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City Council Agenda Packet 01-25-2021
AGENDA REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, January 25, 2021— 6:30 p.m. Mississippi Room, Monticello Community Center CITY COUNCIL WORKSHOP Monticello Community Center 5 p.m. Discuss Interview Process for City Council Candidates 5:30 p.m. CLOSED MEETING — Discuss Offer for City Property. PID 155-176-001020 (Jefferson Commons 1St Addition, Lot 2, Block 1) Authorized by Minnesota Statute 13D.05, Subd. 3 Mayor: Lloyd Hilgart Council Members: Jim Davidson, Charlotte Gabler, Sam Murdoff 1. General Business A. Call to Order & Pledge of Allegiance B. Approval of Agenda — Councilmembers or the City Administrator may add items to the agenda for discussion purposes or approval. The City Council may or may not take official action on items added to the agenda. C. Approval of Meeting Minutes • Regular Meeting Minutes from January 11, 2021 D. Citizen Comments — Individuals may address the City Council about any item not contained on the agenda. Each speaker will be allotted three minutes with a maximum of five speakers. The Mayor may allow for additional time and/or speakers. The City Council generally takes no official action of items discussed, except for referral to staff for future report. E. Public Service Announcements/Updates F. Council Liaison Updates • EDA • MOAA • 1-94 Coalition G. Department Updates • City Administrator Update • DMV Update • Hi -Way Liquors Update 2. Consent Agenda — All items listed on the Consent Agenda are considered standard or may not need discussion prior to approval. These items are acted upon by one motion unless a councilmember, the city administrator, or a citizen requests the item by removed from consent for additional discussion. 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 approving a one-year contract for Server Care & Backup Disaster Recovery with Arvig Consideration of renewing membership in the 1-94 West Corridor Coalition for 2021 in the amount of $8,598.50 Consideration of appointing Michael Mossey to a two-year term (2021-2022) as Monticello Fire Chief as recommended by fire department personnel and appointing him as a representative to the Fire Relief Board of Trustees G. Consideration of approving the assignment of the Rivertown Suites Planned Unit Development and Development Agreement H. Consideration of approving an amendment to the Assessment Policy as related to Development and Deferred Assessment Consideration of approving Resolution 2021-08 approving and adopting an Assessment Agreement for Edmonson Ridge 2A. Consideration of items removed from the consent agenda for discussion 3. Public Hearings A. PUBLIC HEARING: Consideration of adopting Resolution 2021-09 approving vacation of a portion of drainage and utility easements as legally described for Otter Creek Crossings 51h and 61h Addition. Applicant: John Chadwick 4. Regular Agenda A. Consideration of adopting Resolution 2021-10 approving a preliminary and final plat and development contract for the Nuss Truck and Equipment Addition, adopting Resolution 2021-11 and Ordinance No. 754 for rezoning to Nuss Truck and Equipment Planned Unit Development, and adopting Resolution 2021-12 approving the development and final stage planned unit development 5. Added Items 6. Adjournment REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, January 11, 2021— 6:30 p.m. Mississippi Room, Monticello Community Center Present: Lloyd Hilgart, Jim Davidson, Charlotte Gabler, and Sam Murdoff Absent: None 1. General Business A. Call to Order & Pledge of Allegiance Mayor Hilgart called the meeting to order at 6:30 p.m. B. Approval of Agenda Councilmember Davidson moved approval of the agenda. Councilmember Gabler seconded the motion. Motion carried unanimously. C. Approval of Meeting Minutes • Special Meeting Minutes from December 14, 2020 Councilmember Gabler moved approval of the special meeting minutes of December 14, 2020. Councilmember Davidson seconded the motion. Motion carried unanimously. • Regular