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City Council Agenda Packet 07-25-2016
AGENDA CITY COUNCIL SPECIAL WORSHOP MONTICELLO CITY COUNCIL Monday, July 25, 2016 — 5:15 p.m. Academy Room, MCC AGENDA 1. Call to Order 2. Purpose of Workshop: 2017 Budget Presentations 3. Adjournment 2017 Budget Workshop Star; July 25, 2016 Presentation Outline Important Dates What's New Levy Information Budget —Key Issues and Starting Point ��, Comments and Questions 2 70OTiiF.TiiiIF.it' Action Special taxing districts (EDAs, HRAs, port authorities, etc.) must adopt any proposed property tax levy and certify the proposed levy to the county. (Regular meeting - September 12) At one meeting, the city council adopts the proposed property tax levy and announces the time and place of a future city council meeting at which the budget and levy will be discussed and public input allowed, prior to final budget and levy determination. This public input meeting must occur after Nov. 25 and must start at or after 6 p.m. The time and place of the public input meeting must be included in the minutes but newspaper publication of the minutes is not required. (Regular meeting - September 26) Cities must provide the county auditor with the following information: 0The time and place of the meeting at which the budget and levy will be discussed and public input allowed. (Again, meeting must occur after Nov. 25 and must not start before 6 p.m.) A phone number that city tax payers may call if they have questions related to the auditor's property tax notice; this does not require listing a private phone number. CAn address where comments will be received by mail; this does not require listing a private address. County auditor prepares and sends parcels specific notices. City councils hold meeting to discuss the budget and property tax levy and, before a final determination, allows public input. (Regular meeting - December 12t) Cities must certify final property tax levy to the county auditor. Date Activity 2017 -2021 capital equipment /projects (Cl P) worksheets and budget June 16, 2016 worksheets to department heads. July 8, 2016 2017 -2021 Cl P and budget worksheets due to finance department July 11, 2016 Workshop with city council and staff to set 2017 goals and priorities. July, 2016 Department heads meet with various advisory boards and commissions for input into 2017 preliminary budget and Cl P. July, 2016 Department heads meet with city administrator, and finance staff to develop 2017 preliminary budget and CI P. July 25, 2016 Workshop with city council workshop to review draft department budgets and set 2017 goals and priorities. Middle of August, 2016 Finance department develops revenue estimates and 2017 preliminary property tax levy. Council workshop to review various departments' goals, budgets, and CI P August 22, 2016 continued. September 12, 2016 Budget workshop with city council and staff. September 12, 2016 Council adopts 2017 preliminary HRA levy. September 26, 2016 Council adopts 2017 preliminary property tax levy. September 30, 2016 2017 preliminary property tax levy certified to Wright County auditor. October /November, 2016 Department heads meet with city administrator and finance staff to develop 2017 proposed Budget and final property tax levy. December 12, 2016 Council adopts 2017 budget and property tax levy. December 28, 2016 City certifies final 2017 property tax levy to Wright County auditor. January 1, 2017 2017 fiscal year begins. i What's New y IRS standard mileage rate drops from 57.5 cents to 54 cents. 5 What's Not So New y Election (even years) —add $40K goes away in 2017. no $9 $8 $7 $6 C $5 $4 $3 $2 $1 :K "'M K"TATI I I110191ArwI110 Property Tax Levy Summary $8.925M 'k 145"% % 0� 200C9 X000 2070 ?017 °' 20/0 ?O/v 2p� 2Qj ax Canad1tv Values and Hate $30 $25 —�� $20 o $15 H$10 $5 Tax Capacity Values and Tax Capacity Rates 1�1 �O'�, 00� Il *,S 1% 1% 1� 1% 1of 101? 1011? 10e 2 °j � °e oaf Tax Capacity Value #Tax Capacity Rate 80.0 70.0 60.0 50.0 cc 40.0 CL m 30.0 U H 20.0 10.0 0.0 City of SOUO Haysn City of Vvaverly City of Cokat+o City of Clearwater City of Howwd Lake City of Annandale City of Ma pie Lake City of Clayton City of Rockford City of Buff alo City of Montrose City of Delano City of Albary Ile City of Hanover City of Otsego City of St Vic110e9 City of Monticello :m IZmw rig • �� � . WON City Tax Rates C CI -Q.. 4C.Fj 60-0 80_0 1011.0 1210 140.0 F4Oi7[a R�i7�7�_�1iiT Property Tax Breakdown - 2016 r 7 chool H RA 16.6% 1.2% I city 38.1°x'0 County 44.1% 70.0 F, 0 60.0 s 50.0 m W 40.0 4j .3 30.0 m C. m U 20.0 �a H 10.0 %b 0.0 F4OI-_-�r: Tax Capacity Fates by Tying Authority 140.0 120.0 _ 0.0 100.0 County v CL --a— city 80.0 C V X Other 60.0 --Ap— School i` Total Levy 40.0 20.0 _ 0.0 Authority City County Difference Pro 2014 ierty Tax 8,150, 000 7, 921, 000 (229,000) 2015 Authority Property Tax City $ 8,535,000 County $ 9,695,000 Difference $ 111605000 2016 Authority Property Tax City $ 8,925,000 County $ 10,349,000 Difference $ 11424,000 Compare $ (229, 000) Compare $1,160,000 Compare $1,424,000 10.0% 5.0,E 0.0 -5.0 - 10.0% -15.0% - 20.0° - 25.0% -30.0% -35.0° - 40.0°.✓ Ah D 6mmrnls TC Rate Change by % - 2013 to 2016 ..' `° -1.9% ;% ty �-0.4% -L�� ooll F -9.4% - 15.19 -O.10 -19.0 0 -34.5% ax Levv - CF Schedule of Tax Levies 2003 -2016 Year Actual Levy Increase/ (Decrease) Percent Change Percent CPI Diff Levy with CPI Levy Difference Per Capita Tax 2003 $ 6,782,018 $ 283,939 4.4% 1.9% 2.5% $ 6,621,543 $ 160,475 $ 694 2004 $ 6,957,915 $ 175,897 2.6% 2.4% 0.2% $ 6,780,460 $ 177,455 $ 681 2005 $ 6,957,915 $ - 0.0% 3.2% -3.2% $ 6,997,435 $ (39,520) $ 653 2006 $ 6,750,000 $ (207,915) -3.0% 2.4% -5.4% $ 7,165,373 $ (415,373) $ 606 2007 $ 6,500,000 $ (250,000) -3.7% 2.7% -6.4% $ 7,358,838 $ (858,838) $ 578 2008 $ 7,600,000 $ 1,100,000 16.9% 3.7% 13.2% $ 7,631,115 $ (31,115) $ 669 2009 $ 7,750,000 $ 150,000 2.0% -0.6% 2.6% $ 7,585,329 $ 164,671 $ 675 2010 $ 7,648,272 $ (101,728) -1.3% 2.0% -3.3% $ 7,737,035 $ (88,763) $ 665 2011 $ 7,667,309 $ 19,037 0.2% 3.2% -3.0% $ 7,984,620 $ (317,311) $ 601 2012 $ 7,850,000 $ 182,691 2.4% 2.0% 0.4% $ 8,144,313 $ (294,313) $ 611 2013 $ 7,900,000 $ 50,000 0.6% 1.4% -0.8% $ 8,258,333 $ (358,333) $ 612 2014 $ 8,150,000 $ 2501000 3.2% 1.5% 1.7% $ 8,382,208 $ (232,208) $ 627 2015 $ 8,535,000 $ 385,000 4.7% -0.5% 5.2% $ 8,340,297 $ 194,703 $ 650 2016 $ 9,205,000 $ 670,000 7.9% 0.8% 7.1% $ 8,407,019 $ 797,981 $ 694 2016 $ 8,925,000 $ 390,000 4.6% 0.8% 3.8% $ 8,407,019 $ 517,981 $ 673 &1L qW �j �i C $10 $9 $8 $2 $6 $5 $4 $3 $2 $1 W M:rsrs :pN Tax Levy, CPI and Population (2003 -2016) 14,000 12,000 10,000 —$--Actual Levy 6$000 CPI Levy —*— Population 4,000 2,000 @� @� 0 311rjaefinc Fund General Fund HRA Levy MCC - Debt 2014 GO Judgment Bonds 2015/16 Street Bonds MCC - Operating 2005A/2011 A GO I BF 2007A GO IBF 2008A GO Sewer Refunding 2010A GO IBF Street Reconstruction 2012 Property Taxes 2013 Property Taxes 2014 Property Taxes Am 2015 Property Taxes 2016 Property Taxes $5,456,248 $5,540,000 $5,497,000 $5,882,000 $6,177,000 - - - - $280,000 890,000 875,000 1,040,000 1,005,000 - - - - - $544, 000 - - - - $550,000 260,000 295,000 350,000 358,000 364,000 251,906 245,000 223,000 330,000 330,000 416,846 425,000 540,000 420,000 420,000 500,000 500,000 500,000 500,000 500,000 50,000 20,000 - 40,000 40,000 25,000 - - - - Total $7,850,000 $7,900,000 $8,150,000 $8,535,000 $9,205,000 311rjaefinc 1001,014 Property Tax Levy (Adopted - 2016) Debt Service`, 2,384,000, 26% MCC Operations, 364,000,4% HRA Levy, $280,000, 3% *Note. Debt service includes $300,000 for future street reconstruction debt Am General Fund, 5,177,000, 67% Three Simple Rules Always spend your most restrictive money first. Three Simple Rules Always spend your most restrictive money first. �� Recurring expenditures should be offset by recurring revenues. 19 Three Simple Rules Always spend your most restrictive money first. Recurring expenditures should be offset by recurring revenues. Conservatively estimate revenues and liberally estimate expenditures. 20 Key Issues �� Dependence on Property Taxes 21 �Irnne OF AM IMS =420 40"NW: General Fund Revenues - 2016 �r 4- Property Taxes, 81% /D r Property Taxes ■ Franchise & Other Taxes ■ Licenses & Permits ■ Intergovernmental Revenues ■ Charges for Services All Other General Fund ,Police: Inflation $43,800 (3.73 %); add 4 hours $101,470; total $145,270. Public Works Director: $115,000 or ,Engineer: $115,000 or ,Full -time Fire Chief: $95,000. 23 $9 $8 $7 $6 EA 5 g $4 $3 $2 $1 Adk1 ,M TAk I. General Fund Revenues • 2006 2007 2008 2009 2010 2011 2011 2013 2014 2015 0 Property Taxes ■ Licenses & Permits All Other $900 $800 $700 $600 $500 Q $400 $300 $200 $100 a01aruialllots Building Permits (2006- 2015) 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 Tax Base Changes Values on at 1/1/2016 taxable for 2017. New Building Permits $28M 26 Key Issues Dependence on Property Taxes Personnel Services 27 a11ari ■z1ut4 General Fund Expenditures - 2015 Other 5% Recreation 14% Public Works 329 General Government 21% Public Safety 2590 •r_ 0 Ah Ah Fund Step Wage 3% Health 3% Total Tax Supported General Fund $ 30,000 $ 63,000 $ 12,000 $ 105,000 MCC Fund 5,000 15,000 37000 237000 Self Sustaining - Liquor 67000 97000 21000 175000 Sewage 31000 77000 1, 000 111000 Water 3, 000 77000 1, 000 113000 D MV 2, 000 57000 1, 000 85000 Other - Fi berNet - - - - Total $ 49,000 $ 1063000 $ 207000 $ 1757000 Key Issues Dependence on Property Taxes Personnel Services Slow Collection of Impact Fees 30 Key Issues Dependence on Property Taxes Personnel Services Low Impact Fees Delinquent Assessments 31 Key Issues Dependence on Property Taxes Personnel Services Low Impact Fees Delinquent Assessments �� Capital and New Debt Needs 32 Capital and New Debt Needs Maintenance and replacement of existing capital assets. New capital assets. 33 $2, $2,000,000 $1,500,00 $11offilow 00,0DO [:)P.ht Service 1-r-, Debt Service Levy (2011- 2025) 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 2025 12010A Imp. 20114 Imp 12007A Imp, 20CSSewer 2014A AE 2015 /16 Street 2008A MCC 2018A Fallon Format Serve the public � Manage the resources v Run the business Manage the people 35 Major Items to Start Tax Levy Wages and Benefits 36 Why Budget? A. To provide policy direction and control for expenditures. B. To create a bench mark for measuring performance. c. To communicate to constituents that their needs are being addressed. D. All the above E. None of the above 37 Duestions nr CommP f A i low v A- J% 7 The End 39 $2,500,000 $2,000,000 $1,500,000 $1,000,000 $500,000 I nAwh *I a* r: Debt Service Levy (2010 - 2024 $1.63M x 1 T $ I o K x 3 2010 2011 2012 2013 2014 2015 2015 2017 2018 2019 2020 2021 2022 2023 2024 2010A Imp. 2011A Imp 2007A Imp. 2008 Sewer 2008A MCC Why Budget? A. To provide policy direction and control for expenditures. B. To create a bench mark for measuring performance. c. To communicate to constituents that their needs are being addressed. D. All the above E. None of the above a Total $7,900,000 $8,535,000 $8,535,000 $8,919,000 4.5% $384,000 2013 2014 2015 2016 Property Property Property Property % $$ Fund Taxes Taxes Taxes Taxes Change Change General Fund $5,540,000 $5,882,000 $5,882,000 $6,168,000 4.9% $286,000 Community Center - Debt 875,000 1,013,000 1,005,000 - - 100.0% (1,005,000) 2014 GO Judgment Bonds - - - $544,000 - -- 544,000 2015/16 Street Bonds - - - $550,000 - -- 550,000 Community Center - Operating 295,000 350,000 358,000 367,000 2.5% 9,000 2005A/2011 A GO I BF 245,000 330,000 330,000 330,000 0.0% - 2007A GO IBF 425,000 420,000 420,000 420,000 0.0% - 2008A GO Sewer Refunding 500,000 500,000 500,000 500,000 0.0% - 2010A GO IBF 20,000 40,000 40,000 40,000 0.0% - Street Reconstruction - - - - - -- - Total $7,900,000 $8,535,000 $8,535,000 $8,919,000 4.5% $384,000 Wages and Benefits .2014 Budget: 1 %Wages and 5% Health Benefit. v 2015 Budget: 3% Wages and Health Benefit Increase, with plan switch but employees pay more. . 2016 Budget: 2% Wages and _Health Benefit. M to 1w1a it ■rs.�or: SUMMARY OF CITY PROPERTY TAX LEVY RESIDENTIAL 2015 What IF Market Value Est Net Tax Net Tax Difference $135,000 $393 $410 $18 $175,000 $549 $573 $25 $225,000 $743 $777 $34 $250,000 $841 $879 $38 $275,000 $938 $980 $42 $300,000 $1,035 $1,082 $47 COMMERCIAL /INDUSTRIAL 2015 What IF Market Value Net Tax Net Tax Difference $100,000 $536 $560 $24 $300,000 $1,876 $1,961 $85 $500,000 $3,306 $3,454 $148 $1,000,000 $6,879 $7,189 $310 $3,000,000 $21,174 $22,127 $953 Ah Current Levy M What IF Add Total Levy Levy Increase % $ 8,535,000 $ 384,000 $ 8,919,000 4.5% Leadership Adopted Recommended 4 Requested Low Impact Fees v Sanitary Sewer Access Fund is currently projected to have an 2013 ending balance OT $772K. ax Levv bv Purpose Property Tax Levy (Proposed) - 2 15} Debt Seruir 2,384,000, MCC Operations, 367,000,4% *Nate: Debt service includes $550,000 for future street reconstruction debt general Fund, ,168,000 , 69% Year Amount 2013 $363,500 2014 362,870 2015 361, 820 2016 361, 820 2017 50,600 2018 50,600 2019 502600 2020 502600 2021 502600 fto Tota 1 $1J033010 010 $1.1M Delinquent Assessments 2005A/2011A G.O. Bond has $1.7M special assessments that are not being paid (Bowers - Chadwick). v Assessments were levied in 2010. Annual amount: $240,722 Total fund delinquencies: $870,766 we $2,zPuu,aao $2,aao,aao $1,500,000 $1,000,000 $500,000 I nAwh *I a* IS: Debt Service Leery (2011- 2022) $1.63M x 1 $_ 1 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2010A Imp, 2005A Imp 2007A Imp. 2008 Sewer 2008A MCC -o $1,200,000 $1,000,000 $800,000 $400,000 $200,000 MCC Debt Service and Debt Levy 165,000 Added Levy o a o a o o� RA��� a a a a a o a a a a o a a a a a ■ Debt Service Debt Levy Leadership 53 COMMUNITY DEVELOPMENT 2017 PLANNING &ZONING BUDGET CITY OF monti 1 Economic Development Community Development Reception Services Building Safety & Code Enforcement Planning & Zoning CITY OF ;4 M ni eR • No change proposed in base budget line items for legal, engineering or planning services • No change proposed in base budget line items for administrative expenses • No change proposed in base budget for training and travel • Any increase in budget relates only to personnel items — insurance, wages, etc. 1* 3.59% increase over 2016 CITY OF Mmo�nti�cello Serve the Public • Continue to explore grant opportunities and funding resources for community initiatives (such as BCOL) • Complete BCOL Master Plan process • Completion of acquisition at BCOL • Analyze website for improvements to community development information • Work to expand outreach within the community; build understanding of the value of codes through interaction • Work with Administration regarding direction for Emergency Preparedness • Every person, every project, every day Manage Resources • Continue to monitor EDA levy uses and provide communication links between Council and EDA • Maintain budget levels for 2017 and control costs to budget levels Measurable Workload Items: • Land Use Applications • Proceedings & Notices • Development and Project Agreements • Sign Permit Reviews • Escrow & Security Reconciliations • Grant Applications • Council- directed initiatives • Inquiries, requests, responses • Agenda, minutes lzCITY OF mo iienco • Run the Business • Reinstitute short -form development survey (customer service) • Hold individual developer post - project meetings • Analysis of required escrow deposits /fees for planning applications • Create P & Z Laserfiche file template • Scan 5 years of P & Z files to Laserfiche • Complete zoning code review for needed amendments • Manage and Prepare People • Work with Building Safety & Code Enforcement on fire review /inspection training • Actively support training of new Community & Economic Development Assistant • Implement supervisor evaluation component for evaluation process • Hold quarterly department meetings for process improvement and evaluation 4 Every person, every project, every day CITY OF Monti�eRo Capital Improvement Plan • For 2017, Planning & Zoning has made no requests for inclusion in the CIP. • Community Development Department does have an active role in discussion and submission of items to the CIP for Building Dept (vehicles), Engineering (transportation and utilities) and Parks (parks and trails). Human Resources 2017 Budget w W � _ r. . M -; <j CITY CAF ti MniR A. F y , gERTIR,rAM SLAS -r TRIATHLON Bertram Blast Triathlon July 23, 2016 IF 1 a 4 7-b Purchase and implementation of Insight applicant tracking system ✓ Online job application completion and submittal ✓ Advanced screening features ✓ Generation of email notifications ✓ Self schedule interview feature ✓ Reports and dashboards ✓ Data tracking feature ✓ Electronically send applications to hiring managers for review BUDGETED COST: $5,000 set -up & training + $3,803 annual license= $8,803 Attendance at National Conference (PELRA or SHRM) BUDGETED COST: $3,300 Increase in overall budget of 9.11% / $10,808 51: CITY OF Mmontii 110 PERFORMANCE MEASURES Run the Business • Affordable Care Act Reporting • Laserfiche of Safety Committee Minutes & Union Contract Information Manage People • Implemented a 3 Month Check -In for New Hires • Implemented Paid Time Off Program (PTO) • Continuation of Leadership Training Program (Final sessions scheduled for October) • Transition of FNM Staff to Arvig • Recruitment and Selection of FT Staff -YTD ➢ Water and Sewer Apprentice ➢ Graduate Engineer ➢ EDA Manager ➢ Building Inspector ➢ Community and Economic Development Assistant ➢ Community Center Director 51: CITY of Mmonti 110 PERFORMANCE MEASURES Run the Business Implement Applicant Tracking System- NEOGOV Laserfiche of Personnel Committee Minutes Manage People Union Contract Negotiations 2017 Pay Equity Filing 51: CITY OF Mmo�nti�effo Questions ? AGENDA CITY COUNCIL SPECIAL CLOSED MEETING MONTICELLO CITY COUNCIL Monday, July 25, 2016 — 4:30 p.m. Academy Room, MCC AGENDA 1. Discussion on land purchase for the Fallon Avenue right -of -way AGENDA REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, July 25, 2016 — 6:30 p.m. Mississippi Room, Monticello Community Center SPECIAL CLOSED MEETING 4:30 p.m. Academy Room Discussion on land purchase for Fallon Avenue right -of -way SPECIAL WORKSHOP 5:15 p.m. Academy Room Budget Presentations Mayor: Brian Stumpf Council Members: Charlotte Gabler, Lloyd Hilgart, Tom Perrault, Glen Posusta 1. General Business A. Call to Order & Pledge of Allegiance B. Approval of Meeting Minutes • Special Meeting Minutes from July 11, 2016 • Regular Meeting Minutes from July 11, 2016 • Special City Council/Personnel Committee Minutes from July 19, 2016 C. Consideration of Adding Items to Agenda D. Citizen Comments E. Public Service Announcements/Updates • 2016 -2017 Monticello Royalty Introductions • Movie in the Park (July 29) • Construction Update F. Council Liaison Updates • EDA • MCC Advisory Board • Personnel Committee G. Department Updates • City Administrator Update • Wright County Sheriff Quarterly Update 2. Consent Agenda A. Consideration of approving payment of bills B. Consideration of approving new hires and departures for City departments C. Consideration of approving the sale /disposal of surplus city property D. Consideration of appointing a new member to the Monticello Community Center Advisory Board E. Item was moved to the Regular Agenda F. Consideration of adopting Resolution 2016 -051 accepting quotes and awarding contract for the 2016 Stoplight Painting Project G. Consideration of approving Ordinance No. 650 for amendment to the Monticello Zoning Ordinance and amendment to the Official Zoning Map for rezoning from B -4 (Regional Business) to Planned Unit Development for the Mills Fleet Farm Addition, to approve a Final Stage PUD including a retail facility of over 165,000 square feet, a vehicle sales facility, a car wash facility, and two future development parcels, a Final Plat for the Mills Fleet Farm Addition, and Development Contract for the Mills Fleet Farm Addition. Applicant: Ramerth,Tim/WSN H. Consideration of approving a request for amendment to CUP for Development and Final Stage Planned Unit Development for AMAX Addition for a 720 square foot expansion of self - storage facility in a B -3 (Highway Business) District. Applicant: Posusta, Glen/A -MAX Self Storage LLC I. Consideration of approving Ordinance No. 651 for amendment to the Monticello Zoning Ordinance and amendment to the Official Zoning Map for rezoning from B -2 (Limited Business) to Planned Unit Development and Development and Final Stage PUD for uses including office, warehouse and self - storage. Applicant: Red Rooster Properties, Inc. J. Consideration of approving a request for Conditional Use Permit for Auto Repair — Minor, Auto Repair — Major and Conditional Use Permit for Vehicle Sales in a B -3 (Highway Business) District. Applicant: Janikowski, Ryan K. Consideration of an update of a Storm Water Management System Proposal for Otter Creek Business Park L. Consideration of approving the Monticello High School Development Contract 2A. Consideration of items removed from the consent agenda for discussion 3. Public Hearings 4. Regular Agenda A. Consideration of adopting Resolution 2016 -052 formally establishing authorized public use and approving conveyance of a tax forfeited parcel to the City of Monticello, and releasing five parcels for public auction by Wright County B. Consideration of appointing a members and alternate to the Wright County Area Transportation (WCAT) Board 5. Added Items 6. Adjournment MINUTES SPECIAL MEETING — MONTICELLO CITY COUNCIL Monday, July 11, 2016 — 5:30 p.m. Academy Room, Monticello Community Center Present: Brian Stumpf, Charlotte Gabler, Lloyd Hilgart, Tom Perrault, Glen Posusta Absent: None Others: Wayne Oberg, Jeff O'Neill, Jim Eichten (MMKR), Sarah Rathlisberger, Rachel Leonard 1. Call to Order Mayor Brian Stumpf called the special meeting to order at 5:30 p.m. in the Academy Room. 2. Purpose of Meeting: Review the 2015 Financial Audit Wayne Oberg, Finance Director, explained that this is a preview of the audit report that Jim Eichten, MMKR, will present at the Council meeting. Wayne Oberg provided a slide presentation about the 2015 Financial Audit. He talked about some of the transactions that took place in 2015 and 2016 which have led to improvements with the 2015 audit, which came back positive and with no findings. He commended his staff for the excellent work, specifically, Sarah Rathlisberger, Finance Manager, who worked with MMKR on the audit. 3. Adjournment By consensus the meeting was adjourned. Recorder: Jennifer Schreiber IV Attest: IN City Administrator City Council Special Meeting Minutes (audit) —July 11, 2016 Page 1 1 1 REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, July 11, 2016 — 6:30 p.m. Mississippi Room, Monticello Community Center Present: Brian Stumpf, Charlotte Gabler, Lloyd Hilgart, Tom Perrault, and Glen Posusta Absent: None 1. General Business A. Call to Order & Pledge of Allegiance Mayor Brian Stumpf called the meeting to order at 6:30 p.m. with a quorum present. The pledge of allegiance was recited. B. Approval of Meeting Minutes • Special Meeting Minutes from June 27, 2016 Charlotte Gabler moved approval of the special meeting minutes. Tom Perrault seconded the motion. Motion carried unanimously. • Regular Meeting Minutes from June 27, 2016 Tom Perrault moved approval of the regular meeting minutes as revised. Charlotte Gabler seconded the motion. Motion carried unanimously. C. Consideration of Adding Items to the Agenda • Discussion on interview dates for the MCC Director. D. Citizen Comments • None. E. Public Service Announcements • Rachel Leonard, Communications Coordinator, presented information on the Block Party which takes place on Thursday, July 14 and kicks off Riverfest. The event is sponsored by the City, the Monticello Community Center, Senior Center, National Guard, and Monticello Times. She also mentioned the Chamber of Commerce's Block Party taking place Wednesday afternoon/evening. • Kitty Baltos, Community Center Director, noted that the movie "Inside Out" will be played in Pioneer Park on July 23. This movie is sponsored by Schlenner Wenner. In addition, Star Wars was rescheduled for July 29. • Shibani Bisson, WSB /City Engineer, provided a construction update of current City projects. Brian Stumpf expressed concern related to the tight turn radius when heading south on Highway 25 and turning west onto City Council Minutes —July 11, 2016 Page 1 1 8 Broadway Street. He noted that semi - trailers can't make the turn. Ms. Bisson noted that they are aware of this but the City is constrained by the right -of -way limits. F. Council Liaison Updates • BCOL — Glen Posusta provided an update of the July meeting. The board discussed: 1) The remaining 40 acres to purchase; 2) A number of trees went down during a storm and will be cleaned up by volunteers; 3) The chalet construction came in under budget; 4) The YMCA held an open house and approximately 500 people attended; 5) there are 100 signed up for the Bertram Blast and 6) Decision was made to hire an architect to design a `beach house'. • Planning Commission — Charlotte Gabler noted that the meeting on Tuesday, July 5, 2016, was recessed and moved to Wednesday because of a storm. The Commission had four public hearings: 1) CUP for AMAX Storage; 2) Rezoning to zoning map for PUD for Red Rooster Properties; 3) CUP for Auto Repair District; and 4) Fleet Farm. G. Department Updates • City Administrator Jeff O'Neill provided an update on the following items: 1. Thanked the Public Works Department for helping with clean up in Hanover following a storm. 2. Xcel Energy hosted a pollinator event. 3. The Dahlheimer Project which is progressing. 4. The transition of FiberNet employees over to Arvig is complete. 5. Noted a problem with the City's emergency services, specifically, the generator not working during a storm. This is being looked into. • Department Updates - Pam Loidolt, Senior Center Director, provided an overview of the Senior Center. 2. Consent Agenda Tom Perrault moved approval of the consent agenda excluding D, E, F, N and O. Lloyd Hilgart seconded the motion. Motion carried unanimously. A. Consideration of approving the payment of bills. Recommendation: Approved the bill and purchase card registers for a total amount of $1,244,443.07. B. Consideration of approving new hires /departures. Recommendation: Approved the hires for the Liquor Store, MCC, and Community Development. Approved the departures for MCC and FiberNet. C. Consideration of approving the sale /disposal of surplus city property. Recommendation: No report this cycle. City Council Minutes —July 11, 2016 Page 2 1 8 D. Consideration of adopting Resolution 2016 -044 accepting a contribution in the amount of $2,500 from Great River Energy. Recommendation: ITEM WAS REMOVED FROM THE CONSENT AGENDA. E. Consideration of approving acceptance of the 2015 Audit report. Recommendation: ITEM WAS REMOVED FROM THE CONSENT AGENDA AND ADDED TO THE REGULAR AGENDA AS ITEM 4A -1. F. Consideration of obtaining public transportation service in 2017 via participation in the Wright County Area Transportation (WCAT) organization. Recommendation: ITEM WAS REMOVED FROM THE CONSENT AGENDA. G. Consideration of approving an annual membership as a benefit for Community Center part time employees. Recommendation: Approved the taxable membership benefit to the part time employees of the Community Center, free to the individual employee and a discounted rate for a family upgrade. H. Consideration of approving adjustments to the MCC part-time and city temporary /alternate salary schedules to meet minimum wage requirements. Recommendation: Approved adjustments to the MCC adult, and city temporary /alternative pay schedules moving employees to appropriate levels as outlined. I. Consideration of approving a Special Event Permit allowing use of city streets and related assistance for the Downtown Block Party on July 13, 2016. Applicant: Monticello Chamber. Recommendation: Approved the Special Event Permit allowing temporary closing of Walnut Street from 7 a.m. until 10 p.m. on Wednesday, July 13, 2016. This included the use of public parking facilities, staff resources and amenities as described in the Special Event Permit application, contingent on: a) continued site coordination with the Street Superintendent; b) restoration of the 3''a Street parking lot to satisfaction of the Public Works department; and c) verification of notification of affected local businesses by permit holder. Consideration of approving an application for temporary on -sale liquor license for the Monticello Lions for Brewfest event on August 20, 2016. Recommendation: Approved the application for a temporary liquor license for the Monticello Lions Brewfest event on August 20, 2016 at West Bridge Park, contingent on approval of the Special Event Permit. K. Consideration of approving a Special Event Permit allowing exclusive use of West Bridge Park and related assistance in conjunction with the Brewfest event on August 20, 2016. Applicant: Monticello Lions Club. Recommendation: Approved the Special Event Permit allowing temporary use of West Bridge City Council Minutes —July 11, 2016 Page 3 18 Park for the Monticello Lions Brewfest event from 7 a.m. to 10 p.m. on Saturday, August 20, 2016, including City assistance, use of municipal parking lots, and street closures. The approval in contingent on: a) continued site plan and parking use coordination with the Street Superintendent and Park Superintendent; b) appropriate signage and fencing in coordination with the Street and Park Superintendents; c) verification of trash and portable bathroom services for the event; d) verification of notification of affected local businesses and residents within a 2 -block radius of the Park by permit holder, not later than two weeks prior to event; e) notification and event coordination with Wright County Sheriff's Office; and f) provide a Certificate of Insurance for the event, including liquor and general liability, with the City names as a second insured. L. Consideration of approving a Special Event Permit for outdoor entertainment at Chatter's Bar & Grill on Friday, July 15 and Saturday, July 16, 206. Applicant: Brooke Steffens /Chatters Restaurant. Recommendation: Approved the Special Event Permit for outdoor entertainment at Chatter's Restaurant Bar & Grill for July 15 and 15, 2016, as described in the application materials. M. Consideration of approving public art to be placed at City View Park for future mountain bike trailhead. Recommendation: Approved the public art to be places at City View Park for the future mountain bike trailhead. N. Consideration of adopting Resolution 2016 -045 approving plans and specifications and authorize advertisement of bids for the TH 25/7th St. intersection improvements, City Project No. 15C004. Recommendation: ITEM WAS REMOVED FROM THE CONSENT AGENDA. O. Consideration of adopting Resolution 2016 -048 approving a Cooperative Construction Agreement with MnDOT for the TH 25 /7th Street Intersection Improvement Project No. 15C004. Recommendation: ITEM WAS REMOVED FROM THE CONSENT AGENDA. 2A. Consideration of items removed from the consent agenda for discussion. D. Consideration of adopting Resolution 2016 -044 accepting a contribution in the amount of $2, 500 from Great River Energy. Brian Stumpf pulled the item to thank Great River Energy for their contribution. Brian Stumpf moved approval the resolution accepting the contribution. Lloyd Hilgart seconded the motion. Motion carried unanimously. F. Consideration of obtaining public transportation service in 2017 via participation in the Wright County Area Transportation (WCAT) organization. City Council Minutes —July 11, 2016 Page 4 1 8 Jeff O'Neill provided a brief overview of the organization and the City's obligation. Lloyd Hilgart moved approval to join WCAT via adoption of a joint powers agreement, appointment of member, and the payment of an initial fee to be paid for the first year of operation. Charlotte Gabler seconded the motion. Motion carried unanimously. N. Consideration of adopting Resolution 2016 -045 approving plans and specifications and authorize advertisement of bids for the TH 25 17th Street intersection improvements, City Project No. 15CO04 Tom Perrault pulled the item and noted a correction on the resolution. Charlotte Gabler moved approval of Resolution 2016 -045 approving plans and specifications authorizing advertisement of bids for the TH 25/7th Street Intersection improvements, City Project No. 15C004. Lloyd Hilgart seconded the motion.. Motion carried unanimously. O. Consideration of adopting Resolution 2016 -048 approving a Cooperative Construction Agreement with MnDOT for the TH 25 17th Street Intersection Improvement Project No. 15C004. Tom Perrault pulled the item and had questions in regard to the document, specifically item 3.2. His concern was whether there would be enough time for the State to respond back to the City in order to proceed with the project. Shibani Bisson responded that the City and MnDOT are in contact and the City will get the information back within the timeline. He also questioned Item 6 of the document and whether or not the roads, specifically County Road 14, in Sherburne County should be noted to be in Sherburne County. Shibani Bisson is going to check on this item. Charlotte Gabler moved approval of Resolution 2016 -048 approving a Cooperative Construction Agreement with MnDOT for the TH 25 /7th Street Intersection Improvement Project No. 15CO04 with the stipulation that No. 6 of the document is reviewed for correction. Tom Perrault seconded the motion. Motion carried unanimously. 3. Public Hearings: City Council Minutes —July 11, 2016 Page 5 1 8 4. Regular Agenda: Al. Consideration of approving acceptance of the 2015 Audit Report Wayne Oberg, Finance Director, gave a brief overview of the City's Annual Financial Report. Jim Eichten, Principal of Malloy, Montague, Karnowski, Radosevich & Co., P.A. (MMKR), presented a summary of their findings and summarized the highlights of the City's 2015 CAFR. Lloyd Hilgart moved approval to accept the 2016 Audit Report. Charlotte Gabler seconded the motion. Motion carried unanimously. A. Consideration of accepting bids and awarding project for the Bertram Chain of Lakes Regional Park — Athletic Interim Improvements. Angela Schumann, Community Development Director, provided a brief overview and noted that the project is over the budgeted amount by $39,007 and can be funded by the Closed Bond Fund. The Finance Director indicated that there are adequate funds to finance the different between budgeted amount and project cost. Glen Posusta moved approval of Alternative 1 to accept bids and award project to Barber Construction Inc. for the Bertram Chain of Lakes Regional Park — Athletic Park Interim Improvements. Charlotte Gabler seconded the motion. Motion carried 4 -1; Tom Perrault voted against. B. Consideration of authorizing an application to the Monticello Orderly Annexation Board for variance to Ordinance for Subdivision as related to a 27 -acre parcel of PID #213- 100 - 081400 for the Bertram Chain of Lakes Regional Park Athletic Park and consideration of direction on parcel ownership. Angela Schumann provided an overview of the application and noted that it is for a variance to MOAA subdivision requirements which limits parcel divisions to 10 acres maximum or a full 40 acres. This 27 acres is located on the southern edge of and is owned by the City of Monticello. The balance of the regional park is owned jointly by the City and Wright County. If the Council wishes to remain the sole owner of the 27- acres, the variance to the subdivision ordinance through the MOAA Board is required. Charlotte Gabler moved approval of Decision 1, Alternative 1 to authorize and application to the Monticello Orderly Annexation Board for a variance to Ordinance for Subdivision for subdivision of an approximately 27 -acre parcel of PID# 213 - 100 - 081400 to become part of the Bertram Chain of Lakes Regional Park Athletic Park. Glen Posusta seconded the motion. Motion carried 4 -1; Tom Perrault voted against. City Council Minutes —July 11, 2016 Page 6 1 8 Charlotte Gabler moved approval of Decision 2, Alternative 2, to continue sole ownership of the 27 -acre parcel by the City of Monticello at this time. Glen Posusta seconded the motion. Motion carried 4 -1; Tom Perrault voted against. C. Consideration of a request for Development Stage Planned Unit Development, and a request for Preliminary Plat for the Mills Fleet Farm Addition to Monticello, a proposed commercial development project including a retail facili . of over 165,000 square feet, a vehicle fuel sales facility, a car wash facility, and two future development parcels. Applicant: WSN/Ramerth, Tim Steve Grittman, NAC, provided an overview of the project and how it differs from the original proposal submitted in 2007. The footprint was reduced in size and the gas station and car wash were relocated in relation to the building and a storage /display building and racking areas were added. He also stated that the applicant's proposal now includes three curb cuts off of Chelsea Road, compared to two in the original proposal. He noted that the Planning Commission considered the applications at a public hearing on July 6, 2016, and voted unanimously to recommend approval of the PUD Rezoning and Development and Final Stage PUD plans as well as the Preliminary and Final Plats for the project. Brian Stumpf commented that there was a letter submitted to the City Council in regard to landscaping/fencing on the east side of the project. He wondered how the Planning Commission addressed this issue. Steve Grittman responded that the Planning Commission encouraged staff to work with the applicant on the buffer zone. Tim Ramerth, WSN /Applicant, addressed the City Council. He noted that there is a plan for a fence on the east side of the property and that they will keep the area clean. Mr. Ramerth commented on monument signs and the continued work with MnDOT and the City on signs and a possible message board along the interstate. The project is expected to begin late summer with it opening in spring 2017. Charlotte Gabler moved approval of Decision 1, Alternative 1, to adopt Resolution 2016 -046 approving a Development Stage PUD for the proposed Mills Fleet Farm Addition, based on the findings in said resolution, and the conditions identified in Exhibit Z. Glen Posusta seconded the motion. Motion carried unanimously. Charlotte Gabler moved approval of Decision 2, Alternative 1, to adopt Resolution 2016 -047 approving the Preliminary Plat for Mills Fleet Farm Addition, based on the findings in said resolution, and the conditions identified in Exhibit Z. Lloyd Hilgart seconded the motion. Motion carried unanimously. City Council Minutes —July 11, 2016 Page 7 1 8 Added Items: Jeff O'Neill noted that four applicants were selected for second interviews for the MCC Director position. It was a consensus to conduct these interviews on Tuesday, July 19, 2016, beginning at 7:15 a.m. By consensus the meeting was adjourned at 8:38 p.m. Recorder: Jennifer Schreiber Approved: Attest: City Administrator .., 'A City Council Minutes —July 11, 2016 Page 8 1 8 Meeting Minutes Special Combined City Council meeting Personnel Committee Meeting July 19, 2016 Councilmembers Present: Mayor Stumpf, Charlotte Gabler, Glenn Posusta, Tom Perrault, Staff Present: Jeff O'Neill, Wayne Oberg, Tracy Ergen, Tom Pawelk Community Center Director Interviews Four finalists for the Community Center Director position were interviewed by the Personnel Committee, Council members, and staff. Motion was made by Charlotte Gabler and seconded by Tom Perrault to select Ann Mosack as the number one candidate with John Small as the runner -up. Motion carried unanimously. Direction was given for staff to extend an offer of employment to Mosack contingent on the results of the background check. Meeting of the City Council Adjourned Tom Perrault, Glen Posusta and Jeff O'Neill departed the room and Mat Theisen joined the remaining attendees for a Personnel Committee that followed. Approved by: Jennifer Schreiber, City Clerk Attest: City Administrator City Council Agenda: 07/25/16 2A. Consideration of approving payment of bills (WO) A. REFERENCE AND BACKGROUND: City staff submits the attached bill registers and purchasing card registers for approval by Council. The bill registers contain all invoices processed and the purchasing card registers contain all card purchases made since the last Council meeting. Subject to MN Statutes, most invoices require Council approval prior to releasing checks for payment. The day following Council approval, payments will be released unless directed otherwise. A credit purchasing agreement and policy was approved by Council initially and card purchases must comply with the policy. If Council has no questions or comments on the bill and purchase card registers, these can be approved with the consent agenda. If requested, this item can be removed from consent and discussed prior to making a motion for approval. Al. Budget Impact: None A2. Staff Workload Impact: No additional work required B. ALTERNATIVE ACTIONS: 1. Motion to approve the bill and purchase card registers for a total amount of $ 1,161,783.60. 2. Motion to approve the registers with changes directed by Council. C. STAFF RECOMMENDATION: City staff recommends Alternative #1 or #2, per direction of Council. D. SUPPORTING DATA: • Bill registers • Purchase Card registers Accounts Payable Computer Check Proof List by Vendor User: Debbie.Davidson Printed: 07/14/2016 - 2:19PM Batch: 00201.07.2016 - 201.07.2016 US Bank Invoice No Description Amount Payment Date Acct Number Vendor: 2968 BOND TRUST SERV CORP - Wire Transfer Check Sequence: 1 30563 Series 2007A GO Bonds - Interest 25,500.00 07/15/2016 31347000 - 461100 30564 Series 2010A GO Bonds - Interest 16,046.25 07/15/2016 317 - 47000 - 461100 30565 Series 2011A GO Bonds - Interest 40,375.00 07/15/2016 312 - 47000 - 461100 Check Total: 81,921.25 Vendor: 4263 CAYAN Check Sequence: 2 162086 (3) Genius ITX -MX 915 service 59.85 07/15/2016 609 - 49754- 424100 170086 Transaction Fee; (3) Genius service 985.92 07/15/2016 609 - 49754- 424100 Check Total: 1,045.77 Vendor: 2439 DEPT OF EMPLOYMENT & ECON DEVELO Check Sequence: 3 07975675 Quarter 2 Unemployment Benefits 14.29 07/15/2016 226 - 45122- 414200 07975675 Quarter 2 Unemployment Benefits 1,249.66 07/15/2016 101 - 45201- 414200 07975675 Quarter 2 Unemployment Benefits 529.25 07/15/2016 101 - 43120- 414200 Check Total: 1,793.20 Vendor: 2969 HLFB INC Check Sequence: 4 443606 Series 2008A GO Sewer Revenue Refunding Bo 42,398.00 07/15/2016 315- 47000 - 461100 443606 Series 2008A GO Sewer Revenue Refunding Bo 482,000.00 07/15/2016 315- 47000 - 460100 Check Total: 524,398.00 Vendor: 3241 LINCOLN FINANCIAL GROUP Check Sequence: 5 7/1/2016 July 2016 1,933.71 07/15/2016 101 - 00000 - 217066 Check Total: 1,933.71 Vendor: 1593 MN DEPT OF REVENUE - ACH Check Sequence: 6 June June Sales Tax - Liquor Store 2,211.06 07/15/2016 609 - 00000 - 208100 June June Sales Tax - Liquor Store -0.06 07/15/2016 609 - 00000 - 362900 AP- Computer Check Proof List by Vendor (07/14/2016 - 2:19 PM) Invoice No Description Amount Payment Date Acct Number June June Sales Tax - FiberNet 5,673.54 07/15/2016 656- 00000 - 208100 June June Sales Tax - FiberNet 14.46 07/15/2016 656- 49870 - 443990 June June Sales Tax - General 73.95 07/15/2016 101 - 00000 - 208100 June June Sales Tax - General 1.05 07/15/2016 101 - 41940 - 443990 June June Sales Tax - MCC 5,274.74 07/15/2016 226 - 00000 - 208100 June June Sales Tax - MCC 0.26 07/15/2016 226 - 45122- 443990 June June Sales Tax - Water 168.26 07/15/2016 601 - 00000 - 208100 June June Sales Tax - Water 0.74 07/15/2016 601 - 49440 - 443990 June June Sales Tax - General Waste 35.00 07/15/2016 702 - 00000 - 431990 Check Total: 13,453.00 7/06/2016 G & K - Mat Rental Vendor: 2811 US BANK CORPORATE PMT SYSTEM Check Sequence: 7 7/06/2016 NBP - Rubberbands, Paper, Pens, 162.82 07/15/2016 22645122- 421990 7/06/2016 Gradys - Supplies to Hang Basketball Rack in G, 24.61 07/15/2016 226 - 45122- 422990 7/06/2016 Home Depot - Materials for Friendship Island RE -25.30 07/15/2016 226 - 45127- 421981 7/06/2016 J H Larson - Light Bulbs & Ballasts 281.72 07/15/2016 226 - 45122- 422990 7/06/2016 J H Larson - Light Bulbs & Ballasts 196.41 07/15/2016 101 - 45501- 421990 7/06/2016 WEBCE - 3 Online Courses WO 69.95 07/15/2016 101 - 41520- 433100 7/06/2016 G & K - Uniform Rental - Jeans 15.12 07/15/2016 226 - 45122- 441700 7/06/2016 G & K - Mat Rental 86.60 07/15/2016 226 - 45122- 431110 7/06/2016 G & K - Towel Rental 26.40 07/15/2016 226 - 45122- 441710 7/06/2016 Ausco - Friendship Island Shirts for Kids 442.00 07/15/2016 226 - 45127- 421981 7/06/2016 Ausco - Friendship Island Shirts for Staff 351.00 07/15/2016 226 - 45122- 421110 7/06/2016 Ausco - Shirts/Uniforms for Lifeguards 360.00 07/15/2016 226 - 45122- 421110 7/06/2016 Ausco - Prizes for Mens Hockey League 94.50 07/15/2016 226 - 45127- 443900 7/06/2016 Walmart - Bikes for Rock & Roll 806.73 07/15/2016 226 - 45127- 443900 7/06/2016 Walmart - Cleaning Supplies 9.97 07/15/2016 226 - 45122- 421100 7/06/2016 Walmart - Friendship Island Supplies 49.78 07/15/2016 226 - 45127- 421981 7/06/2016 Walmart - Candy Giveaway at Walk & Roll 19.96 07/15/2016 101 - 45201- 421650 7/06/2016 Walmart - Cupcakes 20.64 07/15/2016 226 - 45127- 421460 7/06/2016 Walmart - Batteries & Tape 33.94 07/15/2016 226- 45122- 421990 7/06/2016 Walmart - Cleaning Supplies 17.35 07/15/2016 226 - 45122- 421100 7/06/2016 Walmart - Concession Mint 5.77 07/15/2016 226 - 45127- 425410 7/06/2016 Amazon - Plotter Black Ink (2) 125.40 07/15/2016 101 - 41940- 421990 7/06/2016 Amazon - Plotter Yellow Ink 66.28 07/15/2016 101 - 41940 - 421990 7/06/2016 NBP - Tape 19.98 07/15/2016 226- 45122- 421990 7/06/2016 NBP - Tape, Message Pads, Paper 177.82 07/15/2016 101 - 41940 - 421990 7/06/2016 NBP - Envelopes, Pens, Paper, Post Its, 161.67 07/15/2016 217 - 41990 - 421990 7/06/2016 Dacotah Paper - Cleaning Supplies 552.89 07/15/2016 226 - 45122- 421100 7/06/2016 Dacotah Paper - Bathroom & Lockerroom Suppl 525.02 07/15/2016 226 - 45122- 421990 7/06/2016 Dacotah Paper - Concession Supplies - Plates, N 148.80 07/15/2016 226 - 45127- 425410 7/06/2016 Dacotah Paper - Friendship Island Supplies 441.64 07/15/2016 226 - 45127- 421981 AP- Computer Check Proof List by Vendor (07/14/2016 - 2:19 PM) Invoice No Description Amount Payment Date Acct Number 7/06/2016 Domino's Pizza - Dinner for Joint PC /CC Meetir 54.59 07/15/2016 101 - 41910- 443990 7/06/2016 Nicros - Harness & Equipment for Staff 86.29 07/15/2016 226 - 45127- 421710 7/06/2016 USPS - Priority Mail Pkg 4 lbs 3.9 oz to St.Paul 10.74 07/15/2016 217 - 41990 - 432200 7/06/2016 Skillpath Seminars - Sales & Use Tax Seminar P 139.30 07/15/2016 101 - 41520- 433100 7/06/2016 Randys Sanitation - June 2016 Shredding - City, 16.28 07/15/2016 101 - 41940 - 431990 7/06/2016 Randys Sanitation - June 2016 Shredding - DM` 16.28 07/15/2016 217 - 41990 - 431990 7/06/2016 Verizon - April 21 - May 20 26.04 07/15/2016 101 - 43120 - 432100 7/06/2016 Verizon - April 21 - May 20 140.04 07/15/2016 101 - 42200 - 432100 7/06/2016 Verizon - April 11 - May 10 25.02 07/15/2016 101 - 43115- 432100 7/06/2016 Verizon - April 11 - May 10 8.34 07/15/2016 601 - 49440 - 432100 7/06/2016 Verizon -April 11 -May 10 8.34 07/15/2016 602 - 49490 - 432100 7/06/2016 Verizon - April 11 - May 10 8.34 07/15/2016 656- 49870 - 432100 7/06/2016 Auto Value - Deep Creep - Rust Remover for Co 17.98 07/15/2016 226 - 45122- 422990 7/06/2016 Monti Napa - Battery for MCC Van 87.75 07/15/2016 226 - 45122- 422100 7/06/2016 Target - Cleaning Supplies - Mop & Bucket 8.78 07/15/2016 217- 41990 - 421990 7/06/2016 Kwik Trip - Unleaded Fuel 10.367 gals @ $2.29! 23.83 07/15/2016 217 - 41990 - 421200 7/06/2016 Cub - Friendship Island Supplies 5.07 07/15/2016 226 - 45127- 421981 7/06/2016 Walmart - Walk & Roll supplies 6.32 07/15/2016 656- 49870 - 434990 7/06/2016 Home Depot - 2x4 -8ft; (2) 18GA steel angle 6.70 07/15/2016 101 - 45201- 421650 7/06/2016 Fastenal - caution tape; jersey gloves 7.58 07/15/2016 101 - 45201- 421650 7/06/2016 Monti Napa - fuel filter 8.22 07/15/2016 602 - 49490 - 422100 7/06/2016 Home Depot - 92.6 lb. Portland Type I -11 10.35 07/15/2016 101 - 43130- 421990 7/06/2016 Home Depot - (2) 601b. Sand/topping mix 10.38 07/15/2016 101 - 43130 - 421990 7/06/2016 Gradys -Rule tape 11.99 07/15/2016 101 - 43120 - 421990 7/06/2016 Monti Napa - #128- (3) Napagold Oil 12.18 07/15/2016 101 - 43120 - 422100 7/06/2016 Auto Value - (2) U joint; 6pt Soc; 6pt Imp; Deep 12.90 07/15/2016 101 - 45201- 421650 7/06/2016 Gradys- Meadow Oak Pk- (2) 60 lb. concrete mi 12.98 07/15/2016 101 - 45201- 421650 7/06/2016 Auto Value -Blo -Gun 12 Bent Tube 12.99 07/15/2016 101 - 43130 - 421990 7/06/2016 Monti Chamber - June 2016 Chamber Lunch- FP 15.00 07/15/2016 656- 49870 - 433100 7/06/2016 Home Depot - (2) 601b. Sand/topping mix; 801b. 15.07 07/15/2016 101 - 43130 - 421990 7/06/2016 Fastenal - 3" Coarse Cup Brush 15.58 07/15/2016 601 - 49440 - 422220 7/06/2016 Home Depot -(3) corn broom - Featherstone Gro 17.70 07/15/2016 101 - 43127 - 421990 7/06/2016 Home Depot -asst. crimped wipe wheel Man Ho: 19.58 07/15/2016 101 - 43127 - 421990 7/06/2016 Home Depot -(2) 601b. sand/topping mix; 92.6 P 20.73 07/15/2016 101 - 43130- 421990 7/06/2016 Runnings - tool box 19 "; Hose Remnants 15' 21.98 07/15/2016 601 - 49440 - 421990 7/06/2016 Gradys - pvc 1Oft; adapter; 4oz Rain or Shine; et 27.53 07/15/2016 101 - 45201- 421650 7/06/2016 Fastenal - (12) 17oz. IC Wb White- (1/2) 14.82 07/15/2016 601 - 49440 - 422700 7/06/2016 Fastenal - (12) 17oz. IC Wb White- (1/2) 14.82 07/15/2016 602 - 49490 - 422700 7/06/2016 MPSTMA- Tour on Wheels- 6/28/16- Parks 30.00 07/15/2016 101 - 45201- 433100 7/06/2016 Monti Napa -(2) Fuel Filter 30.21 07/15/2016 602 - 49490- 422100 7/06/2016 Home Depot - (10) 601b. Mortar Mix 41.40 07/15/2016 101 - 43130 - 421990 7/06/2016 Kwik Trip - #6 - Unleaded Fuel 18.306 gals @ $ 42.09 07/15/2016 656- 49877 - 421200 7/06/2016 Runnings -Canvas Tarp 44.99 07/15/2016 101 - 43120 - 421990 AP- Computer Check Proof List by Vendor (07/14/2016 - 2:19 PM) Invoice No Description Amount Payment Date Acct Number 7/06/2016 Becker Sod - (15) rolls sod 46.00 07/15/2016 101 - 43120 - 422500 7/06/2016 Gradys - water fittings; fan for PW office 51.97 07/15/2016 101 - 43127 - 421990 7/06/2016 Marties - (3) bx. Roundup Quick Pro; Meas. CuI 58.84 07/15/2016 101 - 43120 - 422500 7/06/2016 Cub - resale - (50) limes; (10) lemons 59.40 07/15/2016 609 - 49750- 425500 7/06/2016 Home Depot - 72" San Angela bar; 70" Digging 63.94 07/15/2016 101 - 43130 - 421990 7/06/2016 Home Depot - #121 - Quick Coupling female; cc 73.49 07/15/2016 101 - 43120 - 422100 7/06/2016 Royal Tire- flat repair; tire mt; Parks 75.00 07/15/2016 101 - 45201- 431990 7/06/2016 Monti Napa -battery for Gen. @ Booster Pump c 114.39 07/15/2016 601 - 49440 - 422100 7/06/2016 Zee Medical -(6) 8oz. skin flush; woundseal; ivy 137.02 07/15/2016 656- 49870 - 421990 7/06/2016 Pipeline /DSG- ZPARKS- DOGPRK- 318.32 07/15/2016 229 - 45202- 453010 7/06/2016 Home Depot - New Faucet at Food Shelf 52.00 07/15/2016 101 - 41940 - 443990 7/06/2016 Home Depot - Faucet for Library 48.00 07/15/2016 101 - 45501- 443990 7/06/2016 Home Depot - Tape for Fitness Area 6.97 07/15/2016 226 - 45122- 422990 7/06/2016 Amazon - Chair for RL 275.96 07/15/2016 101 - 41310 - 443990 7/06/2016 Amazon - Arms for Chair for RL 50.46 07/15/2016 101 - 41310 - 443990 7/06/2016 Amazon - Wide Paper for Plotter (2 rolls) 48.75 07/15/2016 101 - 41940 - 421990 7/06/2016 Walmart - Volunteer Picnic Supplies 91.28 07/15/2016 101 - 41800- 443990 7/06/2016 Walmart - Socks for Reale 20.91 07/15/2016 226 - 45127- 425490 7/06/2016 Walmart - Sharpies 13.73 07/15/2016 226 - 45122- 421990 7/06/2016 Walmart - Oranges & Bananas 5.87 07/15/2016 226 - 45127- 425410 7/06/2016 Walmart - F.I. Supplies 178.03 07/15/2016 226 - 45127- 421981 7/06/2016 Dacotah Paper - Concession Supplies: Cups & P 178.53 07/15/2016 226 - 45127- 425410 7/06/2016 Dacotah Paper - Cleaning Supplies 386.69 07/15/2016 226 - 45122- 421100 7/06/2016 Dacotah Paper - Bathroom/Lockerroom Supplies, 469.75 07/15/2016 226- 45122- 421990 7/06/2016 NBP - Paper, Labels, Legal Pocket Files 183.99 07/15/2016 101 - 41940 - 421990 7/06/2016 Cub - Volunteer Picnic Supplies 7.50 07/15/2016 101 - 41800- 443990 7/06/2016 G & K - Uniform Rental - Jeans 4.32 07/15/2016 226- 45122- 441700 7/06/2016 G & K - Mops 18.65 07/15/2016 226 - 45122- 431110 7/06/2016 G & K - Towel Rental 3.30 07/15/2016 226 - 45122- 441710 7/06/2016 Fastenal - Silcone for Fitness Equip 15.72 07/15/2016 226 - 45122- 422990 7/06/2016 Super America - Unleaded Fuel 9.510 gals @ $2 21.86 07/15/2016 217 - 41990 - 421200 7/06/2016 General Rental - CO2 for Blowing Out Condensi 35.30 07/15/2016 226 - 45127- 420750 7/06/2016 Park Supply - Plumbing Supplies: Handles (2), F 216.36 07/15/2016 226 - 45122- 422300 7/06/2016 Swank - Movie In the Park - Star Wars 6/25/16 678.00 07/15/2016 226 - 45127- 421980 7/06/2016 Advanced Disposal - May 2016 37,427.58 07/15/2016 101 - 43230 - 438400 7/06/2016 Advanced Disposal - May 2016 12,431.70 07/15/2016 101 - 43230 - 438400 7/06/2016 Advanced Disposal - May 2016 108.97 07/15/2016 656- 49870 - 438400 7/06/2016 Advanced Disposal - May 2016 35.80 07/15/2016 101 - 43127 - 438400 7/06/2016 Advanced Disposal - May 2016 47.74 07/15/2016 101 - 45201- 438400 7/06/2016 Advanced Disposal - May 2016 23.87 07/15/2016 101 - 45201- 438400 7/06/2016 Advanced Disposal - May 2016 154.33 07/15/2016 602 - 49480 - 438400 7/06/2016 Advanced Disposal - May 2016 208.87 07/15/2016 226 - 45122- 438400 7/06/2016 Advanced Disposal - May 2016 11.93 07/15/2016 101 - 45501- 431990 AP- Computer Check Proof List by Vendor (07/14/2016 - 2:19 PM) Invoice No Description Amount Payment Date Acct Number 7/06/2016 Advanced Disposal - May 2016 23.87 07/15/2016 609 - 49754- 438400 7/06/2016 Advanced Disposal - May 2016 23.87 07/15/2016 101 - 45201- 438400 7/06/2016 Verizon - May 4 - June 3 50.75 07/15/2016 101 - 42400 - 432100 7/06/2016 Verizon - May 4 - June 3 94.91 07/15/2016 226 - 45122- 432100 7/06/2016 Verizon - May 4 - June 3 104.91 07/15/2016 101 - 43120 - 432100 7/06/2016 Verizon - May 4 - June 3 46.03 07/15/2016 601 - 49440 - 432100 7/06/2016 Verizon - May 4 - June 3 46.03 07/15/2016 602 - 49490 - 432100 7/06/2016 Home Depot - 16 "x25 "xl" Household Pleat Fltr 3.87 07/15/2016 601 - 49440 - 421990 7/06/2016 Home Depot - 16 "x25 "xl" Household Pleat Fltr 3.87 07/15/2016 602 - 49490 - 421990 7/06/2016 Home Depot - (2) self leveling sealant 22.94 07/15/2016 601 - 49440 - 422300 7/06/2016 Pipeline /DSG -(20) ft. PVC 10' pipe 30.90 07/15/2016 601 - 49440 - 421990 7/06/2016 Cub - resale - (40) limes; (8) lemons 47.52 07/15/2016 609 - 49750- 425500 7/06/2016 Home Depot -(3) 29oz sealant; expantion joint; c 28.40 07/15/2016 601- 49440 - 422300 7/06/2016 Home Depot -(3) 29oz sealant; expantion joint; c 28.40 07/15/2016 602 - 49490 - 421990 7/06/2016 G & K - mats- inv#1043497198; 1043486202 116.70 07/15/2016 609 - 49754- 431990 7/06/2016 Home Depot -(9) cedar brd asst; saw blade; etc -I 338.48 07/15/2016 101 - 45201- 421650 7/06/2016 Grafix Shoppe- (100) Reflective Emblems 379.60 07/15/2016 101 - 42200 - 421990 7/06/2016 H & L Mesabi - Loader Center Blade- Streets 396.57 07/15/2016 101- 43125- 422460 7/06/2016 Moon Motors- Lawnmower - 2016 Honda 426.43 07/15/2016 101 - 45201- 421650 7/06/2016 Site One- Transmitter receiver smartport - Parks 468.28 07/15/2016 101 - 45201- 422510 7/06/2016 MN PCA- Hazardous Waste Fees- PW 496.24 07/15/2016 101 - 43127 - 443700 7/06/2016 Brock White - (10) Elephant Armor Mortar 507.80 07/15/2016 101 - 43130- 421990 7/06/2016 Aramark- 5/5 -26 inv uniforms - Parks 108.42 07/15/2016 101 - 45201- 441700 7/06/2016 Aramark- 5/5 -26 inv uniforms - Sewer 61.61 07/15/2016 602 - 49490 - 441700 7/06/2016 Aramark- 5/5 -26 inv uniforms - Water 61.61 07/15/2016 601 - 49440 - 441700 7/06/2016 Aramark- 5/5 -26 inv uniforms - Streets 172.00 07/15/2016 101 - 43120 - 441700 7/06/2016 Aramark- 5/5 -26 shop towels 117.39 07/15/2016 101 - 43127 - 421990 7/06/2016 Arctic Glacier - resale Inv #1955614811; 195561 654.70 07/15/2016 609 - 49750- 425500 7/06/2016 Spirit Comm- 6/1- 30/2016 Mo. Billing 658.32 07/15/2016 656- 49877 - 431990 7/06/2016 Emergency Auto - Front load Traffic Advisor;(2) 909.44 07/15/2016 101 - 43120 - 422110 7/06/2016 Central Wood Prod- (90) Rec -Step Cert. Playgro 1,572.50 07/15/2016 101 - 45201- 422500 7/06/2016 WHCE - alum. bronze light base cover- 210.00 07/15/2016 101 - 43160 - 421530 7/06/2016 WHCE - Sunset Ponds Lift Sta.5 /1- 6/6/2016 100.47 07/15/2016 602 - 49490 - 438100 7/06/2016 WHCE - (30) lights 4018 Sc. Blvd 415.50 07/15/2016 101 - 43160- 431900 7/06/2016 WHCE - Chelsea Rd. East 180.00 07/15/2016 101 - 43160 - 431900 7/06/2016 WHCE - (9) lights -7th St & Highland Wy 90.00 07/15/2016 101 - 43160 - 431900 7/06/2016 WHCE -Cedar St. Dundas to Chelsea 124.65 07/15/2016 101 - 43160 - 431900 7/06/2016 WHCE Sc. Blvd Fenning Ave CSAh18 to Edmoi 372.00 07/15/2016 101 - 43160 - 431900 7/06/2016 WHCE HADCO lights@ E 7th st 357.75 07/15/2016 101 - 43160 - 431900 7/06/2016 WHCE - W 7th St & adjacent pathwy 119.75 07/15/2016 101 - 43160 - 431900 7/06/2016 WHCE - 2014 W 7th St -CR 39 110.50 07/15/2016 101 - 43160 - 431900 7/06/2016 ESS Bros.- Man Hole proj- (15) ductile Adj. Rin 2,404.50 07/15/2016 101 - 43130 - 421990 7/06/2016 NBP - Tape, Post Its, Pocket Files 74.00 07/15/2016 101 - 41940- 421990 AP- Computer Check Proof List by Vendor (07/14/2016 - 2:19 PM) Invoice No Description Amount Payment Date Acct Number 7/06/2016 USPS - Priority Mail to St.Paul (2 pkgs) 15.65 07/15/2016 217 - 41990- 432200 7/06/2016 Walmart - Display Pockets (8) 31.76 07/15/2016 217 - 41990 - 421990 7/06/2016 Wall Street Journal - Monthly Subscription 32.99 07/15/2016 101 - 41520- 443300 7/06/2016 Moon Motors- #224- bolt 0.99 07/15/2016 101 - 45201- 422110 7/06/2016 Holiday - Core City 28pk water 3.99 07/15/2016 601 - 49440 - 421990 7/06/2016 Holiday - Core City - (3) water 4.47 07/15/2016 601 - 49440 - 421990 7/06/2016 Monti Napa - shop supply - Berryman 200 5.82 07/15/2016 101 - 43127 - 421990 7/06/2016 Holiday Core Project (2) 15pk water 5.98 07/15/2016 601 - 49440 - 421990 7/06/2016 Home Depot -(4) 2x4 -96" Prime KD whitewood 8.84 07/15/2016 101 - 45201 - 421650 7/06/2016 Martie's- ZPARKS - DOGPRK - (2) Galv. Pans 8.98 07/15/2016 229 - 45202- 453010 7/06/2016 IMPARK- League of MN Cities conf. parking- R 10.00 07/15/2016 101 - 41310 - 433100 7/06/2016 Home Depot - (2) 601b. sand/top mix- curb 10.38 07/15/2016 101 - 43130 - 421990 7/06/2016 Home Depot - (2) 601b. sand/top mix- curb 10.38 07/15/2016 101 - 43130 - 421990 7/06/2016 Runnings -Hyd. Fitting; Recoil Rope 10.59 07/15/2016 101 - 43120 - 422100 7/06/2016 Grady's - sod cutter; 5' cable aircraft 3/32" galv. 11.69 07/15/2016 101 - 45201- 422100 7/06/2016 Home Depot - (3) 601b. sand/top mix- curb 15.57 07/15/2016 101 - 43130 - 421990 7/06/2016 Grady's - #109- (4) cored Hex HD plug 15.96 07/15/2016 101 - 43120 - 422100 7/06/2016 Home Depot - ZPARKS-DOGPRK- drainage gn 16.81 07/15/2016 229 - 45202- 453010 7/06/2016 Gradys -(6) paint tray lnr; 3qt. paint tray; sand di 18.98 07/15/2016 101 - 45201- 421650 7/06/2016 Monti Napa - #109- (6) CP screw 19.68 07/15/2016 101 - 43120 - 422100 7/06/2016 Home Depot - (2) 601b. sand/top; 92.61b Portlanc 20.73 07/15/2016 101 - 43130 - 421990 7/06/2016 Runnings (2) adapter 12FP- 12FP -BP E30 21.98 07/15/2016 101 - 45201- 421650 7/06/2016 Monti Napa Sod Ctr -(2) FHP Powerate 22.14 07/15/2016 101 - 45201 - 422100 7/06/2016 Super America - #1 Unleaded Fuel 12..196 gals ( 27.67 07/15/2016 656- 49877 - 421200 7/06/2016 Monti Napa 4231 (2) flasher; Relay 28.32 07/15/2016 101 - 45201- 422100 7/06/2016 Runnings (12) Engine Oil- Parks 28.68 07/15/2016 101 - 45201- 421650 7/06/2016 Runnings - (4) Still - Special order prod. 29.20 07/15/2016 101 - 46102- 421990 7/06/2016 Cub - resale - (35) limes 34.65 07/15/2016 609 - 49750- 425500 7/06/2016 Home Depot -(2) wax wire lube; (2) 60pc drill pi 36.02 07/15/2016 656- 49877 - 421990 7/06/2016 Runnings - fuel hose 1 "x15' 49.91 07/15/2016 101 - 43127 - 422990 7/06/2016 Kwik Trip - Unleaded Fuel 29.201 gals @ $2.29! 67.13 07/15/2016 656- 49877 - 421200 7/06/2016 Gempler's - (2) push brooms- shop 98.85 07/15/2016 101 - 43127 - 422100 7/06/2016 G & K - mats- inv#1043502761; 1043491707 114.03 07/15/2016 609 - 49754- 431990 7/06/2016 Monti Napa - (7) asst. filters- shop supplies 117.72 07/15/2016 101 - 43127- 422120 7/06/2016 DISH- June & July 2016 service 120.76 07/15/2016 609 - 49754- 432500 7/06/2016 Bermel's - Steel Toe boot M.T 2015 &2016- 1/2 71.50 07/15/2016 601 - 49440 - 420650 7/06/2016 Bermel's - Steel Toe boot M.T. 2015 & 2016 -1/2 71.50 07/15/2016 602 - 49490 - 420650 7/06/2016 John's Welding - BLOL sign- Photo contest 195.00 07/15/2016 101 - 45201- 431990 7/06/2016 Northern Tool Equipment - pressure washer purr 209.41 07/15/2016 101 - 45201- 422100 7/06/2016 Monti Napa- (10) asst. filters- shop supplies 294.26 07/15/2016 101 - 43127 - 422120 7/06/2016 Lakeland Transmission- 2010 Ford- (2) shiftsole: 372.76 07/15/2016 656- 49877 - 431990 7/06/2016 Lano - Brush Cutter blades; shipping 405.78 07/15/2016 101 - 43120 - 422100 7/06/2016 Brock White - (I 0)501b. Elephant Armor Mortar. 507.80 07/15/2016 101 - 43130 - 421990 AP- Computer Check Proof List by Vendor (07/14/2016 - 2:19 PM) Invoice No Description Amount Payment Date Acct Number 7/06/2016 ESS Bros.- Man Hole prof- (15) ductile Adj. Rin 913.50 07/15/2016 101 - 43130 - 421990 7/06/2016 John's Welding - ZPARKS- DOGPRK- Paws ben 955.00 07/15/2016 229 - 45202- 453010 7/06/2016 John's Welding - ZPARKS- DOGPRK- Paws ben 955.00 07/15/2016 229 - 45202- 453010 7/06/2016 WHCE - 1645 & 1675 CR 39 31.65 07/15/2016 602 - 49490 - 438100 7/06/2016 WHCE - DMV 19.95 07/15/2016 217 - 41990 - 431900 7/06/2016 WHCE - 2171 W Rvr St- Parks 36.45 07/15/2016 101 - 45201- 431900 7/06/2016 WHCE - 303 W 6th St.- Fire 27.95 07/15/2016 101 - 42200 - 431900 7/06/2016 WHCE - 5980 Jason Ave- Water 19.95 07/15/2016 601 - 49440 - 431900 7/06/2016 WHCE - MCC 27.95 07/15/2016 226 - 45122- 431900 7/06/2016 WHCE - 207 Chelsea - Water 32.95 07/15/2016 601 - 49440 - 431900 7/06/2016 WHCE - 209 Cedar - Water 29.95 07/15/2016 601 - 49440 - 431900 7/06/2016 WHCE - 132 E. Brdway - Water 19.95 07/15/2016 601 - 49440 - 431900 7/06/2016 WHCE - 107 River St W - Park 19.95 07/15/2016 101 - 45201- 431900 7/06/2016 WHCE - Hi -Way Liquor- July 2016 21.32 07/15/2016 609 - 49754- 431900 7/06/2016 WHCE - MCC- July 2016 19.95 07/15/2016 226- 45122- 431900 7/06/2016 WHCE - Water- July 2016 29.95 07/15/2016 601 - 49440 - 431900 7/06/2016 WHCE - 909 Golf Course Rd- July 2016 19.95 07/15/2016 101 - 43110- 431900 7/06/2016 WHCE - Gen. Street Lighting 1,342.17 07/15/2016 101- 43160 - 431900 7/06/2016 WHCE - (14) lights 4489 Sc. Blvd 193.90 07/15/2016 101 - 43160 - 431900 7/06/2016 NBP - Letter Tray 29.34 07/15/2016 101 - 41410 - 421990 7/06/2016 NBP - Earbuds 6.99 07/15/2016 101 - 41940 - 421990 7/06/2016 NBP - Pens 25.47 07/15/2016 101 - 41410- 421990 7/06/2016 NBP - Pencil Holder, Clips 21.52 07/15/2016 101 - 41940 - 421990 7/06/2016 Kwik Trip - Unleaded Fuel 9.568 gals @ $2.299 22.00 07/15/2016 217 - 41990 - 421200 7/06/2016 Banners.com - Vinyl Banner 117.53 07/15/2016 217 - 41990 - 434990 7/06/2016 Banners.com - Vinyl Banner 107.93 07/15/2016 217 - 41990 - 434990 7/06/2016 Impark - Parking JO 7.00 07/15/2016 101 - 41310- 433100 7/06/2016 Impark - Parking JO 7.00 07/15/2016 101 - 41310 - 433100 7/06/2016 Cub - Volunteer Picnic Food 163.23 07/15/2016 101 - 41800 - 443990 7/06/2016 VariDesk - Sit/Stand Work Station JT 495.00 07/15/2016 213 - 46500- 443990 7/06/2016 Monticello Printing - Name Badges/Plates for M 104.50 07/15/2016 101 - 41940 - 421990 7/06/2016 Canal Park Lodge - 2016 EDAM Conference JT 146.90 07/15/2016 213 - 46500- 433100 7/06/2016 Cub - Food for Security Training Session 6/27 22.68 07/15/2016 101 - 41800 - 443990 7/06/2016 Von Hansons - Food for Volunteer Picnic 143.24 07/15/2016 101 - 41800 - 443990 7/06/2016 Grady's - Battery for Digital Scale in Fitness Are 17.97 07/15/2016 226 - 45122- 421990 7/06/2016 Grady's - Hardware for Basketball Rack 1.53 07/15/2016 226 - 45122- 422990 7/06/2016 Grady's - Batteries for Digital Scale 17.98 07/15/2016 226 - 45122- 421990 7/06/2016 Home Depot - Caulk & Backer Rod for Sidewatl 44.85 07/15/2016 226 - 45122- 422990 7/06/2016 Home Depot - F. I. Project Supplies: Sand & Pai 6.23 07/15/2016 226 - 45127- 421981 7/06/2016 Super America - Propane for Grill - Volunteer Pi 14.95 07/15/2016 101 - 41800 - 443990 7/06/2016 Super America - Unleaded Fuel 10.756 gals @ $ 24.08 07/15/2016 217- 41990 - 421200 7/06/2016 Cub - Concession: Straws, Bananas, Apples, Pro 72.01 07/15/2016 226 - 45127- 425410 7/06/2016 NBP - Bulletin Board, Pushpins, Earbuds (2) 56.46 07/15/2016 101 - 41940- 421990 AP- Computer Check Proof List by Vendor (07/14/2016 - 2:19 PM) Invoice No Description Amount Payment Date Acct Number 7/06/2016 Wahnart - F.I. Craft Supplies 53.78 07/15/2016 226 - 45127- 421981 7/06/2016 Target - F.I. Project Supplies, Movie, Thermome 61.24 07/15/2016 226 - 45127- 421981 7/06/2016 Fastenal - Hardware 4.72 07/15/2016 226 - 45127- 422990 7/06/2016 Babies R Us - Toys for Swim Lessons 58.86 07/15/2016 226 - 45127- 421980 7/06/2016 Spectrum Sports - Inspection on Auto Belays 435.00 07/15/2016 226 - 45122- 440440 7/06/2016 Paula Paulson - Draping for Burns Wedding 6 -2- 350.00 07/15/2016 226 - 45127- 431990 7/06/2016 Electric Motor Service - Condensing Fan Motors 583.96 07/15/2016 226 - 45122- 422100 7/06/2016 Olson & Sons Electric - Fuses & Capacitor - #10 69.67 07/15/2016 226 - 45122- 422100 7/06/2016 G & K - Uniform Rental - Jeans 8.64 07/15/2016 226 - 45122- 441700 7/06/2016 G & K - Mops 43.30 07/15/2016 226 - 45122- 431110 7/06/2016 G & K - Towel Rental 13.20 07/15/2016 226 - 45122- 441710 7/06/2016 Constant Contact - Monthly Email Marketing Se 55.00 07/15/2016 226 - 45122- 430910 7/06/2016 Dacotah Paper - Cleaning Supplies 919.04 07/15/2016 226 - 45122- 421100 7/06/2016 Dacotah Paper - Bathroom & Locker Room Supl 868.45 07/15/2016 226 - 45122- 421990 7/06/2016 Dacotah Paper - Concession Supplies - Forks, Sy 110.13 07/15/2016 226- 45127- 425410 7/06/2016 Gradys - Faucet Lines 19.96 07/15/2016 101 - 45501- 443990 7/06/2016 Skillpath Seminars - Excel Seminar JC 8 -4 -16 111.20 07/15/2016 101 - 41520- 433100 7/06/2016 Trusted Employees - Background Checks (3) 69.00 07/15/2016 226 - 45122- 431990 7/06/2016 Trusted Employees - Background Check MA 63.00 07/15/2016 609 - 49754- 431990 7/06/2016 Trusted Employees - Background Check JT 23.00 07/15/2016 101 - 41910 - 431990 7/06/2016 Trusted Employees - Background Checks - Mass 157.00 07/15/2016 101 - 41310 - 431990 7/06/2016 Monti Napa -spark plug 2.21 07/15/2016 101 - 42200 - 422110 7/06/2016 USPS - certified letter 3.77 07/15/2016 656- 49870 - 432200 7/06/2016 USPS - certified letter 3.77 07/15/2016 656- 49870 - 432200 7/06/2016 Home Depot - (3) low volt. old work I G- FNM 4.17 07/15/2016 656- 49877 - 421990 7/06/2016 Gradys -East Bridge- (4) tee funnypipe couple 3i 7.16 07/15/2016 101 - 45201- 421650 7/06/2016 Runnings - toro mower- wheel spinner 9.99 07/15/2016 101 - 43120 - 421990 7/06/2016 Home Depot -(2) l Opk blk elect tape 10.62 07/15/2016 656- 49877 - 421990 7/06/2016 Gradys -(2) duct tape 12.98 07/15/2016 601 - 49440 - 421990 7/06/2016 Speedee Delivery- lead & copper samples 14.62 07/15/2016 601 - 49440 - 432200 7/06/2016 Kwik Trip - #3 - Unleaded Fuel 7.577 gals @ $2 16.96 07/15/2016 656- 49877 - 421200 7/06/2016 Home Depot - (6) 601b concrete mix 17.10 07/15/2016 101 - 45201- 421650 7/06/2016 Grady's - Paver - level; rule tape 28.98 07/15/2016 101 - 43120 - 421990 7/06/2016 Cub - resale - (30) limes; (4) lemons 33.66 07/15/2016 609 - 49750- 425500 7/06/2016 General Rental -(2) 201b propane fill 35.56 07/15/2016 101 - 43120 - 421990 7/06/2016 Johnson Material- (6.25) tons washed sand 37.10 07/15/2016 101 - 45201- 421990 7/06/2016 Home Depot - cutting pliers; crimping pliers 43.43 07/15/2016 656- 49877 - 421990 7/06/2016 Super America - #1 Unleaded Fuel 20.104 gals (c 44.41 07/15/2016 656- 49877 - 421200 7/06/2016 Grady's - (8) 601b concrete mix 51.92 07/15/2016 101 - 43120 - 421990 7/06/2016 Home Depot - Meadow Oaks- (12) 801b concrete 58.02 07/15/2016 101 - 45201- 421650 7/06/2016 Kwik Trip - #2 - Unleaded Fuel 27.785 gals @ $ 62.21 07/15/2016 656- 49877 - 421200 7/06/2016 Cub -P.W.- (5) coffee; (4) facl. tissue; (2) plates; 82.36 07/15/2016 101 - 43127 - 421990 7/06/2016 Domino's Pizza - Spruce Dr. fire - pizza 89.63 07/15/2016 101 - 42200 - 421990 AP- Computer Check Proof List by Vendor (07/14/2016 - 2:19 PM) Invoice No Description Amount Payment Date Acct Number 7/06/2016 Cub - resale - (80) limes; (12) lemons 91.08 07/15/2016 609 - 49750- 425500 7/06/2016 Home Depot - (10) 40x10; pvc cement; primer;r 93.78 07/15/2016 101 - 45201- 421650 7/06/2016 Home Depot - 71b turf blder,(3) red sfty mark; (4 132.40 07/15/2016 656- 49877 - 421990 7/06/2016 NBP -case suckers; doz. legal pads; foam tape; e 194.31 07/15/2016 609 - 49754- 421990 7/06/2016 Electrio -Meth - Xcel Bllflds- console; (4) 10' cab 464.00 07/15/2016 101 - 45201- 421650 7/06/2016 Brock White - (15) 501b Elephant Armor Mortar 761.70 07/15/2016 101 - 43130 - 421990 7/06/2016 Brock White - Edger walking; (4) hndl.bull float 901.22 07/15/2016 101 - 43130 - 421990 7/06/2016 Arctic Glacier - resale (7) invoices Mat Service - 1,433.36 07/15/2016 609 - 49750- 425500 7/06/2016 Diamond Vogel- (15) 5g white; (25) 50# glass be 2,396.85 07/15/2016 101 - 43120- 421510 7/06/2016 Fastenal - #116- (27) shear bolts 4.36 07/15/2016 101 - 43120 - 422110 7/06/2016 Grady's - (4) stop nut uss; (8) washers 5.60 07/15/2016 101 - 45201- 421650 7/06/2016 Home Depot - rope clamp; (6) pastic covered wii 7.84 07/15/2016 101 - 45201- 421650 7/06/2016 Olson & Sons Electric - (10) bulbs- Xcel scorebc 10.00 07/15/2016 101 - 45203- 421990 7/06/2016 Fastenal - 475ct. Towels;(8) Nylock; (2) markers 63.51 07/15/2016 101 - 45201- 421650 7/06/2016 Home Depot - (25) 601b. concrete mix 76.15 07/15/2016 101 - 45201- 421650 7/06/2016 Runnings - wheelbarrow 160.30 07/15/2016 101 - 45201- 421650 7/06/2016 Dyna - shop supplies- (2) cryobit w /flats; (50) cll 217.12 07/15/2016 101 - 43127 - 421990 7/06/2016 Royal Tire- (2) mower trailer tires 260.18 07/15/2016 101- 45201- 422200 7/06/2016 Amazon - IRET E7 cabinet- FNM 779.79 07/15/2016 656- 49877 - 421990 7/06/2016 Libson Twin City- Return core charge 5/24/16 -35.00 07/15/2016 101 - 43120 - 422110 7/06/2016 Safety Kleen- (8)g waste combustible liquid 202.55 07/15/2016 101 - 43127 - 431990 7/06/2016 BigMouth.com- resale - flasks; can coolers; partm 263.25 07/15/2016 609 - 49750- 425400 7/06/2016 Locator & Supplies- (4) 50pk survey lath; (8) lut 446.64 07/15/2016 101 - 43120 - 422600 7/06/2016 TRS - (12) Labels; (24) label plastic hldr 533.73 07/15/2016 609 - 49754 - 421990 7/06/2016 Big Lake Lumber -28x51 frame PW window 258.39 07/15/2016 601 - 49440 - 422300 7/06/2016 Big Lake Lumber- (60)bwn trt. for tables; (14) 6r, 1,231.17 07/15/2016 101 - 45201- 421650 7/06/2016 Locator & Supplies- (3) Ped. in x -walls 827.03 07/15/2016 101 - 43120 - 422600 7/06/2016 Home Depot -MCC parking lot- (10) 601b. concr 19.80 07/15/2016 101 - 43120 - 422600 7/06/2016 Runnings Rvrside Cemetery- (3) 10' black pipe 38.44 07/15/2016 651- 49010 - 421990 7/06/2016 Constant Contact - Price Increase Monthly Emai 5.00 07/15/2016 226 - 45122- 430910 7/06/2016 Home Depot - Boards for Gaps in Cement 8.10 07/15/2016 226 - 45122- 422990 7/06/2016 Gradys -caulk gun for sidewalks 8.49 07/15/2016 226 - 45122- 422990 7/06/2016 Walmart - F.I. Craft Supplies 70.97 07/15/2016 226 - 45127- 421981 7/06/2016 Wahnart - (2) gv pepper; (4) salt; (2) 4.5oz ML n 40.68 07/15/2016 226 - 45127- 420750 7/06/2016 Walmart - squeegee 2.28 07/15/2016 226 - 45122- 421100 Check Total: 99,782.13 Vendor: 2438 VANCO SERVICES LLC Check Sequence: 8 00007557637 Vanco - Fitness Rewards - June 2016 63.00 07/15/2016 226 - 45122- 430700 00007560731 Vanco - Gateway Exchange - June 2016 40.10 07/15/2016 656- 49870 - 443980 00007560731 Vanco - Gateway Exchange - June 2016 10.75 07/15/2016 601 - 49440 - 443980 00007560731 Vanco - Gateway Exchange - June 2016 10.75 07/15/2016 602 - 49490 - 443980 AP- Computer Check Proof List by Vendor (07/14/2016 - 2:19 PM) Invoice No Description Amount Payment Date Acct Number Check Total: 124.60 Total for Check Run: 724,451.66 Total of Number of Checks: The proceeding list of bills payable was Date: 7/25/2016 Approved by AP- Computer Check Proof List by Vendor (07/14/2016 - 2:19 PM) Accounts Payable Computer Check Proof List by Vendor User: Debbie.Davidson M( Printed: 07/19/2016 - 12:22PM Batch: 00204.07.2016 - 204.07.2016 AP Invoice No Description Amount Payment Date Acct Number Vendor: 4507 CITY OF ANNANDALE Check Sequence: 1 WCAT 2016 WCAT dues 2016 1,250.00 07/19/2016 10145178- 431990 Check Total: 1,250.00 Total for Check Run: 1,250.00 Total of Number of Checks: AP- Computer Check Proof List by Vendor (07/19/2016 - 12:22 PM) 1 The preceding list of bills payable we Date: 7/25/2016 Approved by Accounts Payable Computer Check Proof List by Vendor User: Debbie.Davidson Printed: 07/20/2016 - 12:47PM Batch: 00203.07.2016 - 203.07.2016 AP Invoice No Description Amount Payment Date Acct Number Vendor: 1003 A M PROMOTIONS Check Sequence: I H1255 Drawstring Backpacks (500) - "Power of Produc 747.35 07/26/2016 226 - 00000 - 220100 Check Total: 747.35 Vendor: 3974 A+ TAXI OF MONTICELLO INC Check Sequence: 2 20131032 June 2016 - 839 rides 3,333.33 07/26/2016 101 - 45178- 431990 Check Total: 3,333.33 Vendor: 2139 ADVANCED FIRST AID INC Check Sequence: 3 0716 -266 AED, Battery, Mounting Cabinet - Purchased wi 1,000.00 07/26/2016 226 - 45122- 421990 Check Total: 1,000.00 Vendor: 3491 ARTISAN BEER COMPANY Check Sequence: 4 3112439 resale - beer 32.00 07/26/2016 609 - 49750- 425200 3113194 resale - beer 37.00 07/26/2016 609- 49750- 425200 Check Total: 69.00 Vendor: 1064 BECKER SOD LLC Check Sequence: 5 10506 (8) rolls sod- Parks 24.00 07/26/2016 101 - 45201- 421650 10506 (23) rolls sod- PW 69.00 07/26/2016 101 - 43120 - 422500 Check Total: 93.00 Vendor: 1065 BELLBOY CORPORATION Check Sequence: 6 54401700 resale - liquor 1,537.66 07/26/2016 609 - 49750- 425100 54401700 freight 20.25 07/26/2016 609 - 49750- 433300 Check Total: 1,557.91 Vendor: 1067 BERNICK'S Check Sequence: 7 AP- Computer Check Proof List by Vendor (07/20/2016 - 12:47 PM) Invoice No Description Amount Payment Date Acct Number 145976 resale - soda pop 156.75 07/26/2016 609 - 49750- 425400 145976 resale -juice 32.80 07/26/2016 609 - 49750- 425500 145977 resale - beer 1,822.40 07/26/2016 609 - 49750- 425200 146666 resale - pop, water, juice 751.52 07/26/2016 226 - 45127- 425410 148944 resale - soda pop 69.45 07/26/2016 609 - 49750- 425400 148944 resale -juice 32.80 07/26/2016 609 - 49750- 425500 148945 resale - beer 758.80 07/26/2016 609 - 49750- 425200 148946 resale - credit soda pop -8.47 07/26/2016 609 - 49750- 425400 148947 resale -beer credit -31.08 07/26/2016 609 - 49750- 425200 Check Total: 3,584.97 Vendor: 4328 BREAKTHRU BEVERAGE MN WINE & SPIF Check Sequence: 8 1080496031 resale - liquor 3,435.96 07/26/2016 60949750- 425100 1080496031 resale - wine 40.00 07/26/2016 609 - 49750- 425300 1080496031 resale - mix 156.00 07/26/2016 609 - 49750- 425400 1080496031 freight 47.73 07/26/2016 609 - 49750- 433300 1080499036 resale - liquor 2,505.06 07/26/2016 609 - 49750- 425100 1080499036 resale - wine 806.48 07/26/2016 609 - 49750- 425300 1080499036 freight 49.79 07/26/2016 609 - 49750- 433300 Check Total: 7,041.02 Vendor: 1086 BURNHAM COMPANIES LLC Check Sequence: 9 4118 (20) yds. Gold mulch 400.00 07/26/2016 101 - 45201- 422500 4118 (7) yds. Gold mulch 140.00 07/26/2016 226 - 45122- 422500 4125 (20) yds Gold mulch 400.00 07/26/2016 101 - 45201- 422500 4129 (20) yds. Gold mulch 400.00 07/26/2016 101 - 45201- 422500 Check Total: 1,340.00 Vendor: 1094 CAREFREE LAWN SERVICE INC Check Sequence: 10 15509 (2) Hillside Cemetery mowing /litter & debris rer 320.00 07/26/2016 101 - 45201- 431050 15509 (2) Rvrside Cemetery mowing 1,100.00 07/26/2016 651- 49010 - 431050 15533 Brush Hog - 2 Mowings - Fairway Lane & Starli 100.00 07/26/2016 101 - 42400 - 431050 Check Total: 1,520.00 Vendor: 4089 CARLSON & LYTER DISTRIBUTING, INC Check Sequence: 11 07062016 resale- beer 125.00 07/26/2016 609 - 49750- 425200 Check Total: 125.00 Vendor: 2213 CBS TV STATIONS Check Sequence: 12 AP- Computer Check Proof List by Vendor (07/20/2016 - 12:47 PM) Invoice No Description Amount Payment Date Acct Number 63016 WCCO June 2016 1,219.15 07/26/2016 656- 49879 - 430920 Check Total: 1,219.15 Vendor: 1101 CENTERLINE FRAME & AUTO BODY Check Sequence: 13 1967 2002 Trailblazer- (2) susp whl hub; rotor; pad -T 639.76 07/26/2016 101 - 42200 - 440500 Check Total: 639.76 Vendor: 1106 CENTRAL MCGOWAN INC Check Sequence: 14 00068856 Monthly Tank Rental 45.00 07/26/2016 226 - 45122- 441500 00947117 Bulk Carbon Dioxide (131 lbs) 52.20 07/26/2016 226 - 45122- 421600 00948149 Bulk Carbon Dioxide (278 lbs) 81.60 07/26/2016 226 - 45122- 421600 00949603 Bulk Carbon Dioxide (375 lbs) 101.00 07/26/2016 226 - 45122- 421600 Check Total: 279.80 Vendor: 1973 CLIMATE MAKERS INC Check Sequence: 15 53185 Replace Expansion Valve 993.00 07/26/2016 226 - 45122- 440440 Check Total: 993.00 Vendor: 4158 COMMERCIAL ASPHALT COMPANY Check Sequence: 16 160630 (11.31) ton Hotmix 566.64 07/26/2016 101 - 43120 - 422400 Check Total: 566.64 Vendor: 1894 CONDON AND SKELLY Check Sequence: 17 CSA04502605 Renewal for 1929 Fire Truck Insurance 9/21/16 96.00 07/26/2016 101 - 42200 - 436300 Check Total: 96.00 Vendor: 1129 DAHLHEIMER BEVERAGE LLC Check Sequence: 18 1208809 resale - beer 30,594.07 07/26/2016 609 - 49750- 425200 1208809 resale - mix 218.65 07/26/2016 609 - 49750- 425400 1208845 resale - beer 369.00 07/26/2016 609 - 49750- 425200 128669 resale - beer 18,785.23 07/26/2016 609 - 49750- 425200 128669 resale - beer n/a 311.90 07/26/2016 609 - 49750- 425400 128834 resale - beer 1,642.40 07/26/2016 609 - 49750- 425200 128834 resale - beer n/a 84.00 07/26/2016 609 - 49750- 425400 129051 resale - beer 87.30 07/26/2016 609 - 49750- 425200 129066 resale - beer 245.00 07/26/2016 609 - 49750- 425200 129067 resale - beer credit -25.20 07/26/2016 609 - 49750- 425200 129118 resale - beer 1,303.25 07/26/2016 609 - 49750- 425200 AP- Computer Check Proof List by Vendor (07/20/2016 - 12:47 PM) Invoice No Description Amount Payment Date Acct Number 129118 resale - beer n/a 57.90 07/26/2016 609 - 49750- 425400 129400 resale - beer 1,242.40 07/26/2016 609 - 49750- 425200 Check Total: 54,915.90 Vendor: 1153 ECM PUBLISHERS INC Check Sequence: 19 370294 Farmers Market Ad# 555226 65.00 07/26/2016 226 - 45127- 434990 372543 Postusta Hearing Ad# 560829 206.12 07/26/2016 101 - 41910- 435100 372544 Janikowski Hearing Ad# 560831 174.41 07/26/2016 101 - 41910- 435100 372545 Ramerth Hearing Ad# 560837 221.97 07/26/2016 101 - 41910 - 435100 372546 Red Rooster Properties Hearing Ad# 560841 190.26 07/26/2016 101 - 41910 - 435100 375496 ZZDAHL - Ord #648 Ad# 569596 230.75 07/26/2016 101 - 41910 - 435100 375497 ZMISHS - Ord #649 Ad# 569604 276.90 07/26/2016 101 - 41910 - 435100 376010 River Fest Block Party Ad# 558062 235.00 07/26/2016 10145130- 444210 376011 River Fest Free Skate Ad# 558061 235.00 07/26/2016 226 - 45122- 434990 377968 Ad# 557513 Riverfest 7/7 & 8/2016 445.00 07/26/2016 609 - 49754- 434990 378202 Candidacy Filings Ad# 572457 112.30 07/26/2016 101 - 41410- 435100 Check Total: 2,392.71 Vendor: 1680 EPIC PRODUCTS INC Check Sequence: 20 0499635 resale- gift wine bags 159.60 07/26/2016 609 - 49750- 425400 0499635 freight 17.01 07/26/2016 609 - 49750- 433300 Check Total: 176.61 Vendor: 2561 FERGUSON WATERWORKS #2516 Check Sequence: 21 0204489 (40) resale - Meters 4,915.66 07/26/2016 601 - 49440 - 422710 Check Total: 4,915.66 Vendor: 2273 FIBERNET MONTICELLO - ACH Check Sequence: 22 7/1/2016 City Hall Phone - July 2016 1,021.27 07/26/2016 702 - 00000 - 432100 7/1/2016 MCC Phone - July 2016 618.16 07/26/2016 702 - 00000 - 432100 7/1/2016 Ballfields Phone - July 2016 19.51 07/26/2016 702 - 00000 - 432100 7/1/2016 DMV Phone - July 2016 262.59 07/26/2016 702 - 00000 - 432100 7/1/2016 Hi Way Liquor Phone - July 2016 279.96 07/26/2016 702 - 00000 - 432100 7/1/2016 Fire Hall Phone - July 2016 242.83 07/26/2016 702 - 00000 - 432100 7/1/2016 Public Works Phone - July 2016 285.32 07/26/2016 702 - 00000 - 432100 7/1/2016 Parks Phone - July 2016 113.95 07/26/2016 702 - 00000 - 432100 7/1/2016 Prairie Center Phone - July 2016 27.31 07/26/2016 702 - 00000 - 432100 7/1/2016 Sheriff Phone - July 2016 68.78 07/26/2016 702 - 00000 - 432100 7/1/2016 City Hall Internet - July 2016 99.95 07/26/2016 702 - 00000 - 432300 7/1/2016 MCC Internet - July 2016 10.00 07/26/2016 702 - 00000 - 432300 AP- Computer Check Proof List by Vendor (07/20/2016 - 12:47 PM) Invoice No Description Amount Payment Date Acct Number 7/1/2016 Ballfields Internet - July 2016 10.00 07/26/2016 702 - 00000 - 432300 7/1/2016 DMV Internet - July 2016 41.95 07/26/2016 702 - 00000 - 432300 7/1/2016 Hi Way Liquor Internet - July 2016 41.95 07/26/2016 702- 00000 - 432300 7/1/2016 Fire Hall Internet - July 2016 41.95 07/26/2016 702 - 00000 - 432300 7/1/2016 Animal Shelter Internet - July 2016 29.95 07/26/2016 702 - 00000 - 432300 7/1/2016 Public Works Internet - July 2016 69.95 07/26/2016 702 - 00000- 432300 7/1/2016 Sheriff Internet - July 2016 41.95 07/26/2016 702 - 00000 - 432300 7/1/2016 City Hall Cable - July 2016 12.30 07/26/2016 101 - 41310- 431990 7/1/2016 MCC Cable - July 2016 319.39 07/26/2016 226 - 45122- 432500 7/1/2016 City Hall Data Hosting - July 2016 500.00 07/26/2016 702 - 00000 - 431900 7/1/2016 City Hall Service Contract - July 2016 250.00 07/26/2016 702 - 00000 - 431900 Check Total: 4,409.02 Vendor: 2222 FOX SPORTS NET INC Check Sequence: 23 K85019 Fox Sports North June 2016 4,401.42 07/26/2016 656- 49879 - 430920 Check Total: 4,401.42 Vendor: 2462 FOX TELEVISION STATIONS INC Check Sequence: 24 63016 KMSP June 2016 1,120.30 07/26/2016 656- 49879- 430920 63016 -2 WFTC June 2016 197.70 07/26/2016 656- 49879 - 430920 Check Total: 1,318.00 Vendor: 1413 GOPHER STATE ONE CALL INC Check Sequence: 25 6060572 June 2016 (290) tickets- 1/2 Water 195.75 07/26/2016 601 - 49440 - 432770 6060572 June 2016 (290) tickets- 1/2 FNM 195.75 07/26/2016 656- 49877 - 432770 Check Total: 391.50 Vendor: 1206 GRAPE BEGINNINGS INC Check Sequence: 26 MN00006829 resale - wine 270.00 07/26/2016 609 - 49750- 425300 MN00006829 freight 6.75 07/26/2016 609- 49750- 433300 Check Total: 276.75 Vendor: 1207 ELIZABETH GREEN Check Sequence: 27 7/11/2016 Mileage Reimb - Cent Ed Class 7/6 (93.2 miles) 50.33 07/26/2016 101 - 43120 - 433100 7/11/2016 Mileage Reimb - Election Training (23.8 miles) 12.85 07/26/2016 101 - 41410 - 433100 Check Total: 63.18 Vendor: 4218 HOHENSTEINS, INC Check Sequence: 28 AP- Computer Check Proof List by Vendor (07/20/2016 - 12:47 PM) Invoice No Description Amount Payment Date Acct Number 837064 resale -beer 269.85 07/26/2016 609 - 49750- 425200 Check Total: 269.85 Vendor: 2305 HOME BOX OFFICE Check Sequence: 29 63016 HBO June 2016 98.16 07/26/2016 656- 49879 - 430920 63016 HBO Bulk June 2016 278.04 07/26/2016 656- 49879 - 430920 63016 MAX June 2016 25.92 07/26/2016 656- 49879 - 430920 Check Total: 402.12 Vendor: 1244 HORIZON COMMERCIAL POOL SUPPLY Check Sequence: 30 160616032 CO2 Diffuser Assembly 134.46 07/26/2016 226 - 45122- 421610 Check Total: 134.46 Vendor: 2214 HUBBARD BROADCASTING INC Check Sequence: 31 63016 KSTC June 2016 230.65 07/26/2016 656- 49879 - 430920 63016 -2 KSTP June 2016 1,482.75 07/26/2016 656 - 49879 - 430920 Check Total: 1,713.40 Vendor: 4332 INTERSTATE TELCOM CONSULTING, INC Check Sequence: 32 36586 April service- access tariffs; Telecomm report wl 394.13 07/26/2016 656- 49870 - 431970 Check Total: 394.13 Vendor: 1259 JJ TAYLOR DISTRIBUTING Check Sequence: 33 2532397 resale- beer 795.10 07/26/2016 609 - 49750- 425200 2532397 resale- beer n/a 36.80 07/26/2016 609 - 49750- 425400 2532397 resale- beer n/a 3.00 07/26/2016 609 - 49750- 433300 Check Total: 834.90 Vendor: 1263 JOHNSON BROS WHOLESALE LIQUOR Check Sequence: 34 5483396 resale - liquor 2,350.75 07/26/2016 609- 49750- 425100 5483396 freight 30.84 07/26/2016 609 - 49750- 433300 5483397 freight 38.88 07/26/2016 609 - 49750- 433300 5483397 resale - wine 1,147.70 07/26/2016 609 - 49750- 425300 5483397 resale - wine n/a 73.35 07/26/2016 609 - 49750- 425400 5483398 resale - beer 153.93 07/26/2016 609 - 49750- 425200 5483399 resale - liquor 4,085.13 07/26/2016 609 - 49750- 425100 5483399 freight 52.31 07/26/2016 609 - 49750- 433300 5483400 freight 47.16 07/26/2016 609 - 49750- 433300 AP- Computer Check Proof List by Vendor (07/20/2016 - 12:47 PM) Invoice No Description Amount Payment Date Acct Number 5483400 resale - wine 1,954.90 07/26/2016 609 - 49750- 425300 5483400 resale - wine n/a 33.75 07/26/2016 609 - 49750- 425400 5487080 resale - liquor 8,575.39 07/26/2016 609 - 49750- 425100 5487080 freight 96.49 07/26/2016 609 - 49750- 433300 5487081 freight 86.41 07/26/2016 609 - 49750- 433300 5487081 resale- wine 3,005.45 07/26/2016 609 - 49750- 425300 5488489 resale - liquor 1,573.13 07/26/2016 609 - 49750- 425100 5488489 freight 19.67 07/26/2016 609 - 49750- 433300 5488490 freight 48.46 07/26/2016 609 - 49750- 433300 5488490 resale - wine 1,685.21 07/26/2016 609 - 49750- 425300 5488490 resale - mix 101.79 07/26/2016 609 - 49750- 425400 582041 resale- wine credit inv #5483397 -56.00 07/26/2016 609 - 49750- 425300 582041 freight credit -1.44 07/26/2016 609- 49750- 433300 582042 resale- liquor credit inv #5483398 -21.99 07/26/2016 609 - 49750- 425100 582576 resale - wine credit inv # 5487081 -26.30 07/26/2016 609 - 49750- 425300 Check Total: 25,054.97 Vendor: 1297 LOCATORS & SUPPLIES INC Check Sequence: 35 0247141 (2) Arrow overlay 48" sign 92.91 07/26/2016 101 - 43120 - 422600 Check Total: 92.91 Vendor: 1303 M AMUNDSON LLP Check Sequence: 36 220289 resale - cigarettes; juice; marg. salt 992.00 07/26/2016 609 - 49750- 425400 220289 resale - tobacco; can coolers; bottle toppers; etc 477.30 07/26/2016 609 - 49750- 425500 Check Total: 1,469.30 Vendor: 1229 MARRS ADVERTISING & DESIGN INC Check Sequence: 37 1333 Business Cards - JT 65.50 07/26/2016 101 - 41910 - 421990 Check Total: 65.50 Vendor: 3745 MANSFIELD OIL COMPANY Check Sequence: 38 568123 (825) gal diesel @ 1.9730 1,627.75 07/26/2016 101 - 43120 - 421200 568133 (852) gal unleaded @ 1.81 1,541.02 07/26/2016 101 - 43120 - 421200 Check Total: 3,168.77 Vendor: 1308 MARCO INC Check Sequence: 39 308954239 7/10/16 - 8/10/16 Contract 5,252.27 07/26/2016 702 - 00000 - 441500 308954239 Contract Overages 7/10/15 - 7/10/16 789.76 07/26/2016 702 - 00000 - 441500 AP- Computer Check Proof List by Vendor (07/20/2016 - 12:47 PM) Invoice No Description Amount Payment Date Acct Number AP- Computer Check Proof List by Vendor (07/20/2016 - 12:47 PM) Check Total: 6,042.03 Vendor: 1309 MARTIE'S FARM SERVICE INC Check Sequence: 40 902209 (4) 4pk annuals- East Bridge Park 11.80 07/26/2016 101 - 45201- 440900 Check Total: 11.80 Vendor: 1314 MCDOWALL COMPANY Check Sequence: 41 231075 Contract C0520 - AUX Switch & Contractor Pol 686.92 07/26/2016 226 - 45122- 440440 Check Total: 686.92 Vendor: 2215 METRO GOLDWYN MAYER INC Check Sequence: 42 63016 MGM June 2016 87.49 07/26/2016 656- 49879 - 430920 Check Total: 87.49 Vendor: 1330 CITY OF MINNEAPOLIS Check Sequence: 43 400451000300 (233) Transactions - June 2016 209.70 07/26/2016 101 - 42100 - 431990 Check Total: 209.70 Vendor: 4317 MINNESOTA ASSOCIATION OF CEMETERII Check Sequence: 44 2016 Fee MN Cemeteries Assoc. Fee 2016 - Riverside 60.00 07/26/2016 651- 49010 - 421990 Check Total: 60.00 Vendor: 3816 MINNESOTA PIPE & EQUIPMENT COMPAN Check Sequence: 45 0360642 12" Pacer GL Exten; 18" Pacer GL Exten- 1,097.81 07/26/2016 601 - 49440 - 422710 Check Total: 1,097.81 Vendor: 1932 MIRACLE RECREATION EQUIPMENT CO Check Sequence: 46 776646 Diagonal Brace; hots; nuts; 342.03 07/26/2016 101 - 45201- 440800 Check Total: 342.03 Vendor: 2217 MLB NETWORK LLC AFFILIATE SALE Check Sequence: 47 067028 MLB Network June 2016 245.70 07/26/2016 656- 49879 - 430920 Check Total: 245.70 Vendor: 1738 MN DEPT OF HEALTH Check Sequence: 48 Qtr 2 2016 Comm. Water Supply Serv. Conn. Fee Qtr 2 201 6,645.00 07/26/2016 601 - 49440 - 443750 AP- Computer Check Proof List by Vendor (07/20/2016 - 12:47 PM) Invoice No Description Amount Payment Date Acct Number AP- Computer Check Proof List by Vendor (07/20/2016 - 12:47 PM) Check Total: 6,645.00 Vendor: 1349 MN DEPT OF TRANSPORTATION Check Sequence: 49 P00005930 100009 - MNDOT Inspections (Material, Concri 3,824.82 07/26/2016 400 - 43300 - 459010 Check Total: 3,824.82 Vendor: 4138 MONTICELLO LIONS Check Sequence: 50 07/12/2016 Sponsorship for BrewFest 2016 250.00 07/26/2016 609 - 49754- 434990 Check Total: 250.00 Vendor: 1377 MONTICELLO SENIOR CENTER Check Sequence: 51 July 2016 Monthly Allocation - July 2016 4,730.00 07/26/2016 101- 45175- 444310 Check Total: 4,730.00 Vendor: 1798 MOORES EXCAVATING INC Check Sequence: 52 4085 (6) yds Puly. black dirt 150.00 07/26/2016 101 - 43120- 422500 Check Total: 150.00 Vendor: 2218 MUSIC CHOICE Check Sequence: 53 63016 Music Choice June 2016 315.15 07/26/2016 656- 49879 - 430920 Check Total: 315.15 Vendor: 2082 NEUSTAR INC Check Sequence: 54 M- 10850086 June 2016 Local Portability 90.00 07/26/2016 656- 49870 - 431990 Check Total: 90.00 Vendor: 2216 NHL NETWORK Check Sequence: 55 63016 NHL SD June 2016 196.56 07/26/2016 656- 49879 - 430920 Check Total: 196.56 Vendor: 1687 NORTHLAND SECURITIES INC Check Sequence: 56 4560 TIF Management Plan Update - June 2016 2,890.00 07/26/2016 213 - 46301- 431990 Check Total: 2,890.00 Vendor: 1401 NORTHWEST ASSOCIATED CONSULTANTS Check Sequence: 57 22420 June 2016 - Tech Assistance - City Projects 4,349.80 07/26/2016 101 - 41910 - 431990 AP- Computer Check Proof List by Vendor (07/20/2016 - 12:47 PM) Invoice No Description Amount Payment Date Acct Number 22421 