Meeting Minutes from December 14, 2020 Councilmember Gabler moved approval of the regular meeting minutes of December 14, 2020. Councilmember Davidson seconded the motion. Motion carried unanimously. • Special Meeting Minutes from December 30, 2020 Councilmember Gabler moved approval of the special meeting minutes of December 30, 2020. Councilmember Davidson seconded the motion. Motion carried unanimously. D. Citizen Comments None. E. Public Services Announcements/Updates • City Holiday Hours for Martin Luther King Jr. day were noted. F. Council Liaison Updates • IEDC — Jim Thares Economic Development Manager, provided an update. The commission approved appointment of Sarah Kortmansky, the 2021 Action Statement, and reviewed the Wright County Covid-19 grant program. • Planning Commission — Angela Schumann, Community Development Director, provided an update of the January 5, 2021 meeting. F. Department Update City Council Minutes January 11, 2021 Page 1 1 3 • City Administrator Update — Rachel Leonard, City Administrator, provided an updated on the following: l.Opening of additional amenities at the Monticello Community Center. 2.There is a vacant seat on the Park, Arts, and Recreation Commission. 3.Midwestem Governors Association Kick-off Summit meeting scheduled for January 13 in regard to assisting communities and workers affected by power plant closures. 2. Consent Agenda: Councilmember Davidson moved approval of the Consent Agenda. Councilmember Gabler 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 $296,218.92. B. Consideration of approving new hires and departures for city departments. Recommendation: Approved termination at Hi -Way Liquors. C. Consideration of approving the sale/disposal of surplus city property. Recommendation: No report this cycle. D. Consideration of approving appointment of Sarah Kortmansky to the Industrial and Economic Committee (IEDC), with a term expiring December 31, 2023. Recommendation: Appointment was approved. E. Consideration of appointing Eric Hagen to the Planning Commission, with a term expiring December 31, 2023. Recommendation: Appointment was approved. F. Consideration of renewing a pawn broker license for 2021 for David Corbin Helm dba Monticello Pawn, Gun, and Bargain Center at 1219 South Highway 25. Recommendation: Approved the pawn license renewal. G. Consideration of adopting Resolution 2020-01 approving a donation from Sherburne State Bank of $100 for Fire Department General Use. Recommendation: Adopted resolution accepting the donation. H. Consideration of approving the voluntary extension of the Federal Families First Coronavirus Response Act (FFCRA) benefits. Approved the extension. I. Consideration of adopting Resolution 2021-02 accepting a petition and calling for a public hearing on January 25, 2021 for vacation of a portion of drainage and utility easements as legally described for Otter Creek Crossings 5th and 01, Addition. Applicant: John Chadwick. Recommendation: Resolution was adopted and public hearing was set for January 25, 2021. J. Consideration of adopting Resolution 2021-03 approving flexibility and temporary waivers of suspensions of fees and ordinances as related to expanded outdoor dining areas and temporary signs. Recommendation: Resolution was adopted and temporary waivers of suspensions were approved. K. Consideration of adopting Ordinance 753 adopting the 2021 Monticello Official Zoning Map. Applicant: City of Monticello. Recommendation: Ordinance 753 was adopted. City Council Minutes January 11, 2021 Page 2 13 L. Consideration of approving a Conditional Use Permit for a Commercial Office Use in the CCD (Central Community District), Walnut & Cedar Sub -District. Applicant: Laestadian Lutheran Church. Recommendation: The Conditional Use Permit was approved, based on findings in said resolution. 3. Public Hearings: 4. Regular Agenda: A. Consideration of annrovina annual designations and Citv Council annointments for 2021 Jennifer Schreiber provided a brief overview. There was minimal City Council discussion. Councilmember Gabler moved approval of the 2021 annual designations and City Council appointments. Councilmember Murdoff seconded the motion. Motion carried unanimously. B. Consideration of adopting Resolution 2021-04 declaring a vacancy on City Council and establishing a procedure for selecting a candidate to fill the vacant seat Jennifer Schreiber provided an overview and noted that staff recommended that Council accept applications for the open seat. There was minimal discussion. Councilmember Gabler moved to adopt Resolution 2021-04 declaring a vacancy on City Council and selected the process of soliciting applications for the open seat. Councilmember Davidson seconded the motion. Motion carried unanimously. 5. Adiournment: By consensus, the meeting was adjourned at 6:46 p.m. Recorder: Jennifer Schreiber Approved: Attest: City Administrator City Council Minutes January 11, 2021 Page 3 1 3 City Council Agenda: 01/25/2021 2A. Consideration of approving payment of bills Prepared by: Meeting Date: ❑ Regular Agenda Item Finance Director 01/11/2021 ® Consent Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to approve the bill and purchase card registers for a total amount of $759,113.34. 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. Budget Impact: N/A II. Staff Workload Impact: No additional work. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of bill and purchase card registers as presented. SUPPORTING DATA • Bill registers and purchase card registers Accounts Payable Computer Check Proof List by Vendor User: Debbie.Davidson Printed: 01/19/2021- 2:20PM Batch: 00201.01.2021 - 201.01.2021 USB Invoice No Description Amount Payment Date Acct Number Moiiii6effo Y Reference Vendor: 4263 CAYAN Check Sequence: 1 ACH Enabled: True 1681704 12/2020 cc machine rental 128.68 12/31/2020 609-49754-424100 1681704 (18,223) Transactions 12/2020 1,956.70 12/31/2020 609-49754-443980 Check Total: 2,085.38 Vendor: 3241 LINCOLN FINANCIAL GROUP Check Sequence: 2 ACH Enabled: True 1/1/2021 Life Insurance - Jan 2021 2,726.63 01/15/2021 101-00000-217066 Check Total: 2,726.63 Vendor: 5415 MII LIFE INSURANCE INC Check Sequence: 3 ACH Enabled: True 39664099 FSA Dependent Care 1,634.40 12/31/2020 101-00000-217200 39664099 FSA Dependent Care 27.47 01/15/2021 101-00000-217200 Check Total: 1,661.87 Vendor: 1593 MN DEPT OF REVENUE - ACH Check Sequence: 4 ACH Enabled: True 1/18/2021 December Waste Tax - General 0.75 01/15/2021 101-43230-443990 1/18/2021 December Sales Tax - General 0.44 01/15/2021 101-41310-443990 1/18/2021 December Sales Tax - General 114.56 01/15/2021 101-00000-208100 1/18/2021 December Waste Tax - General 128.25 01/15/2021 101-00000-208120 1/18/2021 December Sales Tax - MCC 308.42 01/15/2021 226-00000-208100 1/18/2021 December Sales Tax - MCC -0.42 01/15/2021 226-45122-362900 1/18/2021 December Sales Tax - Water 871.10 01/15/2021 601-00000-208100 1/18/2021 December Sales Tax - Water -0.10 01/15/2021 601-00000-362900 1/18/2021 December Sales Tax - Liquor 74,322.66 01/15/2021 609-00000-208100 1/18/2021 December Sales Tax - Liquor 0.34 01/15/2021 609-49750-443990 12/31/2020 MN Dept Revenue - Sales Tax Adjustment 158.28 12/31/2020 101-00000-115030 Check Total: 75,904.28 Vendor: 5147 MN PEIP Check Sequence: 5 ACH Enabled: True 1040413 Health Insurance - Feb 2021 41,008.81 01/15/2021 101-00000-217061 AP -Computer Check Proof List by Vendor (01/19/2021 - 2:20 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference Check Total: 41,008.81 Vendor: 1426 CITY OF MONTICELLO Check Sequence: 6 UB Nov 2020 8528 - Monti -NSP Sftbll Fields 0.00 12/31/2020 101-45203-438200 UB Nov 2020 7256-003 - MontiArts 29.34 12/31/2020 101-45204-438200 UB Nov 2020 8177- Library 73.07 12/31/2020 101-45501-438200 UB Nov 2020 7885 - DMV/Food Shelf 33.12 12/31/2020 217-41990-438200 UB Nov 2020 8533 - spklr Chelsea Rd Lft St 0.00 12/31/2020 602-49490-438200 UB Nov 2020 8117 - MCC 406.05 12/31/2020 226-45126-438200 UB Nov 2020 8674 - spklr - 207 Chelsea Rd 0.00 12/31/2020 601-49440-438200 UB Nov 2020 7224 - WWTP 942.33 12/31/2020 602-49480-438200 UB