ZZDAHL - Tech Assistance Dahlheimer Expansi 3,386.88 07/26/2016 101 - 00000 - 220110 22421 ZMISPW - Tech Assistance Pinewood School - J 155.00 07/26/2016 101 - 00000 - 220110 22421 2016 -035 - Tech Assistance Mills Fleet Farm - J 3,169.25 07/26/2016 101 - 00000 - 220110 22421 ZMISHS - Tech Assist - High School PUD - Jun 1,705.00 07/26/2016 101 - 00000 - 220110 22421 ZMISHS - Tech Assist - High School Gym Addii 852.50 07/26/2016 101 - 00000 - 220110 22421 2016 -001 - Tech Assist - Warnert Bank - June 20 356.50 07/26/2016 101 - 41910- 431990 22421 2016 -033 - Tech Assist - AMAX Storage - June: 449.50 07/26/2016 101 - 00000 - 220110 22421 2016 -034 - Tech Assist - Red Rooster Storage Pi 961.00 07/26/2016 101 - 00000 - 220110 22421 2016 -036 - Tech Assist - Quarry Jankikowski An 806.00 07/26/2016 101 - 00000 - 220110 22421 2016 -037 - Tech Assist - IRT Site Plans - June 2( 217.00 07/26/2016 101 - 00000 - 220110 22422 June 2016 - Tech Assistance - Meetings 300.00 07/26/2016 101 - 41910 - 431990 Check Total: 16,708.43 Vendor: 4368 OFFICE DEPOT INC Check Sequence: 58 851265348001 copy paper case; 12pk pens; ylw. astro- brite; 10( 75.06 07/26/2016 101 - 43110- 421990 Check Total: 75.06 Vendor: 1411 OLSON & SONS ELECTRIC INC Check Sequence: 59 17824 (12) light bulbs- ballfields 37.68 07/26/2016 101 - 45203- 421990 Check Total: 37.68 Vendor: 1412 OMANN BROTHERS INC Check Sequence: 60 12188 (3) AC fines mix 192.00 07/26/2016 101 - 43120 - 422400 12201 (14.02) AC Fines mix 897.28 07/26/2016 101 - 43120 - 422400 12208 (7) AC fines mix 448.00 07/26/2016 101 - 43120 - 422400 12211 (3.01) SPWEA240A 133.40 07/26/2016 101 - 43120- 422400 12224 (1.03) AC fines mix 65.92 07/26/2016 101 - 43120 - 422400 Check Total: 1,736.60 Vendor: 2131 ONVOY LLC Check Sequence: 61 Acct.1556139454 Final Fraud payment #9 of 9 to Acct# 15561394: 2,072.47 07/26/2016 656- 00000 - 202010 Check Total: 2,072.47 Vendor: 1273 PAUSTIS & SONS WINE CO Check Sequence: 62 8554954 resale- wine 991.48 07/26/2016 609 - 49750- 425300 8554954 freight 12.50 07/26/2016 609 - 49750- 433300 8554961 resale - liquor 200.00 07/26/2016 609 - 49750- 425100 8554961 freight 2.25 07/26/2016 609 - 49750- 433300 AP- Computer Check Proof List by Vendor (07/20/2016 - 12:47 PM) Invoice No Description Check Total: Vendor: 4060 POP MEDIA NETWORKS, LLC POP MEDIA 166765 POP June 2016 Check Total: Vendor: 1427 PHILLIPS WINE & SPIRITS CO 2004614 resale - liquor 2004614 freight 2004615 freight 2004615 resale - wine 2004615 resale - mix 2006320 resale - liquor 2006320 freight 2006912 resale - liquor 2006912 freight 2007918 freight 2007918 resale - liquor 2007919 freight 2007919 resale -wine 241749 resale - beer credit inv #2006320 Check Total: Vendor: 4060 POP MEDIA NETWORKS, LLC POP MEDIA 166765 POP June 2016 AP- Computer Check Proof List by Vendor (07/20/2016 - 12:47 PM) Amount Payment Date Acct Number 1,2U6.Z3 3,705.95 39.24 23.04 578.75 169.00 7,097.44 119.52 3,096.80 40.31 20.52 2,150.18 49.31 1,739.03 - 158.44 125,6 /U.6J 489.66 489.66 1,427.30 1,427.30 1,035.38 157.75 7.99 338.33 29.59 1,569.04 16.58 16.58 Check Sequence: 63 07/26/2016 609 - 49750- 425100 07/26/2016 609- 49750- 433300 07/26/2016 609 - 49750- 433300 07/26/2016 609 - 49750- 425300 07/26/2016 609 - 49750- 425400 07/26/2016 609- 49750- 425100 07/26/2016 609 - 49750- 433300 07/26/2016 609 - 49750- 425100 07/26/2016 609 - 49750- 433300 07/26/2016 60949750- 433300 07/26/2016 609 - 49750- 425100 07/26/2016 609 - 49750- 433300 07/26/2016 609 - 49750- 425300 07/26/2016 609 - 49750- 425200 Check Sequence: 64 07/26/2016 656- 49879 - 430920 Check Sequence: 65 07/26/2016 101- 41800- 431960 Check Sequence: 66 07/26/2016 101 - 45130- 444210 07/26/2016 226 - 45127- 421981 07/26/2016 226 - 45122- 433300 07/26/2016 226 - 45127- 425410 07/26/2016 226- 45127- 421460 Check Sequence: 67 07/26/2016 656- 49879 - 430920 Check Total: Vendor: 4506 PROTECTIVE SERVICES INC 2940 Security Awareness Training - 2 Sessions 6/27/1( Check Total: Vendor: 4022 REINHART FOODSERVICE LLC 431940 Block Party - Chips & Hot Dogs 431940 Friendship Island - Snacks - Pudding Cups & Mi 431940 Freight 431940 Concession Resale - Juice, Hot Dogs, Fruit Cups 431940 Party Room- pizza; crispy bars; muffins; etc Check Total: Vendor: 2602 RFD TV 2271 -1199 RFD -TV June 2016 Check Total: AP- Computer Check Proof List by Vendor (07/20/2016 - 12:47 PM) Amount Payment Date Acct Number 1,2U6.Z3 3,705.95 39.24 23.04 578.75 169.00 7,097.44 119.52 3,096.80 40.31 20.52 2,150.18 49.31 1,739.03 - 158.44 125,6 /U.6J 489.66 489.66 1,427.30 1,427.30 1,035.38 157.75 7.99 338.33 29.59 1,569.04 16.58 16.58 Check Sequence: 63 07/26/2016 609 - 49750- 425100 07/26/2016 609- 49750- 433300 07/26/2016 609 - 49750- 433300 07/26/2016 609 - 49750- 425300 07/26/2016 609 - 49750- 425400 07/26/2016 609- 49750- 425100 07/26/2016 609 - 49750- 433300 07/26/2016 609 - 49750- 425100 07/26/2016 609 - 49750- 433300 07/26/2016 60949750- 433300 07/26/2016 609 - 49750- 425100 07/26/2016 609 - 49750- 433300 07/26/2016 609 - 49750- 425300 07/26/2016 609 - 49750- 425200 Check Sequence: 64 07/26/2016 656- 49879 - 430920 Check Sequence: 65 07/26/2016 101- 41800- 431960 Check Sequence: 66 07/26/2016 101 - 45130- 444210 07/26/2016 226 - 45127- 421981 07/26/2016 226 - 45122- 433300 07/26/2016 226 - 45127- 425410 07/26/2016 226- 45127- 421460 Check Sequence: 67 07/26/2016 656- 49879 - 430920 Invoice No Description Amount Payment Date Acct Number Vendor: 1474 PATRICIAA SALZWEDEL Check Sequence: 68 7/11/2016 Mileage Reimbursement June (420 miles) 226.80 07/26/2016 101 - 42700 - 433100 7/11/2016 Supplies - Stain Remover, Dog Food, Spray 73.38 07/26/2016 101 - 42700 - 421990 7/11/2016 Dog License Tags (200) 60.50 07/26/2016 101 - 42700 - 421990 July 2nd Semi Monthly Contract Payment 1,593.75 07/26/2016 101 - 42700 - 431200 Check Total: 1,954.43 Vendor: 4071 JOSH SAMUELSON Check Sequence: 69 07052016 (4) 24pk water bottles- Spruce St house fire 11.96 07/26/2016 101 - 42200 - 421990 Check Total: 11.96 Vendor: 2443 SECURITAS SECURITY SERVICES USA INC Check Sequence: 70 W5271743 6/25/16 - Burns R2253 140.00 07/26/2016 226 - 45122- 431992 Check Total: 140.00 Vendor: 1484 SENSUS METERING SYSTEMS INC Check Sequence: 71 ZA17004839 software support renewal 9/23 - 9/22/2017 1,665.98 07/26/2016 601 - 49440 - 431900 Check Total: 1,665.98 Vendor: 1904 SHEBOYGAN PAINT COMPANY Check Sequence: 72 421009 (4) gal. Hydrant red touch up paint 233.44 07/26/2016 601 - 49440 - 422220 Check Total: 233.44 Vendor: 2497 SHERBURNE WRIGHT CABLE COMMISSIC Check Sequence: 73 7/14/2016 Cable PEG Fees - Qtr 2 2016 1,666.00 07/26/2016 656- 49870 - 432500 7/14/2016 Cable Franchise Fees - Qtr 2 2016 6,812.53 07/26/2016 656- 00000 - 208300 Check Total: 8,478.53 Vendor: 2301 SHOWTIME NETWORKS INC Check Sequence: 74 201606 - 40843608 Showtime June 2016 83.16 07/26/2016 656- 49879 - 430920 Check Total: 83.16 Vendor: 2212 SINCLAIR TELEVISION GROUP INC Check Sequence: 75 63016 WUCW -TV June 2016 428.35 07/26/2016 656- 49879 - 430920 Check Total: 428.35 Vendor: 4474 SITE ONE LANDSCAPE SUPPLY Check Sequence: 76 AP- Computer Check Proof List by Vendor (07/20/2016 - 12:47 PM) Invoice No Description Amount Payment Date Acct Number 76644173 Node 400 Controller; rain shut off device; latchin 96.20 07/26/2016 101 - 45201- 421650 Check Total: 96.20 Vendor: 3309 SOUTHERN WINE & SPIRITS OF MINNESO' Check Sequence: 77 1427970 resale - liquor 2,237.29 07/26/2016 609- 49750- 425100 1427970 freight 20.77 07/26/2016 609 - 49750- 433300 1427971 freight 2.10 07/26/2016 609 - 49750- 433300 1427971 resale- wine 109.56 07/26/2016 609 - 49750- 425300 1430482 resale - liquor 2,029.43 07/26/2016 609- 49750- 425100 1430482 freight 26.25 07/26/2016 609 - 49750- 433300 1430483 freight 1.40 07/26/2016 609 - 49750- 433300 1430483 resale - mix 38.87 07/26/2016 609 - 49750- 425400 1430484 resale - wine 2,040.00 07/26/2016 60949750- 425300 1430484 freight 33.60 07/26/2016 609 - 49750- 433300 Check Total: 6,539.27 Vendor: 1497 SPECTRUM SUPPLY COMPANY Check Sequence: 78 77274 (8) 100ct can liner; (20) 100ct gloves; paper tow- 564.40 07/26/2016 101 - 45201- 421650 77274 (4) plasticware; paper plates- PW 66.25 07/26/2016 101 - 43127 - 421990 Check Total: 630.65 Vendor: 2647 BONNIE STROMBERG Check Sequence: 79 07192016 Adopt -a Park reimburse (2) Perennials 36.27 07/26/2016 101 - 45201- 440900 Check Total: 36.27 Vendor: 1518 TDS TELECOM Check Sequence: 80 763 - 271 -3257 TDS 90.80 07/26/2016 702 - 00000 - 432100 763 - 295 -2005 TDS 18.11 07/26/2016 702 - 00000 - 432100 763 - 295 -3714 TDS 330.62 07/26/2016 702 - 00000 - 432100 Check Total: 439.53 Vendor: 2251 TEGNA/GANNETT CO INC Check Sequence: 81 1082 -1078 TEGNA June 2016 1,383.90 07/26/2016 656- 49879 - 430920 Check Total: 1,383.90 Vendor: 1522 THORPE DISTRIBUTING COMPANY Check Sequence: 82 00120194 resale - beer credit -15.00 07/26/2016 609 - 49750- 425200 1107768 resale- beer 10,986.23 07/26/2016 609 - 49750- 425200 AP- Computer Check Proof List by Vendor (07/20/2016 - 12:47 PM) Invoice No Description Amount Payment Date Acct Number 1110788 resale - n/a beer 92.45 3594 07/26/2016 609 - 49750- 425400 1110789 resale - beer 66.00 2674068 07/26/2016 609 - 49750- 425200 1114278 resale- beern/a 320.15 609 - 49754- 421990 07/26/2016 609 - 49750- 425400 1114279 resale- beer 176.05 07/26/2016 609 - 49750- 425400 1627 Check Total: 11,625.88 Check Sequence: 85 Vendor: 2252 TOWER DISTRIBUTION COMPANY 62.95 07/26/2016 Check Sequence: 83 525712 WGN America June 2016 176.94 07/26/2016 656- 49879 - 430920 AP- Computer Check Proof List by Vendor (07/20/2016 - 12:47 PM) Check Total: 176.94 Vendor: 3594 TRIMARK Check Sequence: 84 2674068 asst. bags; multifold towels; etc 223.76 07/26/2016 609 - 49754- 421990 Check Total: 223.76 Vendor: 1627 TWIN CITY OPTICAL Check Sequence: 85 154463378 -08476 T. Moores - city portion 62.95 07/26/2016 101 - 43120- 421110 154463378 -08476 T. Moores - employee portion 231.70 07/26/2016 101 - 00000 - 115030 Check Total: 294.65 Vendor: 1544 US POSTAL SERVICE Check Sequence: 86 7/18/2016 PI 42 - UB Qtr 2 2016 (3,989 pcs) (1/2) 901.52 07/26/2016 601 - 49440 - 432200 7/18/2016 PI 42 - UB Qtr 2 2016 (3,989 pcs) (1/2) 901.51 07/26/2016 602 - 49490- 432200 Check Total: 1,803.03 Vendor: 1550 VEOLIA WATER N AM OPERATING SERV L: Check Sequence: 87 00059229 August 2016 WWTP Operations & Maintenance 60,645.00 07/26/2016 602 - 49480 - 430800 Check Total: 60,645.00 Vendor: 1552 VIKING COCA COLA BOTTLING CO Check Sequence: 88 1758814 resale - soda pop 501.50 07/26/2016 609- 49750- 425400 1758916 resale - soda pop 321.00 07/26/2016 609 - 49750- 425400 287329 resale - soda pop credit inv #1678174 -33.00 07/26/2016 609 - 49750- 425400 Check Total: 789.50 Vendor: 1684 VINOCOPIA Check Sequence: 89 0151128 resale- wine 736.00 07/26/2016 609 - 49750- 425300 0151128 freight 19.50 07/26/2016 609 - 49750- 433300 0155816 resale - liquor 218.00 07/26/2016 609 - 49750- 425100 AP- Computer Check Proof List by Vendor (07/20/2016 - 12:47 PM) Invoice No Description Amount Payment Date Acct Number 0155816 freight 7.50 07/26/2016 609 - 49750- 433300 Check Total: 981.00 Vendor: 1561 WATER LABORATORIES INC Check Sequence: 90 5647 June 2016 Water Samples 288.00 07/26/2016 601 - 49440 - 422740 Check Total: 288.00 Vendor: 1567 WES OLSON ELECTRIC LLC Check Sequence: 91 7856 Lyons donate $2000- Install 200a Serv. @MCC- 3,375.00 07/26/2016 101- 45130- 444100 7858 Materials - On/Off Switch Slide; LED Lights, W 541.30 07/26/2016 226 - 45122- 440100 7858 Labor - Repairs to On/Off Switch Slide & Bolla 595.00 07/26/2016 226 - 45122- 440100 7866 Materials- (4) change bad receptacles 155.70 07/26/2016 101 - 45203- 440100 7866 Labor(4)change bad receptacles 140.00 07/26/2016 101 - 45203- 440100 Check Total: 4,807.00 Vendor: 1863 WEST METRO BUICK - PONTIAC -GMC INC Check Sequence: 92 191166 2010 Ford- (4) tires; battery; side mirror; tune -ul 1,102.08 07/26/2016 656- 49877 - 440500 Check Total: 1,102.08 Vendor: 1568 WEST SHERBURNE TRIBUNE Check Sequence: 93 075019 AD 6/4/16 - "Congratulations Class 2016" 139.60 07/26/2016 226 - 45122- 434990 Check Total: 139.60 Vendor: 1572 THE WINE COMPANY Check Sequence: 94 430670 resale - wine 128.00 07/26/2016 609 - 49750- 425300 430670 freight 5.00 07/26/2016 609 - 49750- 433300 Check Total: 133.00 Vendor: 1573 WINE MERCHANTS INC Check Sequence: 95 7088918 resale - wine 2,599.00 07/26/2016 609- 49750- 425300 7088918 freight 24.84 07/26/2016 609 - 49750- 433300 708907 freight credit -1.44 07/26/2016 609 - 49750- 433300 708907 resale -wine credit #7088918 - 144.00 07/26/2016 609 - 49750- 425300 Check Total: 2,478.40 Vendor: 2219 WORLD FISHING NETWORK LTD Check Sequence: 96 649 -1013 World Fishing June 2016 19.57 07/26/2016 656- 49879 - 430920 AP- Computer Check Proof List by Vendor (07/20/2016 - 12:47 PM) Invoice No Description Amount Payment Date Acct Number AP- Computer Check Proof List by Vendor (07/20/2016 - 12:47 PM) Check Total: 19.57 Vendor: 1577 WRIGHT CO AUDITOR -TREAS - ACH Check Sequence: 97 7/13/2016 Court Fines & Fees for June 2016 1,906.91 07/26/2016 101 - 42100 - 430410 Check Total: 1,906.91 Vendor: 1708 WRIGHT COUNTY Check Sequence: 98 7/20/2016 Application to Wright Co for Subdivision MOA) 400.00 07/26/2016 101 - 41910- 443990 Check Total: 400.00 Vendor: 1584 WSB & ASSOCIATES INC Check Sequence: 99 01160 -611 80 Traffic Engineering Services - May 2016 553.00 07/26/2016 101 - 43111- 430300 01494 -480 46 ZRCFOS - Fallon Overpass Prelim Design Phasf 2,377.50 07/26/2016 101 - 43111- 430300 01494 -700 36 General WWTP Phase 4 - May 2016 158.00 07/26/2016 602 - 49480- 430300 01494 -720 35 Economic Development & Market Matching - n 4,000.00 07/26/2016 213 - 46301- 431990 01494 -800 29 100009 - CSAH /TH 25 Intersection Improvemei 44,201.25 07/26/2016 400 - 43300- 459010 01494 -880 23 Wellhead Protection Plan Amendment Phase 2 - 727.75 07/26/2016 601 - 49440 - 430300 01494 -940 16 BLK034 - Environmental Docs - May 2016 10,527.25 07/26/2016 213 - 46301 - 431990 01494 -950 21 14C002 - Phosphorus Construction Admin Phase 5,908.50 07/26/2016 602 - 00000 - 165010 01494 -950 21 14C002 - Digester Construction Admin Phase 8 - 694.50 07/26/2016 602 - 00000 - 165010 01494 -960 18 14C003 - School Blvd Overlay & Trail Improver 141.50 07/26/2016 400 - 43300 - 453010 01627-6809 2016 -035 - Mills Fleet Farm Plan Review - May 1,495.50 07/26/2016 101 - 00000 - 220110 02596 -010 17 2016 General Engineering Services Phase 3 - M� 2,583.33 07/26/2016 101 - 43111- 430300 02596 -010 17 2016 General Engineering Services Phase 3 - M� 2,583.33 07/26/2016 601 - 49440 - 430300 02596 -010 17 2016 General Engineering Services Phase 3 - Mt 2,583.34 07/26/2016 602- 49490 - 430300 02596-0309 Maps - May 2016 1,051.50 07/26/2016 101 - 43111- 430300 02596 -040 16 GIS Support Services - May 2016 109.00 07/26/2016 702 - 00000 - 431990 02596-0704 ZHOGSP - Hoglund Re Plat Plan Review - May 73.50 07/26/2016 101 - 00000 - 220110 02596 -100 12 15C001 CONSTR - 2016 Street Reconst Proj Ph 10,851.50 07/26/2016 400 - 43300 - 459011 02596 -110 11 ZZBCOL MASTER - BCOL Athletic Complex T 6,138.50 07/26/2016 229 - 45202- 431990 02596-1406 15C003 CONSTR - 7th Street Retaining Wall - D 2,847.50 07/26/2016 400 - 43300 - 459013 02596-1605 15C004 CONSTR - 7th St /TH 25 Intersection h 20,115.00 07/26/2016 400 - 43300 - 459014 02596-1804 ZZBCOL MASTER - Xcel Ballfield Lawcon Co 2,076.50 07/26/2016 229 - 45202- 431990 02596-1903 ZVERIZ - Verizon Water Tower Plan Review - A 514.50 07/26/2016 101 - 00000 - 220110 02596-2103 ZASPEN - Aspen Dental Plan Review - May 20 147.00 07/26/2016 101 - 00000 - 220110 02596-2202 ZMISMS - Middle School Expansion - May 201 73.50 07/26/2016 101 - 00000 - 220110 02596-2302 ZMISPW - Pinewood Elementary Parking Expat 73.50 07/26/2016 101 - 00000 - 220110 02596-2501 ZMISHS - School District PUD Plan Review - N 588.00 07/26/2016 101 - 00000 - 220110 Check Total: 123,194.25 AP- Computer Check Proof List by Vendor (07/20/2016 - 12:47 PM) Invoice No Description Amount Payment Date Acct Number Total for Check Run: 436,081.94 Total of Number of Checks: 99 The preceding list of bills payable was reviewed Date: 7/25/2016 Approved by AP- Computer Check Proof List by Vendor (07/20/2016 - 12:47 PM) City Council Agenda: 7/25/16 2B. Consideration of approving new hires and departures for City departments (TE) A. REFERENCE AND BACKGROUND: The Council is asked to ratify the hiring and departures of employees that have occurred recently in the departments listed. It is recommended that the Council officially ratify the hiring /departure of all listed employees including part-time and seasonal workers. Al. Budget Impact: (positions are generally included in budget) A2. Staff Work Load Impact: If new positions, there may be some training involved. If terminated positions, existing staff would pick up those hours, as needed, until replaced. B. ALTERNATIVE ACTIONS: 1. Motion to ratify the hire /departures of the employees as identified on the attached list. 2. Motion to deny the recommended hires and departures. C. RECOMMENDATION: By statute the City Council has the authority to approve all hires /departures. City staff recommends Alternative #1, for the Council to approve the hires and/or departures as listed. D. SUPPORTING DATA: • List of new /terminated employees NEW EMPLOYEES Name Title Department Hire Date Class Adam Sever Custodian MCC 7/14/2016 PT Charles Barnett III Clerk Liquor Store 7/19/2016 PT Halimo Mire Guest Service 2 MCC 7/19/2016 PT Rachel Stoltzmann Guest Service 2 MCC 7/19/2016 PT Jake Gohl Guest Service 2 MCC 7/20/2016 PT TERMINATING EMPLOYEES Name Reason Department Last Day Class Hannah Murray Voluntary MCC 6/11/16 PT Ty Hengemuehle Voluntary MCC 7/6/16 PT New Hire and Terms City Council 2016: 7/19/2016 City Council Agenda: 07/25/16 2C. Consideration of approving the sale or disposal of surplus City property (WO) There is no report this City Council cycle. City Council Agenda: 7/25/16 2D. Consideration of appointing a new member to the Monticello Community Center Advisory Board. (KB) A. REFERENCE AND BACKGROUND: The City Council is being asked to approve the addition of a new Board Member for the Community Center Advisory Board. The Community Center Advisory Board is made up of four residents and the Mayor as the Council liaison. Darren Paumen, our current Board Chair, has sold his home and is moving to the Maple Lake area. He has given his resignation and his last meeting was July 19, 2016. Darren has served on the Advisory Board for almost six years and is the Chair for 2016. His experience as a CPA has been valuable and he will be missed. The Board is recommending Karen Vetsch as the replacement Board member. Karen is a City resident, mother of five children, a college student and helps in her family's business, Russell's on the Lake, as needed. She is energetic and excited to participate on the MCC Board. They are currently members of the community center. While this is not a requirement, it is helpful in understanding how the facility works. Karen would finish Darren's term which ends December 31, 2016 and most certainly renew for another three year term. The Advisory Board selected a new Board Chair and Vice Chair for the remainder of the year and unanimously voted to recommend Karen to the MCC Advisory Board. Al. Budget Impact: None A2. Staff Workload Impact: Minimal B. ALTERNATIVE ACTIONS: 1. Motion to approve the addition of Karen Vetsch to the MCC Advisory Board. 2. Motion to deny the addition of Karen Vetsch to the MCC Advisory Board. C. STAFF RECOMMENDATION: The Staff and the MCC Advisory board recommend option 1 to ensure that the Advisory Board is at full capacity. D. SUPPORTING DATA: • None City Council Agenda: 07/25/16 2E. ITEM WAS MOVED TO REGULAR AGENDA City Council Agenda: 07/25/16 2F. Consideration of adopting Resolution 2016 -051 accepting quotes and awarding contract for the 2016 Stoplight Painting Project. (TM) A. REFERENCE AND BACKGROUND: Council is asked to consider accepting bids and awarding a contract for the 2016 Stoplight Painting Project. The structures within the TH 25corridor were quoted this year, including stoplights at River Street, 7th Street (one structure on SW corner), Oakwood Drive, Chelsea Road, and School Boulevard. The product specifications for the project will be an epoxy coating from Sherwin Williams and the color will be Mississippi Bronze to match the new stoplights at the intersection of TH 25 and Broadway. It is very essential to paint and maintain these structures to prevent rusting through the metal. Without maintenance, the structures would corrode and need to be replaced which would cost hundreds of thousands of dollars. Public Works advertised for quotes and received a total of two quotes. A low quote was received from Pole Painting Plus of Albertville, MN in the amount of $37,700, and another quote was received from R &H Painting of Cokato, MN in the amount of $49,100. Originally $40,000.00 was budgeted in 2016 for stoplight painting but due to budget cuts that amount was reduced to $30,000. Public Works is asking the City Council to consider removing the stoplights at TH 25 and School Boulevard from the project for a deduction of $8,800, reducing the project cost down to $28,900. Al. Budget Impact: In preparation for this project, appropriate funds were placed in the 2016 Street Department Budget for stoplight maintenance. A2. Staff Workload Impact: The contractor is estimating the project will take approximately three weeks. A City inspector will do periodic inspections on the job site. B. ALTERNATIVE ACTIONS: 1. Motion to adopt Resolution 2016 -051 accepting the bids and awarding a contract to Pole Painting Plus of Albertville, MN based on their low quote of $37,700 and removing the stoplight structures at TH 25 and School Boulevard from the project for a deduction of $8,800, reducing the total project cost down to $28,900. 2. Motion to accept the quotes for all the structures and award the project to Pole Painting Plus for $37,700. 3. Motion to deny all quotes at this time. City Council Agenda: 07/25/16 C. STAFF RECOMMENDATION: City staff recommends the City Council approve Alternative #1, accepting the quotes and awarding the contract to Pole Painting Plus based upon their low bid of $37,700 and removing the stoplight structures at TH 25 and School Boulevard from the project for a deduction of $8,800, reducing the total project cost down to $28,900. The purchasing policy strives for obtaining three written quotes however, since the project was advertised and the cost is within budget it is recommended that Council move forward with alternative 1. The Public Works Department and Engineering Department will be inspecting the project to see that the contractor adheres to the plans and specifications. D. SUPPORTING DATA: A. Resolution 2016 -051 B. 2016 Stoplight Quotes C. 2016 Project Map 2 RESOLUTION NO. 2016-051 RESOLUTION ACCEPTING QUOTES AND AWARDING CONTRACT FOR THE 2016 STOPLIGHT PAINTING PROJECT WHEREAS, pursuant to an advertisement for bids for the 2016 Stoplight Painting Project, two bids were received, opened and tabulated according to law, and the following bids were received complying with the advertisement: CONTRACTOR TOTAL BID Pole Painting Plus $37,700 R & H Painting of Cokato, MN $49,100 WHEREAS, the project cost has been reduced by $8,800 to $28,900; and WHEREAS, Pole Painting Plus is the lowest responsible bidder, NOW THEREFORE, BE IT HEREB Y RESOL VED BY THE CITY COUNCIL OF MONTICELLO, MINNESOTA: 1. The Mayor and City Administrator are hereby authorized and directed to enter into a contract with Pole Painting Plus for the 2016 Stoplight Painting Project and accept the bid of $37,700 less the deduction in project cost. Adopted by the City Council this 25th day of July, 2016 ATTEST Brian Stumpf, Mayor Jeff O'Neill, City Administrator Pole P 10333 49th St. NE Albertville MN 55301 Estimate Name / Address monticello Tom Moores Monticello Public Works 909 Golf Course Road Monticello, MN 55362 Date 7/7/2016 Estimate # 258 P.O. # Item Description Qty Rate Total Intersections /traffi... 25 & river street 1 8,800.00 8,800.00 Intersections /traffi... 25 & 7th street (only southwest corner) 1 2,500.00 2,500.00 Intersections /traffi... 25 & Oakwood Drive 1 8,800.00 8,800.00 Intersections /traffi... 25 & Chelsea road 1 8,800.00 8,800.00 Intersections /traffi... 25 & School Blvd 1 8,800.00 8,800.00 Total $37,700.00 I PAINTING AMERCIAL &INDUSTRIA ,INTING CONTRACTOR 320.2861471 R &H PAINTING, LLC RandHpaintingMN.com 15725 US Hwq 12 Sly', Cokato MN 55321 0 Phone: 320.286.2471 0 Fax: 320.286.2795 INDUSTRIAL coatings proposal by R &H PAINTING Prepared by: Grant Raisanen, Co -Owner R & H Painting, LLC �x'«Ai-,.RandHpaintinbMN.com +1- 612 - 703 -4869 Prepared for: Tom Moores, Street Superintendent City of Monticello Tom.Moores a,ci.monticello.mn.us +1- 612 -685 -1098 High Quality Coatings since 1974 R &H PAINTING S COMMERCIAL & INDUSTRIAL PAINTING CONTRACTOR 320.286.2471 Dear Tom, INDUSTRIAL COATINGS QUOTE R &H PAINTING, LLC RandHpaintingMN.com 15725 US Hwy 12 SW, Cokato AfN 55321 O Phone: 320.286.2471 O Fax: 320.286.2795 I want to personally thank you for considering R &H Painting. We specialize in SAFETY, surface preparation, and industrial coating application. R &H Painting, LLC will furnish all labor, materials, permits, traffic control and equipment to perform all work necessary and incidental to the completion of the project. The project consists of repainting the traffic signal poles, mast assemblies, mast arms, shaft extensions and the street light luminaire support arms and pedestrian signal and posts at the designated locations* listed below: 1. State Highway 25 & River Street 2. State Highway 25 & 7th Street (southwest corner only) 3. State Highway 25 & Oakwood Drive 4. State Highway 25 & Chelsea Road 5. State Highway 25 & School Boulevard Please scan through our onsite references, procedures, and four year warranty detailed below. You can also visit our website at -,vww.RandHpaintinglVlN.com to learn more about us. To make the approval process easier you can view, sign, and complete this contract right here in one place. No scanning, fax, or snail mail. We look forward to working with you and The City of Monticello this summer. Thank you! Grant Raisanen, Co -Owner at R &H Painting, LLC. References: Name Number Elk River Muncipal Utilities Mark Fuchs 763.635.1341 Great River Energy Marty Koepke 612.812.3382 Woodstone Builders Inc. Tom Oilman 320.333.5209 K -Way Logistics Jim Koch 612.203.4641 High Quality Coatings since 1974 2 1 Page Q &H PAINTING S COMMERCIAL & INDUSTRIAL PAINTING CONTRACTOR 320.286.2471 On -Site Procedures: INDUSTRIAL COATINGS QUOTE R &H PAINTING, LLC RandHpaintingMN.com 15725 US Hwy 12 SW, Cokato NLN 55321 0 Phone: 320.286.2471 0 Fax: 320.286.2795 Surface Preparation • Loose dust, mildew, and debris will be removed with a medium duty cleaning solution, and by pressure washing with HOT water propelled by a rotating tip. • Rusting & flaking areas will be prepared by hand with a wire wheel. Coating Application • Prior to coating application, all surfaces will be clean, dry, and in sound condition. Loose & foreign material will be removed. • Coatings will be applied using a combination of rolling and brushing. • Coating Material o www.SherwinWilhams.com ■ 1" Coat: Sherwin Williams Macropoxy 646 Fast Cure Epoxy. ■ 2 "d Coat: Sherwin Williams Mississippi Bronze Corothane I HS Aliphatic Finish Coat. • Timeline o Estimated 5 working days per intersection. Weather dependent. • Completion o R &H Painting to provide general cleanup each day during production, and full site cleanup at project completion. The specified coating system has a fifteen -year design life and a four -year corrosion warran . R &H Painting provides long term cost saving solutions. Quality Coatings since 1974 3 1 P a g e Q &H PAINTING COMMERCIAL & INDUSTRIAL i PAINTING CONTRACTOR \j�// 320.286.1471 Pricing Schedule: INDUSTRIAL COATINGS QUOTE R &H PAINTING, LLC RandHpaintingMN.com 15725 US Hwy 12 SW, Cokato NIN 55321 0 Phone: 320.286.2471 0 Fax: 320.286.2795 Mobilization & Right -of -Way Permit $3,900 State Highway 25 & River Street $10,600 State Highway 25 & 71h Street (sw corner only) $2,800 State Highway 25 & Oakwood Drive $10,600 State Highway 25 & Chelsea Road $10,600 State Highway 25 & School Boulevard $10,600 TOTAL: $49,100 Initial Project Notes: 1. Project schedule: summer /fall of 2016 as weather permits. 2. Quote does not include concrete repair, steel repair, or welding. 3. This quote includes all items necessary to complete coatings as described: materials, labor, equipment, permits, boom lifts, workers compensation insurance, and general liability insurance. 4. R &H trains to work safely. R &H's third party safety contractor is Veriforce. As of 10.16.15 we have an Experience Modification Rating (EMR) of 0.90 and zero LTI's in the past 134,000 man hours. The R &HPaintingEmployee Safety Program is available via email. 5. Quotes include working a regular weekday schedule, Monday through Friday. 6. This proposal must be signed by both parties prior to starting work. ACCEPTANCE The undersigned hereby accepts R &H's proposal and authorizes R &H to furnish all materials and labor required to complete the work set forth in the proposal, and therefore agrees to the following payment terms: One third payment at the start of the project, remainder at job completion. 1.5% per month finance charge will be assessed to all accounts over 30 days past due. Per MN statutes, we are required to notify you that any person or company supplying labor or materials for this improvement to your property may file a lien against your property if that person or company is not paid for the contributions. MN statute 514.011. Accepted: I Date Respectfully, R &H Painting, LLC. High Quality Coatings since 1974 4 I Pay, R &H PAINTING COMMERCIAL & INDUSTRIAL PAINTING CONTRACTOR 320.286.2471 INDUSTRIAL COATINGS QUOTE R &H PAINTING, LLC RandHpaintingMN.com 15725 US Hwy 12 SW, Cokato MN 55321 0 Phone: 320.286.2471 0 Fax: 320.286.2795 Standard Four Year Warranty & Notarization For four years after installation, R &H warrants only to the original Owner that materials have been applied or installed as required by this contract. R &H will repair defective work of which R &H is notified in writing within a period of four years after application, provided the work has not been damaged by Owner or used for a purpose for which it was not intended. R &H is not responsible for conditions beyond its control including but not Emited to hydrostatic pressure, vapor, moisture, frost, ice, groundwater, water and /or moisture pressure or emissions, capillary action, soil or slab stability, substrate cracking, the absence or presence or condition of vapor or moisture barriers and /or weather barriers, fork truck or other traffic damage, or use for which the work is not intended. Coatings are not considered a failure if concrete or old existing coatings are attached to the delaminated materials; this is a substrate failure. R &H specifically disclaims any and all other warranties, including implied warranties or warranties of merchantability or fitness for a particular purpose, and owner agrees that its sole remedy for defective work or any damage resulting from such defect, whether or not caused by the negligence of R &H, shall be repaired by R&H upon the notice provided herein. Owner further agrees that in no event shall R &H be liable for consequential damages of any nature, including without limitation, damages for loss of use or lost revenues, loss of reputation, costs of financing, lost business, business interruption, damage to the structure, damage to or loss of contents, ground or groundwater contamination, damage resulting from spillage or leakage, or damage resulting from pollution or release of hazardous materials. The foregoing warranty is the only warranty made by R&H and is expressly made in lieu of any and all other warranties guarantees or representations, whether expressed or implied. This warranty runs between R &H and the owner only- it is not assignable or transferable to a successor, assign or another owner, and any such assignment is void and unenforceable. PROJECT COMPLETION DATE: R &H OFFICER DATE & SIGN: This instrument was acknowledged before me on (date) by (names) of person(s) as of authority) of (company name). (Signature of notarial officer) (Seal if any) My commission expires: (type R &H has served the commercial & industrial coatings market since 1974. Questions can be directed to our office @ 320.286.2471, or industrial sales @ 612.703.4869. Websites: RandHpaintingMN.com Induron.com PPG.com DevoeCoatings.com Hirshtields.com Rustoteum.com ShenvinWilliams.com Thanks for the opportunity! Grant Raisanen, Co -Owner R &H Painting, LLC. High Quality Coatings since 1974 When you want it right ... 5 1 P ;, 2016 Stoplight Painting Areas July 19, 2016 1 inch = 1,505 feet City Boundary Swm . Esri, DigiWODbe, GeoEye, Ea tar Geograph a, CNES/AlOw DS, USDA, USGS, AEX, Getmappng, AwognQ IGN, IGP, ntl(,'(`llo smstopo, am ft GIS User Commmty Map PowaedbyDataLmk fmm N58 &ASaciates City Council Agenda — 07/25/2016 2G. Consideration to annrove Ordinance No. 650 for amendment to the Monticello Zoning Ordinance and amendment to the Official Zoning Map for rezoning from B -4 (Regional Business) to Planned Unit Development for the Mills Fleet Farm Addition, to approve a Final Stage PUD including a retail facility of over 165,000 square feet, a vehicle fuel sales facility, a car wash facility, and two future development parcels, a Final Plat for the Mills Fleet Farm Addition, and Development Contract for the Mills Fleet Farm Addition. Applicant: Ramerth /Tim/WSN. (AS) Property: Legal: See Plat Exhibit PID: 155011000190 and 155011000102 Address: East Chelsea Road Planning Case Number: 2016-035 A. REFERENCE & BACKGROUND Request(s): Final Stage Planned Unit Development Final Plat Rezoning to Planned Unit Development Development Agreement Deadline for Decision: August 5th, 2016 Land Use Designation: Places to Shop (Commercial) Zoning Designation: B -4, Regional Business District The purpose of the `B -4" regional business district is to provide for the establishment of commercial and service activities which draw from and serve customers from the entire community or region. Overlays /Environmental Regulations Applicable: Freeway Bonus Sign District Current Site Use: Vacant property Surrounding Land Uses: North: Manufacturing — (I -1 — Light Industrial District) East: Vacant Commercial and Industrial — B -4 and IBC South: High School Campus (PUD District) West: Industrial (I -1 — Light Industrial District) Project Description: Mills Fleet Farm has submitted plat, site and building plans including a 165,300 square foot retail center, City Council Agenda — 07/25/2016 accessory commercial uses and two future development parcels. The plans include a gas station and car wash facility to main property south of Chelsea Road, and a storage /display building and racking areas to the east and south of the main store. The facility includes an automotive service center and a seasonal display center. ANALYSIS Final Stage Planned Unit Development & Final Plat WSN, on behalf of Mills Fleet Farm, has submitted application for final plat and final stage PUD. The site and building plans continue to be consistent in configuration, scope and use as proposed under the development stage PUD. Council may wish to reference the staff report of July 11th, 2016 for the specific analysis of the uses and site plans within the plat and PUD. The final plat is consistent with the proposed preliminary plat in terms of lot configuration and size. The revised preliminary plat and final plat include the revisions requested by the City Engineer as detailed in the applicant's comment letter. In accordance with requirement of Zoning Ordinance 2.4(0) for Planned Unit Development, the applicant has also indicated their intent to revise their plans to address the conditions of the Exhibit Z approved with the Development Stage & Preliminary Plat Applications, as well as those comments of the City Engineer. Staff have reviewed the revised plans and corresponding comment response letter. Minor revisions to the revised civil plans will be required as a result of the review. In their written response letter, the applicant has also indicated their intent to revise the other site plans in conformance with conditions as required by the Development Stage PUD and Preliminary Plat approval. Any approval is contingent on compliance with the remaining conditions of approval for the plan sets, and those conditions as related to the final execution of the development contract and review for building permit. Rezoning to PUD The City Council considers rezoning to Planned Unit Development in conjunction with the review of the final stage PUD and final plat. An ordinance has been prepared for the rezoning of the proposed plat to Mills Fleet Farm Addition Planned Unit Development District. The ordinance outlines the allowable principal and accessory uses within the PUD, incorporating the development plans by reference. Development Agreement 2 City Council Agenda — 07/25/2016 A development contract for the plat and planned unit development district has been prepared. Consistent with past agreement and City policy, the agreement outlines the responsibilities of the development in regard to the public improvements within the plat, including a public sidewalk, right turn lane of Chelsea Road and public water main serving the development lots. Specific requirements relating to the water main easement are provide for in Section 10 of the document. The agreement also documents procedures for erosion control and grading of the site. The development contract provides for the payment of required development fees, including trunk area charges and escrows related to the inspection and administration of the plat and development. The agreement is currently structured to include payment of trunk area charges for all lots, including the outlot. Security and insurance requirements are also included within the agreement. Payment and submission of these items is required at the time of platting. The developer will be providing the needed estimate for calculating the grading deposit. The agreement is binding on all successors, heir and assigns, including those entities which may purchase or lease development parcels or buildings within the plat. At the time of the staff report, City staff, the City Attorney and the applicant /developer were in process of discussion relating to some of the provisions of the development agreement. It is staff's understanding that the applicant may wish to comment on some of the provisions of the proposed development agreement. However, the agreement presented for Council review is that which is recommended by City staff and the City Attorney. B. ALTERNATIVE ACTIONS The applicant is seeking a rezoning to PUD, approval of a final stage PUD, final plat, and corresponding development contract and PUD agreement. Decision 1: Rezoning to PUD and Final Stage PUD 1. Motion to adopt Ordinance No. 650 approving a rezoning to PUD for the Mills Fleet Farm PUD District, and to adopt Resolution No. 2016 -049 approving a Final Stage Planned Unit Development for Mills Fleet Farm Addition, based on the findings in said resolution, and the conditions attached to this staff report as Exhibit Z. 2. Motion to deny Ordinance No. 650 approving a rezoning to PUD for the Mills Fleet Farm PUD District, and to deny adoption of Resolution No. 2016 -049 approving a Final Stage Planned Unit Development for Mills Fleet Farm Addition, based on the findings to be made by the City Council. 3. Motion to table action on the request, based on findings to be stated by the City Council. 3 City Council Agenda — 07/25/2016 Decision 2: Final Plat and Development Contract 1. Motion to adopt Resolution No. 2016 -050 approving a Final Plat and Development Contract for Mills Fleet Farm Addition, based on the findings in said resolution, and the conditions attached to this staff report as Exhibit Z. 2. Motion to deny adoption of Resolution No. 2016 -050 approving a Final Plat and Development Contract for Mills Fleet Farm Addition, based on the findings to be made by the City Council. Motion to table action on the request, based on findings to be stated by the City Council. Decision 3: Summary Ordinance Motion to adopt Ordinance No. 650A, a summary ordinance for publication approving a rezoning to PUD for the Mills Fleet Farm PUD District, and to adopt Resolution No. 2016 -049 approving a Final Stage Planned Unit Development for Mills Fleet Farm Addition, based on the findings in said resolution, and the conditions attached to this staff report as Exhibit Z. 2. Motion to deny Ordinance No. 650, a summary ordinance for publication approving a rezoning to PUD for the Mills Fleet Farm PUD District, and to adopt Resolution No. 2016 -049 approving a Final Stage Planned Unit Development for Mills Fleet Farm Addition, based on the findings to be made by the City Council. 3. Motion to table action on the request. C. STAFF RECOMMENDATION Based on the revised plat and PUD plans submitted on behalf of Mill's Fleet Farm, staff recommends approval of the Final Stage Planned Unit Development, Rezoning to PUD District and Final Plat with the conditions in Exhibit Z. Further, staff recommends approval of the Development Contract as proposed and included for review with this report. As noted in the Development Stage PUD & Preliminary Plat analysis, the project varies from the standard zoning regulations in a few significant ways, but uses this flexibility solidly in keeping with the City's overall development objectives, as well as with the comprehensive plan and rezoning approvals granted at the time the project was first considered in 2007. LI D. SUPPORTING DATA A. B. C. D. E. F. G. H. I. J. K. L. M. N. O. P. Q. R. S. T. U. Z. City Council Agenda — 07/25/2016 Resolution 2016 -049 Resolution 2016 -050 Ordinance #650 City Engineer's Letter, dated June 20, 2016 Applicant Response Letter, dated July 201h, 2016 Finance Plan — Mills Fleet Farm Addition Development Contract & Planned Unit Development Agreement — Mills Fleet Farm Addition to Monticello Aerial Site Image Applicant Narrative Owner's Statement Preliminary Plat, Revised Final Plat, Revised Application Plan Package - Revised, including: a. Title Sheet b. Legend c. Existing Conditions d. Removals e. Site Plans f. Grading Plans g. Erosion Control Plans h. Overall Utility Plans i. Paving Plan j. Signing and Striping Plan k. Chelsea Road Turn Lane Plan 1. Construction Details m. Landscaping Plans n. Floor Plans o. Accessory Building Plans p. Storage Yard Entrance Plans q. Car Wash Plans r. Sign Plans s. Electrical and Photometric Plans Sample Site, Sign and Elevation Images Parking Analysis Signage Analysis Landscaping Detail Fence Detail Lighting Detail Turning Movement Exhibit MnDOT Plat Review Letter Conditions of Approval 5 City Council Agenda — 07/25/2016 EXHIBIT Z Rezoning to PUD, Final Stage PUD, Final Plat for Mills Fleet Farm Addition Chelsea Road, Monticello PID Nos. 155011000190 and 155011000102 The Fire Inspector shall review and approve the fire connections. 2. The applicant shall revise the PUD and plat plans in compliance with the remaining conditions of approval of the Development Stage PUD and Preliminary Plat and as provided for in the comments of the City Engineer and other City staff. 2. The applicant shall execute and record the development contract with the City specifying and securing all relevant aspects of the project. G CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2016 -049 A RESOLUTION OF THE MONTICELLO CITY COUNCIL APPROVING A FINAL STAGE PLANNED UNIT DEVELOPMENT FOR THE CONSTRUCTION OF A PROPOSED COMMERICAL RETAIL FACILITY: LOTS 1 -2 AND OUTLOT A BLOCK 1, AND LOT 1, BLOCK 2, MILLS FLEET FARM ADDITION TO MONTICELLO WHEREAS, Mills Fleet Farm has submitted an application for approval of a Final Stage PUD and rezoning to PUD to construct a commercial retail facility on the subject property; and WHEREAS, the property in question is guided for commercial uses under the "Places to Shop" category in the Monticello Comprehensive Plan; and WHEREAS, the property in question is currently zoned B -4, Regional Business District according to the official Monticello zoning map and ordinance; and WHEREAS, the proposed zoning will accommodate flexibility from the otherwise applicable regulations to allow a development project consistent with the requirements of the Monticello Comprehensive Plan; and WHEREAS, the proposed project will meet the goals and policies of the Monticello Comprehensive Plan, as well as the Zoning Ordinance encouraging a combination of commercial retail uses on the subject property; and WHEREAS, the Planning Commission held a public hearing on July 6th, 2016 on the development and final stage PUD application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the City Council has considered all of the comments and the staff report, and on July 11th, 2016 approved a Development Stage PUD for the Mills Fleet Farm Addition subject to terms and conditions outlined in the staff report; and WHEREAS, the applicant has revised and submitted Final Stage PUD plans in accordance with the Development Stage PUD, and WHEREAS, the City Council has considered all of the comments and the staff report for the Final Stage PUD, which are incorporated by reference into the resolution; and WHEREAS, the City Council of the City of Monticello hereby makes the following Findings of Fact in relation to the recommendation of approval: 1. The PUD provides an appropriate means of furthering the intent of the Comprehensive Plan for the site. 2. The use of the site for retail development is consistent with the direction of the Comprehensive Plan for "Places to Shop ". 3. The improvements proposed for the site under the Development Stage PUD are consistent with the requirements of the zoning ordinance. 4. The improvements will have impacts on public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the development as proposed. 5. The PUD flexibility for the project, including landscaping, storage and display, and signage, are consistent with the intent of the City's economic development objectives, as well as with the intent of the PUD zoning regulations. NOW, THEREFORE, BE IT RESOL VED, by the City Council of the City of Monticello, Minnesota: The Monticello City Council hereby approves the Final Stage PUD for construction of a retail commercial project for Mills Fleet Farm, subject to compliance with related codes and regulations for such use, except as authorized herein, and the following conditions: 1. The Fire Inspector shall review and approve the fire connections. 2. The applicant shall revise the PUD and plat plans in compliance with the remaining conditions of approval of the Development Stage PUD and Preliminary Plat and as provided for in the comments of the City Engineer and other City staff. 2. The applicant shall execute and record the development contract with the City specifying and securing all relevant aspects of the project. ADOPTED this 25"' day of July, 2016, by the City Council of the City of Monticello, Minnesota. MONTICELLO CITY COUNCIL WE ATTEST: Jeff O'Neill, City Administrator Brian Stumpf, Mayor CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2016-050 A RESOLUTION OF THE MONTICELLO CITY COUNCIL APPROVING A FINAL PLAT AND DEVELOPMENT AGREEMENT FOR THE MILLS FLEET FARM ADDITION TO MONTICELLO WHEREAS, Mills Fleet Farm has submitted an application for approval of a Final Plat to accommodate the development of retail uses; and WHEREAS, the property in question is guided for commercial uses under the "Places to Shop" category in the Monticello Comprehensive Plan; and WHEREAS, the property in question is proposed to be zoned PUD, Planning Unit Development District, to accommodate the shared access and signage on the new platted parcels; and WHEREAS, the proposed plat will accommodate flexibility from the otherwise applicable regulations to allow a development project consistent with the requirements of the Monticello Comprehensive Plan; and WHEREAS, the proposed project will meet the goals and policies of the Monticello Comprehensive Plan, as well as the Zoning Ordinance encouraging commercial uses on the subject property; and WHEREAS, the Planning Commission held a public hearing on July 6, 2016 on the preliminary plat application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the applicant has prepared and submitted a Final Plat in accordance with the Preliminary Plat, and WHEREAS, the City Council has considered all of the comments and the staff report for the Final Plat, which are incorporated by reference into the resolution; and WHEREAS, the City Council has considered all of the comments and the staff report; and WHEREAS, the City Council of the City of Monticello hereby makes the following Findings of Fact in relation to the recommendation of approval: 1. The proposed plat meets all applicable requirements of the City's subdivision regulations. 2. Except as otherwise allowed per PUD flexibility, all applicable requirements and performance standards of the City's Zoning and Subdivision Ordinances will be satisfied. 3. The addition of commercial retail uses on the subject site is consistent with the City's development objectives. 4. The retail project contributes to a reasonable expectation and density of land use on the property. 5. The project can be accommodated with existing and planned public infrastructure. 6. The project will not negatively impact conditions or property values for other properties in the area. 7. The plat and PUD better accommodate the use of shared spaces and facilities. 8. The proposed final plat is consistent with the previously approved preliminary plat. 9. The Development Agreement identifies and addresses the applicable conditions required to develop the plat in accordance with the City's regulations and Ordinance No. 650. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota: The Monticello City Council hereby approves the Mills Fleet Farm Addition Final Plat and the Development Agreement regulating the development and completion of required plat improvements, subject to compliance with related codes and regulations for such use, and the following conditions: The Fire Inspector shall review and approve the fire connections. 2. The applicant shall revise the PUD and plat plans in compliance with the remaining conditions of approval of the Development Stage PUD and Preliminary Plat and as provided for in the comments of the City Engineer and other City staff. 2. The applicant shall execute and record the development contract with the City specifying and securing all relevant aspects of the project. ADOPTED this 25" day of July, 2016, by the City Council of the City of Monticello, Minnesota. MONTICELLO CITY COUNCIL ATTEST: Jeff O'Neill, City Administrator Brian Stumpf, Mayor ORDINANCE NO. 650 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING TITLE 10 OF THE MONTICELLO CITY CODE, KNOWN AS THE ZONING ORDINANCE, BY ESTABLISHING THE MILLS FLEET FARM PUD AS A ZONING DISTRICT IN THE CITY OF MONTICELLO, AND REZONING THE FOLLOWING PROPERTY FROM B -4, REGIONAL BUSINESS DISTRICT TO MILLS FLEET FARM PUD, PLANNED UNIT DEVELOPMENT: LOTS 1 -2 AND OUTLOT A, BLOCK 1; AND LOT 1, BLOCK 2, MILLS FLEET FARM ADDITION TO MONTICELLO THE CITY COUNCIL OF THE CITY OF MONTICELL0 HEREBY ORDAINS: Section 1. Section 2.4(0) — Planned Unit Developments, Title 10 — Zoning Ordinance is hereby amended by adding the following: (15) Mills Fleet Farm PUD District (a) Purpose. The purpose of the Mills Fleet Farm PUD District is to provide for the development of certain real estate subject to the District for retail commercial land uses. (b) Permitted Uses. Permitted principal uses in the Mills Fleet Farm PUD District shall be retail commercial uses as found in the B -4, Regional Business District of the Monticello Zoning Ordinance, subject to the approved Final Stage Development Plans dated July 19, 2016, which are shall hereby be incorporated by reference, and development agreement dated July 25th, 2016, as may be amended. (c) Accessory Uses. Accessory uses shall be those commonly accessory and incidental to retail uses, and as specifically identified by the approved final stage PUD plans, which shall hereby be incorporated by reference. (d) District Performance Standards. Performance standards for the development of any lot in the Mills Fleet Farm PUD District shall adhere to the approved final stage PUD plans, which shall hereby be incorporated by reference and development agreement dated July 25th, 2016. In such case where any proposed improvement is not addressed by the final stage PUD, then the regulations of the B -4, Regional Business District shall apply. (e) Amendments. Where changes to the PUD are proposed in the manner ORDINANCE NO. 650 of use, density, site plan, development layout, building size, mass, or coverage, or any other change, the proposer shall apply for an amendment to the PUD under the terms of the Monticello Zoning Ordinance, Section 2.4 (0)(10). The City may require that substantial changes in overall use of the PUD property be processed as a new project, including a zoning district amendment. Section 2. The zoning map of the City of Monticello is hereby amendment to rezoned the following described parcels from B -4, Regional Business District to Mills Fleet Farm PUD, Planned Unit Development District: Lots 1 -2, Block 1 and Outlot A; and Lot 1, Block 2, Mills Fleet Farm Addition to Monticello Section 3. The City Clerk is hereby directed to mark the official zoning map to reflect this ordinance. The map shall not be republished at this time. Section 4. The City Clerk is hereby directed to make the changes required by this Ordinance as part of the Official Monticello City Code, Title 10, Zoning Ordinance, and to renumber the tables and chapters accordingly as necessary to provide the intended effect of this Ordinance. The City Clerk is further directed to make necessary corrections to any internal citations that result from said renumbering process, provided that such changes retain the purpose and intent of the Zoning Ordinance as has been adopted. Section 5. This Ordinance shall take effect and be in full force from and after its passage and publication. The ordinance in its entirety and map shall be posted on the City website after publication. Copies of the complete Ordinance and map are available online and at Monticello City Hall for examination upon request. ADOPTED BY the Monticello City Council this 25th day of July, 2016. ATTEST: Jeff O'Neill, Administrator AYES: NAYS: Brian Stumpf, Mayor 2 SUMMARY ORDINANCE NO. 650A CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA A SUMMARY ORDINANCE AMENDING TITLE 10 OF THE MONTICELLO CITY CODE, KNOWN AS THE ZONING ORDINANCE, SECTION 2.4(P) - PLANNED UNIT DEVELOPMENTS: NOTICE IS HEREBY GIVEN that on July 25, 2016, Ordinance No. 650 was adopted by the City Council of the City of Monticello, Minnesota. Due to the lengthy nature of Ordinance No. 650, the following Summary Ordinance No. 650A has been prepared for publication as authorized by state law. The ordinance adopted by the Council amends Title 10 of the Monticello City Code. The general purpose of the ordinance amendment is to establish the Mills Fleet Farm PUD District by adding the following section and to rezone the affected parcels as noted. Section 2.4(P) — Planned Unit Developments, Title 10 — Zoning Ordinance is hereby amended by adding the following: Mills Fleet Farm PUD District Rezone the following parcels from B -4, Regional Business District to Mills Fleet Farm PUD, Planned Unit Development District: Parcels: Lots 1 -2, Block 1 and Outlot A; and Lot 1, Block 2, Mills Fleet Farm Addition to Monticello A printed copy of the whole ordinance is available for inspection by any person during the City's regular office hours. The complete ordinance will be posted on the City's website following publication. ADOPTED BY the Monticello City Council this 25th day of July, 2016. Brian Stumpf, Mayor ATTEST: Jeff O'Neill, Administrator AYES: NAYS: A jjAA// Y Y SB Building a legacy —your legacy. June 29, 2016 Ms. Angela Schumann Community Development Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Mills Fleet Farm Preliminary Plan Review City Project No. 2016 -035 WSB Project No. 1627 -68 Dear Ms. Schumann: 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416 Tel: 763 -541 -4800 Fax: 763 -541 -1700 We have reviewed the preliminary plat, civil plans and drainage analysis dated June 1, 2016, and final plat dated June 27, 2016 as prepared by Widseth Smith Nolting and offer the following preliminary comments. Preliminary Plat and Final Plat 1. Perimeter drainage and utility easements shall be identified on the preliminary plat. 2. The applicant shall verify that all existing private utilities will be contained within the drainage and utility easements. 3. The applicant indicated they have completed a more recent topographic survey, which shall be incorporated on the preliminary plat. 4. The applicant shall verify with Wright County whether the proposed trail easements can be shown on the final plat by document number or by separate easement document. The City attorney will be consulted on this matter as well. 5. The existing 50 -foot drainage and utility easement on the south property line of Lot 1, Block 1 shall be expanded to the HWL of the existing pond at elevation 954. An additional easement shall be identified on the preliminary and final plat. 6. Identify the adjacent ponds NWL and HWL on the preliminary plat. Equal Opportunity Employer wsbeng.com K:\ 01627- 68\Admin \DOGS \LTR -a- Schumann- Mills Fleet Farm 062916.docz June 29, 2016 Page 2 Sheet C2.0 Existing Conditions 7. The applicant indicated they have completed a more recent topographic survey, which shall be incorporated on the preliminary plat. 8. Contour elevations shall be labeled. 9. There is an additional existing storm sewer stub from Chelsea Road to Lot 1, Block 2 that shall be identified and contained within a drainage and utility easement. 10. The existing sewer stub from the Dundas Road cul -de -sac shall be labeled. 11. All existing private utilities shall be shown. Sheet C3.0 — C3.3 Site Plan 12. The applicant is proposing a new driveway on the west end of the site with a dedicated right turn lane from Chelsea Road. The applicant is requested to consider making the access a right - in/right -out to eliminate conflicts due to spacing with existing driveways and the future driveway to Lot 1, Block 2 and to eliminate potential conflicts due to left - turn movements in order maximize left turn storage lengths along Chelsea Road. 13. A description of truck and vehicle circulation on the site shall be provided. 14. Truck turning movements shall be provided on a separate drawing. 15. Containment of the fuel tanks shall follow MPCA guidelines. The site is not located within the City's DWSMA. 16. The proposed sidewalk shall be 6- feet wide per City standards and shall be ADA compliant. Sheet C4.0 — C4.3 Grading Plan 17. Storm sewer top of casting and invert elevations shall be labeled on the grading plans. 18. Drainage arrows with % grades should be labeled for the parking lot and driveways. 19. Identify boulevard grades between the proposed sidewalk and existing Chelsea Road curbline. 20. Drainage swales shall be a minimum 2% grade. K:\ 01627- 68\Admin \Docs \LTR -a- Schumann- Mills Fleet Farm 062916.docz June 29, 2016 Page 3 21. The emergency overflow routes, including spot elevations shall be labeled. 22. Pretreatment areas or forbays are required at the infiltration basins. 23. The HWL shall be labeled for all infiltration basins. 24. Label the HWL and NWL at the off -site regional ponds. 25. Label the FFE at the car wash. 26. Show low entry elevations for all proposed buildings. 27. Show all drainage and utility easements on the grading plan. Sheet C6.0 — C6.13 Utility Plan 28. Consider aligning the 8 -inch watermain from Chelsea Road along the proposed driveway to provide more developable area for Outlot A. 29. It is preferred that all watermain bends be at a 45 degree angle instead of 90 degree. 30. Label the sanitary sewer stub that will serve Outlot A. Consider extending the stub beyond the proposed sidewalk to avoid replacing the sidewalk when the stub is extended into Outlot A. 31. Consider adding a storm sewer stub from the northerly catch basin adjacent to Outlot A to provide flexibility with development of Outlot A. 32. It's understood that an irrigation layout will be provided at the time of building permit. 33. All watermain shall be labeled DIP. 34. Label the sanitary sewer pipe material type. 35. Label the storm sewer pipe material type. 36. A utility excavation permit must be obtained from the Public Works department prior to commencement of utility connections. 37. Provide an as -built utility plan once construction is complete. K:\ 01627- 68\Admin \DOGS \LTR -a- Schumann- Mills Fleet Farm 062916.docz June 29, 2016 Page 4 Sheet C8.0- Signing and Striping Plan 38. City staff will review the roadway striping modifications needed with the proposed right turn lane, existing center left -turn striping and future striping of the roundabout at the intersection of Fallon Avenue and Chelsea Road. Sheet C9.0- Chelsea Road Turn Lane 39. A profile and typical section of the Chelsea Road right turn lane shall be submitted for review. 40. More detail in the plan view shall be provided with dimensioning of lane width, turn lane and tap length, spot elevations and right of way line labeled. 41. The proposed sidewalk shall have a minimum 8 -foot boulevard. 42. It appears that private utilities will need to be relocated in the area of the turn lane. Sheet C10.0- Construction Details 43. The pavement section of the existing Chelsea Road is attached. The proposed right turn lane shall match this section. 44. The construction plans should reference and be in compliance with the most recent City of Monticello General Specifications and Standard Detail Plates for Street and Utility Construction located on the City's website- Engineering department. 2015 City standard detail plates should be included in the plans Traffic Review An EAW (Environmental Assessment Worksheet) was completed in 2007 for the original Mills Fleet Farm proposal. A new EAW is not required for the proposed site. The following provides a comparison of the traffic analysis completed at that time to the current site proposal. • The original EAW was completed with the time horizon of 2007 and a base year of 2004 for traffic projections. The existing 2004 traffic volume on Chelsea Road adjacent to the proposed site was 3,650vpd. The current traffic volume (2012) in this area is now 3,800vpd. It can be concluded that the baseline conditions have not significantly changed. • The current proposed site is smaller than originally proposed. The traffic generation from the proposed Mills Fleet including the two undeveloped lots is estimated to be 10% to 15% lower than what was estimated in the EAW. The Fallon Avenue overpass was not assumed as part of the analysis in the EAW. 28% of the traffic was assumed from north of I -94. With the Fallon Avenue overpass, a large portion of that traffic would use Fallon Avenue. Further traffic analysis will be completed with the Fallon Avenue overpass project. K:\ 01627- 68\Admin \Docs \LTR -a- Schumann- Mills Fleet Farm 062916.docz June 29, 2016 Page 5 The analysis in the EAW assumed that Edmonson Avenue would be a primary route to and from the site carrying up to 12% of the site traffic. The recommendations in the EAW indicate that a signal system may be warranted at Edmonson Avenue with future commercial development. While traffic is going to grow on Edmonson Avenue, based on the future Fallon Avenue overpass, traffic on Fallon Avenue will be increasing greater than originally anticipated. Improvements would be anticipated first at the Fallon Avenue intersection before the Edmonson Avenue intersection. • The recommendations in the EAW indicated that a three lane section should be considered west of Fallon Avenue. With the additional site traffic destined for TH 25 and I -94, this is still a good recommendation. • The Fallon Avenue overpass project is proposing a roundabout for the Chelsea Road at Fallon Avenue intersection. The construction of the Mills Fleet Farm would further justify the need for traffic control at this intersection. Stormwater Management NURP water quality treatment is provided by the regional ponds. No further action is needed. Rate control. The applicant shall provide a drainage map that clearly demonstrates existing and proposed discharge rates at the locations where runoff flows offsite. A StormNET output summary was provided for review, however it is not clear how the map correlates to the tabulated results. In addition, the NWL for Pond — NW and Pond — SE should be 947 ft and not 946 feet. The model shall be updated with results submitted for the 2, 10 and 100 year storm events that can be easily correlated to points on the site. Volume control. Per MPCA Stormwater Manual, Design Guidelines for infiltration basins, the following items are still needed. • Verify drawdown time is within 48 hours and provide calculations. • Currently the plans show that runoff enters the infiltration basins without any pretreatment. Pretreatment of runoff prior to entering infiltration basin is required. The applicant requests that the City a modification for the site to the landscape ordinance requirements on the west and south property line for stormwater maintenance purposes. We are in agreement that this is needed in order for the proposed stormwater ponds /infiltration basins to function properly and meet City standards. • An Erosion and Sediment Control Plan and a SWPP are required. It is understood that these documents will be submitted with the building permit. K:\ 01627- 68\Admin \Docs \LTR -a- Schumann- Mills Fleet Farm 062916.docz June 29, 2016 Page 6 Please have the applicant provide a written response addressing the comments above. Final plans and the final plat will need to be submitted, reviewed, and approved prior to building permit approval. Please give me a call at 763 - 271 -3236 if you have any questions or comments regarding this letter. Thank you. Sincerely, WSB & Associates, Inc. f i, 45�s.'01IL- Shibani K. Bisson, PE City Engineer cc: Steve Grittman, NAC skb K:\ 01627- 68\Admin \Docs \LTR -a- Schumann- Mills Fleet Farm 062916.docz D -0 m �7 r n� m �� -0� io -no c ->O< °y n N �� DC .17 05 7D I QD m _ E'1 p -0 co m0 07 m ® rn Zm !�0 WOE y° rrI O 0 Nr7 c. I ._ W O � 0 O N O (A N\ it x m n> r-1< ns r p D r r D zZ �N co N N N In 0 m O O J V/� O ° O o ° 0 C 0 O U) C r z m zo-i� o z C/) cn C C-) z m D D D T O m ° (-) m M °x� ° D vl�tl Z; o � oo °o\ r o ZJ ° z�000 AFB m Q m m m O mo z < < �� 1 x r < jl w x l 0 0 I F�'I z DO N \ny ;0 ^�C) v0� S A 0 D 0 ° O m m o O O ? 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N 701 Xenia Avenue South, Suite 300 CHELSEA ROAD WAS PREPARED eY ME OR UNDER MY DIRECT SUPERVISION AS NOTED WSB AND THAT 1 AM A DULY LICENSED PROFESSION ENGINEER Minneapolis, MN 55416 UNDER THE IAWS OF THE STATE OF MINNESOTA PLAN aC OESMJ! "' (n ww mbeng.com STREET CONSTRUCTION RAF .ILA _ � AND APPURTENANT WORK ° "` ° "`° �" PROJECT "° fTl &Associates, Inc. BREf A.A. WEISS JGM 1627 -63 1 763- 5414800 -Fax 7D541 -1700 RECORD cow BY: DATE (n INFRASTRUCTURE I ENGINEERING I PLANNING I CONSTRUCTION M O N T I C E L L O, MINNESOTA DATE: 05/14/07 No. 20753 WIDSETH SMITH NOLTING July 20, 2016 City of Monticello Attn: Angela Schumann Community Development Director 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Mills Fleet Farm PUD Application — Response to Comments 7 -20 -2016 Dear Ms. Schumann, On behalf of Mills Fleet Farm (MFF), we are making a submission in response to the comments received from the City on June 29, 2016 and the conditions as established at the planning commission meeting for the Planned Unit Development (PUD) for Mills Fleet Farm. We are providing a full set of plans with the incorporated changes for your review. From the original application, the sample site, sign and building elevations, parking analysis, signage analysis, landscaping detail, fence detail and lighting detail have not changed. As we understand, these will be forwarded in the complete packet to the City Council. The stormwater summary is currently being worked on with the City of Monticello engineer. We will work on addressing the stormwater management comments to be consistent with the City of Monticello comments. We have addressed the City comments and the conditions of approval as follows (the comments are in italics and the response is in normal font): Preliminary Plat and Final Plat 1. Perimeter drainage and utility easements shall be identified on the preliminary plat. The perimeter drainage and utility easements have been included on the preliminary plat. 2. The applicant shall verify that all existing private utilities will be contained within the drainage and utility easements. A Gopher State One Call (GSOC) was made and the utilities were not marked. We had indicated that mapping should be provided as well. The mapping that has been provided is useless. The utility companies should be adhering to the drainage and utility easements that are describing on the platted documents. 3. The applicant indicated they have completed a more recent topographic survey, which shall be incorporated on the preliminary plat. The topographic survey illustrated on our original submittal is inclusive of the most recent survey information. 4. The applicant shall verify with Wright County whether the proposed trail easements can be shown on the final plat by document number or by separate easement document. The City attorney will be consulted on this matter as well. The trail easements need to be reflected by a recorded document. Only drainage and utility easements can be conveyed by platting. WIDSETH ilh-0- SMITH NOLTING 5. The existing 50 -foot drainage and utility easement on the south property line of Lot 1, Block 1 shall be expanded to the HWL of the existing pond at elevation 954. An additional easement shall be identified on the preliminary and final plat. An additional easement has been provided as described above. 6. Identify the adjacent ponds NWL and HWL on the preliminary plat. The NWL and HWL's will be provided on the plat at the conclusion of the stormwater analysis. Sheet C2.0 Existinq Conditions 7. The applicant indicated they have completed a more recent topographic survey, which shall be incorporated on the preliminary plat. The original submittal included the recent survey data and was reflected in the topography that was displayed. 8. Contour elevations shall be labeled. Contour labels have been added. 9. There is an additional existing storm sewer stub from Chelsea Road to Lot 1, Block 2 that shall be identified and contained within a drainage and utility easement. An additional 12" RCP storm sewer pipe has been added to the plan set, as per the as -built drawings that have been provided. It is identified on plan sheet C2.0 and lies within the existing easements. 10. The existing sewer stub from the Dundas Road cul -de -sac shall be labeled. The existing 12" PVC sanitary sewer stub from the Dundas Road cul -de -sac has been labeled on plan sheet C2.0. 11. All existing private utilities shall be shown. A GSOC was completed and requested for locating and providing maps. No locating has been provided and the maps have been less than helpful. We have illustrated as best we can what was provided. This has been shown on the preliminary plat. Sheet C3.0 — C3.3 Site Plan 12. The applicant is proposing a new driveway on the west end of the site with a dedicated right turn lane from Chelsea Road. The applicant is requested to consider making the access a right -in /right -out to eliminate conflicts due to spacing with existing driveways and the future driveway to Lot 1, Block 2 and to eliminate potential conflicts due to left -turn movements in order maximize left turn storage lengths along Chelsea Road. As we had discussed at the staff report download meeting, this will be addressed in the developer's agreement. The geometry will accommodate a full access to the Mills Fleet Farm store. The issue will be more associated with the use of two entrances on the north side of Chelsea Road. 13. A description of truck and vehicle circulation on the site shall be provided. WIDSETH hlo-SMITH NOLTING A "Turning Movement Exhibit" drawing has been created to illustrate truck movements within the proposed site. It includes a description of traffic circulation. This drawing is not included as part of our construction drawing set. The most easterly entrance will be for the truck traffic delivering to the site, the center entrance will be the main entrance to the store and will serve as an entrance to the C -Store as well and the most westerly entrance will serve primarily as an entrance to our C -Store and will facilitate truck access to the C- Store. 14. Truck turning movements shall be provided on a separate drawing. See response for comment 7 above. 15. Containment of the fuel tanks shall follow MPCA guidelines. The site is not located within the City's DWSMA. The fuel tank system is installed by an MPCA licensed contractor, who is bound by the underground storage tank requirements. In addition, a Spill Prevention Containment and Counter (SPCC) Measures plan will be developed and implemented prior to the fuel system being up and running. 16. The proposed sidewalk shall be 6- feet wide per City standards and shall be ADA compliant. The proposed sidewalk along Chelsea Road has been revised to a 6 -foot width and will be constructed to meet ADA compliance. Sheet C4.0 — C4.3 Grading Plan 17. Storm sewer top of casting and invert elevations shall be labeled on the grading plans. Inverts and rim elevations for storm sewer structures have been added to the grading plan sheets. 18. Drainage arrows with % grades should be labeled for the parking lot and driveways. Drainage arrows with grades have been added to the grading plan sheets in driveway and parking areas. 19. Identify boulevard grades between the proposed sidewalk and existing Chelsea Road curb line. Spot elevations have been added at intervals along Chelsea Road to indicate boulevard grades. 20. Drainage swales shall be a minimum 2% grade. Within the constraints of the site plan proposed, which is private property, a 1 % grade is the most that is achievable in the two drainage swales. 21. The emergency overflow routes, including spot elevations shall be labeled. Emergency overflow locations and elevations have been labeled on the three infiltration basins proposed. 22. Pretreatment areas or forebays are required at the infiltration basins. WIDSETH i lh-0- SMITH NOLTING Pretreatment areas have been added to 2 of the 3 infiltration basins. The basin at the northeast corner of the site is not large enough to provide a separate pretreatment area, and the drainage to this basin is very minimal. 23. The HWL shall be labeled for all infiltration basins. HWL elevations have been added to all 3 of the infiltration basins proposed. 24. Label the HWL and NWL at the off -site regional ponds. This is information that will need to be provided by the City of Monticello and is associated with the regional ponding that has been completed for the area. Please provide this information and we will add this to our plat documents, at the conclusion of the stormwater management analysis. 25. Label the FFE at the car wash. FIFE elevation for the car was has been added to the grading plan sheets. 26. Show low entry elevations for all proposed buildings. All of the proposed buildings are slab -on -grade and have no entries below finished floor elevation. 27. Show all drainage and utility easements on the grading plan. All drainage and utility easements are now shown on the grading plan. Sheet C6.0 — C6.13 Utility Plan 28. Consider aligning the 8 -inch watermain from Chelsea Road along the proposed driveway to provide more developable area for Outlot A. The 8 -inch watermain referenced has been re- aligned to more closely follow the proposed driveway. 29. It is preferred that all watermain bends be at a 45 degree angle instead of 90 degree. All 90 degree watermain bends have been replaced with pairs of 45 degree bends. 30. Label the sanitary sewer stub that will serve Outlot A. Consider extending the stub beyond the proposed sidewalk to avoid replacing the sidewalk when the stub is extended into Outlot A. The existing sewer stub has been labeled, and an extension of the stub has been included on utility plan sheet C6.4. 31. Consider adding a storm sewer stub from the northerly catch basin adjacent to Outlot A to provide flexibility with development of Outlot A. The proposed infiltration basins have been sized to include runoff from a developed Outlot A in lieu of a direct discharge to the City storm drainage system. We are working with the City for addressing this issue. 32. It's understood that an irrigation layout will be provided at the time of building permit. The irrigation layout will be provided by the landscape contractor prior to installation for review by the owner and City. Installation will not begin until approval of the layout. WIDSETH h7_0 SMITH NOLTING 33. All watermain shall be labeled DIP. As we understand, the City of Monticello accepts both C -900 watermain and Ductile Iron Pipe (DIP) as approved materials. For now, the project specifications require watermain to be DIP, AWWA C151, Class 52. It is our practice to specify the material requirements in the project specifications to avoid duplication and potential errors in materials, but will add the information to our drawings if it is a City requirement. Material data for utilities will be provided on record drawings that will be provided. We are working with the City to specify the appropriate material. 34. Label the sanitary sewer pipe material type. Project specifications require sanitary sewer to be PVC pipe, ASTM D1785, schedule 40 at sizes up to 6" diameter and ASTM 3034, SDR 26 for 8" diameter and larger. See also response to comment 27. 35. Label the storm sewer pipe material type. Project specifications require sanitary sewer to be HDPE pipe, AASHTO M 294, Type S. See also response to comment 27. 36. A utility excavation permit must be obtained from the Public Works department prior to commencement of utility connections. No work on the project is planned until permits are received. 37. Provide an as -built utility plan once construction is complete. An ALTA survey drawing with as -built utility information, including materials and sizes, will be provided when construction is complete. Sheet C8.0- Signing and Striping Plan 38. City staff will review the roadway striping modifications needed with the proposed right turn lane, existing center left -turn striping and future striping of the roundabout at the intersection of Fallon Avenue and Chelsea Road. No roadway striping will be required on Chelsea Road, with the exception of the proposed turn lane. This has been incorporated into our plan set. Sheet C9.0- Chelsea Road Turn Lane 39. A profile and typical section of the Chelsea Road right turn lane shall be submitted for review. Profile data and a typical section for the Chelsea Road turn lane (C9.1) were added to the plan set. 40. More detail in the plan view shall be provided with dimensioning of lane width, turn lane and tap length, spot elevations and right of way line labeled. Additional lane length and width data were added to plan sheet C9.0, and plan sheet C9.1 was added to the plan set. 41. The proposed sidewalk shall have a minimum 8 -foot boulevard. WIDSETH ilh-0- SMITH NOLTING The sidewalk has been planned at the Right -Of -Way (ROW) line. This leaves anywhere from a 13 foot boulevard to a 3 foot boulevard. A 12 foot drainage and utility easement is required on the front of the lot fronting the street. We could shift the sidewalk slightly within the easement to accommodate the requested boulevard. The same easement could be utilized for the trail. We are working with City staff to address this issue. 42. It appears that private utilities will need to be relocated in the area of the turn lane. Plans include a note that the contractor will need to coordinate construction activities with the relocation of private utilities in the area of the turn lane. Sheet C10.0- Construction Details 43. The pavement section of the existing Chelsea Road is attached. The proposed right turn lane shall match this section. The typical section for the proposed right turn lane on plan sheet C9.1 includes a detail of the proposed pavement section, as provided by the City of Monticello. 44. The construction plans should reference and be in compliance with the most recent City of Monticello General Specifications and Standard Detail Plates for Street and Utility Construction located on the City's website- Engineering department. 2015 City standard detail plates should be included in the plans. We have reviewed the City's specifications and standard details and, to the best of our knowledge, the proposed plans comply with those requirements. If you are aware of any specific examples that require revision, please let us know. Traffic Review No specific plan revisions were required as a result of the information provided in this section. Stormwater Management We are working with City staff to address the Stormwater Management comments. This will require a modification to the overall regional modeling that has been completed for this area. Conditions Outlined in Exhibit Z The light pole fixtures shall not be higher than 25 feet. The light poles utilized for the site will not be higher than 25 feet. 2. The Fire Inspector shall review and approve the fire connections. The fire inspector will review the fire connections. 2. The applicant relocate required landscaping for engineering purposes to open space around the gas station /car wash facility without reducing overall quantity. This has not yet been incorporated into the plan set, but we are working with City staff to address this comment. WIDSETH SMITH NOLTING 3. The applicants relocate the vehicle fuel sales trash enclosure to a position less prominent in view, such as to the south of the fuel tank area, farther away from Chelsea Road. The trash enclosure has been relocated on the site. This is not yet reflected in the plan set, but will be provided with the final drawing to the City that addresses all the comments. 4. The applicants apply for final stage planned unit and final plat. The application has been provided to the City of Monticello. 5. The applicant enter into a development contract with the City specifying and securing all relevant aspects of the project. The developer's agreement has been submitted to the City of Monticello for review. 6. The applicants comply with the terms of the City Engineer's letter dated June 29, 2016. We are working with City staff to address the comments in the Engineer's letter. 7. The applicants comply with the recommendations of other City staff. We are working with City staff to address the comments on the Mills Fleet Farm project. The applicant respectfully requests approval of all aspects of the project as presented. We are actively working with City staff to address all the comments that have been provided. Please let us know if you have any questions or need additional information. You may contact me at (218) 316 -3653 or by email, tim.ramerth(a wsn.us.com or Mike Angland at (218) 316 -3608 or by email, mike.angland(aD-wsn.us.com. We look forward to providing additional information at the planning commission meeting. Sincerely, XniincPTN cnniTU 9- rxini Tinirr o,SSOCIATES, INC. Timothy T. Ramerth, P.E. Project Manager cc. Hugh Leasum, Mills Properties, LLC Jeff Meek, Mills Properties, LLC Attch. Preliminary Plat for Mills Fleet Farm Addition to Monticello Final Plat for Mills Fleet Farm Addition to Monticello Monticello MFF Drawings 7 -19 -2016 SUMMARY OF EXPENSES /FINANCE PLAN Full Development Option July 21, 2016 - DRAFT Total Acres in Development Total Lots in Development 36.05 gross 30.32 net 4 Trunk Area Charges & Assessments $318,600.00 Acreage Acres or Credits Net Notes Landscaping $350,000 Charge Units Prairie Restoration Assessment IOU Special Assessments NA Grading $3,000 36 Previously Levied Sanitary Sewer (gross acres) $3,316 36.05 $119,541.80 paid at prevaling rate at time of platting Watermain (gross acres) $2,452 36.05 $88,394.60 paid at prevaling rate at time of platting Storm Sewer Base (net acres) $3,543 30.32 $107,423.76 paid at prevaling rate at time of platting Storm Sewer Alternate net acres $7,277 1 30.321 $220,638.64 paid at prevaling rate at time of platting TOTAL, ALL PARCELS $535,998.80 Lot 1, Block 1 Sanitary Sewer (gross acres) $3,316 28.58 $94,771.28 Watermain (gross acres) $2,452 28.58 $70,078.16 Storm Sewer Base (net acres) $3,543 24.07 $85,280.01 Storm Sewer Alternate (net acres) $7,277 24.07 $175,157.39 TOTAL $425,286.84 Lot 2, Block 1 Sanitary Sewer (gross acres) $3,316 2.74 $9,085.84 Watermain (gross acres) $2,452 2.74 $6,718.48 Storm Sewer Base (net acres) $3,543 2.48 $8,786.64 Storm Sewer Alternate (net acres) $7,277 2.48 $18,046.96 TOTAL $42,637.92 Lot 2, Block 2 Sanitary Sewer (gross acres) $3,316 2.39 $7,925.24 Watermain (gross acres) $2,452 2.39 $5,860.28 Storm Sewer Base (net acres) $3,543 1.82 $6,448.26 Storm Sewer Alternate (net acres) $7,277 1.82 $13,244.14 TOTAL $33,477.92 Outlot Sanitary Sewer (gross acres) $3,316 2.34 $7,759.44 Watermain (gross acres) $2,452 2.34 $5,737.68 Storm Sewer Base (net acres) $3,543 1.95 $6,908.85 Storm Sewer Alternate (net acres) $7,277 1.95 $14,190.15 TOTAL $34,596.12 City Fees /Deposit City Fee (General Admin) 2.00% $6,372.00 Actual; cost reconciled at project completion, $2,000 min Legal 2.00% $6,372.00 Actual; cost reconciled at project completion, $2,000 min Planning 2.00% $6,372.00 Actual; cost reconciled at project completion, $2,000 min Engineering and Inspection Grading and Restoration 3.00% TBP Actual; reconciled at project completion; $7,000 min Streets and Utilities 7.00% $22,302.00 Actual; reconciled at project completion; $7,000 min GPS Locate $60 4 units $240.00 Actual; cost reconciled at project completion Total City Fees $41,658.00 Improvement Construction Costs (Used to Calculate City Fees scrows ec'urt ies' Notes Watermain $237,700.00 Turn Lane, Chelsea Road $45,800.00 Sidewalk, Chelsea Road $35,100.00 Construction total for purpose of calculating other fees $318,600.00 Lot Corners /Iron Monuments $300 4 lots $1,200 Total Construction Cost for the purpose of calculating LOC $319,800.00 $399,750.00 Maximum allowable reduction prior to acceptance and bond 90.00% r $359,775.00 Additional L Landscaping $350,000 Estimated $375,000 x Prairie Restoration NA Tree Preservation NA Grading $3,000 36 $108,000 1,A $483,000 (reserved for recording information) DEVELOPMENT CONTRACT and PLANNED UNIT DEVELOPMENT AGREEMENT 0 (Developer Installed Improvements) MILLS FLEET FARM ADDITION TO MONTICELLO THIS DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT AGREEMENT ( "Agreement ") is dated , 2016, by and between the CITY OF MONTICELLO, a Minnesota municipal corporation ( "City "), and MILLS PROPERTIES, LLC, a Delaware limited liability company (the "Owner" and "Developer "). 1. REQUEST FOR APPROVAL. On July 25`b, 2016the City approved the finalplat and Planned Unit Development for Mi LLs FLEET FARM ADDITION To MONrICELLO (referred to in this Contract as the "plat" or "development "). The land is situated in the County of Wright, State of Minnesota, and is legally described as set forth on Exhibit A hereto ( "Subject Property"). 2. CONDITIONS OF APPROVAL. A. The City's approval of the plat was conditioned upon the Developer entering into this Agreement, furnishing the security required by this Agreement, and recording of the plat and this 1 Agreement with the County Recorder or Registrar of Titles within one hundred (100) days after the City Council approved the development. B. The City grantedapproval to the development (identified as Plans A through Y in paragraph 8 of this Agreement); as adopted on July 25', 2016by Resolution #2015 -050, and compliance with the terms and conditions of this Agreement and all other City requirements which are in effect. The specific conditions, requirements, and terms of approval are as set forth in City Resolution #2015 -049 for Planned Unit Development and 2015 -050 for Plat as, adopted by the Monticello City Council on the 25th day ofJuly, 2016. 3. RIGHT TO PROCEED. Within the Subject Property, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: 1) this Agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security as described in this Agreement has been received by the City, and 3) the plat, and this Agreement have been recorded with the Wright County Recorder's /Registrar's Office within one hundred (100) days of City Council approval, and 4) the City's Administrator has issued a letter that the Developer may proceed. If the plat or this Agreement are not recorded within one hundred (100) days of City Council approval, the approval shall be considered void, unless a request for time extension is submitted in writing and approved by the City Council prior to expiration of the one hundred (100) day period. The City shall submit this Agreement for recording promptly upon execution by both parties. The Developer shall submit the plat for recording to the Wright County Recorder/Registrar's Office. 4. PHASED DEVELOPMENT. If this plat or development agreement is a phase of a multi - phased development, the City may refuse to approve final plats of subsequent phases if the Developer has breached this Agreement and the breach has not been remedied. Development of subsequent phases may not proceed until the City approves Development Agreements for those phases. 