Nov 2020 15640 - 103 Chelsea Rd- Fire 52.41 12/31/2020 101-42200-438200 UB Nov 2020 8905 - PW Office 15.34 12/31/2020 101-43127-438200 UB Nov 2020 8906 - spklr - PW 0.00 12/31/2020 101-43127-438200 UB Nov 2020 8903 - PW Shop/Clerical 175.70 12/31/2020 101-43127-438200 UB Nov 2020 8907 - spklr - PW 0.00 12/31/2020 101-43127-438200 UB Nov 2020 8904 - PW Vehicle Storage 24.28 12/31/2020 101-43127-438200 UB Nov 2020 5026 - Ellison Park 15.34 12/31/2020 101-45201-438200 UB Nov 2020 8119 - 303 6th St - Parks new 29.34 12/31/2020 101-45201-438200 UB Nov 2020 8086 - 4th St. Warming House 15.34 12/31/2020 101-45201-438200 UB Nov 2020 8622 - Pioneer Park bathroom 15.34 12/31/2020 101-45201-438200 UB Nov 2020 5569 - spklr - Meadow Oak Ave 0.00 12/31/2020 101-45201-438200 UB Nov 2020 8488 - spklr - Hillcrest Park 0.00 12/31/2020 101-45201-438200 UB Nov 2020 15064 - spklr -Featherstone Pk 0.00 12/31/2020 101-45201-438200 UB Nov 2020 5248 - spklr - Bridge Park E 0.00 12/31/2020 101-45201-438200 UB Nov 2020 5249 - spklr - Bridge Park W 0.00 12/31/2020 101-45201-438200 UB Nov 2020 10063 - spklr - Front St. Park 0.00 12/31/2020 101-45201-438200 UB Nov 2020 5250 - Bridge Park W 19.12 12/31/2020 101-45201-438200 UB Nov 2020 5637 - Meadow Oak Dog Park 6.16 12/31/2020 101-45201-438200 UB Nov 2020 14522 - spklr - Hillside Cem. 0.00 12/31/2020 101-45201-438200 UB Nov 2020 7256-004 - 130 Brdwy- Stormwtr 12.25 12/31/2020 213-46301-438200 UB Nov 2020 7256-007 - 103 Pine St- EDA 29.34 12/31/2020 213-46301-438200 UB Nov 2020 7256-008 - 112 River St. W EDA 29.34 12/31/2020 213-46301-438200 UB Nov 2020 7256-009 - 300 4th St. E - EDA 0.00 12/31/2020 213-46301-438200 UB Nov 2020 5005 - spklr - 822 Hart Blvd. 0.00 12/31/2020 101-43120-438200 UB Nov 2020 5002- spklr- 1510 Hart Blvd 0.00 12/31/2020 101-43120-438200 UB Nov 2020 5004 - spklr - 1390 Hart Blvd 0.00 12/31/2020 101-43120-438200 UB Nov 2020 7441 - spklr - 200 W. Broadway 0.00 12/31/2020 101-43120-438200 UB Nov 2020 14915 - spklr - 4100 1/2 Cedar 0.00 12/31/2020 101-43120-438200 UB Nov 2020 15291 - Commuter Lot- Stormwtr 26.25 12/31/2020 101-43120-438200 UB Nov 2020 13953 - spklr - Hwy25/SE Brdwy 0.00 12/31/2020 101-43120-438200 UB Nov 2020 15363 - spklr- Fallon/7th St. 5.35 12/31/2020 101-43120-438200 ACH Enabled: True AP -Computer Check Proof List by Vendor (01/19/2021 - 2:20 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference UB Nov 2020 15292 - Dwntwn Parking-Strmwtr 12.25 12/31/2020 101-43120-438200 UB Nov 2020 15362 - spklr-Fallon/Chelsea 5.35 12/31/2020 101-43120-438200 UB Nov 2020 5003 - spklr - 1460 Hart Blvd 0.00 12/31/2020 101-43120-438200 UB Nov 2020 8621 - spklr- Fenning and-a-bt 0.00 12/31/2020 101-43120-438200 UB Nov 2020 8120 - Bldg. Inspec. Garage 29.34 12/31/2020 101-41940-438200 UB Nov 2020 10128 - Prairie Cntr. Bldg. 29.84 12/31/2020 101-41941-438200 UB Nov 2020 8631 - Animal Shelter 38.82 12/31/2020 101-42700-438200 UB Nov 2020 10267 - spklr - Comm. Garden 0.00 12/31/2020 226-45127-438200 UB Nov 2020 8114 - Hi -Way Liquors 51.12 12/31/2020 609-49754-438200 UB Nov 2020 8394 - spklr - Riverside Cem. 0.00 12/31/2020 651-49010-438200 01/06/2021 Check Total: 2,121.53 12/31/2020 702-00000-424100 Vendor: 2811 US BANK CORPORATE PMT SYSTEM Check Sequence: 7 01/06/2021 Holiday - Unleaded Fuel 9.529 gals @ $2.199 20.95 01/15/2021 653-41990-421200 01/06/2021 USPS - Priority Mail Mail Pkg to State 9.20 01/15/2021 653-41990-432200 01/06/2021 USPS - Priority Mail Mail Pkg to State 10.95 01/15/2021 653-41990-432200 01/06/2021 Best Buy - 5 TB External Hard Drive 99.99 01/15/2021 702-00000-421990 01/06/2021 Amazon - USB Data Hub Splitter (2) 57.98 12/31/2020 702-00000-421990 01/06/2021 Amazon - Dell docking station - RL 179.99 12/31/2020 702-00000-421990 01/06/2021 Amazon - (2) monitors; (3) keyboard/mouse 321.86 12/31/2020 702-00000-421990 01/06/2021 Amazon -HP color LaserJet pro printer - Parks 448.90 12/31/2020 702-00000-421990 01/06/2021 Apple.com - CARES - (3) iPad 1,287.00 12/31/2020 702-00000-424100 01/06/2021 Apple.com - CARES - (20) iPad 8,580.00 12/31/2020 702-00000-424100 01/06/2021 Microsoft - online service 12/18/21-12/17/2021 106.31 01/15/2021 702-00000-431990 01/06/2021 Straight Talk Wireless - Minutes for UB Phone 38.98 12/31/2020 702-00000-432100 01/06/2021 WHCE - Hi -Way Liquor Jan 2021 21.42 12/31/2020 609-49754-431900 01/06/2021 Cintas - mat srvc - inv. # 4069614811; 40702855 135.44 12/31/2020 609-49754-431990 01/06/2021 Cintas - mat srvc - inv. # 4067653000; 40682862 194.38 12/31/2020 609-49754-431990 01/06/2021 DISH - Jan. 2021 service 77.00 01/15/2021 609-49754-432500 01/06/2021 Amazon - wireless mouse 13.99 12/31/2020 101-43110-421990 01/06/2021 Home Depot - copper tubing cutter; ball valve; u 41.02 12/31/2020 101-43110-421990 01/06/2021 Grainger - (12pk). 25 oz. cleaner 67.88 12/31/2020 101-43110-421990 01/06/2021 WHCE - 909 Golf Course Rd- Jan 2021 19.95 12/31/2020 101-43110-431900 01/06/2021 Night Hawk Security - Monthly Security @ Old 49.95 01/15/2021 101-43110-431900 01/06/2021 USPS - Priority Mail Pkg 10.95 12/31/2020 101-43111-432200 01/06/2021 Verizon - Oct 21 - Nov 20 35.01 12/31/2020 101-43115-432100 01/06/2021 Holiday - (23.308) gal. diesel @ $2.489 58.01 12/31/2020 101-43120-421200 01/06/2021 Holiday - #107 - (32.809)) gal. diesel @ $2.499 81.99 12/31/2020 101-43120-421200 01/06/2021 Holiday - #104 - (40.015) gal. diesel @ $2.499 100.00 12/31/2020 101-43120-421200 01/06/2021 Holiday - (40.795) gal. diesel @ $2.499 101.95 12/31/2020 101-43120-421200 01/06/2021 Holiday - #116 - (48.095) gal. diesel @ $2.599 125.00 12/31/2020 101-43120-421200 01/06/2021 Holiday - (50.021) gal. diesel @ $2.499 125.00 12/31/2020 101-43120-421200 ACH Enabled: True AP -Computer Check Proof List by Vendor (01/19/2021 - 2:20 PM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference 01/06/2021 Holiday - #721 - (12.855) gal. diesel @ $2.489 32.00 01/15/2021 101-43120-421200 01/06/2021 Amazon - 4-pk ink cartridge 57.95 12/31/2020 101-43120-421990 01/06/2021 Amazon -(2) 4 pk. picture frames 89.98 12/31/2020 101-43120-421990 01/06/2021 Amazon - truck bed storage box 199.00 12/31/2020 101-43120-421990 01/06/2021 Martie's Farm- tree wrap 7.99 12/31/2020 101-43120-421990 01/06/2021 Home Depot - 50pc. lag screws; (2) 25pk. washc 35.92 12/31/2020 101-43120-421990 01/06/2021 Home Depot - surge protector 35.97 12/31/2020 101-43120-421990 01/06/2021 Amazon - wall file organizer 39.97 12/31/2020 101-43120-421990 01/06/2021 Runnings - 48" alum. box beam; 4pk. padlock; p 88.29 12/31/2020 101-43120-421990 01/06/2021 Amazon - (2) 4 pk. poster picture frames 89.98 12/31/2020 101-43120-421990 01/06/2021 Amazon - truck bed storage box 199.00 12/31/2020 101-43120-421990 01/06/2021 Amazon -USB charger 22.99 12/31/2020 101-43120-421990 01/06/2021 Runnings - (2) bulk bin supplies 7.38 12/31/2020 101-43120-422100 01/06/2021 Runnings - Tymco - (10) Hillman bulk bin 24.90 12/31/2020 101-43120-422100 01/06/2021 Auto Value 4721 loader- filter; oil construction 41.71 12/31/2020 101-43120-422100 01/06/2021 Auto Value 4104 - fuel filter; fuel construction 42.87 12/31/2020 101-43120-422100 01/06/2021 Auto Value -Street Sweeper - (2) super fast ureth 45.98 12/31/2020 101-43120-422100 01/06/2021 Auto Value -# 138 -(2) LED stop & tail; (6) LEI 72.92 12/31/2020 101-43120-422100 01/06/2021 Environmental Equip. - liner for Tymco; (8) scre 113.33 12/31/2020 101-43120-422100 01/06/2021 Midway Iron -1'4" x 5'8" 12GA sheet; (6.666) A 132.78 12/31/2020 101-43120-422100 01/06/2021 Towmaster- (10) oak decking for trailer 402.80 12/31/2020 101-43120-422100 01/06/2021 E.A.T.I. - (2) blue LED; (3) amber LED 435.50 12/31/2020 101-43120-422100 01/06/2021 Environmental Equip. - Tymco #150 - inlet wear 2,502.00 12/31/2020 101-43120-422100 01/06/2021 CWP - #103 & #107 - 13' hydr. hoses; male pion 134.43 01/15/2021 101-43120-422100 01/06/2021 Runnings - #116 -(8) screws for plow truck 2.16 12/31/2020 101-43120-422110 01/06/2021 Cornerstone Ford - #148 - capacitor asy. 13.01 12/31/2020 101-43120-422110 01/06/2021 Auto Value - #109 - HD cabin air fleet 14.40 12/31/2020 101-43120-422110 01/06/2021 Auto