2 5. PRELIMINARY PLAT STATUS. If this plat is a phase of a multi - phased preliminary plat, and the preliminary plat approval for all phases not final platted shall lapse and be void unless final platted into lots and blocks, not outlots, within three (3) years after preliminary plat approval as specified by state law. 6. CHANGES IN OFFICIAL CONTROLS. For three (3) years from the date of this Agreement, no amendments to the City's Comprehensive Plan, or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved final plat or approved development unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Agreement to the contrary, to the full extent permitted by state law, but subject to the limitations set forth in Minn Stat. Sec 462.358, subd. (c), the City may require compliance with any amendments to the City's Comprehensive Plan, official controls, platting or dedication requirements enacted after the date of this Agreement with respect to property which did not receive final plat or development approval less than three (3) years prior to any such amendments. 7. DESIGN STANDARDS. The applicable Zoning District Regulations are equal to those set forth in the Planned Unit Development Zoning District Regulations as approved by the Monticello City Council on July 25% 2016 and in accordance with the plans as identified in Section "8" of this agreement. 8. DEVELOPMENT PLANS. The Subject Property shall be developed in accordance with the plans listed below( "Plans "). The Plans shall be as approved with conditions by the City of Monticello on July 25th, 2016. The Plans shall not be attached to this Agreement. The Plans may be prepared, subject to City approval, after entering the Agreement, but before commencement of any work or on the Subject Property. If the Plans vary from the written terms of this Agreement, the plans shall control. The Plans are: Plan A Preliminary Plat Plan B Final Plat Plan C Title Sheet Plan D Legend Plan E Existing Conditions Plan F Removals Plan G Site Plans Plan H Grading Plans Plan I Erosion Control Plans Plan J Overall Utility Plans Plan K Paving Plan Plan L Signing and Striping Plan Plan M Chelsea Road Turn Lane Plan Plan N Construction Details Plan O Landscaping Plans Plan P Floor Plans Plan Q Exterior Elevations Plan R Accessory Building Plans Plan S Storage Yard Entrance Plans Plan T Car Wash Plans Plan U Sign Plans and Analysis Plan V Electrical and Photometric Plans Plan W Landscaping Detail Plan X Fence Detail Plan Y Lighting Detail 9. IMPROVEMENTS. The Developer shall install and pay for the following as required to be built within the project as improvements in accordance with the Plans, as approved with conditions by the City of Monticello on July 25', 2016: A. Sanitary Sewer System B. Water System C. Storm Sewer System D. Parking Lots E. Streets, Alleys and Driveways F. Concrete Curb and Gutter G. Street lights H. Site Grading, Ponding, and Erosion Control 4 I. Landscaping J. Underground Utilities K. Setting of Iron Monuments L. Surveying and Staking M. Sidewalk, Chelsea Road N. Traffic Control Signs O. Chelsea Road Right Turn Lane The improvements shall be installed in accordance with the City Code and the approved Plans. The Developer will not use heavy site construction equipment between the hours of 10 o'clock p.m. and 7 o'clock a.m Development construction shall occur Monday - Saturday within the Subject Property. The Developer shall submit plans and specifications for permit which have been prepared by a competent registered professional engineer to the City for approval by the City Engineer which approval shall be provided on the condition that such submittals comply with the Plans and this Agreement. The Developer shall instruct its engineer or a separate third -party consultant to provide adequate field inspection personnel to assure an acceptable level of quality control. In addition, the City may, at the City's discretion, and at the Developer's expense, have one or more City inspectors and a soil engineer inspect the Public Improvements work as the City may reasonably determine. The Developer, its contractors and subcontractors, shall follow all instructions received from the City's inspectors. The Developer shall provide for on -site project management via a Construction Superintendent. In addition, the Developer shall provide a Construction Project Manager and Development Construction Manager to oversee the Development and be responsible for design changes and contract administration between the Developer and the Developer's contractor. The Developer, or the Developer's General Contractor, shall provide for materials testing for the Public Improvements. Testing reports shall be provided to the City and shall be required to comply with the City's General Specifications. The Developer, or its engineer or General Contractor shall schedule a pre - construction meeting at a mutually agreeable time at the City Council chambers with all parties concerned, including the City staff, to review the program for the construction work. Developer will install the public sidewalk on Chelsea Roadjust prior to the installation of the final lift of asphalt. 10. PUBLIC IMPROVEMENTS. A. The Chelsea Road right turn lane, water main, and public sidewalk on Chelsea Road shall be developed in accordance with the approved plans and specifications for the Development, required City specifications, and Plan `B ", Plan "G" and Plan "M" (the "Public Improvements "), as identified in Paragraph 8 of the agreement. As required per City Code Title 8, Chapter 1 and Title 8, Chapter 5, the adjacent property owner shall be responsible for maintenance of all sidewalk, trail and boulevard areas, including regular lawn maintenance and snow removal. B. The Plat includes a water main easement which traverses the Subject Property(" Basement Area "). The Easement Area is being used by the City pursuant to the easement grant in the Plat for the installation, operation and maintenance of a water main to serve the Development. C. Developer, its successors and assigns, hereby reserves and retains all other property rights in and to the Easement Area, including, the right to use the Easement Area, so long as such use does not unreasonably interfere with the City's rights hereunder, it being understood that the use of the surface of the Easement Area is for vehicular traffic, pedestrian traffic, landscaping, parking, and /or signage (including directional, stop or handicapped parking signs or markers), and shall be deemed not to substantially interfere with the City's rights hereunder or damage the improvements. Developer and the successor and assigns of Developer hereby covenant and agree not to construct or permit to be constructed any permanent structure of any kind on the Easement Area without the approval of the City, which shall not be unreasonably withheld. D. The City shall maintain the water main lines located within the Easement Area in a safe and good condition. In exercising its rights to maintain and repair the water main, the City shall, to the fullest extent practicable, not interfere with the business operations at the Subject Property. Specifically, in exercising its rights under the easement, the City shall ensure to the fullest extent practicable that the Developer will have full and unlimited access at all times to the truck docks, building entrances, and compactor areas at the Subject Property. Prior to commencing any work in the Easement M Area, the City, or its contractor or consultants shall provide the Developer with not less than 24 hours' written notice prior to entering the Subject Property for purposes of exercising its rights hereunder. The City shall avoid and minimize all excavation within the Easement Area to the maximum extent practicable. The City shall conduct all normal maintenance and repairs with the Easement Area with utmost speed. E. The installation, maintenance, replacement and/or repair of the water main lines within the Easement Area, that is performed by the City, its agents and employees shall be performed (i) at the City's sole cost and expense, except for surface restoration of Developer's private improvements, in such a manner as to minimize interference with the use and enjoyment thereof by Developer and other lawfully present thereon, (ii) with adequate provision for safety and convenience of all persons using the surface of such areas, and (iii) diligently, so as to complete such work and remove all equipment and materials in a reasonable time so as to not impact the Developer's construction or store opening schedule. F. If the surface of the Easement Area or any portion thereof or any landscaping, curbing, pavement or other improvements thereof shall be disturbed by installation, operation, maintenance, replacement or removal activities or such other activities performed by or on behalf of the City in connection with the use of the easement, said surface and improvement shall be promptly restored by the fee owner, at the fee owners' sole cost, of the Easement Area which is disturbed to their condition just prior to the disturbance. G. The Developer shall provide "as- constructed" plans for all public improvements. The "as- constructed" plans shall include field- verified elevations. 11. OWNERSHIP OF IMPROVEMENTS. Upon completion of the work and construction of Public Improvements required by this Agreement, the Public Improvements lying within ublic easements shall become City property without further notice or action. Upon completion of the Public Improvements, the City shall inspect the Public Improvements and notify Developer if any of the Public Improvements do not conform to the requirements of this Agreement. Upon compliance with this Agreement with respect to Public Improvements, the City shall give formal notice of acceptance to Developer. 12. WARRANTY. The Developer warrants all public improvements required to be constructed by it pursuant to this Agreement for a period of twenty -four (24) months from the date of acceptance by the City against poor material and faulty workmanship. All trees and shrubs within the Subject Property shall be warranted to be alive, of good quality, and disease free for twenty -four (24) months after planting. Any replacements shall be warranted for twenty -four (24) months from the time of planting. 13. IRON MONUMENTS. In accordance with Minnesota Statutes 505.021 and Monticello City Code Section 11 -4 -2, the final placement of iron monuments for all lot corners must be completed before the applicable security is released. The Developer's surveyor shall also submit a written notice to the City certifying that the monuments have been installed. 14. PERMITS. The Developer shall obtain or require its contractors and subcontractors to obtain all necessary permits, including but not limited to the following to the extent required: • Wright County for County Road Access and Work in County Rights -of -Way • MnDot for State Highway Access • Minnesota Department of Health for Water mains • MPCA for Storm Water Permits, Sanitary Sewer and Hazardous Material Removal and Disposal • DNR for Dewatering • City of Monticello for Building Permits • NPDES /SDS Construction Storm Water General Permit 15. DEWATERING. Due to the variable nature of groundwater levels and storm water flows, it will be the Developer's and the Developer's contractors and subcontractors responsibility to satisfy themselves with regard to the elevation of groundwater in the area and the level of effort needed to perform dewatering and storm flow routing operations. All dewatering shall be in accordance with all applicable county, state, and federal rules and regulations. DNR regulations regarding appropriations permits shall also be strictly followed. 16. TIME OF PERFORMANCE. The final wear course on the Chelsea Road Right Turn Lane and on the streets within the Public Improvements shall be installed before October 31St of the first summer after the base layer of asphalt has been in place one freeze thaw cycle.. The Developer may, however, request an extension of time from the City, which request shall not be unreasonably withheld or denied. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. Final wear course placement must have the written approval of the City Engineer, and may be delayed or scheduled at any time of the year based upon existing site conditions at the discretion of the City Engineer. The City Engineer shall not unreasonably withhold approval of the final wear course placement. 17. LICENSE. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with plat development. ff 19 18. EROSION CONTROL AND STORMWATER MANAGEMENT. A. Prior to initiating site grading, the erosion control plan shall be implemented by the Developer and inspected and approved by the City. The City may impose additional erosion control requirements if reasonably required. All areas disturbed by the excavation and backfilling operations shall be reseeded within five (5) days after the completion of the work, weather permitting, or in an area that is inactive for more than ten (10) days, or as identified in the Construction Stormwater General Permit /SWPPP, unless authorized and approved by the City Engineer, which approval shall not be unreasonably withheld.. Except as otherwise provided in the erosion control plan, seed shall be in accordance with the City's current seeding specification which may include certified oat seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be maintained as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may provide Developer with written notice of default. If the Developer does not cure the default within two (2) days after receipt of such notice, then the City will take such action as it deems appropriate to control erosion. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. If the Developer does not reimburse the City for any cost the City reasonably incurred for such work within thirty (30) days after receipt of the City's written request (which request shall include all supporting and related evidence necessary to substantiate the actual cost), the City may draw down the letter of credit to pay any reasonable and actual costs. No development, street or utility construction will be allowed and no building permits will be issued unless the plat is in full compliance with the approved erosion control plan. B. The Developer shall inspect, maintain, operate and replace in a good state of repair and safe condition all drainage improvements, including, without limitation, the storm sewer and infiltration systems on the Subject Property. I it I 19. GRADING PLAN. The Subject Property shall be graded in accordance with the approved grading development and erosion control plan. The Plan shall conform to City of Monticello General Specifications. The Developer shall provide the City with an "as constructed" grading plan certified by a registered land surveyor or engineer that all ponds, swales, and ditches for public drainage have been constructed on public easements or land owned by the Developer. Notwithstanding the foregoing, the City may issue building permits to the Developer, prior to completion of all grading, provided the City Engineer has determined that adequate erosion control measures are in place. The "as constructed" plan shall include field verified elevations of the following: a) cross sections of ponds; b) location and elevations along all swales, wetlands, wetland mitigation areas if any, ditches, locations and dimensions of borrow areas /stockpiles, and installed "conservation area" posts; and c) lot corner elevations. The City will withhold issuance of certificate of occupancy until the approved certified grading plan is on file with the City and all erosion control measures are in place as determined by the City Engineer. 20. CLEAN UP. During the course of grading and construction on the Subject Property, the Developer shall clean dirt and debris from streets that has resulted from construction work by the Developer, 10 subcontractors, their agents or assigns. Prior to any construction in the plat, the Developer shall identify in writing a responsible party and schedule for erosion control, street cleaning, and street sweeping. The Developer shall pay a penalty of $100.00 a day for each calendar day that the adjacent streets are not cleaned in accordance with this paragraph. If the Developer repeatedly fails to clean adjacent streets in accordance with this paragraph, the City may, in its discretion, after 24 hours notice to the Developer, perform the work or contract to have the work completed and bill the reasonable and actual costs to the Developer. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. If the Developer does not reimburse the City for any cost the City incurred for such work within thirty (30) days from the date notice of the amount owed to the City is mailed, the City may draw down the Irrevocable Letter of Credit for grading to pay any such costs. No development, utility or street construction will be allowed and no building permits will be issued unless the Plat is in fill compliance with the requirements of this Paragraph. 21. CITY ENGINEERING ADMINISTRATION AND CONSTRUCTION OBSERVATION. 0 A. The Developer shall pay a fee for the City's engineering administration as related to the Public Improvements. City engineering administration will include monitoring of construction observation related to Public Improvements, consultation with Developer and its engineer on status or problems regarding the project, coordination for final inspection and acceptance, project monitoring during the warranty period, and processing of requests for reduction in security. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be seven percent (7.0 %), of the estimated construction cost of the Public Improvements, assuming normal construction and project scheduling. Developer will provide a $22,302.00 escrow, which is separate and in addition to any other escrow funds for this Development., to pay the fees owed to the City under this Section. The Developer shall pay for construction observation performed by the City's consulting engineer. Construction observation shall include part or full time inspection of proposed public utilities and will be billed on standard hourly 11 rates per City's adopted fee schedule. The cost of the construction observation is included in the seven (7 %) estimate. B. The Developer shall pay a fee for the City's engineering administration as related to grading and restoration of the Subject Property. City engineering administration will include monitoring of construction observation related to grading and restoration of the site, consultation with Developer and his engineer on status or problems regarding the project, coordination for final inspection and acceptance, and processing of requests for reduction in security. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be three percent (3.0 %), of the estimated construction cost of the Subject Property grading and restoration cost, assuming normal construction and project scheduling. Developer will provide a $ (Insert based on grading cost) escrow, which is separate and in addition to any other escrow funds for this Development. The Developer shall pay for construction observation performed by the City's consulting engineer. Construction observation shall include part or full time inspection of proposed public utilities and will be billed on standard hourly rates per City's adopted fee schedule. 0 22. CITY PLANNING, LEGAL AND ADMINISTRATION. A. The Developer shall submit an escrow deposit for fees for City staff administration relating to processing of the plat and associated administration. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be two percent (2.0 %), or $2,000 minimum, of the estimated construction cost of the Public Improvements, assuming normal construction and project scheduling. Developer will provide a $6,372.00 escrow, which is separate and in addition to any other escrow funds for this developer /development. This amount is subject to reconciliation based on actual costs at the completion of the project. B. The Developer shall submit an escrow deposit for fees relating to City planning - related expenses associated with the plat development. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be two percent (2.0 %), or $2,000 minimum, of the estimated 12 construction cost of the Public Improvements, assuming normal construction and project scheduling. Developer will provide a $6,372.00 escrow, which is separate and in addition to any other escrow funds for this developer /development. This amount is subject to reconciliation based on actual costs at the completion of the project. C. The Developer shall submit an escrow deposit for fees relating to City legal - related expenses associated with the plat development. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be two percent (2.0 %), or $2,000 minimum, of the estimated construction cost of the Public Improvements, assuming normal construction and project scheduling. Developer will provide a $6,372.00 escrow, which is separate and in addition to any other escrow funds for this developer /development. This amount is subject to reconciliation based on actual costs at the completion of the project. 0 #1 D. The fees owed by the Developer to the City under this Section 22 shall be paid from the escrows amounts. Any amounts not utilized from the escrow account shall be returned to the Developer when all the Development has been completed in accordance with this Agreement. If additional escrow amounts are required for such costs incurred beyond the escrow deposit, the Developer shall be billed directly for such costs and there shall be no issuance of occupancy permits until all such obligations have been fully paid. 23. CLAIMS. In the event that the City receives claims from labor, material, or others that work required by this Agreement has been performed, the sums due them have not been paid, and the laborers, material, or others are seeking payment from the City, the Developer hereby authorizes the City to commence an Interpleader action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the District Courts, to draw upon the letters of credit in an amount up to 125 percent of the claim(s) and deposit the funds in compliance with the Rule, and upon such deposit, the Developer shall release, discharge, and dismiss the City from any further proceedings as it pertains to the letters of credit deposited with the District Court, except that the Court shall retain jurisdiction to determine attorneys' fees pursuant to this Agreement. 13 24. SANITARY SEWER TRUNK CHARGE. The Development is subject to a charge for Sanitary Sewer Trunk expenses in the amount of $119.541.80, which includes all platted lots and outlots within the Development, payable at the time of final plat approval. The fee is calculated as follows: $3,316.00 /gross acre x 36.05 gross acres = $119,541.80 25. WATER TRUNK CHARGE. The Development is subject to a charge for Water Trunk expenses in the amount of $88,394.60, which includes all platted lots and outlots within the Development, payable at the time of final plat approval. The fee is calculated as follows: $2,452.00 /gross acre x 36.05 gross acres = $88,394.60 26. STORM SEWER CHARGE. The Development is subject to a charge for Storm Sewer expenses in the amount of $328,062.40, which includes all platted lots and outlots within the Development, payable at the time of final plat approval. The fee is calculated as follows: Base: $3,543.00 /net acre x 30.32 net acres = $107,423.78 Alternate Ponding Area: $7,277.00/net acre x 30.32 net acres+ $220,638.64 TOTAL: $107,423.78 + $220,638.64 = $328,062.42 27. SPECIAL ASSESSMENTS. The Development is subject to a previously levied special assessment agreement for the CSAH 18/I -94 interchange, road and other public improvements dated May 20th, 2005 ( "Assessment Agreement'). The Developer shall provide the City with a schedule of apportionment for the levied special assessments by lot and block to be platted. None of the previously levied assessment may be apportioned to outlots within the plat. As of July 25th, 2016, there is a remaining balance associated with the Assessment Agreement. 28. PARK DEDICATION. Park dedication is not applicable to the Development. 29. SPECIAL PROVISIONS. The following special provisions shall apply to the development: A. Implementation of the recommendations listed in Resolution #2016 -049 and Resolution 2016 -050, of July 25th, 2016 14 B. The Developer shall post a $1,200.00 security for the final placement of interior subdivision iron monuments at property corners and the placement of all monuments. The security will be held by the City until the Developer's land surveyor certifies that all irons have been set following site grading and utility and street construction. C. The Developer shall pay the cost for the preparation of record construction drawings and City base map upgrading by the City Engineer as part of the Administrative / Engineering Fee. D. The Developer is required to submit the final plat in electronic format. The electronic format shall be Auto CAD file. E. The Developer must obtain a sign permit from the City prior to installation of any signs for the development. F. Developer acknowledges that future access modifications from Chelsea Road to Lot 1 and Lot 2, Block 1 and Lot 1, Block 2 shall be made as determined by the City based on future development conditions, Fallon overpass constriction and increases in traffic volumes within the area in order to maintain traffic safety. 30. SUMMARY OF SECURITY REQUIREMENTS. A. To guarantee compliance with the terms of this Agreement, payment of the costs of all improvements, and construction of all public and private improvements, at the time of final plat approval, the Developer shall furnish the City with a letter of credit, in the form attached hereto, from a bank ( "security ") for $399,750.00 to guarantee completion of the Public Improvements and Lot Monuments. The amount of the security includes all of the security requirements set forth in the preceding sections of this Agreement, and was calculated as follows: PUBLIC IMPROVEMENT CONSTRUCTION COSTS: Water main$237,700.00 Sidewalk, Chelsea Road $35,100.00 Right Turn Lane, Chelsea Road $45,800.00 CONSTRUCTION SUB -TOTAL $318,600.00 OTHER COSTS: Lot Corners /Iron Monuments 1,200.00 15 OTHER COSTS SUB -TOTAL $1,200.00 TOTAL CONSTRUCTION SECURITY Total Costs X 125% $399.750.00 B. The Developer shall also furnish the City with a cash security or letter of credit, in the form attached hereto, from a bank ( "Security ") for $108,000 for grading in compliance with approved Plan "H ". This amount was calculated as follows. $3,000 /acre X 36 acres = $108,000 GRADING/EROSION SECURITY: Erosion Control /Grading Certification $ 108,000 C. The Developer shall furnish the City with a letter of credit, in the form attached hereto, from a bank ( "security ") for $375,000.00 to guarantee the completion of Subject Property landscaping improvements in compliance with approved Plan "O ". This amount was calculated as follows. $350,000.00 (estimated landscaping cost) x 125% - $375,00.00 D. This breakdown is for historical reference; it is not a restriction on the use of the security. The bank shall be subject to the approval of the City Administrator. The security shall be for an automatically renewing term. Individual security instruments may be for shorter terms provided they are replaced at least thirty (30) days prior to their expiration. The City may draw down the security, upon five (5) business days prior written notice to Developer, for any violation of the terms of this Agreement. Amounts drawn shall not exceed the amounts necessary to cure to the default. If the security is drawn down, the proceeds shall be used to cure the default. Upon receipt of proof satisfactory to the City that work has been completed and financial obligations to the City have been satisfied in accordance with the Plans, the security shall be reduced from time to time by ninety percent (90 %) of the financial obligations that have been satisfied. Ten percent (10 %) of the amounts certified by the Developer's engineer shall be retained as security until all improvements have been completed and all financial obligations to the City satisfied. The City standard specifications for utilities and street construction outline procedures for security reductions. 31. SUMMARY OF CASH REQUIREMENTS. The following is a summary of 16 the cash requirements under this Agreement which must be furnished to the City at the time of final plat approval and execution of this Agreement by the City: City Engineering Expenses, escrow 3% Grading & Restoration 7% Public Improvements City Administration Expenses, escrow City Legal Expenses,escrow City Planning Expenses, escrow Sanitary Sewer Trunk Charge Water Trunk Charge Storm Sewer Charge Total Cash Requirements 32. RESPONSIBILITY FOR COSTS. $22,302.00 $6,372.00 $6,372.00 $6,372.00 $119,541.80 $88,394.60 $220,638.64 A. Except as otherwise specified herein, the Developer shall pay all costs incurred by it or the City in conjunction with the development of the plat, including but not limited to Soil and Water Conservation District charges, legal, planning, engineering and inspection expenses incurred in connection with approval and acceptance of the plat, the preparation of this Agreement, review of construction plans and documents, and all costs and expenses incurred by the City in monitoring and inspecting development of the plat. B. The Developer shall reimburse the City for reasonable costs incurred in the enforcement of this Agreement, including engineering and attorneys' fees. C. The Developer shall pay, or cause to be paid when due, and in any event before any penalty is attached, all special assessments referred to in this Agreement. This is an obligation of the Developer and shall continue in full force and effect even if the Developer sells one or more lots, the entire plat or property, or any part of it. 17 D. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Agreement within thirty (30) days after receipt. If the bills are not paid on time, the City may halt plat development and construction until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of eighteen percent (18 %) per year. E. In addition to the charges herein and special assessments referred to herein, other charges as required by City ordinance may be imposed such as, but not limited to, sewer access charges ( "SAC "), water access charges, and building permit fees. 33. DEVELOPER'S DEFAULT. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any reasonable and actual expense incurred by the City, provided the Developer, except in an emergency as determined by the City, is first given notice of the work in default, not less than forty-eight (48) hours in advance. This Agreement is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part to the Subject Property. 1 34. MISCELLANEOUS. A. The Developer represents to the City that the plat complies with all city, county, state, and federal laws and regulations, including but not limited to, subdivision ordinances, zoning ordinances, and environmental regulations. If the City determines that the plat does not comply, the City may, at its option, refuse to allow construction or development work in the plat until the Developer does comply. Upon the City's demand, the Developer shall cease work until there is compliance. B. This Agreement shall run with the land and may be recorded against the title to the Subject Property. The Developer covenants with the City, its successors and assigns, that the Developer is well seized in fee title of the property being final platted and/or has obtained consents to this Agreement, in the form attached hereto, from all parties who have an interest in the Subject Property; that there are no 18 unrecorded interests in the Subject Property being final platted; and that the Developer will indemnify and hold the City harmless for any breach of the foregoing covenants. Any transfer of an ownership interest in the Subject Property is an assignment of the rights and obligations herein to the subsequent owner. C. Third parties shall have no recourse against the City or Developer under this Agreement. D. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Agreement is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Agreement. E. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Agreement. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Agreement shall not be a waiver or release. F. Developer will hold the City and its officers, agents, and employees harmless from claims made by third parties, including but not limited to other property owners, tenants, contractors, subcontractors, and materialmen, for damages sustained, costs incurred, or injuries resulting from approval of this Planned Unit Development and the development of the Subject Property unless such claims are caused by the City's negligent, reckless or willful misconduct. The Developer will indemnify the City and its officers, agents, and employees for all costs, damages, or expenses, including reasonable engineering and attorney's fees, which the City may pay or incur in consequence of such claims, except if caused by City negligence, reckless or willful misconduct. G. In addition to all legal or equitable remedies, breach of any material term of this Agreement by the Developer shall be grounds for denial of building permits, including lots sold to third parties, and Certificates of Occupancy. H. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to 19 City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. I. Developer shall take out and maintain or cause to be taken out and maintained until six (6) months after the City has accepted the public improvements, commercial general liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developer's work or the work of its contractors or by one directly or indirectly employed by any of them. The insurance may be provided by a single policy or multiple policies including excess of or umbrella policies and shall have limits for bodily injury and death not less than $1,000,000 for one person and $2,000,000 for each occurrence; limits for property damage shall be not less than $1,000,000 for each occurrence; or a combination single limit policy of $2,000,000 or more. The City shall be named as an additional insured on the policies, and the Developer shall file with the City a certificate evidencing coverage prior to the City signing the plat or issuing any permits. In the event the City has not received this prior to the start of construction, the Developer shall halt all work until a certificate has been provided to the City. The certificate shall provide that the City must be given advance written notice of the cancellation of the insurance. If building permits are issued prior to the acceptance of public improvements, the Developer assumes all liability and costs resulting in delays in completion of public improvements and damage to public improvements caused by the City, Developer, its contractors, subcontractors, material men, employees, agents, or third parties. No sewer and water connection permits may be issued and no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with at least one lift of bituminous surface and the utilities are accepted by the City Engineer in writing. 20 K. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. L. The Developer will pay in full all invoices submitted to it by the City within sixty (60) days after receipt which reasonably evidence those costs incurred in the drafting, enforcement and supervision of this Agreement, including reasonable engineering, planning, and attorney's fees. If the invoices are not paid on time, the City may halt all development work until the invoices are paid in full. Invoices not paid within sixty (60) days shall be subject to an eight percent (8 %) per annum interest charge. I P M Developer shall be responsible for all snow removal from sidewalks on developed and vacant lots and outlots to the extent that City Ordinance requires snow removal from the property. Developer shall be responsible for ensuring that all vacant lots comply with the City's Code regarding nuisances. 35. SUCCESSORS AND ASSIGNS. The Developer may not assign this Agreement without the written permission of the City Council, which permission shall not be unreasonably withheld. This Agreement shall be binding upon and inure to the benefit of the parties and their respected successors and assigns, including without limitation, any and all future and present owners, tenants, occupants, licensee, mortgagee and any other parties with any interest in the Property. Should the Developer convey any lot or lots in the Plat to a third party, the city and the owner of that lot or those lots may amend the Development or this Agreement, with City approval, or use of those lots without the approval or consent of the other lot owners within the Plat. Private agreements between the owners of lots within the Plat for shared service or access and related matters necessary for the efficient use of the 21 Property shall be the responsibility of the lot owners and shall not bind or restrict City authority to approve applications from any lot owner. 36. COUNTERPARTS. This Agreementmay be executed in any number of counterparts, each of which shall be an original, but all of which together shall constitute one instrument. 37. NOTICES. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: Notices to the City shall be in writing and shall be either hand delivered to the City Administrator, or mailed to the City by certified mail, or by a nationally recognized overnight vcarrier, in care of the City Administrator at the following address: City of Monticello, Monticello City Hall, 505 Walnut Street, Suite 1, Monticello, Minnesota 55362, with a copy to the City Attorney by regular mail at: Campbell Knutson, P.A., Grand Oak Office Center I, 860 Blue Gentian Road, #290, Eagan, Minnesota 55121. 1 [Signatures on the following pages.] 22 Signature page to Development Contract and PUD Agreement MILLS FLEET FARM ADDITION (SEAL) STATE OF MINNESOTA ) ( ss. COUNTY OF WRIGHT ) CITY OF MONTICELLO :• Brian Stumpf, Mayor Jeff O'Neill, City Administrator I i, i The foregoing instrument was acknowledged before me this day of , 20 , by Brian Stumpf and by Jeff O'Neill, the Mayor and City Administrator of the City of Monticello, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. Notary Public 23 DEVELOPER: STATE OF MINNESOTA ) ( ss. COUNTY OF ) Its The foregoing instrument was acknowledged before me this day of 20 , by the of , a on its behalf. F DRAFTED BY: CAMPBELL, KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452 -5000 JJJ Notary Public 24 25 EXHIBIT "A" TO DEVELOPMENT CONTRACT Legal Description That part of Lot 10, AUDITOR'S SUBDIVISION NO. ONE, according to the recorded plat thereof, on file in the Wright County Minnesota Recorder's Office, being part of the Northwest Quarter of the Northwest Quarter (NW 14 -NW 14), Section 13, Township 121, Range 25, said Wright County, described as follows: Beginning at the most easterly corner of Lot 1, Block 1, MONTICELLO COMMERCE CENTER SECOND ADDITION, according to the recorded plat thereof, on file in said Wright County Recorder's Office; thence South 26 degrees 27 minutes 25 seconds West, bearing based on said MONTICELLO COMMERCE CENTER SECOND ADDITION, 547.34 feet along the easterly line of said Lot 1 and its southwesterly extension to the centerline of Chelsea Road according to Document No. 379144 on file in said Wright County Recorder's Office; thence South 63 degrees 32 minutes 35 seconds East 205.00 feet along said centerline of Chelsea Road; thence North 26 degrees 27 minutes 25 seconds East 547.24 feet to the southwesterly right of way line of Interstate Highway No. 94; thence North 63 degrees 30 minutes 56 seconds West 205.00 feet along said southwesterly right of way line of Interstate Highway No. 94 to the point of beginning. :N1 That part of Lots 10, 18 and 19 AUDITORS SUBDIVISION NO. ONE, lying East of the plats of MONTICELLO COMMERCE CENTER FIRST ADDITION, MONTICELLO COMMERCE CENTER THIRD ADDITION and MONTICELLO COMMERCE CENTER FIFTH ADDITION and lying West of the plat of MONTICELLO COMMERCE CENTER SIXTH ADDITION being part of the Northwest Quarter of Section 13, Township 121, Range 25, Wright County, Minnesota which lies Southwesterly of the following described line: Commencing at the Northwest corner of said Northwest Quarter; thence on an assumed bearing of South 1 degree 14 minutes 38 seconds West along the West line of said Northwest Quarter, a distance of 708.88 feet to the point of beginning of the line to be described; thence South 63 degrees 32 minutes 35 seconds East, a distance of 4016.29 feet and there terminating. 187809v1 IRREVOCABLE LETTER OF CREDIT TO: City of Monticello Dear Sir or Madam: No. _ Date: We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable Letter of Credit in the amount of $ , available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. dated 2 of (Name of Bank) "• b) Be accompanied by an affidavit signed by the Mayor or City Administrator of the City of Monticello certifying that is in default of the Development Contract with the City of Monticello and that five (5) business days prior written notice has been given by the City to the Developer with respect to the existence of such default, and such default has not been cured. c) Be presented for payment at (Address of Bank) , on or before 4:00 p.m. on November 30, 2 This Letter of Credit shall automatically renew for successive one -year terms unless, at least forty-five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written notice to the Monticello City Administrator that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty-five (45) days prior to the next annual renewal date addressed as follows: Monticello City Administrator, 505 Walnut Street, Suite 1, Monticello, MN 55362, and is actually received by the City Administrator at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. MIA 187809v1 Its CERTIFICATE OF INSURANCE LIABILITY & WORKERS' COMPENSATION This certificate is issued as a matter of information only and confers no rights upon the certificate holder. This certificate does not amend, extend or alter the coverage afforded by the policies listed below. PROJECT: CERTIFICATE HOLDER & ADDITIONAL INSURED: City of Monticello ADDRESS: ARCH /ENGR: INSURED: ADDRESS: AGENT: ADDRESS: WORKERS' COMPENSATION COVERAGE POLICY # EFFECTIVE DATE / / EXPIRATION DATE INSURANCE COMPANY: COVERAGE- Workers' Compensation, Statutory. Employers' Liability Limit $ Each Accident $ Disease Policy Limit $ Disease Employee Limit ($500,000 Policy limit applies to both accident and disease) GENERAL LIABILITY POLICY # EFFECTIVE DATE / / EXPIRATION DATE INSURANCE COMPANY: ( )Claims Made ( )Occurrence ( )Owner's & Contractors Protective O Other LIMITS: General Aggregate Limit (Other Than Products - Completed Operations) $ Products - Completed Operations Aggregate Limit $ Personal & Advertising Injury Limit $ Each Occurrence $ 187809v1 COVERAGE PROVIDED Operations of Contractor: Yes No Operations of Sub - Contractor (Contingent): Yes No Does Personal Injury Include Yes No Claims Related to Employment: Yes No Completed Operations/Products: Yes No Contractual Liability (Broad Form): Yes No EXCEPTIONS: Government Immunity is Waived Yes No, Property Damage Liability Includes Damage Due to Blasting Yes No Damage Due to Collapse Yes No Damage To Underground Facilities Yes No Broad Form Property Damage Yes No. AUTOMOBILE LIABILITY POLICY # EFFECTIVE DATE: / / EXPIRATION DATE: INSURANCE COMPANY: ( )Any Auto ( )All Owned Autos ( )Hired Autos ( )Non -Owned Autos LIMITS: ( )Scheduled Autos Bodily Injury $ Each Person / $ Each Occurrence OR Combined Single Limit $ Property Damage $ Each Occurrence UMBRELLA EXCESS LIABILITY POLICY # EFFECTIVE DATE: / / EXPIRATION DATE: INSURANCE COMPANY LIMITS: Single Limit Bodily Injury and Property Damage $ Each Occurrence $ Aggregate COVERAGE PROVIDED: Applies in excess of the coverages listed above for Employers' Liability, General Liability, and Automobile Liability: Yes No Are any deductibles applicable to bodily injury or property damage on any of the above coverages? Yes No If So, List Amount $ AGENT CARRIES ERRORS AND OMISSIONS INSURANCE: Yes No Should any of the above described policies be cancelled before the expiration date thereof, the issuing company will mail 30 days notice to the parties to whom this certificate is issued. Dated at: MN License # Authorized Insurance Representative 187809v1 9H i-A Ramerth, Tim /WSN Request Created by: City of Monticello June 9, 2016 City of Monticello Attn: Angela Schumann Community Development Director 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Mills Fleet Farm PUD Application Dear Ms. Schumann, Widseth Smith Nolting & Associates, on behalf of Mills Properties, LLC, will act as an authorized agent. Specifically, Tim Ramerth with be the representative to sign the permit application and receive correspondence for the PUD project in conjunction with myself for Mills Properties, LLC. We understand that WSN is an agent acting on behalf of Mills Properties, LLC, and that Mills Properties, LLC will be bound by all decisions, agreements and related conditions as agreed by such agent. Please let me know if you need any additional information. Thank you for your attention to this matter. Sincerely, Jeff Meek, CFO, Mills Properties, LLC cc: Tim Ramerth, WSN June 2, 2016 City of Monticello Attn: Angela Schumann Community Development Director 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Mills Fleet Farm PUD Application Dear Ms. Schumann, WIDSETH SMITH NOLTIN Brainerd /Baxter 7804 Industrial Park Road PO Box 2720 Baxter, MN 56425 -2720 218.829.5117 0 218.829.2517 Brainerd @wsn.us.com 0 WidsetIrSmithNolting.com On behalf of Mills Fleet Farm (MIFF), we are making application for a proposed Planned Unit Development (PUD) within the City of Monticello. The property consists of two parcels that abut Chelsea Road and are located between Fallon Avenue and County Road 18. One parcel is approximately 33.66 acres and lies south of Chelsea Road while the other parcel is directly across Chelsea Road off the northwest corner of the main property and is approximately 2.39 acres in size. In 2007, the property was rezoned and a PUD and Preliminary Plat were approved for a larger Mills Fleet Farm retail store. The plat was not recorded, the approved conditional use permit has expired and the project was not built. We provide the following information for your review: Background: In 2007, the property was rezoned from Light Industrial to Regional Business District. An application for a PUD and Preliminary Plat were approved, but the project was never built. The PUD approval included the following: Pylon sign along 1 -94 with a height of 50 feet and 400 square feet, a fuel station sign with a 14' height and 99 square feet, leniency on a reduced number of parking stalls based on the history of the many locations owned and operated by Mills Fleet Farm and adherence to the zoning requirements at the time of approval. As part of this process, an Environmental Assessment Worksheet (EAW) was completed. The project as proposed, consisted of a 273,201 square feet retail store with 8 automotive center bays, seasonal display areas, a 4,378 square foot Convenience Store (C- Store) with a total of 16 fueling points, a 5,080 square foot carwash with a total of 4 bays and potential for a future lot fronting Chelsea Road. The areas of potential concern identified in the EAW centered around stormwater management and traffic impacts on the public infrastructure. For water quality /surface water runoff, a regional ponding system was constructed as part of a larger overall development that occurred prior to 2007. The MIFF property is included in the drainage area that is served by this regional ponding system, with two of these ponding areas abutting the subject property. In the EAW, the adjacent ponds were referred to as the northwest pond and the southeast pond. The northwest pond analysis included the MIFF property that lies north of Chelsea Road and 18 acres from the property that maintained the main store, which lies south of Chelsea Road. The remainder of the MIFF property was accounted for in the analysis for the southeast pond. At that time, rainfall data from Technical Paper 40 (TP 40) was used, and it was assumed the property would be developed as office /industrial, which would consist of an impervious surface coverage of 85 percent. Compliance with this analysis would ensure the stormwater was managed in conformance with the City standards at the time. These criteria were followed with the application at that time. Engineering Architecture Surveying I Environmental WIDSETH hi-c- SMITH NOLTING For traffic, it was anticipated that 9,715 vehicles a day would be generated based on the trip generation analysis. This was based on the ITE Trip Generation Manual (7t" Edition). It was identified that no traffic improvements were needed as part of the proposed MFF development. Proposed Development /PUD MFF has been sold and is under new ownership since the first PUD process was completed in 2007. A new model is currently being developed with regard to how products will be supplied to the stores. This will have a direct impact on the square footage each store will need for inventory in the not so distant future. The Monticello location will be the first project under the new ownership, which has influenced the overall store footprint substantially from the original application. The main store footprint has been reduced to 165,296 square feet, which greatly reduces the land need requirements for the proposed store. This affords the opportunity to combine all of the proposed structures for the MFF facility on a single lot south of Chelsea Road and leave real estate available for creating additional lots on the main property and the property across Chelsea Road. This creates an opportunity for complimentary uses to develop next to the MFF store, and a PUD offers flexibility for non - residential areas. The property is currently zoned Regional Business District (B -4). The proposed use is for a 165,296 MFF store with 5 automotive center bays, a seasonal display area, a combined C -store and carwash totaling 4,905 square feet, 3 carwash bays and 16 fueling points, a kerosene fueling point, an accessory structure and an open yard area. There will be two additional lots that will be created, with the anticipation the adjacent uses will be fast food restaurant type facilities. We estimate the restaurant to be approximately 2,500 square foot in size based on the lot size available for future development. PUD considerations are as follows: Compatibility Although the facility is a large retail store, it also contains the same operations as many industrial operations. There are retail goods deliveries, a large warehouse space and operation, and employees and customers. The only real difference is that customer traffic may be greater than the surrounding uses. Truck deliveries will be made during the day and will be conducted only during hours of operation and within the enclosed merchandise yard. Approximately 10 to 15 truckloads of merchandise will be delivered on a daily basis. The hours of operation are similar to a two shift industrial operation. The store opens at 8:00 am and closes generally at 9:00 pm. The convenience store will operate from 6:00 am to 10:00 pm and is therefore open to serve employees prior to going to work or after leaving. The car wash is open 24/7 since it is fully automated and washes can be purchased from a direct point of sale at the wash. This again is intended to offer a service for those that work late or start early. Our heaviest customer traffic is early evening after normal working hours, weekends, and holidays. These are generally times when retail traffic will not interfere with industrial traffic and will perhaps assist employees in allowing them to make stops on the way to or from home rather than making special trips. The fast food restaurants are a compatible use adjacent to retail. Adequate space would be allowed on the proposed lots to account for drive up facilities queuing that WIDSETH i lh-0- SMITH NOLTING would not impact Chelsea Road. The appropriate area would be available to accommodate the required 6 foot setback for drive up windows as well. Construction Materials: The main retail building will be a steel frame structure with precast bearing walls. The precast walls will have exposed aggregate finishes to enhance the appearance. The entrances will be highlighted by a silo and an overhang with an EFIS appearing exterior finish. The walls will have some variance in height to break up the long appearance. The facility will also have an enclosed merchandise lot that will be controlled by personnel at a yard entrance gate. The loading docks for the facility will be enclosed within the merchandise lot to the rear of the building (east side) and screened from view. The parking lot is located on the north side of the facility, which offsets the building farther from Chelsea Road. Landscaping further breaks up the large parking lot area. A decorative fence has been provided along the yard fronting Chelsea Road. The fuel station and C -Store are located on the south side of Chelsea Road along with the automatic car wash. This will serve as a convenience for our customers and further breaks up the appearance from the street for the retail store. The convenience store is a precast bearing wall structure with split face block on the exterior, a standard steel canopy structure over the fuel dispensers, six large underground fuel tanks and a state of the art piping and environmental protection system. All three grades of fuel — regular unleaded, mid - grade, and premium — as well as diesel and bulk kerosene will be available at the dispensers. Connected to the C- Store, is an automatic car wash featuring 3 bays for washing cars. One bay will feature a soft brush type of wash and the other two bays will feature the touchless wash preferred by many customers. It will be fully automated and washes can be purchased from a direct point of sale at the wash, in the convenience store and at the main store. The building will be constructed from the same precast materials as the main store. They are much more durable for the harsh environment internal to a car wash facility. Again, this facility will be landscaped in the same manner as the retail store. Signage: This project is considered a multi- tenant project; therefore, the project will have signage on both sides of Chelsea Road. Both properties are located in the Freeway Bonus District. The main retail facility will have some wall signage over the auto service facility doors, at the entrances to the building, department signage, rental signage and a MFF logo on the northeast corner. A free standing sign has been proposed at the C -Store located on the south side of Chelsea Road, as an information sign to the local traffic on Chelsea Road. A pylon sign will be erected near the ROW adjacent to 1 -94, to facilitate multi- tenant signage for informing drivers to exit at the appropriate ramps. It is however, set back more than 85 feet from the property line due to a sanitary and storm drainage easement. It is placed to accommodate access to the easement and sized to be readable from the freeway at freeway speeds early enough to allow traffic to properly weave and exit the freeway at the appropriate off ramp, but is in partial conformance to Section 4.5 of the zoning ordinance. As a result, the location of the sign on the MFF property is setback 85 WIDSETH ilh-0- SMITH NOLTING feet from the neighboring properties, which have signage immediately adjacent to the 1 -94 ROW. In addition, a monument sign for the fuel station will be erected along Chelsea Road to advertise the convenience store, car wash, and fuel station pricing. The fuel station sign is located in front of the facility, visible to the public. It is in partial conformance to Section 4.5 of the zoning ordinance. The balance of the signage is all wall signage and is sized and designed to be attractive, informational, and appropriate for the size and type of building. Signs include: • Free Standing Signs • Main Pylon Sign — 50' high and 199 sf for freeway exposure • Fuel station monument Sign — 15' 3" high and 171 sf for pricing • Main Store — as shown on building elevations • Wall Entrance signs — "Mills Fleet Farm" and "Auto Service" • Wall Signs — "Auto Service ", address numerals, logo at corner of the building, "Hunting ", "Fishing ", "Pet Supplies ", "Candy & Snacks ", "Apparel ", "Entrance ", and "Exit" • Fuel Station & Convenience Store — as shown on building elevations ■ Canopy — "Gas Mart ", logos at the corners, "Kerosene" • Car Wash — as shown on building elevations ■ Wall Signs — "Touchless ", "Softgloss ", "Car Wash ", "Exit ", bay numerals, and logos. Menu boards — to advise customers of the washes available. Traffic /Parking Facilities: The actual sizes of the proposed uses on the subject property have decreased from the EAW that was prepared for this location. Since that time, the ITE Trip Generation Manual has been updated to the 9th Edition. Based on the new manual, there has been a slight increase in the trip generation, which will be offset by the decrease in the size of the proposed structures. It is estimated that 10,650 vehicles a day will be generated from the proposed development. This is a slight increase over the EAW estimate of 9,715 vehicles per day. The EAW did not take into account that the potential for a developable lot existed with that development scenario. Taking this into consideration would put the estimated vehicles per day to be equal to or less than the number identified in the EAW. Trips to the MFF site will include customers, employees, deliveries, and service personnel. Traffic will vary in amount throughout the day with the peaks in the early evening and on weekends. To accommodate peak traffic, Chelsea Road in front of the proposed MFF property has already been upgraded to a 3 lane roadway system with dedicated right turn lanes at appropriate entrances. This takes turning movements in to separate lanes to accommodate free flow of the through traffic to be maintained. As outlined earlier, no deliveries will be accepted unless the store is open. Any deliveries arriving prior to opening will simply have to wait in the drive lane leading to the yard entrance until the store opens. Based on the ordinance, the required number of parking stalls for the proposed development is 700. Based on our experience, the appropriate number of parking WIDSETH ilh-0- SMITH NOLTING stalls for our facilities equates to approximately 1 stall per 300 square feet of building area. We have provided a total of 573 stalls, which equates to approximately 1 stall per 288 square feet. We have provided a summary of our most recent store locations to illustrate the parking needs based on those facilities. It is not uncommon to request a variance from the parking requirements based on this history. Site Lighting: The parking lots and buildings will be lighted as all buildings are — to assist and protect customers and employees coming and going from the store after dark, to assist employees and customers in the safe operations during the stocking and sales of merchandise, and for security of all people and property during hours the facility is not open. The photometric layout provided illustrates that no light spills onto the adjoining properties but will adequately light the site for the defined reasons outlined above. Security lighting will be present during hours the facility is not open to accommodate the use of equipment installed as part of the protection system for the property and people. Landscaping: The MFF property is zoned B -4 and is abutted by Industrial zoning on the north, east and west property lines and R -1 on the southerly property line. The ordinance requires a buffer Type C on the east, west and south property lines. Buffer Type C has been indicated on the easterly property line. The existing trees on the easterly property line were planted as part of a proposed development that was completed prior to the landscape ordinance change. For the purposes of this submittal, we are including the existing trees in the buffer calculations and have identified planting additional vegetation to comply with the Type C buffer. Along the west and south property lines, we have identified a Type A buffer, which is in partial conformance with the ordinance. Regional ponds are present along the west and south property lines. The landscaping plan illustrates that even a Type A buffer will severely limit access to these regional systems for future maintenance. The landscaping plan further illustrates that the Type A buffer requirements infringe on a drainage swale in the southeast corner of the yard. We are requesting the City of Monticello consider modification to the landscape ordinance requirements on the west and south property line for purposes of providing reasonable access to the regional ponding system for future maintenance purposes. We understand the need for screening from adjacent land use. The fact that we are in an industrial area is not a large concern for us, as many of our customers have an industrial or farm related background of some sort. The buffering requirements in this case, with exception to the south property line, are more intended for screening the MFF property from the adjacent uses. The south property line is different, in the fact that we understand a sports center is being planned by the school district immediately adjacent to our south property line; therefore, screening is intended for softening the view adjacent to the sports center. The landscape ordinance in Monticello is extremely stringent when compared to all the other communities we have developed in. We anticipate the landscaping component, at a minimum, to be twice that of any other store we have built. We are WIDSETH SMITH NOLTING requesting leniency on the west and south property lines from the landscape ordinance to facilitate the need for future maintenance on the regional ponding system. Drainage: The MFF property is located in an area that has been previously developed and a regional stormwater ponding system has been created to treat runoff from the proposed developments. Under the time of development, the rainfall data that was utilized for design was based on the U.S. Weather Bureau Technical Paper 40 (TP 40). Since that time, the National Oceanic and Atmospheric Administration (NOAA) has published new rainfall data summaries that reflects a longer data history and is more reflective of current weather patterns. NOAA rainfall data will be utilized in the stormwater management analysis. The EAW states that two ponds are adjacent to the MFF property, the northwest and southeast ponds. 18 acres of the MFF property can be drained to the northwest pond to be compliant with the stormwater management standards. The remainder of the property can be drained to the southeast pond. It just so happens that the MFF property in total is approximately 36 acres; therefore drainage can be split in half to each pond from the subject property. We have received some stormwater information that reflects the two ponds were designed originally using National and Urban Runoff Program (NURP) standards and TP 40 rainfall events for the MFF property assuming an impervious coverage of 85 percent. The dead pool volumes (water volume below the pond outlet) were based on the 2.5 inch rainfall event and the live storage (water storage volume above the pond outlet) needed for peak runoff control was based on the 100 -year 24 -hour rainfall event. Current water quality standards require infiltration of 1 inch of runoff over the new impervious surfaces, which is based on the National Pollutant Discharge Elimination System (NPDES) standards. Any areas receiving runoff from fueling areas cannot be directed to the infiltration areas. The City of Monticello has a requirement that the infiltration basins shall be sized for 1.1 inches of runoff from the new impervious surfaces. The proposed MFF development has been planned with 3 separate infiltration basins, with the outflows being the adjacent northwest and southeast ponding areas. The infiltration areas will maintain the runoff in exceedance of the 2.5 inch rainfall event and will only discharge to the regional ponds in the larger storm events. We have provided a summary that illustrates compliance with the comparison of the TP 40 volumes in relation to the new NOAA volumes we would contribute to the regional ponding system for the 2.5 inch rainfall event and the 100 - year 24 -hour storm event. The applicant respectfully requests approval of all aspects of the project as presented. Please let us know if you have any questions or need additional information. You may contact me at (218) 316 -3653 or by email, tim.ramerth(a wsn.us.com or Mike Angland at (218) 316 -3608 or by email, mike.anglandCa-)wsn.us.com. We look forward to providing additional information at the planning commission meeting. WIDSETH SMITH NOLTING Sincerely, WIDSETH, SMITH & NOLTING ASSOCIATES, INC. Timothy T. Ramerth, P.E. Project Manager cc. Hugh Leasum, Mills Properties, LLC Jeff Meek, Mills Properties, LLC Attch. Preliminary Plat for Mills Fleet Farm Addition to Monticello Final Plat for Mills Fleet Farm Addition to Monticello Monticello MFF Drawings Parking Analysis Summary Stormwater Management Summary LED Strip Lighting Specifications Landscape Planting Detail Sheets Updated Title Commitment Photos of Exterior Elevations and Signage Images Site Lighting Specifications PRELIMINARY PLAT OF MILLS FLEET FARM ADDITION TO MONTICELLO 0 NORTHWEST CORNER OF THE zz NORTHWEST QUARTER OF SECTION 13, TOWNSHIP 121, RANGE 25 \ WEST LINE OF THE NORTHWEST QUARTER OF 00 SECTION 13, TOWNSHIP 121, RANGE 25 0 o r -- o < N J ! / T_ a ^ MOST EASTERLY CORNER LOT 1, BLOCK 1, MONTICELLO r COMMERCE CENTER SECOND - \\\ \ \ \\ \ / ADDITION SOUTHWESTERLY RIGHT OF WAY - \ LINE OF INTERSTATE NO. 94 M AND B OF MONTICELLO LLC 301 CHELSEA RD MONTICELLO, MN 55362 ACCESS CONTROL ACCORDING TO •c3 `L� V A \\ \ VO _v wv 4 w v DOCUMENT NO. 287159 ,.' / \\ DENOTES WELL 85.00 FOOT SANITARY \ � SEWER EASEMENT ACCORDING = DENOTES LIGHT POLE TO DOCUMENT NO. 1056695 \ \ \J = DENOTES ELECTRIC METER DENOTES ELECTRIC TRANSFORMER ❑ = DENOTES TELEPHONE PEDESTAL WHL ENTERPRIZES \ \ \ \ \ \ - { ( 307 CHELSEA RD, /'M� /'�' % / \ / \ > - DENOTES SANITARY SEWER MONTICELLO, % ^, DENOTES STORM SEWER MN 55362 UGT = DENOTES UNDERGROUND TELEPHONE \23 _ \ / - c / - { / I ♦ , \ UGE = DENOTES UNDERGROUND ELECTRIC S'F / °�• ( 9s3 DRAINAGE AND UTILITY \ / EASEMENT OHE - DENOTES OVERHEAD ELECTRIC F- 313 CHELSEA RD �''� 953 I = DENOTES WATER LINE LOT 1 hIv \ 954 _ i I I \ = DENOTES APPROXIMATE WETLAND AREA 103,994 SQ. FT. _ _ — / \ / �j l /j ! O I 2.39 ACRES ° \ — \ O O O = DENOTES ACCESS CONTROL / 957 Z DENOTES CONCRETE SURFACE Ld / �' / co / \ S\ y,G `- / f i \ \ w z / _`�' 91511 MONTICELLO INDUSTRIAL PARK INC GE W Z MONTICELLO, MN 55362 LL1 w = DENOTES BITUMINOUS SURFACE _j DA959 vv/ ! S 44 S63.., �� i \ Q c.) v v ` / / / / / %, �/ 40.00 o j / / - DENOTES GRAVEL SURFACE w �"\ �. 2432 �.. \� :. / ' 1 I ` - ._.._: F.� 1 _ F� : � 1• -} 1- T T L -j 1 rl - ♦ ` \\ s 1 ♦ / 1 r L L- - - 1 r L__ ." / 1. L� i r i .. r - � L_. . ._ 1 1 • L__ ._ ,�'. � \\ �/ ��\ / / % 1 '�! \ -/ ;�1 1 1 ! 1 ti` I rl 1 ''♦ ''♦ , ��` '� � I / // \�=♦\\ �' - i N6 90 C I 40.00 / ) \ \� 3s•. , CENTERLINE OF AN 80.00 FOOT ROAD / /// ) "l 1 \' ° K' AND UTILITY EASEMENT ACCORDING TO I \ it �( DOCUMENT N0. 379144 I \ MONTICELLO INDUSTRIAL PARK INC \ \ 1 J RIVERWOOD BANK ,,�' / / / / /// �!`�' II II X111 957 - i �\ ► , y °> \ ` - \ �9so / \ MONTICELLO, MN 55362 9766 FALLON AVE. NE. #10 MONTICELLO, MN 55362 / �IIIJIII'�I II ' " 9S \ ` - 111111 l I 1 1 III III . s GRAVEL \ SSD \ 4 \ - \ \ ! / / / //% �\�� \ \ \x, \\ �j1111tlllllllilll I I �/ ry APPROACH �rf \ \` \r s" \ �, �,s \� F \ O 1, ..111 �, - \ 77 S A -26 °13'49" % / / \ 9`>8 / I \\ 6 \ ( \ / / • •�\\\ \\ \ \ - - / / / \.. \ 9J RR =48.00 I / / I r \ \ \ \ \ ` J \ \\ \\ 11 \ \\ c ; 9� / \ I \ \ \ - -' _ - —� • ' • •\ � L =21.97 i / °� � � Q ~ \ \ \ \ �- _ .� / //f ' .� \ \ 1 ` \ �\ S \ \ / / / //w 1',1\111\)) , /_ Ill I EAST LINE OF MONTICELLO — - 11 G {IIIIIII1111I11y f \ -7/ / \� \ ^ti ! ; ro S 6`33 3s.. \ T _ !! // I 1 1 Soo°48'10' w / a 2 F \ \ /! //I l /l� 1111 n/j/ / 11 1 / l l J% 1111 111 / ! COMMERCE CENTER FIFTH ADDITION 1 IIIijII +Ilyii` I - _ - -_ -- 25.87 41�TRAIL EASEMENT ACCORDING TO y / � ,832 \ \ \_ `�'� / // /1rf ( —t /�/ / / //- I <<- -- - - - - -- ►II� DOCUMENT NO ' 1 � t : , i ONTICELLO INDUSTRIAL PARK INC / 1 If Illll Il II 1 `\ \ \\ LOT 2 \ /, /.� N27 °07'24 °E♦ g� \\\\ \ / / MONTICELLO, MN 55362 I�f 1f �111111�11��11 1 \ /i // 30.34 \ 119,337 SQ. -FT, M / / � 1 1 � — i � \` \\ 2.74 ACRES ` \ // /j N72 °08'10 "E 9SS I ` = J //� / // /� 11 I il�lll II'll ` 54.05 \a��� / / /� // \ I 1I 1 1 i I 310 CHELSEA RD \ w �/i // - /``�'' INTEGRAfD RECYCLING \TECH CORF�I Hlii l 44/ { DRAINAGE AND UTILITY --"� \� 999 90TH ST. \ I I 11111ll EASEMENT I l 'x'62° 32• ss6 9s�\ \ \ 4439 MONTICELLO, MN \ 55362 I 1111 ! \ r s �I!j! 1 -I— 1 •I�III \ ` \ \` \/ ;, / OUTLOTA \e. 1 0/ • � I =�\ `� /\ / `� / / 101,891 SQ. FT. per/ cV DRAINAGE AND PONDING EASEMENT 2.34 ACRES I `� /' ACCORDING TO DOCUMENT NO. 1040025 �/ / 360 CHELSEA RD / N -y 1{1180 -1 I AMENDED BY AMENDED DRAINAGE 1L{ l {l I I AND PONDING EASEMENT ACCORDING X04 /,.24•�s N89.12'00 "W / 1 INTEGRATED RECYCLING ECH CORP -'° I cO 11{ 111,1I1y111 ]/ TO DOCUMENT N0. 1048275 f �o, [ __�/ 46.62 _ J ' s6cs - - -- - - - -- -- 388.97---- - - - - -- / 9696 FALCON AVE. I ly __ II' II \/ / h r / �_J I MONTICELLO, MN 55362 ( r 1 1 °' {l' Ill 1111111 / �G� - - - -- - - -- I� -- I -- - - - -- \ t1111 11111 II / \ 8L i - - -- f-- - - -�-- N89 °12'oo "w - - - - -� I / �` tiY° = u i I� �Il �l to / / - -° L1 `' DRAINAGE AND UTILITY I I 1 I \ T 1 10 'EASEMENT - -- � 111 11y1 l - - --- � \ - - -- � ;,�IIIII� l��llllliljjll / 1 � �%j /! • 1111 III hl I I � I � `/ / - M � I ; / !/ _ II - -- - - \ I I I �_. ! I bill yII�I111f II11 \ w � i // �, ' " -•' -: 1 I 11 1I I p 00 e \ 1 KANT -SING PARTNERSHIP LLP s I 1 I II II / WEST LINE OF MONTICELLO o 9668 FALLON AVE. - -- 1 \ 1 1 / 11111+ II (� s COMMERCE CENTER �\ • MONTICELLO, MN 55362 - \ _ I II I 111 % i I�I 1 SIXTH ADDITION \ \ - I I o 1 {11 Ij1 11 ss9 37'o6 "E / I $ - =- <;�f U, II {i1111 / 23.99 / 1 •� - '',( UTILITY EASEMENT N00.37'02 "E I I I @ e r \ \`= I I I I( 22.51 / v I ----- 160.04 -- J L'' 196.48- - --I i r -- I �_'� ^ L 1 1 L� -�----- - - - - -- 1 • --- T \ � - -� - - _ I / - r------- - -�� -- L- N89 °11'40 "W 356.52 `n ; n - ---- - - - - -- I r- - - - - -� - - - - -- - - -- - - -, ° I I I R N r, r I 0♦ i ^,� + _ ' II N89'13'39 "W 212.88 �0 1 '� (� - 190 i i ' Lq k S89 °1 1'52 "W i I PROPOSED i - 53.67 I I 1 I MILLS FLEET FARM 1 III I 320 CHELSEA RD \ I \ 1 ° I z II EAST LINE OF I 1 -{ -1 Cr,- 95� \ \ I I 'n N - MONTICELLO COMMERCE I 1 1/ LOT \ I I L L- CENTER THIRD ADDITION co I I I I I 1 ,244,888SQ. F T. N81E 28.58A RES V \ \ \ I I ✓ I I w I I I 9S� \ \ \ \ I I I I 1 L - (;' I o i f \ \ \ \ \ \ \ i I o I - - -- z 1 \ 00 \ \ ST Irn \ o I IN WURM PARTNERSHIP LLP \ ° j ,\ O I i \ \ \ \ --� 10 / \ �I I I \ I z i I I I I I 10 UMC REAL ESTATE LLC 9600 FALCON AVE. NE. 500 CHELSEA RD MONTICELLO, MN 55362 MONTICELLO, MN 55362 - - N89 °10'32 "W 804.84 I ' r v. ;v� III ✓ I I 1 - - - - -- -------- - - - - -� -- -------- ------------- - - - - -� ------------ 1 1 I L - -� ------ 269.48 - - - - -- - - 161.E -- � -- 374.02--- - - - - -- � - -� � - \\ S& L _J,,\ 1 I I / S00.49'28 "W - - - - ' >� ,� 1 �, f \L / \ rn \ lot, 1 \ 46.81 \ DRAINAGE AND `� \ J, I I \ \ \ ° UTILITY EASEMENT EAST LINE OF MONTICELLO COMMERCE - j } CENTER FIRST ADDITION \ \ I -� 1 \ \ \ { N70 °34'56 "E 78.94 959 - \ / - Y° -S88 °48'39 "W 0' 175.36 _- <` ° STORM WATER, DRAINAGE AND °�61$ = = - \ SOUTH LINE OF LOT 9/// \ PONDING EASEMENT ACCORDING 56\115�� o -•_ - -- _ - - - _ - TO DOCUMENT NO. 582955 _ - - MAINLINE DISTRIBUTE PROP \ 11111 N / \ I AUDITOR'S SUBDIVISION N0. ONE / / - - - _ - _ z- '— 9530 FALCON AVE. NE. \ 1 { \ \ I , /// - - ' T' 350.17 -- - ` 00 Z:7. •� : \ MONTICELLO, MN 55362 -4, Iillll +t - -- e _ _ ___ �_ - -- = _ — i �9� �i� - \ \ \\ I f RETENTION �\� \\ - -- - - 1348 - -- - ` � � \ 1 I '�= _ = - � - - - _ - _ -= _ ° - -_ - - - -_ - - - � i � �� %i = � �• - -- 224.98 --.--- - -; 1I� 111 111 - =--- �:_- =_ -_ POND / d •i 7Ir- • +r• • • j„, s N 89'54' 31 "W.. 1038.46E c % yYO �� . «� ( \ 9 -_ \\ __�, /,r ! -� 11 I \ _ - - - -- __ 1 11 III `� - \ ® a \ \ \\ �' // ! ) I+�I I 1 111 �� SOUTH LINE OF LOT 18, -- .' �, \� \ \ \.^ _ i %�� AUDITOR'S SUBDIVISION N0. ONE rY F.�1 _♦ 1 ' i; -' \; I L-- -/ / I 1 \ /��/ ` 959 L.. Lam/ ,'� cb INDEPENDENT SCHOOL DISTRICT 882 INDEPENDENT SCHOOL DISTRICT 882 9515 1 \ 9350 FALCON AVE. I 5225 SCHOOL BLVD MONTICELLO, MN 55362 \ \ MONTICELLO, MN 55362 I \960 \ 958_ I 1 ` - ) �\ ( —\ �1� -� 11 I' /� , / ► 0W, 1 1'l►► 1 II (_,- y .;\ I111 11 11 I I \\ 1 I I I l I I l I - -I'IV / // -j / \ 1 1 1 1 1 111101 11111111 1 \ ► I I _� I I I � / � / \ I,I►,i I►I ,II 11:1 1.11111 0 100 200 1 INCH = 100 FEET BEARING ORIENTATION: THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 13, TOWNSHIP 121, RANGE 25, WRIGHT COUNTY, MINNESOTA IS ASSUMED TO BEAR S01 °14'38 "W. ELEVATIONS ARE BASED ON NAVD 88 DATUM • = DENOTES FOUND IRON MONUMENT O = DENOTES 1/2 INCH DIAMETER BY 18 INCH LONG IRON PIPE MONUMENT SET AND MARKED RLS # 41643 = DENOTES MAILBOX >— = DENOTES GUY WIRE = DENOTES SIGN ® = DENOTES SANITARY CLEANOUT SO = DENOTES SANITARY MANHOLE = DENOTES STORM MANHOLE qqO yv° Y = DENOTES HYDRANT W DENOTES WATER VALVE VICINITY MAP (NOT TO SCALE) TF cyF <SF ��,Y Np 94 PROPERTY Z <;�� NAME: S)7-S--TFAAMA TO OI DESCRIPTION: PART OF LOTS 10, 18 AND 19, AUDITOR'S SUBDIVISION NO. ONE, SECTION 13, TWP 121, RGE 25, WRIGHT COUNTY, MINNESOTA FEE OWNER: MILLS PROPERTIES, LLC APPLICANT: MILLS PROPERTIES, LLC 512 LAUREL STREET P.O. BOX 5055 BRAINERD, MN. SURVEYOR: WIDSETH SMITH NOLTING 7804 INDUSTRIAL PARK RD BAXTER, MN. LOT 1, BLOCK 1 LOT 2, BLOCK 1 LOT 1, BLOCK 2 OUTLOT A TOTAL AREA 1,244,888 SQ.FT 119,337 SQ.FT. 103,994 SQ.FT. 101,891 SQ.FT. TRAIL, DRAINAGE AND UTILITY EASEMENT 196,231 SQ.FT. 11,091 SQ.FT. 24,808 SQ.FT. 17,000 SQ.FT. NOTE: SEE ENGINEERING AND ARCHITECTURE DRAWINGS FOR ADDITIONAL EXISTING AND PROPOSED UTILITY, SOIL, LANDSCAPE, TREE INVENTORY AND GRADING INFORMATION. ZONING: B -4 REGIONAL BUSINESS DISTRICT I ©2016 WIDSETH SMITH NOLTING AREA: 37.27 ACRES DATE: JUNE 6, 2016 REVISED: JULY 19, 2016 VICINITY MAP (NOT TO SCALE) r, V -' /NTFRSTgP F � cyF�SFq Y No 9 4 i RO'l SUBJECT PROPERTY r, O0 z / / / / / / OFFICIAL PLAT MILLS FLEET FARM ADDITION TO MONTICELLO 85.00 FOOT SANITARY SEWER EASEMENT ACCORDING / TO DOCUMENT N0. 1056695 ACCESS CONTROL / ACCORDING TO DOCUMENT NO. 287159 s� SOUTHWESTERLY RIGHT OF `�- WAY LINE OF INTERSTATE N0. 94 \�.� i te(9, MOST EASTERLY CORNER LOT 1, BLOCK 1, MONTICELLO COMMERCE CENTER SECOND ADDITION � 2g4 ti 2�2s.F ' 34 / / 96 O�S9� ,<v o R= L= \ �o ------------------- / \ / N / ----- -------------------- \ \ / NORTHWEST CORNER OF THE NORTHWEST QUARTER OF / SECTION 13, TOWNSHIP 121, RANGE 25 / WEST LINE OF THE NORTHWEST QUARTER OF`� SECTION 13, TOWNSHIP 121, RANGE 25 coo i �( S01 °14'38 "W 708.88 © 2016 WIDSETH SMITH NOLTING 0 100 200 1 INCH = 100 FEET BEARING ORIENTATION: THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 13, TOWNSHIP 121, RANGE 25, WRIGHT COUNTY, MINNESOTA IS ASSUMED TO BEAR S01 °14'38 "W. 0 = DENOTES FOUND IRON MONUMENT O = DENOTES 1/2 INCH DIAMETER BY 18 INCH LONG IRON PIPE MONUMENT SET AND MARKED RLS # 41643 O O — = DENOTES ACCESS CONTROL zl- A\1 WEST LINE OF MONTICELLO COMMERCE CENTER SIXTH ADDITION EAST LINE OF MONTICELLO COMMERCE CENTER FIFTH ADDITION L i 1 Wlwu -mi W _i ' \ _ L. �_J c' r I\ J c- -80 -y EAST LINE OF MONTICELLO COMMERCE < �_ CENTER THIRD ADDITION n n O z 00 Z O_ O� J — L� m O m wU) zV) J � = O D 0 0 �J 12 `J \ EAST LINE OF - MONTICELLO COMMERCE CENTER FIRST ADDITION ;v 2OF2 I I L i 1 Wlwu -mi W _i ' \ _ L. �_J c' r I\ J c- -80 -y EAST LINE OF MONTICELLO COMMERCE < �_ CENTER THIRD ADDITION n n O z 00 Z O_ O� J — L� m O m wU) zV) J � = O D 0 0 �J 12 `J \ EAST LINE OF - MONTICELLO COMMERCE CENTER FIRST ADDITION ;v 2OF2 OFFICIAL PLAT MILLS FLEET FARM ADDITION TO MONTICELLO KNOW ALL PERSONS BY THESE PRESENTS: That MILLS PROPERTIES LLC., a Delaware limited liability company, fee owner of the following described property situated in the County of Wright, State of Minnesota, to -wit: That part of Lot 10, AUDITOR'S SUBDIVISION NO. ONE, according to the recorded plat thereof, on file in the Wright County Minnesota Recorder's Office, being part of the Northwest Quarter of the Northwest Quarter (NW1 /4- NW1 /4), Section 13, Township 121, Range 25, said Wright County, described as follows: Beginning at the most easterly corner of Lot 1, Block 1, MONTICELLO COMMERCE CENTER SECOND ADDITION, according to the recorded plat thereof, on file in said Wright County Recorder's Office; thence South 26 degrees 27 minutes 25 seconds West, bearing based on said MONTICELLO COMMERCE CENTER SECOND ADDITION, 547.34 feet along the easterly line of said Lot 1 and its southwesterly extension to the centerline of Chelsea Road according to Document No. 379144 on file in said Wright County Recorder's Office; thence South 63 degrees 32 minutes 35 seconds East 205.00 feet along said centerline of Chelsea Road; thence North 26 degrees 27 minutes 25 seconds East 547.24 feet to the southwesterly right of way line of Interstate Highway No. 94; thence North 63 degrees 30 minutes 56 seconds West 205.00 feet along said southwesterly right of way line of Interstate Highway No. 94 to the point of beginning. AND That part of Lots 10, 18 and 19 AUDITORS SUBDIVISION NO. ONE, lying East of the plats of MONTICELLO COMMERCE CENTER FIRST ADDITION, MONTICELLO COMMERCE CENTER THIRD ADDITION and MONTICELLO COMMERCE CENTER FIFTH ADDITION and lying West of the plat of MONTICELLO COMMERCE CENTER SIXTH ADDITION being part of the Northwest Quarter of Section 13, Township 121, Range 25, Wright County, Minnesota which lies Southwesterly of the following described line: Commencing at the Northwest corner of said Northwest Quarter; thence on an assumed bearing of South 1 degree 14 minutes 38 seconds West along the West line of said Northwest Quarter, a distance of 708.88 feet to the point of beginning of the line to be described; thence South 63 degrees 32 minutes 35 seconds East, a distance of 4016.29 feet and there terminating. Has caused the same to be surveyed and platted as MILLS FLEET FARM ADDITION TO MONTICELLO and does hereby dedicate to the public for public use the public way and the drainage and utility easements as created by this plat. IN WITNESS WHEREOF, said MILLS PROPERTIES, LLC., a Delaware limited liability company has caused these presents to be signed by its proper officer this day of 20 Signed: MILLS PROPERTIES, LLC Hugh P. Leasum Executive Vice President /Chief Operating Officer STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me this day of Delaware limited liability company, on behalf of the company. Printed Name Notary Public, My Commission Expires: County, Minnesota 20 by Hugh P. Leasum, Executive Vice President /Chief Operating Officer of MILLS PROPERTIES, LLC, a Signature I, Chad M. Conner, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of Chad M. Conner, Licensed Land Surveyor Minnesota License Number 41643 STATE OF MINNESOTA COUNTY OF CROW WING 20 The foregoing Surveyor's Certificate was acknowledged before me this day of Printed Name Notary Public, Crow Wing County, Minnesota My Commission Expires: 01 -31 -2020 Signature © 2016 WIDSETH SMITH NOLTING 20 , by Chad M. Conner, Land Surveyor, Minnesota License Number 41643. CITY PLANNING COMMISSION, MONTICELLO, MINNESOTA Be it known that at a meeting held on this day of of MILLS FLEET FARM ADDITION TO MONTICELLO. Planning Commission, City of Monticello, Minnesota Chairperson CITY COUNCIL, MONTICELLO, MINNESOTA 20 , the Planning Commission of the City of Monticello, Minnesota, did hereby review and approve this plat is Secretary This plat of MILLS FLEET FARM ADDITION TO MONTICELLO was approved and accepted by the City Council of the City of Monticello, at a regular meeting thereof held this day of 20 , and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03 Subd. 2. City Council, City of Monticello, Minnesota LIM Mayor WRIGHT COUNTY SURVEYOR LIZA Clerk I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this 20 Wright County Surveyor WRIGHT COUNTY AUDITOR day of Pursuant to Minnesota Statutes Section 272.12, there are no delinquent taxes on the land hereinbefore described on this plat and transfer entered this 20 Wright County Auditor WRIGHT COUNTY TREASURER Pursuant to Minnesota Statutes Section 505.021, Subd. 9, taxes payable for the year 20 20 Wright County Treasurer WRIGHT COUNTY RECORDER Deputy on the land hereinbefore described have been paid this 1 hereby certify that this instrument was filed in the office of the County Recorder for record on this M. and was duly recorded in Cabinet No. , Sleeve as Document No. Wright County Recorder LIZA Deputy day of 20 , at day of day of o'clock 1 OF 2 JL Z� N 0 O J O� w Z H _ U) Div mn U T N 0 Q N Lu PROJECT DIRECTORY: m PROJECT ADDRESS MILLS FLEET FARM RETAIL STORE CHELSEA ROAD MONTICELLO, MN 55632 MILLS FLEET FARM CAR WASH CHELSEA ROAD MONTICELLO, MN 55362 ENGINEER - ARCHITECT WIDSETH SMITH NOLTING 7804 INDUSTRIAL PARK ROAD P.O. BOX 2720 BAXTER, MINNESOTA 56425 PHONE: (218) 829 -5117 FAX: (218) 829 -2517 ELECTRICAL ENGINEER WIDSETH SMITH NOLTING 7804 INDUSTRIAL PARK ROAD P.O. BOX 2720 BAXTER, MINNESOTA 56425 PHONE: (218) 829 -5117 FAX: (218) 829 -2517 H.V.A.C. & PLUMBING ENGINEER WIDSETH SMITH NOLTING 7804 INDUSTRIAL PARK ROAD P.O. BOX 2720 BAXTER, MINNESOTA 56425 PHONE: (218) 829 -5117 FAX: (218) 829 -2517 ELECTRICAL POWER EXCEL ENERGY PHONE: (608) 223 -2014 NATURAL GAS CENTER POINT ENERGY PHONE: (320) 963 -8511 WATER, SANITARY & STORM SEWER CITY OF MONTICELLO PHONE: (612) 219 -5818 TELEPHONE SERVICE AT &T TRANSMISSION PHONE: (903) 753 -3145 TDS TELECOM PHONE: (763) 295 -2301 CHARTER COMMUNICATIONS PHONE: (763) 398 -0980 MONTICELLO, MINNESOTA SCHEDULE OF DRAWINGS: GENERAL G1.2 TITLE SHEET SITE WORK C1.0 LEGEND C2.0 EXISTING CONDITIONS C2.1 REMOVALS C3.0 -3.3 SITE PLANS C4.0 -4.3 GRADING PLANS C5.0 EROSION CONTROL PLAN C5.0 OVERALL UTILITY PLANS C6.0 -6.12 UTILITY PLANS C7.0 PAVING PLAN C8.0 SIGNING AND STRIPING PLAN C9.0 CHELSEA ROAD TURN LANE C10.0 -10.1 CONSTRUCTION DETAILS 1-1.0 -1.4 LANDSCAPE PLANS ARCHITECTURAL RETAIL STORE A1.1 FIRST FLOOR PLAN A6.1 EXTERIOR ELEVATIONS ACCESSORY BUILDING A13.1 PERIMETER RACKING ELEVATIONS & SECTIONS A13.2 ACCESSORY BUILDING STORAGE YARD ENTRANCE A20.1 GATE HUT PLAN, SECTIONS & ELEVATION CAR WASH ELECTRICAL E1.1 SITE LIGHTING PLAN RENDERED E1.2 BUILDING & YARD E1.3 PARKING LOT E1.4 CAR WASH E1.5 SCHEDULES z} o 2 w w LL UZzoO d � Q U,O75;Q zLu< LU Q }QF O F w w I¢Q° =wz�Q }Of °Fo wQ,= w wUz wF a <- Uof DQ� waFa0 cr ir ww� 2 'r � U H -OO -1 tn m co o z17-- oa �2ct �C) 0 w ry w Q 0 it U_ J 0 0 z Q c� z J w U 2i A30.1 O O O CANOPY FLOOR & ROOF PLAN 0 m o A31.1 ti o O O z z m O Y W z a Q U O A30.1 FLOOR & ROOF PLAN } A30.2 CANOPY FLOOR & ROOF PLAN m o A31.1 m EXTERIOR ELEVATIONS W ui � U z z A31.2 EXTERIOR ELEVATIONS W J Q = m D cn D U ° SIGN DETAILS A50.1 SIGNAGE Lu U O _I W H LU W z Z_ W 2i co LL H LL J LU LLJ J 0 J W H L U H J co �- J Z -i -i 0 w SHEET NO. G1.2 C:\Temp\MFFMONTICELLO-CENTRAL_chris.satterlund.rvt 5/27/2016 1:45:10 PM © 2016 WIDSETH SMITH NOLTING SHEET OF SURVEY MONUMENTS EXISTING UTILITY MUNICIPAL SYMBOLS (cont. $ BENCH MARK (�t STORM MANHOLE O GUARD POST s �O° GUY ANCHOR O• FOUND CIM CO-) WATER CURB STOP A FOUND CPNT. w 0" WATER HANDHOLE Q SIGN DOUBLE POST G Da SIGN SINGLE POST O FOUND JLM o WATER HYDRANT TREE STUMP OSD TV DISH �P WETLAND SYMBOL OTV TV HANDHOLE x FOUND LATH @) WATER MANHOLE • FOUND PIPE n WATER METER o��G m ----------- - - - - -- EASEMENT LINE w o 0 0 �P U) U BALE CHECK x FOUND READING w WATER VALVE O STAKED CIM ® WATER WELL w STAKED CPNT. UTILITY UTILITY SIZE & TYPE 1 ° a = a 0 0 ~ STORM SEWER DRAIN TILE OOH STAKED JLM O °Zw ~¢ w w Q T � J > o STAKED PIPE EXISTING UTILITY PRIVATE SYMBOLS EXISTING TOPO SYMBOLS AC AC UNIT O FENCE POST r FLAG POLE O GUARD POST >— GUY ANCHOR -a GUY POLE CO-) HANDICAP SYMBOL g MAILBOX ® SHRUB Q SIGN DOUBLE POST G Da SIGN SINGLE POST O TREE CONIFER T TREE DECIDUOUS TREE STUMP OSD TV DISH 101, WETLAND SYMBOL OTV TV HANDHOLE P�oJ YARD LIGHT EXISTING UTILITY MUNICIPAL SYMBOLS (j APRON Ls LIFT STATION 0 SANITARY CLEANOUT Os SANITARY MANHOLE ❑ STORM CATCH BASIN [E] STORM INLET SOIL BORING SYMBOLS LIF ❑D LASER- INDUCED FLUORESCE BORING •LY LYSIMETER OMw MONITOR WELL QPT PERC TEST �IPz PIEZOMETER ORw RECOVERY WELL OS' SOIL BORING z2P SOIL VAPOR POINT oVS VAPOR SURVEY POINT PROPOSED UTILITY MUNICIPAL SYMBOLS / APRON PROPOSED 11111c0 SANITARY CLEANOUT PROPOSED • SANITARY LIFT STATION PROPOSED SANITARY LIFT STATION VALVE MANHOLE PROPOSED SANITARY MANHOLE PROPOSED p SANITARY PLUG PROPOSED STORM CATCH BASIN PROPOSED STORM MANHOLE PROPOSED �..,� WATER 11 1/40 BEND PROPOSED M WATER 22 1/20 BEND PROPOSED 'y WATER 450 BEND PROPOSED T, WATER 900 BEND PROPOSED [ WATER CAP PROPOSED WATER CROSS PROPOSED WATER CURB STOP PROPOSED /;y<D WATER HYDRANT PROPOSED b WATER REDUCER PROPOSED r� WATER SLEEVE PROPOSED WATER TEE PROPOSED N WATER VALVE PROPOSED PROPOSED UTILITY PRIVATE SYMBOLS l�( ELEC LIGHT POLE PROPOSED EROSION CONTROL SYMBOLS -4-- SURFACE DRAINAGE ARROW OSTORM DRAIN INLET PROTECTION TRAFFIC CONTROL DEVICES & SYMBOLS _J_ TRAFFIC CONTROL SIGN (1 POST) 11 TRAFFIC CONTROL SIGN (2 POST) u TYPE III BARRICADE O DRUM CHANNELIZER 0 0 o FLASHING ARROW OR MESSAGE BOARD EXISTING TOPOGRAPHIC LINES —X X X X X— FM OHC OHE ss ss DT UGC UGE- FOC GAS UGT ws ws CENTER LINE EDGE OF WOODS FENCE BARB WIRE FENCE CHAIN LINK FENCE WOOD FORCEMAIN OVERHEAD CABLE TV OVERHEAD ELECTRIC OVERHEAD TELE RAILROAD PROPOSED CONSTRUCTION LINES FENCE CHAIN LINK PROPOSED FENCE WOOD PROPOSED XXXX X- FENCE BARB WIRE PROPOSED FM FORCEMAIN PROPOSED > SANITARY SEWER PROPOSED ss ss SANITARY SERVICE PROPOSED STORM SEWER PROPOSED DT STORM SEWER DRAIN TILE PROPOSED WATERMAIN PROPOSED ws ws WATERMAIN SERVICE PROPOSED 0 Z Q) a� 0 J 0 w Z a� 0 U a� U Q W QQ) a� w ELEC GROUND LIGHT �E ELEC HANDHOLE X ELEC LIGHT POLE RETAINING WALL ELEC MANHOLE n ELEC METER [E] ELEC PEDESTAL CO-) ELEC POLE g ELEC SIGNAL ® ELEC TRANSFORMER BOX Q GAS METER G Da GAS VALVE O LP TANK T TELE HANDHOLE TELE MANHOLE ❑T TELE PEDESTAL LOT LINE PROPOSED TELE POLE OTV TV HANDHOLE TV m o ❑ TV PEDESTAL SOIL BORING SYMBOLS LIF ❑D LASER- INDUCED FLUORESCE BORING •LY LYSIMETER OMw MONITOR WELL QPT PERC TEST �IPz PIEZOMETER ORw RECOVERY WELL OS' SOIL BORING z2P SOIL VAPOR POINT oVS VAPOR SURVEY POINT PROPOSED UTILITY MUNICIPAL SYMBOLS / APRON PROPOSED 11111c0 SANITARY CLEANOUT PROPOSED • SANITARY LIFT STATION PROPOSED SANITARY LIFT STATION VALVE MANHOLE PROPOSED SANITARY MANHOLE PROPOSED p SANITARY PLUG PROPOSED STORM CATCH BASIN PROPOSED STORM MANHOLE PROPOSED �..,� WATER 11 1/40 BEND PROPOSED M WATER 22 1/20 BEND PROPOSED 'y WATER 450 BEND PROPOSED T, WATER 900 BEND PROPOSED [ WATER CAP PROPOSED WATER CROSS PROPOSED WATER CURB STOP PROPOSED /;y<D WATER HYDRANT PROPOSED b WATER REDUCER PROPOSED r� WATER SLEEVE PROPOSED WATER TEE PROPOSED N WATER VALVE PROPOSED PROPOSED UTILITY PRIVATE SYMBOLS l�( ELEC LIGHT POLE PROPOSED EROSION CONTROL SYMBOLS -4-- SURFACE DRAINAGE ARROW OSTORM DRAIN INLET PROTECTION TRAFFIC CONTROL DEVICES & SYMBOLS _J_ TRAFFIC CONTROL SIGN (1 POST) 11 TRAFFIC CONTROL SIGN (2 POST) u TYPE III BARRICADE O DRUM CHANNELIZER 0 0 o FLASHING ARROW OR MESSAGE BOARD EXISTING TOPOGRAPHIC LINES —X X X X X— FM OHC OHE ss ss DT UGC UGE- FOC GAS UGT ws ws CENTER LINE EDGE OF WOODS FENCE BARB WIRE FENCE CHAIN LINK FENCE WOOD FORCEMAIN OVERHEAD CABLE TV OVERHEAD ELECTRIC OVERHEAD TELE RAILROAD PROPOSED CONSTRUCTION LINES FENCE CHAIN LINK PROPOSED FENCE WOOD PROPOSED XXXX X- FENCE BARB WIRE PROPOSED FM FORCEMAIN PROPOSED > SANITARY SEWER PROPOSED ss ss SANITARY SERVICE PROPOSED STORM SEWER PROPOSED DT STORM SEWER DRAIN TILE PROPOSED WATERMAIN PROPOSED ws ws WATERMAIN SERVICE PROPOSED 0 Z Q) a� 0 J 0 w Z a� 0 U a� U Q W QQ) a� w R /W, LOT & EASEMENTS LINES o <o DOCUMENTATION SYMBOLS RETAINING WALL U O U, ° z m co z o = N o CD o m BUILDING SETBACK LINE - W w z z co Q w W 0 > . OUJw d z SANITARY SEWER EROSION CONTROL BLANKET LL 0 a, 3z J LOT LINE PROPOSED CONTROL LINES z EROSION m o m w Uj 1777 77-1 LL_L_L_L �w< SANITARY SEWER SERVICE w z Y 0 = m ----------- - - - - -- EASEMENT LINE w o 0 0 o U) U BALE CHECK ° N BUILDING WALL HATCH 0 -OWwz w STORM SEWER �Blo -o- Bloom -Blo- BIO ROLL 1 ° a = a 0 0 ~ STORM SEWER DRAIN TILE SILT FENCE O °Zw ~¢ w w Q T � J > LOT LINE m > w w F- °' � U_ w<<0 0 w UNDERGROUND CABLE TV ��HD�HD��HD— SILT FENCE TYPE HEAVY DUTY a_ m w Q w wa ~a w Q Q w = v UNDERGROUND ELECTRIC --W—ms*—Ms--*-MS— SILT FENCE TYPE MACHINE SLICED RIGHT OF WAY EXISTING ___ RIGHT OF WAY PROPOSED `N> m UNDERGROUND FIBER OPTIC ��PAPAPA— SILT FENCE TYPE PREASSEMBLED UNDERGROUND GAS FLOTATION SILT CURTAIN ° a UNDERGROUND TELE w 0 z 0 WATERMAIN w HATCH PATTERN AND SHADING LEGEND WATERMAIN SERVICE � RANDOM RIPRAP w WETLAND EDGE Ww SOD o + + + ++ SEED o R /W, LOT & EASEMENTS LINES DOCUMENTATION SYMBOLS ° U O HYDRAULIC STABILIZER z o = N o CD o m BUILDING SETBACK LINE - W w z z co Q w W Q EROSION CONTROL BLANKET LL w o LOT LINE PROPOSED LU O m o m w Uj 1777 77-1 LL_L_L_L TEMP. ROCK CONSTRUCTION ENTRANCE "' 0 cn 0 w z Y 0 = m ----------- - - - - -- EASEMENT LINE U) U ❑ U ° J � BUILDING WALL HATCH 0 2 ----------- - - - - -- EASEMENT LINE PROPOSED w J 1 SHEET NO. BITUMINOUS SURFACE C 1.0 LOT LINE J: \0115B- MILLS \0115B0070 - Monticello \0115B0070.000 -New Store \CADD \CIVIL \C01- LG- 0115B0070.dwg Plotted by: Mike Rude 7/19/2016 11:39:35 AM © 2016 WIDSETH SMITH NOLTING CONCRETE SURFACE - O O MNDOT CONTROLLED ACCESS LINE OGRAVEL SURFACE RIGHT OF WAY EXISTING ___ RIGHT OF WAY PROPOSED O EASEMENT PATTERN DOCUMENTATION SYMBOLS U O J U) �AA - W w z SECTION ARROW - Q 2A SECTION NUMBER TOP; LL w PAGE OF SECTION BOTTOM LU O w Uj O z LL C, U) U Z w J � J Z =� O 0 2 2 2 w J 1 SHEET NO. C 1.0 J: \0115B- MILLS \0115B0070 - Monticello \0115B0070.000 -New Store \CADD \CIVIL \C01- LG- 0115B0070.dwg Plotted by: Mike Rude 7/19/2016 11:39:35 AM © 2016 WIDSETH SMITH NOLTING NOTES: I I • THE ENGINEER HAS MADE AN ATTEMPT TO SHOW ALL PUBLIC UTILITIES WITHIN THE CONSTRUCTION LIMITS OF THIS PROJECT. PUBLIC UTILITIES SHOWN ON THIS PLAN WERE DRAWN USING FIELD SURVEY INFORMATION AND MAPS PROVIDED TO THE ENGINEER BY THE UTILITY COMPANIES AS A RESULT OF A I GOPHER STATE ONE CALL DESIGN LOCATE REQUEST. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THESE LOCATIONS PRIOR TO BIDDING AND I CONSTRUCTING THE PROJECT. I • THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXCAVATION LOCATES AND SHALL NOTIFY ALL AFFECTED UTILITY COMPANIES AT LEAST 48 -HOURS I BEFORE CONSTRUCTION. I \ • THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI /ASCE 38 -.2, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA ". i WA `� _ _ — - - -- -- -------------------------------------- - - - - -- — = —� — �s-- . - - -. -- — . — - - - - -- -- --�- -- - -- - -- — � — — PROPERTY BOUNDARY (TYP.) i I II �� — —ices 945 • I� I i \\ I \ I \ \ — 950 950 9so o'` 10 PVC SAN. SWR. STUB I I \ _— — 955 = 955 — _ _ �� — — — — INV.= 944.90' ____- -- - - -� -- - -�f/ WATER SERVICE(6 ") STUB r III / I i I i i I DRAINAGE EASEMENT / i - -- 0 cc CD Harmym-71"Emb. /R"' i 959 I I \ / I I ----------------- - - - - -� �----------- - - - - -- - - - --, — 1 _ //; " 12 RCP STORM SEWER �; U) \ / a L- -I I SANITARY SEWER(6 ") \. SERVICE STUB ] ,� g �// STORM SEWER(15 ") STUB , �I / ce DRAINAGE EASEMENT — g56 ; i I \ °4' ; % I / i' ^ / ; 8" SANITARY SEWER I , r () / • i I I �\ i 1 / / / i / �� �� '' / AND WATER SERVICE 8" _ 1 \/ i Ii I1 II �\ i I / / \ I / i ��q' i V, STUBS (00 a Z J O Z C� C F— w 0 0 w i Cn a� 4 U U Q w Of z d Z 0 rn oOz 00 0 >a O�w o z U Ojww - vj H Z J W � W Q U Z Q o w p 0 - U) }c(on o Z��Z JwOZ w Nz d O LL FwO F-- Z O� w z �m>W W O W w p J 2 0L p x 0 0 0- w mOfQ3 w �a�J _ U Q x U _ 3: 2i } m i/ I I; I 1 / PROPOSED UTILITY EASEMENT / / o / Y / / ` •�/ o o i ; ^ ✓ \ i i /' (TYP.) / ' /r `�� PROPERTY BOUNDARY (TYP.) \ i `�� n •I ''I I I I • ; r w r z / O —---------- - - - - - - - - - S ----- - - - - -- -- I -- - --- I �\ - LU I 1 I 4 961 - /I ; I I I DRAINAGE AND LU UTILITY EASEMENT g62 I I cp � u0 0 0) SANITARY SEWER(6 ") AND rn rn rn o / WATER SERVICE( all ) STUBS c� / I I ' I / "_ � I I w co af Of PROPOSED SIDEWALK EASEMENT /o'' / I - • / o A a w Illj j1IIIII ;;� / / � _.,•�/' III / �� � �� ;Io r I \ / 1 1 Q l ' i 7=- — 'I� I LO I .: NORTH =17 ��\��\\ 0 80 160 , I [I 111 1 111111 f "I I • II [If 1�1 II I i , IIII -f � I �I fff II1 Illl I III III III I —_� III Illllli �� / /��l1 I ,liill►II ill I I SCALE IN FEET) If J: \0115B- MILLS \0115B0070 - Monticello \0115B0070.000 -New Store \CADD \CIVIL \CO2- DP- 0115B0070.dwg Plotted by: Mike Rude 7/19/2016 11:56:46 AM © 2016 WIDSETH SMITH NOLTING 0 0 0 0 O 0 LM LO 0 w m Z m 0 IJi d U Z J J z N 0 W SHEET NO. Cz.0 U O O J W vj W v Z c/j Z Z O O W Z Z H H F-- Z j- F Z W O O O O v w U J J v SHEET NO. Cz.0 q /LO �T \ / / I — _ I .� / w \ \ S G,qs Of z� \ Oa aZ° rn AGE HUGE / A \ zaz z \ q F C \ \ Py �� % \ \ \ O� U S, J \ S _ �\ �o� z \ Gq S / Gqs\ F °C\ GF\ \ \ o U �_zQ o \ ° N \ Gil qS O \ / \ \ z ui /� JwOz aolL � o GqS =Oo W \ \ �GF / \ aWQ G F \ Gqs Fo 61 0,0 MW J, Jell- ^0c WQQO S /\ \ mOfQ� w \ \ G \ S \ / �y Fo \ way J �_ _ \ \ F F °C,\ , \ U c- CN SAWCUT END OF CURB AND GUTTER REMOVAL a �GF Foc / \ \ O / W SAWCUT 296 LN. FT. BITUMINOUS \� z O 1949 W LI \ w Of 1 REMOVE 56 SQ. YD. BITUMINOUS SURFACE w I w _ REMOVE 296 LN. FT. CONCRETE CURB AND GUTTER Gqs \ \ S \ \ / \ �.�� J o GqS \ ° C° / \ I � \ S ti �� �' o 0 co LU Z CD COORDINATE CONSTRUCTION ACTIVITIES WITH ED w \ / i RELOCATION OF PRIVATE UTILITIES BY OTHERS GIs \ s S W Q�5= I \ qs \� \ 4 11 I PROPERTY BOUNDARY (TYP.) \F Qq \ / SAWCUT END OF CURB AND GUTTER REMOVAL ,F GIs ° GqS X957 \ / I 957 1 ` \ \ _ F qs bc NOTES: I i 1 I ; / 11" Gq& • THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THE QUALITY LEVEL WAS 1 , , Fo qs c DETERMINED ACCORDING TO THE GUIDELINES OF CI /ASCE 38 -.2 ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA". • CONTRACTOR SHALL CALL GOPHER STATE ONE CALL PRIOR TO BEGINNING REMOVALS. li I i i \� 0 • ALL EROSION CONTROL MEASURES AS SHOWN ON THE EROSION CONTROL PLAN ARE TO BE IN PLACE PRIOR TO I I I i i i ` \ F °c Q BEGINNING REMOVALS. �I I I ' ;' ;' �`�� Foc Gqs U • CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES, CONCRETE PAVEMENT, BITUMINOUS PAVEMENT, BUILDINGS, a I I ; i i \\ \ \ J U) LIGHT POLES & BASES, ETC. NOT NOTED FOR DEMOLITION & REMOVAL DURING REMOVALS. ANY DAMAGED STRUCTURES I �; I °' I / �- - 958 - �' �' / PO c \ Z L0 TO REMAIN SHALL BE REPAIRED OR REPLACED AT NO COST TO THE OWNER. 1 1 1 ; ; ; ( \ w Z_ • ALL SAWCUT EDGES IN CONCRETE WALK, CONCRETE PAVEMENT AND BITUMINOUS PAVEMENT SHALL BE PROTECTED - J i I I / i i `� \Poe Q AFTER REMOVALS THROUGH THE DURATION OF THE PROJECT. PAYMENT FOR SAWCUTTING WILL BE MADE ONLY ONCE. I I i 1 \ U- w I; I I I � \ o ,`,C ADDITIONAL SAWCUTTING TO MAINTAIN A CLEAN SAWCUT VERTICAL EDGE WILL BE AT THE EXPENSE OF THE FO I I J I I 1 z c w a ° w p _j J CONTRACTOR. J; I I I i i ) F � U Q i1 I • ALL MATERIALS IDENTIFIED FOR REMOVAL SHALL BE DISPOSED OFF SITE IN ACCORDANCE WITH FEDERAL, STATE AND ; ; ; / ° c U) U) F 0 o LOCAL LAWS. 0 20 40 \ 1-1 Z 2 l I i i / \ • ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MINNESOTA MANUAL ON UNIFORM CONTROL DEVICES, � � _ I � ; , , � � 0 LU CURRENT EDITION AND TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS (FIELD MANUAL), CURRENT EDITION. • THE EXACT LOCATION OF TRAFFIC CONTROL DEVICES WILL BE DETERMINED BY THE CONTRACTOR SUBJECT TO THE i I ; ; \ I \ SCALE ( IN FEET) \ SHEET NO. I I I � � I I I I i i APPROVAL OF THE ENGINEER. I ; I I , , / I \ C2,1 J: \0115B- MILLS \0115B0070 - Monticello \0115B0070.000 -New Store \CADD \CIVIL \CO2- DP- 0115B0070.dwg Plotted by:Mike Rude 7/19/2016 11:40:01 AM © 2016 WIDSETH SMITH NOLTING \ r111111� 11 1111111111 :�11 1 I 1 1 r---- T----------------------------------------------------------- - - - - -- I I I I I I 1 I i I I I I I I 1 I I I I I I I I 1 I I I I I I I I 1 I I I I I I I I I 1 1 1 1 II � II 1 I -I I I I 1 II I I I I I I I I I I I I 1 I I I I 1 I � —I I I I I I II I I I I I I I I I 1 I I I 1 ilt I I I I I I I I I I 1 I I I 1 I I I I I II I I II II I . V J I I �v I I ® I 0 m 1 I I I cn I -n Li 1 I II I II I I I I I N I I J I I 1 I I I 1 I 1 I I 11 I I I I I I L I I I •• I I I I I II II it � 1 I I 1 I I I I I I I I I II I I I I 1 I I I— I ilt II II ■ I i I I I I I I 1 I I 1 I II I I I I I 1 I I I 1 1• .. 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ISCALE ( IN FEET) C3.0 J: \0115B- MILLS \0115B0070 - Monticello \0115B0070.000 -New Store \CADD \CIVIL \CO3- SP- 0115B0070.dwg Plotted by:Mike Rude 7/19/2016 11:40:59 AM © 2016 WIDSETH SMITH NOLTING / / \o \o / \o \o / \o � \o o r ` \` O- / / DRAINAGE & UTILITY EASEMENT / / y ` r ` o\ / o / r MONUMENT SIGN / (SEE SHEET A50.1 & S50.1) / r r / r / DRAINAGE AND UTILITY / PROPERTY BOUNDARY (TYP.) EASEMENT (TYP.) \ / I / / PEDESTRIAN RAMP J PROPOSED SIDEWALK / II SEE NOTE 4 EASMENT A I SEE CHELSEA ROAD TURN s PEDESTRIAN RAMP / LANE PLAN SHEET FOR SEE NOTE 4 ; PROPOSED TRAIL EASEMENT DIMENSION DETAILS " r r I 3' AZ I r V VACUUM ISLAND I (SEE VACUUM ISLAND DETAIL) \ I I ;� MONUMENT SIGN / •Po \ q \ 34� DRAINAGE AND UTILITY (SEE SHEET A50.1 & S50.1)3�,`Y;. \, I • y' IRRIGATION SLEEVE (TYP.) LIGHT POLE (TYP.) , EASEMENT (TYP.) r ; PEDESTRIAN RAMP CAR WASH s SEE NOTE 4 2 47 / 4,905 S.F. �r I ° i 2 R OC 1 \r6ti -M�44 1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 2. ALL CURB RADII ARE 5' TO FACE OF CURB UNLESS OTHERWISE NOTED. 3. ALL CURB TO MEET MINNESOTA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR A TYPE "B618 CURB & GUTTER" OR "S518 CURB & GUTTER ". 4. CONSTRUCT PEDESTRIAN RAMPS IN ACCORDANCE WITH MNDOT STANDARD PLAN 5- 297.250 LEGEND: B618 CURB & GUTTER S518 CURB & GUTTER Z a� o J O� W Z � y U N 2 U � Q W a� 'un W Ix Z� d Z 0 rn WOj c 0� O O1>w Z W OjF U vJ Z J L3 W W W Q C. 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C3.1 I I 1 108.29' BACK OF CURB 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 I I I I I I I I I I I I I I I f I I I f 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 DRAINAGE AND UTILITY I EASEMENT (TYP.) I I I 1 I I I I I I I I I I I I I I I I I I I I I I I 6 I 6 I I I LIGHT POLE (TYP.) PROPERTY BOUNDARY i 50��, _ PEDESTRIAN RAMP S'o SEE NOTES 4 ' \ / DUMPSTER ENCLOSURE 4 STALLS (SEE DUMPSTER PAD & DUMPSTER GATE DETAILS) / 10' R 24.00' F -F ' \\� PEDESTRIAN RAMP WITH TRUNCATED DOMES " KEROSENE ISLAND SEE NOTE 4 (SEE KEROSENE CANOPY SECTIONS, DETAILS AND PHOTOS) VALLEY GUTTER SEE DETAIL 20' R TANK FARM \ 30'R 5' VALLEY GUTTER �? ; SEE DETAIL 30' R ;r ' 20' R 20 R i w oAy / V 10'R - ----- --t-------------------------- -n0 - - - - / -I �- - OL - - - - -L - - + - - -- - -- -- -- -- -- 10'R - - - I - C:7a 40.00 TYP. CART CORRAL (TYP.) i 20.0 ' SEE CART CORRAL SLAB LAYOUT AND— CART CORRAL CONSTRUCTION DETAILS I I - I I I I I I I I I 24.00' F -F MOTORCYCLE PAD SEE PAVING PLAN 112.83' BACK OF CURB — 10'R C.0 40 34'R - oy I �- p Dv v D I I I , I v 30 0 ' D D = 17 STALLS I ° O I Z I D° p v I ' � I _ I I I v 0 40 80 I , I D I co D ° SCALE IN FEET) \\ W I - I I 24.00- (TYP.) UTILITY EASEMENT (TYP.) i LEGEND: B618 CURB & GUTTER S518 CURB & GUTTER NOTES: 1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 2. ALL CURB RADII ARE 5' TO FACE OF CURB UNLESS OTHERWISE NOTED. 3. ALL CURB TO MEET MINNESOTA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR A TYPE "B618 CURB & GUTTER" OR "S518 CURB & GUTTER ". 4. CONSTRUCT PEDESTRIAN RAMPS IN ACCORDANCE WITH MNDOT STANDARD PLAN 5- 297.250 lo/ \ PEDESTRIAN RAMP \ u SEE NOTE 4 \ \ PROPOSED SIDEWALK EASEMENT I i � PEDESTRIAN RAMP ; SEE NOTE 4 / IRRIGATION SLEEVE (TYP.) LIGHT POLE (TYP.) 24 SQ. FT. TRUNCATED DOMES (SEE NOTE 4) CENTER WITH BUILDING ENTRY I I 48 SQ. FT. TRUNCATED DOMES (SEE NOTE 4) _ CENTER WITH BUILDING ENTRY I I � I I I I N C) — o — I I �. 20.00' C) �• o v D v D ° v 12.00' 24.00' D OUTDOOR MERCHANDISE AND TRAILER DISPLAY AREA MILLS FLEET FARM 165,296 S.F. 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W F Z _,�� u- W J 2 p < o - (w CL mofQ� LL a' d ~ J ' U Q w CN 1-- W O } W 0- J O z m U J Z LL - a z 0 n- a W J J — O 0 11.- H 2 2 2 U U SHEET NO. C3.2 W SMITH NOLTING co z 0 0 W W Of W H Q O 0 0 o Z 0 CD rl- N o N O co J w T Q Q m Lo z a ? ? o m m 0 M w Z Y 6i -j � U 2 :D z Q U 9 O w 0 U 0 PROPERTY BOUNDARY ■ 5,.50' EDGE OF BITUMINCIl" GALVANIZED CHAIN LINK FENCE 7/19/241111:5$26 AM 12 016 WI U O z U) w H W z - z LL w 1-- W O U W 0- J O z U J Z LL - a W J J — O 0 11.- H 2 2 2 SHEET NO. C3.2 SMITH NOLTING F -z I DECORATIVE WROUGHT IRON FENCE WITH 16' GATE GALVANIZED CHAIN LINK FENCE UTILITY EASEMENT (TYP.) PROPERTY BOUNDARY 1.50' 176.16' EDGE OF BITUMINOUS I —I— 1 20.00' °° ° ° pv ° ° p I g II I I ° 20 00' MILLS FLEET FARM 165,296 S.F. GENERATOR & TRANSFORMER PAD (SEE GENERATOR PAD SECTION DETAIL) C 94.00' 14 0 M II I I I I - 1 I 1 1 125.00' 00 cn Cl 81.79' N O O O D m 8 0 18. 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IIII1111 ����� i1 IWI�i■mmmm `.mmmm'mw�1 UMC mom ' omm .IL =mmmmmmm�� / / �� ���i li�/m■�- \l U C4.0 \\ J:\tl i 1 BLS �QQ] - MOnbcell \0115808]8!000 -Ne Store \CADD \CI \ �lPl b it e ]119/20 11:42:14 AM 0 2016 WIDÐ SMITH NOLTING / � \ \ � °C \ UGE \ / � ! � c° � �' � Z GRADING NOTES cqs\ F �cE\ /�P / • CONTRACTOR TO CALL GOPHER STATE ONE CALL Gqs � �\ �cF �_� / / 1 � o PRIOR TO BEGINNING GRADING OPERATIONS. � Foc \ � � \ / ; J '> • CONTRACTOR TO VERIFY UTILITY LOCATIONS. cqS \ �\ \ �cF `` J / i Q w • EXCESS TOPSOIL &STOCKPILE BECOMES \ � � 'roc \ \ �, � / � 1 Z tiw PROPERTY OF CONTRACTOR AND SHALL BE \ \ � cqs� cF � ' � / �� / � DISPOSED OF OFF SITE. / — cq F °c \ /- \ \ �cF �P/ / %' = i • ALL AREAS TO RECEIVE SEED OR SOD SHALL HAVE �/ � S \F\ \ \ � � � / ! � cn 6" OF TOPSOIL PLACED. LANDSCAPE ISLANDS � \ \ cqs ° \ � �GF\ /�'` � i CC — RE EIVIN PLANTIN HALL HAVE 1 F \/ \ � � \FO \ � �\ / %' C � C G GS S 8 0 � \ \ �c \ t^ C �P UG \ / / �/ / U TOPSOIL PLACED. _ \ F � � 9 � � / a� • ALL SPOT ELEVATIONS ARE TO TOP OF — — \ \ S\ c F °c \ \ �,P/ c s9 � � \ i = � CONCRETE, TOP OF BITUMINOUS, OR FLOW LINE / \ \ \ \ � qs\ �FO\ � � � � F / ,' ~ Q ' OF CURB &GUTTER, UNLESS OTHERWISE NOTED. \ \ \ cqS c\ �_ �cF � — � ; =� un / \ � / � �_ � / \ \ \ cqS � \ t'cF � / / i � o � � `� \ � \ \ \ �P/ <� FCC \ GGF \ / � � z w \ L� / / cqS � \ � �P °c \ �c J � � \ / \ � \ \ F 0 � 10 20 c g5� 65 \ � � � F °C \ \ �GF � s \/ � � � G, � \ �_ ,c° \ \ � SCALE (IN FEET ) qs \ � \ / C UGF � i / � \ cqS \ \ �P r F °C \ \ \ �c i \ .\ \ \ � � / \ % � z P OC \ � � / \/ ) \ \ cF C % ��� v \ p2 � \ � I F / ��� 54>• \ \ � \ " \ °C \ \ \ / °mow Oz I \ � \ (ic RO / z a z c5 \ 5�1p \F \ \ � � / / / \F \ F C / �ai0 � z \ \ �'i \ \ l / \ F \ �GF T / CJ�ZQ N / z }�� co � dQ C� \ � \ / \ \ / �ww F °C� \ � � FO �.� / � �wOZ a \ � / / \ \ �� x °po � �� FO cqS � FOC � � � w �`_,,\ d a °c g���5 cqS � \ � � Fq � ' \ \ J � `� \` � � a Q o W I � \ `.�` 1 Gqs � p� \ � �O / \ � �� w a \ -¢ I / \ \ \` � � � / � \ `` � / I ` �� � \ 4 \ c � h \ / `� m / \ \ ` S � \ \ I � \ q \ �� \ \ `\ � g1— 958 � � � I \ d ` � g 3p S \ 9�g� � \ z � \ / �� I \ \ � / � � ,'� _ \ \- \ — '�`� � � p�2 cqS \ \ � .� \ e ° � w / I \ \ \ `�� I d d cqS \ \ O \ \ S /` I �i\ I �� � \ \ > / \ � \ . 4 � G'q \ , w / / I/ ��\ ? \ � -� \ \ � I \ � _���'� � S \ \ � c 958 � v \/ � � � I I � � / I / � \ r-r• -� � \ \ j ```�� d � cqS \ � \ \ � ° ��-I���� � � �� '\ � I \ \ ``. 958 d \ \ 1 I 1 S \ � \ \ I \ `�`� GqS o I1 1 \ ; � \ gs� _� � � \ ; ��� qs\ g6�� � � z o / � 1 I 1 \ \ /�\ —_ \ \ \ \ I \ �� Q \ N c 1L � 1 i `�` d Gqs\ \v �OV S \� / z N a W I 1. \ \ � mfr \ \ I \ � � ``��� \ � \ � � ¢ � � o 1 � � qs } / / / i / 1 � � � \ i \ ���� pig cq O � w � � z W J I I � � � -rte \ \ I ` \ ��` d � d g5� S � \ � a � � z p / � _� \ \ � ; \ � \ \ ���\ cqS � / � \ ° cn ° v / i / � 945 _ \ '\ \ \ 1 \ I I \ 9S> `�� a `� / I � �`� /� �� I I I I I I I � � I I I; ���,, , °� cqS � / / � � � I i I \ � � \ Foc cqS � / I � I I � I. I � �. / � / / I I I � ; I ,,,, �F �6g6 / I l � � I I I \/ `�, 957 °c g p6 // I / � 1 1 1 1 1 I I I \ � �s� cqS z ,( I � �� � / � - 1 � \ ; `�� � cqS � C� � // � � I I I I I I I I I �, � ,' ��``,, F J� � I I I Oj�6 r0 � d C Acp \ Gq � LJJ � / / i / I I � � I i I I � ��` �a � g5�' � � w Z I- ' Q � � z I ' ``\ // � a� I I I; I I , ,� ��`,, �Fo d d � W o I � \ I / �, `�` C I� � J I /' I BREAK LINE . r, ♦ ,, � � � c d ♦ � / � I �\ I I � � I I ;� I I � — -� 2% CROWN /' ♦ / 6 �`�� � � � C7 � � / � �� � � I _ I I I I I I _ - 957 � � g5 `� \ SHEET NO. r I � I I I 1 ;I I •- - - � � �'� h \ / . (�1 5B -MILL 1560070 nticello \011560070.00 N Store \CADD \CIVIL\ 04 115B0070.dwg Plotted by:Mike Rude 7/19/ 11:42:18 AM O 2016 WIDSETH SMI NOL�N.� / /1+ 945�� /� +[ II� \ . gylas cqs 9yyy1o6 \ \ GRADING NOTES: - `Z E 1 (�@ `. Gr do \ \ \ r 2 1 \ 7 / � / /� �! � ! � � � ! ! _ [ { � !I I - �� ' `� .. � S \ �\ , \�� _ �. \ \ \ - _ \ • CONTRACTOR TO CALL GOPHER STATE ONE CALL PRIOR TO BEGINNING GRADING OPERATIONS. 957 - 069 cqs, 1 °� s5j ' \, \ �- \ • EXCESS TOPSOIILL & VERIFY UTILITY STOCKPILE BECOMES LOCATIONS. PROPERTY OF CONTRACTOR AND SHALL BE ✓ 1 1 h r/ / v gy ^'s V A \ o ao ao / DISPOSED OF OFF SITE. \ / �� �qV V A A v _ _ • ALL AREAS TO RECEIVE SEED OR SOD SHALL HAVE / 2 6" OF TOPSOIL PLACED. LANDSCAPE ISLANDS scnLe I w r� ss RECEIVING PLANTINGS SHALL HAVE 18" OF / j / B TOPSOIL PLACED. I C I e a I [ \ ALL SPOT ELEVATIONS ARE TO TOP OF CONCRETE, TOP OF BITUMINOUS, OR FLOW LINE OF CURB & GUTTER, UNLESS OTHERWISE NOTED. v -06j c'? 3 °' ' AR W\ 957 BREAK LINE MILLS C / 4,905 S.F. 960 0 2% CROWN F.F.E. = 961.0' 1900 9 \ \ ! m [ 1 I I I �; % •. .`` \ _ I \ , 958 / / / // �j I 1 BREAK LINE IIp1 W t/ fI -H$4 y0 -� - [ � ` _ C[/•l�) LLa Z- 49 o . � OI \ ,5 20 O o z y o 9 ° , 14 ' ) z y a o a' w I I � 1.11 90 ��9yg 9A Ur6' '� 90' .''�• 1yA ��' // ���� .. 9SSV Gqs\ � �� v ���� � �yti � � � awwa���37 I I! 1 I I I[ I I I I °'� �� 9y9. L I - 900 d1•: L•� . i i / �� \� 954 BREAK LINE ` •' I ; i' ;� BREAK LINE % CW I [ + I l I I I `.2 RON \gyggl \ • f'i i 2 %CROWN SS \ -`� \ ,cqs X960 I �il I 1 1 1 1 l I i� I \ gg9 09 �. • o�� ��i \ \ \ \ \ \`� - \ EMERGENCY OVERFLOW 1 `? \.9yg A • ' / i \ g `\ 'qs EMERGENCY EL. - 958.3' it 9SS ` y60 g 96 _ .� o6g / \S� \ I ` OVERFLOW 954.8 \\/ 1g T '9 - L i + OUTLET PIPE °96911.. , ' // \ \ \ BREAK LINE INV. = 951.0' z 2% CROWN ° s sss \I [ I + f ! [ I SO STORMWATER INFILTRATION BASIN BASIN BOTTOM- 948.0' 1'Il I`f 1! III I HWL= 952.8' „1 9!!'�IEl1iII� r�11 I // 948 960 I 1 9 II/ �y°J 950 \ 0y STORMWATER INFILTRATION BASIN \ i ++ ! ! + • I it i / �! i BASIN BOTTOM = 949.0' 955 Ii ',jy ' / HWL = 952.4' I IJ j o m° Im 11 I I igy0 960 % g a = 1 - 1 yg1 d � 0- • .. � +,6g �_ _bo' ___ _______�___________- 960 spy, �0 i I rnl 9 9F0 - m �y, 960 -9 _ 0_� III + +! f/1 I Irn 11 0�00y996 re, ^ d0 0• �`/ �__ - - - g�OO��WJ , / - koo't- - - - - �- - °oi - �ga8 L-I °o f - - off__ �y y-- -- TO` 1 °`�0 0`r� °m0 gyg' 1 j I - ! [ I m I I rn 1 I H� A3 yy 66 02 05 5 0'L yy y5 03 g5 yy 02 yy 6y -- 0'5-� 65- -4 - - -- 5�T- 9`L -- y6- - - - - -- yy -- 63 -- yy - - - - -- 5't- 93 -- 66- - - - - -- yy-- 6`L-- yy- 9 - -y - -.�� �`�s\ gy g. a, •O. 1 I l IQ I I I 9y60 9 gyg b1 gy9' gyg #g 9y9 Al /969' .959 ,. X959 d1 ,t x959 gy9 x059 a� ..05 I�gS x9 9y9 0.1 9y9 _gyg 9 9y9Ip1 1 9y9 9y9 9 969 Al g6g gyg 9 g6g 0.1 a 9y9. gyg. 9 9g�g q1 gy9 gy9 9 999 p1A$SU, 969 i 9y9' 9y939 s0s 99�g 96p \ p8 o9. y6 IIIrI I I ZO [ I[ 1 G! I I I g6°'' p1 -!`% dgWk- t: p9��:, A0' A9 Tp4{ . g A9 g 0. g d g. 1 P11-37 O I I m I I S 9' O O y9' \00- 0 y°'' AO p0 p0 5°' AO AO �` AO ` y9' AO O RO I y9' AO p0 p0 gy AO p0- p0 gy d0 RO p0 9y AO d0 AO 9y AO A0 9:b `Pi9 g 9 9 9 a -u, 0 0� °�, 96 9d gA gp0 9 gA gd gA 9 g. 9 g g. g 9 g. g? g. 19. g, g. 9. g. g. g. g. g. g. I I I f 111 _o gy _gy -gy gy _gy gy g 9y gy g5 - 96- 9y 9y _96 -9y I 9y I -g6 -gy� 96 _gy -g5 gy _g6 -gy gy _gy g6 0�s0` gy x9ygOgy i /5/ / -- - - - - -- 69. ... y9. 1 // 2 95� - - -- - - - 9� -- - \ \�^` 9 9 - - g6 i 1 [ N ! + �I + 1 y9 I m 9 I 9 -BREAK LINE / BREAK LINE 9`'� I o o �. / 96 l j O 1 I I III off° .� oA I i Lq -. 9yg1'g i9 10 // / '� 1 I ► I � I 1 � I �� .00 yS j n -� (1( /�f \l 111. 111iI I I I I 0/ _ 1✓ i 31_ - _ 960 996 �1g 3 y192- a f I y691 gy61' 9y6 1 1 9y$ gy -�-N 9 9y9� I 11 g k 03 1 gy8 96$311 9y1" -� 9y6 9 958 i \ V rn I r may' 1 1 A I 1 I I {III 111 II�IImI o I i 81yo 0 9yae l A I \ I 1 I p1 1 1°n 1 > I m"- 19y6 BREAK LINE 0 _ 1- I IIIp, I I I 1 11.1 ' I I �I da BREAK LINE ds O F N I I _ I 1 I I I / 9y- �� 9y- • 0gy- I I 95$90 - I 9y69� -- - I J W 0 w �- 9y W Z Z 959 g6� 962 gbb H �� ` I I`Ijf I i III II +I 1 I (� W C g I i I III I I ! i I 2% CROWN i °' W o w f0 1 +1 7 11 j11.1j'II +I 1z11 a ,. I I 1 1212- 12 12� 12- i 1ti i 1212- /12 12i 12- 12 I J J Z Q \III 1 I I �y y9. y9. _ y9. 00 0y9• 9y9 959. 60 I gy9' g69' gy9' 00 gy9' gy9' gy9' 60 Iii cow I -1 -1 O K 0 9 9 9 gyg- yg. I g6g - O 9y9 o� °4- 990. 9901 5 1 i 6 �1 5 1� yg9 1 9y 61. g 0 °0 �0 9y y991599y y99i gy 69$ 599 090,1 g y°�.a- 599 y99 g y y I _ snEe>•rvo. 313- 0 1p 9 O :: ° 9 9 9 9 9 9 9(iC9 i 9 9 9 9 9y 6 g9 096 3d 9 0 (V- 9y0 . @145 a 0 d Sea or� U 01 O. -. O 1 O. p. g 1 / / / �I I/ 0rn 0 I I C4.2 L 0 0 90 0 rC� _ dA- A o O a ��'' Q 1 O' 0' 9 i�allo \015 .00 a erore\ R IA"k rpq ] 9/2016 1.222 AM © zo1 o-'l "�1, 11}leoo w9 �2 �2_ �2 �2- \rL g59 g59� g59 $p 59 g59 g59 $0 I g5°�' 0:) g5g' g° . 95g' g6°'�' 96g' SQ - �� o N i59 ' 90- g59 I [I - - \ \�� -- o0 0o g5°' gg'l gg6 gq,'l l g5g'gg�l gg5 gq,'l I g5°'gg'l g95 g�1, �_ ,�'� D 95195 95 95 �93 g5 -•l,- 96095 1-'95 95 95 -95 95 c9 c9 -� -\ I ,g6p 96p' N3 g6p g60�- g6�' 2� g60' g6� 96p' 2i ° I i \ 6 6 6 �� -2�` 2� \ !� -- - - j /f g59' g1 g6Q_ I `g6 °- g6p w • ' t�� O o o '1 L� o n606 60fO 6000 3R 9ro °' g6� g6p' 3p `J� cn `J� 0 3° 3 3 3 - 3 9 _ o l I a3 9 -tg �g o �g p 959.0 c9 c9 g0p �9 c9 c99 J 96Q? L3 36 lip. c90 c90 6p. \g6 O S o 0' 600 6Q'' 'p p`3 oo rno OO 6'O�• 6'O g6p' g6p' g6p of O ------------------------ - --�5\ -� 3D� - - - - - -- c(- - - -- - - - -- , g60 cp s - -(�6' �� - O - - cP- Cp \� _ 9�O 6p �3 60�� 60 3 + �6 6 �3 6 �� 6 g o,6 � g6 N3 60 �� 5 +9I p-� 5 5 5 9 p 5p k 6� 66 I 1 ♦ O� ♦ Q r � 60 R +- 9 9 9 g p 9 0 g 0 0 0 9 60 6 6 6p O 6p 1 0p 0 6 6p 01. 6p '�g60.g6g6 ° g - - - -- - - - - - - --- -- --- -- ---- - - - - -- -9 i f9 9 9 _ 9 9 v o - ---------- - - - - -- 96 2 32• I 0 - g6 3 ° ° ° ° v p ° ° ° ° ° 6p`�� 6p`�� 960$ g60q,2 g6p' I c9oo ---- - - - - -- Y 9° I, 2 ° 6p�° g � o k `96' �c ---- - - - I- .0 6 mac, - -- - - - -- --------------- - - - - -- 9 1 I u II 01 C.0 E. I v F.F.E. = 961.0' 6- o �° I I n / I / 63 I6 60° 01(o). CB-503 (48in) I °------ - - - -s- RIM EL. = 959.70 'f I , - INV. EL. = 955.70 ; I I BREAK LINE r Co ; v (fB -406 (72in) ; I ter. , ° ° \ RIMIEL. = 959.27 i • . F I INV.IEL. = 952.7 I ;• A- •� •' At - ✓ I I \ I I �I• I I v - 959 I I I ° \ I I `� • A A. 96Q A t4 co c9 I g 5� / \ 6� 95 I I A A A. CB -405 48in) ' I° ° ' PPM EL. = 59.17 I 1 58 , INV. EL. 952.32 I • I ," -�, MILLS FLEET FARM \ \ I 2�°►° - •� ; . .' . CB _ 502 (48in) _ SWALE START�L�7 g39�0 i 9600 / / 1659296 S.F. INV. EL. = 954.75 �° / F.F.E. = 961.0' I 9595 i� • ' ` • '..: \ \ I i II I . M I I I o° ° / I I I .• . •. \ I I I •• I Ba 04(481n•) I•� •+ INVIIEL•:'=; 958.E EL: 9 1 1 957 \ I i it 959 A5 • g59!�2 959 I � � C) Cfl I I v I I N6 5351 10 I I -X V � Z� 0 J w 2 T ( � i D C_ cf) rC o U 0 FU a W a� a� .nn w I I I Ir oOf �mJ= � .LL O OLua ca T w a a J - Lu w w -j LU Q >- d Z p wOj m v 0 >w Oww o w Z O O W U � z d � O 0, N Z- 0Z Q W O Z Lu W Q d ° d 2 0 O �00 wZW HO F < 2 U Q I I I N \ CN �mJ= � .LL O OLua ca T w a a J - Lu w w -j LU Q >- 960 I 19Q k9 CONSTRUCT SWALE i ,° \ \ \ pp 9 I I 9 o 4' BOTTOM AT 1 % W/ 4 :1 SLOPES \ i - 2.0 % / ° ° o \ CB -801 (48in) 95 3 I = 95 .2 rn i rn I ; _ 956 \ \ \ RIM EL. = 956.74 632 95 9539 LO i o INV. = 952.07 95� rn o - ,I > CB -802 (48in) 5q,2 I CB 701 481n) i LU \ I - i RIM EL. 957.73 RIM EL. = 956.74 s INV. EL. = 9 .80 0 632 333 6g�6 �$5'` INV. EL. = 953.73 I I I I i ' 9�' ° I i I I 960 • l 960 3• o . _..- ." ., ° v ° 5 9 )< 50' 5/ I SWALE START w . .e ° •------ - - - - -- - ----- - - - - -- - -- ------- - - - - -- - - - - ----- - - - - -- - - - -- J I I I I I I �I M H- Ig� - -- -- --- --- - - - - - - -- ----- -- - -- - -- I o - ------ - - - - -- -- - - - - -- - I I I STM. M 402 (96in) l I 1I] i i / RIM EL. 958.65 i co 960 I ID o \ 9�. 33 INV. EL. 951.00 N Z o 59$2 g399D J 960 939 k 93 , w = m r 2 z � a I I I J \ I \ \ I , n w I I ,V60 959 I m o m \ TO 955 ACCESSORY BUILDING / / Q Q C 00 z �- 17 9 583 S.F. // o o \ ' 952 F.F.E. = 960.0' - - \ SWALE END ELEV. = 951.0' \ \ 1 956 STORMWATER INFILTRATION BASIN °' to 00 BASIN BOTTOM = 947.0' I s � ; Y o HWL = 953.5' . - SWALE END ELEV. - 953.0' / `ALL 958 / \ 68 93g °�� / � 9 31� \ I �I � ' 9S9 / _ � 956 9s„ 955 954 955_ - 56 GRADING NOTES - 959 • CONTRACTOR TO CALL GOPHER STATE ONE CALL / �/ o/ OUTLET PIPE PRIOR TO BEGINNING GRADING OPERATIONS. / INV. = 953.0' / /� -_- _ I- -_ _ CONSTRUCT SWALE �. 958 /j / - 4' BOTTOM AT 1 °/ W/ 4:1 �' J 0 • CONTRACTOR TO VERIFY UTILITY LOCATIONS. - ° SLOPES . /I _ _ w • EXCESS TOPSOIL &STOCKPILE BECOMES / / EMERGENCY OVERFLOW /j �1- z PROPERTY OF CONTRACTOR AND SHALL BE \ / 954 ' < // �- _ - EL. = 956.0 / /� 946 ' w z DISPOSED OF OFF SITE. / / / // /jam - I� T T Q 1 z • ALL AREAS TO RECEIVE SEED OR SOD SHALL HAVE \ �� // / // lj -� J-- - ---- --- - - - - -� w O - / - -- EXISTING REGIONAL BASIN - - - - - -- IZ 6 OF TOPSOIL PLACED. LANDSCAPE ISLANDS - - - �- f / j /` I w O J a RECEIVING PLANTINGS SHALL HAVE 18" OF ----------------------- -- - - -' -- -- - - - - -- 956 _ LU • -- ------------------------- - - - - -- - - = - - -- { -T- _----- - - - - -- 1955 5g 4 _ // / �'� •� /�_ \. \�• '\ I I� U Z TOPSOIL PLACED. � /� - - - - - - - _ 953 / / �' / _ \ `�' ' z - - • ALL SPOT ELEVATIONS ARE TO TOP OF - - 958 - 57 - - - - 952_ �/ �� / \ �`" 0 40 80 ' J J z 9 956 951 950 / +� / - \ \\ -1 J J Q . 949 N.6 \ \ __ ___ ________ - - - -- - - - -- - CONCRETE, TOP OF BITUMINOUS, OR FLOW LINE _ =_955 g5� -_ -_ -_ �_ � � � � � � � � _ - - - - . - � g _ /r __ _ OF CURB &GUTTER UNLESS OTHERWISE NOTED. - 954 955 c------ - - - - -- -�� - _ ------ - - - - -- ---- - - - - -- -- - - - 956 _ - - - - -- - -- - - -- ` \ - -- -- . ° ___- ___- -- - --.-� 957 '958 - -- \ _� \ \` L SHEET NO - -� - --- - -_ _ -_ - - - - - -- . - - - - - - � �` 9 � 1 � 04.3 ___ ILlej 0 5B- MILLS \0115B0070 - Monticello \0115 007 O to e\ ADD \CIVIL \C04- GR- 0115B0070.dwg Plotted by:Mike Rude 7/19/2016 11:42:26 AM - Q-W1&4fDSETitSMMTN0'ZTIIdG LEGEND EROSION CONTROL NOTES 7 A SEED 0 ALL EROSION CONTROL BMP'S ARE TO BE IN PLACE PRIOR TO + + BEGINNING GRADING OPERATIONS. • 6" OF TOPSOIL ARE TO BE PLACED IN ALL AREAS TO BE SEEDED AND SOD SODDED. • ALL EXPOSED SOILS NOT BEING ACTIVELY WORKED FOR A PERIOD OF 7 ' 6�m' DAYS MUST BE TEMPORARY SEEDED AND MULCHED. I EROSION CONTROL BLANKET 0 TEMPORARY SEED AREAS AS NEEDED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SWPPP AND NPDES PERMIT. I I • IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO AMEND THE SWPPP LLLLLLLLL CONSTRUCTION ENTRANCE AS NEEDED AS CONDITIONS IN THE FIELD REQUIRE. LLLLLLLL • CONTRACTOR IS TO REMOVE THE EXCESS TOPSOIL FROM THE SITE. - - • ANY SEDIMENTATION OCCURING AS A RESULT OF CONSTRUCTION IN SILT FENCE THE STORMWATER POND OR STORM SEWER SYSTEM SHALL BE REMOVED PRIOR TO SUBSTANTIAL COMPLETION OF THE PROJECT. L4, RIPRAP WITH FILTER FABRIC SEE PLAN SHEET C1.0 FOR COMPLETE LEGEND OF HATCHES AND SYMBOLS I USED. O INLET PROTECTION � _ - - - - --- ------------------------------------------ - - - - -- + + + + 1+ 1+ • • 1 �\ + + + + + + 1+ �+ II�I111►1.. 1 + + + + + + +1 +1 + CLASS II RIPRAP � + + + + + + + 1± 1 +\ + + + + + + + + +1 +1 + GEOTEXTILE FILTER TYPE IV - - + + + + + + + + + + + + + + + + + + + + + + + + + + 1+ 1+ + + + + + + + + + + + + + + + + + + + + + + + + + + +1 +1 PER MnDOT STANDARD PLATE NO. 3133D + + + + + + + + + + + + + + + + + + 1+ I I I i + + + + + + + + + + + + + + , I , + +�, u GEOTEXTILE CLASS IV RIPRAP • PER MnDOT STANDARD PLATE NO. 3134D • .. I roam OWN _•: :: = °:: _•::alll ;11=- GG�III :: _:;__...�...1= .,,:_..._... _ _ I • �JI _. -:° — .:::= ::!>YIII _ _..!!1111 _ _..I�In, _ -= ::!!111 =• :'rlll = ■ "1 ■111 11 a Im _ !riiMIiW -:_ :�IIIG31i _ 11!I■iiirlie = -r �I!II�. :! ,�:: _•::. �!Illiii���: _•::_ II['t7 nip: IL ••••Jllil�:ii— :e._...rJlli�eee_ :_. Ili. _ — _ — -- ppp- ���•' �'�.�� :i °� • :: .- X1111 : : : =: �IT� ::�: _ �1: :� :: = :.r- �I::C ::: I ■. :, __ _ _1••�•••r _■ I - • l,rr'JI i ■i,��,l :M • �° 4 ��t�lilli ■_ _ ■�� jLIRr I II g till! ►�� l� ���� ��'ii -! . � �l ■c 4 ill Il$�lj�j��gilllj 1�• I'll � � � @ l� ' -::•! � 1� '� ��� ►� � � l� 1��� i ■iilj �I ���1� ?���• ��l l��l�i'ISiiI11 �,1� Illi��j�� s,ll�ll ►,�i�lljj� � •• • 11 %► $�i1fS, ! l Illy — � ,� �, Iiffil I _ � i0���� �yi ����jlllj -lji • 3 ■ SON CLASS IV RIPRAP' N ijl ;� ►����$�l�l ■iii ! 31� GEOTEXTILE �l ��� III i��Iliilil ! .0-'ER MnDOT STANDARD PLATE NO. 3134D l ,. ji� ► ;�.,� loll! ■l ..� ,� ._� ��V d �� ; �•'.�� _ �%�,•.� .�'s$!!!� 1 I it i �� t���. �► ��� 0 6m- i H ! � • . ,. .. - � ►�� . ��.i�i� :iii �' -�!!�� �jii �� ■ _ ►� �. �,w 71 "!h Sul 11011::�= s - ' �jlLtl�l ' r1 I�i • • • ' �jyiiii� �■ uL`d �ni �I I viii � � u■ i ^' �llil�� � • � 11 I I I �'>vjl — `iiiire `lii!i' its ��,�•v�w1A,w�a�w' f —•� ,Yjj •I, 1 • • • III — — _.._...�..._...� .�._ — -,_ �:..— — - -• = 'v�Ili — — �E:!1111. =- �IILrJIII �Ijj!rJill '! 1l�lp w� �l 1�l in !rAVp'.� _ —_ — l<1llIC ••1� _ !r _ — - 1® _ _..III _ ��� _ l! �i • . m �! III — Ile : III _III IIIF"i 1 9:1 / III e 1 1 ! 11 � i `1/.91 �1� : 11'�F�I�i>l�lu►➢irrrii� • l iiiiiiliiiI 111111° 196011 96 l' � 1 I I I Irn 1 / gg1 - w . 9100 W W m LO cp I I/ ll� • alp 'i I'`'I r • / i' \ r \ w \ 1 W i L0 0 V/ 1 NORTH / 0 80 160A SCALE ( IN FEET) � g STABILIZED CONSTRUCTION EXIT \ 0 Z_ H J O Z s C� v♦ W U) 0 i 0 w a� a� U U Q w h L - :AF: 0 Of Z ITEM DESCRIPTION UNIT O W a z o 1 o moo= 7 450 , c) 0 EACH o 3 m LO cp I I/ ll� • alp 'i I'`'I r • / i' \ r \ w \ 1 W i L0 0 V/ 1 NORTH / 0 80 160A SCALE ( IN FEET) � g STABILIZED CONSTRUCTION EXIT \ 0 Z_ H J O Z s C� v♦ W U) 0 i 0 w a� a� U U Q w h L - :AF: 0 Of Z ITEM DESCRIPTION UNIT O W a z o 1 cfl rn moo= 7 450 , c) 0 EACH o 3 EROSION CONTROL SUPERVISOR z OU)( 4 J z 3 5 �WQ ACRE 10.41 U Z Q SEEDING (PERMANENT) N wp0' 7 MULCH MATERIALTYPE 3 (TEMPORARY) CL Fn 20.8 8 \ zXLL Z ui a0LZ ¢ U)j0 o U o = I F 0 C w zF CLASS IV RIPRAP i \���� \� \ F o : o GEOTEXTILE FILTER TYPE IV w PER MnDOT STANDARD PLATE NO. 3134D / ,� �' \� \ \ \ W a <Q w / U co o 0 w co LD Of LU o • • L• , + + + + + a I / + ++ + + ++ + / + + + + ++ 1/ + + ++ / +��• N O + + + + + + + /+ IT + STABILIZED CONSTRUCTION EXIT I / // o + + + + + + + + + + / , I \ // z ° W L m LU + +o+ + + + + + + + a g ° + � + + + + I I Li L) CIO LU 0 co LLI co + + + /+ + + + + / / / / ¢O o U 0 + + + + + + -4 STABILIZED CONSTRUCTION EXIT ® J I\ ITEM NO. ITEM DESCRIPTION UNIT QUANTITY 1 SILT FENCE TYPE HD (TEMPORARY) S ( 0 ) LN FT 7 450 , 2 STORM DRAIN INLET PROTECTION (TEMPORARY) EACH 35 3 EROSION CONTROL SUPERVISOR LUMP SUM 1 4 STABALIZED CONSTRUCTION ENTRANCE (TEMPORARY) EACH 3 5 SEEDING (TEMPORARY) ACRE 10.41 6 SEEDING (PERMANENT) ACRE 6.47 7 MULCH MATERIALTYPE 3 (TEMPORARY) TON 20.8 8 FERTILIZER TYPE 2 (PERMANENT) POUND 1,941 9 HYDRAULIC MATRIX TYPE MULCH (PERMANENT) POUND 16,175 10 SEED MIXTURE 22- 111(TEMPORARY) POUND 318 11 SEED MIXTURE 25- 141(PERMANENT) POUND 382 12 EROSION CONTROL BLANKETS CATEGORY 3(TEMPORARY) SQ YD 12,575 13 SODDING TYPE LAWN (PERMANENT) SQYD 19,063 14 RANDOM RIPRAP CLASS 11 (PERMANENT) CU YD 75 15 RANDOM RIPRAP CLASS IV (PERMANENT) CU YD 125 16 GEOTEXTILE FILTER TYPE IV (PERMANENT) SO YD 520 J: \0115B- MILLS \0115B0070 - Monticello \0115B0070.000 -New Store \CADD \CIVIL \C05- EC- 0115B0070.dwg Plotted by: Mike Rude 7/19/2016 11:43:29 AM © 2016 WIDSETH SMITH NOLTING a O w Z J a �wz 2E °0 I— w O w U zLu LL a- U z Q J J _ z 0 o 0 2 2 2 W r ` SHEET NO. C5.0 J: \0115B- MILLS \0115B0070 - Monticello \0115B0070.000 -New Store \CADD \CIVIL \C05- EC- 0115B0070.dwg Plotted by: Mike Rude 7/19/2016 11:43:29 AM © 2016 WIDSETH SMITH NOLTING EROSION CONTROL NOTES TEMPORARY SEDIMENT BASINS NOTES I I I 0 Z • THE INTENT OF THE TEMPORARY SEDIMENT BASINS IS TO PROVIDE - • ALL EROSION CONTROL BMP'S ARE TO BE IN PLACE PRIOR TO BEGINNING GRADING OPERATIONS. TREATMENT OF OF THE RUNOFF BEFORE IT LEAVES THE J • 6" OF TOPSOIL ARE TO BE PLACED IN ALL AREAS TO BE SEEDED AND CONSTRUCTION SITE OR ENTERS SURFACE WATERS DURING THE I NORTH O w SODDED. CONSTRUCTION PHASE OF THE PROJECT. IF THE CONTRACTOR HAS I I \ Z — DIFFERENT MEANS OR METHODS THAN SHOW TO MEET THESE • / ALL EXPOSED SOILS NOT BEING ACTIVELY WORKED FOR A PERIOD OF 7 5 _ DAYS MUST BE TEMPORARY SEEDED AND MULCHED. REQUIREMENTS, THE CONTRACTOR SHALL SUBMIT A SKETCH TO THE I I • TEMPORARY SEED AREAS AS NEEDED IN ACCORDANCE WITH THE ENGINEER SO THAT THE SWPPP CAN BE CHANGED ACCORDINGLY. I A 0 80 160\ ~ cn REQUIREMENTS OF THE SWPPP AND NPDES PERMIT. I BASINS ARE SIZED AT MINIMUM TO PROVIDE 3,600 CUBIC FEET OF LIVE I I C STORAGE PER ACRE DRAINING TO THE BASIN. • IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO AMEND THE SWPPP \ I / SCALE ( IN FEET) I r (n AS NEEDED AS CONDITIONS IN THE FIELD REQUIRE. BASINS, SWALES, AND STABILIZED OVERFLOWS SHALL BE I I I CONSTRUCTED AND MADE OPERATIONAL PRIOR TO 5 OR MORE ACRES — / I I I I / • CONTRACTOR IS TO REMOVE THE EXCESS TOPSOIL FROM THE SITE. l • ANY SEDIMENTATION OCCURING AS A RESULT OF CONSTRUCTION IN ` ,�, OF DISTURBED SOIL IN ANY GIVEN DRAINAGE AREA. — I I I I I / / g / Q THE STORMWATER POND OR STORM SEWER SYSTEM SHALL BE \ \ i • TEMPORARY SEDIMENT BASINS THAT WILL BE USED AS PERMANENT J 1 r I/ I 1 / \ W J INFILTRATION BASINS SHALL HAVE ALL SILT REMOVED, SHAPED TO REMOVED PRIOR TO SUBSTANTIAL COMPLETION OF THE PROJECT. a) FINISH GRADE PROFILE, AND 12 OF THE BASIN BOTTOMS SCARIFIED I I I I\ \ SEE PLAN SHEET C1.0 FOR COMPLETE LEGEND OF HATCHES AND SYMBOLS PRIOR TO FINAL STABILIZATION OF THOSE BASINS. _ cn w USED. � 1 1.1.1 r�,�•,� � �� \ \ � cn _711vYVI D% - r_ _ ---- - - - - - - -- ------------------------------ - - - - -- -- - - - - -_ - - - - �-- ----- - - - - -- - -- ---_ -- -- - -- - - -- -- - - - -7 / ; • I I '� � TEMPORARY BASIN RIPRAP OVERFLOW t OVERFLOW ELEV. = 958.0 � ' �• •�-- .�.... .• ,PERMANENT BASIN OVERFLOW ' .... �_, • -- --.�� �- / � \ l - _ • • i i \\ 06'0 '� 8' WIDE & 2' DEEP CLASS III RIPRAP 946 ` 947 g48 :949 (SEE SHEET C6.9) II II i CONSTRUCT SWALE ( I ---) . 950 _ 951 _ 952 �_ I I I I rn -�- -- - --� _953 954 - - -_ e - -- ' ° 955 956 g57 _ �// / \� o z Q Q / / \ wOz co III I ;I g59 I - s �� I I III I PERMANENT STORMWATER BASIN J' p o w w ° • I I _____ � — i BASIN BOTTOM 948.0 �i --\ ° - z J BASIN OVERFLOW ELEV. = 951.0 •• • I 0 =--- -� BASIN VOLUME = 51,618 CU. FT. / � ` w o o ° ww _ - wz w 96 o LL -� i °mow PERMANENT STORMWATER BASIN I w Q l- \i BASIN BOTTOM = 950.0 m r w w BASIN OVERFLOW ELEV. = 953.0 I TEMPORARY SEDIMENT BASIN / f "m: \ $ i \\ ��� \ \y \. W Q Q o D BASIN VOLUME - 123,300 CU. FT. i \ \ BASIN BOTTOM = 957.0 0 :x;95 , g \� \ \� \ m Q0 w - \ • 41 BASIN OVERFLOW ELEV. = 958.0 DRAINAGE AREA 4 cn / / ��� `� \ ^ W � Q W l I �� I \ I 2.79 ACRES / / \ ��, = Q = _ `-' J �\ i _ I I BASIN VOLUME = 54,897 CU. FT. �a� \ \ \ _ � � ` i * N � I III ; ; �-� •\ co 1 / O rn I I / i V) 0) LLI t I III 1 / IV 954 m 1 1 II/ I II TI -- — - - - - - -- 96 -- • c O \ \ \\ / - ;�� I II 11 I I I� I DRAINAGE AREA 1 D g61 I DRAINAGE AREA 2 r I I I / I 1 li I I I i I 12.62 ACRES i 7.31 ACRES \ W I 1 / / / > / \ I I �6 1 / III \\ \l / �` / \` �/ / ° PERMANENT BASIN OVERFLOW SEE SHEET C6.12 ' I f / CD z o O TEMPORARY SEDIMENT BASIN 1 / BASIN BOTTOM = 952.0 I I I J/ / z a W m DRAINAGE AREA 3 _ 1 Q 2 o (_-• I \ �� I \l \ \ \ \� I I +I* I J I 2.26 ACRES BASIN OVERFLOW ELEV. - 955.0 I / d E BASIN VOLUME - 9,969 CU. FT. I / `, m w ui -1 5 U z I\ 1 S I I Q m 0 '^ co CL 0 / CONSTRUCT SWALE I I I I — i i - 962 ' ;'.'. , ; TEMPORARY BASIN RIPRAP OVERFLOW \ �`" OVERFLOW ELEV. = 955.0 I CD I I °' 18' WIDE & 2' DEEP CLASS III RIPRAP Lv \ �111II 4 I�9 — \ / I/ `\\ L---- Ll - - -- 960 959- o U \ I I I I I I ] I 958 \ • s �,� / / _ �� \ \/ \\ \ J � Z 1 I \ \ W U) z W LL cn II I III III ,�/ \�I� Ilfl II �D- o w °w a � � U — o ��� J�z LU �� JI11111 I \�\�� /� /�/ 1z \\ SHEET NO. J: \0115B- MILLS \0115B0070 - Monticello \0115B0070.000 -New Store \CADD \CIVIL \C05- EC- 0115B0070.dwg Plotted by:Mike Rude 7/19/2016 12:06:36 PM © 2016 WIDSETH SMITH NOLTING • I • I I I I I li • • • • • • • • • • • • • • • • • • • • • • i I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I T — I I I I I I I I I I I I I I I I I I I I I I 1 E i v c Z v D cn U x I I I I I I I I I I I I I I CO. L------------------------- I I _I I 7 I I I 76)AI I T • `�� . I ; � I� I r---------------------------- - - - - -- --I L--------------- - - - - -- '- - - -- � I �� I I I• I I I n I ' - - -1 Fill 1111 11 C/) I 1 J. - I � CO I I . I I I I I - FIRE LANE (TYP.) I FIRE LANE (TYP.) 24" STM. S. 24" ACCESSORY BUILDING 17,583 S.F. F.F.E. = 960.0' 7. I 1 I I I I I I I I MILLS FLEET FARM JL I I I — I 1653296 S.F. II - - -- - - - -- ---- - - - - -- F.F.E. = 961.0' ' I I : 4'! wAT • I I ° I ��b III III �� S IJ FIRE DEPARTMENT CONNECTION �� II11�!111 I • FIRE LANE (TYP.) ww�+ww.�.wwwawwwwww w�wwwswowwwr�aweaiw wwww�.a��iww�+wacwwwa �ewRSa�swaiwwo�s.a��+w�ad UMC IN — I I I I I I I ° ' I I 1 I I I I I r- ! I I 1 • I I . I I _ J _ � I I I I I I �0 I I I I ' — I I I — I I I I I I I I. U 0 CIF U) rn STM' S. I I ------ - - - - -- - -- U) I 00 J 0 I z 00 � y co V ♦ U 2 N ` i U Q �o - • � I • I I I I I I I • • • • • • • • • • • • • • • • • • • • • • i I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I T — I I I I I I I I I I I I I I I I I I I I I I 1 E i v c Z v D cn U x I I I I I I I I I I I I I I CO. L------------------------- I I _I I 7 I I I 76)AI I T • `�� . I ; � I� I r---------------------------- - - - - -- --I L--------------- - - - - -- '- - - -- � I �� I I I• I I I n I ' - - -1 Fill 1111 11 C/) I 1 J. - I � CO I I . I I I I I - FIRE LANE (TYP.) I FIRE LANE (TYP.) 24" STM. S. 24" ACCESSORY BUILDING 17,583 S.F. F.F.E. = 960.0' 7. I 1 I I I I I I I I MILLS FLEET FARM JL I I I — I 1653296 S.F. II - - -- - - - -- ---- - - - - -- F.F.E. = 961.0' ' I I : 4'! wAT • I I ° I ��b III III �� S IJ FIRE DEPARTMENT CONNECTION �� II11�!111 I • FIRE LANE (TYP.) ww�+ww.�.wwwawwwwww w�wwwswowwwr�aweaiw wwww�.a��iww�+wacwwwa �ewRSa�swaiwwo�s.a��+w�ad UMC IN — I I I I I I I ° ' I I 1 I I I I I r- ! I I 1 • I I . I I _ J _ � I I I I I I �0 I I I I ' — I I I — I I I I I I I I. U 0 CIF U) rn STM' S. TQ I / I / I z / I / r co I / . I U5 / -------- - - - - -- i FIRE LA E (TYP.) / U / c m r7 , N / AIL / I'll ------ - - - - -- - -- U) 00 J 0 [n z 00 TQ I / I / I z / I / r co I / . I U5 / -------- - - - - -- i FIRE LA E (TYP.) / U / c m r7 , N / AIL / I'll 6'' LQ / o a) aw Z o Of c) lA ww > Z / ° OZ i-U) Z ,n) C-6H W Z75 �0 ' ' • / ' Q w O Z Li KCARWASH i a ° o 4,905 S.F. .:;_` r / 0 ° W U W o I F.F.E. = 961.0' ' / mOf¢� Uj =Q =_ cn H./ � / ,b ,/ %•• z ' ' S 0 - -- --------- - - - - -- - -- - -- - -�` -� I /i o S Z 0 Of CO J ICJ 18" STM. S] i `o 24" STM. S. > W co* O o c� 13LF -18" STM. S. @ 0.5% \\ \\\ O o INV. = 951.29 \\ ' ° \ / o z O O 0 co W C0 U) ® * • . a+ . ig © @ 0 / Z CO > O o CO 0 W r Q CO EXISTING 10" SANITARY SEWER STUB m W INV. = 935.5' �/ o CO W FIELD VERIFY INVERT AND SIZE ; o Q < = o / ci D !n o U / / FIRE LANE (TYP.) _• `� /hb � / U O j J Q ULI J cn Z a 18" S I w Z >- NORTH Q H I LL � J / LU _ I W O - LLI J c' / 0 60 120 LL 0 U Q a I J J Z W cn / / SCALE ( IN FEET) J J O > /C-) I 2 2 O �y / / I SHEET NO. cn C6.0 / \ J:\01 - MILLS \0115B0070 - Monticello \011 B0070.000 -New Store \CADD \CIVIL \C06- UT- 0115B0070.dwg Plotted by:Mike Rude 7/19/2016 11:44:30 AM © 2016 WIDSETH SMITH NOLTING z� J 0 w z � y co V ♦ U 2 N ` i U Q �o - ,,W^^ V! � N a� ILL] 6'' LQ / o a) aw Z o Of c) lA ww > Z / ° OZ i-U) Z ,n) C-6H W Z75 �0 ' ' • / ' Q w O Z Li KCARWASH i a ° o 4,905 S.F. .:;_` r / 0 ° W U W o I F.F.E. = 961.0' ' / mOf¢� Uj =Q =_ cn H./ � / ,b ,/ %•• z ' ' S 0 - -- --------- - - - - -- - -- - -- - -�` -� I /i o S Z 0 Of CO J ICJ 18" STM. S] i `o 24" STM. S. > W co* O o c� 13LF -18" STM. S. @ 0.5% \\ \\\ O o INV. = 951.29 \\ ' ° \ / o z O O 0 co W C0 U) ® * • . a+ . ig © @ 0 / Z CO > O o CO 0 W r Q CO EXISTING 10" SANITARY SEWER STUB m W INV. = 935.5' �/ o CO W FIELD VERIFY INVERT AND SIZE ; o Q < = o / ci D !n o U / / FIRE LANE (TYP.) _• `� /hb � / U O j J Q ULI J cn Z a 18" S I w Z >- NORTH Q H I LL � J / LU _ I W O - LLI J c' / 0 60 120 LL 0 U Q a I J J Z W cn / / SCALE ( IN FEET) J J O > /C-) I 2 2 O �y / / I SHEET NO. cn C6.0 / \ J:\01 - MILLS \0115B0070 - Monticello \011 B0070.000 -New Store \CADD \CIVIL \C06- UT- 0115B0070.dwg Plotted by:Mike Rude 7/19/2016 11:44:30 AM © 2016 WIDSETH SMITH NOLTING / / / / / / / / / / / / / / / / / / / / / / / / / / / � v / Vj El � O a J CO / 900 6" DIP BEND GJ % 141 LF - 6" WATERMAIN , o i / MAINTAIN 1.5' MIN. / / VERT. SEPARATION i ..:.tip •� 't 4: 1 •- 111 •': CO J / C-3 6" X 6" DIP / TEE 1-) XO° / / J ci / CID C / CONNECT TO EXISTING 6" W/M STUB % I: 0 +48.02 ELEV.- 949.8' (FIELD VERIFY) - 0+// 6" GATE VALVE & BOX W/ ADAPTOR �, / Sri / 6" x 45° DIP BEND CO 970 965 955 950 945 m 935 930 co rl- LO rn C.� W 22LF -6" WM /i a "• ;• �'; , °/� TOP 6" WM = 952.5 , CARWASH 4,905 S.F. G F F = QF1 0, 96 SQ. FT. - 2" THICK INSULATION (4' WIDE) . r. HYDRAI 6" GATE VALVE & BOX W/ ADAPT( (SEE EXTERIOR BOLLARD PL) @ HYDRANT DETA /\ 96 SQ. FT. - 2" THICK INSULATION (4' WIDE) `�7 q gT�cR PI: 3+79.1 MglN 3 +50.9 CARWASH WATERMAIN Me 0, I 6" x 45° DIP BEND � K---- - 0 30 60 SCALE ( IN FEET) 0 Z EZ N H J Oc: w Z a� U N U � Q W Cn a� 'un EZ ILL! Of z d Z 0 Of rn c) 0 � 1> w o Z wW OjZ U I-�Z J m mow¢ U E Z Q o Q 0 W p O � U) }Uo K W Z j W O -�Z ~ Q N 0 0 O LL p F O O C) W EXISTING GRADE PROFILE N Z 3: X0000} W W N V F- ,f <o0 D lif N Z 0 v CL w FINISHED GRADE PROFILE w �a~J U < w Q _ U_ co _ o CN } } m W m ao m W CO Z ?: o U Z 955 0 o z O a Of U U W U cn Z O z 15" ST . S. TOP OF BEND TOP OF BEND TOP OF TEE 949.5 949.8 24LF -6" WATERM . IN rn 948.1 94LF -6" ATERMAI — — TERMAIN 77LF -6" WATERM IN 1 8LF-6" W TOP VIM = 949.8 z CONNECT TO EXISTING 6" W/M STUB TOP WM =9 7.3 0 Q ELEV.- 949.8 (FIELD VERIFY) Q a w co z 2 In 00 lt co r- rl- m CD ti Co ti co 00 I,- r` m LO O M N m O V) Cfl N r` In CO co co O N 00 O m N co co co co m to r r, co co co co � r` LO LO ti ti CO ti 00 ti oo ti ao ti 00 00 ao 00 00 ao CO 00 �j r` LO ti 00 m IL 0) IL rn IL m IL m L rn� m rn rn � LO rn 0) rn m � m 00 m m d7 m m 0) m � rn Gi � U U W U W C7 W C7 W U W C� 0 W U (j W C� (D W U 0 W C� (D W C� 0 W C� (D W U U W U Ur W U U' W C� (D W U (D W (� (D W C� (D W U (D W LL IL IL IL IL IL IL IL IL IL IL IL IL IL IL IL 0 Z EZ N H J Oc: w Z a� U N U � Q W Cn a� 'un EZ ILL! 970 Of z d Z 0 Of rn c) 0 � 1> w o Z wW OjZ U I-�Z J m mow¢ U E Z Q o Q 0 W p O � U) }Uo K W Z j W O -�Z ~ Q N 0 0 O LL p F O O C) W F � U N Z 3: X0000} W W N V F- ,f <o0 D lif N Z 0 v CL w 0000 Of Q w �a~J U < w Q _ U_ co _ o CN } } m W m 0 m W CO Z ?: o U Z 955 0 o z O a Of U U W U cn Z O 970 W W� W 965 Q 0 m a O O 0 O O N Z 3: O 960 N Z o m U) co o } m W m 0 Ljj W CO Z ?: o U Z 955 0 o 950 945 940 935 930 z C1 O IL 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 4 +98 J: \0115B- MILLS \0115B0070 - Monticello \0115B0070.000 -New Store \CADD \CIVIL \C06 -UT- 115B0070.dwg Plotted by:Mike Rude 7/19/2016 11:44:35 AM © 2016 WIDSETH SMITH NOLTING Q U ~ J O W � w z I w a o w 0 ILL 0- U U) U) P: J J z J J O �W SHEET NO. C6.1 z w Q - -� - - -� IIGS�III I I IL I —r --- in ----- ; 8 "X8 "DIP TEE 8" X 6" REDUCER 62LF - 6" WATERMAIN 6" GATE VALVE & BOX W/ ADAPTOR HYDRANT (SEE EXTERIOR BOLLARD PLAN @ HYDRANT DETAIL) 0 0 NX 0 4 Lm 0 0 ° 0 0 ° D ° ° � o an i ZI I Q I � I w I � Q G I 00 I I I I I I I INSTALL HYDRANT & VALVE FROM SALVAGE 8 "X6 "TEE 61-F - 6" WATERMAIN I � I N I I I I 8" X 6" DIP CROSS 6" X 4" REDUCER :4" GATE VALVE & BOX W/ ADAPTOR e 25LF - 4" WATERMAIN 4" PLUG SEE SHEET C10.0 FOR WM RISER DETAIL qp 0 ° ° o n° 1 W 8" WATERMAIN 8" WATERMAIN ------------------------------------- - - - - -� r - - -- ---------------------------------------------- - - - - -' 96 SQ. FT. - 2" THICK — i INSULATION (4' WIDE) MAINTAIN i I ! V SEPARATION BETWEEN WM& STM 6" GATE VALVE & BOX W/ ADAPTOR I tiYO 44LF - 6" W/M PIPE L ------ J HYDRANT (SEE EXTERIOR BOLLARD PLAN @ HYDRANT DETAIL) L 0 U L L O U v L c11'-? r✓� _ SALVAGE HYDRANT & GATE VALVE CONNECT TO EXISTING 10" D.I.P CL 52 10" X 8" REDUCER ELEV. - 948.5' (FIELD VERIFY) 01 RETAIL STORE WATERMAIN MIN= 0 30 60 SCALE ( IN FEET) 8" x 45° DIP BEND 970 ° , rn - ° — �>� Oof w W O z ° o U I-�Z 0 0 C, w W Q U Z Q o 945 0_ � c") U } N m ® co') i w w Z ~ Q a N N a- N z 0 O w F ( O O Z W ° F2Utt U J 00 FINISHED ° PROFILE D w 0 va2� CL U) ° mOfQ� w ED m �a~J U Q U ° o n° 1 W 8" WATERMAIN 8" WATERMAIN ------------------------------------- - - - - -� r - - -- ---------------------------------------------- - - - - -' 96 SQ. FT. - 2" THICK — i INSULATION (4' WIDE) MAINTAIN i I ! V SEPARATION BETWEEN WM& STM 6" GATE VALVE & BOX W/ ADAPTOR I tiYO 44LF - 6" W/M PIPE L ------ J HYDRANT (SEE EXTERIOR BOLLARD PLAN @ HYDRANT DETAIL) L 0 U L L O U v L c11'-? r✓� _ SALVAGE HYDRANT & GATE VALVE CONNECT TO EXISTING 10" D.I.P CL 52 10" X 8" REDUCER ELEV. - 948.5' (FIELD VERIFY) 01 RETAIL STORE WATERMAIN MIN= 0 30 60 SCALE ( IN FEET) 8" x 45° DIP BEND 970 965 Z 0 WOj rn w �>� Oof w W O z 950 Oj- U I-�Z J 0 C, w W Q U Z Q o 945 0_ � c") U } N m co') i w w Z ~ Q a N N a- N z 0 O w F ( O O Z W Z F2Utt U J 00 FINISHED GRADE PROFILE D w 0 va2� CL U) ui mOfQ� w ED m �a~J U Q U Q W U CO z � 1 C z Z m H } � O U � 0- m Z UJ J 0 —1 W Q EXISTING GRADE PROFILE z 0 r"N 960 cn J J a U w H U W A Z O — — — ; O U 955 TOP OF TEE TOP OF CROSS TOP OF BEND CONNECT TO EXISTING 10" W/M STUB 951.41 00 951.52 951.51 ELEV.= 948.5' (FIELD VERIFY) 153LF -8" WATERMAIN 23 LF -8" WATERMAIN 950 -8° ATERMA N 6" SAN. S. Z O_ 945 w Z 940 CO CO Il- co M 00 m � 00 Lf� CA O lf) O Lq 00 co U? (D O (p co 1- U-) U-) O O U-) CO O U") d. O U") M O U-) N O U-) O U-) O O U-) O O U-) O 00 O lfi rn U m m rn m U m U m M LO O M LO O 0) O 0) O O CO O M O M O M O m rn O O O O o0 O O 0o rn� O a0 O a0 O C:> ti cs rn U- LL rn LL LL rn LL rn LL rn LL O rn O co rn O O rn(0 O rn( O rn(0 O O CO rn( O rn O co rn O m O e rn( O O rn O m O e m O e rn O co O C� w 0 w 0 w U w 0 w 0 w 0 w 0 w U U w U U w U U w 0 U w 0 U w 0 U w 0 U w U w U w 0 w 0 w 0 w U w w 0 (D w 0 0 w (D U w 0 (D w 0 L- LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL U- 0+00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5 +50 6 +00 o ZEZ a� 0 0 J Oc: w Z 2 a� U a� U i Q W a� 'un EZ w 955 Of° z� 0- Z 0 WOj rn w �>� Oof w W O z 950 Oj- U I-�Z J 0 C, w W Q U Z Q o 945 0_ � c") U } N m co') i w w Z ~ Q a N N a- N z 0 O w F ( O O Z W Z F2Utt U J 00 W CN T �oJ= V D w 0 va2� CL U) ui mOfQ� w ED m �a~J U Q U Q W U CO z � 1 C z Z m H } � O U � 0- m Z UJ J 0 —1 W Q z LL z 0 r"N cn J J cn J J a U w H U W A Z O 955 w W� 950 970 0 945 O O 0 O 965 a N N > O m Z o U J O 940 Q co o w } ED m w w m 960 Q W U CO z � 1 0 Y U = z Z m H D � O U � 0- O 955 950 945 Q ~ U J O 940 w w z LaL H G- G U) w 0- O Z UJ J 0 —1 W Q z LL U r"N cn J J cn J J I= Z O w H SHEET NO. C6.2 J: \0115B- MILLS \0115B0070 - Monticello \0115B0070.000 -New Store \CADD \CIVIL \C06- UT- 0115B0070.dwg Plotted by:Mike Rude 7/19/2016 11:44:40 AM © 2016 WIDSETH SMITH NOLTING z CO Of 965 0 L�j -i 960 955 950 945 940 LO 0 ao rn W w W� w H Q O O 970 � o o z o N > O N U m � Q m 965 m m m W Z I I _ ° _ d Z 0 I I D c) I I I O ®D Z U V, MILLS FLEET FARM I I D 165,296 S.F. v I ° p° F.F.E. = 961.0' I - I Z cr- - v I GCQ D p SEE SHEET C10.0 Qp ° FOR FIRE RISER DETAIL ° g 8" WM I _ I 60 I I I p I D I I o v I I D I ° _ v v I I I I I L--------------------------------------------------------------------------------------------------------------- - - - - -- 8" WATERMAIN I I L- 7r-. ------------------------------------------------------------------------------------------------------------- I I x D I • s d L d a d• . d -� d . _ a a d •♦ a 1 30 .1 SCALE ( IN FEET) � C W I I 1- 6" GATE VALVE & BOX W/ ADAPTOR 22.50 DIP VERTICAL BEND (SEE EXTERIOR BOLLARD PLAN Li @ HYDRANT DETAIL) - - - - -� –� -- - - - - -- ------------------------------------------ - - - - -- - - - -- – ------ - - - - -J ------ -------------------------------------- +,-� ---------------------------------------- 8" PLUG d I I I I I 8 "X6 "TEE 6" GATE VALVE &BOX W/ ADAPTOR 39LF 6" WATERMAIN 4 HYDRANT (SEE EXTERIOR BOLLARD PLAN @HYDRANT DETAIL) SOUTH WATERMAIN 1 970 1 1 - 8" GATE VALVE &BOX W/ ADAPTOR � 1 - 8" X 6" REDUCER I FINISHED GRADE PROFILE EXISTING GRADE PROFILE — — — — — - - TOP OF BEND - -- —Z - - - - -- -- - - - - -- - - - - -- 36 "STM.S. 951.1 TOP OF BEND 2 TOP OF BEND TOP OF TEE 60 951.6 WM 951.51 951.6 950.9 950.9 37 LF -8" WA ERMAIN 15LF 8" WATE MAIN 174LF -8' WATER AIN 38LF WATERM IN 51 LF -6" ATERMAI TOP OF TEE TOP OF TEE �T 8" x "TEE 951.6 951.6 " WAT - RMAI -N Z_ w co O Cfl co co co co co co co co co Cfl Cfl (fl (fl co co co N M � co O O 00 N N 00 lf) co lf) 00 lfD � lf') O lf") CO Lf') It lf') N l(') co lf") � Lf") CO lf') � lf) 00 lf) LO Lf") N lf') O lf') LO lf") 7 Lf") CO L(') O � M Ln 1- N U') co co N ti r � 00 q* 00 Nt CO N 't N O 'T t, d' N O CD � o r- o CQ o CD o � o LO o LO o Ln o LO o M o LO o (0 o CD o F- o 00 o 00 o 0) o ° o O 0 O O � o � o � ai - ai - ai - ai � ai � ai r' ai � ai o rn o pj o ai U*) U') u7 u7 � � u7 � � u7 u7 � � u7 � � � co o cfl cfl cfl co co co � m co cfl co co co co co (� o rn o rn o rn o rn o rn 0 rn o rn 0 rn o rn 0 rn 0 rn o rn o rn o rn o rn o rn o rn o rn o rn o rn o rn 0 rn 0 rn� rn� rn� rn� rn� rn� rn� rn� rn� rn� rn O 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 O O 07 07 07 07 O � 07 O O 07 07 07 O U� W C7 W C7 W U� W C7 W C7 W C7 W C� W CD W C� W C7 W C9 w (7 W U� W C7 W C9 W CD W C7 W (� W CD W CD W U' W U� W CD W CD W C7 W CD W CD W C� W C� W (9 W C9 OfZ� d Z 0 rn WOj c) 0 � OW> w O w w Z U Oj( 950 I-�Z J C, w W Q U Z Q o W 945 U) } c O D W w Z J w O Z ~ Q �z,-� 0 J J ( ° �c w C—) pew � .. W Lu F W U CN X0000} W woJ= W V D w 0 va2� CL U) ui mOfQ� W �a~J : _ _ U LU Q _ U_ CN U � � O } m � LL � m � � J J Z H' co z O a Of U W Z O Of I I 1- 6" GATE VALVE & BOX W/ ADAPTOR 22.50 DIP VERTICAL BEND (SEE EXTERIOR BOLLARD PLAN Li @ HYDRANT DETAIL) - - - - -� –� -- - - - - -- ------------------------------------------ - - - - -- - - - -- – ------ - - - - -J ------ -------------------------------------- +,-� ---------------------------------------- 8" PLUG d I I I I I 8 "X6 "TEE 6" GATE VALVE &BOX W/ ADAPTOR 39LF 6" WATERMAIN 4 HYDRANT (SEE EXTERIOR BOLLARD PLAN @HYDRANT DETAIL) SOUTH WATERMAIN 1 970 1 1 - 8" GATE VALVE &BOX W/ ADAPTOR � 1 - 8" X 6" REDUCER I FINISHED GRADE PROFILE EXISTING GRADE PROFILE — — — — — - - TOP OF BEND - -- —Z - - - - -- -- - - - - -- - - - - -- 36 "STM.S. 951.1 TOP OF BEND 2 TOP OF BEND TOP OF TEE 60 951.6 WM 951.51 951.6 950.9 950.9 37 LF -8" WA ERMAIN 15LF 8" WATE MAIN 174LF -8' WATER AIN 38LF WATERM IN 51 LF -6" ATERMAI TOP OF TEE TOP OF TEE �T 8" x "TEE 951.6 951.6 " WAT - RMAI -N Z_ w co O Cfl co co co co co co co co co Cfl Cfl (fl (fl co co co N M � co O O 00 N N 00 lf) co lf) 00 lfD � lf') O lf") CO Lf') It lf') N l(') co lf") � Lf") CO lf') � lf) 00 lf) LO Lf") N lf') O lf') LO lf") 7 Lf") CO L(') O � M Ln 1- N U') co co N ti r � 00 q* 00 Nt CO N 't N O 'T t, d' N O CD � o r- o CQ o CD o � o LO o LO o Ln o LO o M o LO o (0 o CD o F- o 00 o 00 o 0) o ° o O 0 O O � o � o � ai - ai - ai - ai � ai � ai r' ai � ai o rn o pj o ai U*) U') u7 u7 � � u7 � � u7 u7 � � u7 � � � co o cfl cfl cfl co co co � m co cfl co co co co co (� o rn o rn o rn o rn o rn 0 rn o rn 0 rn o rn 0 rn 0 rn o rn o rn o rn o rn o rn o rn o rn o rn o rn o rn 0 rn 0 rn� rn� rn� rn� rn� rn� rn� rn� rn� rn� rn O 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 07 O O 07 07 07 07 O � 07 O O 07 07 07 O U� W C7 W C7 W U� W C7 W C7 W C7 W C� W CD W C� W C7 W C9 w (7 W U� W C7 W C9 W CD W C7 W (� W CD W CD W U' W U� W CD W CD W C7 W CD W CD W C� W C� W (9 W C9 d d 0 J w I II — r,° I I � cn_ I I a� o I I I I � Q I - I LU OfZ� d Z 0 rn WOj c) 0 � OW> w O w w Z U Oj( 950 I-�Z J C, w W Q U Z Q o W 945 U) } c O D W w Z J w O Z ~ Q �z,-� 0 J J ( ° �c w C—) pew � .. W Lu F W U CN X0000} W woJ= W V D w 0 va2� CL U) ui mOfQ� W �a~J : _ _ U LU Q _ U_ CN U � � O } m � LL � m � � J J Z H' co z O a Of U W Z O Of W U U' W W W LL L LL L LL L LL L LL L LL L LL L LL L LL L LL L LL L LL L LL L LL L LL L LL L LL L LL L LL L LL L LL L LL L LL L LL L LL L LL L LL L LL L LL L LL L LL L LL L LL. 0 014 LIL 955 OfZ� d Z 0 rn WOj c) 0 � OW> w O w w Z U Oj( 950 I-�Z J C, w W Q U Z Q o W 945 U) } c O D W w Z J w O Z ~ Q �z,-� 0 J J ( ° �c w C—) pew � .. W Lu F W U CN X0000} W woJ= W V D w 0 va2� CL U) ui mOfQ� W �a~J : _ _ U LU Q _ U_ CN U � � O } m � LL � m � � J J Z H' co z O a Of U W Z O Of 0 014 LIL 955 950 945 Q ~o J J � � .. W W z H 940 Lli � U Z Q D U � � O 2 U m � 0 014 LIL 955 950 945 Q ~o J J � � .. W W z H 940 � w o z J � W Q LL � U � � J J Z H' i +00 6 +50 7 +00 7 +50 8 +00 8 +50 9 +00 9 +50 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +34 SHEET NO. C6.3 J: \01156- MILLS\ 011560070 - Monticello \011580070.000 -New Store \CADD \CIVIL \C06- UT- 0115B0070.dwg Plotted by:Mike Rude 7/19/2016 11:44:46 AM ©2016 WIDSETH SMITH NOLTING W 6" WATERMAIN 8 "X8 "TEE I/ CONNECT TO EXIST. 6" D.I.P. STUB , 8" x 6" REDUCER' ` 8" GATE VALVE & BOX W/ ADAPTOR 4V c� U J a / CONNECT TO EXISTING 10" PVC SANITARY SEWER / INV. = 936.5 FIELD VERIFY SIZE, MATERIAL, AND INVERT OF EXISTING STUB 13 LF - 10" SAN. SWR. PIPE WITH CLEANOUT MC. O \\ Qom• � 8" x 45° DIP BEND / o// \\ -I \ \ \ \ PI: 0 +93.54 8" x 45° DIP BEND \ \ \ Op\\ \ \\ TFR \\ \ 4 I --k 0 ' ... A . a 8" x 6" DIP TEE 6" GATE VALVE & BOX W/ ADAPTOR HYDRANT 36LF - 6" WATERMAIN \ 3'`00 \ \ \ \\ \ \\ \ \\ \ \ \\ \ \\ \ \ \ \ \\ 8" x22 2 ° DIP BEND PI: 3 +51. E 4 +00 8" WATERMAIN I I 1 1 1 1 96 SQ. FT. - 2" THICK INSULATION (4' WIDE) 5 +00 6 +00 MINNIE iJ NONE NEMESIS NORTH WATERMAIN AND SANITARY SEWER STUB I I I I I i I I I I a p NORTH C 0 30 60 a SCALE ( IN FEET) J I I o � I I I c _ I I o I T I cD ° o 0 i om o I o 00 i o I _ I I I c PROFILE I 0 0 MILLS FLEET FAR 0 0 1659296 S.F. D F.F.E. = 961.0' D CD 0 C �E Lf - - - - -- 'l L 4 t a 970 965 FINISHED GRADE PROFILE EXISTING GRADE PROFILE 960 _ - -- - -- -- - - - - -- -- - - - - -- _ -- w 955 0 30' STM. S. z 950 ao 160LF -8' WAT A 80LF -8" ATERMAI 2 8LF 88 W � -ERM�` 54LF -8" WAT RMAIN 945 CONNECT TO EXIST. 6" D.1 P. Q� 941.5' (FIELD VERIFY) 940 M Ln m r N 00 I-- N co 7 m (0 M � o) It � N (o O C0 (o O 0') (o O N (0 O LO LO O 00 (o ti 't 00 co Lfl N (0 00 Ln M fl_ 00 co 00 M co O Co Ln M N (o 00 M Co O � 0-) N CO � d (.0 LO � 0) LO Lf) rn (0 V) co fl- LO C0 fl- In C6 00 In C0 00 Ln C0 00 In r" 00 Ln � 00 LO � 00 LO 00 00 Liz 00 00 LO 00 00 Ln � 00 LO LO M 00 LO LO M M LO M M Ln 0) M LO M O co 00 O (0 00 O (D 00 O CO 00 O CO 00 f (0 00 r' co m r (0 m CO � (D Lo Lo M LO Lo Lo Lo Lo Lo Lo Lo Lo Lo Lo Lo Lo Lo Lo Lo Lo Lo w w U W 0 W 0 W U W U W (D W (D W (D W 0 W 0 W 0 W V C� W V C� W V U W V (D W V U W V U W V U W V (D W V U W V U W V U W V 0 W V C� W V (D W U LL LL LL LL LL LL LL LL LL LL LL U- U- LL LL LL LL LL LL LL LL LL LL � LL LL 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5 +50 6 +00 6 +50 row 8" x 45° DIP BEND W-11 965 •.1 Z a� o J 0� w Z 2 a� y V! � U N 2 U Q W a� 'un ILL] MWLDZ rn �>� o Oof w Z ww Oj3 U I-�Z J w W Q U 1� Z Q o 0 - O , �O N }�, < Of j W w Z ~ W O Z Q N� CL O w F- Wo � � W F2U;t X0000} W W N �- J- V Z) Ir v <ow 0 CL w >- of _ W � U) _ U U_ Q _ � H H � C } m Z O a U U U) U U Z O w w W� w O O 0 N o N Z O _ � O N O m Z (7) r Q m O ED w ED w CO 0 00 Lu Z 2 0 W Z Q U w m 955 950 945 Q cn J ~O w J U) 940 w z o U- ^i a U) w P1 LU O UJ 0 —1 J 0� LU Q z LLIZU cn U) I= w J J Z H J J O Q SHEET NO. C6.4 J: \0115B- MILLS \0115B0070 - Monticello \0115B0070.000 -New Store \CADD \CIVIL \C06- UT- 0115B0070.dwg Plotted by:Mike Rude 7/19/2016 11:44:51 AM © 2016 WIDSETH SMITH NOLTING OfZ� w W� w O O 0 N o N Z O _ � O N O m Z (7) r Q m O ED w ED w CO 0 00 Lu Z 2 0 W Z Q U w m 955 950 945 Q cn J ~O w J U) 940 w z o U- ^i a U) w P1 LU O UJ 0 —1 J 0� LU Q z LLIZU cn U) I= w J J Z H J J O Q SHEET NO. C6.4 J: \0115B- MILLS \0115B0070 - Monticello \0115B0070.000 -New Store \CADD \CIVIL \C06- UT- 0115B0070.dwg Plotted by:Mike Rude 7/19/2016 11:44:51 AM © 2016 WIDSETH SMITH NOLTING SHEET NO. C6.4 J: \0115B- MILLS \0115B0070 - Monticello \0115B0070.000 -New Store \CADD \CIVIL \C06- UT- 0115B0070.dwg Plotted by:Mike Rude 7/19/2016 11:44:51 AM © 2016 WIDSETH SMITH NOLTING 0 0 11 30 •1 6.— SCALE ( IN FEET) 8" x 8" TEE 8" X 6" REDUCER 450 DIP BEND 6" GATE VALVE & BOX W /ADAPTOR 8" x 6" TEE HYDRANT 6" GATE VALVE & BOX (SEE EXTERIOR BOLLARD PLAN W/ ADAPTOR @ HYDRANT DETAIL) HYDRANT 25LF - 6" WATERMAIN (SEE EXTERIOR BOLLARD PLAIN @ HYDRANT DETAI 18LF - 6" WATERMA xc ti I __ __ __ _ --------- - - _ _ - _ _ - - _ - - - -. 8 +00 10 +00 95.83 --------------------------- - - - - -- ?I -14±32 8 WATERMAIN ------------------------------- D v v p p D p I I p e p p D p • i • . I; d p p p D3l0dOtlld p D ° D , • d • 8" GATE VALVE & BOX W/ ADAPTOR ; MILLS FLEET FARM 165,296 S.F. F.F.E. = 961.0' 1 970 1 965 sso I i 1 955 1 950 1 945 1 940 NORTH WATERMAIN 6 / II J/ I I I II I I I I _ I O I + I � I � I d I, d • d — I•'�i� ••d JA I. e I �' 11° W( EXISTING GRADE PROFILE 965 FINISHED GRADE PROFILE 960 ry w O U z I 160LF -8" WATERMAIN NORTH 0 30 60 SCALE ( IN FEET) "0 �1 r -- I I I I i O I O I + I I � I I i I i I 970 965 960 0 ----------- W. _ _ 11 +00 12 +00 13 +00 ---------------------------------- - - - - -- -811 WATERMAIN ------------------------- PI: 10 +32.35 8" x 8" TEE 2 - 8" GATE VALVE & BOX W/ ADAPTOR - - - - - -- - T --- TT--TT --- Tr----iJ- 96 SQ. FT. - 2" THICK INSULATION (4' WIDE) EAST WATERMAIN EXISTING GRADE PROFILE z Q- 2 w c0 I — i I I I I I I I I I I I I I I I I I I I � I 14+ — 14-- — —� 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 I I I I I I I I I _ I FINISHED GRADE PROFILE — — — — — — — — — — — — - — V zEZ 0 J O� w z a� U N U Q W Qi 1= w Of Z a Z 0 rn �oZ c) 0 � O O�> w Z W W Oj- U Z J w W Q w 8 2 < 1% o }vU � j� m z of LL Z ~ a N ° d 0 O W w �p° OC)w F � U �m J� w N �- �o= w f ,f w <ow 0 lif vaZU) ui mofQ� w �a~J _ U U Q _ CN } m z O n Of U w w D (n Z O W H of w of w H Q m m m O oo O 0 970 O ti rn ti O 0) ° O ao co U*) 1- m oo C) ° � p O O O •- O O O N O m O O O O ZCO > a r LO O - O p N O s O 965 M N Lo O m m Lo CO 00 �— Lo O� CO w 2 13j Lo H LLI W U Z rn O O m � o co ED LL LL O U LL LL LL LL LL LL LL LL w 6 +50 7 +00 7 +50 8 +00 8 +50 9 +00 9 +50 W C7 w C� W Ur W C7 W C� W C� W C7 W C7 W C7 w C� W C7 W C7 W C7 W C7 W C� W C7 W (D LLL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL U- 10+50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 14 +78 I A aL a a ° p a p p p ----------- W. _ _ 11 +00 12 +00 13 +00 ---------------------------------- - - - - -- -811 WATERMAIN ------------------------- PI: 10 +32.35 8" x 8" TEE 2 - 8" GATE VALVE & BOX W/ ADAPTOR - - - - - -- - T --- TT--TT --- Tr----iJ- 96 SQ. FT. - 2" THICK INSULATION (4' WIDE) EAST WATERMAIN EXISTING GRADE PROFILE z Q- 2 w c0 I — i I I I I I I I I I I I I I I I I I I I � I 14+ — 14-- — —� 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 I I I I I I I I I _ I FINISHED GRADE PROFILE — — — — — — — — — — — — - — V zEZ 0 J O� w z a� U N U Q W Qi 1= w Of Z a Z 0 rn �oZ c) 0 � O O�> w Z W W Oj- U Z J w W Q w 8 2 < 1% o }vU � j� m z of LL Z ~ a N ° d 0 O W w �p° OC)w F � U �m J� w N �- �o= w f ,f w <ow 0 lif vaZU) ui mofQ� w �a~J _ U U Q _ CN } m z O n Of U w w D (n Z O W H of w of w H Q m 955 955 U 18' STM. S. z 95 �.. 186E -8" WAT RMAI °0 171 LF " WATERMAIN 950 950 15 LF -8" WATERMAIN 95 70LF -8' WATER AIN 945 945 94 LO m m m O oo O 0 970 O ti rn ti O 0) ° O ao co U*) 1- m oo C) O U*) 7 C0 d' z N O O O •- O O O N O m O O O O ZCO > a r LO O - O p N O Q m O 965 M N Lo O m m Lo CO 00 �— Lo O� CO w 2 13j Lo H LLI W U Z rn O O m � o co ED LL LL O U LL m 955 955 U 18' STM. S. z 95 �.. 186E -8" WAT RMAI °0 171 LF " WATERMAIN 950 950 15 LF -8" WATERMAIN 95 70LF -8' WATER AIN 945 945 94 LO m m m O oo ti C0 rn ti rn O ti rn ti O 0) oo U-) mU-) O ao co U*) 1- m oo U-) C) O U*) 7 C0 d' •- O 07 •- O O •- O O O p O O `- O O O O O O •- O O `- O O - O p N O O N O O M N Lo O M N Lo O M N Lo O M Lo O Lo CO 00 �— Lo O� pp O O M O O 13j Lo H rn (D rn O O m m O LL LL LL LL LL LL LL LL LL LL LL LL w 6 +50 7 +00 7 +50 8 +00 8 +50 9 +00 9 +50 940 940 1 94 � I-- co LO 00 m co v- C0 rl- ti co r-- 00 O co O O r` O 0) rl- N 1- co O O LO co LO co � co O 1` O co O m LO O ti N r 0') co ti � � It LO IN to N CD p N 19 O(0 O N O(0 O N (0 p N (D O O N 1D to M N Lo O M N Lo CO M N 117 O M N Lo O M N Lo O M N Lo O M Lo O Lo CO 00 �— Lo O� pp O O M O O 13j Lo H rn rn O rn O O m m O m 07 m 07 m 0� rn d7 rn 07 rn m rn 07 m 07 rn 07 m 07 O rn rn 07 ax 07 J W C7 w C� W Ur W C7 W C� W C� W C7 W C7 W C7 w C� W C7 W C7 W C7 W C7 W C� W C7 W (D LLL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL U- 10+50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 14 +78 J: \0115B- MILLS \0115B0070 - Monticello \0115B0070.000 -New Store \CADD \CIVIL \C06- UT- 0115B0070.dwg Plotted by:Mike Rude 7/19/2016 11:45:00 AM © 2016 WIDSETH SMITH NOL ING SHEET NO. C6.5 Q ~ U J O w w z — H LL Ilf F-- 0-z J Q J w LL U J J z H SHEET NO. C6.5 tr / (n / / / / / / 1 / / w / / / co C9 / CO / CO / ••,,f i / CO / / / / / / / / / i �c'D J r �w CONNECT TO EXIST 6" SAN. S STUB NORTH 0 80 160 ° SCALE ( IN FEET) ° s CARWASH 4,905 S.F. F.F.E. = 961.0' 7", . • %.�' Fes° CARWASH SANITARY SEWER 970 965 ••1 955 950 945 1` 935 lt r` LO rn W 0 +00 0 +50 O O Cy) LL 1 +00 1 +22 970 965 ••1 955 950 OR ° ° � ° o ° p ° - I j I ° jL-- - - - - -- ° p I I I I I - -- ----- - - - - --I r -- 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 I I I 975 970 965 r••1 955 950 945 •� 1 • ' di /I It L0 0) U W y) 1 ° p CLEAN OUT ° 4 C TOP ELEV. = 960.81 rn co ~ INV. ELEV. = 940.70 CLEAN OUT ° C° ° TOP ELEV. = 959.41 f I o ° p INV. ELEV. = 938.70 ° ° TOP ELEV. = 959.55 FINISHED GRADE ° ° w p ZO CL in } O D () ¢�wz J W O Z INV. ELEV. = 945.65 o EXISTING GRADE ° ° 0 M. S. F � U 18" S OUT w CLEAN OUT LL F-oJ= tU < <0 6" W M 0 v 0- w - -- W @2.76% w I - - - „ 72LF -6 SAN S I -1 Itt 0) Itt N N C.0 O M 00 't:1 M 00 O LO Lp rn rn 0) rn 0) rn 0) cy) J I = 946.40 I U' W C7 W Ur W C7 W (D W LL LL LL LL LL 0 +50 O O Cy) LL 1 +00 1 +22 970 965 ••1 955 950 OR ° ° � ° o ° p ° - I j I ° jL-- - - - - -- ° p I I I I I - -- ----- - - - - --I r -- 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 I I I 975 970 965 r••1 955 950 945 •� 1 • ' di /I It L0 0) U W y) 1 ° p Of °z� aZO ° 4 C ° rn co ~ ° ° C° ° o f I o ° p CLEAN OUT ° ° TOP ELEV. = 959.55 N o 1= w Q U Z Q ° ° w p ZO CL in } O D () ¢�wz J W O Z INV. ELEV. = 945.65 o N z 0 ° ° ° o ° o 0 F � U CLEAN OUT w CLEAN OUT LL F-oJ= tU < <0 0 af U 0 v 0- w I W I w I = 957.82 TOP ELEV. I -1 I } U I LL INV. ELEV. = 944.90 J I = 946.40 I I Z J_ I 0 I a U --------------------------------- U W U z - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - -- ------ - - - - -- A� O V, I I � I I \ OO �X GJ O U CONNECT TO EXIST 10" SAN. S. STUB RETAIL STORE SANITARY SEWER *aolram 1 :1 •1 0 F0 Z N 0 0 J OW Z 2 _ / 0 U N 2 U i Q W to LL] W Of °z� aZO CLEAN OUT O O Of rn co ~ of >O O'w 7 CLEAN OUT U ww Oj� U 970 Z CLEAN OUT o CD TOP ELEV. = 959.55 N o 1= w Q U Z Q TOP ELEV. = 959.80 TOP ELEV. = 960.90 w p ZO CL in } O D 2 () ¢�wz J W O Z INV. ELEV. = 945.65 o N z 0 INV. ELEV. = 947.15 INV. ELEV. = 947.87 w F 0 O O � � W 965 0 F � U CLEAN OUT w CLEAN OUT LL F-oJ= tU < <0 0 af U 0 v 0- w 0- mOfQ� W w TOP ELEV. = 957.82 TOP ELEV. = 959.22 -1 } } U LL INV. ELEV. = 944.90 J INV. ELEV. = 946.40 Z Z J_ J 0 z O a U U W U z O C13-502 � - EXISTING GRADE PROFILE - II I I FINISHED GRADE PROFILE - 8' AW TERMAIN - - - - - - - CONNECT TO EXIST 297LF -6" SAN. S. @ 1.00/0 10" SAN. S. STUB 't N L0 L M N O O O O 07 ti M O O M (0 00 rn 0) ai ai m 0) m rn L0 0) 0 LO 0) 00 LO p 00 p 00 00 LO LL LL rn LL rn LL rn LL 0� LL rn LL rn LL rn LL 0� LL rn LL rn rn 0� 0) � rn 07 0 W 0 W 0 W (D W U W U W U W 0 W 0 W U W (D W U U' W 0 C7 W U C7 W (D U' W LL LL LL LL 0 F0 Z N 0 0 J OW Z 2 _ / 0 U N 2 U i Q W to LL] W w w 975 Of °z� aZO Q O O Of rn co ~ of >O O'w o z U ww Oj� U 970 Z J o CD C, N o 1= w Q U Z Q o w p ZO CL in } O D 2 () ¢�wz J W O Z ~ Q o N z 0 0 O w F 0 O O � � W 965 0 F � U Z LL w N LL F-oJ= tU < <0 0 af U 0 v 0- w 0- mOfQ� W w _ U �U) w � Q _ U_ _ H H 0 -1 } } U LL m J J ~ Z Z J_ J 0 z O a U U W U z O wof w w 975 ••1 955 950 945 940 O O O') LL 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 3 +73 J: \01156- MILLS\ 011560070 - Monticello \011580070.000 -New Store \CADD \CIVIL \C06- UT- 0115B0070.dwg Plotted by: Mike Rude 7/19/2016 11:45:10 AM © 2016 WIDSETH SMITH NOL ING Q O O ~ O U CD 970 J z o CD N o m Z CO O LO 2 w CO °m 2 a o } m m 0 W m 965 0 ww�0 Z LL 3: U 0 ••1 955 950 945 940 O O O') LL 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 3 +73 J: \01156- MILLS\ 011560070 - Monticello \011580070.000 -New Store \CADD \CIVIL \C06- UT- 0115B0070.dwg Plotted by: Mike Rude 7/19/2016 11:45:10 AM © 2016 WIDSETH SMITH NOL ING SHEET NO. C6.6 Q ~ U J 0 w 2 w z w 0 LL 3: O 0- co w w 0 -1 } 0- U LL a J J ~ Z Z J_ J 0 SHEET NO. C6.6 I I I I I I - - - E CONNECT TO EXISTING'---- s J o < <` 15" CP CLASS V STM. S. _ < < < < s < _ / w O < < < INV. = 948.87 s CHELSEA ROAD s - s (FIELD VERIFY) 29LF -1 „ ° STM. S. @ 12.62 /° Z c o n GAS GAS G GAS GAS GAS GAS GAS GAS GAS GAS GAS -�- GAS GAS / AS GAS GAS AS GAS GAS GAS GAS GAS GAS GAS GAS GAS �{ �! 4 FOC C • .. p • . O p' p ° p t p ° P� • • p p f p • p • I, I • p . FOC _ 5 ,F ° \ r F C p. r p t n p p ° a F OC FO° FOC FO - - - - -- ---------------------------------- - G i \ - - - - -- - - - -- -------------------------- -� - - - - -- - ---------- - - - - -- -- - -------------------------------------- - - - - -- CB -304 -- - - - - -- ---------------- - - - - -- ------------ - - - - -- - ------------------ - - - - -- CB -601 o a; �\ 44LF -4" STM. S. @ 4.86% \`\ 18" STM. S. CB -601 B 8" S M. S < W CB -303 8 "X18" W YE 4 "X18 "WYE I I � I ' nn `\\ 4" INV. = 950.86 8" INV. = 952.09 / �.' �; \ CB -000 � \\ RIM = 956.93 .:.::; ":a; - •....a .: .. � . gip: • , ..... ,.. 74LF -8" STM S. 1.00% °� _ s INV. OUT = 952.53 ''�' ::. ° > / ��• w `\\ CASTING: NEENAH R- 3246 -R 6X18 WYE \`\ 6" INV. = 950.43 CO CONNECT CARWASH STM. S. / r _ / 4" INV. = 953.00 CONNECT TO CANOPY STM. S. I CARWASH 8" INV. = 952.83 / `\ 4,905 S.F. / Of W co F.F.E. = 961.0. r - - - - ----------- 0- o Z m co \` CONNECT CARWASH STM S. P I ° I 18" STM. � o W Z o \ \\ _ a 6" INV. = 953.00 U) W \ \ 18" S S. CB -302 a ;. "t ..: .<e 4 . I , ° I c) wa ,a.A` . '.a•. .. .•a I _ Z N \ \ S 79LF @ a :' .,• /-6" P . � U 0 0 Q Z \ CJ - � ` L - - -- --�-' -,, ------ - - - - -°° J aZa5� co o CD xow w r\) H z r < W FES -301 APRON INV. = 942.00 m } w w �w�� o wQQ° I I I w¢ w x \\ I I F- 22E _ / CB -6026 i i i CB -602A I N \ m III C) Z 0 a O Of 0 Z w STORM SEWER - FES 300 TO CB-304- �� o 0 30 60 �I SCALE ( IN FEET) W WW W 970 970 CD O c? CB -301 (48in) CB-3)2 (48in) CB -3 3 (48in) CB-304 (48in) ° z o 965 RI EL. = 955.73 RIM L. = 955.7 RIM L. = 959.5 RIM EL. 958.92 965 0 N 00 m W co a 11� LO IC1fl�l . EL = 349 _ MH I V. EL. = 950.46 M INV. EL. 951.85 INV IN E = 949.55 18" (CB-302) INV I NE = 949.83 18" (C13-303) INV I SE = 950.56 18" (C -304) INV OJT NW = 9 1.85 18" CB -303) a ° INV OUT W = 949.45 24' () INV OUT NW = 949.73 18" (CB -301) INV OUT SW = 950.46 18" (CB -302) ASTING: NEENAH - 3246 -R m W CASTING: NEE AH R -324 -R CASTING: NEE AH R -324 -R CASTING: NEE AH R -324 -R CO m W [a 960 960 Z Y 6i z U of 2 z Z m - - - - Q U O Cn 0 U - - - - 955 - - 955 "X18" WY � E "INV. = 950.43 0 @ 0.50 °° 258LF- 8" STM. 950 125LF- 8" STM. . @ 0.50% 950 „ ° _ STM. LF 18 S. WYE @ 0.50% 4 "X18" WYE �� 8 ")INV' 2.09 945 i 6" WM � �' 4" INV. 950.86 6 WM �n 945 3�-F" - z z W Q cn ;U J O 940 D 940 z w _ Z _ APRON INV. 942.00 O 0 z 6" SAN. S. U- W w 935 935 J W O J wcf) w z LL � U 0C) CA OC O O CA M M N M O O CV O 0o O O N � co O � O m CA co 00 CN N O M U-) r CV I� N CV O N N ti m 00 ti OC) co d M co N u7 (0 O d Co � J J Z CF) M r- cM LO 1 u7 � 00 LO 00 M LO 00 Lo u7 LO � 00 u7 ti O� LO ti O u7 r- 07 � 00 07 L0 00 O LO 00 O u7 00 O L 00 O LO 07 00 L I� d7 LO Oo L O LO 07 L0 07 � J J O O O 07 LL O LL C3J LL O LL O LL LL 0) CSJ O Lf) CSJ O L0 O O 0) 07 O 0) M 0) O 07 O O O M O O O CSJ 0'� O CSJ O M 0) O O O LO O 0'� CSJ 0� LO O O O O O 0) Lo O 2 2 2 N W W W W W W W U' W 0 W (D W 0 W U' W C7 W (9 W 0 W 0 W (D W (D W 0 W 0 W (7 W U' W 0 W 0 W (9 W 0 SHEET NO. LL LL LL LL LL LL LL LL LL ILL LL LL LL ILL LL LL LL LL LL 0 + 96 C6.7 00 0 + 50 1 + 00 1 + 50 2+ 00 2+ 50 3 + 00 3 + 50 4+ 00 4+ 50 5 + 00 5 + 50 5 + J: \0115B- MILLS \0115B0070 - Monticello \0115B0070.000 -New Store \CADD \CIVIL \C06- UT- 0115B0070.dwg Plotted by:Mike Rude 7/19/2016 11:45:16 AM © 2016 WIDSETH SMITH NOLTING / I - � / I I I I > —1 A 0 -a W N J - W 2 U Q U) ' I I I U I o I o I W I I CB -601A I � I � I I UI � u-I I U r Q O I I I I U01 LL I cun) I Q I O I I I I CI W a I (D I I I w I I �I CB -304 cn I I I I UI I OI I I 975 970 965 •.1 955 950 945 m Lfi Lfl U w -q M CB -601A RIM = 955.95 INV. OUT = 952.1 CASTING: NEENAH R- 3246 -R ------------- LF,� 181' !Z. S. @ 0.5% N 00, 13LF -18" STM. S. @ 0.5% INV. = 951.29 ' RIM = 958.19 INV. IN = 951.23 CB -602A INV. OUT = 951.13 CASTING: NEENAH R- 3246 -R �� \ --------------------------------- -------------------------- - - - -J'' 30LF -24 STM. S. @ 0.5 %---- / 8" STM. S. n `• ° -0 CB -6028 ���� - - - - - - - - - - - - - - - J ' N' CB -104 STM. MH 20 00" N� N �t% \ 24" STM. S. S \ s FES -603 - - APRON IN\\\950.25 \ CO 3 CB -103 STORM SEWER - CB -601A TO FES -604 i / 0 30 .0 SCALE ( IN FEET) \N- 51. IN V � Z N E O J 0 ILL] Z c 2 a� i U N 2 U W a� ILLIw r- �V) L mi OZ0 Of w a 0 )f rn _° N w o a 0 > a °WW 0 z N ¢ Q Ocf)Z J \ Z CB -6 213 (60in) m Q 0 (.0 zo Q Z 0 � - , 0 N Qwo o z a RIM EiL. MH INV. = 958.1 EL. = 950.88 o 0 -0 w wZ CB -601 B (48in) 0 2 w U H INV IN NE = 950.98 18" (C -601 B) 0 w -, 0 o RIM EL. = 955.95 U) 0}0 0, Q w w 0- _ Q INV OJT SW = 9 0.88 24" () } m MH INV. EL. = 951.95 \ Q ~ U O J Cn - w � W Z INV IN SE = 952.0 18" (CB -601A) 940 (� ~ w W CASTING: NEEN H R-3246 R co INV O T SW = 951.95 18" (413-60213) H CASTI G: NEENAH R- 3246 -R EXISTING GRADL PROFILE __ - -- - - - - -- -1 - - -- FINI HED GRADE PROFIhE 194LF -18" ST K/. S. @ 0.50% 124LF -24" 137M. S. @ 0.50% APRON I W. = 950. 25 oo LO di 00 N O M U-) C:) 00 O r O m co O a0 CO 00 ti m co N 00 co 0) LO N N m M N N LO N N ti O C� LO rl- Lfi C.0 rl- Lo CO 00 V) 00 LO 00 LO LO P,- rl- Lo LO r,- Lo LO r,- rl- U') LO 00 rl- Lo LO CO r- Lo L0 CO Lo L!7 Ln LO � Lo LO M I- d LO IL rn rn rn rn rn m m m m m m m rn m m 07 rn m 07 m m rn m m m W U' W U w (D W 0 W 0 W U W U W 0 W 0 W U W U' W (D W 0 W 0 W IL LL H IL IL LL IL LL LL LL LL LL LL LL i / 0 30 .0 SCALE ( IN FEET) \N- 51. IN V � Z N E O J 0 ILL] Z c 2 a� i U N 2 U W a� ILLIw r- �V) L mi Z (D n- In U U L0 Z L 0 W w 975 W� 970 OZ0 Of w a 0 )f rn _° N w o a 0 > a °WW 0 z N ¢ Q Ocf)Z J \ Z r CO W m Q 0 (.0 zo Q Z 0 � - , 0 N Qwo o z a U) z o 0 -0 w wZ �p w 955 0 2 w U H �m )I- w � = w 0 w -, 0 o U d 2 w U) 0}0 0, Q w w 0- _ Q Q 2 U_ _OF F } m \ Z (D n- In U U L0 Z L 0 W w 975 W� 970 w a 0 0 O _° N w o a o LO N ¢ Q w 2 O 965 r CO 0 m Q 0 LLI U of (n 0 w CC) 2 U Z 0 960 955 0 950 945 Q ~ U O J Cn - w � W Z H U- � 940 (� ~ w W rn o -1 w W U) co Cn C/) _j _j J Z J J O O H 0 +00 0 +50 1+00 1+50 2 +00 2 +50 3 +00 3 +50 3 +68 SHEET NO. (--) C6.8 J: \0115B- MILLS \0115B0070 - Monticello \0115B0070.000 -New Store \CADD \CIVIL \C06- UT- 0115B0070.dwg Plotted by:Mike Rude 7/19/2016 11:45:22 AM © 2016 WIDSETH SMITH NOLTING CHELSEA ROAD _ - - - - - < < S S S AS GAS GAS GAS GAS GAS AS n GAS GAS 4 U — — D D . • , . D ' ° • . ° • • FOC • FOC FOC FOC FOC FOC FOC FOC OC FG — FOC � D C -------------------------------- ----------------------- - - - - -- ----------- - - - - -- --------------------- ------- - - - - -- -- \ CB -901 18" STM. S. \ CB -902 FES -903 APRON INV. = 950.19 \ �� STORM SEWER — CB -901 TO FES -903 FINISH 975 975 970 970 965 965 CB -901 (bin) RIM EL. 954.66 960 MH INV. L. = 950. 6 960 INV OUT SE = 950. 6 18" (CB 902) D GRADE PR FILE CASTING: NEENA R- 3246 -R EXISTING RADE PROFILE 955 955 I � � W 2 F- 8" STM. 0.5 950 W_ Q ¢ > I I 950 42L -18" STM. S. @ 0.50 0 \ m m z O A RON I V. = 950.19 H a CB -9 2 (48in) RIM EL. 954.69 945 M INV. EL. 950.35 � w U wU wU 945 INV IN NW = 9 0.45 18" ( B -901) LL LL LL LL LL INV OUT SE = 950. 5 18" () CASTING: EENAH R 3246 -R 940 940 00 I� O � Ln M 00 r N N 00 u7 N� ti 00 r U') LO LO U") L, �' rn � rn � rn � � � rn � w ILL! C7 LL 0 +00 0 +50 1 +00 1 +50 1 +69 .(11117 SCALE ( IN FEET) 1 1 •1 r Z J Z 2 FA V rW v / ►� a� 0 W i C� U N U Q U0 N W —Z i 1 "STM. S. 18" SAM. S. CB -002 FES -001 I I � o APRON INV. = 947.00 ; FES -003 o Q W W APRON INV. = 949.00 W o °z Q I � > I pe � w o z z w I pxU J I ~U z vvJ � I mow¢ I (D ) tz¢ I wo0, �2o � w w W L11 I <w Z ¢ aZa5� o I x�w0 Z I ~ H pew � I x�U<� � �m }w I \ U d¢ p O ; ppwQ } � wa - I � � W ¢ w w I W_ Q ¢ > I I I \ \ m m z O H a oU Z � � wU � w U wU wU wC� wU LL LL LL LL LL LL .(11117 SCALE ( IN FEET) 1 1 •1 r Z J Z 2 FA V rW v / ►� a� 0 W i C� U N U Q U0 N W —Z i 1 "STM. S. 18" SAM. S. CB -002 FES -001 I I � o APRON INV. = 947.00 ; FES -003 o Q W W APRON INV. = 949.00 W o °z Q I � > I pe � w o z z w I pxU J I ~U z vvJ � I mow¢ I (D ) tz¢ I wo0, �2o � w w W L11 I <w Z ¢ aZa5� o I x�w0 Z I ~ H pew � I x�U<� � �m }w I \ U d¢ p O ; ppwQ } � wa - M77 STORM SEWER —FES -001 TO CB-003 o z 0 30 k w SCALE (IN FEET) S. m LO Lo LO Ln LO LO LO 975 975 970 970 965 965 960 960 955 955 950 950 945 945 940 940 co N O � w c� LL CB -002 (48in) RIM EL. = 957.31 INISHED GRADE PROFILE MH INV. EL. = 949.35 INV OUT W 951.00 18" INV OUT E 949.35 1 () CASTING: NEE AH R -32 6 -R EXISTING GRADE PROFILE APRON INV. 949.00 ° � AP ON INV. = 47.00 ti u7 co co � �� d: N ti O o O ti ti � � � LL O LL � LL O LL O LL w w w w w cD W c� w c� w LL LL LL LL LL w Wx w 0 0 0 0 C C, N 3: O w N O ¢ ¢ m z a Z o } m W CO o m z 2 0 6i -j 6i U Z Q U � 2 ro (n 0 U � O Q U ~ J J U) w w o -1 w LL � U U) z - � J J Z � C C C� O J J G G G SHEET NO. C 6.9 J: \01156- MILLS\ 011580070- Monticello \011560070.000 -New Store \CADD \CIVIL \COIi- UT- 0115B0070.dwg Plotted by:Mike Rude 7/19/2016 11:45:31 AM ©2016 WIDSETH SMITH NOLTING I � � W ¢ w w I W_ Q ¢ > I I I \ \ m m z O H a oU Z � � S. m LO Lo LO Ln LO LO LO 975 975 970 970 965 965 960 960 955 955 950 950 945 945 940 940 co N O � w c� LL CB -002 (48in) RIM EL. = 957.31 INISHED GRADE PROFILE MH INV. EL. = 949.35 INV OUT W 951.00 18" INV OUT E 949.35 1 () CASTING: NEE AH R -32 6 -R EXISTING GRADE PROFILE APRON INV. 949.00 ° � AP ON INV. = 47.00 ti u7 co co � �� d: N ti O o O ti ti � � � LL O LL � LL O LL O LL w w w w w cD W c� w c� w LL LL LL LL LL w Wx w 0 0 0 0 C C, N 3: O w N O ¢ ¢ m z a Z o } m W CO o m z 2 0 6i -j 6i U Z Q U � 2 ro (n 0 U � O Q U ~ J J U) w w o -1 w LL � U U) z - � J J Z � C C C� O J J G G G SHEET NO. C 6.9 J: \01156- MILLS\ 011580070- Monticello \011560070.000 -New Store \CADD \CIVIL \COIi- UT- 0115B0070.dwg Plotted by:Mike Rude 7/19/2016 11:45:31 AM ©2016 WIDSETH SMITH NOLTING CB -002 (48in) RIM EL. = 957.31 INISHED GRADE PROFILE MH INV. EL. = 949.35 INV OUT W 951.00 18" INV OUT E 949.35 1 () CASTING: NEE AH R -32 6 -R EXISTING GRADE PROFILE APRON INV. 949.00 ° � AP ON INV. = 47.00 ti u7 co co � �� d: N ti O o O ti ti � � � LL O LL � LL O LL O LL w w w w w cD W c� w c� w LL LL LL LL LL w Wx w 0 0 0 0 C C, N 3: O w N O ¢ ¢ m z a Z o } m W CO o m z 2 0 6i -j 6i U Z Q U � 2 ro (n 0 U � O Q U ~ J J U) w w o -1 w LL � U U) z - � J J Z � C C C� O J J G G G SHEET NO. C 6.9 J: \01156- MILLS\ 011580070- Monticello \011560070.000 -New Store \CADD \CIVIL \COIi- UT- 0115B0070.dwg Plotted by:Mike Rude 7/19/2016 11:45:31 AM ©2016 WIDSETH SMITH NOLTING w Wx w 0 0 0 0 C C, N 3: O w N O ¢ ¢ m z a Z o } m W CO o m z 2 0 6i -j 6i U Z Q U � 2 ro (n 0 U � O Q U ~ J J U) w w o -1 w LL � U U) z - � J J Z � C C C� O J J G G G SHEET NO. C 6.9 J: \01156- MILLS\ 011580070- Monticello \011560070.000 -New Store \CADD \CIVIL \COIi- UT- 0115B0070.dwg Plotted by:Mike Rude 7/19/2016 11:45:31 AM ©2016 WIDSETH SMITH NOLTING C 6.9 J: \01156- MILLS\ 011580070- Monticello \011560070.000 -New Store \CADD \CIVIL \COIi- UT- 0115B0070.dwg Plotted by:Mike Rude 7/19/2016 11:45:31 AM ©2016 WIDSETH SMITH NOLTING i i C0 c' -103 24" STM. S. TM. MH 201 co co O co I 36" STKV S. i, 1 l MIT FES -202 APRON INV. = 949.10 STORM SEWER - STM. MH 201 TO FES -202 O KNoR-ri, __ 1 1 .1 SCALE ( IN FEET) 975 970 965 960 STM. M RIM EL. MH INV. 201 (84in 958.37 EL. = 950. 2 Q H ? } m o 2 U W O Z )f FINISHED 015Ir O W O Z INV IN INV OUT CASTING: = 952.04 N = 950.0 EENAH R 4" (CB -10 36" () 1733 ) 955 975 W Q U Z ¢ EXISTI G GRAD PROFILE GRADE PROFILE � Z-'Ww 8" (CB -503) Q w W Z O ~ Q aZ0- S. @ 0.50 W WO 950 INV OU �OZw 18" () 2 U_ H m J W 0, 0 W U 0- Q O O 1831-F-36" STM. 0}O 0,Q ofa�� - D ° : NEENA a C,q} Q ~ 945 APRON INV. U J \ = 949.1 FINISHED GR DE PROFILE 970 EXISTING 00 � M � Lo O d7 C7 W LL O M� M � L�% O � U W LL � M � In O 67 C� W LL L(i o0 M o0 In O 07 (� W LL � O M oo Lo O 07 C7 W LL O � d7 CO ao 117 O 07 C� W LL d' d' 07 °� Lo O 07 U W LL M M 07 00 Lf� O d7 U� W LL r N 07 00 Lf) O 07 C7 W LL O O CO M °� Lf) O� 07 U W LL O O M � O 67 U� W LL @ 0.50% (� w 970 INV IN E 950.12 3011 (CB- 104) XOLF-18" W w � 170LF -1 " STM. S. 0.50% LL � U co � APRON INV. = 954.54 z O 0 0 CB-503 (48in) LL �> SHEET NO. RIM EL. 959.70 M INV. EL. 955.70 Z 11 965 O = - 6" WM Q 965 NEENAH - 3246 -R 8" M 960 Q 960 955 6" SAN. S. cW 955 z 950 LO I 950 c0 N O LSD M O c0 O O c0 (0 O co c0 N c0 m "T co co co oo c0 m co M c0 co N N I- 00 LO I- c0 °� Ln LO PA CO Lo M LO M °� Lo M LO Lf� O (0 O Cfl 945 M LO Lf� O LO (0 O Cfl O 07 O 07 O 07 O d7 O 07 O 07 O 07 O d7 O 07 O 07 O d7 p d7 945 LL LL LL 940 LL LL LL LL LL LL LL LL 940 1— rn LO rn W O O m CD U- 0+00 0 +50 1 +00 1 +50 2 +00 2 +50 2 +75 FES -501 \ APRON INV. = 954.54 ,6),, 1 s�� A 7 o 7 C7 O �r- - - - - -� O I o�y I n I I 18" ST I. S. I — I L I I I I I I , I I , I I , —J L----------------------------------------------- I I I I d v D N v D v L -- p v D v ° O a ° D D ° a a ° v v D d a D \ a ° D D \ v D ° ° D ° d •:. I ° pl ° v p Q ° ° 975 970 965 �.� 955 950 945 •�R rn U') rn C� W wil V Z Iii- J O Z Z _ I F- W 0 i c a� E 0 c ILL! �o c a� i U N L U Q a� ILL! 970 965 960 STM. M RIM EL. MH INV. 201 (84in 958.37 EL. = 950. 2 Q H ? } m o 2 U W O Z )f FINISHED 015Ir O W O Z INV IN INV OUT CASTING: = 952.04 N = 950.0 EENAH R 4" (CB -10 36" () 1733 ) 955 W Q U Z ¢ EXISTI G GRAD PROFILE GRADE PROFILE � Z-'Ww 8" (CB -503) Q w W Z O ~ Q aZ0- S. @ 0.50 W WO 950 INV OU �OZw 18" () 2 U_ H m J W 0, 0 W U 0- Q O O 1831-F-36" STM. 0}O 0,Q ofa�� - D ° : NEENA a C,q} Q ~ 945 APRON INV. U J \ = 949.1 FINISHED GR DE PROFILE EXISTING 00 � M � Lo O d7 C7 W LL O M� M � L�% O � U W LL � M � In O 67 C� W LL L(i o0 M o0 In O 07 (� W LL � O M oo Lo O 07 C7 W LL O � d7 CO ao 117 O 07 C� W LL d' d' 07 °� Lo O 07 U W LL M M 07 00 Lf� O d7 U� W LL r N 07 00 Lf) O 07 C7 W LL O O CO M °� Lf) O� 07 U W LL O O M � O 67 U� W LL FES -501 \ APRON INV. = 954.54 ,6),, 1 s�� A 7 o 7 C7 O �r- - - - - -� O I o�y I n I I 18" ST I. S. I — I L I I I I I I , I I , I I , —J L----------------------------------------------- I I I I d v D N v D v L -- p v D v ° O a ° D D ° a a ° v v D d a D \ a ° D D \ v D ° ° D ° d •:. I ° pl ° v p Q ° ° 975 970 965 �.� 955 950 945 •�R rn U') rn C� W wil V Z Iii- J O Z Z _ I F- W 0 i c a� E 0 c ILL! �o c a� i U N L U Q a� ILL! Z C) h O H NORTH U, STORM SEWER - FES -501 TO CB-503 z �0 0 30 > HI I w 970 965 960 OQW CB -502 (48in) Q H ? } m o 2 U W O Z )f w J > 015Ir O W O Z w ODD J MH INV Z 955 W Q U Z ¢ N E d � � N INV IN � Z-'Ww 8" (CB -503) Q w W Z O ~ Q aZ0- o W WO 950 INV OU �OZw 18" () 2 U_ H m J W 0, 0 W U 0- Q O O 0}O 0,Q ofa�� - D CASTIN : NEENA a C,q} Q ~ 945 U J \ m FINISHED GR Z C) h O H NORTH U, STORM SEWER - FES -501 TO CB-503 z �0 0 30 > HI I w SCALE ( IN FEET) �' w 11 1 975 Ww 970 965 960 2 +95 CB -502 (48in) Q H ? } m o 2 U O O O C ti 0 m o LU W m z m 7/19/2016 11:45:40 AM © 2016 WIDSETH SMITH NOLTING 0 MH INV EL. = 954.75 955 INV IN = 954.85 8" (CB -503) 950 INV OU SW = 954.75 18" () CASTIN : NEENA R -3246- Q ~ 945 U J o FINISHED GR DE PROFILE EXISTING GRADE PROFILE w Z LL STM /S @ 0.50% (� w w 940 XOLF-18" W w � 170LF -1 " STM. S. 0.50% LL � U co � APRON INV. = 954.54 z O 0 0 CB-503 (48in) LL �> SHEET NO. RIM EL. 959.70 M INV. EL. 955.70 Z 11 O = - 6" WM Q ASTING: NEENAH - 3246 -R 8" M Q 6" SAN. S. cW z LO I c0 N O LSD M O c0 O O c0 (0 O co c0 N c0 m "T co co co oo c0 m co M c0 co N N I- 00 LO I- c0 °� Ln LO Lf) CO Lo M LO M °� Lo M LO Lf� O (0 O Cfl M °� Lo LO M LO Lf� O LO (0 O Cfl O 07 O 07 O 07 O d7 O 07 O 07 O 07 O d7 O 07 O 07 O d7 p d7 LL LL LL LL LL LL LL LL LL LL LL LL SCALE ( IN FEET) �' w 11 1 975 Ww 0 +00 0 +50 1 +00 1 +50 2 +00 970 965 960 2 +95 0 N W Z 6j Q O O Q h a ? } m -j U of (n 0 Q H ? } m o 2 U O O O C ti 0 m o LU W m z m 7/19/2016 11:45:40 AM © 2016 WIDSETH SMITH NOLTING 0 955 950 Q ~ 945 U J o � w Z LL (� w w 940 J W w � O LL � U co � J J_ z O 0 0 LL �> SHEET NO. 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 2 +95 C6.1 0 J: \0115B- MILLS \0115B0070 - Monticello \0115B0070.000 -New Store \CADD \CIVIL \C06- UT- 0115B0070.dwg Plotted by:Mike Rude 7/19/2016 11:45:40 AM © 2016 WIDSETH SMITH NOLTING W O y Z E I I I I I I I O w U c=p c=p I I - > U) � I I I I I I / - O I I I I r Q I I \ W \ I I I I Q (J N I I I I .LU I I w CB -103 I I STM. MH 201 CB -107 18" STM. S. 18" STM. S. i i 18" STM. S. 18" STM• S , CB -108 �, 18" STM. S 18 S M. S. CB -109 CB -110 CB -101 CB -102 30" STM. S. CB -104 30" Si TM. S. CB -105 24" STM. S. CB -106 24 STM. S. r of z dZp LLI I I I I I I I I I wOz Of > I I I I I &5 =) 0 1w O I I zdz O v I I Z J J I I Of �?g'0 I I Q w O z I I I I I rL-Za� � I I �0w0 I I I I I I I � Lu =<� woJ= I - I I I I I I I w o I ) <QO I I >- w2U) mW,¢3 w 0- - J I_ w I I =<?F > CO / I I O-fj l �Tj = Z O a F- O O Z w STORM SEWER - CB-1 01 TO CB-1 09 cr. o z 0 30 60 LU I SCALE ( IN FEET) w 975 975 w ¢ 0 0 0 0 970 970 CB -110 (48' "- o RIM EL. = 957.- w w o m B -102 (48in) CB -103 (4 in) CB -104 ( 2in) CB -105 (60in) CB -10 (48in) CB -108 ( 8in) H INV. EL. = 953. 5 Q Z Z o IM EL. = 957.75 RIM EL. = 957.75 RIM EL. 957.75 RIM EL = 957.75 RIM E- = 957.75 RIM EL. = 958.48 INV OUT W = 53.75 18" (CB -10 965 PAH INV. EL. = 953.10 MH INV. EL. = 952.3E MH INV. EL. = 950.4 MH IN . EL. = 951 18 MH IN EL. = 95 MH INV. L. = 952.7 965 0] m . .92 CB -101 (4 in) I - V IN W = 953.20 18" CB -101 ( ) - INV IN E - = 950.54 3 (CB -10) INV IN = 951.28 4" (CB -1 6) INV IN E = 952.0 18" (CB -107) INV IN E 952.81 1 (CB -109 CASTING NEENAH -324 w z W RIM EL. = 57.69 114V OUT E 953.10 18" (CB -103) INV OUT = 952.3624" (STM. MH 201) INV OUT W = 950.4 30" (ST . MH 201) INV OU W = 951. 8 30" (CB-104) INV O T W = 95 .92 24" (CB -105) INV OUT = 952.7 18" (CB -107) o 0 0 U o MH INV. E . = 953.69 CASTING- 14EENAH R-2554 CASTING: NEENAH -2554 CASTING: NEENA R -2554 CASTING: NEENAH R -2554 CASTING: NEENAH R -2554 CASTING: NEENAH R- 3246 -R INV OUT E = 953.69 18" (CB -10) -- 960 EXISTING GRADE PROFILE -- - - - 96 -0 - - CASTING: NEENAH FZ-3246-R FINISHED GRADE PROFILE 98 F -18" ST NI. S. @ 0.5 % 114LF -1 "STM. S. @ 0.50% 128LF -1 "STM. S. 0.50% 4LF -24" TM. S. @ 0.50 0 STM S. @ 0.50 /0 78 F -18" ST S. @ 0.5¢% 128LF 30" STM. @ 0.50° 128E -24" LF 18 STM. 54LF -18" STM. S. 6 IL F-30" STM S. @ 0.50 o id) 0.50% 0.50% CB- 09 (48in) 950 RIM EL. = 957.5 950 MH NV. EL. =953.08 ST . MH 201 72in) CB -107 (48in) INV IN E = 953.18 18" (CB-1 10) RIM EL. = 958.7 8" WM z RI EL. = 958.8 INV OUT W = 953.08 18" CB -108) MH NV. EL. =950.02 MH INV. EL. = 52.41 CA TING: NEENAH R -32 6 -R Q ~O 945 INV IN E = 950.12 30" C -104 6 INV IN E = 952 51 18" (C -108) 945 J INV IN W = 952.04 24" (C -103) m J w INV OUT N =950.02 36" () U CASTING: NEENAH R -32 6 -R CO Z Lu Z CASTING: NEENAH R-17133 D < I o LU 940 940 w CL O co rl- f` m O (0 00 N r` co m Lf) m O c!J z N N M O Lf) O LSD O N co It It M 00 c0 J LLI (n � CO c0 a� c0 co of N ch am O M w r` co Lo Orn O co am N am N am O N orn � N of O co Lo orn N co w N co orn O � rn r- LO am O rl V) am � o o co co 0 O c0 0 00 Ln 00 0 O Lo o � N M 't O � 00 co O co � Sri O LO r` rl- Ln rl � c0 0o � Lo O cv � o N m o O LO co M CO LC) L(7 00 00 0, m 0, m� m 00 o CO CO m rn CO m rn CO 0, W� rn� rn 00 rn� CO 00 CO c0 o 00 (0 m c0 CO 00 CO o Lf) o r,- m Lti� Ln m 07 0, LO LO rn Lo m LO rn m d7 L(� LO M m LO U-) LC) rn LO rn LO Ln Ln LO Ln m LO Ln rn L>7 rn L>7 rn m Lf� rn Ltd Lfi Lo rn LSD Lt7 Ln L>7 Ls7 Lo L>7 LO Lf� (0 Lf� In 07 rn Lf� J w cn 0 O C� 07 0 0 O 0 O CD 0 O) C� m C� 0') (D m (D O (D O CD O (D O (D O CD O 0 O 0 O C7 O C7 m CD m (D m (D m (D m C� O � O � O 0 07 0 07 � 07 0 m C� m (D m � m (D � m J J Z O w C7 w C� w (� w C� w U LU C� LU C7 w (D w U w (D w (D w CD w CD w (D w (D w CD w U w (U w (D w (D w CD w CD w (D w CD w (D w (D w (D w (D w U w U w (D w (D w CD w CD LU C� w (D w J J 0 LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL U- U- LL LL LL LL U- LL U- LL LL LL U- LL LL LL LL LL U- 0+50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5 +50 6 +00 6 +50 7 +00 7 +50 8 +00 8 +50 9 +00 SHEET NO. C6.11 J: \0115B- MILLS \0115B0070 - Monticello \0115B0070.000 -New Store \CADD \CIVIL \C06- UT- 0115B0070.dwg Plotted by:Mike Rude 7/19/2016 11:45:46 AM © 2016 WIDSETH SMITH NOLTING — 957 I 956 955 i a 'i • • v a i I I i I I Z 954 ' a MILLS FLEET FARM 953 952 951 950 — \ I — I a 165,296 S.F. °° LL w O /, 1 S \ I II — z F.F.E. 961.0' l \� FES -401 ; I a i L 1 APRON INV. = 948.17 I .I . . o I _ ~ `� SOUTH INFILTRATION BASIN BASIN BOTTOM = 950.0' LO U LO co 07 0) LO FES -407 e i i a i Q APRON INV. = 953.00 � i � a a � W W _7 950 951 I I CB -802 CB -801 � I w 952 953 954 I I O e• I I 955 a / 956 957 `r, i I �� e 958 I 18 TM. I I I I I s 958 957 I I I I I . • I a 0 / / I I et I i w d co m co 112 LF 18" STM. S. @ 0.90% r I is i i — i 01 w Z d Z o�- o Z U �h �/ C�,�D cb / I I 00 Q L-L U�ZQ N - - -- I I I I I w ° o � w L / ------------------ -- - - -- - f -- ------------ - __ - --- ---- --- �_. -_- - -- - - I CB CB 405 B -406 i - ' 2i Q w Z Z .. FES _ _ I i i -404 I i � o° a Q ° -408 — — ACCESSORY I I _ I �o'° APRON INV. = 952.00 — BUILDING 17, 583 S.F. I 0" STM. MH ��02 S. 30" ST IV. S 30" STM. S. 30" STM. S. i I Q w w Q _2g-- } � W - — — STM. MH 403 o J = w F.F.E. = 960.0' I I I F-- w o ° —� \\ -_ `- - - 951 - 95 I i L - - - -- - -- -- - -- ----------------- --------------------------------------------------------------------------------- - - - - -- --------- va <0 m a w�— J ui J � \ 952 — w � v • \ - a I -------------- - - - - -- — - - - -- ---------- - - - - -- - - -- - - - - - -- - m PA I I a a" 11.11 [1 • e • e �- Z O H a NORTH w STORM SEWER — FES 407 TO FES 408 STORM SEWER — FES -401 TO CB-406 Co� 0 30 6� LU SCALE ( IN FEET) w LL� LU w 975 975 0 CD 0 0 CD 970 970 c, z N o o m _ _ w co a CB -406 (72in) uj Q Q 2 CD STM. MH 402 (84in) STM. MH 403 (72i) CB -405 (48in) RIM EL. = 959.27 RIM EL. = 958.65 RIM ELI. = 958.24 RIM EL. = 959.17 MH INV. EL. = 952.72 m o m 965 MH NV. EL. = 51.00 MH INV. EL. = 951.25 MH INV EL. = 952 32 IN'g�1T S = 952.72 30" (CB -405) .. z w w 0 - INV IN N 951.10:30" (STM. M 403) INV IN = 951.36--30" (CB -4 ) INV I = 952.4 0" (CB-4C6) = o � � � o EXISTING GRADE PROFILE INV I NE = 953.11 18" (C13-701) INV IN )N 951.36 18" (CB-802) INV OUT S = 952.32 30" (CB 404) 1W OUT SW = 951.00 36" O INV OUT -S-=- 95-1. �� 0 (ST WAG2� - - - - - - - - - -CAS �NEEN R -2554 CASTING: NEENAH R -2554 AS_TING: NEENAH 1 -733- - - - CASTING: NEENAH R -1733 960 _ - -- -- 960 — — FINISHED RADE PROFILE 955 955 10 _ LF 30 ST . S. 0-50% @ 6 LF -30" STM. S. 0.50% 6 LF -3 " STM. S. @ 0.50 '0 19 LF -36" STM. S. @ 0-:50% 950 950 1 LF -30" TM. S. @ .50% RIM EL. 958.39 APR N INV. = 9 0.00 MH INV. EL. = 951.8 < INV IN N = 951.78 3 " (CB -40) J O 945 INV OUT S = 951.6 30" (STM MH 403) 945 J w z 8" M CASTING: NEENAH R -2554 w w Q- J W 940 940 � w cWn d O 00 m O O O O O c0 O O CV N CO I-- N N cV CO M c0 m L7 0 O M 0) 00 LO Ln M 00 CO (0 I- N It V) u7 N co LO � u7 N 00 u7 O N u7 ti U*) u7 N N L It N d' M O LO co O Cfl m - 00 00 LO � 00 � Lo 00 cj LO 00 N M N M � OD N O) � Lo 0� � O') C\j 07 L0 J J Z J J O m � 0) 0) 0) m 0) m 0) � 0) 0) d7 0) 0) 0' 0) 07 0) 0) 0) 0) 0) 0 m 0� 0) 0) m 0) m 0) 0) m 0) m 0) 0' 0) � 07 07 0) 0) 0 — — 2i C� W C� (D W C� (D W U (D W U (D W C� (7 W (7 C7 W U (7 W C� (D W C� (D W (D C� W 0 C� W 0 C� W C� (D W U (D W C� (D W (7 C� W C7 (D W C� (D W C� CD W C� CD W C� (D W (D C� W (D 1 U) LL LL LL LL LL LL LL IL LL LL LL LL IL LL LL LL LL LL LL LL LL LL LL SHEET NO. 0 +00 C6.12 0 +50 1+00 1+50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5 +38 J: \0115B- MILLS \0115B0070 - Monticello \0115B0070.000 -New Store \CADD \CIVIL \C06- UT- 0115B0070.dwg Plotted by:Mike Rude 7/19/2016 11:45:55 AM © 2016 WIDSETH SMITH NOLTING 4, . ' d N ,d I I 'd d co I I °• d , • d d ° • , I 9 M I f 1 ° d ° A d ' d MILLS FLEET FARM I I °• I I ° d • ° t A. .d I I 165,296 S.F. � — ��° °i CB -404 i II F.F.E. - 961.0 ' I 1 I I Cn P: (All CB -801 CB -701 o M I I I I cU_ � � I STM. �MH 03 -- _ I I CB -802 ° 18" STM. S. 1 1 S H -------- - - - - -- ;-------------------------------------------------- - - - - -- - -- STM. MH 402/ -------------------------------------- - - - - -• W M I - - I \ I I- —I- - - - - - -I r----------------------------------------------------------- - - - - -- - - - - -- — ------------ - - - - -- ------------------------------------------- I I I — I I I I I d Ia .•I •• a ° \ d • d d• •L- - - - - -J • d �. C Co ACCESSORY BUILDING 17,583 S.F. F.F.E. = 960.0' 1 STORM SEWER - CB -801 TO STM. MH 403 2 H O z 0 30 60 SCALE ( IN FEET) 975 OZQ �Oj � 975 Oxiw CB -701 (48in) O�� J 970 XISTING BADE PROFILE (F.- RIME . = 957.73 ¢ 970 U � Z ¢ d � � N N INV OUT W = 953.73 STM. MH 403 1n ~ Z aZa� — — CASTING: NEEN H R -2554 RI EL. = 958 24 }m CN }W 2 FINISHED GRAD PROFILE MH INV. EL. = 951 25 ui m�Q� EXISTING GRADE PROFILE: INV IN = 951.36 30" (CB -4 4) CN} 124LF -18" 965 @ 0.50% Q U ~ J INV IN = 951.36 18" (CB -8 2) 965 W p w O � IJi � U - w � � INV OUT S = 9 1.25 30" ( TM. MH 4 2) SHEET NO. C6.13 CASTING: NE NAH R -1 33 958.65 I= — FINISHED GRA E PROFILE 960 � RIM EL. = 956. 4 INV INN 951.10 3 960 H 403 Q INV INN = 953.11 8" (CB -7 INV OUT S = 9 2.07 18" ( B -802) INV OUT SW = 951.00 36" () CASTING: NEENAH R -25 4 955 z_ 955 :NEENAH R -1733 2 O 0? M a0 ti o� � O N 88LF -18" STM. S @ 0.50% N� �� O � O 950 341- 8" STM. . @ 0.50 0 O O O O O O O O O O 950 O O O O U W RIM EL. = 956.74 C7 W C� W U' W C� W C� W LL LL Il LL MH INV. EL. = 951. 0 LL L.L LL Il L.L LL INV IN = 951.90 18" (CB-80,I) 945 INV OU CASTIN E = 951.8 : NEENA 18" (STN/. R -25 4 MH 403) 945 940 940 00 N 0p � Op O 00 O CV O I� N r` O co M o In co N N co rn (� W 0 O Lo O u- 0+00 0 +50 1 +00 1 +50 1 +94 w CB -801 � : ° ..° . � • - ♦ - a ° CB -404 CB -802 �� Gj i / � f/ `, • � a • ° ° ♦• r(l co MH 402' 36„ STM. S. \\ w \ ACCESSORY BUILDING 17,583 S.F. F.F.E. = 960.0' STORM SEWER - STM. MH 402 TO CB -701 975 rev • 1� roul 955 MR • 1� art u- O rn C� W 0+00 OZQ �Oj � Oxiw CB -701 (48in) O�� J XISTING BADE PROFILE (F.- RIME . = 957.73 ¢ U � Z ¢ d � � N N INV OUT W = 953.73 18" (ST IA MH 402) axwz O ~ Z aZa� — — CASTING: NEEN H R -2554 2 � U H }m CN }W 2 FINISHED GRAD PROFILE � Ud�Q � ui m�Q� W �at- J � � x Q _ � H F U_ � CN} 124LF -18" STM. S @ 0.50% Q U ~ J \ $M � W p w O � IJi � U - w � � J J Z J J � � O STM 402 84in) SHEET NO. C6.13 ?016 WIDSETH SMITH NOLTING RIM EL. 958.65 I= MH INV. L. = 951.0 � INV INN 951.10 3 STM. H 403 Q INV INN = 953.11 8" (CB -7 1) � INV OUT SW = 951.00 36" () � z_ CASTIN :NEENAH R -1733 2 O 0? M a0 ti o� � O N o00 O M � N� N� �� O � O 00 N O N Op N Op N O O O O O O O O O O O O O O O O U W C� W (� W C7 W C� W U' W C� W C� W LL LL Il LL LL LL LL LL w CB -801 � : ° ..