Value 4150 - cabin air filter 20.50 12/31/2020 101-43120-422110 01/06/2021 Runnings - #156 - drill bit; (2) spring snap; galv. 24.67 12/31/2020 101-43120-422110 01/06/2021 O'Reilly - #114 - (2) wiper blade 29.98 12/31/2020 101-43120-422110 01/06/2021 CWP - #109 - 6.3' psi hydraulic hose 45.08 12/31/2020 101-43120-422110 01/06/2021 Auto Value - #555 - fuel filter; dbl. bead fuel line 49.21 12/31/2020 101-43120-422110 01/06/2021 Auto Value 4148 - oxygen sensor 78.99 12/31/2020 101-43120-422110 01/06/2021 Nuss & Equip. - #116 - switch housing 82.01 12/31/2020 101-43120-422110 01/06/2021 E.A.T.I. - #105 - super LED lighthead 128.76 12/31/2020 101-43120-422110 01/06/2021 Towmaster- #105 & stock - (2) solenoid valve 173.23 12/31/2020 101-43120-422110 01/06/2021 Grainger - air needle scaler 367.16 12/31/2020 101-43120-424100 01/06/2021 Verizon - Oct 21 - Nov 20 61.03 12/31/2020 101-43120-432100 01/06/2021 Mills Fleet Farm- Command 11- (6.747) gal. unl 14.84 12/31/2020 101-42200-421200 01/06/2021 Kwik Trip - E-12- (10.803) gal. diesel @ $2.499 27.00 12/31/2020 101-42200-421200 01/06/2021 Mills Fleet Farm- E-12 - (11.617) gal @ $2.499 28.57 12/31/2020 101-42200-421200 01/06/2021 Mills Fleet Farm- anchor; galv. anchor chain; (2) 97.52 12/31/2020 101-42200-421990 01/06/2021 Amazon - (2) leather radio holder 90.88 12/31/2020 101-42200-421990 AP -Computer Check Proof List by Vendor (01/19/2021 - 2:20 PM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference 01/06/2021 Handiliftcover.com - (2) Blitzfire cover- nozzel c 382.85 12/31/2020 101-42200-421990 01/06/2021 Home Depot - (2) 2pk. Milwaukee batteries; qui( 447.98 12/31/2020 101-42200-421990 01/06/2021 Home Depot - brackets for boat- 100pc screws; ( 27.90 01/15/2021 101-42200-421990 01/06/2021 Runnings - boat accessories - generic fishing; in 71.97 12/31/2020 101-42200-422110 01/06/2021 Auto Value -brake control harness 18.99 12/31/2020 101-42200-422110 01/06/2021 Auto Value -U-11 - triflex brake control 112.99 12/31/2020 101-42200-422110 01/06/2021 Boyer Trucks tank-air.S; convex; mirror -con - Fi 296.21 01/15/2021 101-42200-422110 01/06/2021 Cornerstone Ford - Utiltiy #13 - mirror 1,023.80 01/15/2021 101-42200-422110 01/06/2021 Ancom Communication -(6) Minitor VI pagers 2,494.00 12/31/2020 101-42200-424100 01/06/2021 Runnings - donation - generator for rehab trailer 2,000.00 01/15/2021 101-42200-424100 01/06/2021 Allina Health - 2020 Yearly Education Billing 3,684.45 12/31/2020 101-42200-431990 01/06/2021 Safeguard Security - Dec. 2020 security monitor 44.95 12/31/2020 101-42200-431990 01/06/2021 Verizon - Oct 21 - Nov 20 180.05 12/31/2020 101-42200-432100 01/06/2021 AT & T - FirstNet Dec. 2020 (3) mobile unlimite 76.46 12/31/2020 101-42200-432100 01/06/2021 Best Buy - 5 TB External Hard Drive - Sales Tai 7.62 01/15/2021 101-00000-115030 01/06/2021 Dyna - Shop - invoice 23626468 to be returned- 58.60 12/31/2020 101-00000-115030 01/06/2021 Dyna - Shop - invoice 23622584 to be returned- 79.28 12/31/2020 101-00000-115030 01/06/2021 Northern Tools - auto pd renewal in error - CRt c 39.99 12/31/2020 101-00000-115030 01/06/2021 Amazon - Command Hanging Strips 12.22 12/31/2020 101-41310-421990 01/06/2021 Amazon - Pendaflex File Folders 15.84 12/31/2020 101-41310-421990 01/06/2021 Amazon - Pendaflex Expanding File Pockets (41 41.96 12/31/2020 101-41310-421990 01/06/2021 Amazon - POS Paper Rolls (Clover) (8) 37.98 12/31/2020 101-41310-421990 01/06/2021 Amazon - Officemate Large Wire Incline Sorter 32.66 12/31/2020 101-41310-421990 01/06/2021 Amazon - Kantek Extra Wide Adjustable Monitc 24.99 12/31/2020 101-41310-421990 01/06/2021 Amazon - Staic Guard Spray (2 pk), 11 x 17" Bin 30.70 12/31/2020 101-41310-421990 01/06/2021 Monti Printing - Signature Stamp (RL) 30.65 12/31/2020 101-41310-421990 01/06/2021 Monti Printing - Name Plates (2) (RL) 28.80 12/31/2020 101-41310-421990 01/06/2021 NBP - Legal Paper Pads 53.59 12/31/2020 101-41310-421990 01/06/2021 NBP - Paper, Voicemail Book Logs (4), Steno Pz 161.12 12/31/2020 101-41310-421990 01/06/2021 Randys - Monthly