° . � • - ♦ - a ° CB -404 CB -802 �� Gj i / � f/ `, • � a • ° ° ♦• r(l co MH 402' 36„ STM. S. \\ w \ ACCESSORY BUILDING 17,583 S.F. F.F.E. = 960.0' STORM SEWER - STM. MH 402 TO CB -701 975 rev • 1� roul 955 MR • 1� art u- O rn C� W 0+00 0 +50 1 +00 .I• \(1115R -MII I S \(1115R(1 (17(1- Mnntiralln \(1115R(1(17(1 (1(1(1 -Naw z a =O� 0 w O z 0 0 30 O�i 11 1 w W� w a 0 0 0 0 C, C N > O N m w o a � � N ¢ W � Q H 2 O } m W m o m 0 6i z 2 4 LLJ Z J O Z W 0 \ ° STM. MH � 3 CB -701 a � / "STM. S. \STM. C N C W tiw c i Q) U Q) L U Q un a� w OZQ �Oj � Oxiw CB -701 (48in) O�� J XISTING BADE PROFILE (F.- RIME . = 957.73 ¢ U � Z ¢ d � � N N INV OUT W = 953.73 18" (ST IA MH 402) axwz O ~ Z aZa� — — CASTING: NEEN H R -2554 2 � U H }m CN }W 2 FINISHED GRAD PROFILE � Ud�Q � ui m�Q� W �at- J � � x Q _ � H F U_ � CN} 124LF -18" STM. S @ 0.50% Q U ~ J \ $M � W p w O � IJi � U - w � � J J Z J J � � O STM 402 84in) SHEET NO. C6.13 ?016 WIDSETH SMITH NOLTING RIM EL. 958.65 I= MH INV. L. = 951.0 � INV INN 951.10 3 STM. H 403 Q INV INN = 953.11 8" (CB -7 1) � INV OUT SW = 951.00 36" () � z_ CASTIN :NEENAH R -1733 2 O 0? M a0 ti o� � O N o00 O M w� a0 M � O � O O � O 00 N O 00 N O 0') N °� 00 N O 00 � O I` � O 00 � °� O O O O O O O O O U� W C� W C� W C 7 W (� W U� W C 7 W U� W U W LL Il LL. L.L LL Il L.L LL 0 +50 1 +00 .I• \(1115R -MII I S \(1115R(1 (17(1- Mnntiralln \(1115R(1(17(1 (1(1(1 -Naw z a =O� 0 w O z 0 0 30 O�i 11 1 w W� w a 0 0 0 0 C, C N > O N m w o a � � N ¢ W � Q H 2 O } m W m o m 0 6i z 2 4 LLJ Z J O Z W 0 \ ° STM. MH � 3 CB -701 a � / "STM. S. \STM. C N C W tiw c i Q) U Q) L U Q un a� w SCALE (IN FEET) �° I 975 970 965 '.1 955 950 945 co Lo O 1 +50 2 +00 2 +17 IT- 011585075 (iwn Plnttad hv•Mika Ruda 7119/9516 11.46•(15 AM n OZQ �Oj � Oxiw z O�� J z (F.- � ¢ U � Z ¢ d � � N N � axwz O ~ Z aZa� Q o O w ��w0 H Q Z W ro � 2 � U H }m CN }W 2 W J � Ud�Q � ui m�Q� W �at- J � � x Q _ � H F U_ � CN} Q U ~ J \ m � W z SCALE (IN FEET) �° I 975 970 965 '.1 955 950 945 co Lo O 1 +50 2 +00 2 +17 IT- 011585075 (iwn Plnttad hv•Mika Ruda 7119/9516 11.46•(15 AM n LLI Z Q O U � U 2 ro � Q U ~ J J W � w Z � W z w O � IJi � U - w � � J J Z J J � � O SHEET NO. C6.13 ?016 WIDSETH SMITH NOLTING CONNECT TO 24" PVC RETAIL STORE STORM SEWER INV. = 953.50 e \ °LU • lu r • 8" WATERMAIN w' A/ ------------------------------------------------------------------------------------------------------------------ I I = I I � I I O Z d 1 1 F d° V ZN H J O� w Z a� i Hf) 0 U U F a W N^ W Q •� C w \ \ I I 0 30 60 Of z 1 - - - - - - - p z W rn SCALE IN FEET) W ° z ��� co Of 5; Of a 959 z z z 958 LD 957 Q�w cr_ U � � nJV T � w W Q o 955 U. `' � g,>-Fno 953 z �z w 952 awOz � 951 a 4 �za� o --� 950 _D °o ° Z W =2( }> m J W w O l~L D UaQ° u U)_ 1 / w0--< tscp (r aFQ _ 1 ` LO d c° \ =a == U 00 i9c5`> 6' °' rn rn rn � �- _��� —' J FES 402 APRON c1\ >- INV. = 950.00' \ *ft� z O a U STORM SEWER — FES-402 TO RETAIL STORE CONNECTION z 0 D w 965 9 965 L � � � � r` ti � � c� N � � U' W C7 W C7 W (� W C7 W U W C� W LL W L�W C) 0 o �_z o N N ° m 2 LO Z W W � � Q 2 2 O } (r } m w CO 0 m 0 6i Z :2 6i � U Z Q U � 2 m O (n O U 0 C) O J � w � w z LL W 0 Cr� W ' w �- J O w N LL a U � J J Z � J J O O SHEET NO C6.14 J: \01158- MILLS\ 011560070 - Monticello \011560070.000 -New Store \CADD \CIVIL \C06- UT- 011560070.dwg Plotted by:Mike Rude 7/19/2016 11:46:10 AM ©2016 WIDSETH SMITH NOLTING C6.14 J: \01158- MILLS\ 011560070 - Monticello \011560070.000 -New Store \CADD \CIVIL \C06- UT- 011560070.dwg Plotted by:Mike Rude 7/19/2016 11:46:10 AM ©2016 WIDSETH SMITH NOLTING J: \01158- MILLS\ 011560070 - Monticello \011560070.000 -New Store \CADD \CIVIL \C06- UT- 011560070.dwg Plotted by:Mike Rude 7/19/2016 11:46:10 AM ©2016 WIDSETH SMITH NOLTING CONCRETE PAVING SCHEDULE Of z a Z 0 I Of c CONCRETE AGGREGATE O ro(", DESCRIPTION z REINFORCEMENT J Z C) DEPTH BASE N wp0� w U)>-UU),° A TRANSFORMER /GENERATOR (ON FOOTINGS) 10" 10" WOVEN WIRE FABRIC /REBAR CL z d 0 O w FpwO Q � W Q Z F 2 U F I B LOADING DOCK 8" 8" WOVEN WIRE FABRIC /REBAR J w w ❑ D Q U a Z w co Of < w w 0- F C SIDEWALK 5" 5" SEE SECTION AT SIDEWALK EDGE DETAIL WOVEN WIRE FABRIC D STORAGE YARD ENTRANCE 8" 8" „ #4 STEEL @ 16 O.C. E STORAGE YARD, AUTO CENTER ENTRANCE, CARWASH, DUMPSTER, MOTORCYCLE PARKING (WITH THICKENED 6" 6" WOVEN WIRE FABRIC & REBAR EDGE) F TANK FARM 6" NONE WOVEN WIRE FABRIC WITH REBAR BLOCKOUTS NOTE: BITUMINOUS PAVEMENT SECTIONS ARE SHOWN ON CONSTRUCTION DETAILS PLAN SHEET 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 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 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 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 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 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 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 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 r I I I I I I I I I I L ---- L —. SEE CONSTRUCTION DETAIL PLAN SHEETS FOR APRON DETAIL (TYP.) L------------------------------------ I I . . .... . .... I I I I I I - I I I J L I I as I I I I I ' I I I I I I , I ' O I I I I � r cn I I I I —n Cn a — � I I -n - - -' I I -J I II I I I I I I I I ^1> ^J I I ` I I l J I I ` ' I I m II U) I I vv J, I 40 I W N I I w C I I I I I I r I I I I I I I I Z I I I I I L - J -------------- - - - - -- - - - - - - -- - - - - - -- 0 I I L a� I .• I I , I I I I I II I SEE DUM DUMPS I I I I II I I III I I I I I I j I I I I I I I I I I I I j I j I I I I I I I j I I I I „ I L O ER GATE AND ' PAD DETAILS I / / / c / C / is / I l / I / / / r- co In E / E �• / Ci \ O O O O O O O O O V z J O Z C� C i W U) 0 ►i i 0 w a� U) a� U U Q Q) a� .nn w p- �V) L ;4 0 LIGHT DUTY BITUMINOUS PAVEMENT HEAVY DUTY BITUMINOUS PAVEMENT / a / U ~ / O / w — / � w z LL NORTH w O Z w 0 Q w J i O J J a w / LL a- U � / 0 80 160 J J O 5; SCALE ( IN FEET) SHEET NO. 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SH V / .O J: \01156- MILLS\ 011580070- Monticello \011560070.000 -New Store \CADD \CIVIL \C07- PV- 0115B0070.dwg Plotted by: Mike Rude 7/19/2016 11:46:52 AM © 2016 WIDSETH SMITH NOLTING 91 EACH) SEE SEE DRIVE LANE &TRAFFIC ARROW FLOW DETAIL "P.) rm T A a'souo AT BIBITUMINOUS S EDGE EOGE V DASHED YELLOW AT CENTERUNE(TYP.)� STOPSION I�I I SOLID YELLOW I I I I - - - - -- - --- ---- --------------- ----- - - - - -- \ \ 4' DOUBLE / \ SOLID YELLOW / \- 4- DOUBLE SGLDYELLOW ^ STOP SIGN SEE NOTE 1, STOP SIGN MONUMENT SIGN (SEE SHEET A5(I.1 &550.1) �O y� S� MONUMENTSIGN V (SEE SHEETAW. 1& 550.1) 18' SOLID WHITE STOP BAR W SOLID WHITE CROSSWALK STRIPE T SPACING TYP. 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CONDUIT VACUUM ISLAND DETAIL (NOT TO SCALE) z 1. d ° d C a CONCRETE SLAB 0 0 r LANDSCAPE TIMBERS SEE CART CORRAL CONSTRUCTION DETAIL - - - -- - - - - -- - -- – ---------- - - - - -- – -- – --------------------------- - - - - -- -- ---------------------------------------- ------------------------ ------ -------- - - - - -- , – ------- - - - - -- -SLOPE SLAB-------------- - - - - -- – SEE PARKING LOT LIGHPOST — 30" DIAMETER BASE DETAIL TYPICAL: 1/2" EXPANSION MATERIAL AROUND EACH LIGHT BASE TOP OF CONCRETE – -------- - - - - -- CURB IS LEVEL -------- -------------------- – – ------- - - - - -- -SLOPE – BLAB - -Q0 ---- - - - - -y SLAB LEVEL w/ TOP OF CURB SECTION B -B SECTION A —A PLANTING AREA .. 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CO m ❑ Z W W Y Q Q W a U a = ❑ cn ❑ U N Z 1% WHITE W/ BLACKJ REGISTERED ORANGE BLACK WHITE BACK LIT WHITE BORDER TRADEMARK LOGO BACKGROUND LETTERS W/ BLACK BORDER 3 CANOPY SIGNAGE KEROSENE CANOPY SECTION, DETAILS & PHOTO (NOT TO SCALE) J: \0115B- MILLS \0115B0070 - Monticello \0115B0070.000 -New Store \CADD \CIVIL \C10- DT- 0115B0070.dwg Plotted by: Mike Rude 7/19/2016 11:49:40 AM © 2016 WIDSETH SMITH NOLTING 0 0 0 0 r` 0 O m 0 W m Z ED 0 a J 0 J w ~ W I W O w O W U w O J w � E' a- _U U) U) F- N J J Z Z O O SHEET NO. C10.4 -Z >aw Z Z) Z ❑ J J O Z Q Q U, > > > o W Z Z j � (1) Z W 0 W Ww W F 0 ❑ z N > N 0 Q Q W z Q Z Z ;. CO m ❑ Z W W Y Q Q W a U a = ❑ cn ❑ U N Z 1% WHITE W/ BLACKJ REGISTERED ORANGE BLACK WHITE BACK LIT WHITE BORDER TRADEMARK LOGO BACKGROUND LETTERS W/ BLACK BORDER 3 CANOPY SIGNAGE KEROSENE CANOPY SECTION, DETAILS & PHOTO (NOT TO SCALE) J: \0115B- MILLS \0115B0070 - Monticello \0115B0070.000 -New Store \CADD \CIVIL \C10- DT- 0115B0070.dwg Plotted by: Mike Rude 7/19/2016 11:49:40 AM © 2016 WIDSETH SMITH NOLTING 0 0 0 0 r` 0 O m 0 W m Z ED 0 a J 0 J w ~ W I W O w O W U w O J w � E' a- _U U) U) F- N J J Z Z O O SHEET NO. C10.4 N Z 1% WHITE W/ BLACKJ REGISTERED ORANGE BLACK WHITE BACK LIT WHITE BORDER TRADEMARK LOGO BACKGROUND LETTERS W/ BLACK BORDER 3 CANOPY SIGNAGE KEROSENE CANOPY SECTION, DETAILS & PHOTO (NOT TO SCALE) J: \0115B- MILLS \0115B0070 - Monticello \0115B0070.000 -New Store \CADD \CIVIL \C10- DT- 0115B0070.dwg Plotted by: Mike Rude 7/19/2016 11:49:40 AM © 2016 WIDSETH SMITH NOLTING 0 0 0 0 r` 0 O m 0 W m Z ED 0 a J 0 J w ~ W I W O w O W U w O J w � E' a- _U U) U) F- N J J Z Z O O SHEET NO. C10.4 SHEET NO. C10.4 DETERMINED BY DUMPSTER PAD SIZE 12" INSULATED PRE -CAST PANEL BEYOND, RANDOM RIB PATTERN 7 C 2„ ■ CV I ,� ■ I �I (n U ■- N w - - - -� °° �� -- a I r I O I co ® - - -- -- - N- �`� ■ 2" TUBE STEEL FRAME GATE LEAFS w/ 5 -1/2" x 3/4" COMPOSITE DECKING (COLOR TO MATCH ROOF FLASHING /FASCIA) TYPICAL OF 2 I I I. I - - -- -- �' .' ' I ° I ' a i � I 6"0 GATE POSTS, 24 • 2�� BAR LATCH DIAMETER l • • � I °• A .I CONCRETE ENCASE TO TOP OF •I' sl 1/2" CANE BOLT . .I II . FOOTING, SEE I I . 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Z M a� Q a� o a �_ - o J 1' -8" EZ w 0 U co-' r- ILL 31 -811 (rf - � Q m Of z w w o °o 9 0- Z wOZ Of L > > eo >O O�W ww O Z Z O z) 3 U_ Z J W_ W Q U E Z Q p wap0o f/1 } (n 0 N D Q W W Z -jWOZ ~ Q O O NZ 0 d F U WO Oww F � U lw�l 1' -0" 8" 1' -0" 4" 6" 1' -0" 6" 4" 1' -0" 8" 1' -0" 4" 1' -0" 1' -8" CN o J = \ ww0U- Va2O m Q L I-- w '- wQ¢w� a NOTE: ALL PAINT USED FOR STRIPING SHALL CONFORM TO END OF PARKING STALL OR ~ ~ > STANDARD MnDOT REQUIREMENTS AS OUTLINED IN MNDOT FACE OF CURB m SPECIFICATION NO. 3591, COLOR SHALL BE BRIGHT YELLOW DRIVE LANE & TRAFFIC ARROW FLOW DETAIL „ STOP STRIPING DETAIL (NOT TO SCALE) ( NOT TO SCALE) a U U W r n, w UNIVERSAL HANDICAPPED PARKING DETAIL Z > (NOT TO SCALE) W WUj W a 0 O o o o N z N C) o O m 7' -011 W 2 Q Q Z a ? ? o } } m w w ■ ' m o z w U IW- Q q w m Z D_ v C) O U rp O O O Z _o _c:) 00 ° o in - 00 11-411 8 " 1' -4" 0 8" Q cn V -6" 4' -0" 4' -0" V -6" J O J J W I— W NOTE: W Z 0 ALL PAINT USED FOR STRIPING SHALL CONFORM TO Q ~ ILL Z STANDARD MnDOT REQUIREMENTS AS OUTLINED IN MNDOT 1-- W O O SPECIFICATION NO. 3591, COLOR SHALL BE BRIGHT YELLOW W J V 20' -0" -j � w co c cn J J Z J_ J O Z O 0 2 2 " HANDICAPPED INSIGNIA STRIPING DETAIL SHEET NO. O.I (NOT TO SCALE) NOTE: ALL PAINT USED FOR STRIPING SHALL CONFORM TO STANDARD MnDOT REQUIREMENTS AS OUTLINED IN MNDOT SPECIFICATION NO. 3591. COLOR SHALL BE BRIGHT YELLOW J: \0115B- MILLS \0115B0070 - Monticello \0115B0070.000 -New Store \CADD \CIVIL \C10- DT- 0115B0070.dwg Plotted by:Mike Rude 7/19/2016 11:49:48 AM © 2016 WIDSETH SMITH NOLTING 1% V o Z � 8" tL o J w Z 00 = > U N 2 ` U U i Q w LU — Q > a� a� w %] + + R1 -1 (24" x 24 ") VARIES 01 ASTM TYPE IX 0 Of w + o-ZO NOTE: DIAMOND GRADE � LL, > >o ALL PAINT USED FOR STRIPING SHALL CONFORM TO STANDARD MnDOT REQUIREMENTS AS OUTLINED IN + SHEETING 2 a Z Z MNDOT SPECIFICATION NO. 3591. 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O Ow III +II I LL I— III III m w 4 awl I d d III +III CO p m a 4 w II III w w ?: U Z a p - II +III Q U O d I I I < II III p m p U m a a I I a a 4 M zL.L iii +iii — a = iii +11 II II d d I I 0 111 111 III II I 4 O p II II O III III 111 111 I II II I I II +II I a 11 II 4 III III I I � III +II I I I III III II III III +II I < 41 I t � uuu II i II ° II II II II LL 7r _ ___1j Q i a Q < U) O J a - J W H ° a w W a a Z a 2i Z a 4a 4 LL W O w a_j H w O _j M "STOP" SIGN DETAIL U_ 0- 0 1 -0 1 -0 (NOT TO SCALE) J J z Z 0 2 O p 2 2 U SHEET NO. CAST IN PLACE EXTERIOR BOLLARD DETAIL C 10.8 (NOT TO SCALE) J: \0115B- MILLS \0115B0070 - Monticello \0115B0070.000 -New Store \CADD \CIVIL \C10- DT- 0115B0070.dwg Plotted by:Mike Rude 7/19/2016 11:49:49 AM © 2016 WIDSETH SMITH NOLTING I / I / I / I / I / I / I / - I I - I i i yY0 - I rM i y Z i C �'�III tlll � • � j °III � R AR. LlII I' :irll 9 EAST PROPERTY LINE EXISTING TREES INVENTORY: - 2" ELM (QUANTITY = 3) - 3" ELM (QUANTITY = 3) \- 3" SPRUCE (QUANTITY = 6) - 4" SPRUCE (QUANTITY = 24) - 6" SPRUCE (QUANTITY = 36) - 8" SPRUCE (QUANTITY = 7) WEST PROPERTY LINE EXISTING TREES INVENTORY: - 2" ELM (QUANTITY = 8) - 3" ELM (QUANTITY = 2) SOUTH PROPERTY LINE EXISTING TREES INVENTORY: - 2" ELM (QUANTITY = 6) - 3" ELM (QUANTITY = 1) I- 3" SPRUCE (QUANTITY = 1) \ NORTH PROPERTY LINE EXISTING TREES INVENTORY: I - 3" ELM (QUANTITY = 7) I \ I \ I I I tL { NIL 7.1 C �i iii 0 �j a+0 , :I { Q+0 \ p *o P ii''; rp +o MILLS FLEET FARM 165,296 S.F� o + ^ O I L D�'• +O iili fill p O DSO A O j 00 00 j L6 00 it , A +O! D +0 0+0 ! 6' _ a o i 0+0 1112111! u� - III�III!'uL ._III�III�IIL:•.E= II�III IIL E- 111�III IIL• w�l!IjF L ■1 iii2 ��o ''\I �•e nilll111 :- ilu�!: �1u1�1 ::aul�l .._ - -- 0 • + + + + + + ++ + + + + + + + + + + + + + + + + + + + + ++ ++ + + + + + + + + + + + + + + + + + + + + ++ • + + ++ + + + + + + + + + + + + + + + + + + + + ++ . + + + + . +++++ + + + ++ • + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I ' .. . . .. . . . .. . . . . . 17111111111 . I ----- - - - - -- - - - -- moms qw ■J i If II' I! s! .I II II !I li II 'I it 11 H !i i! I! II GENERAL NOTES 1. AREAS IDENTIFIED AS "MULCH" ARE TO RECIEVE 3" OF 1.5" RIVER ROCK MULCH OVER MNDOT GEOTEXTILE - FILTER 2. 2. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 3. THESE NOTES ARE FOR GENERAL REFERENCE IN CONJUNCTION WITH, AND AS A SUPPLEMENT TO THE WRITTEN SPECIFICATIONS, DETAILS, ADDENDA AND CHANGE ORDERS ASSOCIATED WITH THE CONTRACT DOCUMENTS. 4. REMOVE ALL BURLAP FROM THE TOP OF ROOTBALL. REMOVE ALL GREEN TREATED BURLAP. REMOVE ALL PLANT IDENTIFICATION TAGS FROM ALL PLANT MATERIALS. 5. KEEP ALL PLANT MATERIALS MOIST AND SHADED UNTIL PLANTED. 6. FOR CONTAINER PLANTS: MAKE 4 TO 5 VERTICAL CUTS IN ROOTBALL AFTER PLANT HAS BEEN REMOVED. MAKE CUT 1/2" DEEP. PLANT IMMEDIATELY. 7. SPREAD MULCH SO THAT IT IS NOT IN CONTACT WITH WOODY BASE OF PLANT. 8. WHERE TREES ARE LOCATED IN OPEN GRASS AREAS, MULCH AT BASE OF TREES SHOULD BE ENCLOSED BY EDGING AND BE 5-0 IN DIAMETER. 9. MULCH TO BE CONTAINED BY 5" ROLL TOP PVC EDGING. EDGING TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. EDGING IS NOT REQUIRED WHEN ADJACENT TO CURB, WALLS, OR WALKS. 10. SOD ALL DISTURBED AREAS. (SEE SHEET C4.0) 11. LANDSCAPE CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES PRIOR TO INSTALLATION. 12. LANDSCAPE CONTRACTOR SHALL BECOME FAMILIAR WITH THE LOCATION OF ALL EXISTING AND FUTURE UNDERGROUND SERVICES AND IMPROVEMENTS WHICH MAY CONFLICT WITH WORK TO BE DONE. 13. FINE GRADING AND EDGING SHALL BE APPROVED PRIOR TO PLANTING OPERATIONS. 14. PLANT MATERIAL SHALL NOT BE INSTALLED IN AN AREA WHICH WILL CAUSE HARM TO ADJACENT STRUCTURES. NOTIFY THE ARCHITECT SHOULD CONFLICTS ARISE. 15. UNLESS OTHERWISE NOTED, FINISH GRADE OF PLANTING AREAS SHALL BE 2" BELOW ADJACENT PAVING. TAPER 4" DEPTH MULCH TOP DRESSING TO 1/2" BELOW ADJACENT PAVING (1 1/2" DEPTH) WITHIN 2" OF PAVING. 16. ALL EXISTING TREES, SHRUBS, VINES AND GROUND COVERS TO REMAIN SHALL BE PROTECTED. ANY DAMAGE CAUSED BY CONTRACTOR'S WORK OR NEGLIGENCE SHALL BE REPLACED OR REPAIRED AT THE CONTRACTORS EXPENSE TO THE SATISFACTION OF THE OWNER. 17. LANDSCAPE CONTRACTOR SHALL ASSURE COMPLIANCE WITH APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK AND MATERIALS SUPPLIED. 18. LANDSCAPE CONTRACTOR SHALL PROTECT EXISTING ROADS, CURB AND GUTTER, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING CONSTRUCTION. DAMAGE TO THESE ITEMS SHALL BE REPAIRED AT NO COST TO OWNER. 19. UNDERGROUND SERVICES SHALL BE INSTALLED SO THAT TRENCHES DO NOT CUT THROUGH ROOT SYSTEMS OF EXISTING TREES TO REMAIN. 20. LANDSCAPE CONTRACTOR SHALL REVIEW THE SITE FOR DEFICIENCIES IN SITE CONDITIONS WHICH MIGHT NEGATIVELY AFFECT PLANT MATERIALS ESTABLISHMENT, SURVIVAL OR WARRANTY. UNDESIRABLE SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO BEGINNING OF WORK. 21, LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ONGOING MAINTENANCE OF NEWLY INSTALLED MATERIALS UNTIL TIME OF SUBSTANTIAL COMPLETION. REPAIR OF ACTS OF VANDALISM OR DAMAGE WHICH MAY HAVE OCCURRED PRIOR TO SUBSTANTIAL COMPLETION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 22. EXISTING TREES OR SIGNIFICANT SHRUB MASSING FOUND ON SITE SHALL BE PROTECTED AND SAVED UNLESS NOTED TO BE REMOVED OR ARE LOCATED IN AN AREA TO BE GRADED. QUESTIONS REGARDING EXISTING PLANT MATERIALS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO REMOVAL. 23. EXISTING TREES TO REMAIN, UPON DIRECTION OF ARCHITECT, SHALL BE FERTILIZED AND PRUNED TO REMOVE DEAD WOOD, DAMAGED AND RUBBING BRANCHES. 24. SYMBOLS ON PLAN DRAWING TAKE PRECEDENCE OVER SCHEDULES IF DISCREPANCIES IN QUANTITIES EXIST. DETAILS TAKE PRECEDENCE OVER NOTES. PLANTING NOTES 1. LANDSCAPE CONTRACTOR SHALL LAY OUT PLANT MATERIAL PER PLAN AND FACE TO GIVE BEST APPEARANCE OR RELATION TO ADJACENT PLANTS, STRUCTURES OR VIEWS. CONTRACTOR TO OBTAIN APPROVAL FROM ARCHITECT PRIOR TO INSTALLATION. 2. PLANT LOCATIONS ARE DIAGRAMMATIC AND MAY BE ADJUSTED IN THE FIELD AT THE ARCHITECT'S REQUEST PRIOR TO INSTALLATION. OBTAIN APPROVAL OF PLANT LAYOUT FROM ARCHITECT PRIOR TO PLANTING. 3. ALL NEWLY PLANTED MATERIAL SHALL BE THOROUGHLY SOAKED WITH WATER WITHIN 3 HOURS OF PLANTING. 4. THIRTY DAYS AFTER PLANTING, CONTRACTOR SHALL RE -STAKE AND STRAIGHTEN TREES AS NECESSARY. 5. LANDSCAPE CONTRACTOR SHALL THOROUGHLY LOOSEN ANY COMPACTED SUBGRADES PRIOR TO PLACING TOPSOIL TO A MINIMUM DEPTH OF 10 ". ROLL SUBGRADES TO PREVENT SETTLING. 6. LANDSCAPE CONTRACTOR SHALL USE SALVAGED TOPSOIL FREE OF WEEDS, RHIZOMES, ROCKS, STICKS AND OTHER DELETERIOUS MATERIAL. CONTRACTOR SHALL BRING TO FINISH GRADE WITH 12" OF TOPSOIL IN ALL LAWNS AREAS, AND 12" OF TOPSOIL IN ALL LANDSCAPE BEDS AND GREEN SPACES. 7. LANDSCAPE CONTRACTOR SHALL REMOVE SOD, CONTAMINATED SOILS AND MISCELLANEOUS WASTE MATERIALS FROM AREAS TO BE PLANTED AND SEEDED. CONTRACTOR SHALL LOOSEN COMPACTED SUBSOILS BY TILLING AND PLACING SALVAGED TOPSOIL AS REQUIRED TO RESTORE GRADES AND MAINTAIN POSITIVE DRAINAGE AWAY FROM THE BUILDING. VERIFY FINAL LIMITS OF AREAS WITH ARCHITECT PRIOR TO COMMENCING OPERATIONS. 8. KEEP ALL PLANT MATERIALS MOIST AND SHADED UNTIL PLANTED. 9. NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS GRANTED BY THE ARCHITECT TO THE LANDSCAPE CONTRACTOR PRIOR TO THE SUBMISSION OF BID. 10. PLANT MATERIALS TO BE INSTALLED PER PLANT DETAILS. 11. PLANT MATERIALS SHALL BE FERTILIZED UPON INSTALLATION WITH DRIED BONE MEAL, OR OTHER APPROVED FERTILIZER MIXED IN WITH THE PLANTING SOIL PER THE MANUFACTURER'S INSTRUCTIONS OR MAY BE TREATED FOR SUMMER AND FALL INSTALLATION WITH AN APPLICATION OF 10 OZ. OF GRANULAR 10 -0 -5 PER 2.0" CALIPER TREE AND 6 OZ. PER SHRUB. 12. SHRUB BEDS ARE TO RECEIVE APPLICATION OF PRE - EMERGENT HERBICIDE (PREEN OR APPROVED EQUAL) FOLLOWED BY 4" DEEP MULCH. 13. LANDSCAPE CONTRACTOR SHALL WARRANTY NEW PLANT MATERIAL THROUGH TWO CALENDAR YEARS FROM DATE OF SUBSTANTIAL COMPLETION. MATERIAL SYMBOL COMMON NAME SCIENTIFIC NAME MIN. SIZE QTY HEIGHT WIDTH ZONE O ww Z CL z O 0 Q w LL Coniferous Trees o w n > C.1) O Z w Z J w O Z H ILza� Q o PA Pine - Austrian Pinus Nigra 6' B &B 215 60' 40' 3b }mrw 0 -, H SBH Spruce - Black Hills Picea glauca densata 6' B &B 214 40' 15' 2b Lu Q _ QQw .) ( of �_ z Deciduous Trees j Q 2 2 O EA Elm - Accolade Ulmus 'Morton' 2" Cal. 96 60' 40' 4a m HI Honey locust - Imperial Gleditsia triacanthos'lmpcole' 1.5" - 2" Cal. 32 35' 30' 4b Lu LJT Lilac Japanese Tree - Ivory Silk Syringa reticulate 'Ivory Silk' 1.5" - 2" Cal. 24 25' 20' 3a Q LB Linden - Boulevard Tilia americana 'Boulevard' 2" Cal. 10 60' 30' 3b MS Maple - Fall Fiesta Sugar Acer saccharum 2" Cal. 100 60' 60' 3b Coniferous Shrubs JA Juniper - Andorra Juniperus horizontalis'Andorra' 2 GAL. CONTAINER 407 12 " 10' 2b JBS Juniper - Blue Star Juniperus squamata' Blue Star' 2 GAL. CONTAINER 331 3' 4' 4a Deciduous Shrubs AC Alpine Currant Ribes alpinum 2 GAL. CONTAINER 22 5' 6' 2a SAW Spirea - Anthony Waterer Spirea x Bulmalda 2 GAL. CONTAINER 24 3' 4' 3b V � Z 0 J 0 w � Z > a� i F C_ U) �C o U a� _U W Q v♦ � 0 m ("D ILLJw i F L Iron dzo moo= rn 0>w OLuw O ww Z CL z O 0 Q w LL w Q oo' o w n > C.1) O Z w Z J w O Z H ILza� Q o 7) 0 LL Of w O O OU) w �: U co }mrw 0 -, H w 0 H W w O LL Of 0 O a w mIa3: J w IL - Q W Lu Q _ QQw .) ( r m z O a 0 U) w 0 z O V) w Ly w w Q 0 __ SYMBOLS LEGEND O CANOPY TREES + + + SEED Follow CESSO Y BUILDIN WITH MULCH RING + + 17, i83 S.F. p EVERGREEN TREES SOD z WITH MULCH RING U) O SHRUBS EROSION CONTROL BLANKET J 0 W w '- a 1 I � c� z LL-LL CONSTRUCTION ENTRANCE Q p -- ------- - - - - -- I 1.5 RIVER ROCK MULCH I I I I 0Y z W UJI O J J • ❑ IRRIGATION CONDUIT RIPRAP WITH FILTER FABRIC o E' U Q • J J z W • • � J J 0 > PLANT SYMBOL (SEE SCHEDULE) 0 60 120 2 2 2 0 I 1 QUANTITY, THIS LOCATION SHEET NO. ISCALE ( IN FEET) r) L 1 .0 J: \0115B- MILLS \0115B0070 - Monticello \0115B0070.000 -New Store \CADD \CIVIL \L01- LP- 115B070.000.dwg Plotted by: Mike Rude 6/6/2016 9:56:27 AM © 2016 WIDSETH SMITH NOLTING 0 0 0 0 r` z O oN �: O O m w = L0 co of of �_ z j Q 2 2 O w } m o m m z Lu 2 Q 0 O- 0 O (n O 0 __ SYMBOLS LEGEND O CANOPY TREES + + + SEED Follow CESSO Y BUILDIN WITH MULCH RING + + 17, i83 S.F. p EVERGREEN TREES SOD z WITH MULCH RING U) O SHRUBS EROSION CONTROL BLANKET J 0 W w '- a 1 I � c� z LL-LL CONSTRUCTION ENTRANCE Q p -- ------- - - - - -- I 1.5 RIVER ROCK MULCH I I I I 0Y z W UJI O J J • ❑ IRRIGATION CONDUIT RIPRAP WITH FILTER FABRIC o E' U Q • J J z W • • � J J 0 > PLANT SYMBOL (SEE SCHEDULE) 0 60 120 2 2 2 0 I 1 QUANTITY, THIS LOCATION SHEET NO. 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I I �c \ \ o W of Sp s \ r n cn p PA PA A 5 3 s >� HI.••• . BUFFER NEAR FEET G /10��� IRRIGATION CONDUIT (TYP.) ® j 1 1141 / LB / I I / PA ; MS , / r/ i 1 I I � I 1 I 1 1 1 0 I I i rill © •1 .1 , • r` \\� • • •1 • . o • L. • rr \ © Po Of LU • • �/ .. H , • ` ' cz - .0 �• ����:\ : • \\\ - , Lu . -mm MNLW F/ a ca r o m © ` w� r IPA- PI a • •� ■■ �; � tI' - 1 11 �I /A Lu AM _ Ilr Lw! 11 11 0 �j ►/ �� MIN AN F- m p , O LLI �� © fly LLJI • i 0 40 80 SCALE ( IN FEET) UPPLEMENT EXISTING SEE SHEET L1.3 1 1 3111 • :•1 31 1111 �'.� �Y1 • ■11111• • • -•• •- 6/62016 • �� I� • ie��� i ► If. I 0 0W OLTING +o she • I O s I -4 ------ - - -�-- - - - - -- —O - -- -- TIS 0 � I • I SBH I 0 • NO LANDSCAPING WITHIN THE UTILITY EASEMENT PA 10 t 10 10 SBF I 0 1 I 0 • 10 • 10 MS �0 1 10 10 i0 1 i0 i0 • I 0 10 • 10 0 • 10 I • • 10 • 0 10 • I 0 10 o I 0 0 • • 0 • 10 0 0 EA 0 1 0 • I BUFFERTYPE'A' 1 O • . PA TYP. PLANTING /100 I O 5 LINEAR FEET I .•. 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PLANTING /100 LINEAR FEET L —4 0_ I I I I I 1 I I I I II 0_ I 1 I I BUFFER TYPE 'C' SUPPLEMENT EXISTING TREES WITH REMAINING QUANTITIES TO COMPLY WITH BUFFER TYPE 'C' TREE REQUIREMENTS. 0- III I' I I -- _ - _ _ _ ------ ----------- ----------------- -------------------- I I ACCESSbRY BUILDING 0- 17,583 S.F. 1:10 I (U (U i I n F L _ Ir O O Q Of az0 LU Oz 0 - l O1> w W w 0DFD � -(n z Q W LLwQ Z Q 'L U) >- " U ~O W W awoz_ Z d , p LL p w O U � W H w U H LL O7� W w O LL w < 0 m Ir Q co wa - a W Q Q W " I I m z O a U U) w 0 co z O w ty w w Q 0 w o zco CN LLI Q I > I I Do I o I 0 J 0 ' J w 1 Z o,p i 1 I I as ) Z W a $ O V U I H • ° J W �o 1 = 0 � � .� O 0 w . ' Z U F %• :.. LL a- C — < Q Z Z Z J J 0 m W 0 40 80 m m r• '• '• Al o •.° •. ri • 0- III I' I I -- _ - _ _ _ ------ ----------- ----------------- -------------------- I I ACCESSbRY BUILDING 0- 17,583 S.F. 1:10 I (U (U i I n F L _ Ir O O Q Of az0 LU Oz 0 - l O1> w W w 0DFD � -(n z Q W LLwQ Z Q 'L U) >- " U ~O W W awoz_ Z d , p LL p w O U � W H w U H LL O7� W w O LL w < 0 m Ir Q co wa - a W Q Q W " I I m z O a U U) w 0 co z O w ty w w Q 0 w o zco CN LLI Q I > I I Do I o I 0 J 0 ' J w 1 Z o,p i 1 I I as ) Z W a $ O V U I H U Q J W �o 1 = 0 � � 1 1 O 0 w � Z U 0- III I' I I -- _ - _ _ _ ------ ----------- ----------------- -------------------- I I ACCESSbRY BUILDING 0- 17,583 S.F. 1:10 I (U (U i I n F L _ Ir O O Q Of az0 LU Oz 0 - l O1> w W w 0DFD � -(n z Q W LLwQ Z Q 'L U) >- " U ~O W W awoz_ Z d , p LL p w O U � W H w U H LL O7� W w O LL w < 0 m Ir Q co wa - a W Q Q W " I I m z O a U U) w 0 co z O w ty w w Q 0 w o zco CN LLI Q I > I 0 0 Z I I as Z W a $ O O Q U I � cn Z J J m ------ - - - - -- ------------------ - - - - -- = Q Q W 0 J Z � F H LL a- C — < Q Z Z Z J J 0 m W 0 40 80 m m o ri • z L1.3 • • I Lu J: \0115B- MILLS \0115B0070*onticello \0115B007 .000 -New Store \CADD \CIVIL \LO1- LP- 115B070.000.dwg Plotted by:Mik Rude 6/6/2016 9:56:37 AM © 2016 WIDSETH SMITH NOLTING o 2 co Q U 0 O (n O U I Z I I as H J 0 W a $ I W Q U I � cn Z Z ------ - - - - -- ------------------ - - - - -- ------------------------------- - - - - -- Q LL _. 0 J wLU ow W I LL a- C — < J J Z J J 0 J Z 0 40 80 W • SHEET NO. ri • SCALE (IN FEET) L1.3 • • I J: \0115B- MILLS \0115B0070*onticello \0115B007 .000 -New Store \CADD \CIVIL \LO1- LP- 115B070.000.dwg Plotted by:Mik Rude 6/6/2016 9:56:37 AM © 2016 WIDSETH SMITH NOLTING EDGING, MULCH AND FABRIC DETAIL NOT TO SCALE 2 SHRUB PLANTING DETAIL NOT TO SCALE \� 7 cr \ \ GARDEN HOSE THREADED WITH SUPPORT WIRE � I EDGING AS SPECIFIED MULCH AS SPECIFIED 3" MIN. DEPTH 8" PLANTING SOIL MIN. 12" PLANTING SOIL MIN. BELOW ROOT BALL EXISTING SUBGRADE TREE PLANTING DETAIL NOT TO SCALE 3" FLEX IN WIRE 3" TO 3 "' DIA. POST TREE WRAP TRUNK FLARE - AT FINISH GRADE LINE MULCH AS SPECIFIED, KEEP MULCH 1 -2" BACK FROM TRUNK FLARE. EDGING AS SPECIFIED 8" TOPSOIL MIN. 12" TOPSOIL MIN. BELOW ROOT BALL \ \\\ UNDISTURBED SUBGRADE H W 1 i :7? L !m r- p of zOf 0 azp [Oz Z) Of O j 5w ww Ojz � � Z Q F W LL W Q ap0O � �wW OLL �oa� m w0 O c) w =lu�I } m J W H L w<<0 CL m T Q 3: W d — J W Q I-- W _��� co m z 0 a O 0 W p z O w L w Q O z U J co 0 Li Q p W W V � Z E FINISH GRADE o EDGING AS SPECIFIED, INSTALL ACCORDING TO J MFGR'S SPECIFICATIONS O w Z p MULCH AS SPECIFIED 2 T ( I cf) 5� L WEED BARRIER FABRIC AS SPECIFIED. LAP 6" AT a JOINTS 0 W 8" STAPLES TO ANCHOR WEED BARRIER, ti o TRIANGULAR SPACING 3' O.C. AND 1' O.C. LINEAR Q �, SPACING AT JOINTS = w EDGING AS SPECIFIED MULCH AS SPECIFIED 3" MIN. DEPTH 8" PLANTING SOIL MIN. 12" PLANTING SOIL MIN. BELOW ROOT BALL EXISTING SUBGRADE TREE PLANTING DETAIL NOT TO SCALE 3" FLEX IN WIRE 3" TO 3 "' DIA. POST TREE WRAP TRUNK FLARE - AT FINISH GRADE LINE MULCH AS SPECIFIED, KEEP MULCH 1 -2" BACK FROM TRUNK FLARE. EDGING AS SPECIFIED 8" TOPSOIL MIN. 12" TOPSOIL MIN. BELOW ROOT BALL \ \\\ UNDISTURBED SUBGRADE H W 1 i :7? L !m r- p of zOf 0 azp [Oz Z) Of O j 5w ww Ojz � � Z Q F W LL W Q ap0O � �wW OLL �oa� m w0 O c) w =lu�I } m J W H L w<<0 CL m T Q 3: W d — J W Q I-- W _��� co m z 0 a O 0 W p z O w L w Q O z U J co 0 Li Q p W W W Q p 0 0 0 0 ti o z o = m w Q Q z � z Q z o m W } m ED w Z Y � W � 2 m Q U p co p O a U ~ O J LLI LLl Z LL w C o J LLl O J 0� LLI LL 0- U J J Z J J O �W- SHEET NO. L1.4 co Q W W d Q Z J ------------------ 2 3 (4., 5 6 T I 210' - 0"I 116' -0" 1 94' -0" 61' -6" 26-0" 40' -0" 40' -0" 41' -6" I I I I I I 1 I I I I o m A9.5 2 A6.1 7 476' - 0" 43'- 0" 8 ) ( 9 ) (10) (11 ) (12 41' -6" 40' -0" 41' -0" 41' -3" 20' -3" I I I 2 I A9.5 13 o 140D.1 130B , d B d ° PC 42 U` I PW STR Cl I ( STR Cl Cl - a STR PW 214A q.. ., a I a °(de i ° STR C1 7 STR Cl A8.2 DB A7.3 A7.3 o 4 e - I - -- - - - - -- - - - -- - - - - - - q G1 G1 G1 � -d 140K I STR C1 2 A9.4 STR C1 3 STR C1� �4 - A11.2 - A11.2 A8.2 4 _ 1� low <) <) I C� - 6 WAREHOUSE ° J. u A8.1 135 1 L 4 <STRWCI A9.4 o A11.2 VB v 4 A6.1 0 O (V Lo M O co io M v O (V v M o - Lo to A.7 = 0 0 0 U) a°- <> c) ()l 35B PW�� -° STR -C,' . e > C> c) PC tr STR C1 p 5 A11.3 9 FINISH FLOOR A9.5 ELEV = 100' 3 - A9.3 A8.2 4 � - - - - - - - - A11.3 - -- a _ FITTING I " ROOMS 123 _ de 72 24m-- I a 3 G1 IP ala A11.3 AUTO p g - SERVICE, - SHOP G1 cl I 124 STR 5 I I I I I I I I A11.3 I I I � PC�` o a� A8.1 Cl 2 I STR - o A11.1 100A C> O <) I e N a 4 1 I ud SKYLIGHTS (TYP.) - - - - - - - - - - - - - 1 1 A11.1 PC 3 A9.2 A9.1 <> c) <> > <) <> C> STR Cl 2 PC A11.1 I I I A11,3 <STR Cl 5 II <> <> <) <> <> ") Lo co Q m '.Co. _ d" m m A7. I o r V OO I 10 1 T- 0" I 05 10 I A8.1 A7.2 I d a d B 2A 11 ❑ I 100B I 1246 I ° - [W201:) N a " N .{ � W202 .� 108A 108C 111A d ° d E004 FLAG OLE ° a P d o DB 2' - 3 7/8" 31'- 9 7/8" 9'- 8 1/8'. 22'- 4 3/8" 18'- 3 3/4" 101-9 30'- 6" 32' -0" 29' -6" 26' -0" 40' -0" 4'- 35' -6" 41' -6" 43' -0" 41' -6" 12'-6"[10'-O'- 17' -6" 41' -0" 41' -3" 20' -3" 40' -0" 132'- 0" 174'- 0" 1. 170'- 0" 476'- 0" 1 1.5 2 3 4 4.1 5 6 1 7 8 8.3 9 10 11 12 13 A6.1 S FIRST FLOOR PLAN E W 1 " = 30' -0" N 5/27/2016 2:32:06 PM Z� N E O J O� w Z F _ U) v ♦ � U i Q N N • LI Y LV } O� W � Q W E- LL O UZQO C) U_ >cf) IY Q J a- U) Og _j J 07 w z Z W Q W O amQF o D °NW O =LLI °° <zz o H d Q QWZI - � Z }a. LWO JU �Q5=W LE Q w IL U�=Q� O m °`TWO W W C) W W =0� g�UI - Q 2 _O°J(n SHEET OF m1IIIlllI H � O W C) 0 O col) _j J 07 w z Q O � a O O J J Z in W o W O SHEET NO. m � © 2016 WIDSETH SMITH NOLTING SHEET OF LLI Z cn Q r U 2i O m w m m o Lu ui � v z 2 m Q U 0 D cn D U H � W C) 0 col) _j J 07 w z Q � a LL w w O -I w O J J Z in W J � O W SHEET NO. A1.1 © 2016 WIDSETH SMITH NOLTING SHEET OF ZQ) E 2 O J > Oc 3 -T.O. PRECAS� W 1 1.5 2 3 TA I 5 6 n 8 8.3 9 10 11 12 13 133' - 8" 1aA 4 76' - 0" 2 -T.O. PRECAST N 16' 0" 7' - 0" 22' - 6" 26' 0" 7' - 6" 23' - 0" 9' - 6" 35' - 6" 41' - 6" 43' - 0" 41' - 6" 12' - 6" 14' - 0" 13' 6" 28' 6" 12' - 6" 41'- 3" 2' - 3" 18' - 0" 24' - 0" 16' - 0" 130'- 8" 4' -6„ N o U) z 1- T.0126 E2AS N T.O. SILO = RANDOM RIB Cn :3 Z204 167'- 8" U T.O. WINDOW +-� TYP. 5 7 m ' 122' - 10" EXPOSURE U LL `�' T.O. EXPOSED BAND N 10 A6.1 0 122' - 5" {_' 0" 8'- 0" A6 1 EXPOSED 2201 2202 16" HIGH ADDRESS SIGN A6.1 M T.O. PRECAST w BAND N T.O. RANDOM RIB i DB DB 133'- 8" T g 120'- 5" Q TYP. OF 6 2 -T.O. PRECAST 2 -T.O. PRECAST \ H 1 p — K H 3 -T.O. PR 33AS$ 130' - 8" Lo 130' -8" \ / FIS I D S AC b 47 1 -T.O. PRECAST I iv n 8' - 0" 126' RANDOM RIB L 0 0 0 L 'n 0 0 o w EXPOSURE a' 0 P H P � Z210 a c� I `n DB `, B.O. WINDOW _ w m 111' 0" w -- - -- M f a1 FINISH FLOOR Z w �� O T.O. STACKED RIB BAND � 100' -p„ E Q E 61 C B2 B1 �' F ) B2 B1 _ _ � 108'- 8" E004 m 32 "X32" STACKED - A6.1 0 Ir uwi PATTERN EXPOSED DB SIM. U J r W 00 NORTH ELEVATION ON co 00 FINISH FLOO� loo?_ 0" FINISH FLOOR � SMOOTH FINISH 1001-01, V z Lo co DISPLAY WINDOWS 6 PRECAST ACCENT PATTERN ° F 13 12 11 10 8 �" / 6� 5 4 3 2 1 1/811 = 1' -0" L �* 476' -0" UD0U) U J FIELD VERIFY FOR EVEN can O g Q T.O. SILO 12" +/- TYP. VERTICAL LAYOUT Z W - w � 167' - 8" N AROUND PERIMETER < H o PREFINISHED METAL ct A.7 Q. m = �I SILO DOME (ORANGE) O J = o P wo ILL >_ U H a Z Z of a Q W Z H a O 24 "X18" LOUVER 30 "X24" LOUVER > > r a w J H TYPICAL OF 2 6 M SEE MECH. SEE MECH. 9, 0„ o w O} 1 W Q j= W 0 4' -0 24 "X18" LOUVER A6.1 D R 3' _ 4 DARK BROWN Q LL w¢ w U z Q -SEE MECH. PAINT (SEE COLOR U w � 0- — J — T.O. EXPOSED BAND U �, Q SCHEDULE FOR a , J e m o w � Lij 1- T.0126'�21/2" BY EIFS LA) APPLIED 122' - 5" a w Z U CONTRACTOR _ U F ® I I ® B1 20" TALL X 6" DEEP _ O o _j U LETTER SIGNAGE ON ® C RETAINING WALL 6" PAINTED RACEWAY d } - - - 4 m EIFS PREMIXED O FJ � a w INTEGRAL COLOR } U KKA FINISH FLOOR (COFFEE MILK) Z B1 100' -0" ww O B2 TYPICAL F G F F FIRE PUMP TEST HEAD F G > w O �T.O. RANDOM RIB 4 0 Q liw< 120 5„ a 2 SOUTH ELEVATION a +� " a w a W 30' -0" V- JOINTS >001 ° SEE DETAIL 6/A20.2 >001 Z O C D E F O H J w Ln 356'- 0" EIFS ACCENT PATTERN � 0 EXTERIOR SIGNAGE DETAIL � 1/2" = 1' -0" �— 3/4" = 1' -0" V -6T 8L0 W �N SEE ELECTRICAL FOR — FW- LOCATION /QUANTITY PATTERNED �� 18 "X18" LOUVER 2203 PRECAST iv -SEE MECH. DB 24' -0" 9' -0" —3-T .O. PRECAST _ 8 LIGHT FIXTURE SMOOTH Cp 133'- 8" J D A 18 "X18" LOUVER �A h A6.1 SURFACE p H H TYPICAL OF 6 SEE MECH. 1 _ 1 -T.O. PRECAST o C) 2 -T.O. PRECAST -- .. 1 TYP. �� a p 130' - 8" L 0 o o 126' - 2 1/2" i co m W a C r L o AIJT® SERV CE a a R z � � Q 0 9 Q U 2 O M v , DO 0 0 0 0 0 0 0 0 0 o v e FINISH FLOOR } °}° m 1001-01, V I}i C0 w g Y D G B2 F 61 > ui Q Q w m TYPICAL TYPICAL o 0 o U O U.N.O. U.N.O. SEE PIPE BOLLARD ON EACH SIDE OF N ILL z ILL OVERHEAD SPICAL. SEE DETAIL WEST ELEVATION LIGHT ACCENT DETAIL SEE 1 " = 30' -0" 1 /2" = 1 ' -0" PRE -CAST J H G F E D C 6.1 B A.7 A.2 A CONTRACTOR TO 356'- 0" REMOVE TOP 9" OF HIGH RIBS TO ACCOMMODATE T.O. SILO METAL FLASHING 167'- 8" (NOT SHOWN), N AND 72" AT ROOF OVERHANG SEE i D5001 D300 M SEE DB DB L9'- 0" 24'- 0" SIM. 12 0 3 -T.O. PRECAST H TYP. OF 6 R J A 133'- 8" '-1 J 0 y1 -T.O. PRECAST '� 2 -T.O. PRECAST J (n Z 126' - 2 II /2„ — — ... -.- _ .. _ 0 130' 8" - W O T.O. SMOOTH FINISH o L LLI Z Q V 114' - 0" 9® ,a 9 �a HIGH RIB PANEL DETAIL Q > �I W. ' FINISH FLOOR �— W W Til L._.J 100' - 0" � w O J B1 G F COMPACTOR B2 E 61 K C LAC W TYPICAL OF 5 J J O 4 EAST ELEVATION uu � � � W 1 = 301-011 SHEET NO. If A6.1 5/27/2016 9:56:51 AM © 2016 WIDSETH SMITH NOLTING SHEET OF EXTERIOR FINISH SCHEDULE SYMBOL BASE MATERIAL COLOR FINISH REMARKS OA SCUPPER COLOR TO PREFINSHED MATCH COPING B1 PRECAST CONCRETE HIGH RIB PANELS #1060 -PLUM EXPOSED AGGREGATE 62 PRECAST CONCRETE DECORATIVE PANELS #1013 -BUFF EXPOSED AGGREGATE OC POURED CONCRETE OMETAL TRIM SPECIFICATION PREFINISHED OALUMINUM ENTRANCES &STOREFRONT SPECIFICATION PREFINISHED OSTEEL DOORFRAME SPECIFICATION PAINT O SECTIONAL OVERHEAD DOOR SPECIFICATION PREFINISHED OH SIGNAGE VERIFY COLORS W/ ARCHITECT OJ EPDM MEMBRANE O FLAG POLE DARK BRONZE ALUMINUM PROVIDED BY OWNER - INSTALLED BY ELEC. CONTRACTOR OPRECAST CONCRETE DECORATIVE PANELS WHITE EXPOSED AGGREGATE 4'X4' +/- PATTERN, 3/4" V- GROOVE OEIFS PLASTER SPECIFICATION SAND BLAST 8 "X16" BLOCK PATTERN - PAINTED O SILO DOME -SHEET METAL SPECIFICATION PREFINISHED OP ALUMINUM DISPLAY WINDOWS SEE PREFINISHED SPECIFICATION OQ KNOX BOX PREFINISHED PROVIDED BY OWNER - INSTALLED BY ELECTRICAL CONTRACTOR OR OVERHEAD FRAMING &DECK SEE PAINT SPECIFICATION O NOT USED OT EIFS PLASTER WHITE SAND BLAST 3'- 3 "X3' -3" +/- PATTERN, 3/4" V- GROOVE NOTES: 1. COLORS &FINISHES BY ARCHITECT. PAINT ALL LOUVERS, GRILLES, PIPING &EQUIPMENT TO MATCH ALL ADJACENT WALL /ROOF /SOFFIT SURFACE UNLESS INDICATED OTHERWISE. (09 9000) 2. SEE DETAIL P100 FOR LOUVER OPENING DETAILS DB 3. TYPICAL OF ALL OVERHEAD DOOR NUMBERS: - OVERHEAD DOOR NUMBERS ARE MOLDED PLASTIC SIGNAGE V -11 1/4" in iz N - CO GREEN TREATED 2x8 FASCIA & 2x10 SOFFIT TREATED 2x4 (2) 2 X 6 BOLTED TO 12" INTERLAKE SPACER — GREEN TREATED 2x8 VERTICAL SIDING o d TYP. GRADE ' A SECTION 3/8" = 1' -0" 3' -9 1/2" 1 [tH:iY 2' -11 13/16" 1' -6 7/16" r� u IVA i u Fo M 00 M � M N DB TYP SHED ROOF TRUSS @ 48" o.c. TIE TO 11 7/8" x 1 3/4" LVL HEADERS WITH SIMPSON HURRICANE STRAPS DB TYP. T.O. WALL EL. = 116'-0" GRADE EL. = 100' -0" 2 ST FENCE END ELEVATION 1' -0" ELEVATION. SEE SITE PLAN FOR DIMENSIONS. 3 SOUTH FENCE ELEVATION -0" EXTERIOR FINISH SCHEDULE SYMBOL BASE MATERIAL FINISH REMARKS OA METAL FLASHING PREFINISHED BROWN OB 2 x 8 GREEN TREATED VERTICAL SIDING 6" INSIDE O WITH OC 2 x 8 GREEN TREATED FASCIA & SOFFIT f0 KEEPER (0 OD 28 GA. METAL ROOF PANELS PREFINISHED BROWN 0 zo # 5 THREADED @ 24" O.C. W /INSERT IN PRE -CAST PANELS 6" CONCRETE SLAB v I I w / #4 @ 16" O.C. EACH WAY 2' -0" X 1' -2" FOOTING W/ 2 #5 CONTINUOUS, T /FOOTING @ 4' -0" BELOW GRADE z SECTION PLYWOOD GREASE ZERK /5/8" SECURELY 1/2" X 8" FASTENED AT BEVELED BOTH ENDS CEDAR SIDING PREFINISHED ° ° d METAL FLASHING 6" INSIDE O WITH d p CONTINUOUS f0 KEEPER (0 8 2 2 x TREATED OPEN NOTCH WOOD BLOCKING d d d °d w /TAPCON 80 0 PIPE ANCHORS @ 24" p O/C <" 12" INSULATED \ PRECAST PANEL S SLOPE CONCRETE SLAB $ CAP DETAIL 2" TUBE STEEL FRAME GATE LEAFS w/ 5 -1/2" X 3/4" COMPOSITE DECKING TYPICAL OF 2 SEE C219/DB SIM. 6" POST W/ HINGES INSTALLED BY CONC. DUMPSTER PAD 3/16 " =1' -0" c u INFILL REMAINING OPENING — BETWEEN PERIMETER RACKING AND CHAIN LINK FENCE. ? "x2" TUBE STEEL FRAME i -1/2" X 3/4" 'OMPOSITE DECKING COLOR TO MATCH WILDING FASCIA) ;ANE BOLT �o SECTION DETERMINED BY DUMPSTER PAD SIZE T.O. METAL RO T EL. = 119' -2 1/2" �,T.O. WALL EL. 116'-0', 4 EAST FENCE END ELEVATION 31 32" = 1' -0" PLAN DETAIL FOR FENCE END NTS 2 - 6 "x3 "X1/2" PLATES, 1 WELDED GREASE ZERK TO SLEEVE, 1 WELDED TO GATE (TYPICAL) W/ 4 - 5/8" THROUGH BOLTS 6" INSIDE 0 (TYPICAL @ 4 LOCATIONS) SCHEDULE 80 WO, ° ° d 6" INSIDE O Oa, _j d p j I f0 RIB PATTERN ° d ° p A I OPEN NOTCH d d d °d UC~J0 80 0 PIPE wwz p D o r 00 S SLOPE CONCRETE SLAB 03 0 d TOWAF DS GATT 1/8" PQR z2~ = U ui H - 1 = \ -tom° ° FOOT ° ° p O U U) 4 ° _ O U d d p ° d d Z¢ io w d p W F I z Q d 2 p \� \\ \ \ U 0- w m Q 0 J 6" POST W/ HINGES INSTALLED BY CONC. DUMPSTER PAD 3/16 " =1' -0" c u INFILL REMAINING OPENING — BETWEEN PERIMETER RACKING AND CHAIN LINK FENCE. ? "x2" TUBE STEEL FRAME i -1/2" X 3/4" 'OMPOSITE DECKING COLOR TO MATCH WILDING FASCIA) ;ANE BOLT �o SECTION DETERMINED BY DUMPSTER PAD SIZE T.O. METAL RO T EL. = 119' -2 1/2" �,T.O. WALL EL. 116'-0', 4 EAST FENCE END ELEVATION 31 32" = 1' -0" PLAN DETAIL FOR FENCE END NTS 2 - 6 "x3 "X1/2" PLATES, 1 WELDED GREASE ZERK TO SLEEVE, 1 WELDED TO GATE (TYPICAL) W/ 4 - 5/8" THROUGH BOLTS 6" INSIDE 0 (TYPICAL @ 4 LOCATIONS) SCHEDULE 80 WO, SLEEVE W /CAP 6" INSIDE O Oa, _j SCHEDULE 80 j I COLLAR RIB PATTERN 3/4" DEEP HOLD I OPEN NOTCH 6" SCHEDULE UC~J0 80 0 PIPE 3/4" RADIUS (REVERSE AT CLOSED POSITION) 11 HINGE DETAIL SIMILAR AT BOTTOM HINGE 2" TUBE STEEL FRAME GATE LEAFS w/ 5 -1/2" x 3/4" COMPOSITE DECKING (COLOR TO MATCH ROOF FLASHING /FASCIA) TYPICAL OF 2 11 A13.1 2" 12" INSULATED PRE -CAST 1 j \ N PANEL BEYOND, RANDOM it \ Oaw a- Z0 O WO, M Tq Oa, _j O Z RIB PATTERN U �z U) of J UC~J0 W wwz m D o r 00 03 U w z2~ = U ui H L - -- 1 = \ -tom° \\ NI �I � - -_ O U U) ¢ _ U }mJ0 Z¢ w d LL 0 J w 0 W F I z Q I \� \\ \ \ U 0- w m Q 0 J wa�w _ W<< O W U o Z I W m \\ \ \\ Of _ 0 cn 0 U Z U) m 1 1 \ — U LL W L - -•- N \\ - -� W a Uj O _j w � U_ IJi L- •11.1. .r- I I I'• ` -- -- -- - --- - -' - -" I 11.7 2" BAR LATCH h • I I I 6"0 GATE POSTS, 24" DIAMETER � . _ CONCRETE ENCASE TO TOP OF I''+I SW G y 1/2" CANE BOLT FOOTING, SEE FOOTING � II ., ,I, .` tl -'I,� STRUCTURAL 2 a DUMPSTER ENCLOSURE DOORS FURNISHED AND INSTALLED BY MISC. METAL SUPPLIER. ELEVATION 1/4 " =1' -0" W L.4 im III J: \01156- MILLS \011560070- Monticello \011560070.000 -New Store \CADD \ARCHWccessory Building\A- FP -EV- Accessory Building- MONTICELLO.dwg Plotted by:Chris Satterlund 5/27/2016 10:23:45 AM ©2016 WIDSETH SMITH NOLTING V � Z � a� E O J W O� Z C 2 > V ♦ � U N 2 U Q W V♦ )ao N LLO W w it 0 Oaw a- Z0 O WO, M O Oa, _j O Z 0 U �z U) of J UC~J0 W wwz m D o r 00 03 z2~ = U ui H CL Of z Q Q _ D 0 O U U) ¢ _ U }mJ0 Z¢ LL 0 J w 0 W ww z — z Q w¢¢ m U 0- w m Q 0 J wa�w _ W<< O m z O F_ n iY U U w 0 U) z O U) w w Of w a 0 SHEET NO. A13.1 0 O O O ti W ° � o r 00 03 CO w m z Q U) ¢ _ U 2 O W 5.: in m CO °w z W U U 0 Z W m Q U Of _ 0 cn 0 U Z SHEET NO. A13.1 0) Z O H W CO CO O H Q U p W W 0 Z U) Z Y — U LL W W a Uj O _j w � U_ IJi vJ ^ SW G J J Z 2 a SHEET NO. A13.1 I o N N ACCESSORY BUILDING ELEVATION 1' -0" L. 87' -4" y V -4" 1' -4" 4" 4" OUT TO OUT GIRTS T.O. METAL ROOF Y EL. = 126-3 1/2" T.O. SIDEWALL EL. = 122' -0" E3 C2 � I II II ' II 11 II II II II II - II-------------- - - - -II -- - - - - -- I� ----- - - - - -- ----- - - - - -- II-------- - - - -II ----- - - - - -- -- A-------- -- I --------- IF--------+ E ----------- A------------- 11- ------------- IF----------- +F ----------- HI Go II II I II II II II II II II II II II - II------------- - - - -I� -- - - - - -- II ----- - - - - -- �I----------- - III------------ II ----- - - - - -- II - - -- - II -- I------------------- IF--------- ----------- - + ------------ IF----------- iF - - -- - - - 1- �I II I II II II II II II II � ICI II I II II II II II II II J. GRADE I' II II -------- II - -- II ----------- _II_ ----------- II C12 & C4 FRAMING OR OVERHEAD DOOR MOUNTING P DS (TYPICAL) 4" / 4" 1 1 -V \. I I-- _ r MAIN FgAME PROFILE 1/2" DIA. CABLE' 1 ° (L \� BRACING PER 4 `O `MANUFACTURER END WALL GIRTS C8 "x3 1/4 "x16 GA. L-4-0 (D-Al -------------------- 4 ---------------- 7i i i C ACCESSORY BUILDING SECTION l` - ' 6 3 A1: 2 THICKENED EDGE DETAIL l1/2" = 1' -0" STRAIGHT COLUMN WALL PANELS OUTSET GIRTS PREFINISHED METAL FLASHING 1/2" EXPANSION MATERIAL & SEALANT 4 A13.2 2X6 WOOD JOIST FRAMING @ 16" O.C. WITH BATT INSULATION, VAPOR RETARDER, 5/8" SHEETROCK BOTH SIDES AND 1/2" PLYWOOD ON THE EXPOSED SIDES. 2X4 WOOD STUD FRAMING @ 16" O.C. WITH BATT INSULATION, VAPOR RETARDER, 5/8" SHEETROCK BOTH SIDES AND 1/2" PLYWOOD ON THE WAREHOUSE SIDE STRAIGHT COLUMN WITH OUTSET GIRTS AND WALL PANELS 2X4 WOOD STUD FRAMING @ 16" O.C. WITH BATT INSULATION, VAPOR RETARDER AND 5/8" SHEETROCK BOTH SIDES 1 A13.2 (D_;� LER INK PUMP ROOM WALL SECTION EXTERIOR FINISH SCHEDULE SYMBOL BASE MATERIAL FINISH REMARKS OA METAL ROOF PANELS PREFINISHED GALVALUME OB LIGHT FIXTURE O C1 CONCEALED FASTENER WALL PANELS PREFINISHED TAN C2 CONCEALED FASTENER WALL PANELS PREFINISHED BROWN OD HORN AND STROBE PREFINISHED U�_� OE SIAMESE FIRE CONNECTION u >2 F OF PIPE BOLLARDS SHIELD SAFETY YELLOW OG PALLET RACKING GALVANIZED BY OWNER OH PLASTIC LETTERS PLASTIC BLACK - AT ALL O.H. DOORS EL. = VARIES 2 ACCESSORY BUILDING ELEVATION I I II II II I I II II II -- ----- - - - - -- I� ----- - - - - -- �I - - - -- - - II I I II II II I i I II II i II I - --------- ----- - - - - -- I� ----- - - - - -- �I - -- - - II - --------- -- ----------- fF--- - - - - -- -Hi - -- - - - - I - -- I------ - - - - -- ----- - - - - -- ----- - - - - -- GENERAL NOTE: 1. SEE A20.1 FOR DOOR SCHEDULE OUTSET GIRTS ACCESSORY BUILDING SECTION NG V � Z E m 0 J O � w Z Z > 0 Z) o U Z� U_ Q tW C .i Li w II II w°z� II II II II 0¢w II II OUTSET GIRTS ACCESSORY BUILDING SECTION NG V � Z E m 0 J O � w Z Z > 0 Z) o U Z� U_ Q tW C .i Li w OUT TO OUT GIRTS w°z� 0¢w aZ0 v w 0 �O c v Off¢ O z 0 d J ¢ W -v U U p IiWZ � U�_� o a p U u >2 F co z Q? = J l l J ui Q \ / ° _ � p 0, W, U H >- F 0 ° Q }m W pew F- C7 w 0 Z z va¢� Q mmQO w w a �F _ LLI c) _ N U W p LLLL n U 0 cl) J J W Z J O J J O i \ / \ / \ / \ / \ / (D /x\ /x\ /x\ /x\ L ---------------- - - - - -- / -------------- - - - - -- - --------------- - - - - -- . , --------------- - - - - -- - --------------- - - - - -- OUTSET GIRTS ACCESSORY BUILDING SECTION NG V � Z E m 0 J O � w Z Z > 0 Z) o U Z� U_ Q tW C .i Li w w°z� 0¢w aZ0 w 0 �O c v Off¢ O z 0 d J ¢ W Z U U p IiWZ � U�_� o a p U u >2 F co z = J l l J ui Q O aiz¢ ° _ � p 0, W, U ~ H >- F 0 ° Q }m W pew F- C7 w 0 Z z va¢� Q mmQO w w a �F _ LLI c) _ N U m z 0 F= a U U) w 0 m z O U) w w w Q p o z N 0 w = Q U is m m w z Lli �j1 U 0 � Q U w p Cn p U 0 0 0 0 I- 0 0 m Lo 0 w w m z m 0 SHEET NO. Al 3.2 Q 0 J W Z W z Q ~ 5 LL m a_ 0 J w O W p LLLL n U 0 cl) J J W Z J J O U 2 Q SHEET NO. Al 3.2 YARD ENTRANCE WINDOW SCHEDULE W2 3' -0" 2' -9" AL 1" INSUL. DETAIL W020 /DB AL 2 GUARD HUT B34362C181 613 MANKO 400 SERIES OR EQUAL W3 6-011 21 -911 AL 1" INSUL. DETAIL W020 /DB DOOR COUNTERWEIGHT EQ. EQ. a oe SLIDING GLASS, MANKO 400 a L - - -J SERIES OR EQUAL FRONT ELEVATION 3/8" = 1' -0" io 5-0" BATT INSULATION w/ 6 MIL V.B. 28 GA. DARK BRONZE ANODIZED METAL OVER 1/2" PLYWOOD ON 2x ROOF FRAMING @ 2' -0" O.C. D 4 GUARD HUT SECTION 3/8" = 1' -0" l.iVI IVI \L I L Per I \VII - k. . i 1:12 SLOPE MAX. Q 6 GUARD HUT PLAN z 8' -0" I. 6' -0" L 5 GUARD HUT SECTION A 21 C as \P -LAM COUNTERTOP 61 -8" AL -1 AL 2 GUARD HUT B34362C181 613 1 E6A4 INSULATED 1/2 ALUM PANEL, z1Q DOOR COUNTERWEIGHT EQ. EQ. a oe (TYPICAL) a L - - -J a a FIBERGLASS PANEL ACCESSORY BUILDING 9., 9„ 9„ M SCHEDULE 100 = 0022 N OVER 3/8" PLYWOOD HM 17 N N IE72 F DB D306/DB (INTERIOR) N bo °D PAINTED PAINTED PLYWOOD a m a N PLYWOOD SHELF BELOW P -LAM COUNTERTOP r` M 101 BRACE COUNTER 3' -0" 7' -0" HM f p p ACCESSORY FL210839L IE72 Z (SEE ELECTRICAL) D306 /DB a 19' -2 1/2" a a _ D a a a cn BUILDING U V -8 1/2" BATT INSULATION 1' -8 1/2" 4 2' -2 1/2" 102 a Q 3' -0" T -0" HM HM 5/16" PREFINISHED ACCESSORY FL210839L I� m W Z D012/DB 75; LL 0 ALUMINUM CLAD W O w a _j J a BUILDING H = LL PLYWOOD 102A W 18' -0" 14' -0" OH 1 (TYP. ON EXTERIOR) SOLENOID LOCK NOTE 4 INSUL. D300P /DB, POWER VAPOR RETARDER Q BUILDING OPERATED 1028 t � 16' -0" 14' -0" OH 1 ACCESSORY SOLENOID LOCK 3' -0" 5' -1 " 3' -0" D300P /DB, POWER D 4 GUARD HUT SECTION 3/8" = 1' -0" l.iVI IVI \L I L Per I \VII - k. . i 1:12 SLOPE MAX. Q 6 GUARD HUT PLAN z 8' -0" I. 6' -0" L 5 GUARD HUT SECTION A v � COUNTER ELEVATION P -LAM VA COUNTERTOP EQ. EQ. -- J 1' -0" M N N PAINTED N PAINTED PLYWOOD PLYWOOD SHELF BELOW BRACE COUNTER ® ° A' ° d V d A n 8 OUNTER ELEVATION YARD ENTRANCE DOOR AND FRAME SCHEDULE 21 C as \P -LAM COUNTERTOP 61 -8" AL -1 AL 2 GUARD HUT B34362C181 613 1 E6A4 INSULATED 1/2 ALUM PANEL, z1Q DOOR COUNTERWEIGHT EQ. EQ. a oe (TYPICAL) a L - - -J a a NSUL., 1/Al2.1 ACCESSORY BUILDING 9., 9„ 9„ M SCHEDULE 100 = 3' -0" N HM HM 17 ACCESSORY N IE72 F F D306/DB ¢ ? PAINTED PAINTED PLYWOOD a m a N PLYWOOD SHELF BELOW m 0}0 a a4 101 BRACE COUNTER 3' -0" 7' -0" HM f p p v � COUNTER ELEVATION P -LAM VA COUNTERTOP EQ. EQ. -- J 1' -0" M N N PAINTED N PAINTED PLYWOOD PLYWOOD SHELF BELOW BRACE COUNTER ® ° A' ° d V d A n 8 OUNTER ELEVATION YARD ENTRANCE DOOR AND FRAME SCHEDULE 21 C as 3' -0" 61 -8" AL -1 AL 2 GUARD HUT B34362C181 613 1 E6A4 INSULATED 1/2 ALUM PANEL, z1Q DOOR COUNTERWEIGHT a oe (TYPICAL) a 1/2 GLASS a a NSUL., 1/Al2.1 ACCESSORY BUILDING DOOR AND FRAME SCHEDULE 100 = 3' -0" 7' -0" HM HM 17 ACCESSORY FL210839L IE72 F F D306/DB ¢ ? ? a m a BUILDING N m 0}0 a a4 101 w 3' -0" 7' -0" HM HM 17 ACCESSORY FL210839L IE72 Z (SEE ELECTRICAL) D306 /DB a 19' -2 1/2" a a _ D a a a cn BUILDING U V -8 1/2" N 1' -8 1/2" 4 2' -2 1/2" 102 a Q 3' -0" T -0" HM HM 17 ACCESSORY FL210839L IE72 m W Z D012/DB 75; LL 0 6-0" 4' -0" 4' -0" W O w a _j J a BUILDING H = LL 4 102A W 18' -0" 14' -0" OH 1 ACCESSORY SOLENOID LOCK NOTE 4 INSUL. D300P /DB, POWER Q BUILDING OPERATED 1028 t � 16' -0" 14' -0" OH 1 ACCESSORY SOLENOID LOCK NOTE 4 INSUL. D300P /DB, POWER BUILDING a H OPERATED 1020 16' -0" 14' -0" OH 2 1 ACCESSORY SOLENOID LOCK NOTE 4 INSUL. D300P /DB, POWER 1:12 MAX. BUILDING o o OPERATED 102D W3 18' -0" 14' -0" OH 1 ACCESSORY SOLENOID LOCK NOTE 4 INSUL. D300P /DB, POWER o z O zo ° ti HUT EF. FLOOR BUILDING a °O � OPERATED rn a 9 ° � a� - z] m M FRP C2 . D a ' Q a � a COMMUNICATIONS a WIREWAY 4 a a 16' -9" (SEE ELECTRICAL) 2' -10 1/2" a a jV-3 1 /2"ELECTRIC GATE OPERATOR G a DB ON @ GATE = 100' -0TYP Q a a N O CV a a a a D Q a D Q a V � Z E H 0 O J O� W Z c 2 a� v, 0 U N 2 U a W - W N 'b0 W H 0 fl�z O¢w LuOz E75 ::) j of OLww O�z cf) Z ¢ F W w¢ amOO �2WW ¢� W UZ CL z d W F�w0 p '- w L'i _ 2 U_ LLI H }mJw W 0 J = �0,OLL U 0- ¢ m01¢3: wa — J U) I I m z O F_ a Of U U) w 0 U) z O U) w w w Of w O z LijU J 0 0 I > I a as D D z� o 4 0 z1Q DOOR COUNTERWEIGHT a oe (TYPICAL) a 6" BOLLARDS a a a a a (TYPICAL) a Q = ¢ a S.O.G. ELEVATION @ GATE = 100' -0" o a a z c/) F F a ¢ ? ? a m a w N m 0}0 a a4 w Q Q 14' -0" Z Y ELECTRIC GATE OPERATOR POWER WIREWAY iv U Z (SEE ELECTRICAL) � a 19' -2 1/2" a a _ D a a a cn o U V -8 1/2" N 1' -8 1/2" 4 2' -2 1/2" a Q J O 15' -3 1/2" A20.1 o a U) z y m W Z 75; LL 0 6-0" 4' -0" 4' -0" W O w a _j J a J 0- U H = LL 4 aQ W ui222 Z J_ J O Q C� SHEET NO r A20.1 J: \0115B- MILLS \0115B0070 - Monticello \0115B0070.000 -New Store \CADD\ARCH \Yard Entrance- FP- GateHut- Monticello.dwg Plotted by:Chris Satterlund 5/27/20162:43:41 PM © 2016 WIDSETH SMITH NOLTING D � ° Q c ° 'n ° ' a Q ° o t � _ a h p zo a H ° i< ° a 4 a 2 4 1:12 MAX. o o e SLOPE DN W3 a GUARD o z O zo ° ti HUT EF. FLOOR X0.1 a °O � LEV. 100'-2"1 0.1 a w z a Z' ° a W3 F a a F ° a rn a 9 ° � a� - z] m M FRP C2 . D a ' Q a � a COMMUNICATIONS a WIREWAY 4 a a 16' -9" (SEE ELECTRICAL) 2' -10 1/2" a a jV-3 1 /2"ELECTRIC GATE OPERATOR G a DB ON @ GATE = 100' -0TYP Q a a N O CV a a a a D Q a D Q a V � Z E H 0 O J O� W Z c 2 a� v, 0 U N 2 U a W - W N 'b0 W H 0 fl�z O¢w LuOz E75 ::) j of OLww O�z cf) Z ¢ F W w¢ amOO �2WW ¢� W UZ CL z d W F�w0 p '- w L'i _ 2 U_ LLI H }mJw W 0 J = �0,OLL U 0- ¢ m01¢3: wa — J U) I I m z O F_ a Of U U) w 0 U) z O U) w w w Of w O z LijU J 0 0 I > I a as 0 0 4 0 0 ti o z O N m = ¢ ¢ W o 4 D z c/) F F ¢ ? ? O w m 0}0 m w 14' -0" Z Y W U Z � m Q U _ cn o U a as a a a D931 4 a o 4 D Q 14' -0" Z O W J W ca N FLOOR PLAN J O CO) Z o U) z y m W Z 75; LL 0 2f Q W O w a _j J a J 0- U H = LL J J W ui222 Z J_ J O Q C� SHEET NO r A20.1 J: \0115B- MILLS \0115B0070 - Monticello \0115B0070.000 -New Store \CADD\ARCH \Yard Entrance- FP- GateHut- Monticello.dwg Plotted by:Chris Satterlund 5/27/20162:43:41 PM © 2016 WIDSETH SMITH NOLTING 0 O N T 3 0 00 0 CV zn ih 0 0 0 0 r 0 0 N 0 in O .. ° I 'If z a z 3 C203A °_ ° z o N d a ° a- ° °. ° , m ° ° d A d v = ° ° ° 31.1 - _ ° ° -° _ - - - 6" CONCRETE APRON_ REINFORCED w/ 6X6 - W 2.9 a p - X W2.9 WWF w/ HEAT COILS �4 ° 6. 0.; d d d' SEE MECHANICAL- B 57' 0" a o a °6. V - 0" TYP. On g D d Lo L m S2 N m d p ro b fil d° °! ° �� ° m ! n ° ELECTRICAL° °d ° m TRANSFORMER' d ° ° a °a a° _ ° d , - d T.O. TRANSFORMER ° da. d P ° ° ° ° r 4,_ ° ' ° ° �, DETAIL FOR CONCRETE PAD EL. 100' A31.3 io) 1' - 8 1' 8" d CW308 ° = ;Oor DB a d ° SLABINFO. TRANS- 4. ° FORMER 1 2B k3B WATER METER ! ® ! ! ® F.D. F.. HYDRONIC SOFTENER S°°OF�T��EN °°°ER 1 DRYER DRYER — — — — — — — MANIFOLD RO UNIT RO UNI i — — BRINE T ANK o F.D. D N N II a�, (2) EV- Ultraclear Bsler 2 U Reclaim Pump wax � a � w Stations 2 6 6 Bulk Raspberry A31.3 Clear - Coa ° fO - - -- — — -- --- - - -- 2 2 N 2 _ _ DD V \ J — ' Pum ICI / p 'RO TANK TANK I io RO TANK I ' A31.3 °fQ 9 SOFT I ° _ Bay 11 n ON MEZZ I I ON MEZZ / �0 ON MEZZ / Ti GLOSS Detergent \ \ ' L TOUCHLESS A31.3 WASH BAIr I Touchless TOUC�iLESS WASH BAY 6 O 3 6 X. WASH BAY Bay 2 Control— — — I PLATFORM 2 I ° Cabinet B "Ik — _ — —F•D• I ABOVE � O 1, �_ __� Presoak __EQUIPMENT __ o —__ AIR C DB6D / b\, M COMP Touchless But Bay 2 Pump step ! Bench T"° Presoak - -- d o o Tri Wax EL, - z O - O ° c~n . 1 Touchless Bay 3 Control z `O 3 / d Cabinet f° 1, y _ _ a ° -- - -� -- - -� 1 0 F.D. d° T Waz d Touchless J Bay 3 Pump F D Booster ! , 1 Bench Tri wax �' Pump E300 I I I a_ I I I I I 1 DB Tri Wax X Booster A31.3 Pump 9" 8" 8"—j TYP. 1' -0" 16' -0" 16' -0" 16' -0" 20' -0" 1' -0" 1° g L — — — J L — — J L — — — ap $ 3 1 4 HYDRONIC A31.1 0 CW310 0 o A31.3 9 MANIFOLD A 1.1 00 — p DB o o gg B8 YP. N q o - O HYDRONIC 5' - 11" 00 PUMPS • O CORRIDOR. ' v UTILITY M CW105 2' -11" 10'_2" 2' -11" C? Ix ° 8 9 DB TYP. GROOVE LENGTH T- 9 1/4" < 5'- 3 3/4" i o UNDERCARRIAGE WASH UNDERCARRIAGE WASH UNDERCARRIAGE WASH BOILERS 3 \ N O O 8 cm \ V / p N _ r 2 B TIRE CHEMICAL MANIFOLD TIRE CHEMICAL MANIFOLD M � TIRE CHEMICAL MANIFOLD HYDRONIC MANIFOLD L r` _ F.D. 8 1 ® ! 2 ! N ® 3A 1 !� o CASHIER ' W1 10 d. Q 60 °d �- �_ Ell 14 b . 12 A31.3 ° ° °d° G d" ° d 1 C42 a CL CL D931 7' 4 F.D. d ° 31.3' °ad d - - - 2 I ° °- ° . a 3' 0 10' 0„ 6' 8",_1 10' 0" °4a ° ° 6'- 8" a 0 x 10' -01, .:, 3 - 0 o DB° RESTROOM ° �w ° 7 ti 5' -2" 6'_7" d a TYP: ° ° TYP. . d °TYP. - - d - ° eD ° d 4 1/2" Al zo d,d 6" CONCRETE APRON, ° d °. ° ° . REINFORCED w/ 6X6 - W 2.9' ° d 1 d X W2.9 WWF w/ HEAT COILS d ° d° C4 ° a a ° dSEE MECHANICAL - - d° 2 CUSTOMER ad. - n 5' 5 J 3 4' 4 6" AREA °d 5 d a ° ° a d TYP. ° ° ° 5. TYP TYP q ° ° 1' - 0" T 6 1 /2" 12'- 1 112" 1 _0" a 0 ° 9 °'d - ) d.° T UNITEC� ° E300 . °_ b O 4'COINBOX BY RYKO ' . °! ! " ' ° ! ! ° d ®F.D. F- "v TYPICAL (3) PLACES DB ° -� 0 a - d a "d ° °a ° d° a a °4 - TYP. �" d ° N ° °CONTROL d z e rn qII JOINT, ° U a ° ° d ' . - � d' N 1a 0) ° ° s° " a ELECTRICAL ° TYP.° a ° d 4 _ d a d° �d ° STUBUPS SEE d ° ° °� _ ° d ELECTRICAL. ° O ° ° a O - o d d ° CW901 ,4 DB TYP. ° d' 20.00° 4 A31.1 p d d 1, 0„ ® d d. a 17 - 4',--- d! a 4° 16' 8 a d 16 4° p .Q 1 19' 8" ° ° a IL no - ° - 7777�� 777 FLOOR PLAN e w E D E 3/16" = 1' -0" s 24 "x24" OPENIf ABOVE REFLECTED CEILING PLAN 1/8" = V -0" 0 co J N W E S 72'- 0" GENERAL NOTES 1. ALL PENETRATIONS THROUGH EQUIPMENT ROOM WALL TO BE SEALED WITH SEALANT AND STAINLESS STEEL COVER PLATES. 2. PRECAST SUPPLIER & ROOFING CONTRACTOR TO COORDINATE ROOF PENETRATIONS WITH MECHANICAL. 3. SEE SHEET A9.0 FOR WALL TYPES. NUMBERED NOTES ROOF RAIN LEADER 4" CONCRETE EQUIPMENT PADS BY CONCRETE CONTRACTOR COORDINATE LOCATION WITH CIVIL & MECHANICAL DRAWINGS CAR WASH TIMER - EXPANSION ANCHOR TO SLAB MAXIMUM DEPTH 4" TO AVOID HYDRONIC HEAT SYSTEM, PER MANUFACTURERS SPECIFICATION. 6" RAISED CONCRETE TRANSFORMER BASE MANHOLE CASTING & FRAME - SEE MECHANICAL (FURNISHED & INSTALLED BY PLUMBING CONTRACTOR) GAS METER - SEE MECHANICAL SAND INTERCEPTOR - SEE MECHANICAL MOP SINK WITH WATER HEATER ON WALL L- BRACKET ABOVE 10 42 PIPE BOLLARDS AND SLEEVES REQUIRED (VERIFY) 11 LOOP DETECTOR 12 RECESS CONCRETE FLOOR 3/8" IN RESTROOM FOR TILE. SMALL DIAMETER PIPE OPENING INSULATION 6.5" THICK @ EDGE ` II ME222 14" x 14" EXHAUST VENT, � DB VERIFY w/ MECH. CONTRACTOR o 0 o m to to 8'- 11/2" 11'- 101/2" CW312 DB II INSULATION 4" THICK @ VALLEY SMALL DIAMETER R302H PIPE OPENINGS SMALL DIAMETER / PIPE OPENINGS DB CW405 4" ROOF DRAIN TYP. ROOF DB eo," CW403 SCUPPERS MIN. (2) LAYERS SET 2" ABOVE U) POLYISOCYANURATE pg ROOF DRAIN 7, INSULATION (2" BASE m LAYER) BALLASTED EPDM ROOFING SYSTEM SMALL DIAMETER ° PIPE OPENING II M 0 0 o 0 0 0 0 CD CY) M INSULATION 6.5" THICK @ EDGE — co II �� II Oo ME222 12" x 12" GRAVITY INTAKE, m DB VERIFY w/ MECH. CONTRACTOR T- 4 1/4" 12'- 7 3/4" CW405 4" ROOF DRAIN DB II II INSULATION 4" THICK @ VALLEY ► CONDENSING UNIT S911 C SATELLITE -SEE MECH. DB ANTENNAE 3 3/4" CW400 CW401 8" DIA. OPENINGS DB DB CW403 o DB � II 6._0., m d m (TYP. 2 PLACES) 6 "0 OPENING SEE MECH. r INSULATION 6.5" THICK @ EDGE — — — — — — — — — ----- - - - - -- _ 4 "!D VENT STACK 14'- 4 "� 7' - 3 3/4" 10"0 OPENING SEE MECH. — - 0 CW404 8"0 OPENING 7' - 8" 14'- 0" DB SEE MECH. 0 y � o N - LINE OF PRECAST BELOW O 0 FRAMED PARAPET & SOFFIT m m EIFS DRIP all w INSULATION 9" THICK @ EDGE Z N J > OLI W Z T � W N Mn U T � i 0 i U N LJW z L0 } O� w co Q W UZO0 Ct > U_ O- Q > J cn O 2 Q z2Qw dmQ~ o =w ~p o of Zz H d Q D Qwz1 —< o }d -WO wQ>=w C7 W Luuz Q Of U =Q� }OU)W0O w co W U Z W 2 Lu W w Q U =w�UI — - O0_Jtq m1IIIlllI O O O 0 O ° O O L0 w L z c cn Q Q _ _ Q U U 2 2 O O w M w m CO W W m z Y LLI z U Z Z m Z N J > OLI W Z T � W N Mn U T � i 0 i U N LJW z L0 } O� w co Q W UZO0 Ct > U_ O- Q > J cn O 2 Q z2Qw dmQ~ o =w ~p o of Zz H d Q D Qwz1 —< o }d -WO wQ>=w C7 W Luuz Q Of U =Q� }OU)W0O w co W U Z W 2 Lu W w Q U =w�UI — - O0_Jtq m1IIIlllI O O O 0 O ° O O L0 m1IIIlllI co O U 111111111111111m < W _j 0 U _I W ZZ cl) W Z J Z 0. LL LL W a O O w 0 _j 0 W U) C/) O 50'- 4" 21'- 8" J J O 0 W 2E 2 2 LL am 72' - 0" SHEET NO. ROOF PLAN W E A30.1 1/8" = 1' -0" 5/27/2016 10:05:03 AM S © 2016 WIDSETH SMITH NOLTING SHEET OF O O O 0 O ° O O L0 w L z c cn Q Q _ _ Q U U 2 2 O O w M w m CO W W m z Y LLI z U Z Z m 111111111111111m < W _j 0 U _I W ZZ cl) W Z J Z 0. LL LL W a O O w 0 _j 0 W U) C/) O 50'- 4" 21'- 8" J J O 0 W 2E 2 2 LL am 72' - 0" SHEET NO. ROOF PLAN W E A30.1 1/8" = 1' -0" 5/27/2016 10:05:03 AM S © 2016 WIDSETH SMITH NOLTING SHEET OF U) C/) O 50'- 4" 21'- 8" J J O 0 W 2E 2 2 LL am 72' - 0" SHEET NO. ROOF PLAN W E A30.1 1/8" = 1' -0" 5/27/2016 10:05:03 AM S © 2016 WIDSETH SMITH NOLTING SHEET OF z 2 O J 0 119' -0" W 13' -0" 31' -0" 31' -0" 31' -0" 13' -0" 5: -P ol U) :3 U T (1) i a--+ F. Q 0 0 Ln CANOPY FLOOR PLAN 1/8" = 1' -0" 119' -0" N W E s CANOPY ROOF PLAN 1/8" = 1' -0" N W E s N 3:1w z o� Lo w w df UZQD U ' LL, Q' Q > J U) 0 2E Q a LL O Z W Q W O d m Q ~ O �pHW o =Wpp H o Z Z co H d Q p a a W Z H F O Od W J wQ > =w d W Z (7 Q uj Uof DQ� w M LL m 0- w— Q w �wwQ U 2��V1— 2 } m z 0 a U U) w n U) z 0 w ry W 0' W Q p O z O } O a LL O m O C Z Y o Q O cv ° a O Q U of m ° p U -3 w LL Z ao cn Q `- U 2 O L z m w } m a LL O m p C Z Y cl) Q w z Q a FM Q U of x O p cn p U -3 z a LL O F LU C O 0 W °6 cl) � J w W z z a FM w w a � O O O w LL O 0- w C LL W J J_ ct) J J_ z 1-- O Z U SHEET NO. A30.2 SMOOTH PRECAST PANEL ABOVE DOORS TYP. T.O. FLASHING 114' -7" END HI -RIB & R 112' -8" 12" HIGH LETTER SIGNAGE ON 12" HIGH WHITE MOLDED PLASTIC 6" PAINTED RACEWAY LETTERS AND NUMBERS, SEE 8/A31.3 12" HIGH BLACK MOLDED PLASTIC ADDRESS SIGN 72'- 0" FIELD VERIFY 9' -0" 16' -8" 16' -8" 8' -0" 21' -8" 2 A31. C G� 4 M 18" HIGH LETTER SIGNAGE 31.3 ON 6" PANTED RACEWAY T. O. EIFS 115' -10" H2 I Al io I I ih II L-- -------- -- -------- -- -- --- ------------------------------------ - -L - -- -- --------- - - - - -- -- - - - - -- RANDOM RIB SOUTH ELEVATION 20" x 20" STACKED PATTERN 1/8" = 1' -0" T.O. EIFS 115' -10" B.O. EIFS \ BASE MATERIAL FINISH REMARKS co PRECAST CONCRETE HIGH -RIB PANELS N #1060 - PLUM 0 BEGIN HI -RIB 00 100' -2" OB 87'- 0" FIELD VERIFY B.O. EIFS 110 -7" BEGIN HI -RIB 100' -2" FINISH FLOOR I I II I 1 I I L-20" I F_ - - - -- --- - -- --- -- ----�- _----- _L- - - - - -- __L_ L------- ---- -- �- - - - - -- --- - - - - -- ----_-------_-_-L------------_- RANDOM RIB x 20" STACKED PATTERN EAST ELEVATION 1/8" = 1' -0" EXTERIOR FINISH SCHEDULE SYMBOL BASE MATERIAL FINISH REMARKS Al PRECAST CONCRETE HIGH -RIB PANELS EXPOSED AGGREGATE #1060 - PLUM A2 PRECAST CONCRETE DECORATIVE PANELS EXPOSED AGGREGATE #1013 - BUFF OB POURED CONCRETE OC METAL FLASHING PRE - FINISHED OD STAINLESS STEEL DOOR D1 ALUMINUM ENTRANCE PRE - FINISHED SEE SPECIFICATION OE PRECAST CONCRETE DECORATIVE PANELS EXPOSED AGGREGATE WHITE. W/ 2' -8" X 2' -8" PATTERN 3/4" V- GROOVE CONTROL JOINTS OF SECTIONAL BIFOLD DOOR PRE - FINISHED O INTERNALLY LIT SIGNAGE ON 6" PAINTED RACEWAY VERIFY SIGNAGE COLORS , E_ WITH ARCHITECT OEPDM MEMBRANE Lwiui OI ALUMINUM WINDOWS PRE - FINISHED SEE SPECIFICATION IDEAL SHIELD COLOR OJ PIPE BOLLARD COVER SAFETY YELLOW OK CANOPY PRE - FINISHED SEE SPECIFICATION OL 16" WIDE OVERFLOW SCUPPER PRE - FINISHED O LAMINATED FOAM CORE PANELS WITH LED STRIP VERIFY W/ FURNISHED AND INSTALLED LIGHTING ARCHITECT BY CANOPY CONTRACTOR STAINLESS BY PETROLEUM CONTRACTOR, ON HORSESHOE BOLLARD STEEL INSTALLED BY CONCRETE CONT. OP KNOX BOX PRE - FINISHED VERIFY W/ OO BACK -LIT SIGNAGE ARCHITECT VERIFY W/ OR RAISED FUEL ISLAND ARCHITECT SEE C202 /DB OS LIGHT FIXTURE NOTES: 1. COLORS & FINISHES BY ARCHITECT. 4' ILLUMINATED LOGO -SEE DETAIL �\ END HI -RIB & RANDOM RIB FINISH FLOOR 100' 0" 8' -5" C, H, �L 1E, SIGN - TOUCHLESS 1/2" = 1' -0" 9 S.F. 7'J- r)" CICI h \ /CDICV II I I I I II II I I I I L------------------------------------------ - - - - -� - - - -- ---------- - - - - -- i RANDOM RIB NORTH ELEVATION 20" x 20" STACKED PATTERN 1/8" = 1' -0" R7'- n" FIFI n \ /FRIFV ;T FOR O. FLASHIN 114' -7" VISH FLOOR 4 WEST ELEVATION 1/8" = 1' -0" (2) THUS _ 8 5 Jt Al '80", SIGN - SOFTGLOSS 9 S.F. 7' - 3" D � SIGN -CANDY 11 S.F. 1/2" = 1' -0" SIGN -CHIPS 1/2" = 1' -0" (2) THUS J 1/2" = 1' -0" (1) THUS i D 10 S.F. 3' -11" L 4' -2" co D COQ � ED 0 zo V -2" �6" 2' -3" __Nv SIGN - GAS SMALL 3 S.F. X11 SIGN - POP 1/2" = 1' -0" 12'- 10" (2) THUS ri■ C�LaG�,1 LQ�a nI Ir 01 el SIGN - CAR WASH 20 S.F. 1/2" = 1' -0" (4) THUS 1/2" = l' -0" (1) THUS 7 S.F. (1) THUS r 4'- 10 1/2" 0 SIGN - LOGO 4 FT 20 S.F. 1/2" = 1' - 0" (1) THUS Z 2 J O LI W Z to 6 U i Q N W r z L Lo W LL H V 21' -8" 8' -0" 16' -8" 16' -8" 9' -0" U T.O. FLASHING C G 18" HIGH LETTER SIGNAGE ON 6" PANTED RACE C H AY 12" HIGH WHITE MOLDED PLASTIC LETTERS AND NUMBERS, SEE 8/A31.3 f //T SMOOTH PRECA: PANEL ABOVE D( T.I 114' -7" END HI & RANDOM RIB -RIB e e , E_ Lwiui N �t 0 0 FI 112' 0 END HI -RIB & RANDOM RIB 100' 2" 0 r o -1 o i II I I I I II II I I I I L------------------------------------------ - - - - -� - - - -- ---------- - - - - -- i RANDOM RIB NORTH ELEVATION 20" x 20" STACKED PATTERN 1/8" = 1' -0" R7'- n" FIFI n \ /FRIFV ;T FOR O. FLASHIN 114' -7" VISH FLOOR 4 WEST ELEVATION 1/8" = 1' -0" (2) THUS _ 8 5 Jt Al '80", SIGN - SOFTGLOSS 9 S.F. 7' - 3" D � SIGN -CANDY 11 S.F. 1/2" = 1' -0" SIGN -CHIPS 1/2" = 1' -0" (2) THUS J 1/2" = 1' -0" (1) THUS i D 10 S.F. 3' -11" L 4' -2" co D COQ � ED 0 zo V -2" �6" 2' -3" __Nv SIGN - GAS SMALL 3 S.F. X11 SIGN - POP 1/2" = 1' -0" 12'- 10" (2) THUS ri■ C�LaG�,1 LQ�a nI Ir 01 el SIGN - CAR WASH 20 S.F. 1/2" = 1' -0" (4) THUS 1/2" = l' -0" (1) THUS 7 S.F. (1) THUS r 4'- 10 1/2" 0 SIGN - LOGO 4 FT 20 S.F. 1/2" = 1' - 0" (1) THUS Z 2 J O LI W Z to 6 U i Q N W r z L Lo W LL H V LL z�0 U U D p m 0 0 0 0 -D o N co m 9 a Lo Z - U) Q Q U 2 o } m w m °w Lij Z Y D Lij _j Q Q w z m < w D U 0 W C) O Z J Lu _O � WZ H Z LL W Lu O J W a J LV J LL � W o 0- U J J Z W X W 2 2 2 w amSHEET NO. A31.1 5/31/2016 4:27:16 PM © 2016 WIDSETH SMITH NOLTING SHEET OF W C) O Z J Lu _O � WZ H Z LL W Lu O J W a J LV J LL � W o 0- U J J Z W X W 2 2 2 w amSHEET NO. A31.1 5/31/2016 4:27:16 PM © 2016 WIDSETH SMITH NOLTING SHEET OF 501-01, T -6" 35' -0" 7' -6" 0 VERIFY SLOPE WITH SITE PLAN (TYPICAL) ORANGE WHITE STRIPE BLACK STRIPE WHITE Inl I I IIII lul uu uu u I I HORSESHOE BOLLARD R N (TYPICAL AT FUEL j ISLANDS) SEE E303 /DB NOTE: • VERIFY FOOTING SIZE w /CANOPY SUPPLIER. • INSTALLATION BY CONCRETE CONTRACTOR. EAST CANOPY ELEVATION 1/8" = 1' -0" 'a uu F — — N I I I I I I I I v I T/ CANOPY � 121' - 1010" B/ CANOPY 118' -4" 119' - n" VERIFY SLC WITH SITE I (TYPICAL) Fn' _ n" NOTE: 4' - 6" • VERIFY FOOTING SIZE w /CANOPY SUPPLIER. • INSTALLATION BY CONCRETE CONTRACTOR. WEST CANOPY ELEVATION 1/8" = 1' -0" VERIFY SLOPE V1 PLAN (TYPICAL) SOUTH CANOPY ELEVATION 1/8" = 1' -0" 119' -0" 13' -0" 31' -0" 31' -0" 31' -0" 13' -0" IIII I I IIII IIII 11 IIII IIII I I IIII IIII 1 1 IIII LL uu 1 1 uu uu I I uu uu I uu uu I uu F r-- I —I - -, N I I I I I I I I NOTE: CD • VERIFY FOOTING SIZE w /CANOPY SUPPLIER. INSTALLATION BY CONCRETE CONTRACTOR. NORTH CANOPY ELEVATION 1/8" = V -0" CANOE 121' - 10" CANOPY I_-� 118' -4" T/ CANOPY �\ 121' - 10" V B/ CANOP 118' -4" F/ CANOPY 121' - 10" 3/ CANOPY 118' -4" LAMINA PANEL EXTERIOR FINISH SCHEDULE SYMBOL BASE MATERIAL FINISH REMARKS Al PRECAST CONCRETE HIGH -RIB PANELS EXPOSED AGGREGATE #1060 - PLUM � z of W Z zwQw EXPOSED amQH A2 PRECAST CONCRETE DECORATIVE PANELS AGGREGATE #1013 - BUFF OB POURED CONCRETE ORANGE 3: OC METAL FLASHING O O WHITE STRIPE M K OSTAINLESS STEEL DOOR SHEET NO. mpcnw0 BLACK STRIPE ALUMINUM ENTRANCE PRE - FINISHED SEE SPECIFICATION OE WHITE EXPOSED AGGREGATE WHITE. w/ 2' -8" X 2' -8" PATTERN HORSESHOE BOLLARD 3/4" V- GROOVE CONTROL JOINTS OF SECTIONAL BIFOLD DOOR PRE - FINISHED (TYPICAL AT FUEL OG INTERNALLY LIT SIGNAGE ON 6" PAINTED RACEWAY O ITH SITE ISLANDS) SEE E303 /DB r L WITH ARCHITECT OH L!R w m OI IIII I I IIII IIII 11 IIII IIII I I IIII IIII 1 1 IIII LL uu 1 1 uu uu I I uu uu I uu uu I uu F r-- I —I - -, N I I I I I I I I NOTE: CD • VERIFY FOOTING SIZE w /CANOPY SUPPLIER. INSTALLATION BY CONCRETE CONTRACTOR. NORTH CANOPY ELEVATION 1/8" = V -0" CANOE 121' - 10" CANOPY I_-� 118' -4" T/ CANOPY �\ 121' - 10" V B/ CANOP 118' -4" F/ CANOPY 121' - 10" 3/ CANOPY 118' -4" LAMINA PANEL EXTERIOR FINISH SCHEDULE SYMBOL BASE MATERIAL FINISH REMARKS Al PRECAST CONCRETE HIGH -RIB PANELS EXPOSED AGGREGATE #1060 - PLUM � z of W Z zwQw EXPOSED amQH A2 PRECAST CONCRETE DECORATIVE PANELS AGGREGATE #1013 - BUFF OB POURED CONCRETE LL. ct) Z 3: OC METAL FLASHING PRE - FINISHED LLQ> =w w o z OSTAINLESS STEEL DOOR SHEET NO. mpcnw0 D1 ALUMINUM ENTRANCE PRE - FINISHED SEE SPECIFICATION OE PRECAST CONCRETE DECORATIVE PANELS EXPOSED AGGREGATE WHITE. w/ 2' -8" X 2' -8" PATTERN 3/4" V- GROOVE CONTROL JOINTS OF SECTIONAL BIFOLD DOOR PRE - FINISHED Q OG INTERNALLY LIT SIGNAGE ON 6" PAINTED RACEWAY O VERIFY SIGNAGE COLORS r L WITH ARCHITECT OH EPDM MEMBRANE w m OI ALUMINUM WINDOWS PRE - FINISHED SEE SPECIFICATION Z Y IDEAL SHIELD COLOR OJ PIPE BOLLARD COVER SAFETY YELLOW OK CANOPY PRE - FINISHED SEE SPECIFICATION OL 16" WIDE OVERFLOW SCUPPER PRE - FINISHED 0 0 O LAMINATED FOAM CORE PANELS WITH LED STRIP VERIFY W/ FURNISHED AND INSTALLED LIGHTING ARCHITECT BY CANOPY CONTRACTOR STAINLESS BY PETROLEUM CONTRACTOR, ON HORSESHOE BOLLARD STEEL INSTALLED BY CONCRETE CONT. OP KNOX BOX PRE - FINISHED VERIFY W/ OO BACK -LIT SIGNAGE ARCHITECT OR RAISED FUEL ISLAND VERIFY W/ ARCHITECT SEE C202 /DB OS LIGHT FIXTURE NOTES: 1. COLORS & FINISHES BY ARCHITECT. CANOPY CROSS SECTION 1/2" = V -0" V*1,9 LED LIGHT STRIP 20 GA. GALV. STEEL GUSSET @ MAX. 48" O.C. LED LIGHT STRIP #360 ROOF DECK PREFIN. WHITE 20 GA. GALV. STEEL PREFIN. WHITE FASCIA BACKER ih io Z20 _lIN N I I 2' -10" 1' -6" 5' -0" SIGN — GAS CANOPY 1/2" = 1' -0" 1" M #360 ROOF PANEL 3" = 1' -0" MONTICELLO - 14 S.F. 5/31/20164:31:12 PM 20 GA. GALV. STEEL PREFINISHED WHITE ZQ) E 2 O J 0 W Z T � v/ 6 U N i Q N LL1W z r O� Lo w U01 v C) L-z::)0 U U::) 0cn acr Q3: :3 U)O:E a � z of W Z zwQw co amQH o U)o�w 0 =w0p H Of Z Z co H d Q D LL. ct) Z 3: °z r , 65 Y) O LLQ> =w w o z c� -) Q U�, QR SHEET NO. mpcnw0 w w�wwQ U ='r g � SHEET OF _O0JC) u ►— z O 1= 0_ IY Q w 0 U) z O w ry w w Q O W U O O cf) � z of W Z O Q O LL 01f W 0 W a J U JW W 0 O LL. ct) Z o WW J J 0 O N SHEET NO. N U A31.2 m a SHEET OF u w ` z fn Q Q U 2 O r L m M w m w Z Y 7 Q Z w H Q m U) U 0 0 W U O Z Z 1 cf) � z of W Z O Q LL 01f W W a J U JW W 0 O LL. ct) Z W WW J J 0 SHEET NO. A31.2 © 2016 WIDSETH SMITH NOLTING SHEET OF INTERNALI ACCESS PANEL (ONE SIDE ONLY 20' -8,,, MAIN STORE PYLON SIGN EAST /WEST ELEVATION 1/4" = 1' -0" )LOR PPLIED BY ;OLOR D LOGO Q61Z!A\'1 MAIN STORE PYLON SIGN NORTH /SOUTH ELEVATION 1/4" = 1' -0" 'AP EE COLOR JLA) APPLIED BY 3RALCOLOR SIDE ONLY) 19' -1 255/256" T -0 1/256" PREFINISHED METAL COPING 5-0" V � Z E a� 0 J 0 w Z H /w, L U N 2 U � a L L1 - a� LLw w 1 /2" SEALANT w/ AROUND SIGN F ��� BACKER ROD ALL h III GAS FINISHED DIMENSION w z � w MAIN STORE PYLON SIGN EAST /WEST ELEVATION 1/4" = 1' -0" )LOR PPLIED BY ;OLOR D LOGO Q61Z!A\'1 MAIN STORE PYLON SIGN NORTH /SOUTH ELEVATION 1/4" = 1' -0" 'AP EE COLOR JLA) APPLIED BY 3RALCOLOR SIDE ONLY) 19' -1 255/256" T -0 1/256" PREFINISHED METAL COPING 5-0" V � Z E a� 0 J 0 w Z H /w, L U N 2 U � a L L1 - a� LLw w 1 /2" SEALANT w/ AROUND SIGN F ��� BACKER ROD ALL h III GAS ir z H w z � w O¢w 0 0 0 0 ti o m r LO _ O m Z m 0 dzo 1- w0� co 0-1 v 0 o Z 0 U �z U of J M j ELECTRICAL 2r;0 u- W Z U 0, D o a U U U w CAR WASH -_- Z cr 2 U LL1 H 0 11 Z ¢ ¢ U _ D 0 _ �Ir w 0 _2U� O }mJ0 z¢ w0Jw 0 of woz z ¢ w¢¢ U 0- w mIr¢0 w w 0- w _ W Q 2 H U -�I-U } CID z O H a Fy U U W 0 U Z O U) w w Of n Q = MILLS ro r 1 /2" SEALANT w/ AROUND SIGN F ��� BACKER ROD ALL h III GAS w z � w 0 o �¢ Q U � r m CO ww 0 W Y U -j u 0 U 0 0 0 0 ti o m r LO _ O m Z m 0 M 3,591 REGO I M j ELECTRICAL MESSAGE CENTER II DISCONNECT 4o CAR WASH -_- 6'-0 5/256" _ I FIN. SIGN FOOTINGS BY CONCRETE CONTRACTOR SEE STRUCTURAL Q FEW U H J O W Z u- MAIN STORE MONUMENT SIGN EAST /WEST ELEVATION w a O 3 W 0 � � U u- C� J J Z Z W O 0 cn SHEET NO. A50.1 J: \0115B- MILLS \0115B0070 - Monticello \0115B0070.000 -New Store \CADD \ARCH \Exterior Signage\A- SIGNS -50 -1- Monticello.dwg Plotted by:Chris Satterlund 6/1/2016 4:42:24 PM © 2016 WIDSETH SMITH NOLTING odd x WIDSETH SMITH NOLTING WIDSETH SMITH NOLTING WIDSETH SMITH NOLTING WIDSETH SMITH NOLTING °•2 -,.. 4vr Y '. ,.. � _., �I - -- _ I o L A— r- HUNTING Tv._- .}i6 d'.`W °icz-j ili 50 _ PET SUPPLIES I, Ir xJ iYlm1 d. .nLr rJ aE0AGis SOCKS ANDY JAI_ fr .� ` I�III ,Nov r Monticello Mills Fleet Farm Parking Stall Analysis 6/1/2016 Store Location Year Constructed Retail Building S.F. Total Parking Stalls Total Parking Stalls /Retail S.F. Notes Rochester, MN 2006 273,201 S.F. 779 Parking Stalls 351 Parking Stalls /S.F. Carver, MN 2012 255,509 S.F. 884 Parking Stalls 289 Parking Stalls /S.F. Ankeny, IA 2013 260,645 S.F. 831 Parking Stalls 314 Parking Stalls /S.F. Mankato, MN 2015 183,622 S.F. 794 Parking Stalls 231 Parking Stalls /S.F. Local jurisdiction required more intensive parking requirments. Hermantown,MN 2016 183,622 S.F. 642 Parking Stalls 286 Parking Stalls /S.F. Average 1 1 1,156,599 S.F. 3930 Parking Stalls 294 Parking Stalls /S.F. Monticello, MN I N/A 1 165,296 S.F. 573 Parking Stalls 288 Parking Stalls /S.F. 1700 parking stalls required by Monticello Zoning Ordinance. Monticello Mills Fleet Farm Signage Calculation 6/1/2016 J:\ 0115B- MILLS\ 011580070- Monticello \0115B0070.000 -New Store \Permits \City of Monticello \Land Use\2016 -06 -01 Signage Areas.xls Facade includes one row of exposed LED strip lighting. Facade includes one row of exposed LED strip lighting Monument South Elevation Face of canopy includes two rows of exposed LED strip lighting. East Elevation Face ofcanopy includes two rows of exposed LED strip lighting. North Elevation Face of canopy includes two rows of exposed LED strip lighting. West Elevation Face of canopy includes two rows of exposed LED strip lighting. J:\ 0115B- MILLS\ 011580070- Monticello \0115B0070.000 -New Store \Permits \City of Monticello \Land Use\2016 -06 -01 Signage Areas.xls Black Hills Spruce Picea glauca 'Densata' Height: 40 feet Spread: 15 feet Sunlight: 0 Hardiness Zone: 2b Description: A spire -like evergreen, tall and stately with bluish -green needles, more densely branched and fuller than the species; very tough and adaptable, makes a wonderful vertical accent for the larger home landscape, ideal as a windbreak or in a shelterbelt Ornamental Attributes: Picea giauca "Densata" (Photo courtesy of Black Hills Spruce has bluish -green foliage which emerges light green in Northscaping.com) spring. The needles do not develop any appreciable fall color. The flowers are not ornamentally significant. The smooth gray bark adds an interesting dimension to the landscape. Landscape Attributes: Black Hills Spruce is a dense evergreen tree with a strong central leader and a distinctive and refined pyramidal form. Its relatively fine texture sets it apart from other landscape plants with less refined foliage. This is a relatively low maintenance tree. When pruning is necessary, it is recommended to only trim back the new growth of the current season, other than to remove any dieback. It has no significant negative characteristics. Black Hills Spruce is recommended for the following landscape applications; - Vertical Accent - Windbreaks and Shelterbelts Plant Characteristics: Black Hills Spruce will grow to be about 40 feet tall at maturity, with a spread of 15 feet. It has a low canopy, and should not be planted underneath power lines. It grows at a slow rate, and under ideal conditions can be expected to live for 90 years or more. This tree should only be grown in full sunlight. It is very adaptable to both dry and moist locations, and should do just fine under average home landscape conditions. It is considered to be drought - tolerant, and thus makes an ideal choice for xeriscaping or the moisture - conserving landscape. It is not particular as to soil type or pH, and is able to handle environmental salt. It is highly tolerant of urban pollution and will even thrive in inner city environments. This is a selection of a native North American species. Fall Fiesta Sugar Maple Acer saccharum 'Bailsta' Height: 60 feet Spread: 60 feet Sunlight: 0 Hardiness Zone: 3b Other Names: Hard Maple, Rock Maple Acer saccharum "Fall Fiesta" in fall Description: (Photo courtesy of Northscaping.com) A first class, reliable shade tree, featuring a fiery blend of fall colors ranging from yellow to orange and red; a large tree, best in larger landscapes; one of the hardiest selections, adaptable to soils, but dislikes air pollution and compaction Ornamental Attributes: Fall Fiesta Sugar Maple has dark green foliage throughout the season. The lobed leaves turn an outstanding gold in the fall. The flowers are not ornamentally significant. The furrowed gray bark is not particularly outstanding. Landscape Attributes: Fall Fiesta Sugar Maple is a dense deciduous tree with a more or less rounded form. Its average texture blends into the landscape, but can be balanced by one or two finer or coarser trees or shrubs for an effective composition. This is a relatively low maintenance tree, and should only be pruned in summer after the leaves have fully developed, as it may'bleed' sap if pruned in late winter or early spring. It has no significant negative characteristics. Fall Fiesta Sugar Maple is recommended for the following landscape applications; - Shade - Accent Acer saccharum "Fall Fiesta" in fall (Photo courtesy of Bailey Nurseries) Plant Characteristics: Fall Fiesta Sugar Maple will grow to be about 60 feet tall at maturity, with a spread of 60 feet. It has a high canopy with a typical clearance of 10 feet from the ground, and should not be planted underneath power lines. It grows at a medium rate, and under ideal conditions can be expected to live to a ripe old age of 100 years or more; think of this as a heritage tree for future generations! This tree should only be grown in full sunlight. It prefers to grow in average to moist conditions, and shouldn't be allowed to dry out. It is not particular as to soil pH, but grows best in rich soils. It is somewhat tolerant of urban pollution. This is a selection of a native North American species. Andorra Juniper Juniperus horizontalis 'Plumosa Compacta' Height: 12 inches Spread: 10 feet Sunlight: Q 4) Hardiness Zone: 2b Other Names: Youngstown Juniper Description: An incredibly beautiful groundcover evergreen for general landscape use, featuring blue -green foliage which takes on a purplish tinge in winter, attractively arching low branching habit, wide spreading; extremely adaptable and hardy; a fine groundcover Ornamental Attributes: Juniperus horizontalis "Plumosa Compacta" (Photo courtesy of Northscaping.com) ;QaV. Andorra Juniper has attractive grayish green foliage. The scale -like leaves are ornamentally significant and turn plum purple in fall. The flowers are not ornamentally significant. Landscape Attributes: Andorra Juniper is a multi- stemmed evergreen shrub with a ground- hugging habit of growth. It lends an extremely fine and delicate texture to the landscape composition which should be used to full effect. This is a relatively low maintenance shrub, and is best pruned in late winter once the threat of extreme cold has passed. Deer don't particularly care for this plant and will usually leave it alone in favor of tastier treats. It has no significant negative characteristics. Andorra Juniper is recommended for the following landscape applications; - Groundcover - General Garden Use - Mass Planting Plant Characteristics: Andorra Juniper will grow to be about 12 inches tall at maturity, with a spread of 10 feet. It tends to fill out right to the ground and therefore doesn't necessarily require facer plants in front. It grows at a slow rate, and under ideal conditions can be expected to live for approximately 30 years. This shrub does best in full sun to partial shade. It is very adaptable to both dry and moist growing conditions, but will not tolerate any standing water. It is considered to be drought - tolerant, and thus makes an ideal choice for a low -water garden or xeriscape application. It is not particular as to soil type or pH. It is highly tolerant of urban pollution and will even thrive in inner city environments. This is a selection of a native North American species. Alpine Currant Ribes alpinum Height: 5 feet Spread: 6 feet Sunlight: Q 4) 0 Hardiness Zone: 2a Description: An excellent low to medium -sized hedge or screening plant, densely branched with leaves to the ground, takes pruning extremely well, tough and adaptable; small yellow flowers in spring, good fall color; can be susceptible to mildew Ornamental Attributes: Alpine Currant has green foliage throughout the season. The lobed leaves turn yellow in fall. The flowers are not ornamentally significant. It produces red berries from late spring to early summer. The smooth brown bark is not particularly outstanding. Landscape Attributes: Alpine Currant is a dense multi- stemmed deciduous shrub with a more or less rounded form. Its relatively fine texture sets it apart from other landscape plants with less refined foliage. Ribes alpinum (Photo courtesy of Northscaping.com) Ribes alpinum in fall (Photo courtesy of Northscaping.com) This shrub will require occasional maintenance and upkeep, and can be pruned at anytime. It is a good choice for attracting birds to your yard. Gardeners should be aware of the following characteristic(s) that may warrant special consideration; - Disease Alpine Currant is recommended for the following landscape applications; - Hedges /Screening - Mass Planting - General Garden Use Plant Characteristics: Alpine Currant will grow to be about 5 feet tall at maturity, with a spread of 6 feet. It tends to fill out right to the ground and therefore doesn't necessarily require facer plants in front, and is suitable for planting under power lines. It grows at a medium rate, and under ideal conditions can be expected to live for approximately 30 years. This shrub performs well in both full sun and full shade. It is very adaptable to both dry and moist locations, and should do just fine under average home landscape conditions. It is considered to be drought - tolerant, and thus makes an ideal choice for xeriscaping or the moisture - conserving landscape. It is not particular as to soil type or pH. It is highly tolerant of urban pollution and will even thrive in inner city environments. This species is not originally from North America. Blue Star Juniper Juniperus squamata 'Blue Star' Height: 3 feet Spread: 4 feet Sunlight: 0 Hardiness Zone: 4a Other Names: Singleseed Juniper Description: An atypical and highly ornamental ball- shaped juniper with dense, silvery blue foliage radially arranged around the branches, giving the appearance of stars; an excellent color and interest plant for general garden use, good size for rock gardens Ornamental Attributes: Juniperus squamata "Blue Star" foliage (Photo courtesy of Northscaping.com) Blue Star Juniper has attractive blue foliage which emerges silvery blue in spring. The needles are ornamentally significant but do not develop any appreciable fall color. The flowers are not ornamentally significant. Landscape Attributes: Blue Star Juniper is a dense multi- stemmed evergreen shrub with a more or less rounded form. It lends an extremely fine and delicate texture to the landscape composition which should be used to full effect. This is a relatively low maintenance shrub, and is best pruned in late winter once the threat of extreme cold has passed. It has no significant negative characteristics. Blue Star Juniper is recommended for the following landscape applications; - Groundcover - General Garden Use - Mass Planting Plant Characteristics: Blue Star Juniper will grow to be about 3 feet tall at maturity, with a spread of 4 feet. It tends to fill out right to the ground and therefore doesn't necessarily require facer plants in front. It grows at a slow rate, and under ideal conditions can be expected to live for approximately 30 years. This shrub should only be grown in full sunlight. It is very adaptable to both dry and moist growing conditions, but will not tolerate any standing water. It is considered to be drought - tolerant, and thus makes an ideal choice for a low -water garden or xeriscape application. It is not particular as to soil type or pH. It is highly tolerant of urban pollution and will even thrive in inner city environments. This is a selected variety of a species not originally from North America. Imperial Honeylocust Gleditsia triacanthos 'Impcole' Height: 35 feet Spread: 30 feet Sunlight: Q Hardiness Zone: 4b Description: One of the finest and most popular shade trees, valued for its delicate, ferny appearance which casts a dappled shade below; broad spreading habit of growth, very tolerant of adverse growing conditions, good fall color; a seedless variety Ornamental Attributes: Imperial Honeylocust has green foliage throughout the season. The pinnately compound leaves turn an outstanding yellow in the fall. The flowers are not ornamentally significant. The furrowed khaki (brownish - green) bark is not particularly outstanding. Landscape Attributes: Imperial Honeylocust is an open deciduous tree with a more or less rounded form. It lends an extremely fine and delicate texture to the landscape composition which can make it a great accent feature on this basis alone. Gleditsia triacanthos "Imperial" (Photo courtesy of Northscaping.com) Gleditsia triacanthos "Imperial" in fall (Photo courtesy of Northscaping.com) This is a relatively low maintenance tree, and is best pruned in late winter once the threat of extreme cold has passed. Deer don't particularly care for this plant and will usually leave it alone in favor of tastier treats. It has no significant negative characteristics. Imperial Honeylocust is recommended for the following landscape applications; - Shade Plant Characteristics: Imperial Honeylocust will grow to be about 35 feet tall at maturity, with a spread of 30 feet. It has a high canopy with a typical clearance of 7 feet from the ground, and should not be planted underneath power lines. It grows at a fast rate, and under ideal conditions can be expected to live for 70 years or more. This tree should only be grown in full sunlight. It is very adaptable to both dry and moist locations, and should do just fine under average home landscape conditions. It is not particular as to soil type or pH, and is able to handle environmental salt. It is highly tolerant of urban pollution and will even thrive in inner city environments. This is a selection of a native North American species. Austrian Pine Pinus nigra Height: 60 feet Spread: 40 feet Sunlight: 0 Hardiness Zone: 3b Description: An imposing tall evergreen, with long, dense deep green needles and an upright spreading habit of growth, keeps its lower branches into maturity; tough and hardy, good on poor soils or dry sites but highly adaptable; becomes very picturesque with age Ornamental Attributes: Austrian Pine has dark green foliage. The needles do not develop any appreciable fall color. The flowers are not ornamentally significant. The furrowed brown bark is extremely showy and adds significant winter interest. Landscape Attributes: Austrian Pine is a dense evergreen tree with a strong central leader and a distinctive and refined pyramidal form. Its average texture blends into the landscape, but can be balanced by one or two finer or coarser trees or shrubs for an effective composition. This is a relatively low maintenance tree. When pruning is necessary, it is recommended to only trim back the new growth of the current season, other than to remove any dieback. Deer don't particularly care for this plant and will usually leave it alone in favor of tastier treats. It has no significant negative characteristics. Austrian Pine is recommended for the following landscape applications; - Shade - Accent - Windbreaks and Shelterbelts Pinus nigra (Photo courtesy of Northscaping.com) Pinus nigra bark (Photo courtesy of Northscaping.com) Plant Characteristics: Austrian Pine will grow to be about 60 feet tall at maturity, with a spread of 40 feet. It has a low canopy with a typical clearance of 4 feet from the ground, and should not be planted underneath power lines. It grows at a medium rate, and under ideal conditions can be expected to live for 80 years or more. This tree should only be grown in full sunlight. It is very adaptable to both dry and moist growing conditions, but will not tolerate any standing water. It is considered to be drought - tolerant, and thus makes an ideal choice for xeriscaping or the moisture - conserving landscape. It is not particular as to soil type or pH, and is able to handle environmental salt. It is highly tolerant of urban pollution and will even thrive in inner city environments. This species is not originally from North America. Boulevard Linden Tilia americana 'Boulevard' Height: 60 feet Spread: 30 feet Sunlight: Q Hardiness Zone: 3b Other Names: Basswood, American Linden Description: A stunning shade tree with a strongly upright pyramidal form, clean habit and fragrant yellow flowers in early summer, will eventually grow quite large; very adaptable and low maintenance, an excellent shade or street tree Ornamental Attributes: Boulevard Linden has dark green foliage throughout the season. The large heart- shaped leaves turn an outstanding yellow in the fall. It features subtle clusters of fragrant buttery yellow flowers with tan bracts hanging below the branches in early summer. The rough gray bark is not particularly outstanding. Landscape Attributes: Tilia americana 'Boulevard" (Photo courtesy of Northscaping.com) Boulevard Linden is a dense deciduous tree with a strong central leader and a narrowly upright and columnar growth habit. Its relatively coarse texture can be used to stand it apart from other landscape plants with finer foliage. This is a relatively low maintenance tree, and is best pruned in late winter once the threat of extreme cold has passed. It is a good choice for attracting bees to your yard. Gardeners should be aware of the following characteristic(s) that may warrant special consideration; - Insects Boulevard Linden is recommended for the following landscape applications; - Vertical Accent - Shade Plant Characteristics: Boulevard Linden will grow to be about 60 feet tall at maturity, with a spread of 30 feet. It has a high canopy with a typical clearance of 6 feet from the ground, and should not be planted underneath power lines. It grows at a medium rate, and under ideal conditions can be expected to live for 70 years or more. This tree should only be grown in full sunlight. It is very adaptable to both dry and moist locations, and should do just fine under average home landscape conditions. It is not particular as to soil type or pH. It is highly tolerant of urban pollution and will even thrive in inner city environments. This is a selection of a native North American species. Accolade Elm Ulmus 'Morton' Height: 60 feet Spread: 40 feet Sunlight: Q Hardiness Zone: 4a Description: A tall hybrid elm cultivar with an upright spreading habit, large shiny leaves and good fall color, resistant to Dutch elm disease; excellent as a street tree or a shade tree for larger landscapes; very adaptable to adverse conditions Ornamental Attributes: Ulmus 'Accolade" Accolade Elm has dark green foliage throughout the season. The glossy (Photo courtesy of pointy leaves turn an outstanding gold in the fall. The flowers are not Northscaping.com) ornamentally significant. The furrowed gray bark is not particularly outstanding. Landscape Attributes: Accolade Elm is a deciduous tree with a picturesque vase - shaped form. Its average texture blends into the landscape, but can be balanced by one or two finer or coarser trees or shrubs for an effective composition. This is a relatively low maintenance tree, and is best pruned in late winter once the threat of extreme cold has passed. It has no significant negative characteristics. Accolade Elm is recommended for the following landscape applications; - Shade Plant Characteristics: Accolade Elm will grow to be about 60 feet tall at maturity, with a spread of 40 feet. It has a high canopy with a typical clearance of 7 feet from the ground, and should not be planted underneath power lines. It grows at a fast rate, and under ideal conditions can be expected to live for 90 years or more. This tree should only be grown in full sunlight. It is very adaptable to both dry and moist locations, and should do just fine under average home landscape conditions. It is not particular as to soil type or pH, and is able to handle environmental salt. It is highly tolerant of urban pollution and will even thrive in inner city environments. This particular variety is an interspecific hybrid. Ivory Silk Japanese Tree Lilac Syringa reticulata Ivory Silk' Height: 25 feet Spread: 20 feet Sunlight: Q Hardiness Zone: 3a Description: A first rate accent tree adorned with frothy upright panicles of creamy white flowers in early summer; interesting steel -gray bark and a dense, upright habit, an ideal choice for small home landscapes; needs full sun and well- drained soil Ornamental Attributes: Ivory Silk Japanese Tree Lilac features showy plumes of fragrant creamy white flowers rising above the foliage from late spring to early summer. It has dark green foliage throughout the season. The pointy leaves do not develop any appreciable fall color. The smooth dark red bark adds an interesting dimension to the landscape. Landscape Attributes: Ivory Silk Japanese Tree Lilac is a dense multi- stemmed deciduous tree with an upright spreading habit of growth. Its average texture blends into the landscape, but can be balanced by one or two finer or coarser trees or shrubs for an effective composition. This is a relatively low maintenance tree, and should only be pruned after flowering to avoid removing any of the current season's flowers. It is a good choice for attracting butterflies to your yard, but is not particularly attractive to deer who tend to leave it alone in favor of tastier treats. It has no significant negative characteristics. Syringa reticulata "Ivory Silk" in bloom (Photo courtesy of Northscaping.com) Syringa reticulata "Ivory Silk" flowers (Photo courtesy of Northscaping.com) Ivory Silk Japanese Tree Lilac is recommended for the following landscape applications; - Accent - Shade Plant Characteristics: Ivory Silk Japanese Tree Lilac will grow to be about 25 feet tall at maturity, with a spread of 20 feet. It has a low canopy with a typical clearance of 5 feet from the ground, and is suitable for planting under power lines. It grows at a medium rate, and under ideal conditions can be expected to live for 40 years or more. This tree should only be grown in full sunlight. It prefers to grow in average to moist conditions, and shouldn't be allowed to dry out. It is not particular as to soil type or pH. It is highly tolerant of urban pollution and will even thrive in inner city environments. This is a selected variety of a species not originally from North America. Anthony Waterer Spirea Spiraea x bumalda 'Anthony Waterer' Height: 3 feet Spread: 4 feet Sunlight: 0 Hardiness Zone: 3b Other Names: Spiraea japonica Description: A broadly spreading garden shrub featuring attractive clusters of carmine -red flowers offset against the foliage, turns purple in fall; very low maintenance plant, excellent in groupings, needs full sun and well- drained soil Ornamental Attributes: Anthony Waterer Spirea features showy clusters of rose flowers at the ends of the branches from late spring to early summer. It has attractive bluish -green foliage which emerges brick red in spring. The small serrated pointy leaves are ornamentally significant and turn an outstanding burgundy in the fall. Landscape Attributes: Anthony Waterer Spirea is a multi- stemmed deciduous shrub with a more or less rounded form. Its relatively fine texture sets it apart from other landscape plants with less refined foliage. This shrub will require occasional maintenance and upkeep, and is best pruned in late winter once the threat of extreme cold has passed. It is a good choice for attracting butterflies to your yard, but is not particularly attractive to deer who tend to leave it alone in favor of tastier treats. It has no significant negative characteristics. Anthony Waterer Spirea is recommended for the following landscape applications; - General Garden Use - Mass Planting Spiraea x bumalda 'Anthony Waterer" in bloom (Photo courtesy of Northscaping.com) Spiraea x bumalda 'Anthony Waterer" flowers (Photo courtesy of Northscaping. com) Plant Characteristics: Anthony Waterer Spirea will grow to be about 3 feet tall at maturity, with a spread of 4 feet. It tends to fill out right to the ground and therefore doesn't necessarily require facer plants in front. It grows at a fast rate, and under ideal conditions can be expected to live for approximately 20 years. This shrub should only be grown in full sunlight. It prefers to grow in average to moist conditions, and shouldn't be allowed to dry out. It is not particular as to soil type or pH. It is highly tolerant of urban pollution and will even thrive in inner city environments. This particular variety is an interspecific hybrid. Stand& 3', 3; 6' 36' Footii F, 1 1 8' O.C. Nom. — 0 9X" Varies With Height Varies With Height d Heights (6', T, 8' only) '-' T 4', 5', O 8' _-J] 2" Nom. ° 3Y4' TYPICAL ° Min. ig Depth oI � oI NOTES: MONTAGE H- RAIL I Y4" 00 1%4" 00 Li E -COAT COATING SYSTEM Base Material Uniform Zinc Coating (Hot Dip) Zinc Phosphate Coating Epoxy Primer Acrylic Topcoat See MONTAGE INDUSTRIAL- specifi( sizing chart and dimensions. 2.) Third & Forth rail optional. 3.) Available in Flush Bottom. RAKING DIRECTIONAL ARROW Welded panel can be raked 30" over 8' with arrow pointing grade. PROFUSION -WELDI No exposed weld Good Neighbor p appearance on bolls JlucJ 1 %4" MONTAGE H r Rail (See Cross- Section Below) —Post size varies with Height (See MONTA GE INDUSTRIAL' Post - Sizing chart) — 1" �Z 16ga Picket Bracket Options IVs U1V I AUFI 11 AMIL1. Specially formed high strength architectural shape. 11VLUJll(1H1. JWIVC.L 11VVUJIXIAL UIVIVL"( IIVLVJl K1HL CLHi BRACKET BOULEVARD BRACKET MOUNT BRACKET ®® ®® s BX304 BX302/303 BX301 REAVYINDUSTRIAL STRENGTH WELDED STEEL PANEL Values shown are nominal and not to ci used for installation purposes. See product specification PRE- ASSEMBLED for installation requirements. 2RMISO Tale: MONTAGE INDUSTRIAL MAJESTIC 2/3/4 -RAIL 1555 N. Mingo I DR: Cl SH . lof 1 SCALE: DO NOT SCALE AMERI S TAR° Tulsa, 33 74116 1- 888 - 333 -3422 CK: ME Date 6/28/10 1 REV: b www.ameristarfence.com Midwest Fence & Mfg. 525 E. Villaume Ave. South St. Paul, MN 55075 WSN — Mills Fleet Farm Hermantown, MN Estimated Quantities Exterior Fence 1,190 if — 8' high fence (1) — 8' wide x 8' high double swing gate (1) — 16' wide x 8' high double swing gate Interior Fence Mezzanine 181f — 8' high fence (1) — 3' wide x 8' high single swing gate 151f —14' high fence Security Room #131 381f— 11' high fence (1) — 6' wide x 8' high overhead track slide gate NO EXCEPTION TAKEN REJECTION REVISE AND RESUBMIT SUBMIT SPECIFIED ITEM MAKE CORRECTION NOTED XACCEPTED AS NOTED Checking is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirements of the plans and specifications. Contractor is responsible for dimensions which shall be confirmed and correlated at the job site; fabrication processes and techniques of construction; coordination of his work with that of all other trades and satisfactory performance of his work. BY: DATE: 201 5 -08 -17 W& ASSOCIATES, INC. PROJECT NO.: 0 1 1 5BOO75.000 W 1llSE1 H hl-kc- SMITH NOLTING m_ zs8° y_ Z O C W _N W LL O aW E LL � N LL � N � LL Z W (n = O N n N U x °nN 0 O LL 0] Q t(1 V m a � w W U Z Z Z w a ~ S F E LL d N LL o W N = W 3 3 o17 0 O N V LLI U C) h h Z W LL LL O W Z J (1) S w ( 2) F VV / 3 al). Deb Sulinlc, 5cd- qo PosTS C t) 1� w = 810 Day SwIld6 Yv / y" O.D. Sctl- yo PosTs AMERICAN ,/�rA FENCE rr ASSOCIATION 4100. e6'-8' CHAIN LINK GATE DETAIL (CL -17) NOTES: 1. GATE FABRIC TO MATCH FENCE + Sm- GATE t ATM b To+t L LATCH I copyright AFA - 1997 CL -17 AMERICAN '���� FENCE ASSOCIATION ( ( /�,,�.� ,,/0 w x P� D F( TR�}�k Su Dt- C-,ATE VV / 3° O.D- Sa4 - EID FOSTS I (() � w x S EI 5EL 5WOJ(, W/ 3' o.u. su(. 40 Pons (I�QAWir,k, Is A T611AATf- — Nor WELDED FLOOR PLATE e INSIDE CHAIN LINK FENCING DETAIL (CL -49) NOTES: 1. GATE FABRIC TO MATCH FENCE 4TCH copyright AFA - 1997 CL -49 ral SI 9 a HOLE WELD POST TO ALL AROUND 1 AMERICAN ®/AF FENCE r ASSOCIATION q�00 • FNO. CORNER, OR T CONCRETE SURFACE e PLATE MOUNT DETAIL (CL-21) NOTES: BOLT CONCRETE ANCHORS 11 copyright AFA - 1997• CL -21 r w w cl E co cv r Q cv [fJ � v � LL. J J } Z O cn �w U~ wQ UO wz rL Q wCl) �w QU �Z °LL � Y =z J LLJ Q Z WUu) ° cM W 2 LLJ 5�UUa. OcI) ?Qw CN =JY ce) 0 a CSi E L O C3 Cri s +� Q a. CL a_ J -j ._n! Cr1 �t CV C? a a N CO 'Ct ".IRr,c. Q 0 0 Z Z Z d w w CC w J O < z y 0 U 0 0 Ir J LL 0 0 �c d w N Z J ,Q U` CD E rn ° U1 rn. W CO _ CO 6 r l �lli Ilf C.] Q (r f— 8 U) m C C &&I -LDO& '�qtrE 4ltJ61: `FnR 4L 5WW& GA-rES D- Series Size 2 LED Area Luminaire ft.. E FRIENDLY Specifications EPA: 1.1 ft2 (0.10 mz) 40" W Length: (101.6 cm) Width: 15" (38.1 cm) L Height: 7 -114" (18.4 cm) H Weight 36lbs (max): (16.3 kg) Catalog Number Totes P, P1, P2, AND P3 LUMINAIRE ATTACHED TO 25FT SQUARE POLE 7!e P, P1, P2, P3 Introduction The modern styling of the D- Series is striking yet unobtrusive - making a bold, progressive statement even as it blends seamlessly with its environment. The D- Series distills the benefits of the latest in LED technology into a high performance, high efficacy, long - life luminaire. The outstanding photometric performance results in sites with excellent uniformity, greater pole spacing and lower power density. The Size 2 is ideal for replacing 400 -1000W metal halide in area lighting applications with energy savings of up to 80% and expected service life of over 100,000 hours. • EXAMPLE: DSX2 LED 80C 1000 40K T4M MVOLT SPA DDBXD DSX2 LED DSX2 LED Forward optics 80C 80 LEDs (four engine) 1DOC 100 LEDs (four engines) Rotated optics' 90C 90 LEDs Shipped installed 530 530 mA 700 700 mA 1000 1000 mA (1 A)' 1200 1200 mA' (1.2 A) 30K 3000 K 40K 4000 K 50K 5000 K AMBPC Amber phosphor converted' PER NEMA twist lock receptacle only (no controls) 0' BL30 PER5 Five -wire receptacle only (no controls) 9'° BL50 PER7 Seven -wire receptacle only (no controls) 910 [ PNMTDD3 DMG 0 -10V dimming driver (no controls) " PNMT5D3 DCR Dimmable and controllable via ROAM® (no controls)7z PNMT6D3 DS Dual switching'3'^ PNMT7D3 PIRH Motion sensor, l5 30'mounting height's FAO Ter C Q 2. �I DSX2 shares a unique drilling pattern with the AERIS' famiN. Specify this drilling pattern when specifying poles, per the table below. DM19AS Single unit DM29AS 2 at 90° DM29AS 2 at 180° DM39AS 3 at 90° DM49AS 4 at 90° * DM32AS 3 at 120° ** Example= 20 4C DM19AS DDBXD Visit Lithonla Lighting's POLE5 CENTR /V to see our wide selection of poles, accessories and educational tools. *Round pole top must be 3.25" O.D. m mum. * *For round pole mounting (RPA) only. Bi -level switched dimming, 30°%741fi Bi -level switched dimming, 50 %' ^,'6 Part night, dim till dawn " Part night, dim 5 firs 11 Part night, dim 6 hrs 11 Part night, dim 7 hrs 17 Field Adjustable Output'a Controls & Shields DLL127F 1.5 JU Photocell - SSLtwist- lock(120- 27711)" N 2 DLL347F 1.5 CULJU Photocell - SSL twist-lock (347v)" d v DLL48OF 1.5 CU JU T1S Type IShort T5VS TypeVVery Short MVOLT1 Shipped included T2S Type II Short T5S Type Short 1205 SPA Square pole mounting T2M Type II Medium T5M TypeV Medium 2085 RPA Round pole mounting T3S Type III Short T5W Type VWide 2405 WBA Wall bracket T3M Type III Medium BLC Backlight control' 2771 SPUMBA Square pole universal mounting adaptor' T4M Type IV Medium LCCO Left corner cutoff 3476 RPUMBA Round pole universal mounting adaptor' TFTM Forward Throw Medium RCCO Right corner cutoff' 4806 Shipped separately KMA8 DDBXD U Mast arm mounting bracket adaptor (specify finish) a Bi -level switched dimming, 30°%741fi Bi -level switched dimming, 50 %' ^,'6 Part night, dim till dawn " Part night, dim 5 firs 11 Part night, dim 6 hrs 11 Part night, dim 7 hrs 17 Field Adjustable Output'a Controls & Shields DLL127F 1.5 JU Photocell - SSLtwist- lock(120- 27711)" N 2 DLL347F 1.5 CULJU Photocell - SSL twist-lock (347v)" d v DLL48OF 1.5 CU JU Photocell - SSL twist-lock (48011)" *O scU Shorting cap " N a DSX2HS80CU House -side shield for 80 LED unit 'A -o DSX2HS 90C House -side shield for 90 LED unit N q DSX2HS100CU U House -side shield for 100 LED unit v PUMBA DDBXD U* Square and round pole universal -o mounting bracket (specify finish) Q WAS DDBXDU Mast arm mounting bracket adaptor (specifyfinish)' For more control options, visit DTL and ROAM online. Tenon Mounting Slipfitteil 2 -3/8" AST20 -190 AST20 -280 AST20 -290 AST20 -320 AST20 -390 AST20-490 2 -7/8" AST25 -190 AST25 -280 AST25 -290 AST25 -320 AST25 -390 AST25 -490 4" AST35 -190 AST35 -280 AST35 -290 AST35 -320 AST35 -390 AST35 -490 Shipped installed HS House -side shield 11 SF Single fuse (120,277,347V)3 OF Double fuse (208, 240, 480V) 5 L90 Left rotated optics 11 R90 Right rotated optics 21 NOTES 1 Rotated optics option (1-90 or R90) required for 90C. 2 Not available in AMBPC. 3 Only available with 530mA or 700mA. 4 Not available with AMBPC in 530mA or 700mA in BLC, LOCO or RCCO distribution. 5 MVOLT driver operates on any line voltage from 120 -277V (50/60 Hz). Single fuse (SF) requires 120V, 277V or 347V Double fuse (DF) requires 208V, 240V or 480V 6 Not available with BL30, BL50 or PNMT options. 7 Available as a separate combination accessory: PUMBA (finish) U; 1.5 G vibration load rating per ANCI 0136.31. 8 Must be ordered as a separate accessory; see Accessories information. For use with 2 -3/8" mast arm (not included). 9 Photocell ordered and shipped as a separate line item from Acuity Brands Controls. See accessories. Not available with DS option. 10 If ROAM@ node required, it must be ordered and shipped as a separate line item from Acuity Brands Controls. Not available with DCR. 11 DMG option for 347V or 480V requires 1000mA. 12 Specifies a ROAM@ enabled luminaire with 0 -10V dimming capability; PER option required. Additional hardware and services DDBXD Dark bronze DBLXD Black DNAXD Natural aluminum DWHXD White DDBTXD Textured dark bronze DBLBXD Textured black DNATXD Textured natural aluminum DWHGXD Textured white required for ROAM@ deployment; must be purchased separately. Call 1- 800 -442- 6745 or email: sales @roamservices.net. N/A with DS, PIRH, PIERS, PER7, BL30, BL50 or PNMT options. 13 Provides 50/50 luminaire operation via two independent drivers on two separate circuits. N/A with 80C 530, 90C 530, PER, PER5, PER7, DCR, BL30, BL50 or PNMT options. 14 Requires an additional switched circuit. 15 Specifies the SensorSwitch SBGR -6 -ODP control; see Motion Sensor Guide for details. Dimming driver standard. Not available with DS, PIERS or PER7. 16 Dimming driver standard. MVOLT only. Not available with 347V, 480V, DCR, DS, PER5, PER7 or PNMT options. 17 Dimming driver standard. MVOLT only. Not available with 347V, 480V, DCR, DS, PER5, PER7, BL30 or BL50. 18 Dimming driver standard. Not available with PER5, PERT DMG, DCR, DS, BL30, BL50 or PNMT options. 19 Also available as a separate accessory; see Accessories information. 20 Available with 90 LEDs (90C option) only. 21 Requires luminaire to be specified with PER option. Ordered and shipped as a separate line item from Acuity Brands Controls. 0'A L /THON /A One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • Fax: 770.918.1209 • www.lithonia.com DSX2 -LED Rev. 04/18/16 L /GHT /NG © 2011 -2016 Acuity Brands Lighting, Inc. All rights reserved. Page 1 of 5 Performance Data Lumen Output Lumen values are from photometric tests performed in accordance with IESNA LM- 79 -08. Data is considered to be representative of the configurations shown, within the tolerances allowed by Lighting Facts. Contact factory for performance data on any configurations not shown here. Drive I 30K 40K 1 I 111 K, 70 4111 K, 70 111 K, 70 CRI) (Amber PhosphoWatts T15 15,779 3 1 0 1 3 1 115 16799 3 0 3 121 1701 3 0 3 122 10,752 2 0 2 78 T2S 16,270 3 0 3 119 17,115 3 0 3 125 17,220 3 0 3 126 10,554 2 0 2 77 T2M 15,897 3 0 3 116 16,723 3 0 3 122 16,826 3 0 3 123 10,571 2 0 2 77 US 15,877 3 0 3 116 16,702 3 0 3 122 16,805 3 0 3 123 10,548 2 0 2 77 T3M 16,021 3 0 3 117 16,854 3 0 3 123 16,958 3 0 3 124 10,569 2 0 2 77 T4M 16,239 3 0 3 119 17,083 3 0 3 125 17,188 3 0 3 125 10,547 2 0 2 77 TFTM 15,996 3 0 3 117 1 16,827 3 0 3 123 16,931 3 0 3 124 10,741 1 0 2 78 530 m 137W T5VS 16,899 4 0 1 123 17,776 4 0 1 130 17,886 4 0 1 131 11,155 3 0 0 81 T5S 17,024 4 0 1 124 17,908 4 0 1 131 18,019 4 0 1 132 11,149 3 0 0 81 T5M 17,053 4 0 2 124 17,939 4 0 2 131 18,050 4 0 2 132 11,096 3 0 2 81 TSW 16,802 5 0 3 123 17,675 5 0 3 129 17,784 5 0 3 130 10,957 3 0 2 80 BLC 12,283 1 0 2 90 13,190 1 0 2 96 13,272 2 0 2 97 LCCO 11,933 2 0 3 87 12,814 2 0 3 94 12,894 2 0 3 94 RCCO 11,933 2 0 3 87 12,814 2 0 3 94 12,894 2 0 3 94 T1S 20,018 3 0 3 106 21,058 3 0 3 112 21,188 3 0 3 113 13,362 2 0 2 71 T25 20,640 3 0 3 110 21,712 3 0 3 115 21,846 3 0 3 116 1 13,116 2 0 2 70 T2M 20,167 3 0 3 107 21,215 3 0 3 113 21,346 3 0 3 114 13,138 2 0 2 70 US 20,142 3 0 3 107 21,188 3 0 3 113 21,319 3 0 3 113 13,110 2 0 2 70 T3M 20,325 3 0 4 108 21,381 3 0 4 114 21,513 3 0 4 114 13,135 2 0 3 70 T4M 20,601 3 0 4 110 21,672 3 0 4 115 21,805 3 0 4 116 13,108 2 0 2 70 TFTM 20,293 3 0 4 108 21,348 3 0 4 114 21,479 3 0 4 114 13,349 2 0 2 71 700 m 188W T5VS 21,438 4 0 1 114 22,551 4 0 1 120 22,690 4 0 1 121 13,864 3 0 1 74 T5S 21,596 4 0 1 115 22,718 4 0 1 121 22,859 4 0 1 122 13,856 3 0 1 74 T5M 21,634 5 0 3 115 22,758 5 0 3 121 22,898 5 0 3 122 13,790 31:a 2 73 T5W 21,316 5 0 3 113 22,423 5 0 3 119 22,561 5 0 3 120 13,617 4 0 2 72 BLC 15,637 2 0 2 83 16,791 2 0 3 89 16,896 2 0 3 90 80C LEDs) LCCO 15,192 2 0 3 81 16,313 2 0 3 87 16,415 2 0 3 87 (80 RCCO 15,192 2 0 3 81 16,313 2 0 3 87 16,415 2 0 3 87 T15 27,547 3 0 3 98 28,978 3 0 3 103 29,157 3 0 3 103 18,125 2 0 2 64 T25 28,403 3 0 3 101 29,879 4 0 4 106 30,063 4 0 4 107 17,791 3 0 3 63 T2M 27,753 3 0 4 98 29,195 3 0 4 104 29,375 3 0 4 104 17,821 3 0 3 63 T3S 27,718 3 0 4 98 29,158 3 0 4 103 29,338 3 0 4 104 17,782 2 0 2 63 T3M 27,970 3 0 5 99 29,423 4 0 5 104 29,605 4 0 5 105 17,817 3 0 3 63 T4M 28,350 3 0 4 101 29,823 3 0 5 106 30,007 3 0 5 106 17,779 2 0 3 63 TFTM 27,927 3 0 4 99 29,377 3 0 4 104 29,559 3 0 4 105 18,107 2 0 3 64 1000 m 282W T5VS 29,501 5 0 1 105 31,034 5 0 1 110 31,225 5 0 1 111 18,805 3 0 1 67 T5S 29,720 5 0 2 105 31,264 5 0 2 111 31,457 5 0 2 112 18,794 3 0 1 67 T5M 29,772 5 0 3 106 31,318 5 0 3 111 31,512 5 0 3 112 18,705 4 0 2 66 T5W 29,333 5 0 4 104 30,857 5 0 4 109 31,048 5 0 4 110 18,740 4 0 2 66 BLC 20,649 2 0 3 73 22,174 2 0 3 79 22,313 2 0 3 79 LCCO 20,061 3 0 3 71 21,542 3 0 3 76 21,677 3 0 3 77 RCCO 20,061 3 0 3 71 21,542 3 0 3 76 21,677 3 0 3 77 T15 30,431 3 0 3 95 32,011 4 0 4 99 32,209 4 0 4 100 T25 31,376 4 0 4 97 33,006 4 0 4 103 1 33,210 4 0 4 103 T2M 30,658 4 0 4 95 32,251 4 0 4 100 32,450 4 0 4 101 T3S 30,620 3 0 4 95 32,210 3 0 4 100 32,409 3 0 4 101 T3M 30,898 4 0 5 96 32,503 4 0 5 101 32,703 4 0 5 102 1200 m 322W T4M 31,318 3 0 5 97 32,945 3 0 5 102 33,148 3 0 5 103 TFTM 30,850 3 0 4 96 32,452 3 0 5 101 32,652 3 0 5 101 T5VS 32,589 5 0 1 101 34,282 5 0 1 106 34,494 5 0 1 107 T55 32,830 5 1 0 2 102 34,536 5 0 2 107 34,749 5 0 2 108 T5M 32,888 5 0 4 102 34,596 5 0 4 107 34,810 5 0 4 108 TSW 32,404 5 0 4 101 34,087 5 0 4 106 34,297 5 0 4 107 '. L/THON /A One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • Fax: 770.918.1209 • www.lithonia.com DSX2 -LED Rev. 04/18/16 L /GHT /NG 0 2011 -2016 Acuity Brands Lighting, Inc. All rights reserved. Page 2 of 5 Performance Data 30K 40K 000 K, 70 000 K, 70 000 K, 70 CRI) (Amber Phosphor Converted) T1S 19,856 3 0 3 113 20,887 3 0 3 119 21,016 3 0 3 120 13,100 2 0 2 75 US 20,473 3 0 3 117 21,537 3 0 3 123 21,670 3 0 3 124 12,859 2 0 2 73 T2M 20,004 3 0 3 114 21,043 3 0 3 120 21,173 3 0 3 121 12,881 2 0 2 74 US 19,979 3 0 3 114 21,017 3 0 3 120 21,147 3 0 3 121 12,853 2 0 2 73 T3M 20,161 3 0 4 115 21,208 3 0 4 121 21,339 3 0 4 122 12,878 2 0 3 74 TV 20,435 3 0 4 117 21,496 3 0 4 123 21,629 3 0 4 124 12,851 2 0 2 73 TFTM 20,129 1 3 0 3 115 1 21,175 3 0 4 121 21,306 3 0 4 1 122 13,088 2 0 2 75 530 m 175W T5VS 21,264 4 0 1 122 22,369 4 0 1 128 22,507 4 0 1 129 13,592 3 0 1 78 T5S 21,422 4 0 1 122 22,535 4 0 1 129 22,674 4 0 1 130 13,584 3 0 1 78 T5M 21,459 5 0 3 123 22,574 5 0 3 129 22,713 5 0 3 130 13,520 3 0 2 77 T5W 21,143 5 0 3 121 22,242 5 0 3 127 22,379 5 0 3 128 13,350 4 0 2 76 BLC 19,032 2 0 3 109 20,438 2 0 3 117 20,565 2 0 3 118 LCCO 18,490 2 0 3 106 19,856 3 0 3 113 19,980 3 0 3 114 RCCO 18,490 2 0 3 106 19,856 3 0 3 113 19,980 3 0 3 114 T1S 25,219 3 0 3 109 26,529 3 0 3 114 26,692 3 0 3 115 16,441 2 0 2 71 US 26,002 3 0 3 112 27,353 3 0 3 118 27,522 3 0 3 119 16,138 2 0 2 70 T2M 25,407 3 0 4 110 26,727 3 0 4 115 26,892 3 0 4 116 16,165 2 0 3 70 T3S 25,375 3 0 3 109 26,693 3 0 4 115 26,858 3 0 4 116 16,130 2 0 2 70 T3M 25,606 3 0 4 110 26,936 3 0 4 116 27,102 3 0 4 117 16,161 2 0 3 70 UM 25,954 3 0 4 112 27,302 3 0 4 118 27,471 3 0 4 118 16,127 2 0 3 70 TFTM 25,566 3 0 4 110 26,897 3 0 4 116 27,060 3 0 4 117 16,425 2 0 2 71 700 m 232W T5VS 27,007 5 0 1 116 28,410 5 0 1 122 28,586 5 0 1 123 17,058 3 0 1 74 T5S 27,207 5 0 2 117 28,621 5 0 2 123 28,797 5 0 2 124 17,048 3 0 1 73 T5M 27,255 5 0 3 117 28,671 5 0 3 124 28,848 5 0 3 124 16,967 4 0 2 73 T5W 26,854 5 0 4 116 28,249 5 0 4 122 28,423 5 0 4 123 16,154 4 0 1 2 72 100C BLC 24,229 2 0 3 104 26,018 2 0 4 112 26,181 2 0 4 113 LCCO 23,539 3 0 4 101 25,277 3 0 4 109 25,435 3 0 4 110 (100 LEDs) RCCO 23,539 3 0 4 101 25,277 3 0 4 109 25,435 3 0 4 110 T1S 34,490 4 0 4 96 36,281 4 0 4 101 36,505 4 0 4 101 22,196 3 0 3 62 US 35,561 4 0 4 99 37,409 4 0 4 104 37,640 4 0 4 105 21,787 3 0 3 61 T2M 34,747 4 0 4 97 36,552 4 0 4 102 36,778 4 0 4 102 21,824 3 0 3 61 T3S 34,704 3 0 4 96 36,507 4 0 4 101 36,732 4 0 4 102 21,776 3 0 3 60 T3M 35,019 4 0 5 97 36,838 4 0 5 102 37,065 4 0 5 103 21,819 3 0 3 61 UM 35,495 4 0 5 99 37,339 4 0 5 104 37,569 4 0 5 104 21,773 3 0 3 60 TFTM 34,964 3 0 S 97 36,781 3 0 5 102 37,008 3 0 5 103 22,175 3 0 3 62 1000 m 360W T5VS 36,936 5 0 1 103 38,855 5 0 1 108 39,095 5 0 1 109 23,029 4 0 1 64 T5S 37,209 5 0 2 103 39,142 5 1 0 2 109 39,384 5 0 2 109 23,016 4 0 1 64 T5M 37,274 5 0 4 104 39,211 5 0 4 109 39,453 5 0 4 110 22,906 4 0 2 64 T5W 36,726 5 0 4 102 38,634 5 0 4 107 38,872 5 0 4 108 22,619 4 0 2 63 BLC 31,996 3 0 4 89 34,358 3 0 4 95 34,573 3 0 4 96 LCCO 31,085 3 0 4 86 33,380 3 0 4 93 33,588 3 0 4 93 RCCO 31,085 3 0 4 86 33,380 3 0 4 93 33,588 3 0 4 93 T1S 37,667 4 0 4 94 39,623 4 0 4 99 39,868 4 0 4 100 T25 38,837 4 0 4 97 40,855 4 0 4 102 41,107 4 0 4 103 T2M 37,948 4 0 S 95 39,919 4 0 5 100 40,166 4 0 5 100 T3S 37,901 4 0 4 95 39,869 4 0 4 100 40,116 4 0 4 100 T3M 38,244 4 0 5 96 40,231 4 0 5 101 40,480 4 0 5 101 1200 m 400W TV 38,765 4 0 5 97 40,778 4 0 5 102 41,030 4 0 5 103 TFTM 38,185 3 0 5 95 40,169 4 0 5 100 40,417 4 0 5 101 T5VS 40,338 5 0 1 101 42,434 5 0 1 106 42,696 5 0 1 107 T55 40,637 5 0 2 102 42,748 5 0 2 107 43,012 5 0 2 108 T5M 40,708 5 0 4 102 42,823 5 0 4 107 43,087 5 0 4 108 T5W 40,109 5 0 5 100 42,192 5 0 5 105 42,453 5 0 5 106 '. L17,41MVIA One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • Fax: 770.918.1209 • www.lithonia.com DSX2 -LED Rev. 04/18/16 L/GHT/NG ©2011 -2016 Acuity Brands Lighting, Inc. All rights reserved. Page 3 of 5 Performance Data I and R90 Rotated Optics 40K 50K AMBPC 000 000 0 00 0 • Phosphor MM7 MUMMMME S 17,539 3 0 3 117 18,451 3 0 3 123 18,564 3 0 3 124 11,475 3 0 3 76 S 18,084 3 0 3 121 19,024 3 0 3 127 19,141 3 0 3 128 11,448 3 0 3 76 M 17,670 3 0 3 118 18,588 3 0 3 124 18,703 3 0 3 125 11,467 3 0 3 76 S 17,648 3 0 3 118 18,565 3 0 3 124 18,680 3 0 3 125 11,442 3 0 3 76 M 17,808 3 0 3 119 18,734 3 0 4 125 18,849 3 0 4 126 11,464 4 0 4 76 T4M 18,051 3 0 4 120 18,988 3 0 4 127 19,106 3 0 4 127 11,440 4 0 4 76 TFfM 17,781 3 0 3 119 18,704 3 0 3 125 18,820 3 0 3 125 11,651 4 0 4 78 530 mA 150W T5VS 18,783 4 0 1 125 19,759 4 0 1 132 19,881 4 0 1 133 12,289 3 0 1 82 T5S 18,923 4 0 1 126 19,906 4 0 1 1 133 20,028 4 0 1 134 11,978 3 0 1 80 T5M 18,956 4 0 2 126 19,940 4 0 2 133 20,063 4 1 0 2 134 12,301 4 0 2 82 T5W 18,677 5 0 3 125 19,647 5 0 3 131 19,768 5 0 3 132 12,109 4 0 2 81 BLC 16,949 4 0 4 113 18,200 4 0 4 121 18,314 4 0 4 122 LCCO 16,466 3 0 3 110 17,682 3 0 3 118 17,793 3 0 3 119 RCCO 16,466 3 0 3 110 17,682 3 0 3 118 17,793 3 0 3 119 T1S 22,323 3 0 3 108 23,483 3 0 3 114 23,628 3 0 3 115 14,387 3 0 3 70 T2S 23,017 3 0 3 112 24,213 3 0 3 118 24,362 3 0 3 118 14,354 3 0 3 70 T2M 22,490 3 0 3 109 23,658 3 0 3 115 23,804 3 0 3 116 14,378 4 0 4 70 T3S 22,462 3 0 3 109 23,629 3 0 3 115 23,774 3 0 3 115 14,347 4 0 4 70 T3M 22,666 3 0 4 110 23,843 3 0 4 116 23,990 3 0 4 116 14,374 4 0 4 70 T4M 22,974 3 0 4 112 24,167 3 0 4 117 24,317 3 0 4 118 14,344 4 0 4 70 TF1M 22,630 3 0 4 110 23,806 3 0 4 116 23,953 3 0 4 116 14,609 4 0 4 71 700 mA 206 W T5VS 23,906 5 0 1 116 25,148 5 0 1 122 25,304 5 0 1 123 15,408 4 0 1 75 T5S 24,084 4 0 2 117 25,335 5 0 2 123 25,491 5 0 2 124 15,019 4 0 1 73 T5M 24,126 5 0 3 117 25,379 5 0 3 123 25,536 5 0 3 124 15,424 4 0 2 75 TSW 23,770 5 0 3 115 25,005 5 0 4 121 25,160 5 0 4 122 15,182 4 0 2 74 BLC 21,577 4 0 4 105 23,170 4 0 4 112 23,315 4 0 4 113 90C LEDs) LCCO 20,963 3 0 3 102 22,510 3 0 3 109 22,651 3 0 3 110 (90 RCCO 20,963 3 0 3 102 22,510 3 0 3 109 22,651 3 0 3 110 TI S 30,621 3 0 3 96 32,212 4 0 4 101 32,411 4 0 4 101 19,288 4 0 4 60 T2S 31,573 4 0 4 99 33,213 4 0 4 104 33,418 4 0 4 104 19,243 4 0 4 60 T2M 30,850 4 0 4 96 32,453 4 0 4 101 32,653 4 0 4 102 19,275 4 0 4 60 BS 30,812 3 0 4 96 32,412 3 0 4 101 32,612 3 0 4 102 19,233 4 0 4 60 T3M 31,091 4 0 5 97 32,706 4 0 5 102 32,908 4 0 5 103 19,270 4 0 4 60 T4M 31,514 3 0 5 98 33,151 3 0 5 104 33,356 3 0 5 104 19,230 4 0 4 60 THM 31,043 3 0 4 97 32,656 3 0 1 5 102 32,857 3 0 5 103 19,585 4 0 4 61 1000 mA 320W T5V5 32,793 5 0 1 102 34,497 5 0 1 108 34,710 5 0 1 108 20,656 4 0 1 65 T5S 33,036 5 0 2 103 34,752 5 0 2 109 34,967 5 0 2 109 20,135 4 0 1 63 T5M 33,094 5 0 4 103 34,813 5 0 4 109 35,028 5 0 4 109 20,677 4 0 2 65 T5W 32,607 5 0 4 102 34,301 5 0 4 107 34,512 5 0 4 108 20,354 5 0 3 64 BLC 28,493 4 0 4 89 30,597 5 0 4 96 30,788 5 0 4 96 LCCO 27,682 3 0 4 87 29,726 3 0 4 93 29,912 3 0 4 93 RCCO 27,682 3 0 4 87 29,726 3 0 4 93 29,912 3 0 4 93 T1S 33,523 4 0 4 92 35,265 4 0 4 97 35,483 4 0 4 1 98 T2S 34,565 4 0 4 95 36,361 4 0 4 100 36,585 4 0 4 101 T2M 33,774 4 0 4 93 35,528 4 0 4 98 35,748 4 0 4 98 BS 33,732 3 0 4 93 35,484 3 0 4 98 35,703 3 0 4 98 T3M 34,038 4 0 5 94 35,806 4 0 5 99 36,027 4 0 5 99 1200 mA 363 W T4M 34,501 4 0 5 95 36,293 4 0 5 100 36,517 4 0 5 101 TFfM 33,985 3 0 5 94 35,750 3 0 5 98 35,971 3 0 5 99 T5VS 5 0 1 99 37,766 5 0 1 104 37,999 5 0 1 105 T5S 5 0 2 100 38,046 5 0 2 105 38,281 5 0 2 105 T5M N35,697 5 0 4 100 38,112 5 0 4 105 38,348 5 0 4 106 T5W 5 0 4 98 37,551 5 0 4 103 37,783 5 0 4 104 '. L /THON /A One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • Fax: 770.918.1209 • www.lithonia.com DSX2 -LED Rev. 04/18/16 L /GHT /NG 0 2011 -2016 Acuity Brands Lighting, Inc. All rights reserved. Page 4 of 5 Lumen Ambient Temperature (LAT) Multipliers Use these factors to determine relative lumen output for average ambient temperatures from 0 -40 °C (32- 104 °F). Projected LED Lumen Maintenance Data references the extrapolated performance projections for the platforms noted in a 25 °C ambient, based on 10,000 hours of LED testing (tested per IESNA LM -80 -08 and projected per IESNA TM- 21 -11). To calculate LLF, use the lumen maintenance factor that corresponds to the desired number of operating hours below. For other lumen maintenance values, contact factory. 0 25,000 50,000 100,000 0 °C 32 °F 1.04 1 O 50 °F 1.02 20 °C 68°F 1.01 25 °C 77 °F 1.00 30 °C 86 °F 0.99 40 °C 104 °F 0.97 Projected LED Lumen Maintenance Data references the extrapolated performance projections for the platforms noted in a 25 °C ambient, based on 10,000 hours of LED testing (tested per IESNA LM -80 -08 and projected per IESNA TM- 21 -11). To calculate LLF, use the lumen maintenance factor that corresponds to the desired number of operating hours below. For other lumen maintenance values, contact factory. 0 25,000 50,000 100,000 DSX2 LED 80C 1200 120 1.0 0.98 0.95 0.90 DSX2 LED 100C 1000 347 1.0 0.98 0.95 0.90 DSX2 LED 100C 1200 137W 1.0 0.97 0.94 0.88 Electrical Load 16 see complete photometric reports or download .ies files for this product, visit Lithonia Lighting's D- Series Area Size 2 homepage. Isofootcandle plots for the DSX2 LED 80C 100040K. Distances are in units of mounting height (30'). LEGEND 4 3 2 1 0 1 2 3 4 4 3 2 1 0 1 2 3 4 4 3 2 1 0 1 2 3 a 4 3 2 1 0 1 2 3 4 ■ 0.1 fc = _ 3 -O 3 -O 3 -O _ 1 �_ 0 3 ■ 0.5 fc �e 2 2 2 2 ® 1.0 fc o • O o 0 0 1 o a r a F Q .a_ _ �Q .2 J< .2 2 �a N Z 3 z -3 o Z -3 -3 .- - - -_ -_ 0 w a T1S Z s T3M N s 4 T4M 1, s .4 TSW F 3 -3 F= 3 F 3 FEATURES & SPECIFICATIONS INTENDED USE The sleek design of the D- Series Area Size 2 reflects the embedded high performance LED technology. It is ideal for applications like car dealerships and large parking lots adjacent to malls, transit stations, grocery stores, home centers, and other big -box retailers. CONSTRUCTION Single -piece die -cast aluminum housing has integral heat sink fins to optimize thermal management through conductive and convective cooling. Modular design allows for ease of maintenance. The LED drivers are mounted in direct contact with the casting to promote low operating temperature and long life. Housing is completely sealed against moisture and environmental contaminants (IP65). Low EPA (1.1 ft2) for optimized pole wind loading. FINISH Exterior parts are protected by a zinc - infused Super Durable TGIC thermoset powder coat finish that provides superior resistance to corrosion and weathering. A tightly controlled multi -stage process ensures a minimum 3 mils thickness for a finish that can withstand extreme climate changes without cracking or peeling. Available in both textured and non - textured finishes. OPTICS Precision - molded proprietary acrylic lenses are engineered for superior area lighting distribution, uniformity, and pole spacing. Light engines are available in 3000 K, 4000 K, or 5000 K (70 CRI) configurations. The D- Series Size 2 has zero uplight and qualifies as a Nighttime Friendly - product, meaning it is consistent with the LEED® and Green GlobesTM criteria for eliminating wasteful uplight. ELECTRICAL Light engine configurations consist of 80, 90 or 100 high - efficacy LEDs mounted to metal -core circuit boards to maximize heat dissipation and promote long life (up to L99/100,000 hrs at 25 °C). Class 1 electronic drivers have a power factor >90 %, THD <20 %, and an expected life of 100,000 hours with <1% failure rate. Easily- serviceable surge protection device meets a minimum Category C Low operation (per ANSI /IEEE C62.41.2). INSTALLATION Included mounting block and integral arm facilitate quick and easy installation. Stainless steel bolts fasten the mounting block securely to poles and walls, enabling the D- Series Size 2 to withstand up to a 2.0 G vibration load rating per ANSI C136.31. The D- Series Size 2 utilizes the AERISTI'^ series pole drilling pattern (Template #8). NEMA photocontrol receptacle is available. LISTINGS UL Listed for wet locations. Light engines are IP66 rated; luminaire is IP65 rated. Rated for -40 °C minimum ambient. U.S. Patent No. D670,857 S. International patent pending. DesignLights Consortium® (DLC) qualified product. Not all versions of this product may be DLC qualified. Please check the DLC Qualified Products List at to confirm which versions are qualified. WARRANTY 5 -year limited warranty. Complete warranty terms located at: oitybrands .com /CustomerResources/Terms and conditions.asix Note: Actual performance may differ as a result of end -user environment and application. All values are design or typical values, measured under laboratory conditions at 25 °C. Specifications subject to change without notice. 0FA L /THON /A One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • Fax: 770.918.1209 • www.litlionia.com DSX2 -LED Rev. 04/18/16 L /GHT /NG 0 2011 -2016 Acuity Brands Lighting, Inc. All rights reserved. Page 5 of 5 120 208 240 277 347 480 530 137W 1.15 0.66 0.53 0.51 0.39 0.28 80 700 188W 1.58 0.92 0.81 0.73 0.55 0.41 1000 282W 2.37 1.35 1.18 1.04 0.83 0.61 530 175W 1.47 0.86 0.76 0.68 0.51 0.38 100 700 232W 1.95 1.13 0.99 0.88 0.67 0.49 1000 360W 3.03 1.72 1.49 13 1.05 0.77 16 see complete photometric reports or download .ies files for this product, visit Lithonia Lighting's D- Series Area Size 2 homepage. Isofootcandle plots for the DSX2 LED 80C 100040K. Distances are in units of mounting height (30'). LEGEND 4 3 2 1 0 1 2 3 4 4 3 2 1 0 1 2 3 4 4 3 2 1 0 1 2 3 a 4 3 2 1 0 1 2 3 4 ■ 0.1 fc = _ 3 -O 3 -O 3 -O _ 1 �_ 0 3 ■ 0.5 fc �e 2 2 2 2 ® 1.0 fc o • O o 0 0 1 o a r a F Q .a_ _ �Q .2 J< .2 2 �a N Z 3 z -3 o Z -3 -3 .- - - -_ -_ 0 w a T1S Z s T3M N s 4 T4M 1, s .4 TSW F 3 -3 F= 3 F 3 FEATURES & SPECIFICATIONS INTENDED USE The sleek design of the D- Series Area Size 2 reflects the embedded high performance LED technology. It is ideal for applications like car dealerships and large parking lots adjacent to malls, transit stations, grocery stores, home centers, and other big -box retailers. CONSTRUCTION Single -piece die -cast aluminum housing has integral heat sink fins to optimize thermal management through conductive and convective cooling. Modular design allows for ease of maintenance. The LED drivers are mounted in direct contact with the casting to promote low operating temperature and long life. Housing is completely sealed against moisture and environmental contaminants (IP65). Low EPA (1.1 ft2) for optimized pole wind loading. FINISH Exterior parts are protected by a zinc - infused Super Durable TGIC thermoset powder coat finish that provides superior resistance to corrosion and weathering. A tightly controlled multi -stage process ensures a minimum 3 mils thickness for a finish that can withstand extreme climate changes without cracking or peeling. Available in both textured and non - textured finishes. OPTICS Precision - molded proprietary acrylic lenses are engineered for superior area lighting distribution, uniformity, and pole spacing. Light engines are available in 3000 K, 4000 K, or 5000 K (70 CRI) configurations. The D- Series Size 2 has zero uplight and qualifies as a Nighttime Friendly - product, meaning it is consistent with the LEED® and Green GlobesTM criteria for eliminating wasteful uplight. ELECTRICAL Light engine configurations consist of 80, 90 or 100 high - efficacy LEDs mounted to metal -core circuit boards to maximize heat dissipation and promote long life (up to L99/100,000 hrs at 25 °C). Class 1 electronic drivers have a power factor >90 %, THD <20 %, and an expected life of 100,000 hours with <1% failure rate. Easily- serviceable surge protection device meets a minimum Category C Low operation (per ANSI /IEEE C62.41.2). INSTALLATION Included mounting block and integral arm facilitate quick and easy installation. Stainless steel bolts fasten the mounting block securely to poles and walls, enabling the D- Series Size 2 to withstand up to a 2.0 G vibration load rating per ANSI C136.31. The D- Series Size 2 utilizes the AERISTI'^ series pole drilling pattern (Template #8). NEMA photocontrol receptacle is available. LISTINGS UL Listed for wet locations. Light engines are IP66 rated; luminaire is IP65 rated. Rated for -40 °C minimum ambient. U.S. Patent No. D670,857 S. International patent pending. DesignLights Consortium® (DLC) qualified product. Not all versions of this product may be DLC qualified. Please check the DLC Qualified Products List at to confirm which versions are qualified. WARRANTY 5 -year limited warranty. Complete warranty terms located at: oitybrands .com /CustomerResources/Terms and conditions.asix Note: Actual performance may differ as a result of end -user environment and application. All values are design or typical values, measured under laboratory conditions at 25 °C. Specifications subject to change without notice. 0FA L /THON /A One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • Fax: 770.918.1209 • www.litlionia.com DSX2 -LED Rev. 04/18/16 L /GHT /NG 0 2011 -2016 Acuity Brands Lighting, Inc. All rights reserved. Page 5 of 5 d "series Specifications Luminaire Width: 13 -3/4" Weight: (34.9 cm) Depth: 10" (25.4 cm) Height: 6 -3/8" (76.2 cm) D- Series Size LED Wall Luminaire Oft 'Figfh irig NIGHnIME f.r. FRIENDLY Back Box (BBW, ELCW) 12 Has Width: 13 -3/4" BBW (5.4 k9) (34.9 cm) Weight: Depth: 4° ELCW 40K 4000 K (10.2 cm) Weight: Height: 6 -3/8" engine) en en (16.2 cm) shipped separately. D D Wpp �IIIIII H ED Q d W For 3/4" NPT side -entry conduit (BBW only) 1 Catalog Number Notes Type W I-Ilt the Tab key or mouse over the pace to see ell interactive elemen Introduction The D- Series Wall luminaire is a stylish, fully integrated LED solution for building -mount 5 Ibs applications. It features a sleek, modern design (2.3 kg) and is carefully engineered to provide long- lasting, 10 Ibs energy - efficient lighting with a variety of optical (4.5 kg) and control options for customized performance. With an expected service life of over 20 years of nighttime use and up to 74% in energy savings over comparable 250W metal halide luminaires, the D- Series Wall is a reliable, low- maintenance lighting solution that produces sites that are exceptionally illuminated. Ordering Information DDBTXD DWO LED Series LEDs Drive Current Colortemperature Distribution Voltage Mounting Control Options DSXW1 LED 10C 10 LEDs 350 350 mA 30K 3000 K T25 Type II Short MULTI Shipped included Shipped installed 530 530 mA 40K 4000 K T2M Type II Medium 120' (blank) Surface PE Photoelectric cell, button type 4 engine) en en photocontrol (P option). shipped separately. 2 Only available with 20C, 700mA or 1000mA. Not available with PIR or PIRH. 3 Back box ships installed on fixture. Cannot be field installed. Cannot be ordered as an accessory. DSXWHS U House -side shield (one per 700 700 mA 50K 5000 K T3S Type III Short 208' mounting DMG 0 -10V dimming driver (no controls) 20C LEDs (two 1000 1000mA AMBPC Amber T31M Type III Medium 240' bracket FIR 180° motion /ambient lightsensor,<15'mtghts engines) (1 A) phosphor T4M Type IVMedium 277' BBW Surface PIRH 180° motion /ambient light sensor, 15- 30'mtghts converted mounted TFTM Forward Throw 3471 back box PIRIFC3V Motion /ambient sensor, 8-15'mounting height, ambi- Medium 4801 (for conduit ent sensor enabled atlfc5 ASYDF Asymmetric entry) s PIRHIFC3V Motion /ambient sensor, 15 -30' mounting height, diffuse ambient sensor enabled at tfc ELCW Emergency battery backup (includes external compo- nent enclosure) 5 OtherOptions � -, Shipped installed Shipped separately' DDBXD Dark bronze DSSXD Sandstone DWHGXD Textured white SF Single fuse (120, 277 or 347V)1 BSW Bird - deterrent spikes DBLXD Black DDBTXD Textured dark bronze DSSTXD Textured sandstone DF Double fuse (208,240or480V)1 WG Wire guard DNAXD Natural aluminum DBLBXD Textured black HS House-side shield I VG Vandal guard DWHXD White DNATXD Textured natural aluminum SPD Separate surge protection 9 DDL Diffused drop lens NOTES iCC @ssorl @S VOLT driver operates on any line voltage from 120 -277V ( 50/60 Hz). Specify 120, 208, 240 or 277 options only when ordering with fusing (SF, DF options), or photocontrol (P option). shipped separately. 2 Only available with 20C, 700mA or 1000mA. Not available with PIR or PIRH. 3 Back box ships installed on fixture. Cannot be field installed. Cannot be ordered as an accessory. DSXWHS U House -side shield (one per 4 Photocontrol (PE) requires 120, 208, 240, 277 or 347 voltage option. Not available with motion /ambient light sensors (PIR or PIRH). light engine) 5 PIR and PIRIFC3V specifies the Sensor Switch SBGR- IO -ODP control; PIRH specifies the Sensor Switch SBGR -6 -ODP control; see Motion Sensor Guide for details. DSXWBSW U Bird - deterrent spikes Includes ambient light sensor. Not available with "PE" option (button type photocell). Dimming driver standard. Not available with 20 LED /1000 mA configuration DSXWIWG U Wire guard accessory (DSXWI LED 20C1000). DSXWIVGU Vandal guard accessory 6 Cold weather ( -20C) rated. Not compatible with conduit entry applications. Not available with BBW mounting option. Not available with fusing. Not available with 347 or 480 voltage options. Emergency components located in back box housing. Emergency mode IES files located on product page at www.hthonia.com 7 Single fuse (SF) requires 120, 277 or 347 voltage option. Double fuse (DF) requires 208, 240 or 480 voltage option. Not available with ELCW. 8 Also available as a separate accessory; see Accessories information. 9 See the electrical section on page 3 for more details. ' One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • Fax: 770.918.1209 • www.lithonia.com L /GHT/NG © 2013 -2016 Acuity Brands Lighting, Inc. All rights reserved. Performance Data Lumen Output Lumen values are from photometric tests performed in accordance with IESNA LM- 79 -08. Data is considered to be representative of the configurations shown, within the tolerances allowed by Lighting Facts. Contact factory for performance data on any configurations not shown here. 01L177YUMIA . One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • Fax: 770.918.1209 • www.lithonia.com DSXW1 -LED L/Gh/ YVA7 0 2013 -2016 Acuity Brands Lighting, Inc. All rights reserved. Rev. 3/09/16 T2S 1415 0 0 T2M 1349 0 0 1 101 1520 0 0 1 109 1529 0 0 1 109 894 0 0 1 64 1 96 1449 0 0 1 104 1458 0 0 1 104 852 0 0 1 61 T3S 1400 0 0 1 100 1503 0 0 1 107 1512 0 0 1 108 884 0 0 1 63 350mA 14W T3M 1386 0 0 1 99 1488 0 0 1 106 1497 0 0 1 107 876 0 0 1 63 T4M 1358 0 0 1 97 1,458 0 0 1 104 1467 0 0 1 105 858 0 0 1 61 TFTM 1,411 0 0 1 101 1,515 0 0 1 108 1,52S 0 0 1 109 892 0 0 1 64 ASYDF 1,262 0 0 1 90 1,355 1 0 1 97 1,363 1 0 1 97 797 0 0 1 57 T2S 2,054 1 0 1 103 2,205 1 0 1 1 1 110 2,219 1 0 1 1 111 1,264 0 0 1 1 63 T2M 1,957 1 0 1 98 2,102 1 0 1 105 2,115 1 0 1 106 1,205 0 0 1 60 530 mA 20W T3S 2,031 0 0 1 102 2,181 0 0 1 109 2,195 0 0 1 110 1,250 0 0 1 63 T3M 2,010 1 0 1 101 2,159 1 0 1 108 2,172 1 0 1 109 1,237 0 0 1 62 T4M 1,970 1 0 1 99 2,115 1 0 1 106 2,128 0 0 1 106 1,212 0 0 1 61 10C TFTM 2,047 0 0 1 102 2,198 0 0 1 110 2,212 0 0 1 111 1,260 0 0 1 63 ASYDF 1,830 1 0 1 1 92 1,966 1 0 1 98 1,978 1 0 1 99 1,127 1 0 0 1 56 US 2,623 1 0 1 1 97 1 2,816 1 0 1 104 2,834 1 0 1 1 105 1,544 0 0 1 1 57 (10 LEDs) T2M 2,499 1 0 1 93 2,684 1 0 1 99 2,701 1 0 1 100 1,472 0 0 1 1 1 55 T3S 2,593 1 0 1 96 2,785 1 0 1 103 2 802 1 0 1 104 1,527 0 0 1 1 1 57 700 mA 27W T3M 2,567 1 0 1 95 2,757 1 0 1 102 2,774 1 0 1 103 1,512 0 0 1 1 1 56 T4M 2,515 1 0 1 93 2,701 1 1 0 1 1 100 2,718 1 0 1 101 1,481 0 0 1 1 1 55 TFTM 2,614 1 0 1 97 2,807 1 1 0 1 1 104 2,825 1 0 1 105 1,539 0 0 1 57 ASYDF 2,337 1 1 0 1 87 2,510 1 1 0 1 1 93 2,526 1 0 1 94 1,376 0 0 1 51 T2S 3,685 1 0 1 92 3,957 1 1 0 1 1 99 3,982 1 1 0 1 100 2,235 1 0 1 58 T2M 3,512 1 0 1 88 3,771 1 0 1 94 3 795 1 0 1 95 2,130 1 0 2 55 T3S 3,644 1 0 1 91 3,913 1 0 1 98 3 938 1 0 1 98 2,210 1 0 2 57 1000 mA 40W T3M 3,607 1 0 1 90 3,874 1 0 1 97 3 898 1 0 1 97 2,187 1 0 2 56 TV 3,534 1 0 1 88 3,795 1 0 1 95 3 819 1 0 1 95 2,143 1 0 2 55 TFTM 3,674 1 0 1 92 3,945 1 0 1 99 3 969 1 0 1 99 2,228 1 0 2 57 ASYDF 3,284 1 0 1 82 3,527 1 0 1 88 3 549 1 0 1 89 1,991 1 0 2 51 T2S 2,820 1 0 1 118 3,028 1 0 1 126 3 047 1 0 1 127 1,777 1 0 1 1 74 T2M 2,688 1 0 1 1 112 1 2,886 1 0 1 1 1 120 2,904 1 0 1 121 1,693 1 0 1 71 350mA 24W T3S 2,789 1 0 1 116 2,995 1 0 2 1 125 3,013 1 0 2 126 1,757 0 0 1 73 T3M 2,761 1 0 1 115 2,964 1 0 2 124 2,983 1 0 2 1 124 1,739 1 0 1 72 T4M 2,705 1 0 1 113 2,904 1 0 2 121 2,922 1 0 1 2 1 122 1,704 1 0 1 71 TFTM 2,811 1 0 1 117 3,019 1 0 2 126 3,038 1 0 1 2 127 1,771 0 0 1 74 ASYDF 2,513 1 0 1 105 2,699 1 0 2 112 2,716 1 0 2 113 1,584 1 0 1 66 T2S 4,079 1 0 1 113 4,380 1 0 1 122 4,408 1 0 1 122 2,504 1 0 1 70 T2M 3,887 1 0 1 108 4,174 1 0 1 116 4,200 1 0 1 117 2,387 1 1 0 1 1 66 T3S 4,034 1 0 1 112 4,332 1 0 1 120 4,359 1 0 1 121 2,477 1 0 1 69 530 mA 36W T3M 3,993 1 0 1 111 4,288 1 0 1 119 4,315 1 0 1 120 2,451 1 0 2 68 20C TV 3,912 1 0 2 109 4,201 1 0 2 117 4,227 1 0 1 117 2,402 1 0 1 67 TFTM 4,066 1 0 1 113 4,367 1 0 1 121 1 4,394 1 0 1 122 2,496 1 0 1 69 ASYDF 3,635 1 1 0 1 2 101 3,904 1 1 0 2 108 3,928 1 0 2 109 2,232 1 0 1 62 (20 LEDs) US 5,188 1 0 1 110 5,571 1 0 1 119 5,606 1 0 1 119 3,065 1 0 1 65 T2M 4,945 1 0 1 105 5,310 1 0 1 113 5,343 1 0 1 114 2,921 1 0 1 62 T35 5,131 1 0 1 109 5,510 1 0 2 117 5,544 1 0 2 118 3,031 1 0 1 64 700 mA 47W T3M 5,079 1 0 2 108 5,454 1 0 2 116 5,488 1 0 2 117 3,000 1 0 1 64 T4M 4,976 1 0 2 106 5,343 1 0 2 114 5 377 1 0 2 114 2,939 1 0 1 63 TFTM 5,172 1 0 2 110 5,554 1 0 2 118 5 589 1 0 2 119 3,055 1 0 1 65 ASYDF 4,624 1 0 2 98 4,966 1 0 2 106 4,997 1 0 2 106 2,732 1 0 1 58 T2S 7,205 1 0 1 97 7,736 1 0 1 1 105 7,785 1 0 1 1 105 4,429 1 0 1 61 T2M 6,866 1 0 2 93 7,373 1 0 2 1 100 7,419 1 0 2 100 4,221 1 0 2 58 1000 mA 74W T3S 7,124 1 0 2 96 7,650 1 0 7 698 1 0 2 104 4 380 1 0 2 60 T3M 7 052 1 0 2 95 7 736 1 0 620 1 0 2 103 4 335 1 0 T4M 6 910 1 0 2 93 7 420 1 0 E21 7 466 1 0 2 101 4 248 1 0 TFTM 1 0 2 97 7 712 1 0 7 760 1 0 2 105 ASYDF 6 421 1 0 2 87 6 895 2 0 6 938 2 0 2 94 3 947 1 0 2 54 01L177YUMIA . One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • Fax: 770.918.1209 • www.lithonia.com DSXW1 -LED L/Gh/ YVA7 0 2013 -2016 Acuity Brands Lighting, Inc. All rights reserved. Rev. 3/09/16 Performance Data A&2 Lumen Ambient Temperature (LAT) Multipliers Use these factors to determine relative lumen output for average ambient temperatures from 0 -40 °C (32- 104 °F). s 0 °C 32 °F 1.02 10 °C 50 °F 1.01 20 °C 68 °F 1.00 25 °C 77 °F 1.00 30 °C 86 °F 1.00 40 °C 1041 0.98 Projected LED Lumen Maintenance Data references the extrapolated performance projections for the DSXW1 LED 20C 1000 platform in a 25 °C ambient, based on 10,000 hours of LED testing (tested per IESNA LM- 80-08 and projected per IESNA TM-21-1 1). To calculate LLF, use the lumen maintenance factor that corresponds to the desired number of operating hours below. For other lumen maintenance values, contact factory. 0 25,000 50,000 100,000 1.0 0.95 0.93 0.88 Electrical Load ® 120V 208V 240V 277V 347V 480V 350 14W 0.13 0.07 0.06 0.06 - - 530 20W 0.19 0.11 0.09 0.08 - - 10C 700 27W 0.25 0.14 0.13 0.11 - - 1000 40W 0.37 0.21 0.19 0.16 - - 350 24W 0.23 0.13 0.12 0.10 - - 530 36W 0.33 0.79 0.17 0.14 - - 20C 700 47W 0.44 0.25 0.22 0.19 0.15 0.11 1000 74W 0.69 0.40 0.35 0.30 0.23 0.17 Photometric Diagrams To see complete photometric reports or download .ies files for this product, visit Lithonia Lighting's D- Series Wall Size 1 homepage. Isofootcandle plots for the DSXW1 LED 20C 1000 40K. Distances are in units of mounting height (15'). LEGEND 4 3 2 1 0 1 2 3 4 s 4 3 2 i o r z 3 4 s 4 A- 4 V 4 a 4 0.1 fc I ■ 3 -III- -0 3'1.x1 I�r I .� I 3 0.5 fc z _ 01 z 10 z 1.0 fc -2 -2 -2 N� N� .3 T2M Z Z T3M Z Z -4 �= J I I I V I f= Distribution overlay comparison to 25OW metal halide. 3 2 1 o 1 z 3 4 s 3 LEGEND ■DSXW1, 0.5 fc ■ TWF2, 0.5 fc • I10' W Sidewalk LLDs: TWF2 =0.72 DSXW1 =0.95 N� Z T3S z w TWF2250M Pulse, 15' Mounting Ht K T3M (left), ASYDF (right) lenses HS - House -side shields BSW - Bird - deterrent spikes WG - Wire guard VG - Vandal DDL - Diffused drop lens guard FEATURES & SPECIFICATIONS INTENDED USE The energy savings, long life and easy -to- install design of the D- Series Wall Size 1 make it the smart choice for building- mounted doorway and pathway illumination for nearly any facility. CONSTRUCTION Two -piece die -cast aluminum housing has integral heat sink fins to optimize thermal management through conductive and convective cooling. Modular design allows for ease of maintenance. The LED driver is mounted to the door to thermally isolate it from the light engines for low operating temperature and long life. Housing is completely sealed against moisture and environmental contaminants (IP65). FINISH Exterior parts are protected by a zinc- infused Super Durable TG IC thermoset powder coat finish that provides superior resistance to corrosion and weathering. A tightly controlled multi -stage process ensures a minimum 3 mils thickness for a finish that can withstand extreme climate changes without cracking or peeling. Available in textured and non- textured finishes. OPTICS Precision- molded proprietary acrylic lenses provide multiple photometric distributions tailored specifically to building mounted applications. Light engines are available in 3000 K (80 min. CRI), 4000 K (70 min. CRI) or 5000 K (70 CRI) configurations. ELECTRICAL Light engine(s) consist of 10 high- efficacy LEDs mounted to a metal -core circuit board to maximize heat dissipation and promote long life (L88/100,000 hrs at 25 °C). Class 1 electronic drivers have a power factor >90 %, THD <20 %, and a minimum 2.5KV surge rating. When ordering the SPD option, a separate surge protection device is installed within the luminaire which meets a minimum Category C Low (perANSI/IEEE C62.41.2). INSTALLATION Included universal mounting bracket attaches securely to any 4" round or square outlet box for quick and easy installation. Luminaire has a slotted gasket wireway and attaches to the mounting bracket via corrosion- resistant screws. LISTINGS CSA certified to U.S. and Canadian standards. Rated for -40 °C minimum ambient. DesignLights Consortium@ (DLC) qualified product. Not all versions of this product may be DLC qualified. Please checkthe DLC Qualified Products List atwww.designlights.org to confirm which versions are qualified. WARRANTY Five -year limited warranty. Complete warranty terms located at www.acuitybrands.com/ CustomerResources /Terms_and_conditian:. , 1 .: . Note: Actual performance may differ as a result of end -user environment and application. All values are design or typical values, measured under laboratory conditions at 25 °C. Specifications subject to change without notice. 01L17,41UYVIA . One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • Fax: 770.918.1209 • www.lithonia.com DSXW1 -LED LAGAIrlyVG 0 2013 -2016 Acuity Brands Lighting, Inc. All rights reserved. Rev. 3/09/16 LE TE K° Project Type LITE -ON GROUP Catalog No. EnduraluxT"" LED Canopy Light LCN3 Luminaire Data Weight 15 Ibs [6.8 kg] Ordering Information Sample Catalog No. LCN3 60T MV CW 55 WH 101n [255 mm] E 0 N N 1� 01 ^,L 21.7in _I 5 E [551 mm] ry o 0.81n [2t mm) r Nominal Color Temperature CW 5000K Product No. & Type of LEDs Voltage MV 120 -277V LCN3 60T 80T HV 347 -480V NW 4000K 120T WW 3000K 0.81n [2t mm) T Distribution Finish' Drive Options Current 5S Type 5 WH White 450 450mA HBS High Bay Suspension Short 530 530mA Mounting 620 620mA 2X2 RK Existing 2x2 Box Style 7003 700mA Canopy Retrofit Notes: 1 White standard, consult factory for other finishes.. 2 Non -field adjustable drive current. 620mA option is only available for 80T Refer to performance data on page 2. 3 700mA option is not available for 120T. © 2015 Leotek Electronics USA www.leotek.com LCN3 v012715 Specifications subject to change without notice us O MEMBER E ].E � T Distribution Finish' Drive Options Current 5S Type 5 WH White 450 450mA HBS High Bay Suspension Short 530 530mA Mounting 620 620mA 2X2 RK Existing 2x2 Box Style 7003 700mA Canopy Retrofit Notes: 1 White standard, consult factory for other finishes.. 2 Non -field adjustable drive current. 620mA option is only available for 80T Refer to performance data on page 2. 3 700mA option is not available for 120T. © 2015 Leotek Electronics USA www.leotek.com LCN3 v012715 Specifications subject to change without notice us O MEMBER LE TE K 0 LITE -ON GROUP EnduraluxT" LED Canopy Light LCN3 Luminaire Specifications Housing Die formed aluminum housing and tempered glass optical chamber are IP67 rated. Alumi- num electrical box connects to luminaire via threaded aluminum stem with two electrical entries for thru -way wiring. Designed for flush mounting onto single -skin canopy with access above. Light Emitting Diodes Hi- flux /Hi -power white LEDs produce a minimum of 95% of initial intensity at 100,000 hours of life. LEDs are tested in accordance with IES LM -80 testing procedures. Mean cor- related color temperature of 5000K (standard) and 70 minimum CRI. LEDs are 100% mercury and lead free. Optical Systems White injection molded reflector system produces IES Type 5 distribution. Luminaire produces 0% total lumens above 900 (BUG Rating, U =0). Electrical Power supply features a minimum power fac- tor of .90 and <20% Total Harmonic Distortion (THD). EMC meets or exceeds FCC CFR Part 15. Transient voltage complies with ANSI C62.41 Cat. A. Integral surge protector is tested per ANSI /IEEE C62.45 procedures based on ANSI/ IEEE C62.41.2 definitions for standard and op- tional waveforms for Location Category C High. Performance Data All data nominal, consult factory for IES files or LM -79 reports. Finish Housing receives a fade and abrasion resistant, polyester powder coat finish. Listings /Ratings Luminaires are UL listed for use in non -IC wet locations in the United States and Canada. Fixture maintains an IP66 rating. Design Lights Consortium qualified product. Photometry Luminaires are photometrically tested by certified independent testing laboratories in accordance with IES LM -79 testing procedures. Warranty 10 -year limited warranty is standard on all luminaires and components. © 2015 Leotek Electronics USA www.leotek.com LCN3 v012715 Specifications subject to change without notice Type 5S No. of LEDs Drive Current System Wattage Delivered Efficacy BUG Rating & Type (mA) (W) Lumens (Lm) (Lm /W) 450 84 9370 111 B3 UO GO 60T 530 100 10700 107 B3 UO GO 700 131 13100 100 B3 UO GO 620 154 15900 103 B3 UO G1 80T 700 174 17650 101 B4 UO G1 120T 530 191 20970 110 B4 UO G1 © 2015 Leotek Electronics USA www.leotek.com LCN3 v012715 Specifications subject to change without notice SPECIFICATIONS LEON"' Laser" I r 11-_] 1L it -,j,iL i," C, Two Groat Choices! Get your location noticed! LEON'" Neon Type Glow Laser' More Intense Bold Light`` LED L f r Laseri LEDs LEON"" Leo. SAMPLE ELEVATION VIEW 444 W_ High intensity LED Accent Lighting Features • BRIGHT LEDs to get you noticed • Energy saving! + Long life - 50.000 hr r (1-70 501K hour) • Safe UL Class 2 low 24V voltage (120Vac input } • Little to no maintenance • 1 -24V power supply runs up to 32' (only .55 amps) Benefits USA factory & factory backed 5 year warranty Factory consultation for owners, designers" & installers. Average store (450') needs only B amps of pnwer! • Up to 85% more energy efficient than fluorescent or neon Pays for itself when compared to traditional light source Factory • THE only USA patented -Simulated Neon Light ...... • Easy ordering -one puce" kit includes all required parts • United States Patent # 6361186 • Corporate image program experienced management & staff • Design & field proven Since 1996 • Straight lines...... no sagging • Seamless color .... no light interruptions • Easy to install 8' plug -n -play designed system • Field adjustable length LED Specifications (LEON & Laser) Electrical Clintical *NOTE: 120 VAC Rnm ry ttit 10ESIGN LAYOUT, INSTALLA 770N, and FINAL HOOK -UP to be performed ONLY by QUALIFIED eiectncaJ personnel. ALL associated elec[ricail construction cost, municipal electrical, d signage permrts are the sole responsibllry of owner and/or contractor. LED Luminous System Beam Wavelength / LED Color Voltage Power Power Intensity Angle CCT 24 Vac 1.2 W /ft 1.6 W /ft 24 cd/ft 70 x 40L 618 - 630 nm 22 cd /ft 60 x 30L 600 - 609 nm Amber 26 cd/ft 70 x 40L 584 - 590 nm 1.8 W /ft 213 W /ft 56 cd /ft 75 x 35L 520 - 530 nm 31 cd /ft 470 - 475 nm White 11 .9 W /ft 12 .5 VV/ft 146 cd /ft 90L 5600 - 7200K *NOTE: 120 VAC Rnm ry ttit 10ESIGN LAYOUT, INSTALLA 770N, and FINAL HOOK -UP to be performed ONLY by QUALIFIED eiectncaJ personnel. ALL associated elec[ricail construction cost, municipal electrical, d signage permrts are the sole responsibllry of owner and/or contractor. FREE Luminance Conversion Table LMLCoaysortware wen widee ry Flao �F yerrion, org Luminance Conversion Table Co C.1-d nverter � � F Convert Switch ro Lm ce Sort LFJ I Von Duprin 4 -0 ELConversionKit EL... $486.23 PopularHardware l ' candela /souare meter rcd /mzl: candela /sauare centimeter rcd /CM21: candela /sauare foot rcd /ftZl: candela /sauareinch rcd /in21: kilocandela /souare meter rkcd /M21: stilb sb : lumen /square meter /steradian: lumen /square centimeter /steradian: lumen /square foot /steradian: watt /sq. cm /steradian (at 555 nm): nit nt : millinit rmntl: lambert I'LL: millilambert rmLl: foot - lambert rfLI: apostilb: blondel: bril: skot: Page 1 of 2 Contact No Ads 258.333850001 0.025833385 D a I t i l e 24 Official 0.166666667 0.25833385 W e b s i t e 0.025833385 daltile.com 258.333850001 0.025833385 Quality Tile, Backsplash, and 24 More. Find a 0.000037823 Dealer Near You. 258.333850001 Shop Local! 258333.8500008 0.081157973 81.157972534 75.398223686 811.579725336 811.579725336 8115797253.3608 811579.72533608 How to use Luminance Conversion Table Choose the unit to convert from and type the value in the box next to it. The conversion results will immediately appear in all unit boxes. Find the unit to convert to and read the value in the box next to it. Bookmark Luminance Conversion Table - you will probably need it in the future. Download Luminance Unit Converter our powerful software utility that helps you make easy conversion between more than 2,100 various units of measure in more than 70 categories. Discover a universal assistant for all of your unit conversion .- needs - download the free demo version right away! c= W Make 78.764 conversions with easy -to -use, accurate, and powerful measure unit calculator Instantly add a free Luminance Converter Widget to your website It will take less than a minute, is as easy as cutting and pasting. The converter will blend seamlessly into your website since it is fully rebrandable. Click here for step by step guide of how to put this unit converter on your website Looking for a compact style luminance converter? Visit our forum to discuss conversion issues and ask for free help! Try the instant categories & units search it gives you results as you type! Sta rt Download http:// www. unitconversion .org / /unit_Converter /luminance - ex.html 5/7/2015 TRAFFIC CIRCULATION SUMMARY: TRUCK DELIVERIES TO RETAIL STORE WILL ENTER AND EXIT THROUGH EAST ENTRANCE TO CHELSEA ROAD. I I I FUEL TRUCKS FOR CAR WASH / C -STORE WILL ENTER THROUGH ! WEST ENTRANCE FROM CHELSEA ROAD AND EXIT THROUGH CENTER ENTRANCE FROM CHELSEA ROAD. r -- I I I I I I I I CUSTOMER TRAFFIC FOR CAR WASH / C -STORE WILL ENTER AND i I I EXIT THROUGH WEST AND CENTER ENTRANCES FROM CHELSEA I I I I L ROAD. ----------- - - - - -- - --i L--------------------- - - - - -- - -- CUSTOMER TRAFFIC FOR RETAIL STORE WILL ENTER AND EXIT THROUGH ALL THREE ENTRANCES FROM CHELSEA ROAD. 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TM 1.0 O O O 0 U O w z J W o � O 0o m Y) u) IY Z J LU _ Q O w m ED m 0 W z W O 0 Z � m 0 (0 0 O- 0 Z SHEET NO. TM 1.0 rM W U O w J W ~ Z Y) Z 2 LU O W LIJ O LL U Z J Z J Z J_ J O 2i 2 H SHEET NO. TM 1.0 (reserved for recording information) DEVELOPMENT CONTRACT and PLANNED UNIT DEVELOPMENT AGREEMENT 0 (Developer Installed Improvements) MILLS FLEET FARM ADDITION TO MONTICELLO THIS DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT AGREEMENT ( "Agreement ") is dated , 2016, by and between the CITY OF MONTICELLO, a Minnesota municipal corporation ( "City "), and MILLS PROPERTIES, LLC, a Delaware limited liability company (the "Owner" and "Developer "). 1. REQUEST FOR APPROVAL. On July 25`b, 2016 the City approved the final plat and Planned Unit Development for MiLLs FLEET FARM ADDITION To MONrICELLO (referred to in this Contract as the "Plat" or "Development "). The land is situated in the County of Wright, State of Minnesota, and is legally described as set forth on Exhibit A hereto ( "Subject Property"). 2. CONDITIONS OF APPROVAL. A. The City's approval of the Plat was conditioned upon the Developer entering into this Agreement, furnishing the security required by this Agreement, and recording of the Plat and this 1 Agreement with the County Recorder or Registrar of Titles within one hundred (100) days after the City Council approved the development. B. The City granted approval to the development (identified as Plans A through Y in paragraph 8 of this Agreement); as adopted on July 25', 2016 by Resolution #2016 -050, and compliance with the terms and conditions of this Agreement and all other City requirements which are in effect. The specific conditions, requirements, and terms of approval are as set forth in City Resolution #2016 -049 for Planned Unit Development and 2016 -050 for Plat as, adopted by the Monticello City Council on the 25th day of July, 2016. 3. RIGHT TO PROCEED. Within the Subject Property, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: 1) this Agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security as described in this Agreement has been received by the City, and 3) the Plat, and this Agreement have been recorded with the Wright County Recorder's /Registrar's Office within one hundred (100) days of City Council approval, and 4) the City's Administrator has issued a letter that the Developer may proceed based on completion of the conditions and requirements of this Agreement. If the Plat or this Agreement is not recorded within one hundred (100) days of City Council approval, the approval shall be considered void, unless a request for time extension is submitted in writing and approved by the City Council prior to expiration of the one hundred (100) day period. The City shall submit this Agreement for recording promptly upon execution by both parties. The Developer shall submit the Plat for recording to the Wright County Recorder/Registrar's Office. 4. PHASED DEVELOPMENT. If this Plat or Agreement is a phase of a multi - phased development, the City may refuse to approve final plats of subsequent phases if the Developer has breached this Agreement and the breach has not been remedied. Development of subsequent phases may not proceed until the City approves Development Agreements for those phases. 2 5. PRELIMINARY PLAT STATUS. If this Plat is a phase of a multi - phased preliminary plat, and the preliminary plat approval for all phases not final platted shall lapse and be void unless final platted into lots and blocks, not outlots, within three (3) years after preliminary plat approval as specified by state law. 6. CHANGES IN OFFICIAL CONTROLS. For three (3) years from the date of this Agreement, no amendments to the City's Comprehensive Plan, or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved final plat or approved development unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Agreement to the contrary, to the full extent permitted by state law, but subject to the limitations set forth in Minn Stat. Sec 462.358, subd. (c), the City may require compliance with any amendments to the City's Comprehensive Plan, official controls, platting or dedication requirements enacted after the date of this Agreement with respect to property which did not receive final plat or development approval less than three (3) years prior to any such amendments. 7. DESIGN STANDARDS. The applicable Zoning District Regulations are equal to those set forth in the Planned Unit Development Zoning District Regulations as approved by the Monticello City Council on July 25th, 2016 and in accordance with the plans as identified in Section "8" of this Agreement. 8. DEVELOPMENT PLANS. The Subject Property shall be developed in accordance with the plans listed below ( "Plans "). The Plans shall be as approved with conditions by the City of Monticello on July 25th, 2016. The Plans shall not be attached to this Agreement. The Plans may be prepared, subject to City approval, after entering the Agreement, but before commencement of any work or on the Subject Property. If the Plans vary from the written terms of this Agreement, the plans shall control. The Plans are: Plan A Preliminary Plat Plan B Final Plat Plan C Title Sheet Plan D Legend Plan E Existing Conditions Plan F Removals Plan G Site Plans Plan H Grading Plans Plan I Erosion Control Plans Plan J Overall Utility Plans Plan K Paving Plan Plan L Signing and Striping Plan Plan M Chelsea Road Turn Lane Plan Plan N Construction Details Plan O Landscaping Plans Plan P Floor Plans Plan Q Exterior Elevations Plan R Accessory Building Plans Plan S Storage Yard Entrance Plans Plan T Car Wash, Convenience and Vehicle Fuel Sales Plans Plan U Sign Plans and Analysis Plan V Electrical and Photometric Plans Plan W Landscaping Detail Plan X Fence Detail Plan Y Lighting Detail 9. IMPROVEMENTS. The Developer shall install and pay for the following as required to be built within the project as improvements in accordance with the Plans, as approved with conditions by the City of Monticello on July 25', 2016: A. Sanitary Sewer System B. Water System C. Storm Sewer System D. Parking Lots E. Streets, Alleys and Driveways F. Concrete Curb and Gutter G. Street lights H. Site Grading, Ponding, and Erosion Control 4 I. Landscaping J. Underground Utilities K. Setting of Iron Monuments L. Surveying and Staking M. Sidewalk, Chelsea Road N. Traffic Control Signs O. Chelsea Road Right Turn Lane The improvements shall be installed in accordance with the City Code and the approved Plans. The Developer will not perform any heavy construction between the hours of 10 p.m. and 7 a.m. The Developer shall submit plans and specifications for permit which have been prepared by a competent registered professional engineer to the City for approval by the City Engineer which approval shall be provided on the condition that such submittals comply with the Plans and this Agreement. The Developer shall instruct its engineer or a separate third -party consultant to provide adequate field inspection personnel to assure an acceptable level of quality control. In addition, the City may, at the City's discretion, and at the Developer's expense, have one or more City inspectors and a soil engineer inspect the Public Improvements work as the City may reasonably determine. The Developer, its contractors and subcontractors, shall follow all instructions received from the City's inspectors. The Developer shall provide for on -site project management via a Construction Superintendent. In addition, the Developer shall provide a Construction Project Manager and Development Construction Manager to oversee the Development and be responsible for design changes and contract administration between the Developer and the Developer's contractor. The Developer, or the Developer's General Contractor, shall provide for materials testing for the Public Improvements. Testing reports shall be provided to the City and shall be required to comply with the City's General Specifications. The Developer, or its engineer or General Contractor shall schedule a pre - construction meeting at a mutually agreeable time at the City Council chambers with all parties concerned, including the City staff, to review the program for the construction work. Developer will install the public sidewalk on Chelsea Road prior to the installation of the final lift of asphalt. 10. PUBLIC IMPROVEMENTS. A. The Chelsea Road right turn lane, water main, and public sidewalk on Chelsea Road shall be developed in accordance with the required City General Specifications, and Plan `B ", Plan "G" and Plan "M" (the "Public Improvements "), as identified in Paragraph 8 of the Agreement. As required per City Code Title 8, Chapter 1 and Title 8, Chapter 5, the adjacent property owner shall be responsible for maintenance of all sidewalk, trail and boulevard areas, including regular lawn maintenance and snow removal. B. The Plat includes a water main easement which traverses the Subject Property ( "Easement Area "). The Easement Area is being used by the City pursuant to the easement grant in the Plat for the installation, operation and maintenance of a water main to serve the Development. C. Developer, its successors and assigns, hereby reserves and retains all other property rights in and to the Easement Area, including, the right to use the Easement Area, so long as such use does not unreasonably interfere with the City's rights hereunder, it being understood that the use of the surface of the Easement Area is for vehicular traffic, pedestrian traffic, landscaping, parking, and /or signage (including directional, stop or handicapped parking signs or markers), and shall be deemed not to substantially interfere with the City's rights hereunder or damage the improvements. Developer and the successor and assigns of Developer hereby covenant and agree not to construct or permit to be constructed any permanent structure of any kind on the Easement Area without the approval of the City, which shall not be unreasonably withheld. D. The City shall maintain the water main lines located within the Easement Area in a safe and good condition. In exercising its rights to maintain and repair the water main, the City shall, to the fullest extent practicable, not interfere with the business operations at the Subject Property. Specifically, in exercising its rights under the easement, the City shall ensure to the fullest extent practicable that the Developer will have full and unlimited access at all times to the truck docks, building entrances, and compactor areas at the Subject Property. Prior to commencing any work in the Easement Area, the City, or its contractor or consultants shall provide the Developer with not less than 24 hours M written notice prior to entering the Subject Property for purposes of exercising its rights hereunder. The City shall avoid and minimize all excavation within the Easement Area to the maximum extent practicable. The City shall conduct all normal maintenance and repairs within the Easement Area with utmost speed. E. The installation, maintenance, replacement and/or repair of the water main lines within the Easement Area, that is performed by the City, its agents and employees shall be performed (i) at the City's sole cost and expense, except for surface restoration of Developer's private improvements, in such a manner as to minimize interference with the use and enjoyment thereof by Developer and other lawfully present thereon, (ii) with adequate provision for safety and convenience of all persons using the surface of such areas, and (iii) diligently, so as to complete such work and remove all equipment and materials in a reasonable time so as to not impact the Developer's construction or store opening schedule. F. If the surface of the Easement Area or any portion thereof or any landscaping, curbing, pavement or other improvements thereof shall be disturbed by installation, operation, maintenance, replacement or removal activities or such other activities performed by or on behalf of the City in connection with the use of the easement, said surface and improvement shall be promptly restored by the fee owner, at the fee owners' sole cost, of the Easement Area which is disturbed to their condition just prior to the disturbance. G. The Developer shall provide "as- constructed" plans for all Public Improvements. The "as- constructed" plans shall include field- verified elevations. 11. OWNERSHIP OF IMPROVEMENTS. Upon completion of the work and construction of Public Improvements required by this Agreement, the Public Improvements lying within public easements shall become City property without further notice or action. Upon completion of the Public Improvements, the City shall inspect the Public Improvements and notify Developer if any of the Public Improvements do not conform to the requirements of this Agreement. Upon compliance with this 7 Agreement with respect to Public Improvements, the City shall give formal notice of acceptance to Developer. 12. WARRANTY. The Developer warrants all Public Improvements required to be constructed by it pursuant to this Agreement for a period of twenty -four (24) months from the date of acceptance by the City against poor material and faulty workmanship. All trees and shrubs within the Subject Property shall be warranted to be alive, of good quality, and disease free for twenty -four (24) months after planting. Any replacements shall be warranted for twenty -four (24) months from the time of planting. 13. IRON MONUMENTS. In accordance with Minnesota Statutes 505.021 and Monticello City Code Section 11 -4 -2, the final placement of iron monuments for all lot corners must be completed before the applicable security for the iron monuments is released. The Developer's surveyor shall also submit a written notice to the City certifying that the monuments have been installed. 14. PERMITS. The Developer shall obtain or require its contractors and subcontractors to obtain all necessary permits, including but not limited to the following to the extent required: • Wright County for County Road Access and Work in County Rights -of -Way • MnDot for State Highway Access • Minnesota Department of Health for Water mains • MPCA for Storm Water Permits, Sanitary Sewer and Hazardous Material Removal and Disposal • DNR for Dewatering • City of Monticello for Building Permits • NPDES /SDS Construction Storm Water General Permit 15. DEWATERING. Due to the variable nature of groundwater levels and storm water flows, it will be the Developer's and the Developer's contractors and subcontractors responsibility to satisfy themselves with regard to the elevation of groundwater in the area and the level of effort needed to perform dewatering and storm flow routing operations. All dewatering shall be in accordance with all applicable county, state, and federal rules and regulations. DNR regulations regarding appropriations permits shall also be strictly followed. 16. TIME OF PERFORMANCE. The final wear course on the Chelsea Road Right Turn Lane and on the streets within the Public Improvements shall be installed before October 31 st of the year following the placement of the first lift course on improvements, subject to an extension of time or waiver granted from the City, which request shall not be unreasonably withheld or denied. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. Final wear course placement must have the written approval of the City Engineer, and may be delayed or scheduled at any time of the year based upon existing site conditions at the discretion of the City Engineer. The City Engineer shall not unreasonably withhold approval of the final wear course placement. 17. LICENSE. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the Subject Property to perform all work and inspections deemed appropriate by the City in conjunction with Plat development. ff 19 18. EROSION CONTROL AND STORMWATER MANAGEMENT. A. Prior to initiating site grading, the erosion control plan shall be implemented by the Developer and inspected and approved by the City. The City may impose additional erosion control requirements if reasonably required. All areas disturbed by the excavation and backfilling operations shall be reseeded within five (5) days after the completion of the work, weather permitting, or in an area that is inactive for more than ten (10) days, or as identified in the Construction Stormwater General Permit/SWPPP, unless authorized and approved by the City Engineer, which approval shall not be unreasonably withheld. Except as otherwise provided in the erosion control plan, seed shall be in accordance with the City's current seeding specification which may include certified oat seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be maintained as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may provide Developer with written notice of default. If the Developer does not cure the default within two (2) days after receipt of such notice, then the City will take such action as it deems appropriate to control erosion. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. If the Developer does not reimburse the City for any cost the City reasonably incurred for such work within thirty (30) days after receipt of the City's written request (which request shall include all supporting and related evidence necessary to substantiate the actual cost), the City may draw down the letter of credit to pay any reasonable and actual costs. No development, street or utility construction will be allowed unless the Plat is in full compliance with the approved erosion control plan. B. The Developer shall inspect, maintain, operate and replace in a good state of repair and safe condition all proposed drainage improvements, including, without limitation, the private storm sewer and infiltration systems on the Subject Property. 011 19. GRADING PLAN. The Subject Property shall be graded in accordance with the approved grading development and erosion control plan. The Plan shall conform to City of Monticello General Specifications. The Developer shall provide the City with an "as constructed" grading plan certified by a registered land surveyor or engineer that all ponds, swales, and ditches for public drainage have been constructed on public easements or land owned by the Developer. Notwithstanding the foregoing, the City may issue building permits to the Developer, prior to completion of all grading, provided the City Engineer has determined that adequate erosion control measures are in place. The "as constructed" plan shall include field verified elevations of the following: a) cross sections of ponds; b) location and elevations along all swales, wetlands, wetland mitigation areas if any, ditches, locations and dimensions of borrow areas /stockpiles, and installed "conservation area" posts; and c) lot corner elevations. The City will withhold issuance of certificate of occupancy until the approved certified grading plan is on file with the City and all erosion control measures are in place as approved and applicable. 20. CLEAN UP. During the course of grading and construction on the Subject Property, the Developer shall clean dirt and debris from streets that has resulted from construction work by the Developer, 10 subcontractors, their agents or assigns. Prior to any construction in the Plat, the Developer shall identify in writing a responsible party and schedule for erosion control, street cleaning, and street sweeping. The Developer shall pay a penalty of $100.00 a day for each calendar day that the adjacent streets are not cleaned in accordance with this paragraph. If the Developer repeatedly fails to clean adjacent streets in accordance with this paragraph, the City may, in its discretion, after 24 hours' notice to the Developer, perform the work or contract to have the work completed and bill the reasonable and actual costs to the Developer. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. If the Developer does not reimburse the City for any cost the City incurred for such work within thirty (30) days from the date notice of the amount owed to the City is mailed, the City may draw down the Irrevocable Letter of Credit for grading to pay any such costs. No development, utility or street construction will be allowed and no building permits will be issued unless the Subject Property is in full compliance with the requirements of this Paragraph. 21. CITY ENGINEERING ADMINISTRATION AND CONSTRUCTION OBSERVATION. 0 A. The Developer shall pay a fee for the City's engineering administration as related to the Public Improvements. City engineering administration will include monitoring of construction observation related to Public Improvements, consultation with Developer and its engineer on status or problems regarding the project, coordination for final inspection and acceptance, project monitoring during the warranty period, and processing of requests for reduction in security. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be seven percent (7.0 %), of the estimated construction cost of the Public Improvements, assuming normal construction and project scheduling. Developer will provide a $22,302.00 escrow, which is separate and in addition to any other escrow funds for this Development, to pay the fees owed to the City under this Section. The Developer shall pay for construction observation performed by the City's consulting engineer. Construction observation shall include part or full time inspection of proposed public utilities and will be billed on standard hourly rates per 11 City's adopted fee schedule. The cost of the construction observation is included in the seven (7 %) estimate. B. The Developer shall pay a fee for the City's engineering administration as related to grading and restoration of the Subject Property. City engineering administration will include monitoring of construction observation related to grading and restoration of the site, consultation with Developer and his engineer on status or problems regarding the project, coordination for final inspection and acceptance, and processing of requests for reduction in security. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be three percent (3.0 %), of the estimated construction cost of the Subject Property grading and restoration cost, assuming normal construction and project scheduling. Developer will provide an $18,762.00 escrow, which is separate and in addition to any other escrow funds for this Development. The Developer shall pay for construction observation performed by the City's consulting engineer. Construction observation shall include part or full time inspection of proposed public utilities and will be billed on standard hourly rates per City's adopted fee schedule. C. The fees owed by the Developer to the City under this Section 21 shall be paid from the escrows amounts. Any amounts not utilized from the escrow account shall be returned to the Developer when all the Development has been completed in accordance with this Agreement. If additional escrow amounts are required for such costs incurred beyond the escrow deposit, the Developer shall be billed directly for such costs and there shall be no issuance of occupancy permits until all such obligations have been fully paid. 22. CITY PLANNING, LEGAL AND ADMINISTRATION. A. The Developer shall submit an escrow deposit for fees for City staff administration relating to processing of the Plat and associated administration. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be two percent (2.0 %), or $2,000 minimum, of the estimated construction cost of the Public Improvements, assuming normal construction and project scheduling. Developer will provide a $6,372.00 escrow, which is separate and in addition to any other 12 escrow funds for this Development. This amount is subject to reconciliation based on actual costs at the completion of the project. B. The Developer shall submit an escrow deposit for fees relating to City planning- related expenses associated with the Plat development. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be two percent (2.0 %), or $2,000 minimum, of the estimated construction cost of the Public Improvements, assuming normal construction and project scheduling. Developer will provide a $6,372.00 escrow, which is separate and in addition to any other escrow funds for this Development. This amount is subject to reconciliation based on actual costs at the completion of the project. C. The Developer shall submit an escrow deposit for fees relating to City legal - related expenses associated with the Plat development. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be two percent (2.0 %), or $2,000 minimum, of the estimated construction cost of the Public Improvements, assuming normal construction and project scheduling. Developer will provide a $6,372.00 escrow, which is separate and in addition to any other escrow funds for this Development. This amount is subject to reconciliation based on actual costs at the completion of the project. D. The fees owed by the Developer to the City under this Section 22 shall be paid from the escrows amounts. Any amounts not utilized from the escrow account shall be returned to the Developer when all the Development has been completed in accordance with this Agreement. If additional escrow amounts are required for such costs incurred beyond the escrow deposit, the Developer shall be billed directly for such costs and there shall be no issuance of occupancy permits until all such obligations have been fully paid. 23. CLAIMS. In the event that the City receives claims from labor, material, or others that work required by this Agreement has been performed, the sums due them have not been paid, and the laborers, material, or others are seeking payment from the City, and the Developer has failed to resolve 13 claims (including by dismissal, payment or bonding over the claim) within 30 days' notice from the City, the Developer hereby authorizes the City to commence an Interpleader action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the District Courts, to draw upon the letters of credit in an amount up to 125 percent of the claim(s) and deposit the funds in compliance with the Rule, and upon such deposit, the Developer shall release, discharge, and dismiss the City from any further proceedings as it pertains to the letters of credit deposited with the District Court, except that the Court shall retain jurisdiction to determine attorneys' fees pursuant to this Agreement. 24. SANITARY SEWER TRUNK CHARGE. The Development is subject to a charge for Sanitary Sewer Trunk expenses in the amount of $111,782.36, which includes all platted lots within the Development, payable at the time of final Plat approval. The fee is calculated as follows: $3,316.00 /gross acre x 33.71 gross acres = $111,782.36 The Development includes one outlot, the sanitary sewer trunk fees for which shall be paid at the time of final platting of the outlot. 25. WATER TRUNK CHARGE. The Development is subject to a charge for Water Trunk expenses in the amount of $82,656.92, which includes all platted lots within the Development, payable at the time of final Plat approval. The fee is calculated as follows: $2,452.00 /gross acre x 33.71 gross acres = $82,656.92 The Development includes one outlot, the water trunk for which shall be paid at the time of final platting of the outlot. 26. STORM SEWER CHARGE. The Development is subject to a charge for Storm Sewer expenses in the amount of $306,963.40, which includes all platted lots within the Development, payable at the time of final Plat approval. The fee is calculated as follows: Base: $3,543.00 /net acre x 28.37 net acres = $100,514.91 Alternate Ponding Area: $7,277.00/net acre x 28.37 net acres+ $206,448.49 TOTAL: $100,514.91 + $206,448.49 = $306,963.40 14 The Development includes one outlot, the storm sewer trunk fees for which shall be paid at the time of final platting of the outlot. 27. SPECIAL ASSESSMENTS. The Development is subject to a previously levied special assessment agreement for the CSAH 18/I -94 interchange, road and other public improvements dated May 20th, 2005 ( "Assessment Agreement "). The Developer shall provide the City with a schedule of apportionment for the levied special assessments by lot and block to be platted. None of the previously levied assessment may be apportioned to outlots within the Plat. As of July 25th, 2016, there is a remaining balance associated with the Assessment Agreement. 28. PARK DEDICATION. Park dedication is not applicable to the Development. 29. SPECIAL PROVISIONS. The following special provisions shall apply to the development: 0 A. Implementation of the recommendations listed in Resolution #2016 -049 and Resolution 2016 -050, of July 25th, 2016 B. The Developer shall post a $1,200.00 security for the final placement of interior subdivision iron monuments at property corners and the placement of all monuments. The security will be held by the City until the Developer's land surveyor certifies that all irons have been set following site grading and utility and street construction. C. The Developer shall pay the cost for the preparation of record construction drawings and City base map upgrading by the City Engineer as part of the Administrative / Engineering Fee. D. The Developer is required to submit the final Plat in electronic format. The electronic format shall be Auto CAD file. E. The Developer must obtain a sign permit from the City prior to installation of any signs for the development. F. Developer acknowledges that an overpass may be constructed on Fallon Avenue crossing Interstate 94. In addition, there may be additional development on Lot 1, Block 2, Mills Fleet 15 Farm Addition. At the time the final design for such overpass is being prepared and such additional development occurs on Lot 1, Block 2, Mills Fleet Farm Addition, modifications to the geometric layout along Chelsea Road may be warranted. The Developer will work with the City to assess the impacts to the most westerly access drive serving Lots 1 and 2, Block 1 and the access drives located on Lot 1, Block 2, Mills Fleet Farm Addition and devise a reasonable solution for accommodating increases in traffic volumes within the area in order to maintain traffic safety. 30. SUMMARY OF SECURITY REQUIREMENTS. A. To guarantee compliance with the terms of this Agreement, payment of the costs of all improvements, and construction of all public and private improvements, prior to release of the Plat for recording, the Developer shall furnish the City with a letter of credit, in the form attached hereto, from a bank ( "Security ") for $399,750.00 to guarantee completion of the Public Improvements and Lot Monuments. The amount of the security includes all of the security requirements set forth in the preceding sections of this Agreement, and was calculated as follows: PUBLIC IMPROVEMENT CONSTRUCTION COSTS: Water main Sidewalk, Chelsea Road Right Turn Lane, Chelsea Road CONSTRUCTION SUB -TOTAL OTHER COSTS: Lot Corners /Iron Monuments OTHER COSTS SUB -TOTAL TOTAL CONSTRUCTION SECURITY Total Costs X 125% $237,700.00 $35,100.00 $45,800.00 $318,600.00 1,200.00 $1,200.00 $399,750.00 B.The Developer shall also furnish the City with a Security for $108,000.00 for grading in compliance with approved Plan "H ". This amount was calculated as follows. $3,000 /acre X 36 acres = $108,000.00 16 �e ;�1 rcH� ;z131 c��y xK1;�i Erosion Control /Grading Certification $ 108,000.00 C. The Developer shall furnish the City with Security for $437,500.00 to guarantee the completion of Subject Property landscaping improvements in compliance with approved Plan "O ". This amount was calculated as follows. $350,000.00 (estimated landscaping cost) x 125% - $437,500.00 D. This breakdown is for historical reference; it is not a restriction on the use of the security. The bank shall be subject to the approval of the City Administrator, which consent shall not be unreasonably withheld. The security shall be for an automatically renewing term. Individual security instruments may be for shorter terms provided they are replaced at least thirty (30) days prior to their expiration. The City may draw down the security, upon five (5) business days' prior written notice to Developer, for any violation of the terms of this Agreement. Amounts drawn shall not exceed the amounts necessary to cure to the default. If the security is drawn down, the proceeds shall be used to cure the default. Upon receipt of proof satisfactory to the City that work has been completed and financial obligations to the City have been satisfied in accordance with the Plans, the security shall be reduced from time to time by ninety percent (90 %) of the financial obligations that have been satisfied. Ten percent (10 %) of the amounts certified by the Developer's engineer shall be retained as security until all improvements have been completed and all financial obligations to the City satisfied. The City standard specifications for utilities and street construction outline procedures for security reductions. 31. SUMMARY OF CASH REQUIREMENTS. The following is a summary of the cash requirements under this Agreement which must be furnished to the City prior to release of the Plat for recording and execution of this Agreement by the City: City Engineering Expenses, escrow 3% Grading & Restoration $ 18,762.00 7% Public Improvements $ 22,302.00 City Administration Expenses, escrow $ 6,372.00 17 City Legal Expenses, escrow $6,372.00 City Planning Expenses, escrow $6,372.00 Sanitary Sewer Trunk Charge $111,782.36 Water Trunk Charge $82,656.92 Storm Sewer Charge (Base) $100,514.91 Storm Sewer Trunk (Alternate) $206,448.49 GPS Locate Fee $ 240.00 Total Cash Requirements $561,882.68 32. RESPONSIBILITY FOR COSTS. A. Except as otherwise specified herein, the Developer shall pay all reasonable and customary costs incurred by it or the City in conjunction with the development of the Plat, including but not limited to Soil and Water Conservation District charges, legal, planning, engineering and inspection expenses incurred in connection with approval and acceptance of the Plat, the preparation of this Agreement, review of construction plans and documents, and all costs and expenses incurred by the City in monitoring and inspecting development of the Plat. B. The Developer shall reimburse the City for reasonable costs incurred in the enforcement of this Agreement, including engineering and attorneys' fees. C. If there are insufficient escrow funds on hand, the City will bill the Developer for its costs. The Developer shall pay in full all such bills submitted to it by the City for obligations incurred under this Agreement within thirty (30) days after receipt. If the bills are not paid on time, the City may halt Plat development and construction until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of eight percent (8 %) per year. Any unpaid invoices may be assessed by the City against the Subject Property. 