Shredding Service (CH) 30.42 12/31/2020 101-41310-431990 01/06/2021 Ameripride - Nov. 2020 uniforms - Streets 207.79 12/31/2020 101-43120-441700 01/06/2021 E.A.T.I. - Amber LED- dome magnetic mount 94.02 12/31/2020 101-43125-421990 01/06/2021 Runnings - #105 - assorted clamps; screws; elec. 14.02 12/31/2020 101-43125-422100 01/06/2021 CWP - #105 - hydr. fittings 15.12 12/31/2020 101-43125-422100 01/06/2021 Runnings - #105 - 8' pvc tubing 15.92 12/31/2020 101-43125-422100 01/06/2021 Runnings - #105 - air hose whip; coupler; cplr pl 49.24 12/31/2020 101-43125-422100 01/06/2021 DSG - #105 - (63) ft. steel pipe 85.07 12/31/2020 101-43125-422100 01/06/2021 CWP - #105 - (2) hydr. hose 92.28 12/31/2020 101-43125-422100 01/06/2021 CWP - #105 - (10) hydr. adapter fittings; (4) mal 103.54 12/31/2020 101-43125-422100 01/06/2021 CWP - #105; #113 - hydr. hoses; fittings; adapter 279.31 12/31/2020 101-43125-422100 01/06/2021 Amazon - 15 blade set- steel cutting 114.99 12/31/2020 101-43127-421990 01/06/2021 Amazon - Evolution s380cps heavy duty 15" me 439.00 12/31/2020 101-43127-421990 01/06/2021 Ameripride - Nov. 2020 towels- Shop 268.37 12/31/2020 101-43127-421990 AP -Computer Check Proof List by Vendor (01/19/2021 - 2:20 PM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference 01/06/2021 Monti Napa - (10) oil dry 98.80 12/31/2020 101-43127-421990 01/06/2021 Runnings - (4) bx. nitrile gloves 107.96 12/31/2020 101-43127-421990 01/06/2021 Dyna - (10) cap screw six shooters; (11) cryobit; 289.88 12/31/2020 101-43127-421990 01/06/2021 Dyna - Shop - (10) doz. penetrant; (6) shrink tub 639.74 12/31/2020 101-43127-421990 01/06/2021 Snap On Tools - hammer 42.08 12/31/2020 101-43127-421990 01/06/2021 Snap On Tools - 4 lb. sledge; 3pc. pty knv/scr 95.55 12/31/2020 101-43127-421990 01/06/2021 Snap On Tools - 16 pc. punch/chisel set 194.53 12/31/2020 101-43127-421990 01/06/2021 Snap On Tools - (49) assorted basic tools - Shop 2,699.34 12/31/2020 101-43127-421990 01/06/2021 Snap On Tools - 3 pc. mini wire brush set 8.31 12/31/2020 101-43127-421990 01/06/2021 Snap On Tools - 3 pc mlt/pos prybr set 214.46 12/31/2020 101-43127-421990 01/06/2021 Snap On Tools - 8 pc combo ins. h/gr red SD 94.24 12/31/2020 101-43127-421990 01/06/2021 Dyna - cryobit fract red shank 1/2; cryobit w/ fla 228.34 12/31/2020 101-43127-421990 01/06/2021 General Rental - oxygen; acetylene gas- shop 145.40 12/31/2020 101-43127-421990 01/06/2021 Auto Value -(13) filters for stock 170.62 12/31/2020 101-43127-422120 01/06/2021 Auto Value - fuel filters for pumps 8.74 01/15/2021 101-43127-422120 01/06/2021 Auto Value - (2)1 filters for fuel pumps 17.48 01/15/2021 101-43127-422120 01/06/2021 Kwik Trip - 9230- (12.278) gal. diesel @ $2.599 31.91 12/31/2020 101-45201-421200 01/06/2021 Kwik Trip - 9230- (12.675) gal. diesel @ $2.599 32.94 12/31/2020 101-45201-421200 01/06/2021 Kwik Trip - #230- (13.744) gal. diesel @ $2.599 35.72 12/31/2020 101-45201-421200 01/06/2021 Holiday - #215- (20.009) gal. diesel @ $2.499 50.00 12/31/2020 101-45201-421200 01/06/2021 Kwik Trip - (21.546) gal. diesel @ $2.599 56.00 12/31/2020 101-45201-421200 01/06/2021 Holiday - (2.168) gal. diesel @ $2.499 5.42 12/31/2020 101-45201-421200 01/06/2021 Holiday - (24.739) gal. diesel @ $2.499 11.84 12/31/2020 101-45201-421200 01/06/2021 Holiday - (6.607) gal. diesel @ $2.499 16.51 12/31/2020 101-45201-421200 01/06/2021 Holiday - (11.053) gal. diesel @ $2.499 27.62 12/31/2020 101-45201-421200 01/06/2021 Holiday - 3.017 gal. diesel @ $2.499 - Snow Mt 7.54 12/31/2020 101-45201-421200 01/06/2021 Holiday - (20.808) gal. diesel @ $2.499 52.00 12/31/2020 101-45201-421200 01/06/2021 Hirshfield's - (68.99) heavy duty deep base galla 46.48 12/31/2020 101-45201-421600 01/06/2021 Auto Value - 1 gal. primer grade 1 15.99 12/31/2020 101-45201-421990 01/06/2021 Fastenal - (50) HCS3/8-16x2 Z 5; (50) Nylock Z 21.86 12/31/2020 101-45201-421990 01/06/2021 Fastenal - HSS plug TP 22.63 12/31/2020 101-45201-421990 01/06/2021 Fastenal - 33/64"x12/2" 1355 & D Dr.; (4) SH0 36.62 12/31/2020 101-45201-421990 01/06/2021 Home Depot - (3) 25 lb. #60 grout 44.94 12/31/2020 101-45201-421990 01/06/2021 Redneck Trailer - (2) tow ring 56.56 12/31/2020 101-45201-421990 01/06/2021 Home Depot - (2) tapcon hex head; (2) sds bit; 1 74.88 12/31/2020 101-45201-421990 01/06/2021 Auto Value - fastdry-SS mix; gal. mineral spirits; 94.05 12/31/2020 101-45201-421990 01/06/2021 Auto Value - battery; (2) windshield wash 124.59 12/31/2020 101-45201-421990 01/06/2021 Runnings - (2) caster 6x2 steel swivel; (2) steel r 153.96 12/31/2020 101-45201-421990 01/06/2021 Ameripride -Parks- supplies for new bldg. inv.