18 D. In addition to the charges herein and special assessments referred to herein, other charges as required by City ordinance may be imposed such as, but not limited to, sewer access charges, water access charges, and building permit fees. 33. DEVELOPER'S DEFAULT. In the event of default by the Developer as to any of the work to be performed by it hereunder, with the exclusion of the proposed building structures, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any reasonable and actual expense incurred by the City, provided the Developer, except in an emergency as determined by the City, is first given notice of the work in default, not less than forty -eight (48) hours in advance. This Agreement is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part to the Subject Property. 34. MISCELLANEOUS. & 11 A. The Developer represents to the City that the Plat complies with all city, county, state, and federal laws and regulations, including but not limited to, subdivision ordinances, zoning ordinances, and environmental regulations. If the City determines that the Plat does not comply, the City may, at its option, refuse to allow construction or development work in the Plat until the Developer does comply. Upon the City's demand, the Developer shall cease work until there is compliance. B. This Agreement shall run with the land and may be recorded against the title to the Subject Property. The Developer covenants with the City, its successors and assigns, that the Developer is well seized in fee title of the Subject Property being final platted and/or has obtained consents to this Agreement, in the form attached hereto, from all parties who have an interest in the Subject Property; that there are no unrecorded interests in the Subject Property being final platted; and that the Developer will indemnify and hold the City harmless for any breach of the foregoing covenants. Any transfer of an ownership interest in the Subject Property is an assignment of the rights and obligations herein to the subsequent owner. 19 C. Third parties shall have no recourse against the City or Developer under this Agreement. D. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Agreement is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Agreement. E. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Agreement. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Agreement shall not be a waiver or release. F. Developer will hold the City and its officers, agents, and employees harmless from claims made by third parties, including but not limited to other property owners, tenants, contractors, subcontractors, and materialmen, for damages sustained, costs incurred, or injuries resulting from the Developer's negligent, reckless or willful misconduct. The Developer will indemnify the City and its officers, agents, and employees for all costs, damages, or expenses, including reasonable engineering and attorney's fees, which the City may pay or incur in consequence of such claims, except if caused by City negligence, reckless or willful misconduct. G. In addition to all legal or equitable remedies, breach of any material term of this Agreement by the Developer shall be grounds for denial of building permits, including lots sold to third parties, and Certificates of Occupancy. H. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. 20 I. Developer shall take out and maintain or cause to be taken out and maintained until six (6) months after the City has accepted the Public Improvements, commercial general liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developer's work or the work of its contractors or by one directly or indirectly employed by any of them. The insurance may be provided by a single policy or multiple policies including excess of or umbrella policies and shall have limits for bodily injury and death not less than $1,000,000 for one person and $2,000,000 for each occurrence; limits for property damage shall be not less than $1,000,000 for each occurrence; or a combination single limit policy of $2,000,000 or more. The City shall be named as an additional insured on the policies, and the Developer shall file with the City a certificate evidencing coverage prior to the City releasing the Plat for recording or issuing any permits. In the event the City has not received this prior to the start of construction, the Developer shall halt all work until a certificate has been provided to the City. The City shall be listed as an additional insured on all policies. The certificate shall provide that the City must be given advance written notice of the cancellation of the insurance. If building permits are issued prior to the acceptance of Public Improvements, the Developer assumes all liability and costs resulting in delays in completion of Public Improvements and damage to Public Improvements caused by the City, Developer, its contractors, subcontractors, material men, employees, agents, or third parties. No sewer and water connection permits may be issued and no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with at least one lift of bituminous surface and the utilities are accepted by the City Engineer in writing. K. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed 21 expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. L. The Developer will pay in full all invoices submitted to it by the City within thirty (30) days after receipt which reasonably evidence those costs incurred in the drafting, enforcement and supervision of this Agreement, including reasonable engineering, planning, and attorney's fees. If the invoices are not paid on time, the City may halt all development work until the invoices are paid in full. Invoices not paid within sixty (60) days shall be subject to an eight percent (8 %) per annum interest charge. Any unpaid invoices may be assessed by the City against the Subject Property. M Developer shall be responsible for all snow removal from sidewalks and trails on developed and vacant lots and outlots to the extent that City Ordinance requires snow removal from the Subject Property. Developer shall be responsible for ensuring that all vacant lots comply with the City's Code regarding nuisances. Jr "F 35. SUCCESSORS AND ASSIGNS. The Developer may not assign this Agreement without the written permission of the City Council, which permission shall not be unreasonably withheld. This Agreement shall be binding upon and inure to the benefit of the parties and their respected successors and assigns, including without limitation, any and all future and present owners, tenants, occupants, licensee, mortgagee and any other parties with any interest in the Subject Property. Should the Developer convey any lot or lots in the Plat to a third party, the City and the owner of that lot or those lots may amend the Development or this Agreement, with City approval, or use of those lots without the approval or consent of the other lot owners within the Plat. Private agreements between the owners of lots within the Plat for shared service or access and related matters necessary for the efficient use of the Subject Property shall be the responsibility of the lot owners and shall not bind or restrict City authority to approve applications from any lot owner. 36. COUNTERPARTS. This Agreement may be executed in any number of counterparts, each of which shall be an original, but all of which together shall constitute one instrument. 22 37. NOTICES. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: Notices to the City shall be in writing and shall be either hand delivered to the City Administrator, or mailed to the City by certified mail, or by a nationally recognized overnight carrier, such as FedEx or UPS, in care of the City Administrator at the following address: City of Monticello, Monticello City Hall, 505 Walnut Street, Suite 1, Monticello, Minnesota 55362, with a copy to the City Attorney by regular mail at: Campbell Knutson, P.A., Grand Oak Office Center I, 860 Blue Gentian Road, #290, Eagan, Minnesota 55121. -es on the following pages.] 23 Signature page to Development Contract and PUD Agreement MILLS FLEET FARM ADDITION (SEAL) STATE OF MINNESOTA ) ( ss. COUNTY OF WRIGHT ) CITY OF MONTICELLO :• Brian Stumpf, Mayor Jeff O'Neill, City Administrator I i, i The foregoing instrument was acknowledged before me this day of , 20 , by Brian Stumpf and by Jeff O'Neill, the Mayor and City Administrator of the City of Monticello, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. Notary Public 24 117 5►I/ 1 STATE OF MINNESOTA ) ( ss. COUNTY OF ) Its The foregoing instrument was acknowledged before me this day of , 201 by the of , a on its behalf. DRAFTED BY: CAMPBELL, KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452 -5000 JJJ Notary Public 25 EXHIBIT "A" TO DEVELOPMENT CONTRACT Legal Description That part of Lot 10, AUDITOR'S SUBDIVISION NO. ONE, according to the recorded plat thereof, on file in the Wright County Minnesota Recorder's Office, being part of the Northwest Quarter of the Northwest Quarter (NW 14 -NW 14), Section 13, Township 121, Range 25, said Wright County, described as follows: Beginning at the most easterly corner of Lot 1, Block 1, MONTICELLO COMMERCE CENTER SECOND ADDITION, according to the recorded plat thereof, on file in said Wright County Recorder's Office; thence South 26 degrees 27 minutes 25 seconds West, bearing based on said MONTICELLO COMMERCE CENTER SECOND ADDITION, 547.34 feet along the easterly line of said Lot 1 and its southwesterly extension to the centerline of Chelsea Road according to Document No. 379144 on file in said Wright County Recorder's Office; thence South 63 degrees 32 minutes 35 seconds East 205.00 feet along said centerline of Chelsea Road; thence North 26 degrees 27 minutes 25 seconds East 547.24 feet to the southwesterly right of way line of Interstate Highway No. 94; thence North 63 degrees 30 minutes 56 seconds West 205.00 feet along said southwesterly right of way line of Interstate Highway No. 94 to the point of beginning. :N1 That part of Lots 10, 18 and 19 AUDITORS SUBDIVISION NO. ONE, lying East of the plats of MONTICELLO COMMERCE CENTER FIRST ADDITION, MONTICELLO COMMERCE CENTER THIRD ADDITION and MONTICELLO COMMERCE CENTER FIFTH ADDITION and lying West of the plat of MONTICELLO COMMERCE CENTER SIXTH ADDITION being part of the Northwest Quarter of Section 13, Township 121, Range 25, Wright County, Minnesota which lies Southwesterly of the following described line: Commencing at the Northwest corner of said Northwest Quarter; thence on an assumed bearing of South 1 degree 14 minutes 38 seconds West along the West line of said Northwest Quarter, a distance of 708.88 feet to the point of beginning of the line to be described; thence South 63 degrees 32 minutes 35 seconds East, a distance of 4016.29 feet and there terminating. 187809v1 IRREVOCABLE LETTER OF CREDIT No. _ Date: TO: City of Monticello Dear Sir or Madam: We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable Letter of Credit in the amount of $ , available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. dated , 2 , of (Name of Bank) " b) Be accompanied by an affidavit signed by the Mayor or City Administrator of the City of Monticello certifying that is in default of the Development Contract with the City of Monticello and that five (5) business days prior written notice has been given by the City to the Developer with respect to the existence of such default, and such default has not been cured. c) Be presented for payment at (Address of Bank), on or before 4:00 p.m. on November 30, 2 This Letter of Credit shall automatically renew for successive one -year terms unless, at least forty -five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written notice to the Monticello City Administrator that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty -five (45) days prior to the next annual renewal date addressed as follows: Monticello City Administrator, 505 Walnut Street, Suite 1, Monticello, MN 55362, and is actually received by the City Administrator at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. MIA 187809v1 Its CERTIFICATE OF INSURANCE LIABILITY & WORKERS' COMPENSATION This certificate is issued as a matter of information only and confers no rights upon the certificate holder. This certificate does not amend, extend or alter the coverage afforded by the policies listed below. PROJECT: CERTIFICATE HOLDER & ADDITIONAL INSURED: City of Monticello ADDRESS: ARCH /ENGR: INSURED: ADDRESS: AGENT: ADDRESS: WORKERS' COMPENSATION COVERAGE POLICY # EFFECTIVE DATE / / EXPIRATION DATE INSURANCE COMPANY: COVERAGE- Workers' Compensation, Statutory. Employers' Liability Limit $ Each Accident $ Disease Policy Limit $ Disease Employee Limit ($500,000 Policy limit applies to both accident and disease) GENERAL LIABILITY POLICY # EFFECTIVE DATE / / EXPIRATION DATE INSURANCE COMPANY: ( )Claims Made ( )Occurrence ( )Owner's & Contractors Protective O Other LIMITS: General Aggregate Limit (Other Than Products - Completed Operations) $ Products - Completed Operations Aggregate Limit $ Personal & Advertising Injury Limit $ Each Occurrence $ 187809v1 COVERAGE PROVIDED Operations of Contractor: Yes No Operations of Sub - Contractor (Contingent): Yes No Does Personal Injury Include Yes No Claims Related to Employment: Yes No Completed Operations /Products: Yes No Contractual Liability (Broad Form): Yes No EXCEPTIONS: Government Immunity is Waived Yes No, Property Damage Liability Includes Damage Due to Blasting Yes No Damage Due to Collapse Yes No Damage To Underground Facilities Yes No Broad Form Property Damage Yes No. AUTOMOBILE LIABILITY POLICY # EFFECTIVE DATE: / / EXPIRATION DATE: INSURANCE COMPANY: ( )Any Auto ( )All Owned Autos ( )Hired Autos ( )Non -Owned Autos LIMITS: ( )Scheduled Autos Bodily Injury $ Each Person / $ Each Occurrence OR Combined Single Limit $ Property Damage $ Each Occurrence UMBRELLA EXCESS LIABILITY POLICY # EFFECTIVE DATE: / / EXPIRATION DATE: INSURANCE COMPANY LIMITS: Single Limit Bodily Injury and Property Damage $ Each Occurrence $ Aggregate COVERAGE PROVIDED: Applies in excess of the coverages listed above for Employers' Liability, General Liability, and Automobile Liability: Yes No Are any deductibles applicable to bodily injury or property damage on any of the above coverages? Yes No If So, List Amount $ AGENT CARRIES ERRORS AND OMISSIONS INSURANCE: Yes No Should any of the above described policies be cancelled before the expiration date thereof, the issuing company will mail 30 days' notice to the parties to whom this certificate is issued. Dated at: MN License # Authorized Insurance Representative 187809v1 ED IM (reserved for recording information) ASSIGNMENT OF DEVELOPMENT AGREEMENT AGREEMENT dated , 2016, by, between, and among the CITY OF MONTICELLO, a Minnesota municipal corporation ( "City "); MILLS PROPERTIES, LLC, a Minnesota limited liability company ( "Developer "); and a , whose address is ( "Successor Developer "). 111Fi.C1TAT,C A. The City and Developer entered into a Development Contract dated , 2016, and filed for record with the Wright County Recorder/Registrar on , 2016, as Document No. concerning the plat of MILLS FLEET FARM ADDITION TO MONTICELLO (the "Development Contract "). B. The Developer has asked the City to approve the assignment of its rights and obligations under the Development Contract to the Successor Developer. C. Paragraphs 34.13 and 35 of the Development Contract authorize the City to approve the assignment of the Development Contract. NOW, THEREFORE, IN CONSIDERATION OF THEIR MUTUAL COVENANTS THE PARTIES AGREE AS FOLLOWS: 1. ASSIGNMENT. The Developer's rights and obligations under the Development Contract are assigned to the Successor Developer subject to the terms, covenants and conditions of this Assignment. The Successor Developer accepts the assignment and agrees to be bound by its terms and assumes all of the obligations of the Developer under the Development Contract dated , 2016. isszssvi 1 2. EFFECTIVE DATE OF ASSIGNMENT. This Assignment shall be effective when the Successor Developer furnishes the City any and all security required by the Development Contract. 3. BINDING EFFECURECORDING. This Assignment may be recorded against the title to the land described in Exhibit "A" of the Development Contract and is binding upon the parties, their successors, heirs, and assigns. [The remainder of this page has been intentionally left blank. Signature pages follow.] 188258v1 2 CITY: CITY OF MONTICELLO RA (SEAL) STATE OF MINNESOTA ) ( ss. COUNTY OF WRIGHT ) Brian Stumpf, Mayor Jeff O'Neill, City Administrator The foregoing instrument was acknowledged before me this day of , 20 , by Brian Stumpf and by Jeff O'Neill, the Mayor and City Administrator of the City of Monticello, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. Notary Public isszssvi DEVELOPER: MILLS PROPERTIES, LLC STATE OF MINNESOTA ) ( ss. COUNTY OF ) Its The foregoing instrument was acknowledged before me this day of 2016, by the of Mills Properties, LLC, a Delaware limited liability company, on behalf of the limited liability company. Notary Public isszssvi 4 STATE OF MINNESOTA ) )ss. COUNTY OF ) The foregoing SUCCESSOR DEVELOPER: [print name] Its instrument was acknowledged before me this 2016, by of , on behalf of the Notary Public DRAFTED BY: CAMPBELL KNUTSON, P.A. Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452 -5000 JJJ iss25svr 5 a day of the SUMMARY OF EXPENSES /FINANCE PLAN Phased Development Option July 25, 2016 - DRAFT Total Acres in Development 36.05 gross 30.32 net Total Lots in Development 3 lots 1 outlot Total Acres in Phase 33.71 gross 28.37 net n vkAM Charges & Assessments Acreage Acres or Credits Net Notes unarge units Assessment Special Assessments Previously Levied Sanitary Sewer (gross acres) $3,316 33.71 $111,782.36 paid at prevaling rate at time of platting Watermain (gross acres) $2,452 33.71 $82,656.92 paid at prevaling rate at time of platting Storm Sewer Base (net acres) $3,543 28.37 $100,514.91 paid at prevaling rate at time of platting Storm Sewer Alternate net acres $7,277 28.37 $206,448.49 paid at prevaling rate at time of platting TOTAL, ALL PARCELS $501,402.68 Lot 1, Block 1 Sanitary Sewer (gross acres) $3,316 28.58 $94,771.28 Watermain (gross acres) $2,452 28.58 $70,078.16 Storm Sewer Base (net acres) $3,543 24.07 $85,280.01 Storm Sewer Alternate (net acres) $7,277 24.07 $175,157.39 TOTAL $425,286.84 Lot 2, Block 1 Sanitary Sewer (gross acres) $3,316 2.74 $9,085.84 Watermain (gross acres) $2,452 2.74 $6,718.48 Storm Sewer Base (net acres) $3,543 2.48 $8,786.64 Storm Sewer Alternate (net acres) $7,277 2.48 $18,046.96 TOTAL $42,637.92 Lot 2, Block 2 Sanitary Sewer (gross acres) $3,316 2.39 $7,925.24 Watermain (gross acres) $2,452 2.39 $5,860.28 Storm Sewer Base (net acres) $3,543 1.82 $6,448.26 Storm Sewer Alternate (net acres) $7,277 1.82 $13,244.14 TOTAL $33,477.92 Outlot Sanitary Sewer (gross acres) 2.34 Shall be paid at prevailing rate at time of final plat Watermain (gross acres) 2.34 Shall be paid at prevailing rate at time of final plat Storm Sewer Base (net acres) 1.95 Shall be paid at prevailing rate at time of final plat Storm Sewer Alternate (net acres) 1.95 Shall be paid at prevailing rate at time of final plat TOTAL City Fees /Deposit City Fee (General Admin) 2.00% $6,372.00 Actual; cost reconciled at project completion, $2,000 min Legal 2.00% $6,372.00 Actual; cost reconciled at project completion, $2,000 min Planning 2.00% $6,372.00 Actual; cost reconciled at project completion, $2,000 min Engineering and Inspection Grading and Restoration 3.00% $18,762.00 Actual; reconciled at project completion; $7,000 min Streets and Utilities 7.00% $22,302.00 Actual; reconciled at project completion; $7,000 min GPS Locate $60 4 units $240.00 Actual; cost reconciled at project completion Total City Fees $60,420.00 Improvement Construction Costs (Used to Calculate City Fees /Escrows /Securities) Notes Watermain $237,700.00 Turn Lane, Chelsea Road $45,800.00 Sidewalk, Chelsea Road $35,100.00 Construction total for purpose of calculating other fees $318,600.00 Lot Corners /Iron Monuments $300 4 lots $1,200 Total Construction Cost for the purpose of calculating LOC $319,800.00 Maximum allowable reduction prior to acceptance and bond 90.00 %1 $359,775.00 Site Grading (for purpose of calculating escrow) $625,400.00 Addition 'qPW Landscaping $350,000 Estimated 1 1 $437,500 Ix 125% Grading $3,000 36 $108,000 1w/build Total Additio $545,500 City Council Agenda — 07/25/2016 2H. Consideration of approving a request for Amendment to CUP for Development and Final Stage Planned Unit Development for AMAX Addition for a 720 square foot expansion of self - storage facility in a B -3 (Highway Business) District. Applicant: Posusta, Glen /A -Max Self- Storage LLC. (NAC) Property: Legal: Lengthy Legals — See City Hall PID #155- 213 - 002010, 155 - 500 - 142305 and 155 -500- 142304 Address: 36 Dundas Road Planning Case Number: 2016 -033 A. REFERENCE & BACKGROUND Request(s): Amendment to an existing Conditional Use Permit for a Planned Unit Development to expand a self - storage facility in the B -3, Highway Business Zoning District, and a Final Stage PUD approval. Deadline for Decision: August 6, 2016 Land Use Designation: Places to Shop (Commercial) Zoning Designation: B -3, Highway Business The purpose of the `B -3" (highway business) district is to provide for limited commercial and service activities and provide for and limit the establishment of motor vehicle oriented or dependent commercial and service activities. Overlays /Environmental Regulations Applicable: NA Current Site Use: Self Storage /Office Surrounding Land Uses: North: Vacant — Commercial zoning East: Vacant — Commercial zoning South: Vacant — Commercial zoning West: Auto Parts Retail Store (new) Project Description: The applicant proposes to construct an addition to an existing self - storage facility of approximately 720 square feet. The facility would be aligned with and City Council Agenda — 07/25/2016 separated from an existing building, but connected with a common roof. The facility is designed to match the existing building materials within the facility. Planning Commission Recommendation: The Planning Commission reviewed this item during their regular meeting, which was recessed from July 5th, 2016 to July 6th, 2016. There was no one from the public present to comment on the request. The Planning Commission unanimously recommended approval of the request based on findings in the presented resolution. ANALYSIS The property is subject to a Planned Unit Development that was approved originally nearly 15 years ago, then updated over time to accommodate expansion and a plat that separated the property from the development land to the west. Most recently, the applicant received approval for an expansion toward the south property line to accommodate temporary storage units for rent. The PUD zoning has been applied to allow the multiple principal buildings which include office space, storage units, and other commercial use space, over a series of individual parcels. In addition to the self - storage use, the property also stores rental U -Haul vehicles as a part of the business. Current proposal. The current request would accommodate the expansion of the second rank of storage buildings by adding a 720 square foot addition on the west side. The expansion would be attached to the existing building by a common roof, but would be separated by a corridor that would allow access to individual "interior" storage units. Setbacks. The proposed expansion will extend into the normal front building setback area from Cedar Street by about four feet. The normal required setback would be 20 feet from the property line, and the proposed setback is 16.1 feet. Because Cedar Street angles away from the building line in this area, only a corner portion of the proposed building encroaches into the setback. The applicant is seeking flexibility from the setback requirement under the PUD. The proposed encroachment in this area is mitigated by the present of a substantial decorative /security fence along Cedar Street, as well as the location of the adjoining two storage buildings to the south. Moreover, as noted above, the alignment of Cedar Street angles to the southwest, and the building extensions to the south follow that alignment. As such, the westerly walls of these buildings appear to extend similar to, or farther to the west than, the proposed building encroachment. Circulation. The primary impact of the addition is internal circulation — the project will limit circulation around the end of the proposed building, as it will extend to 2 City Council Agenda — 07/25/2016 about 7 -8 feet from the fence enclosure. Customer traffic will instead rely on circulation around buildings to the north or south, depending on the location of their storage unit. However, this change will not impact traffic on the public street. Stormwater, Grading, and Drainage. No additional impervious surface will result from the addition, since the proposed building would be located on existing paved surface. The applicant notes that some of the existing pavements will be replaced to accommodate the addition. The City Engineer has no additional comments related to this proposed expansion. Building Materials. The applicant proposes to match the existing building materials, which consist of structural engineered steel buildings and metal roofing. The applicant is seeking PUD flexibility to accommodate these materials, as the current zoning ordinance requirements limit metal exterior finishes to 15% of the building fagade. However, the additional constitutes a very small percentage of the existing building stock, and would not likely impact the site if it were required to meet the newer standard. Moreover, the existing wall and fence provides a decorative exterior which helps to mitigate the building material variation. Lighting, Landscaping, and other Improvements. The applicant has not submitted information regarding lighting, and no landscaping or other changes to the site are expected. Staff assumes that lighting for the new building addition would be similar to that currently existing in the project. The applicant should verify proposed lighting for the facility, including requirements for shielded light sources and no more than 1.0 foot - candles of illumination at the property line. B. ALTERNATIVE ACTIONS The Planning Commission recommends Alternative 1 below. 1. Motion to approve of the amendment to a Conditional Use Permit for PUD, and Final Stage PUD for a 720 square foot addition to AMAX Storage as shown on the applicant's materials dated June 7, 2016, based on the findings in to adopt Planning Commission Resolution No. PC- 2016 -023, and subject to conditions attached hereto in Exhibit Z. 2. Motion to deny the amendment to a Conditional Use Permit for PUD, and Final Stage PUD for a 720 square foot addition to AMAX Storage, based on findings to be identified by the City Council. 3. Motion to table action, subject to additional information. C. STAFF RECOMMENDATION 3 City Council Agenda — 07/25/2016 Staff recommends approval of the amendment as requested, based on compliance with the expectations and terms of the original PUD, noting that the property is nearly fully developed, and the expansion will not negatively impact public services or surrounding lands or land values. As noted in this report, the expansion maintains the same building materials, and is surrounded by decorative wall /fence that minimizes concerns over both the materials and the setback encroachment. The PUD facilitates the expansion of an existing business, consistent with the objectives of the City's economic development planning. D. SUPPORTING DATA Z. Conditions of Approval A. Resolution PC 2016 -023 B. Aerial Site Image C. Applicant Narrative D. Site Plan E. Expansion Illustration L, City Council Agenda — 07/25/2016 EXHIBIT Z Amendment to Conditional Use Permit for PUD; and Final Stage PUD 36 Dundas Road PID #155- 213 - 002010, 155 -500- 142305 and 155 -500- 142304 1. Verification of lighting plans. 2. Future amendments shall require a current certificate of survey detailing current site conditions and building configurations. 3. Recommendations of other City Staff. 5 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC- 2016 -023 RECOMMENDING APPROVAL OF AN AMENDMENT TO A CONDITIONAL USE PERMIT FOR A DEVELOPMENT STAGE PLANNED UNIT DEVELOPMENT FOR AMAX STORAGE, AMAX ADDITION WHEREAS, the applicant has submitted a request to construct an addition to the existing self storage facility on its property at 36 Dundas Road; and WHEREAS, the site is guided for commercial uses under the label "Places to Shop" in the City's Comprehensive Plan; and WHEREAS, the property is regulated as a Planned Unit Development by Conditional Use Permit; and WHEREAS, the proposed PUD amendment is consistent with the long -term use and development of the property for commercial uses; and WHEREAS, the Planning Commission held a public hearing on July 5, 2016 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The PUD provides an appropriate means of furthering the intent of the Comprehensive Plan for the site. 2. The use of the site for retail development is consistent with the direction of the Comprehensive Plan for "Places to Shop ". 3. The improvements proposed for the site under the Development Stage PUD are consistent with the requirements of the zoning ordinance. 4. The improvements will not have expected impacts on public services, including sewer, water, stormwater treatment, and traffic. 5. The PUD flexibility for the project, including setbacks, are consistent with the intent of the City's economic development objectives, as well as with the intent of the PUD zoning regulations. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC- 2016 -023 NOW, THEREFORE, BE IT RESOL VED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the Rezoning and Development Stage PUD, subject to the conditions listed in Exhibit Z as follows: 1. Verification of lighting plans. 2. Recommendations of other City Staff. ADOPTED this 6th day of July, 2016, by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION ATTEST: Brad Fyle, Chair Angela Schumann, Community Development Director 2 Posusta, Glen /A -Max Self- Storage Request Created by: City of Monticello A -Max Self Storage LLC 36 Dundas Rd. Monticello, MN 55362 Phone: 763 -295 -0099 June 7, 2016 To whom it may concern: The building will be built by Morton Buildings. The building will have the same color, gray and white steel panels, same construction -pole, same steel roll -up blue doors and same concrete floors as the building it will be attached to. It will be attached by the roof and one side wall. All current concrete surfaces will be removed and a new floor and apron will be poured to accommodate drainage to existing manhole /drains. Thank you, ---�� Glen osus , wner /President A- ax Self Storage LLC 763- 295 -0099 589 08'38 "W — N "E- M SET III STM MH RE 61,1 G INV 94 —53 44' R J p L=133.45 100 3= 10 =1 °4' ! 1!) I IV' DIP WATERMAIN 10" SM SEWER _ "i N89 000'47 "E 153.67 o� RE 96: — I � I �I � •�94 SET IP ` SAN MN RE 963.00 ER STM MH S v � F/L 961 21 44 44 30" RCP STM SEWER as INV 957.42 CB O 2" SPR. 4" PINE APLE 3" IR WD. 5" PINE p4" ELI 30 MP" I" SPR, p o lVl/ IT H ET IP s ER INV 61.2 5 25 v � 102 N BENCHMARK: _ 242- STM M P? �� _ _ = TN-H -PER W�B�.ECORO DRAWINGS Pm 4 wv vv 40M ' 00 ELEVATION= 965.01 (NGVD 29 )61.0 o l -LT, P E / 30' BUILDING SETBACK o i a F/L 961.10 U N I ^ N/ V D BL OCIK 2 — STOP O SIGN J X22 - .0 N W EXISTING I a _ LLJ U _ o c STORM EXISTING STOR SEWER GE ° ° z- 01 Z I N I �° - , PROPOSED EXISTING 0 0 _ 242- w w 0 I_ 964.0 00 ° n 0 a� PID 155- 500 - 142302 o l O n ZI REA 963.15 GLEN R. & LOIS A. POSUSTA o i �- _ '^ (0� U N I ^ N/ V D BL OCIK 2 ri o o") o .0 cD f z Y _ Um II X40 � m RE 962.10 44 Q co / �`\, LOT' EXISTING Z 1 1 a , V 1 a 1 11 / It EXISTING 0°—/ o ) U 962.21.,1 / J AMAX ADDITION PROPOSED BUILDING EXHIBIT MONTICELLO, MN FOR AMAX SELF STORAGE, LLC rn rn N 441NV 952.14 STA1 MH .\ 0 4 I/ SET I � PINE Concrete Woll BUILDING t, M N < ^� 0) M N N LLJ � BUILDING cD 00 Oo O° z �- U CD STORAGE I- wl cD z 0 J m, Ol STORAGE Im Ori'i w Sirrvejft flqp 1w. rra.�•a.,w.�rr�r� 580 Dodge Ave. Elk River, MN 55330 - 763.441.2072 •jac. 763.441.5665 www.oliver- se.com DATE: 06/06/16 SCALE: 1 " =30' �° - , PROPOSED EXISTING STORAGE ELEV. 963.7 ELEV. 964.0 l OO •7. CO _ '^ (0� N I ^ N/ V D BL OCIK 2 ri o o") o cD f z Y _ Um II X40 � m RE 962.10 44 Q co / �`\, LOT' EXISTING Z 1 1 a , V 1 a 1 11 / It EXISTING 0°—/ o ) U 962.21.,1 / J AMAX ADDITION PROPOSED BUILDING EXHIBIT MONTICELLO, MN FOR AMAX SELF STORAGE, LLC rn rn N 441NV 952.14 STA1 MH .\ 0 4 I/ SET I � PINE Concrete Woll BUILDING t, M N < ^� 0) M N N LLJ � BUILDING cD 00 Oo O° z �- U CD STORAGE I- wl cD z 0 J m, Ol STORAGE Im Ori'i w Sirrvejft flqp 1w. rra.�•a.,w.�rr�r� 580 Dodge Ave. Elk River, MN 55330 - 763.441.2072 •jac. 763.441.5665 www.oliver- se.com DATE: 06/06/16 SCALE: 1 " =30' DRAWN BY: DM a CHECKED BY: LPC DWG: 6833 -10 -11 XHIB01 FILE NO.: 6833.10 -11 29' -9° - 0 15 -101/2 — T -101/2 — m -0' — I Existing 30' x 140' 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 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 I I I ------ �------{-------+-----+------ I------ +- ---- '--f----- - +--- -- -- - -- _ 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 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 10' -41/2" 10' -0' 18 -0" t0' -0' 10' -0' 10'-0" to' -0" 10' -0' I W -0' i to•_U• c BUILDING HEIGHT B' -4' I I I I I I I I I I I r - - - -- 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 I I I I I I I 5 O.G. GUTTERS HI -RIB STEEL T/21 CORER TRIM T#167 BASE TRIM 5' O.G. GUTTERS HI -RIB STEEL 7/21 CORNER TRIM T/167 BASE TRIM ,2 5'x 3 0' I , Addition I t''0' ',o TED ENDWALL OVERHANGS - - 29' -9° I I I I r I I I b I I I I I 10' -0' 10' -0" I 14' -6' I I I 5' -6' 4' -6' S' -6" I 10' -0' S' -4 1 /Y CT) CD 21'-4 1/Y t6' -41/2 13'-41/2- 6' -4 1/Y D -o' PRIM HI -RIB STEEL T/21 CORNER TRIM T/167 BASE TRIM PRIM HI -RIB STEEL T/21 CORNER TRIM Tj167 BASE TRIM City Council Agenda — 07/25/2016 2I. Consideration to annrove Ordinance No. 651 for amendment to the Monticello Zoning Ordinance and amendment to the Official Zoning Map for rezoning from B- 2 (Limited Business) to Planned Unit Development, Development and Final Stage PUD for uses including office, warehouse and self - storage and Development Contract for Red Rooster PUD District. Applicant: Red Rooster Properties, Inc. (NAC /AS) Property: Legal: Lot 1, Block 2, Oakwood Industrial Park PID No. 155- 018 - 002012 Address: 100 Chelsea Road Planning Case Number: 2016 -034 A. REFERENCE & BACKGROUND Request(s): Rezoning to Planned Unit Development District Development Stage PUD for warehouse and storage (Final Stage by City Council only) Deadline for Decision: July 22, 2016 Land Use Designation: Commercial (Places to Shop) Zoning Designation: (Existing): B -2, Limited Business District The purpose of the `B -2" limited business district is to provide for low intensity retail or service outlets which deal directly with the customer for whom the goods or services are furnished. The uses allowed in this district are to provide goods and services on a limited community market scale and located in areas which are well served by collector or arterial street facilities at the edge of residential districts. (Proposed): The purpose of the Planned Unit Development (PUD) zoning district is to provide greater flexibility in the development of neighborhoods and non - residential areas in order to maximize public values and achieve more creative development outcomes while remaining economically viable and marketable Overlays /Environmental Regulations Applicable: NA Current Site Use: Office and accessory storage City Council Agenda — 07/25/2016 Surrounding Land Uses: North: Commercial East: Industrial South: Industrial West: Vacant Commercial Project Description: The applicant is seeking to introduce an additional land use to the current single- occupant business property by opening up a portion of the vacant storage building capacity to limited rental storage. The applicant has suggested that his primary intent is to provide space to non - profit organizations that have need for storage of various kinds of equipment used in their events and promotions, without incurring significant expense. The applicant also notes that the ability to provide space to paying tenants for longer -term storage would also be desired at some point, although he states that he is not interested in the regular in- and -out traffic that is generated at typical self - storage facilities. He proposes to accommodate this additional activity with the current site improvements, and avoid additional expenses related to paving or other costs, and is seeking the PUD to provide for some relief from the requirements of the zoning ordinance. Planning Commission Recommendation: The Planning Commission considered this item in a public hearing at their regular meeting in July, which was recessed from July 5th to July 6th, 2016. Applicant and property owner Tom Holthaus addressed the Commission, noting that the current use of the site is for a commercial business office and accessory storage related to the office use. Mr. Holthaus indicated that the PUD was requested to facilitate the use of currently available accessory storage on the site for non - profit storage uses. In addition, the PUD would accommodate the potential for future leasing of office space to building contractors (Industrial Services) within the principal building and any associated storage for those tenants within the accessory buildings. Monticello Lion and Chamber member Wes Olsen addressed the Commission, describing the search for storage space for Chamber and Lion materials and the ability to utilize this site for the needed storage. 2 City Council Agenda — 07/25/2016 After public comment, the Planning Commission discussed the proposed use of the site for limited self - storage related to non - profit agencies. The Commissioners expressed general support for the uses as described by the applicant, as well as a general consensus that should the need arise for other non - profit organizations to utilize accessory space at the site, the site could accommodate the use at the applicant's discretion. The Commission's discussion also recognized that the applicant may seek to allow additional office users in the principal building, as such creating a multi- tenant building by which these users would then be allowed to utilize the storage buildings. Ultimately, the Planning Commission recommended approval of the development and final stage PUD and rezoning to PUD, including a waiver of the paving and curbing of the storage areas for the uses as described. However, the Commission indicated that should the use be broadened beyond the uses described to include commercial activities similar in nature to a self - storage facility, then an amendment to PUD would be required and curbing /paving may be required at that time. A condition of approval related to this discussion has been included in Exhibit Z. In their discussion, the Commission requested that staff work with the City Attorney to develop language for the PUD which would allow the uses as presented, but provide that any expansion of self - storage toward a commercial enterprise require an amendment to PUD. As such, the development agreement presented for approval with the PUD is reflective of that recommendation and discussion with the City Attorney. ANALYSIS Planned Unit Development Use and Project Description. The subject property currently consists of a parcel of just over 3.5 acres. The site is bounded by Chelsea Road on the north, Edmonson Avenue on the west, and industrial property on the east and south. The site is home to the owner's office space in the main building, and a series of detached storage buildings in which the applicant stores a variety of equipment related to his business. Currently, the property is improved with a paved parking lot of 26 spaces, with access from Chelsea Road. The bulk of the site, behind the parking lot area, is covered with a gravel surface where traffic circulates, and grass. In addition to the main office building of 7,200 square feet, there are three existing storage buildings ranging from just over 6,100 square feet to just over 9,100 square feet, a total storage area in the three buildings of approximately 23,800 square feet. In addition, a concrete pad is located where a previous building had been removed from the property. 3 City Council Agenda — 07/25/2016 The PUD request is necessary to accommodate the multiple principal buildings on a single parcel, and further accommodates the mixing of uses over the entire site. In addition, the applicant has proposed to allow the self - storage of materials for other users or groups unrelated to the principal office use of the applicant. It is intended that the proposed storage tenants would occupy a portion of the building along the east boundary of the property. In the B -2 District, self - storage or warehousing uses are not allowed — accessory storage for the principal business is allowed as a permitted accessory use. Self- storage businesses are allowed by Conditional Use Permit in the B -3 District, as well in the I -1 and I -2 Districts, where industrial warehousing is also permitted. The introduction of the storage use as a principal use on the site requires the site to be rezoned. Again, at this time, the proposed storage use is unrelated to the principal use activity on the site. With multiple buildings on the property, the PUD District was the most likely district that could support this type of request. As noted above, the applicant is proposing to add the storage use to the property, but avoid the need to make other costly improvements to the. Existing building materials, landscaping, lighting, signage and other common review requirements are not affected by the introduction of this use. However, adding an element of "public" access to the site for other business purposes raises the issue of paving the circulation areas affected by the new (although low in volume) traffic. Staff has suggested that for situations such as this one, the City's zoning ordinance for self - storage requires that such circulation areas be paved to avoid dust and tracking of mud, particularly when individuals other than the principal business occupant is utilizing the property. The applicant notes that his primary tenants would be non - profit organizations, to whom he is donating the storage area. He would likely abandon the proposal if the expense of improvements is too great, since little or no rent is being collected for the use. As a result, the proposal from the applicant is to utilize PUD as a method to avoid investments in the property which are unsupportable financially due to the charitable nature of new occupancy. The applicant has also indicated to staff verbally that the principal use structure would allow for additional office users. In such case, the building would be considered a multi- tenant building, with any warehousing or storage of materials accessory to such use. L, City Council Agenda — 07/25/2016 Outside of traditional office users, the applicant has requested that the PUD include the allowance for "Industrial Services" users, specifically contractors, to utilize the principal building for office space, and the accessory buildings for equipment and material storage space. In this case, the site would contain permitted uses without the need for PUD. At this time, however, the applicant does not have tenants such as these, and the initial non - profit storage tenants are not in need of office space. It should also be noted that as the property was previously platted and the applicant proposes no lot line adjustments, no platting is required with this planned unit development. B. ALTERNATIVE ACTIONS As noted, the applicant is seeking a rezoning to PUD and to waive paving requirements that the zoning ordinance would impose, and to permit the introduction of principal storage as a tenant user of a portion of the property, as well as the introduction of industrial service uses to the site. The Planning Commission unanimously recommends Alternative 1, approval of the PUD and PUD rezoning, with a waiver of the paving and curbing requirements for the uses as described in the PUD application. Motion to adopt Ordinance No. 651 approving a rezoning to PUD for Red Rooster PUD District and Summary Ordinance No. 651 A for publication, and to adopt Resolution No. 2016 -048 approving a Development and Final Stage Planned Unit Development for Red Rooster Properties, based on the findings in said resolution, and the conditions attached to this staff report as Exhibit Z. 2. Motion to adopt Ordinance No. 651 approving a rezoning PUD for Red Rooster PUD District and Summary Ordinance No. 651 A, and to adopt Resolution No. 2016 -048 approving a Development and Final Stage Planned Unit Development for Red Rooster Properties, based on the findings in said resolution, and the conditions attached to this staff report as Exhibit Z, and including the requirement that the PUD include a requirement for paving and curbing. 3. Motion to deny adoption of Ordinance No. 651 approving a rezoning PUD for Red Rooster PUD District, and to adopt Resolution No. 2016 -048 approving a Final Stage Planned Unit Development for Red Rooster Properties 4. Motion to table action on the request, based on findings to be stated by the City Council. 5 City Council Agenda — 07/25/2016 C. STAFF RECOMMENDATION Staff recommends approval of Alternative 1 above based on the Planning Commission's recommendation related to limiting the site use to non - commercial storage, as well as the other uses noted by the applicant. It should be noted, however, the while staff understands the primary interest is in providing discounted or free storage to local civic groups, it is not the City's typical role to monitor tenant mix or rental agreements for compliance to the terms of a land use permit. Limited paving of the site would be required by the ordinance, and staff supports the goals of the zoning ordinance in seeking improvements to commercial properties, consistent with the objectives of the Comprehensive Plan should the use be expanded beyond that proposed under the application described. D. SUPPORTING DATA Z. Conditions of Approval A. Ordinance No. 651, Draft and Summary Ordinance 651A B. Resolution No. 2016 -048 C. Resolution No. PC- 2016 -024 (PUD) D. Aerial Site Image E. Applicant Narrative F. Site Plan G. Development Contract G City Council Agenda — 07/25/2016 EXHIBIT Z Development Stage Planned Unit Development 100 Chelsea Road PID No. 155- 018 - 002012 Paving of areas to accommodate storage tenants' or industrial service users entry and access to their storage space. The Planning Commission has recommended waiver of this requirement. The following condition is reflects the Commission's recommendation. Any expansion of self - storage activities in the PUD District beyond the limited accessory non - commercial self - storage identified in the PUD Site Plan and Narrative shall be subject to an amendment to Planned Unit Development and including (but not limited to) additional paving, curbing, stormwater and screening site improvements. 2. No outdoor storage of materials or equipment shall be permitted in the PUD. 3. Paving and circulation on the site shall be subject to the review and comment of the City Engineer. 4. The applicant enter into a PUD and Development Agreement for the site specifying for the allowable uses and conditions. 5. Conditions recommended by other City staff or the Planning Commission. 7 ORDINANCE NO. 651 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING TITLE 10 OF THE MONTICELLO CITY CODE, KNOWN AS THE ZONING ORDINANCE, BY ESTABLISHING THE RED ROOSTER PUD AS A ZONING DISTRICT IN THE CITY OF MONTICELLO, AND REZONING THE FOLLOWING PROPERTY FROM B -2, LIMITED BUSINESS DISTRICT TO RED ROOSTER PUD, PLANNED UNIT DEVELOPMENT: LOT 1, BLOCK 2, OAKWOOD INDUSTRIAL PARK THE CITY COUNCIL OF THE CITY OF MONTICELL0 HEREBY ORDAINS: Section 1. Section 2.4(P) — Planned Unit Developments, Title 10 — Zoning Ordinance is hereby amended by adding the following: (14) Red Rooster PUD District (a) Purpose. The purpose of the Red Rooster PUD District is to provide for the development of certain real estate subject to the District for office - commercial and industrial services land uses. (b) Permitted Uses. Permitted principal uses in the Red Rooster PUD District shall be office- commercial uses as found in the B -2, Limited Business District and industrial services uses as found in the I -1, Light Industrial District of the Monticello Zoning Ordinance, subject to the approved Final Stage Development Plans dated May 23rd, 2016, and development agreement dated July 25th, 2016, as may be amended. (c) Accessory Uses. Accessory uses shall be those commonly accessory and incidental to office - commercial uses, and as specifically identified by the approved final stage PUD plans, including limited non- commercial self - storage as an accessory use. Accessory buildings on the site may be utilized for indoor storage for enterprises which may or may not occupy principal use space on the property. No outdoor storage of materials or equipment shall be permitted. (d) District Performance Standards. Performance standards for the development of any lot in the Red Rooster PUD District shall adhere to the approved final stage PUD plans and development agreement. In such case where any proposed improvement is not addressed by the final stage PUD, then the regulations of the B -2, Limited Business District shall apply. ORDINANCE NO. 651 (e) Amendments. Where changes to the PUD are proposed in the manner of use, density, site plan, development layout, building size, mass, or coverage, or any other change, the proposer shall apply for an amendment to the PUD under the terms of the Monticello Zoning Ordinance, Section 2.4 (P)(10). The City may require that substantial changes in overall use of the PUD property be processed as a new project, including a zoning district amendment. Section 2. The zoning map of the City of Monticello is hereby amended to rezone the following described parcels from B -2, Limited Business District to Red Rooster, Planned Unit Development District: Lot 1, Block 2, Oakwood Industrial Park. Section 3. The City Clerk is hereby directed to mark the official zoning map to reflect this ordinance. The map shall not be republished at this time. Section 4. The City Clerk is hereby directed to make the changes required by this Ordinance as part of the Official Monticello City Code, Title 10, Zoning Ordinance, and to renumber the tables and chapters accordingly as necessary to provide the intended effect of this Ordinance. The City Clerk is further directed to make necessary corrections to any internal citations that result from said renumbering process, provided that such changes retain the purpose and intent of the Zoning Ordinance as has been adopted. Section 5. This Ordinance shall take effect and be in full force from and after its passage and publication. The ordinance in its entirety and map shall be posted on the City website after publication. Copies of the complete Ordinance and map are available online and at Monticello City Hall for examination upon request. ADOPTED BY the Monticello City Council this day of , 2016. ATTEST: Jeff O'Neill, Administrator AYES: NAYS: Brian Stumpf, Mayor 2 SUMMARY ORDINANCE NO. 651A CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA A SUMMARY ORDINANCE AMENDING TITLE 10 OF THE MONTICELLO CITY CODE, KNOWN AS THE ZONING ORDINANCE, SECTION 2.4(0) - PLANNED UNIT DEVELOPMENTS, SUBSECTION 14 — RED ROOSTER PUD DISTRICT NOTICE IS HEREBY GIVEN that on July 25, 2016, Ordinance No. 651 was adopted by the City Council of the City of Monticello, Minnesota. Due to the lengthy nature of Ordinance No. 651, the following Summary Ordinance No. 651A has been prepared for publication as authorized by state law. The ordinance adopted by the Council amends Title 10 of the Monticello City Code. The general purpose of the ordinance amendment is to establish the Red Rooster PUD District by adding the following section and to rezone the affected parcels as noted. Section 2.4(0) — Planned Unit Developments, Title 10 — Zoning Ordinance is hereby amended by adding the following: (14) Red Rooster PUD District Rezone the following parcel from B -2, Limited Business District, to Red Rooster PUD, Planned Unit Development District: Parcels: Lot 1, Block 2, Oakwood Industrial Park A printed copy of the whole ordinance is available for inspection by any person during the City's regular office hours. The complete ordinance will be posted on the City's website following publication. ADOPTED BY the Monticello City Council this 25th day of July, 2016. ATTEST: Jeff O'Neill, Administrator AYES: NAYS: N Brian Stumpf, Mayor CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2016-048 APPROVAL OF A REZONING TO PLANNED UNIT DEVELOPMENT AND DEVELOPMENT STAGE AND FINAL STAGE PLANNED UNIT DEVELOPMENT FOR RED ROOSTER PROPERTIES WHEREAS, the applicant has submitted a request to rezone its property at 100 Chelsea Road, PID No. 155- 018 - 002012 from B -2, Limited Business to PUD, Planned Unit Development District; and WHEREAS, the applicant concurrently proposes to develop the property for business office and accessory storage, in addition to principal storage for non - commercial organizations with no other presence on the property; and WHEREAS, the site is guided for commercial uses under the label "Places to Shop" in the City's Comprehensive Plan; and WHEREAS, the proposed PUD, along with the companion Plat, are consistent with the long -term use and development of the property for commercial uses; and WHEREAS, the Planning Commission held a public hearing on July 6th, 2016 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: The PUD provides an appropriate means of furthering the intent of the Comprehensive Plan for the site by putting the existing buildings to limited use. 2. The use of the site for storage for non -profit organizations for non - commercial storage is consistent with the City's interest in promoting civic charity work and community pride. 3. The proposed improvements on the site under the Development Stage PUD are consistent with the needs of the PUD in this location. 4. The improvements will have no impacts on public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the development as proposed. 5. The PUD flexibility for the project, including modifying of pavement requirements and storage uses, are consistent with the intent of the City's CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2016-048 economic development objectives, as well as with the intent of the PUD zoning regulations. NOW THEREFORE, BE IT RESOL VED BY THE CITY COUNCIL OF MONTICELLO, MINNESOTA: the Monticello City Council approves the Rezoning and Development and Final Stage PUD of Red Rooster Properties, subject to the conditions listed in Exhibit Z as follows: 1. Any expansion of self - storage activities in the PUD District beyond the limited accessory non - commercial self - storage identified in the PUD Site Plan and Narrative shall be subject to an amendment to Planned Unit Development and including (but not limited to) additional paving, curbing, stormwater and screening site improvements. 2. No outdoor storage of materials or equipment shall be permitted in the PUD. 3. Paving and circulation on the site shall be subject to the review and comment of the City Engineer. 4. The applicant enter into a PUD and Development Agreement for the site specifying for the allowable uses and conditions. 5. Conditions recommended by other City staff or the Planning Commission. ADOPTED BY the Monticello City Council this 25th day of July, 2016. ATTEST: City Clerk 2 CITY OF MONTICELLO Brian Stumpf, Mayor CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC- 2016 -024 RECOMMENDING APPROVAL OF A REZONING AND DEVELOPMENT STAGE PLANNED UNIT DEVELOPMENT FOR RED ROOSTER PROPERTIES WHEREAS, the applicant has submitted a request to rezone its property at 100 Chelsea Road, PID No. 155- 018 - 002012 from B -2, Limited Business to PUD, Planned Unit Development District; and WHEREAS, the applicant concurrently proposes to develop the property for business office and accessory storage, in addition to principal storage for organizations with no other presence on the property; and WHEREAS, the site is guided for commercial uses under the label "Places to Shop" in the City's Comprehensive Plan; and WHEREAS, the proposed PUD, along with the companion Plat, are consistent with the long -term use and development of the property for commercial uses; and WHEREAS, the Planning Commission held a public hearing on July 6, 2016 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The PUD provides an appropriate means of furthering the intent of the Comprehensive Plan for the site by putting the existing buildings to limited use. 2. The use of the site for storage for non - profit organizations is consistent with the City's interest in promoting civic charity work and community pride. 3. The proposed improvements on the site under the Development Stage PUD are consistent with the needs of the PUD in this location. 4. The improvements will have no impacts on public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the development as proposed. 5. The PUD flexibility for the project, including modifying of pavement requirements and storage uses, are consistent with the intent of the City's economic development objectives, as well as with the intent of the PUD zoning regulations. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC- 2016 -024 NOW, THEREFORE, BE IT RESOL VED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the Rezoning and Development Stage PUD, subject to the conditions listed in Exhibit Z as follows: 1. No outdoor storage of materials or equipment shall be permitted in the PUD. 2. Paving and circulation on the site shall be subject to the review and comment of the City Engineer. 3. The applicant enter into a PUD and Development Agreement for the site specifying for the allowable uses and conditions. 4. Conditions recommended by other City staff or the Planning Commission. ADOPTED this 6th day of July, 2016, by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION LOIN ATTEST: Brad Fyle, Chair Angela Schumann, Community Development Director 2 Red Rooster Properties, Inc Request Created by: City of Monticello Y 155079001020 ` A 155079001030 gym_ I ` , 1550180�0'101r2 155018001 020 CHELSEA U. 155018 '�� � ��, • E � ,tom:. - - '� -- I ~ 155F? 155018002012: b ` ' 155018002011- LLI z 15010002013 J Z `o' .� G F ti. 42401 w 1 155 -8 02 1'9501800 110 155018001030 �+ Pie ml g rs� cm 155018002020 J, I 111 r0► 55060001030 1-55.060-00-1- 20'- May 21, 2016 Request: To rezone property at 100 Chelsea Rd. from B2 to PUD Purpose: To accommodate the existing buildings on property. Narrative: Red Rooster Properties, Inc. has recently acquired the property at 100 Chelsea Rd. from the Quarry Church. The Church was using the property for a meeting place, office space, and some minor storage in the buildings. Prior to that the property was utilized as a lumber yard by Simonsons Lumber. Red Roosters intent is to continue to use the property as office and storage, however would like to lease excess space as general warehousing. General warehousing is allowable in the B3 zone but only as an accessory use to the principle business of which our needs are limited. We have received a request from the Monticello Lions, the Monticello Chamber of Commerce, and other non profits to be able to use storage space. We are willing to provide space mostly on a donation basis to these organizations provided we can get the proper zoning to allow this. We have also received requests from area businesses for the same purpose. We have no intent to open to the public or to create a self storage facility it would only be used for limited access, and larger space storage. We are not looking to further develop nor do we need signage at this time. The property is currently surrounded by B2, B3, B4, and Industrial zones which would make this request consistent with what is currently being used in the area and would make a good transition while making use of the existing buildings as it is not likely to be a lumber yard again. Our request would be to elevate the zoning to what is allowable in the B3 zone and to allow general warehousing without the necessity of being an accessory use to the principle business. I look forward to working with you. Thank You Tom Ithaus Red Rooster Properties, Inc. President M L K 7 H G F b E 0 L 1 O B O m Q O T 3 X A . s Alo 1 4 1 5 ROOM OCCUPANCY AND PWM6ING FACIUTIE5 REQUIRED e NO. ROOM NAME 50 FT OCGUPANCY PLUMBNG PICTURES GROUP LOAD FACTOR ACTUAL OCC /2 MEN . PAT5 WOMEN • FIXT'S LAYS . LAYS 100 VESTEULE 68 _ 101 OPEN AREA 2592 A 7 370.28 18514 150 1.23 75 2.47 200 I.85 b2 RECEPTDN 97 8 100 37 AD 25 02 25 DZ 40 m b3 WORK ROOM 47Z B b0 4.72 736 Z5 .09 75 D9 40 L 104 PLAY AREA N EXCER5E 50 2.72 136 1Z5 D1 65 02 ZOO ,OI 05 VESTBULE 46 106 PRAC.TCE 5TORA65 ROOM 634 ACC56ORY 300 2.0 105 100 DI b0 AI bD D2 67 HALT. 214 B 100 274 L37 75 A5 ?S AS 40 D7 108 OFFICE 74 B 100 .7q .40 75 .02 25 A2 40 02 107 OFFICE 200 8 b0 2A5 104 ZS 04 75 A4 40 A5 00 TOLE? 61 01 SHOWER ROOM 59 01 OFFCe 169 B 100 L69 b5 Z5 .p3 25 D3 40 154 03 HAW. 477 B 100 421 214 75 D9 25 Oq 40 L 04 OFFICE 163 B 00 1.63 .52 Z5 D3 25 D3 40 A4 16 OFFICE (20 B 00 1.20 60 25 D2 25 02 40 .03 96 OFFICE R7 B 100 127 .64 7.5 A3 25 D3 40 A3 17 OFFICE 65 B b0 155 .75 25 D3 25 D3 40 04 OB WOMEN, TOUT n3 - - _ 19 MEN'S TOW 65 - - - 20 H05PRAUTY AREA 463 A 6 30.8 15.4 50 JO 75 10 200 15 OCCUPANCY TOT& (FIRST FLOM 42832 200 LOFT 802 I6 B .0 AS 75 JO 200 p8 201 CREATNE ARTS w9 L49 .75 Z5 D3 Z5 D3 40 D4 202 OFFICE 97 .97 .49 25 02 25 AZ 40 D2 203 MECHANICAL ROOM 77 ARM50 26 J3 100 - 100 - 100 - 204 COLLABORATON ROOM 245 2.45 L23 25 O$ 25 DS 40 D6 205 COLLABORATION ROOM 444 4.44 2.22 Z5 .09 25 09 42 206 STORAGE RODM IB2 b 3 100 - 100 -- 100 - 5 I 9 EDMONSON (RURAL SECTIIM 452' _ _ _ _ - EX5TNG TREES _ - - - - _ EX5TNG FENCE TO REMAN • e e MONUMENT y I SIGN AREA � I Y t I 64' -0- 35' I EX5TNG BULDNG 7.200 SF I O 120' b O 1 � I s II 20. 24. 20' Y : O 1 4 11 EX5TNG B(T PD LOT a I /C /LU RBNG (Z6 5PACE5> 5X5TNG 1 CURB II I I o II 1 a ~� 6EXISTNO GONG II � II \- -1 APPROXIMATE 50UARE FOOTAGE OF LOT - 154,240 sr I EX5TNG L07 CAVERAGE : 57i 1 NEW LOT COVERAGE : 625 I PARKNG REgUREMENTS I ' CITY ORDNANCE: 1 STALL PER 300 5F OF OFFCV . 3 5TAIJ, MAN FLGbR OFFICE AREA - IA03 5F / 300 IF - 5 STALLS MEZZANNE OFFICE AREA - 248 5F ACES SF • I I 70TAI- 5PAGE5 REOURE FOR OFFCE AREAS - 6 PW5 3 SPACES 69 T U,6 REgUOiED 0 D C I NUMBER OF PARKNG STALLS FRONDED - 26 STALLS I I I I� 76' 30' - 84' SS MAY 2 3 2016 I _ _ I I I 1 I I CONTRACTOR NOTE: EX5TNG OPAQUE FENCE I THESE PlAN5 ARE DEPICTED TO THE 5E5i OF THE ARGHRECTS KO OR AND UNDERSTANDNG OF EX5TNG LONDRbNS. AN7 DSLREPANCES CNRECOT FOR FIIRTMER REbVEW. HOUTA BE BROUGHT TO TI HEAVY NDU5TRW. USE ON TH5 PROPERTY 5 6 7 5 1 9 b n SCALSCALE-. r - 2o• -0• o ® w $ w 7 SITE PLAN (reserved for recording information) PLANNED UNIT DEVELOPMENT AND DEVELOPMENT CONTRACT RED ROOSTER PLANNED UNIT DEVELOPMENT DISTRICT LOT 1, BLOCK 2, OAKWOOD INDUSTRIAL PARK AGREEMENT dated , 2016, by and between the CITY OF MONTICELLO, a Minnesota municipal corporation ( "City "), and RED ROOSTER PROPERTIES, INC, a Minnesota corporation (the "Developer ") 1. REQUEST FOR PLANNED UNIT DEVELOPMENT APPROVAL. On July 25ti', 2016, the City approved Ordinance #651, approving a Planned Unit Development for RED ROOSTER PLANNED UNIT DEVELOPMENT DISTRICT (referred to in this Contract as the "Development "). The land is situated in the County of Wright, State of Minnesota, and is legally described in Exhibit "A ", attached hereto. 2. CONDITIONS OF APPROVAL. The City approved the Ordinance for Planned Unit Development for RED ROOSTER PLANNED UNIT DEVELOPMENT DISTRICT based on the conditions that: a) Any expansion of self - storage activities in the PUD District beyond the limited accessory non- commercial self - storage identified in the PUD Site Plan and Narrative shall be subject to an amendment to Planned Unit Development and including (but not limited to) additional paving, curbing, stormwater and screening site improvements. b) No outdoor storage of materials or equipment shall be permitted in the PUD. a) Paving and circulation on the site shall be subject to the review and comment of the City Engineer. b) The applicant enter into a PUD and Development Agreement for the site specifying for the allowable uses and conditions. C) Conditions recommended by other City staff or the Planning Commission. 123767 1 3. PLANNED UNIT DEVELOPMENT PLANS. The site shall be operated and maintained in accordance with the plans submitted for Planned Unit Development and approved on July 25', 2016 and as outlined in the narrative submitted on May 23rd, 2016, except as modified by the approved conditions noted herein. The plans shall not be attached to this Contract. A. Site/PUD Plan 4. PHASED DEVELOPMENT. Future phases of development are subject to the City's ordinances and regulations, including those pertaining to amendment to Planned Unit Development. 5. USES AND DESIGN STANDARDS. A. The Planned Unit Development shall be subject to the Permitted and Accessory Uses as adopted in City Ordinance No. 651. B. The Planned Unit Development shall be subject to Planned Unit Development District Performance Standards as adopted in City Ordinance No. 651. C. Any expansion of self - storage activities in the PUD District beyond the limited accessory non - commercial self - storage identified in the PUD Site Plan and Narrative shall be subject to an amendment to Planned Unit Development and may require additional paving, curbing, stormwater and screening site improvements. D. Any other expansion or amendment to uses or standards shall be subject to an amendment to Planned Unit Development. 6. STORM SEWER AREA CHARGE. No storm sewer area and ponding charges are applicable due to the previously developed nature of the subject parcel. 7. SANITARY SEWER AREA CHARGE. No sanitary sewer area charges are applicable due to the previously developed nature of the subject parcel. 8. WATER MAIN AREA CHARGE. No water main area charges are applicable due to the previously developed nature of the subject parcel. 123767 2 9. SUMMARY OF CASH REQUIREMENTS. No cash securities are required for this stage of the PUD, given the previously developed nature of the subject parcel. 10. SUMMARY OF SECURITY REQUIREMENTS. No cash securities are required for this stage of the PUD, given the previously developed nature of the subject parcel. 11. RESPONSIBILITY FOR COSTS. A. The Developer has provided a deposit for the review of the project. The Developer shall pay all actual costs in excess of the deposit incurred by it or the City in conjunction with the development for City administration, legal, engineering and planning expenses incurred in connection with approval and acceptance of the development and preparation of this Contract. All expenses will be billed at project completion. B. The Developer shall hold the City and its officers, employees, and agents harmless from claims made by it and third parties for damages sustained or costs incurred resulting from development. The Developer shall indemnify the City and its officers, employees, and agents for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. C. The Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. D. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. If the bills are not paid on time, the City may halt development and construction until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of eighteen percent (18 %) per year. E. In addition to the charges referred to herein, other charges and special assessments may be imposed such as but not limited to sewer availability charges ( "SAC "), City water connection charges, City sewer connection charges, and building permit fees. 12. MISCELLANEOUS. A. The Developer represents to the City that the development complies with all city, county, metropolitan, state, and federal laws and regulations, including but not limited to: subdivision ordinances, zoning 123767 3 ordinances, and environmental regulations. If the plat ceases to comply with county, metropolitan, state, and federal laws and regulations, the City may, at its option, refuse to allow construction or development work until the Developer does comply. Upon the City's demand, the Developer shall cease work until there is compliance. B. Third parties shall have no recourse against the City under this Contract. C. Breach of the terms of this Contract by the Developer shall be grounds for denial of building permits, including lots sold to third parties. D. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. E. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. F. This Contract shall run with the land and may be recorded against the title to the property. The Developer covenants with the City, its successors and assigns, that the Developer is well seized in fee title of the property being developed and/or has obtained consents to this Contract, in the form attached hereto, from all parties who have an interest in the property; that there are no unrecorded interests in the property being final platted; and that the Developer will indemnify and hold the City harmless for any breach of the foregoing covenants. G. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. H. The Developer may not assign this Contract without the written permission of the City. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells a part or parts of the platted land. 123767 4 13. NOTICES. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: Notices to the City shall be in writing and shall be either hand delivered to the City Administrator, or mailed to the City by certified mail in care of the City Administrator at the following address: Monticello City Hall, 505 Walnut Street, Monticello, Minnesota 55362. (SEAL) STATE OF MINNESOTA ( ss. COUNTY OF WRIGHT j CITY OF MONTICELLO IC :►K Brian Stumpf, Mayor Jeff O'Neill, City Administrator rid The foregoing instrument was acknowledged before me this day of , 2016, by Brian Stumpf and by Jeff O'Neill, the Mayor and City Administrator of the City of Monticello, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY PUBLIC DEVELOPER: 123767 5 RED ROOSTER PROPERTIES, INC. IC STATE OF MINNESOTA ) ( ss. COUNTY OF WRIGHT ) The foregoing instrument was acknowledged before me this day of the of DRAFTED BY: CAMPBELL, KNUTSON Professional Association 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, MN 55121 Telephone: 651- 452 -5000 TMS , a Minnesota , on its behalf. [VOTARY PUBLIC 123767 6 2016, by City Council Agenda — 07/25/2016 2J. Consideration of approving a request for Conditional Use Permit for Auto Repair — Minor, Auto Repair - Manor and Conditional Use Permit for Vehicle Sales in a B -3 (Highway Business) District. Applicant: Janikowski, Ryan (NAC) Property: Legal: Lot 1, Block 1 Gould Addition Address: 3939 Chelsea Road West Planning Case Number: 2016 -036 A. REFERENCE & BACKGROUND Request(s): Conditional Use Permit for Major Auto Repair Conditional Use Permit for Vehicle Sales Deadline for Decision: July 23, 2016 Land Use Designation: Commercial (Places to Shop) Zoning Designation: B -3, Highway Business District The purpose of the `B -3" (highway business) district is to provide for limited commercial and service activities and provide for and limit the establishment of motor vehicle oriented or dependent commercial and service activities. Overlays /Environmental Regulations Applicable: Freeway Bonus Sign Overlay District Current Site Use: Multi- tenant Commercial /Institutional Surrounding Land Uses: North: Interstate 94 East: Light Industrial /Commercial South: Vacant Commercial West: Auto - related Commercial Project Description: The applicants are seeking to occupy the remaining 15,000 square feet of the building, formerly Gould Chevrolet, now owned and occupied by Quarry Church and their other tenant, a sports academy. They would use the building and the surrounding parking area for Automobile repair and Vehicle Sales, both requiring Conditional Use Permits. City Council Agenda — 07/25/2016 Planning Commission Recommendation: The Planning Commission reviewed the request and held a public hearing on the item requests on July 6th, 2016 in their meeting recessed from July 5th, 2016. The Planning Commission took comment from Wayne Elam, Commercial Realty Solutions, as well as the applicant's representative, regarding the proposal. Mr. Elam noted the property is zoned to permit such uses by conditional use permit, and that the building's existing design will support the proposes uses. No other persons were present to comment during the hearing. Following the hearing, the Planning Commission unanimously recommended approval of the Conditional Use Permits, subject to the conditions in Exhibit Z. ANALYSIS The applicant is seeking Conditional Use Permit approval for two CUP requests. The first is for Automobile Repair -Major and inclusive of Auto - Repair Minor, and for Vehicles Sales. As noted, both uses are allowed in the B -3, Highway Business District by Conditional Use Permit. Property Back rg ound. Quarry Community Church purchased and occupied the building in 2015 after approval of a zoning ordinance amendment to accommodate Places of Public Assembly, including church uses, by CUP in the B -3 District. The parcel consists of approximately 10.7 acres, and the building is over 52,000 square feet in total floor space. Earlier this year, the City approved a second ordinance amendment to accommodate sports training facilities, and a portion of the building (about 9,000 square feet) was occupied by a tenant under that CUP provision. The Auto Repair and Auto Sales uses are allowed in the B -3 District, and are consistent with the City's intent when the district was written and included in the ordinance. As the building and site are fully developed, the applicants are proposing only limited changes to the property to accommodate their use. Parking and Site Usage. They propose to occupy the remaining empty space in the northeast corner of the building, and would utilize the parking area along the east and north boundaries for their facility. They propose to utilize the row of 28 parking spaces along the north curb line, adjacent to I -94, for the display of for -sale vehicles. The 14 parking spaces along the east curb line, south of the refuse handling enclosure, would accommodate the short-term storage of vehicles awaiting service. The remaining parking area, a total of 61 spaces, would be available for employee and customer parking, well above the ordinance requirement of 36 spaces. Auto Repair — Major. The Ordinance allows "Major" Auto Repair with the following conditions: 2 City Council Agenda — 07/25/2016 (a) Door opening to service area garage must not face street frontage. Existing Condition. (b) Vehicle storage area limited to 50% of floor space of the structure housing the auto body shop. In Compliance (although no body -work is proposed). (c) All vehicles being serviced and all vehicle parts must be stored inside or in vehicle storage area. In Compliance. (d) Vehicle storage area shall be enclosed by enclosure intended to screen the view of vehicles in storage from the outside. Enclosure shall consist of a sixfoot high, 100% opaque fence designed to blend with the auto body shop structure and consisting of materials treated to resist discoloration. No body -work is proposed. The applicant proposes to store vehicles that are awaiting service along the east side of the building, behind the refuse enclosure. They should not be visible to the freeway. (e) The floor of the vehicle storage area shall consist of asphalt or concrete paving. In Compliance. (f) All work on vehicles or vehicle parts shall be conducted within an enclosed building. In Compliance. (g) The advertising wall facing the public right -of -way shall consist of no more than 50% metal material. Existing Condition — In Compliance. (h) The secondary or non - advertising wall facing a public right -of -way shall utilize a combination of colors or materials that serve to break up the monotony of a single color flat surface. Existing Condition. (i) No conditional use permit shall be granted for an auto body shop located within 600 feet of a residential zone existing at the time the conditional use permit is granted. Not Applicable, although approximately 1, 000 feet to nearest residential. It is further understood that the applicant will also utilize the site for Auto Repair — Minor. Vehicle Sales. For this use, the zoning ordinance requires the following conditions: (a) The minimum building size for any vehicle sales or rental use shall comply with the standards in Table 5 -3. 3 B. a Z acres 5 acres > 4 acres 1 p% > 4 acres 159 City Council Agenda — 07/25/2016 2,500 square feet 0,000 square fm 40,000 square feel The applicants proposed to occupy about 15, 000 square feet of the building, and just under 2 acres of the 10+ acre site overall. As such, they easily meet the building size requirement in this condition. (b) When abutting a residential use, the property shall be screened with an opaque buffer (Table 4 -2, Buffer Type "D ") in accordance with section 4.1(G) of this ordinance. This condition is Not Applicable. (c) All lighting shall be in compliance with Section 4.4 of this ordinance. Lighting is an existing condition. (d) The outside sales and display area shall be hard surfaced. In Compliance. (e) The outside sales and display area does not utilize parking spaces which are required for conformance with this ordinance. Parking Requirements are met. (f) Vehicular access points shall create a minimum of conflict with through traffic movement and shall be subject to the approval of the Community Development Department. Existing Condition. The applicants may add some directional signage to the property to address visibility and circulation. (g) There is a minimum lot area of twenty -two thousand five hundred (22,500) square feet and minimum lot dimensions of one hundred fifty (15 0) feet by one hundred thirty (13 0) feet. In Compliance. (h) A drainage system subject to the approval of the Community Development Department shall be installed. Existing Condition. Signage. The applicants proposed to re -use existing signage for Quick Lube and Service entrances to their space and will add business nameplate signage to the wall facing I -94. That signage will require a separate application and compliance with the Sign Ordinance as well as a Comprehensive Sign Plan from the building owner. ALTERNATIVE ACTIONS The Planning Commission unanimously recommends Alternative 1 below. 1. Motion to approve the Conditional Use Permits for Janikowski, Ryan for Auto Repair (Major and Minor) and Vehicle Sales on the Quarry Church property at LI City Council Agenda — 07/25/2016 3939 Chelsea Road West, based on findings in Planning Commission Resolution PC- 2016 -025, and on compliance with the Conditions in Exhibit Z of this report. 2. Motion to deny the Conditional Use Permits for Janikowski, Ryan for Auto Repair (Major and Minor) and Vehicle Sales on the Quarry Church property at 3939 Chelsea Road West, based on findings to be made by the City Council. 3. Motion to table action on the Resolution, pending additional information. C. STAFF RECOMMENDATION Staff recommends approval of the Conditional Use Permits as requested, based on the findings noted in the resolution, noting that the use fits directly with the intent of the zoning district, and the site is fully developed and improved. D. SUPPORTING DATA Z. Conditions of Approval A. Resolution PC- 2016 -025 B. Aerial Site Image C. Applicant Narrative D. Monticello Zoning Ordinance, Excerpt E. Site Location Reference Aerial F. Site Plan G. Proposed Signage EXHIBIT Z Conditional Use Permits for Auto Repair- Major, and Vehicle Sales 3939 Chelsea Road West Lot 1, Block 1, Gould Addition 1. The storage of automobiles awaiting service be limited to the east side of the building south of the refuse enclosure. If more storage becomes necessary, an amendment to the CUP would be required, and the City may impose a requirement for an enclosure. 2. No outdoor storage of parts or portions of automobiles or equipment is permitted. 3. Any vehicle kept outside for more than 48 hours shall be licensed and operable. 4. The applicant obtain sign permits for all proposed signage, with such signage to be in compliance with requirements of the Zoning Ordinance. 5. Comments and recommendations of other Staff. 5 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC- 2016 -025 RECOMMENDING APPROVAL OF CONDITIONAL USE PERMITS FOR AUTO REPAIR - MAJOR, AUTO REPAIR -MINOR AND VEHICLE SALES IN A B -3, HIGHWAY BUSINESS, ZONINGDISTRICT WHEREAS, the applicant has submitted a request to occupy a portion of an existing building in the B -3 District; and WHEREAS, the facility and site are fully developed, and the applicant will utilize existing parking and circulation areas on the site; and WHEREAS, the propose use will require the approval of conditional use permits for auto repair -major and vehicle sales to facilitate the use as proposed; and WHEREAS, the uses are consistent with the intent and purpose of the B -3, Highway Business zoning district; and WHEREAS, the uses will not create any unanticipated changes to the demand for public services on or around the site; and WHEREAS, the Planning Commission held a public hearing on July 6th, 2016, on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The proposed uses are consistent with the intent and purpose of the B -3, Highway Business District. 2. The proposed uses are consistent with the existing and future land uses in the commercial area in which they are located. 3. The impacts of the expansion are those anticipated by auto - related commercial development and are addressed through standard review and ordinances in place. 4. The auto repair and vehicle sales meet the intent and requirements of the applicable zoning regulations. NOW, THEREFORE, BE IT RESOL VED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC- 2016 -025 Monticello City Council approves the Conditional Use Permits for Auto Repair -Major and Minor and Vehicle Sales, subject to the conditions listed in Exhibit Z as follows: 1. The storage of automobiles awaiting service be limited to the east side of the building south of the refuse enclosure. If more storage becomes necessary, an amendment to the CUP would be required, and the City may impose a requirement for an enclosure. 2. No outdoor storage of parts or portions of automobiles or equipment is permitted. 3. Any vehicle kept outside for more than 48 hours shall be licensed and operable. 4. The applicant obtain sign permits for all proposed signage with such signage to be in compliance with requirements of the Zoning Ordinance. 5. Comments and recommendations of other Staff. ADOPTED this 6th day of July, 2016 by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION LI-A ATTEST: Brad Fyle, Chair Angela Schumann, Community Development Director 2 Ryan Janikowski Request Created by: City of Monticello -155 C,S, 5,181 D_ 41010 T 10022600 aa W T` ILA If 0 1551,710i}0050 E 3 Tp y - ' 155125a0a040 - �9, 5 R4 155500113`403 15517144aas0 213100103300 �- r- r 211,00152202 �• � � � � ;-� 155125aaaa7a � -� 1'555001521 a1 r - �a SAVANNAH AVE a Z �. CHELSEA RD -19 co Wl DEMERE T q 15550a1522a4 ' ,'.. S\D �¢ �. , : Q �saft :,1'55151000020, = 155500142308. 1552300004'10 June 1, 2016 Applicant: Ryan Janikowski Address: 3939 Chelsea Road 'West, Monticello, MN Request: CUP for Auto Repair — Major CUP for Vehicle Sales The applicant is planning on operating an auto repair business and vehicle sales. The owners are Ryan Jankowski and Michael Jankowski. They are planning on a full service automobile repair facility providing service for basic lube changes to various types of automotive repair including tire repair and replacement. They also intend to buy, restore and sell classic cars. Most of that work will be done in the detail shop bays. They are also applying for a CUP for Vehicle sales. They are planning on having approximately 10 used autos for sale initially, growing that to approximately 50 vehicles. They will be using the parking lot area from the front of the building to the interstate as shown on the attached site plan. 1) Site plan drawn to scale showing parcel and existing topography. The site plan will remain unchanged from the CUP approval that Quarry Church received from the City of Monticello on November 9, 2015. 2) Location of all existing and proposed buildings and the size of each (including square footage). The exterior and floorplan of the building will remain unchanged. 3) Curb Cuts, driveways, access roads, parking spaces, off - street loading areas, and sidewalks. There will not be any changes from the previously approved CUP for Quarry Church that was approved by the City of Monticello on November 9, 2015. 4) Natural features such as woodlands, wetlands, shorelines. There will not be any changes from the current and existing condition of the property pertaining to these issues. 5) Landscaping and screening plans, including species and size of trees and shrubs proposed. Quarry Church received CUP approval dated November 9, 2015 that had requirements pertaining to these issues. Quarry will be complying with those requirements. The Auto repair and vehicle sales applicant is not requesting any changes to the terms of the previously approved Quarry CUP. 6) Proposed finished grading and drainage plan sufficient to drain and dispose of all surface water accumulated. The applicant is not requesting any changes to the exterior of the building including drainage or grading. 7) Type of business or activity and proposed number of employees. Auto repair major and vehicle sales. The intent is to start with 6 employees growing to approximately 15 employees as the business grows. Hours of operation will be Monday thru Friday 6 :00 am — 9:00 pm. Saturdays will be 5 :00 am to 5 :00 pm. 8) Proposed floor plan and elevations with uses indicated. Attached is a floor plan showing the area of the building that will be used by the auto repair business. It is 15,000 sf space in the NE portion of the building. The space has one large overhead door facing the interstate with 5 overhead doors on the east side of the building for the detail shop area. There is substantial parking near the entry doors as shown on the attached site plan. 9) Proposed outdoor storage spaces. The attached site plan shows parking for 103 vehicles. i ne intent is to use the interstate frontage row of 28 parking spots and 10 parking spots on the NE corner of the property for vehicle sales. The 2"d parking area is a double - rowed area which consists of 51 parking spots. This will be used for customer parking for the service and repair facility. There is an area cast of the building that has 14 parking spots that will be used for employee parking. 10) Signage plan. There will be three exterior signs installed. The existing signs that are on the south side of the building will be moved to the north side of the building. One sign shows QUICK LUBE the other sign shows SERVICE (photos of signs attached). There will also be a sign on the interstate side of the building with the company name. Respectively Submitted: Ryan Janikowski CHAPTER 5: USE STANDARDS Section 5.1 Use Table Subsection (A) Explanation of Use Table Structure TABLE 5-1: USES BY DISTRICT • Use Types Base Zoning Districts 'T" = Permitted Conditionally Additional Permitted s Permitted Vehicle f=uel Sales `Vehicle C C C 5.2(F)(30) 5_ a .k and Rental C C 5.2__ (Fj(311 Veterinary Facilities (Rural) C 5.2 F 32 Veterinary Facilities (Neighborhood) C C C 5.25.2(F)Q2) Wholesale Sales P P P None Industrial Uses _ r — Majors Bulk Fuel Sales andI C P P 5.2(G)rl) Storage i II f P P 5,2(G)(2) — Contractor's Yard, I Temporary i 9 I 0 1 f 1 I 5.2(G)(3) Extraction of Materials �1 C C P 1 1 5.2(G)(4) General Warehousing € C P C P C 5.2(G)(5} 5.2 G 6 Heavy Manufacturing -'� C - -- } C i— C Industrial Services - C Ic C C C P None Land Reclamation C C C C C C 5.2(G)(7) Light Manufacturing _ . .._ <. _ P P 5.2 LG 8 MachinerylTruck Repair " & Sales € i f P P 5.2(G)(9) Recycling and Salvage Center j !, i C C 5.22 G)(10) Self- Storage Facilities_ Truck or Freight t— 4 �I P I C p 5.2 G Terminal Waste Disposal & # i C R f P P 5.2 G I Z Incineration i f C 5,2(G)(13) Wrecker Services C P 52 - - -�jG City of Monticello Zoning Ordinonce Page 3 19 � � �Id � ?•" .,.,v�. "� iP ._ r_ ' •s"' '�,,. A� rE� � If � � ..._a .E: is -_ - "_: � � I� 4. - *# 'lot ��_ f r - i x - LO ° >A s � , � " -d'� a. .P � � kr, � � �� �' ' 3.1 ter+, d � "- �i' r� j � :." �� • n" Ln Ilk I: Ft j` T dd 6R i i P :. Ir RTit 4 I, I M r, z 4ti e s s , r •Y-` -.� .14E .� � `�"tr- ����� � _ .. �!� '�F . �k� „- ,,�.IT� C�n - s i _ i, V - - 4r} - - IL hi 17• j o el f i LU F r L F :! "A Y uma: }�yyr��w�RtYN�IS ie:LH � 'mod U � vn m:mc.r vnwwo aa�mmq ,owa1c � 7I f1 .L � � 3. I H a 2i V �mnr « w� riasa�um� •mux�eron arae r�a�n ecxc �' o •- a °�° :.�a�.�a �aews H,linH7 AlINnrMQ3 Auuvno ' d F Aanis 3sn J0 3ONVH3 U �SS 4 . rr V `f1 Q V W `j Q� jj S s s 0 CIO fuss mr'�'nnero era 9 p ,rc�K+ao 21711 ri 10 a I I H a U v MIMHO AIINnmoo Auuvno AcnIS 3sn io 39NVHO /, 71 I i PIN I 'M 'lilt IW INI 6 TING", 101 P- - City Council Agenda — 07/25/16 2K. Consideration of update of Storm Water Management System Proposal for Otter Creek Business Park (JT /AS /SB) A. REFERENCE AND BACKGROUND: Due to the required use of the National Oceanographic & Atmospheric Administration (NOAA) Atlas 14 storm water management measurement standards, WSB, the City Engineer, has determined that the current storm water drainage system in Otter Creek Business Park needs to be reexamined. The advent of the changeover to Atlas 14 impacts all storm water drainage systems in the City. The timing of the Dahlheimer expansion becomes both an imminent need and an opportunity to answer questions specifically about the regional storm water ponding capacity in Otter Creek Business Park. This is important also in the realm of accurately marketing the land that remains available to prospective businesses. A Letter of Proposal with a Scope of Work and fee is attached for Council review and approval. Atlas 14 replaces storm water management standards that were adopted and used from 1970 until 2015. The results of the study will be presented for acceptance at an upcoming meeting. Al. Staff Impact: Completing an update to the Storm Water Management System in Otter Creek Business Park will require time from the consulting engineer, WSB. City staff will have a small amount of time monitoring the work of the proposed engineering contract. A2. Budget Impact: The proposed cost to complete a Storm Water Management System update study in Otter Creek Business Park is $21,248. The City's Storm Water trunk fee program includes storm water system planning expenses therefore trunk System fees are an appropriate source of funds for the study. The City will also eventually have to reexamine the entire City -wide storm drainage system in the future. B. ALTERNATIVE ACTIONS: 1. Motion to authorize an update of the Storm Water Management System for Otter Creek Business Park at a cost of $21,248, to be funded from the Trunk Storm Water fund. 2. Motion to deny authorization of an update of the Storm Water Management System for Otter Creek Business Park at a cost of $21,248, to be funded from the Trunk Storm Water fund at this time. 3. Motion to table for further discussion. C. STAFF RECOMMENDATION: Staff recommends Alternative 1 above. Understanding the requirements for storm water management in Otter Creek is essential to marketing the remaining available industrial land. It is also important to have the timing, sizing and configuration of ponding understood so that staff are better prepared to assist industrial prospects and their developers through the land development process. D. SUPPORTING DATA: • Letter of Proposal with Scope of Work and Fee from Shibani Bisson, P.E., WSB 2 J _;, Guilvirlg a ;eg cy your I _gaLy. 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416 Tel: 763 - 541 -4800 Fax: 763 - 541 -1700 July 7, 2016 Jeff O'Neill City Administrator City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Monticello Business Center Proposal to Perform Drainage Study Dear Mr. O'Neill: We appreciate the opportunity to assist you in performing a drainage study for the Monticello Business Center (MBC) area. The proposed study area is represented on the attached Figure for your reference. The overall outcome of this study will be to provide the City with a document that they can provide to future developers in this area as a guide for stormwater management due to the recent changes with stormwater management requirements. City standards require stormwater management for rate control, volume control and water quality control. Prior stormwater management standards for the state and nation included utilizing a lower rainfall event standard (TP40) that was developed in the 1960s. This was the standard used for all pond designed in the City, including the MBC. The National Weather Service Hydrometeorlogical Design Studies Center released a new standard in 2014 called NOAA Atlas 14, which agencies are currently utilizing when determining rainfall frequency estimates for stormwater ponding design. Atlas 14 standards results in higher rainfall intensities, therefore changing the allowable capacity of our ponds. Due to this change in standard, this creates the need to reevaluate the area and determine what additional stormwater management is needed based on the larger rainfall events. The results of this study will be useful to the City for determining the developable acreage on each parcel, after stormwater management is incorporated, and identify what the developer's responsibilities will be. All cities are facing this issue with the new Atlas 14 standards and most are requiring new development to make up the difference in the runoff volumes by adding additional ponding or expanding existing ponds. The City of Monticello could use trunk storm sewer and ponding fees to address this. Cities are also updating their current hydraulic models as well to align their overall water resource management plans with this new standard. As such, City staff requested WSB provide this proposal in light of recent development proposals within the MBC and to have the study completed in order to accurately market the remaining undeveloped properties. Outlined below please find the work plan associated with completing the study. Equal Opportunity Employer wsbeng.com C:\ Users \Shibani.Bisson \AppData \Local \Microsoft\ Windows \INetCache \Content Outlook \R9CDCIPR \Monticello Business Center Drainage Study Final 070716.doa July 7, 2016 Page 2 Task 1— Review Storm sewer and Pond As -Built Drawings This task consists of reviewing all as -built data for all existing storm sewer and ponds within the Monticello Business Center (MBC). There are three existing ponds within the study area. They are as follows: Chelsea Pond/Wetland Complex Pond adjacent to Karlsburger and Suburban Manufacturing Pond adjacent to Walker In -Store Construction of the ponds occurred in 2006, along with the associated stormsewer system. Task 1 will also summarize what the stormwater requirements are for the City of Monticello and how that applies to the MBC area. City stormwater management requirements for rate control, volume control and water quality control will be summarized and presented in an easy to follow document for potential future developers to use. Task 2 — Develop Existing Conditions HydroCAD Model This task includes reviewing the general hydrologic and hydraulic parameters used to establish the individual subwatershed discharges and creating an existing conditions HydroCAD Model. The 2 -, 10- and 100- year Atlas 14 storm events will be analyzed. Hydrologic parameters reviewed typically include: acreage, land use, design rainfall event, impervious surface coverage, anticipated discharge rates, anticipated runoff volumes, etc. This task will include collection of background data used for the existing model. Data may include existing and future land use mapping, aerial photography, City parcel records, GIS shapefiles, existing zoning and land use regulations, etc. We will limit the review to only areas tributary to the MBC area. Hydraulic parameters will be based on as -built information, GIS stormsewer information as well as Lidar topo information for this effort. No field survey is anticipated or accommodated in this proposal. If it is found that field survey is required, that service can be provided at an additional fee. We will develop a drainage area map for the final report that will include the Tic, area, CN value and existing conditions runoff for each parcel. The updated Atlas 14 HydroCAD results will be tabulated and summarized for each of the drainage areas included in the model. This will include peak discharge rates and high water levels at each of the existing ponds along with freeboard requirements to the lowest building opening. Task 3 — Develop Fully Developed Proposed Conditions HydroCAD Models This task includes taking the existing conditions model developed as part of Task 2 and updating it to represent a fully developed scenario. Similar to Task 2, the 2 -, 10- and 100 -year Atlas 14 storm events will be included in this task. The models will include an analysis of expanding the pond located adjacent to the Karlsburger and Suburban Manufacturing properties. It will also include the location of the potential ponding C: \Users\Shibani.Biswn\AppData \Local \Microwk\ Windows\ INetCache \Content.0utlook \R9CDCIPR \Monticello Business Center Drainage Study Final 070716.docz July 7, 2016 Page 3 areas. It is currently not known whether one or two additional ponds may be needed for the MBC. The models will also identify future ponding needs on the Chadwick/Bowers property between Chelsea Road and I -94. Results will be summarized for the models along with a recommendation to the City that considers developable acreage and overall best stormwater management for the area. Task 4 — Prepare Report This task includes preparing a final drainage study report to the City that can be used for future development in the area. This report will focus on City stormwater management standards, considering current standards, goals and policies. The report will be useful for the City to provide to future developers in the area and also to determine the actual marketable area within the development. Up to four figures will be created as part of the final report. Task 5 — Meetings One meeting will be held with City staff to review the draft report. One meeting will be held with the EDA to present the report. Estimated Cost Tasks 1— 4 are proposed to be completed on an hourly basis for an estimated not -to- exceed cost of $21,248. If the scope changes or additional options beyond that outlined above are requested, the fee above would increase accordingly. Upon approval of this proposal, WSB can complete the study within 2 months. Please contact us if you would like to discuss or need additional information. Sincerely, WSB & Associates, Inc. G , A4A Stacy Harwell Hoschka Shibani Bisson, P.E. Project Engineer Senior Municipal Project Manager C:\ Users\ shoschka\ AppDa ta\Lool \Mlcrosoh\WlMows\Tempormy Internet Filar \Contemt)utlook \537Mk070\ =tlmllo 8uM —Cengr DI.Im e3tud, July 7, 2016 Page 4 ACCEPTED B` : City of Monticello By: Title: Date: C;\ Users \Shibani.Bisson \AppData \Local \Microsoft\ Windows\ INetCache \Content.Ondook \R9CDCIPR \Monticello Business Center Drainage Study Final 070716.dorx City of -. Monticello Business Drainage Study July 7, 2016 Task Description WSB Staff WSB Staff WSB staff WSB staff WS6 staff Jeff Sandberg Stacy Hoschka Earth Evans Ed Youngquist ,,t Elizabeth Foster Administratim Sr. Project Manager Project Engineer Project Manager Engineering Spece 1 Obtain and Compile Stormsewer and Pond as -built Drawings 1.1 Complete site review, review existing records (as- builts) 12 12 $1,176 1.2 Summarize City Goals for Development within Drainage Area (RateNolume /Quality Standards) 4 15 19 $2,042 2 Develop Existing Conditions HydroCAD Model 2.1 Determine Model Parameters - Hydrologic and Hydraulic 4 4 $392 2.2 Create and Execute Model 2 20 22 $2,246 2.3 Compile Results and Writeup 8 2 10 $1,050 3 Develop Fully Developed Proposed Conditions HydroCAD Model 3.1 Modify Existing Conditions Model to Incorporate Future and Full Development 20 8 28 $2,928 3.2 Compile Results and Writeup 2 15 2 $2,022 3.3 Internal QA/QC 4 4 8 $1,104 4 Prepare Report 4.1 Summarize Findings and Create Guidance Document for City and Developers within Study Area 2 30 32 $3,226 4.2 Prepare Report Figures (four total) 2 16 8 12 4 42 $4,670 5 Meetings 5.1 Present Report to City Staff 2 2 $196 5.2 Present Report at EDA Meeting 2 2 $196 Total Hours 16 144 16 20 4 Average Hourly Fees (include overhead and profit) $143 $98 $133 $121 $75 TOTAL DESIGN SERVICES COSTS $14,112 $2,128 $2,420 $300 $21,248 1. The above hourly rates include all costs associated with word processing, cell phones, reproductions, mailings, and mileage. 2. This estimate does not include suwe , which will be required for design Additional Construction Administration e—ey, and inspection are considered additional services WSB Project No. November 11, 2011 - err 701 Xenia Avenue South, Suite 300 MONTICELLO BUSINESS CENTER City Project No. Minneapolis, MN 55416 WSB www.wsbeng.com - Figure Number 2 & Assoclotes, Inc. „� 763 - 5414800 -Fax 763- 541 -1700 CITY OF MONTICELLO INFRASTRUCTURE ENGINEERING PLANNING CONSTRUCTION K: \01488 -92 \Cad \Exh1b1ts \Mont Bus Center Lot flg 2.dwg, FIG 2, 11/16/2011 1:50:09 PM City Council Agenda — 07/25/2016 2L. Consideration of approving the Monticello High School Development Contract. (AS) Property: Legal: Lengthy legal; provided in title commitment PID Nos. 155011000172, 15550013302, 155011000212 Address: 5225 School Boulevard Planning Case Number: 2016 -029, ZMISHS A. REFERENCE & BACKGROUND On June 27th, the City Council approved a preliminary and final plat and development and final stage planned unit development for the Monticello High School Addition. The PUD included the existing development on the school campus, as well as the addition of a gymnastics facility at the Monticello High School building. With a final stage PUD and final plat, a development agreement is required to document the requirements for development with the plat and PUD. A development contract has been prepared as related to this first phase of development within the High School plat and PUD. The contract has been reviewed by the School District and is ready for Council consideration. Council will note that the school district will be coming forward with an amendment to the PUD for other expansions or additions within the campus area in the future. At that time, an amendment to the development contract will be presented in conjunction the proposed improvements. Consistent with past agreement and City policy, the agreement outlines the responsibilities of the developer and documents procedures for erosion control and grading of the site. As an existing site with only minimal area impact (less than .5 acres for the gym facility), no trunk area charges and escrows for public improvements are required at this time. Future phases of development on the school campus plat/PUD will require payment of applicable trunk area charges and escrows. Security and insurance requirements are also included within the agreement. The school will submit a security for the landscaping associated with the gymnasium and the placement of new lot corner monuments within the plat. B. ALTERNATIVE ACTIONS Motion to approve a Development Contract for the Monticello High School Addition, based on a finding that the agreement supports the development of the plat and PUD in accordance with the June 27th, 2016 City approval of the final plat and final stage planned unit development. City Council Agenda — 07/25/2016 2. Motion to deny approval of a Development Contract for the Monticello High School Addition, based on a finding that the agreement supports the development of the plat and PUD in accordance with the June 27th, 2016 City approval of the final plat and final stage planned unit development. 3. Motion to table action on the request at this time. C. STAFF RECOMMENDATION Staff recommends Alternative 1 above. D. SUPPORTING DATA • Development Agreement — Monticello High School Addition 2 (reserved for recording information) DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT (Developer Installed Improvements) MONTICELLO HIGH .SCHOOL ADDITION AGREEMENT dated July 19, 2016, by and between the CITY OF MONTICELLO, a Minnesota municipal corporation ( "City "), and INDEPENDENT SCHOOL DISTRICT #882, MONTICELLO PUBLIC SCHOOLS, a Minnesota municipal corporation or its assigns (the "Owner" or "Developer "). 1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat and Planned Unit Development approval for Monticello MONTICELLOHIGHSCHOOLADDITION (referred to in this Contract as the "plat" and the "Development ") consisting of 124.198 acres. This development is for a two phase project. The first phase is for an addition of a gymnasium to the Monticello High School building and the second phase is for the addition of a sports complex, concessions building, and a building addition to the Eastview Elementary School. The development is planned to be constructed in multiple stages beginning August 2016. The land is situated in the County of Wright, State of Minnesota, and is legally described on the attached Exhibit "A ". 187611Q 2. CONDITIONS OF PLAT APPROVAL. The City hereby approves the plat on condition that the Developer enter into this Contract, furnish the security required by it, and record the plat with the County Recorder or Registrar of Titles within 365 days after the City Council approves the final plat or the execution of this Contract, whichever occurs later. 3. RIGHT TO PROCEED. Within the plat or land to be platted, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security has been received by the City, 3) the plat has been submitted to the Wright County Recorder's Office, and 4) the City has issued a letter that all conditions have been satisfied and that the Developer may proceed. 4. PHASED DEVELOPMENT. If the plat is a phase of a multi - phased preliminary plat, the City may refuse to approve final plats of subsequent phases if the Developer has breached this Contract and the breach has not been remedied. Development of subsequent phases may not proceed until Development Contracts for such phases are approved by the City. Park dedication charges referred to in this Contract are not being imposed on outlots, if any, in the plat that are designated in an approved preliminary plat for future subdivision into lots and blocks. Such charges will be calculated and imposed when the outlots are final platted into lots and blocks. 5. PRELIMi GARY PLAT S'T'ATUS. If the plat is a phase of a multi - phased preliminary plat, the preliminary plat approval for all phases not final platted shall lapse and be void unless final platted into lots and blocks, not outlots, within two (2) years after preliminary plat approval. 6. CHANGES IN OFFICIAL CONTROLS. For two (2) years from the date of this Contract, no amendments to the City's Comprehensive Plan, or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved plat unless required by state or 2 187611v2 federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent permitted by state law, the City may require compliance with any amendments to the City's Comprehensive Plan. 7. ZONING. Except as otherwise provided herein, the subject property shall be subject to the zoning regulations for the Planned Unit Development District and the requirements and standards of the R -1 District, in effect at the time the final plat is approved. If there is a conflict among these regulations, the conflict shall be resolved in the order listed below with item number one being primary: (1) Planned Unit Development Agreement [this document]. (2) Planned Unit Development Zoning District Regulations (3) R -1 Zoning District Regulations 8. CONDITION FOR SUBSEQUENT APPROVALS. No final plat for changes or amendments to this PUD Agreement shall be approved, nor shall construction commence for such additional land uses, until an amendment of the PUD Agreement is processed and approved, subject to the requirements of the Monticello Zoning and Subdivision Ordinances, including the submission of site and multi - family building plans, final grading and drainage plans, final utility plans, and final landscaping plans. 9. DEVELOPMENT PLANS. The plat and first phase of development shall be developed in accordance with the following plans. The plans shall not be attached to this Contract. With the exception of Plans A and B, the plans may be prepared, subject to City approval, after entering the Contract, but before commencement of any work in the plat. The erosion control plan may also be approved by the Wright County Soil and Water Conservation District. If the plans vary from the written terms of this Contract, the written terms shall control. The plans are: Plan A - Plat Plan B — Removals Plan Plan C- Final Grading, Development, and Erosion Control Plan 187611Q Plan D - Landscape Plan: General site and individual unit landscaping plans Plan E — Building Plans, fagade elevations and typical architectural design plans 10. IMPROVEMENTS. The Developer shall install and pay for the following: A. Sanitary Sewer System B. Water System C. Storm Sewer System D. Streets E. Concrete Curb and Gutter F. Street Lights G. Site Grading, Ponding, and Erosion Control H. Underground Utilities I. Setting of Iron Monuments J. Surveying and Staking The improvements shall be installed in accordance with the City subdivision ordinance; City standard specifications for utilities and street construction; and any other ordinances. The Developer shall submit plans and specifications which have been prepared by a registered professional engineer to the City for approval by the City Engineer. The City may, at the City's discretion and at the Developer's expense, have one or more City inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer, its contractors and subcontractors, shall follow all written instructions received from the City's inspectors subject to Developer's plans and specifications. The Developer or his engineer shall schedule a pre - construction meeting at a mutually agreeable time at the City Council chambers with all parties concerned, including the City staff, to review the program for the construction work. Within thirty (30) days after the completion of the improvements and before the security is released, the Developer shall supply the City 4 187611v2 with a complete set of reproducible "as constructed" plans, an electronic file of the "as constructed" plans in an auto CAD.DWG file or a .DXF file, and two complete sets of blue line "as constructed" plans, all prepared in accordance with City standards. In accordance with Minnesota Statutes 505.021, the final placement of iron monuments for all lot corners must be completed before the applicable security is released. The Developer's surveyor shall also submit a written notice to the City certifying that the monuments have been installed. 11. DESIGN STANDARDS. The applicable Planned Unit Development Zoning District Regulations are equal to those set forth in the R -1 Zoning District Regulation. 12. PERMITS. The Developer shall obtain or require its contractors and subcontractors to obtain all necessary permits, including but not limited to: • Wright County for County Road Access and Work in County Rights -of -Way • Wright County Soil Conservation District • MnDot for State Highway Access • Minnesota Department of Health for Watermains • NPDES Permit for Stormwater Connections • MPCA for Sanitary Sewer and Hazardous Material Removal and Disposal • DNR for Dewatering • City of Monticello for Building Permits 13. DEWATERING. Due to the variable nature of groundwater levels and stormwater flows, it will be the Developer's and the Developer's contractors and subcontractors responsibility to satisfy themselves with regard to the elevation of groundwater in the area and the level of effort needed to perform dewatering and storm flow routing operations. All dewatering shall be in accordance with all applicable county, state, and federal rules and regulations. DNR regulations regarding appropriations permits shall also be strictly followed. 14. TIME OF PERFORMANCE. The Developer shall install all required public improvements by August 30th, of the year following the year of recording of the final plat with the exception of the final wear course of asphalt on streets. The final wear course on streets shall be installed 5 187611v2 between August 15th and October 15'h of the year following installation of improvements, at the direction and in the discretion of the City Engineer. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 15. LICENSE. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the platted property to perform all work and inspections deemed appropriate by the City in conjunction with plat development. 16. EROSION CONTROL AND STORM WATER CONTROL. Prior to initiating site grading, the erosion control plan, Plan B, shall be implemented by the Developer and inspected and approved by the City or Wright County Soil and Water Conservation District. The City or Wright County Soil and Water Conservation District may impose additional erosion control and storm water requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded within 48 hours after the completion of the work or in an area that is inactive for more than seven (7) days unless authorized and approved by the City Engineer. Except as otherwise provided in the erosion control plan, seed shall be in accordance with the City's current seeding specification which may include certified oat seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City or the Wright County Soil and Water Conservation District, the City may take such action as it deems appropriate to control erosion. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. If the Developer does not reimburse the City for any cost the City incurred for such work within ten (10) days, the City may draw down the letter of 6 18761 M credit to pay any costs. No development, utility or street construction will be allowed and no building permits will be issued unless the plat is in full compliance with the approved erosion control plan and storm water control measures are in place. 17. GRADING PLAN AND CERTIFICATION. The plat shall be graded in accordance with the approved grading plan, stormwater control measures and erosion control plan as set forth in Plan "B ". The plan shall conform to City of Monticello specifications. Within thirty (30) days after completion of the grading and before the City approves individual building permits (except as permitted by this agreement or the Building Official), the Developer shall provide the City with an "as constructed" grading plan certified by a registered land surveyor or engineer that all ponds, swales, and ditches have been constructed on public easements or land owned by the City. Additionally, the "as constructed" grading plan will include a certification that the grading following construction activities has been undisturbed or has been returned to the state required in the grading plan. The "as constructed" plan shall include field verified elevations of the following: a) cross sections of ponds; b) location and elevations along all swales, wetlands, wetland mitigation areas if any, ditches, locations and dimensions of borrow areas /stockpiles, and installed "conservation area" posts; and c) lot corner elevations, and building pads. The City will withhold issuance of building permits until the approved certified grading plan is on file with the City and all erosion control measures are in place as determined by the City Engineer. The Developer certifies to the City that all lots with building footings placed on fill have been monitored and constructed to meet or exceed applicable specifications. 18. CLEAN UP. The Developer shall clean dirt and debris from streets that has resulted from construction work by the Developer, home builders, subcontractors, their agents or assigns. Prior to any construction in the plat, the Developer shall identify in writing a responsible party and schedule for erosion control, street cleaning, and street sweeping. The Developer shall pay a penalty of $100.00 a day for each 7 187611v2 calendar day that the streets are not cleaned in accordance with this paragraph. If the Developer repeatedly fails to clean streets in accordance with this paragraph, the City may, in its discretion, perform the work or contract to have the work completed and bill the costs to the Developer. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. If the Developer does not reimburse the City for any cost the City incurred for such work within ten (10) days from the date notice of the amount owed to the City is mailed, the City may draw down the Irrevocable Letter of Credit to pay any costs. No development, utility or street construction will be allowed and no building permits will be issued unless the Plat is in full compliance with the requirements of this Paragraph. 19. OWNERSHIP OF IMPROVEMENTS. Upon completion of the work and construction required by this Contract, the improvements lying within public easements shall become City property without further notice or action. 20. CITY ENGINEERING ADMINISTRATION AND CONSTRUCTION OBSERVATION. The Developer shall pay a fee for the City's engineering administration. City engineering administration will include monitoring of construction observation, consultation with Developer and his engineer on status or problems regarding the project, coordination for final inspection and acceptance, project monitoring during the warranty period, and processing of requests for reduction in security. Fees for this service will be billed at hourly rates estimated to be two percent (2.0 %), or $2,000 minimum of the estimated construction cost, assuming normal construction and project scheduling. The Developer shall pay for construction observation performed by the City's consulting engineer. Construction observation shall include part or full time inspection of proposed public utilities and street construction and will be billed on hourly rates. 21. CITY PLANNING, LEGAL AND ADMINISTRATION. The Developer shall submit an escrow deposit for fees for City staff administration, planning relating to processing of the plat and associated 8 187611Q administration . The escrow deposit shall be two percent (2.0 %) or of the estimated public improvement construction costs, or $2,000, whichever is greater. This amount is subject to reconciliation based on actual costs at the completion of the project. The Developer shall submit an escrow deposit for fees relating to City legal and planning - related expenses associated with the plat development. The escrow shall be two percent (2.0 %) of the estimated public improvement construction costs, or $2,000, whichever is greater. This amount is subject to reconciliation based on actual costs at the completion of the project. 22. CLAIMS. In the event that the City receives claims from labor, materialmen, or others that work required by this Contract has been performed, the sums due them have not been paid, and the laborers, materialmen, or others are seeking payment from the City, the Developer hereby authorizes the City to commence an Interpleader action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the District Courts, to draw upon the letters of credit in an amount up to 125 percent of the claim(s) and deposit the funds in compliance with the Rule, and upon such deposit, the Developer shall release, discharge, and dismiss the City from any further proceedings as it pertains to the letters of credit deposited with the District Court, except that the Court shall retain jurisdiction to determine attorneys' fees pursuant to this Contract. 23. STORM SEWER AREA CHARGE. The first phase of the Development, at less than .5 acres is not subject to a storm sewer area charge. Subsequent phases of the Development shall be subject to a storm sewer area charge, including the required base and alternate ponding fees. The total storm sewer area charge for future phases of the Development of shall be assessed against the property if not paid by the Developer in cash prior to issuance of the building permit. 24. SANITARY SEWER AREA CHARGE. The first phase of the Development, at less than .5 acres is not subject to a sanitary sewer area charge. Subsequent phases of the Development shall be subject to a sanitary sewer area charge. The total sanitary sewer area charge for future phases of the Development shall be assessed against the property if not paid by the Developer in cash prior to issuance of the building permit. 9 187611v2 25. WATER MAIN AREA CHARGE. The first phase of Development, at less than .5 acres is not subject to a water main area charge. The total water main area charge for future phases of the Development shall be assessed against the property if not paid by the Developer in cash prior to issuance of the building permit. 26. PARK DEDICATION, SIDEWALKS AND TRAILS. The Development is not subject to park dedication requirements. 27. SPECIAL PROVISIONS. The following special provisions shall apply to plat development: report. A. Implementation of the recommendations listed in the June 1 st, 2016, engineering B. Prior to City Council approval of the final plat, the Developer shall furnish a boundary survey of the proposed property to be platted with all property corner monumentation in place and marked with lath and a flag. Any encroachments on or adjacent to the property shall be noted on the survey. The Developer shall post a $600.00 security for the final placement of interior subdivision iron monuments at property corners. The security was calculated as follows: 2 units at $300.00 per unit. The security will be held by the City until the Developer's land surveyor certifies that all irons have been set following site grading and utility and street construction. In addition, the certificate of survey must also include a certification that all irons for a specific lot have either been found or set prior to the issuance of a building permit for that lot. C. The Developer is required to submit the final plat in electronic format. The electronic format shall be either AutoCAD.DWG file or a .DXF file. All construction record drawings (e.g., grading, utilities, and streets) shall be in electronic format in accordance with standard City specifications. The Developer shall also submit one complete set of reproducible construction plans on Mylar. 10 187611Q 28. SUMMARY OF SECURITY REQUIREMENTS. To guarantee compliance with the terms of this agreement, payment of real estate taxes including interest and penalties, payment of special assessments, payment of the costs of all public improvements, and construction of all public improvements, the Developer shall furnish the City with a letter of credit, in the form attached hereto, from a bank ( "security ") for $4,000.00, plus a cash fee of $6,120.00 for City engineering, expenses and administration as outline din Section 29. The amount of the security was calculated as follows: CONSTRUCTION COSTS: Lot Corners /Iron Monuments $ 600.00 Landscaping $ 2,600.00 CONSTRUCTION SUB -TOTAL (ESTIMATED) $ 3,200.00 TOTAL SECURITY Total Costs X 125% $ 4,000.00 The Developer shall also furnish the City with a cash security or letter of credit, in the form attached hereto, from a bank ( "Security ") for $3,000.00 for grading in compliance with approved Plan "C" if a grading permit is issued prior to building permit. This amount was calculated as follows. OTHER COSTS: Erosion Control /Grading Certification $ 3,000.00 * * Grading security required only if grading permit issued prior to building permit. TO'T'AL SECURffTIES: $7,000.00 This breakdown is for historical reference; it is not a restriction on the use of the security. The bank shall be subject to the approval of the City Administrator. The security shall be for a term ending when maintenance bond is posted. Individual security instruments may be for shorter terms provided they are automatically renewed on an annual basis until expiration. The City may draw down the security with 30 days written notice to Developer, for any violation of the terms of this Contract or if the security is allowed to lapse prior to the end of the required term. If the required public improvements are not completed at least thirty (30) 11 18761Iv2 days prior to the renewal of the security, the City may also draw it down. If the security is drawn down, the proceeds shall be used to cure the default. Upon receipt of proof satisfactory to the City that work has been completed and financial obligations to the City have been satisfied, with City approval the security may be reduced from time to time by ninety percent (90 %) of the financial obligations that have been satisfied. Ten percent (10 %) of the amounts certified by the Developer's engineer shall be retained as security until all improvements have been completed, all financial obligations to the City satisfied, the required "as constructed" plans have been received by the City, a warranty security is provided, and the public improvements are accepted by the City Council. The City standard specifications for utilities and street construction outline procedures for security reductions. 29. SUMMARY OF CASH REQUIREMENTS. The following is a summary of the cash requirements under this Contract which must be furnished to the City prior to the time of final plat approval: Legal and Planning (2) $ 2,000.00 * Engineering and Inspection (7 %) $ 2,000.00 * City Administration $ 2,000.00 GPS — Public Improvements $ 120.00 Total Cash Requirements $ 6,120.00 30. WARRANTY. The Developer warrants all improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. The warranty period for underground utilities is two years and shall commence following completion and acceptance by City Council. The Developer or its Contractors shall post maintenance bonds in the amount of twenty -five percent (25 %) of final certified construction costs to secure the warranties. Maintenance Bonds of the prime contractor may be accepted subject to City approval. The City shall retain ten percent (10 %) of the security 12 18761 M posted by the Developer until the maintenance bonds are furnished the City or until the warranty period expires, whichever first occurs. The retainage may be used to pay for warranty work. 31. RESPONSIBILITY FOR COSTS. A. Except as otherwise specified herein, the Developer shall pay all actual costs incurred by it or the City in conjunction with the development of the plat, including but not limited to Soil and Water Conservation District charges, legal, planning, engineering and inspection expenses incurred in connection with approval and acceptance of the plat, the preparation of this Contract, review of construction plans and documents, and all costs and expenses incurred by the City in monitoring and inspecting development of the plat. The Developer shall deposit with the City the amount set forth in Section 28 to be used for the payment of these fees and enforcement fees. If the amount in the deposit account drops below 15% of the initial amount, the Developer will make additional deposits in amounts set by the City. At the completion of the project and following payment of all expenses related to the project, the City shall return the remaining deposit funds to the Developer. B. The Developer shall hold the City and its officers, employees, and agents harmless from claims made by it and third parties for damages sustained or costs incurred resulting from plat approval and development. The Developer shall indemnify the City and its officers, employees, and agents for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including reasonable attorneys' fees and costs. C. The Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. D. The Developer shall pay, or cause to be paid when due, and in any event before any penalty is attached, all special assessments referred to in this Contract. The Developer hereby waives all assessment notice and hearing requirements. If the Developer elects to have the charges set forth in this 13 187611v2 contract assessed to the properties herein, the assessment shall be payable over a ten year period, in ten equal principal installments, plus interest on the remaining principal balance each year. Interest will begin to accrue on the principal balance commencing on the date of final plat approval by the City of Monticello or the date of this contract, whichever is later. E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. If the bills are not paid on time, the City may halt plat development and construction until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of eighteen percent (18 %) per year. F. In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as but not limited to sewer availability charges ( "SAC "), City water connection charges, City sewer connection charges, and building permit fees. G. If the Developer is dedicating property to the City to satisfy Park Dedication requirements, separate legal descriptions shall be developed for these properties and quitclaim deeds shall be executed for each of the transactions. The Developer agrees to pay all real estate taxes due or payable on outlots transferred to the City for the period up to the time the outlots become tax exempt. 32. DEVELOPER'S DEFAULT. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer, except in an emergency as determined by the City, is first given notice of the work in default, not less than forty -eight (48) hours in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 33. MISCELLANEOUS. 14 1a7611v2 A. The Developer represents to the City that the plat complies with all city, county, metropolitan, state, and federal laws and regulations, including but not limited to: subdivision ordinances, zoning ordinances, and environmental regulations. If the plat ceases to comply with county, metropolitan, state and federal laws and regulations, the City may, at its option, refuse to allow construction or development work in the plat until the Developer does comply. Upon the City's demand, the Developer shall cease work until there is compliance. B. Third parties shall have no recourse against the City under this Contract. C. Breach of the terms of this Contract by the Developer shall be grounds for denial of building permits, including lots sold to third parties. D. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. E. If building permits are issued prior to the acceptance of public improvements, the Developer assumes all liability and costs resulting in delays in completion of public improvements and damage to public improvements caused by the City, Developer, its contractors, subcontractors, material men, employees, agents, or third parties. No sewer and water connection permits may be issued and no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities are accepted by the City Engineer. F. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. 15 187611Q G. This Contract shall run with the land and may be recorded against the title to the property. The Developer covenants with the City, its successors and assigns, that the Developer is well seized in fee title of the property being final platted and/or has obtained consents to this Contract, in the form attached hereto, from all parties who have an interest in the property; that there are no unrecorded interests in the property being final platted; and that the Developer will indemnify and hold the City harmless for any breach of the foregoing covenants. In the event this contract is filed of record, upon compliance of all terms herein by Developer, the City shall file a termination of record. H. Developer or its prime contractor shall take out and maintain or cause to be taken out and maintained until one (1) month after the City has accepted the public improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developer's work or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than $500,000 for one person and $1,000,000 for each occurrence; limits for property damage shall be not less than $200,000 for each occurrence; or a combination single limit policy of $1,000,000 or more. The City shall be named as an additional insured on the policy, and the Developer shall file with the City a certificate evidencing coverage prior to the City signing the plat or when any construction commences, whichever later occurs. The certificate shall provide that the City must be given ten (10) days advance written notice of the cancellation of the insurance. I. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be 16 187611Q deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. J. The Developer may not assign this Contract without the written permission of the City Council, unless such assignment is to a principal of Developer or another entity in which the Developer is a principal. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells part or parts of the platted land, until all conditions of assignment are met. K. Retaining walls that require a building permit shall be constructed in accordance with plans and specifications prepared by a structural or geotechnical engineer licensed by the State of Minnesota. Following construction, a certification signed by the design engineer shall be filed with the City Engineer evidencing that the retaining wall was constructed in accordance with the approved plans and specifications. All retaining walls, the development plans, or special conditions referred to in this Contract required to be constructed shall be constructed before any other building permit is issued for a lot on which a retaining wall is required to be built. 34. NOTICES. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: 302 Washington St., Monticello, Minnesota 55362. Notices to the City shall be in writing and shall be either hand delivered to the City Administrator, or mailed to the City by certified mail in care of the City Administrator at the following address: Monticello City Hall, 505 Walnut Street, Monticello, Minnesota 55362, with a copy to the City Attorney by regular mail at: Campbell Knutson, P.A., Grand Oak Office Center I, 860 Blue Gentian Road, #290, Eagan, Minnesota 55121. Remainder ofpage intentionally left blank. Signatures on the following pages. 17 187611Q T 3 f �`. CITY OF MONTICELLO (SEAL) M STATE OF MINNESOTA ) ( ss. COUNTY OF WRIGHT ) Brian Stumpf, Mayor Jeff O'Neill, City Administrator The foregoing instrument was acknowledged before me this day of , 2016, by Brian Stumpf and by Jeff O'Neill, respectively the Mayor and City Administrator of the City of Monticello, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. Notary Public DRAFTED BY: Campbell Knutson Professional Association Grand oak Office Center I 860 Blue Gentian Road, #290 Eagan, Minnesota 55121 Telephone: (651) 452 -5000 JJJ 19 187611Q DEVELOPER: INDEPENDENT SCHOOL DISTRICT #882, MONTICELLO PUBLIC SCHOOLS By: �t4j< -, p nd t JILL S TESSIER STATE OF MINNESOTA ) Notary Public Minnesota ( ss. �: M Comm. COUNTY OF WRIGHT ) "" Jan 31, 2b � es The f regoing in ment was acknowledged before me this day of r[ , 2016, by he Superintendent of Independent School D><str 82, l� u ntice ublic Sc ls, a Minnesota municipal corporation on its behalf. 7 Notary P &C DRAFTED BY: Campbell Knutson Professional Association Grand oak Office Center I 860 Blue Gentian Road, #290 Eagan, Minnesota 55121 Telephone: (651) 452 -5000 JJJ 20 187611v2 EXHIBIT "A" Legal Description Lot 21, Auditors Subdivision Number 1, according to the recorded plat thereof, the North Half of Lot A of the Southeast Quarter according to the plat thereof recorded in Book 1 of Sectional Plats, page 570 and the Northeast Quarter of the Southwest Quarter all in Section 13, Township 121, Range 25, Wright County, Minnesota. AND Lot 17 lying South of the center line of Chelsea Road; Lot 20; All in Auditor's Subdivision No. 1, Wright County, Minnesota. EXCEPT: That part of the Northeast Quarter of the Southwest Quarter of Section 13, Township 121, Range 25, Wright County, Minnesota, and that part of the North Half of Lot A of the Southeast Quarter of said Section 13 and that part of Lots 20 and 21, Auditor's Subdivision No. 1, according to the plat on file in the office of the County Recorder, in and for said Wright County, lying southerly of a line 40.00 feet northerly of the following described line "A ": Beginning at a point on the west line of said Southwest Quarter distant 1310.69 feet southerly of the northwest corner thereof; thence North 88 degrees 36 minutes 13 seconds East, a distance of 2711.24 feet; thence easterly a distance of 200.00 feet along a tangential curve, concave to the north, having a radius of 13,362.77 feet and a central angle of 00 degrees 51 minutes 27 seconds; thence North 87 degrees 44 minutes 46 seconds East, a distance of 10 15. 00 feet and said line "A" there terminating. For the purpose of this description, the west line of the Southwest Quarter of Section 13 is assumed to bear South 00 degrees 12 minutes 29 seconds East. Abstract Property 21 1876112 MORTGAGE HOLDER CONSENT TO DEVELOPMENT CONTRACT , which holds a mortgage on the subject property, the development of which is governed by the foregoing Development Contract, which mortgage is dated and recorded with the Wright County Recorder /Registrar as document number , agrees that the Development Contract shall remain in full force and effect even if it forecloses on its mortgage. Dated this day of STATE OF MINNESOTA ) ( SS. COUNTY OF ) by 2016. The foregoing instrument was acknowledged before me this day of , 2 , Notary Public DRAFTED BY: CAMPBELL, KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452 -5000 JJJ 187611Q 22 IRREVOCABLE LETTER OF CREDIT No. _ Date: TO: City of Monticello 505 Walnut Street Monticello, Minnesota 55362 Dear Sir or Madam: We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable Letter of Credit in the amount of $ , available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. , dated , 2 , of (Name of Bank) 11 b) Be signed by the Mayor or City Administrator of the City of Monticello. c) Be presented for payment at (Address of Bank) , on or before 4:00 p.m. on November 30, 2007. This Letter of Credit shall automatically renew for successive one -year terms unless, at least forty-five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written notice to the Monticello City Administrator that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty-five (45) days prior to the next annual renewal date addressed as follows: Monticello City Administrator, Monticello City Hall, 505 Walnut Street, Monticello, MN 5 53 62, and is actually received by the City Administrator at least thirty (3 0) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. mm 187611 Q Its 23 CERTIFICATE OF INSURANCE PROJECT: CERTIFICATE HOLDER: City of Monticello 505 Walnut Street Monticello, Minnesota 55362 INSURED: ADDITIONAL INSURED: City of Monticello AGENT: WORKERS' COMPENSATION: Policy No. Effective Date: Expiration Date: Insurance Company: COVERAGE - Workers' Compensation, Statutory. GENERAL LIABILITY: Policy No. Effective Date: Expiration Date: Insurance Company: O Claims Made O Occurrence LIMITS: [Minimum] Bodily Injury and Death: $500,000 for one person $1,000,000 for each occurrence Property Damage: $200,000 for each occurrence -OR- Combination Single Limit Policy $1,000,000 or more COVERAGE PROVIDED: Operations of Contractor: YES Operations of Sub - Contractor (Contingent): YES Does Personal Injury Include Claims Related to Employment? YES 24 187611Q Completed Operations/Products: YES Contractual Liability (Broad Form): YES Governmental Immunity is Waived: YES Property Damage Liability Includes: Damage Due to Blasting YES Damage Due to Collapse YES Damage Due to Underground Facilities YES Broad Form Property Damage YES AUTOMOBILE LIABILITY: Policy No. Effective Date: Expiration Date: Insurance Company: (X) Any Auto LIMITS: [Minimum] Bodily Injury: $500,000 each person $1,000,000 each occurrence Property Damage: $500,000 each occurrence •' Combined Single Limit Policy: $1,000,000 each occurrence ARE ANY DEDUCTIBLES APPLICABLE TO BODILY INJURY OR PROPERTY DAMAGE ON ANY OF THE ABOVE COVERAGES: If so, list: Amount: $ [Not to exceed $1,000.00] SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL MAIL TEN (10) DAYS WRITTEN NOTICE TO THE PARTIES TO WHOM THIS CERTIFICATE IS ISSUED. Dated at 18761 M On BY: Authorized Insurance Representative 25 City Council Agenda: 7/25/16 4A. Consideration of adopting Resolution 2016 -052 formally establishing authorized public use and approving conveyance of a tax forfeited parcel to the City of Monticello, and releasing five parcels for public auction by Wright County (AS /JS) A. REFERENCE AND BACKGROUND: Council is asked to consider adoption of Resolution 2016- approving conveyance of three tax - forfeited parcel of land to the City and releasing eight other parcels for public auction. The City received notification from Wright County of tax forfeited parcels, due to non - payment of property taxes, which are eligible to be publicly auctioned or conveyed to the City. Staff have reviewed this list and prepared a recommendation regarding auction or public purpose for Council's review. The attached tax forfeiture parcel list contains three parcels that staff has identified for "authorized public use" and should be conveyed to the City, as well as parcels that should be approved for public auction. The following is a description of each parcel for Council review prior to adopting the resolution approving parcels for either conveyance to the City or to be publicly auctioned. Enclosed are maps of each parcel. 1) Parcel 155 -159- 000020 — This property is described as Sunset Ponds Outlot B and is recommended for conveyance to the City. The conveyance is recommended as the outlot is a storm water facility which is currently managed by the City and requires continued maintenance for stormwater purposes only and has no potential for private development or use. 2) Parcel 155 -159- 000040 — This property is described as Sunset Ponds Outlot D and is recommended for conveyance to the City. The conveyance is recommended as the outlot is a storm water facility which is currently managed by the City and requires continued maintenance for stormwater purposes only and has no potential for private development or use. 3) Parcel 155 -195- 000010 — This property is described as Carlisle Village 5th Addition Outlot A and is recommended for conveyance to the City. The conveyance is recommended as the outlot is a storm water facility which is currently managed by the City and requires continued maintenance for stormwater purpose only and has no potential for private development or use. 4) Parcel 155- 054- 001020 — This parcel is recommended for public auction. The legal description is Lot 2, Block 1, Harold Ruff's Addition. 5) Parcel 155 - 500 - 101408 — This parcel is recommended for public auction. This property consists of unplatted land in the Harold Ruff's Addition. 6) Parcel 155 -500- 101412 — This parcel is recommended for public auction. City Council Agenda: 7/25/16 7) Parcel 155- 033 - 001040 — This parcel is recommended for public auction. The legal description is Lot 4, Block 1, Country Club Manor. 8) Parcel 155 -123- 000020 — This parcel is recommended for public auction. The legal description is Rolling Woods, Outlot A. 9) Parcel 155- 163 - 000010 —This parcel is recommended for public auction. The legal description is Timber Ridge 3rd Addition, Outlot A. 10) Parcel 155- 163 - 000020 — This parcel is recommended for public auction. The legal description is Timber Ridge 3rd Addition, Outlot B. 11) Parcel 155- 193 - 001020 — This parcel is recommended for public auction. The legal description is Lot 2, Block 1, Jefferson Commons 3rd Addition. Al. Budget Impact: The City is not required to purchase parcels that can be identified for authorized public uses such as streets. However, there will be some recording costs for conveyance from the state to the city of approximately $275 per parcel. These fees are determined by the State. A2. Staff Workload Impact: Minimal B. ALTERNATIVE ACTIONS: 1. Motion to adopt Resolution 2016 -052 formally establishing authorized public use and approving conveyance of tax forfeited Parcels 155- 159- 000020, 155 -159- 000040, and 155- 195- 000010 the City of Monticello as each of these parcels contain City maintained storm water ponds, and release eight parcels for public auction by Wright County. 2. Motion to deny Resolution 2016 -052 at this time and direct staff to take other action. 3. Motion of other. C. STAFF RECOMMENDATION: City staff recommends Alternative #1. D. SUPPORTING DATA: A. Draft Resolution 2016 -052 B. Letter from Wright County Auditor — tax forfeitures and maps of city tax - forfeit parcels for 2016 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2016-052 FORMALLY RELEASING EIGHT PARCELS FOR PUBLIC AUCTION BY WRIGHT COUNTY AND REQUESTING CONVEYANCE OF THREE PARCELS OF LAND TO THE CITY OF MONTICELLO AND FORMALLY ESTABLISHING PUBLIC USE OF SAID PARCELS WHEREAS, parcels of land in the City of Monticello identified as: PID 155- 054- 001020 PID 155 - 500 - 101408 PID 155 -500- 101412 PID 155- 033 - 001040 PID 155 -123- 000020 PID 155 -163- 000010 PID 155 -163- 000020 PID 155- 193 - 001020 have been forfeited to the State of Minnesota for non - payment of taxes and are being prepared for public auction under MN State Statutes, Chapter 282; and WHEREAS, the City of Monticello has an interest acquiring the parcels of tax forfeited property for the following: PID 155- 159- 000020 — stormwater purposes; maintenance purposes per MN Statutes 282.01, Subdivision l(a)(1) PID 155 -159- 000040 — stormwater purposes; maintenance purposes per MN Statutes 282.01, Subdivision 1 (a)(1) PID 155-195-000010 — stormwater purposes; maintenance purposes per MN Statutes 282.01, Subdivision 1 (a)(1) NOW THEREFORE, BE IT RESOL VED BY THE CITY COUNCIL OF MONTICELL0, MINNESOTA: that parcels 155 -159- 000020, 155- 159- 000040, and 155 -195- 000010 be conveyed to the City of Monticello for authorized public use; and BE IT FURTHER RESOL VED: that the following tax forfeit parcels are approved for sale at public auction: 155- 045- 001020 155 -500- 101408 155 -500- 101412 155- 033 - 001040 155- 123 - 000020 155- 163 - 000010 155 -163- 000020 155- 193 - 001020 Lot 2, Block 1, Harold Ruff's Addition Unplatted land, Harold Ruff's Addition Unplatted land Lot 4, Block 1, Country Club Manor Outlot A, Rolling Woods Outlot A, Timber Ridge 3rd Addition Outlot B, Timber Ridgfe 3rd Addition Lot 2, Block 1, Jefferson Commons 3rd Addition ADOPTED BY the Monticello City Council this 25th day of July, 2016. CITY OF MONTICELLO Brian Stumpf, Mayor ATTEST: Jeff O'Neill, City Administrator CERTIFICATION STATE OF MINNESOTA COUNTY OF WRIGHT I hereby certify that the foregoing is a true and correct copy of Resolution 2016- duly passed, adopted and approved by the Monticello City Council at their scheduled meeting on July 25, 2016, and recorded in minutes of said meeting. Notary Public: Date: (STAI Jennifer Schreiber, City Clerk JNsY o� Robert HiNala Wright County AuditorlTreasurer Wright County Government Center 10 2nd Street NW, Room 230 Buffalo, MN 55313 -1193 Phone: 763 - 682 -7579 Fax: 763- 682 -7873 Email: bob.hiivala @co.wright.mn.us June 27th 2016 Enclosed is a parcel listing of non - conservation land located in your city/township. The parcel(s) described in the listing forfeited to the State of Minnesota for non'- o" t of property taxes. As required under M.S. 282.01, we request that you approve the parcel(s) for public auction or auction to adjacent owners or request a conveyance to your city /township for public use. We require a certified copy of the City Council Resolution authorizing any action taken to be mailed to this office. Special assessments that were levied before the forfeiture do not need to be certified to this office. They were canceled at forfeiture and will be paid from the sale price. Special assessments that are levied after the forfeiture should be certified to this office. They will be added to the appraised value and paid from the sale price. P: "—szd be advised that, if the City Council fails to i- espond wit Larn sixty (60) days of t le dare of this letter, the classification and sale will be deemed to be approved. If you have any questions, please feel free to contact me at (763) 682 -7579. Please note that our goal is to try to have a tax forfeiture auction in 2N6, so if at all possible if you could return these to us quicker than the 60 days we would be greatly appreciative. Sincerely, ilk �. Robert ,ff IHliivala Wright County Auditor /Treasurer P,ri a, ,, Beacon T Wright County, MN Parcel ID 155159000020 Alternate ID n/a Sec/Twp /Rng 18- 121 -024 Class 206- RES 1 -3 UNITS Property Address Acreage n/a District Brief Tax Description Date created: 6/24/2016 n/a Sect -18 Twp -121 Range -024 SUNSET PO NDS OUTLOT B (Note: Not to be used on legal documents) �� Developed by Schneider The Schneider Corporation Overview fi..v Legend Roads CSAHCL — CTYCL MUNICL — PRIVATECL --- TWPCL Highways _ Interstate State Hwy US Hwy City/Township Limits D c t 0 Parcels Owner Address CENTRAL BANK 2270 FRONTAGE RD W STILLWATER, MN 55082 �� Beacon TM Wright County, MN Parcel ID 155159000040 Alternate ID n/a Sec/Twp /Rng 18- 121 -024 Class 206- RES 1 -3 UNITS Property Address Acreage n/a District Brief Tax Description Date created: 6/24/2016 n/a Sect -18 Twp -121 Range -024 SUNSET PONDS OUTLOT D (Note; Not to be used on legal documents) Qq* Developed by Schneider The Schneider Corporation Overview Legend Roads -- CSAHCL CTYCL MUNICL z PRIVATECL --- TWPCL Highways — Interstate State Hwy US Hwy City/Township Limits c t Parcels Owner Address CENTRAL BANK 2270 FRONTAGE RD W STILLWATER, MN 55082 rr f,,Beacon Wright County, MN Overview i Legend Roads — CSAHCL -- CTYCL MUNICL PRIVATECL -° TWPCL Highways Interstate State Hwy - US Hwy City/Township Limits c El t 01 Parcels Parcel ID 155195000010 Alternate ID n/a Owner Address CENTRAL BANK Sec/Twp /Rng 19- 121 -024 Class 206- RES 1 -3 UNITS 2270 FRONTAGE RD W Property Address Acreage n/a STILLWATER, MN 55082 District n/a Brief Tax Description Sect -19 Twp -121 Range -024 CARLISLE VILLAGE 5TH ADDN OUTLOTA (Note: Not to be used on legal documents) Date created: 6/24/2016 & Developed by Schneider The Schneider Corporation iK ,- ,i acon Wright County, MN +1i5501� —.- ` t ,x t ,® �1555t3fl10,1�1Q0� ,•?� 1,55.t�53 3J fr f k. � � �♦ i +� Sf v �. i� , fi .> 0 a OCs ' 'S5p�4Q01L020 Ix Vj 1'5556010`1;4,02, 155033 ,�.1r 1.5550010,141,8 5�` ,• r �' >>. s : , • �, 155139 155t?339{?001110 ' ly: �► 295 Overview ' F Legend Roads — CSAHCL — CTYCL — MUNICL -- PRIVATECL TWPCL Highways Interstate State Hwy US Hwy City/Township Limits 0 c t 0 Parcels Parcel ID 155054001020 Alternate ID n/a Owner Address STATE OF MN TAX FORFEITURE Sec/Twp /Rng 10-121 -025 Class 983 - COUNTY ADMINISTERED %WRIGHTCTYAUD -TREAS Property Address Acreage n/a 10 2ND ST NW #230 BUFFALO, MN 55313 District n/a Brief Tax Description Sect -10 Twp -121 Range -025 HAROLD RUFF'S ADDN Lot -002 Block -001 (Note: Not to be used on legal documents) Date created: 6/24/2016 Developed by Schneider The Schneider Corporation solct (Dw- - � Aft i<R. �a Ort�; Wright County, MN ' 1155414 GOLF CQU,RSE RW —°— 155(l53 - ; L, Ahm Ai- --•moo x .r I< i y �"Y � :1•'555049 01402`. 55033 1g555U�01`41_418 155Q3`9 _— - -T 29S 1r55 i 39 ft , . ' 1 �� �� '� �' � Overview r f I ' j Legend Roads — CSAHCL CTYCL MUNICL P R IVATEC L TWPCL Highways Interstate State Hwy US Hwy City/Township Limits 11 c 0 t 0 Parcels Parcel ID 155500101408 Alternate ID n/a Owner Address STATE OF MN TAX FORFEITURE Sec/Twp /Rng 10- 121 -025 Class 983 - COUNTY ADMINISTERED %WRIGHT CTY AUD-TREAS Property Address Acreage n/a 10 2ND ST NW #230 BUFFALO, MN 55313 District n/a Brief Tax Description Sect -10 Twp -121 Range -025 UNPLATTED LAND MONTICELLO1TH PRTOFSEI /4 NE1 /4TH LIES 1) ELY OF E LN OF COUNTRY CLUB MANOR AS MON 2) WLY OF CTRLN OF ELM ST 3) SLY OF SLY LN OF BLK1 GRIEFNOW ADDN AS MON &ITS WLY &ELY EXTS & 4) WLY & SLY OF W & S LNS OF HAROLD RUFF'S ADDN LY NLY OF WLY EXT OF S LN OF HAROLD RUFF'S ADDN (Note: Not to be used on legal documents) Date created: 6/24/2016 Developed by Schneider The Schneider Corporation COA,YY� Se., -4 �oF�cf�fi' c,� _ `�1�. -i S P C A-IV- � (DoI �c'�. K zrr' Beac' on Wright County, MN Overview �Jl Legend Roads CSAHCL CTYC L MUNICL °- P R IVATEC L -- TWPCL Highways g Interstate State Hwy US Hwy City/Township Limits c pt 0 Parcels Parcel ID 155500101412 Alternate ID n/a Owner Address STATE OF MN TAX FORFEITURE Sec/Twp /Rng 10-121 -025 Class 983 - COUNTY ADMINISTERED %WRIGHT CTY AUD-TREAS Property Address 601 ELM ST Acreage n/a 10 2ND ST NW #230 M 0 NTICELL0 BUFFALO, MN 55313 District n/a Brief Tax Description Sect- 10Twp- 121 Range -025 UNPLATTED LAND MONTICELLO1 REV DES NO 6 BK146DDS PG215 (Note: Not to be used on iegai documents) Date created: 6/24/2016 Developed by Schneider The Schneider Corporation f%,,,Beacon TM Wright County, MN Overview Legend Roads — CSAHCL CTYCL MUNICL P RIVATEC L TWPCL Highways Interstate State Hwy US Hwy City/Township Limits . c t Parcels Parcel ID 155033001040 Alternate ID n/a Owner Address WEISS,RISHIAS Sec/Twp /Rng 10- 121 -025 Class 201- RESIDENTIAL 7 FAIRWAY DR Property Address 7 FAIRWAY DR Acreage n/a MONTICELLO, MN 55362 MONTICELLO District n/a Brief Tax Description Sect -10Twp -121 Range -025 COUNTRY CLUB MANOR Lot -004 Block -001 (Note: Not to be used on legal documents) Date created: 6/24/2016 Developed by Schneider The Schneider Corporation 7 f4.,Beacon' Wright County, MN Parcel ID 155123000020 Alternate ID n/a Sec/Twp /Rng 19- 121 -024 Class 206 - RES 1 -3 UNITS Property Address Acreage n/a District Brief Tax Description Date created: 6/24/2016 n/a Sect- 19 Twp- 121 Range -024 ROLLING WOODS OUTLOTA (Note: Not to be used on legal documents) 1" Developed by Schneider The Schneider Corporation Overview V, Legend Roads — CSAHCL — CTYC L — MUNICL — PRIVATECL — TWPCL Highways — Interstate -- State Hwy — US Hwy City/Township Limits 0 c F1't Parcels Owner Address G P LAND CORP PO BOX 177 WAH KO N, MN 56386 C ���h ,r Beacon Wright Count MN g Y, Overview r. r Legend Roads CSAHCL CTYCL MUNICL PRIVATECL - TWPCL Highways Interstate State Hwy -- US Hwy City/Township Limits c t Parcels Parcel ID 155163000010 Alternate ID n/a Owner Address TIMBER RIDGE 3RDADD TWNHM ASSO Sec/Twp /Rng 04- 121 -025 Class 970 -Tax Exempt Miscellaneous(Coun %MICHAELSCHNEIDER Property Address Acreage n/a 449135TH AVE SE FOLEY, MN 56329 District n/a Brief Tax Description Sect -04Twp -121 Range -025 TIMBER RIDGE 3RD ADDN OUTLOTA (COMMON ELEMENT) (Note: Not to be used on legal documents) Date created: 6/24/2016 kq$ Developed by Schneider The Schneider Corporation ��n ;."TBeacon-IM Wright County, MN • • / ���, :�1., �t`�`.. Rjt{ '.,'� �'"+, f J Oct z 2131OOU °41130 -� - �� '1551r82 01C1r— , 4 .«,# r , PRAIRIE R lot IV 213042k 4 M 213100043100 j7 ' a 2131000. 000441'U�1 ' 21314200''° 295 ft Overview Legend Roads CSAHCL CTYC L -- MUNICL -- PRIVATECL -� TWPCL Highways Interstate State Hwy US Hwy City/Township Limits c 0t 0 Parcels rarcei w 1Z)_')10- JUUUULU Hrternate w n/a Owner Address TIMBER RIDGE 3RDADD TWNHM ASSO Sec/Twp /Rng 04 -121 -025 Class 970 -Tax Exempt Miscellaneous(Coun %MICHAELSCHNEIDER Property Address Acreage n/a 449135TH AVE SE FOLEY, MN 56329 District n/a Brief Tax Description Sect -04Twp -121 Range -025 TIMBER RIDGE 3RDADDN OUTLOT B (COMMON ELEMENT) (Note: Not to be used on legal documents) Date created: 6/24/2016 Developed by Schneider The Schneider Corporation �� L `i is f, _ Wright County, MN -.f t ' 1i '� 155'1510000,10, : x Ts 1 "1 1 PAR'! PLrr4CE DR :•`"":551,9300j1P02 1551���,Q1f0,� Q "551,93.001:01 1�551,�4' 1551 4 'i' - - 0 1s'40r 1 c� N 40000'- ��..� 295 ft 1r55a1,64?DQf3o -hn !0' Overview i 7— 6_ Legend Roads —* CSAHCL — CTYCL — MUNICL — PRIVATECL — TWPCL Highways Interstate } State Hwy ~° US Hwy City/Township Limits c 0 t aParcels o4 Very I✓ 1JJ.L70VV1V4V Hiiernate iu nia Owner Address HIGHLAND BANK Sec/Twp/Rng 15- 121 -025 Class 233 -COMM LAND & BLDGS 2100 FORD PKWY Property Address Acreage n/a SAINT PAUL, MN 55116 District n/a Brief Tax Description Sect -15 Twp -121 Range -025 JEFFERSON COMMONS 3RDADDN Lot -002 Block -001 (Note: Not to be used on legal documents) Date created: 6/24/2016 1" Developed by SX —m4ar The Schneider Corporation City Council Agenda: 07/25/16 4B. Consideration of appointing a member and alternate to the Wright County Area Transportation (JO) A. REFERENCE AND BACKGROUND: City Council is asked to appoint a member and an alternate to the Wright County Area Transportation. According to the joint powers agreement: WCAT Board Composition. Each City shall appoint annually a representative to the WCAT Board. Each City may appoint an alternate representative who may act in the place and stead of an absent representative from that Party. Members to the board may be appointed or removed at the pleasure of the Party, with each member serving until their successor is appointed and qualified as provide by each Party. Each member shall serve without compensation, health or medical benefits provided by the WCAT Board. According the document, there is no designation that a City Council member be appointed, however, the Council is given the first choice at membership. The City Administrator will provide support to the Councilmember and serve as the alternate if so desired by Council. B. ALTERNATIVE ACTIONS: 1. Motion to appoint one member to WCAT and appoint City Administrator as alternate. 2. Motion to not appoint a representative. C. STAFF RECOMMENDATION: City Staff recommends Alternative #1. D. SUPPORTING DATA: • None `74 CITY OF Monticdo COUNCIL CONNECTION JULY 25, 2016 COMMUNITY & ECONOMIC DEVELOPMENT Outdoor Recreation Grant Application The City has been informed that its application for FY2017 Outdoor Recreation Grant funds was not selected for award. The grant application was authorized previously by the Council in support of the acquisition of 39.89 acres of "Parcel 2," as well as the remaining 1 acre of "Parcel 1." The DNR Outdoor Rec grant cap is $100,000, which was the amount requested in the City's grant application. In talking with DNR representatives previously regarding the grant application, the representative indicated that the City's application was not selected due to number of applications received for the amount of grant funds available, and the funding priorities related to improving accessibility and /or refurbishing existing parks. The Bertram Chain of Lakes Advisory Council has been made aware of the result of application and recommended during its July meeting that the City and County consider acquisition of the parcel in 2016 or 2017 without the grant funding. BCOL Land Division Request As approved by the Council on July 11th, the City has submitted an application to the MOAA Board for a variance for parcel division for the 27 -acre area of the bio- solids property approved for incorporation into the BCOL Athletic Park. If the application is determined to be complete, the hearing will occur on August 101h at the MOAA. CITY OF Montkeflo COUNCIL CONNECTION JUNE, 2016 9]►V ` +I Transactions June 2016, the DMV processed 6,093 transactions 522 less than June 2015. DMV year -to date revenue is $290,156.32 a decrease of $1,359.64 or -.5 % over the same period last year. Please see the following graphs for more detail. $350,000 $300,000 $250,000 $200,000 $150,000 $100,000 $50,000 DMV Year -to -Date Revenue Comparison June 2011 June 2012 June 2013 June 2014 June 2015 June 2016 `74 CITY OF - Monticello COUNCIL CONNECTION JULY 25, 2016 ECONOMIC DEVELOPMENT Otter Creek Business Park Covenant Amendment/Alteration The EDA directed staff to research the possibility of altering the restrictive protective covenants in Otter Creek Business Park to allow a small amount of outside storage as an accessory use. There has been a recent inquiry from a local firm that needs a small amount of outside storage as a component in a prospective new building project. The feedback from the EDA is to move to the next steps process of discussing the possible changes to the covenants with the current businesses located in the Otter Creek Park and to also complete a design illustration that shows examples of storage on a lot and how it relates to the principal building and lot setbacks, etc. Staff expects to continue this process and present additional information to the EDA at the August 10, 2016 meeting. The protective covenants were recently amended as part of the Dahlheimer project to allow loading docks to face a public street (Dalton Way south of Dahlheimer) since their expansion results in their property becoming a double fronted tract of land (public streets on opposite ends of their property). The amendment was approved by the City Council at the May 23rd Council meeting. The one and only private property owner (Walker In- Store) involved in the recorded covenant also consented to the amendment. July 8, 2016 — Meeting and tour of Otter Creek Business Park with Brian Beeman, IAG Commercial Real Estate July 14, 2016 - Tour of IRET Apartment Building; Opportunity to meet Paul R., project manager July 15, 2016 — Meeting with Todd Meyhoff, Brunton Architects & Engineers `74 CITYiOF Monto COUNCIL CONNECTION JULY 25, 2016 Finance Department Bio- Solids Land Value The current Bio - Solids land site was purchased on March 7, 1996. The purchase included 158 acres of land as well as buildings. The total purchase was for $525,000, with $467,250 allocated to the cost of the land and $57,750 allocated to the cost of the buildings. Because purchase price indicates a basis for the land of $2,957.28/acre, the cost to be assigned to the 27 acres that is to be converted to parks use would be $79,846.56. Please see pages 1 -7 of the attached for details relating to the purchase. Pages 8 -9 of the attached also include information on the current 2016 assessed value of the land and buildings split out by land type as well as the sales detail of the parcel to date. The land value is a total of $894,500 while the buildings value total $114,100. The grand total for the value of this parcel is $1,008,600. Key ID Master 1 Tag Description Class Type Master Tag Component Unit Department INVENTORY WORKSHEET [Purchase Value = $5000 and greater] Notes Other automatic - please write in number assigned mandatory (base word)/ (description) mandatory see TABLE A mandatory see TABLE B mandatory seeTABLEC see TABLE D Serial Nr THIS SECTION TO BE COMPLETED BY FINANCE DEPT VIN for vehicle Manufacturer /Make Start Date Model mm /01 /yyyy Est Life Model Year mandatory mm /dd /yyyy Maint. Review Date mandatory (straight line) Warranty Exp. Date $ mm /dd /yyyy License Nr mandatory mm /31 /yyyy Vehicle ID $ Accum Deprec mandatory Location of Tag Disposal Condition � "I q> % mandatory see TABLE E Employee Assigned Disposal Reason Last Name /Initial Replacement Year Disposal Type Owning Fund see TABLE O see TABLE I Declared Surplus see. TABLE M Y/N Location - Master 2 InaMOn Foam C C4y� OblahQA om ut+`� a (aa o1 60bwvt0>) Site E°_ tti ?0! t-- C A l�rQdt see TABLE F Building d' fA see TABLE G Room cap assets entry iorm.xls: 1/15/2004 see TABLE H Section No ASLA Parcel ID al IOo- 0511AO0 xxx- xxx - xxxxxx Project Code refer to Finance list Acquisition Type Acq Date Quantity Units of Measure Vendor Code Fund of Purchase Source of Funds Fix U I\? mandatory seeTABLEJ 03 X67 14� mandatory mm /dd /yyyy 1 _ _ see TABLE K au 7, 7SO see TABLE L cost VQ.� 901y,.Q-y , 0.Gv�d Depreciation THIS SECTION TO BE COMPLETED BY FINANCE DEPT Start Date mandatory mm /01 /yyyy Est Life mandatory Deprec. Method mandatory (straight line) $ Salvage Value Date of Last Depr mandatory mm /31 /yyyy $ Accum Deprec mandatory Disposal THIS SECTION TO BE COMPLETED BY FINANCE DEPT Disposal Reason see TABLE N Disposal Type see TABLE O Narrative (Include special notes here) gtmw�S, see. TABLE M Code Notes InaMOn Foam C C4y� OblahQA om ut+`� a (aa o1 60bwvt0>) Ito 45 Ja e2 3 of tv E C A l�rQdt �6 J V e�(� C. k cap assets entry iorm.xls: 1/15/2004 No ASLA PURCHASE AGREEMENT f/Ir co p Y THIS AGREEMENT is made as of March 7, 1996, between Kenneth Bohanon and Carol Bohanon, husband and wife ( "Sellers "), and City of Monticello, a Minnesota municipal corporation ( "Buyer "). In consideration of this Agreement, Sellers and Buyer agree as follows: 1. Sale of Property, Sellers agree to sell to Buyer, and Buyer agrees to buy from Sellers, the following property (collectively, "Property"): a. &al Property, The real property located in Wright County, 2 pole /machine sheds, as described on attached Exhibit A ( "Land ") together with (1) that part of the residential building ( "Building") irrigation wells, electrical and heating systems and improvements constructed or located on the Land, and (2) all easements and rights benefiting or appurtenant to the Land (collectively the "Real Property"). b. Leases. Sellers interests as lessor in the leases described on the attached Exhibit B ( "Leases "). C. _CQatracts. Sellers interests in the service and maintenance contracts, equipment leases and other contracts regarding the Real Property, if any ( "Contracts "). 2. Purchase Price and Manner of Payment. The total purchase price ( "Purchase Price ") to be paid by Buyer to Sellers for the Property shall be Five Hundred Twenty -five Thousand and 00 /100 ($525,000.00) Dollars payable to Sellers in the manner hereinafter provided: — - a. The sum of $5,000.00 in earnest money, the receipt of which is hereby acknowledged. b. The sum of $70,000.00 by certified or cashier's check on the date of closing. C. The balance of Four Hundred Fifty Thousand and 00/100 ($450,000.00) Dollars without interest by Contract for Deed in a manner and form substantially similar to Exhibit C which shall contain terms of payment as follows. 1) The sum of Two Hundred Twenty -five Thousand and 00/100 ($225,000.00) Dollars payable at the earlier of the occurrence of one of the following events: support a claim or cause of action under RCRA, CERCLA, or any other federal, state or local environmental statutes, regulations, ordinances or other environmental regulatory requirements, including without limitation, the Minnesota Environmental Response and Liability Act, Minn. Stat. 115B ( "MERLA ") and the Minnesota Petroleum Tank Release Cleanup Act, Minn, Stat. 115C. No part of the Property is a "Wetland" to the best knowledge of Sellers, as defined by law. Sellers have disclosed to Buyer all environmental reports and studies with respect to the Property which are in Sellers possession. h• Eiiahta of Others t H Pro rr,S. Sellers have not entered into any other contracts for the sale of the Property, nor are there any rights of first refusal or options to purchase the Property or any other rights of others that might prevent the consummation of this Agreement. L Sellera D fa ,1 s. Sellers are not in default concerning any of its obligations or liabilities regarding the Real Property. j. Use of Real Prop . To the best knowledge of Sellers, the Real Property is usable for its current uses without violating any federal, state, local or other governmental building, zoning, health, safety, platting, subdivision or other law, ordinance or regulation, or any applicable private restriction, and such use is a legal conforming use. k. P Dg Alin a. There is no action, litigation, investigation, condemnation or proceeding of any kind pending or threatened against Sellers or any portion of the Property. 1. Agenta and mnlo�. No management agents or other personnel employed in connection with the operation of the Property have the right to continue such employment after the Closing Date. There are no claims for brokerage commission or other payments with respect to the existing Property. m.`Cdn ition To the best knowledge of Sellers, the buildings, structures d improvements included within the Property are structurally sound and in good repair and all mechanical, electrical, heating, air conditioning, drainage, sewer, water and plumbing systems are in proper working order. This excludes the heating and air conditioning system located in the older storage building. Buyer does not warrant that these units are in satisfactory operating condition. -10- I M M(QBT (W) 'x®121 -1 N, - R.25W. ` 02001 Cloud Cnrtogn phlcs, lac. 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J _ Inc - w x'rny Maple °hv 5p, ^'I una I.rcmv Dan+.rlerry'e Gold Nugget D"I I &Judy ]sa 3 °ILKrymorod water, &sherry Greenherser y'I 4 p 495 I]evelopment Erb NCLson �y ° K--ffi Cerro Nnrk Shull 1022 1 9 Sr Rita 4U va 8U oa Id e n , ,� � 80 l c 0'6r 602 K Ifl Ltd n ° ° flCllh vi r; ]00 San M^ ^a Pem .1 "Hal 2 Staloch e ° °_ ° 11 e pbe, Oa IILlt `'ii r % d 765 ^ 0 Ile o ran.^ '10 z ^" shone h A Ile ,ry , o LLC \_T IVOrfII w yr u.l 812 y� Lnkc , 1 + o ° ° 1U5 _ 1 aJ j° lneen& Y IlCllluua y a h^n 0+k+n 0 `5 y yn Aeorn Lr41�� 3: ^, Susan ud e Knrn David Praukll 117 ^ y nop3 a'a &NI b l o UUrn Nanaford 60 damn Koch TI " JErvly in ' L DC 3a] Kal.yn 595 138.4 r "" ,. 40 150 1169 0o11na ram re Y,/ ore, av IY 9r.1 p 811 3 so ( m a - �. s 10A' N Ss �3 J l4. Mon Norbert' 80.4 kl`�;a.; 1052 x, Gary rez�° f `` /�t &Gloria Cedar � &Matlols � � vd� m 1119 IK Mary r Pon II lyl K sury y ` ia $be '. pl1 r VV. ..evil ) anc 159.9 Mit . o a r � nr Uavld - r 1 I m : "` ^ % , r & c I' ,•r o ur Nesseth 270 a rh, rw 160 CuJ zl 35.4 CC t 1613 1 n NI k T�9 r 81.1 131 1' 6 80 ,10 Ddnit.l /' L48 area L y - '' k 1956 e l r r r T✓ Theodore alr &i I � ?�� I ! U g Rz Kathleen > cmad Family '' rs ra I es $ 177 5 I muku" burr llotker & CJ Fiolker r V I I ` fA 1& II bard 1 J Y xr tlU 69 II H°IH K I Ch w� dS 2� &UennUel km�r 160 39 �� 13!nrkl Plot LP P Isn %f,L �6 2 Ia ° I.rk 97 28.5 28 Robert ln„'Li t19 K rll . c rn°„ Pelican ry1 `a 65 r. a tr a 79 &loan Rogcl d n lk r cy,d rc 1 K hry y a 3[L'lY0! IY 1 +} Chkllles 111 ,Ir r\ 5 Wrlylrt Y ak urmry r Mm a a Klntl `'s'„ teresn _ wi3 31 -army Superior 6D r 2 It 11 j 125a Klatt l A� 60) v -' FCR J v' ! a % 185 eckar `rJ _ Landfill ^ ,3t 1 .i 7 ���� iy AA 3 l akc ra,.° r 309.6 75 nn Y 992 t Dort Nola j Joe,, Flolthaus` - 1 /� _ r Klm ty '1125 el o Bryan& 1(i0 - 9U 1175 1072 Rebertsu�i, -ar ^rte ��u " ".'�161� 30 00 See Puae 36 4000 8 5 a00�i 60001 Wright County v Property Search v Page 1 of 1 Home >> Property, Environment & Parks » Pro igly >> Properly Scorch a Results List» Parcel Data Property Search View Parcel Parcel Data The property information database is updated daily. Last apdated:7 13112008 Parcel Dntn Property ID: 213 - 100 - 081400 Tax Year: 2008 A✓�mfl -� VN 13::a1a Property Address: Municipality: TOWN OF MONTICELLO 1645 COUNTY ROAD 39 NE School Dist : 0882- SD 0882 MONTICELLO MONTICELLO MN 55362 Owner Name: Taxpayer Name & Address: CITY OF MONTICELLO CITY OF MONTICELLO 505 WALNUT ST STE 1 MONTICELLO MN 55362 Lot: Section: 08 Plat Name: Block Township: 121 UNPLATTED LAND Range: 025 Deeded Acre: 158 Legal Description: S1 /2 OF NE1 /4 &Nl /2 OF SEI /4 EX TR DES ON DOC 553890 Note: Legal descriptions here are for tax purposes roily. Do not use them for recording purposes. New Search :: Parcel Data . `fax Summary :: Tax Statement :: Assessment .: Appraisal :: Sales Detail:: Pay_ Taxes As a public service Wright Couilly is providing access to information maintained by Wright County for individual parcels of property. This information . is to be used for reference purposes only. Although reasonable efforts are taken to publish the most current property information, Wright County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretations. HOME PAGE I YOUR C & CERTIFICATES I HEALTH FINANCIAL& SOCIAL SERVICES I PUBLIC SAFETY, LAW & LEGAL I LICENSES NMENT & PARKS I HIGHWAY MANAGEMENT & TRANSPORTATION I $ALARY DATA http: / /www. co.wright.mn.us /dep artmentlaudtreaslproptax /results. asp ?pid = 213100081400 &... 7/31/2008 Wright County >> Property Search >> WF � ry, I've, 7-, Home, v ,Property Environment & Parks)) Property » Proper Se „azch» Results List» Assessment Summary Property Search View Parcel Assessment Summary Page 1 of 1 The property information database is updated daily. Last updated 8 /8/2008 `; t : Assessment , t Property ID: 213- 100 - 081400 Tax Year: 2008 Values 3 4 Estimated Land Market 1,170,700 72,000 Estimated Building Market 25,700 72,900 Estimated Machinery Market Excluded Market Total Estimated Market 1,196,400 144,900 Land Limited 900,500 Building Limited 19,800 Total Limited 920,300 Classifications Property Type AGRICULTURAL RESIDENTIAL Homestead Status NON - IIOMESTEAD IIOMESTEAD Exempt Status Not Exempt Not Exempt New Search :: Parcel Data:: Tax Summary :: Tax Statement :: Assessment:: Appraisal, :: _S_ales Detail :: Pay Taxes As a public service Wright County is providing access to information maintained by Wright County for individual parcels of property. This information is to be used for reference purposes only. Although reasonable efforts are taken to publish the most current property information, Wright County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretations. I _LICENSES Contael the Webmaster http: / /www.co. wright. mn. us/ departmentlaudtreas 1proptaxlresults. asp ?pid = 213100081400 &s... 8/8/2008 CivXplorer Report Page 1 of 1 ro"W", Wright County Parcels Information Report Parcel Tax ID: 213100081400 Property House Number: 1645 Property Full Street Name: COUNTY ROAD 39 NE Taxpayer Name (last name first): CITY OF MONTICELLO This map is neither a legally recorded map nor a survey and is not Intended to be used as one. This map is a compilation of records, information and data located in various city, county, state and ederal offices and other sources regarding the area shown, and is to be used for reference purposes only. Property Tax Data View Property Tax Info Parcel Tax ID 2131000 81400 Taxpayer Name (last name first) CITY OF MONTICELLO Taxpayer Name CITY OF MONTICELLO Taxpayer Name 2 Taxpayer House Number 505 Taxpayer Street WALNUT Taxpayer Street Address 505 WALNUT ST STE 1 Taxpayer Street Address 2 Taxpayer Street Address 3 Taxpayer Address City MONTICELLO Taxpayer Address State MN Taxpayer Address Zipcode 55362 Taxpayer Address Zip4 Property House Number 1645 Property House Number Suffix Property Street Name COUNTY ROAD 39 Property Street Type Property Street Directional NE Property Unit Property City MONTICELLO Property Zipcode 55362 Property 'Z1p4 Property Full Street Name COUNTY ROAD 39 NE Tax Year 2009 Tax Capacity 0 Market Value Land 1245700 Market Value Building 97200 undefined undefined Municipal Number 213 http:/ /l 56.99.28.84 /website /cxfre -/j avaseript /exPrintSingleReport.htm 8/8/2008 Page 1 of 1 Property Tax Search/ Payments The property information database is updated daily. Lastupdaled:7 11412016 3:00 AM assessment 10=ffzzml� Property ID: 213 -100- 081400 Tax Year: 2016 N Values Classifleafion Estimated Estimated Estimated Tofal # Laat Building Mnh ery Excluded Estimated Land Building Total property Type Homestead Exempt Market Limited Limited Limited Status Status Market Market Market Market 1 844,500 40,500 �� 885,000 0 0 AGRICOLTORAL HOM STEAD Exempt 2 5f oo0 73,600 0 0 123,600 0 0 0 EXEMPT LENFRC1 IRE,ADM HOMESTEAD New Search :: parcel Data:: Tax Summary :: Tax Statements :: Assessment:: Appraisal :: Sales Detail :: I ?au Taxes As a public service Wright County is providing access to information maintained by Wright County for individual parcels of property. This information is to be used for reference purposes only. Although reasonable efforts are taken to publish the most current property information, Wright County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretations. httpsA/ intranet2 .co.wright.mn.uslproptax2 /results. asp ?pid = 213100081400 &stype = assess &... 7/14/2016 Page 1 of 1 I rr M, INN ESOT i Property tax Search/ Payments The property information database is updated daily. Last updatcd:7 /14/2016 3:00 AM E : Srsl€ s detail Property ID: 213 - 100 - 081400 Tax Year: 2016 v Sale Date Qual Multi- Sale Adj Sale Buyer Seller Parcel Price Price 3/27/1997 ❑ No 6,000 6,000 CITY OF YOUNG YAO O G MEN'S CHRISTIAN 4/2/1996 U❑ No 525,000 525,000 CITY BOHANON, KENNETH VI ICELLO ONTO 4/2/1996 ❑ No 518,600 518,600 BOI NON KENNETH MONTO ICELLO New Search:: Parcel Data:: Tax Swnmary :: Tax Statements :: Assessment:: Appraisal:: Sales Detail:: Pay'Taxes As a public service Wright County is providing access to information maintained by Wright County for individual parcels of property. This information is to be used for reference purposes only. Although reasonable efforts are taken to publish the most current property information, Wright County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretations. https:// intranet2 .co.wright.nm.uslproptax2 /results. asp ?pid = 213100081400 &stype = sales &ta... 7/14/2016 `74 CITY OF Monticdo COUNCIL CONNECTION JULY 25, 2016 Finance Department and Community Center Negative interest earnings In the 2015 CAFR, the Community Center fund showed $1,544 of negative investment earnings. The Community Center fund had an overall negative monthly cash and investments balance from January through June of 2015, which is the main cause of the negative investment earnings. The negative cash and investments balance was due to bond payments made in January, while the first half tax settlement did not come in until June. Now that the 2008A HRA bond is paid off, this occurrence is less likely to happen in the future. CITY OF Monticdo COUNCIL CONNECTION JULY 25, 2016 PARKS DEPARTMENT Staff is working on the following tasks listed below: • Chipping requests • Cemetery; selling and locating graves • Locating Riverside grave lot pins • Equipment /vehicle repairs • Park rental setups • Routine building maintenance • Fertilizing • Aerating • Ballfield maintenance • Spraying noxious weeds • Shade tree inspections • River -fest Cleanup • Irrigation repairs • Mowing • Fish pier maintenance with high water Updates Par West Park: Staff will start the work on Par West playground next week. MCC Repairs: Staff completed the repairs to the city council chambers. BCOL: Staff has killed off weeds for the twenty acres of the athletic complex, and staff will be out brushing field edge for construction limits. Council Connection — 7/25/16 STREET DEPARTMENT Shop: The shop has been busy doing normal maintenance on equipment and vehicles with other repairs as listed: • Due to how busy we are, I have had to take our shop mechanic out of the shop to help with blacktop repairs. Streets: • Sign repairs in various areas • Street light and stop light repairs • Blacktop repairs in the areas of our 2016 chip seal project: Hunter's Crossing, River Forest, River Mill, Sandberg Rd., and Fallon Ave. • Patching curb on Broadway • Rebuilding catch basins in the River Forest area Storm Water Ponds • Storm water outfall inspections SEWER AND WATER DEPARTMENT The Sewer & Water Department has been working on the following tasks: • Cleaning the large sanitary sewer interceptor line from Elm Street/ Th Street to the WWTP ( total of 1.9 miles, 1/2 done). • Painting fire hydrants in the Southwestern quadrant. • Installing Neptune radio readers on water meters in the Meadow Oaks area. That route has over 300 accounts and there are 58 accounts left. • Locating and inspecting core city project. • Equipment, building, and vehicle maintenance. • Working with residential and commercial accounts with high, low, and stuck water meters.