# : 39.76 12/31/2020 101-45201-421990 01/06/2021 Runnings -(25) electric fence post smooth round 34.75 12/31/2020 101-45201-421990 01/06/2021 Midway Iron - 4'x8' expand steel 53.94 12/31/2020 101-45201-421990 01/06/2021 Home Depot - clampwall rack organizer; 640 oz. 80.18 12/31/2020 101-45201-421990 01/06/2021 Home Depot - 9 gal. W/d vac; dsv orb entry; (6) 101.19 12/31/2020 101-45201-421990 AP -Computer Check Proof List by Vendor (01/19/2021 - 2:20 PM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference 01/06/2021 Otterbox - (6) unlimited series w/ kickstand screi 335.76 12/31/2020 101-45201-421990 01/06/2021 Spypoint - Jan. 2021 service - motion camera 15.00 01/15/2021 101-45201-421990 01/06/2021 Otterbox - (5) unlimited series w/ kickstand screi 279.80 12/31/2020 101-45201-421990 01/06/2021 Grainger - 66 gal. spill containment pallets 354.69 12/31/2020 101-45201-421990 01/06/2021 Fastenal - (200) 8x1 K -lath SDS 92 Z 8.86 12/31/2020 101-45201-421990 01/06/2021 Auto Value - etch fil ; catalyst q 27.98 12/31/2020 101-45201-422990 01/06/2021 Auto Value - return fuel filter org. inv. 21180377 -16.19 01/15/2021 101-45201-422990 01/06/2021 Auto Value -oil filter; fuel filter (to be returned) 20.43 01/15/2021 101-45201-422990 01/06/2021 DSG - val. flush for toilet 194.65 01/15/2021 101-45201-422990 01/06/2021 WHCE - 2171 W River St 36.45 12/31/2020 101-45201-431900 01/06/2021 WHCE - 107 River St. W 19.95 12/31/2020 101-45201-431900 01/06/2021 Verizon - Oct 21 - Nov 20 35.01 12/31/2020 101-45201-432100 01/06/2021 U of M CCE - (5) Shade Tree Course- DW; JB;! 750.00 12/31/2020 101-45201-433100 01/06/2021 EDAM - 2021 Membership Dues 295.00 12/31/2020 213-46301-443300 01/06/2021 Amazon - 8pk. bubble pouches 12.31 01/15/2021 215-49010-421990 01/06/2021 Holiday - Unleaded Fuel 11.168 gals @ $2.049 22.88 12/31/2020 217-41990-421200 01/06/2021 Holiday - Unleaded Fuel 9.578 gals @ $2.049 19.63 12/31/2020 217-41990-421200 01/06/2021 Holiday - Unleaded Fuel 10.242 gals @ $2.049 20.99 12/31/2020 217-41990-421200 01/06/2021 Holiday - Unleaded Fuel 10.100 gals @ $2.199 22.21 12/31/2020 217-41990-421200 01/06/2021 Holiday - Unleaded Fuel 9.787 gals @ $2.199 21.52 12/31/2020 217-41990-421200 01/06/2021 Holiday - Unleaded Fuel 10.033 gals @ $2.199 22.06 12/31/2020 217-41990-421200 01/06/2021 MinnCorr - Title Paper 70.00 12/31/2020 217-41990-421990 01/06/2021 Amazon - AAA Batteries (24 pk) 13.32 12/31/2020 217-41990-421990 01/06/2021 Amazon - 9V Batteries 6.83 12/31/2020 217-41990-421990 01/06/2021 Amazon - HP Toner Cartridge 37.99 12/31/2020 217-41990-421990 01/06/2021 Amazon - License Plate Envelopes (1 box) 31.50 12/31/2020 217-41990-421990 01/06/2021 NBP - Binder Clips, Calculator Paper 7.17 12/31/2020 217-41990-421990 01/06/2021 NBP - Staples, Paper 38.35 12/31/2020 217-41990-421990 01/06/2021 NBP - Floor Cleaner 10.40 12/31/2020 217-41990-421990 01/06/2021 NBP - Paper, Pens 38.78 12/31/2020 217-41990-421990 01/06/2021 Amazon - RETURN - Epson Scanner -336.49 12/31/2020 217-41990-421990 01/06/2021 Amazon - Poly Letter Folder w/Closure (4) 43.51 12/31/2020 217-41990-421990 01/06/2021 Amazon - RETURN - Epson Scanner -329.99 12/31/2020 217-41990-421990 01/06/2021 Amazon - Panasonic Desktop Document Scanner 827.00 12/31/2020 217-41990-424100 01/06/2021 WHCE -DMV 19.95 12/31/2020 217-41990-431900 01/06/2021 Cintas - Mat Service Inv# 4059773149, 4062397 174.63 12/31/2020 217-41990-431990 01/06/2021 Randys - Monthly Shredding Service (DMV) 30.42 12/31/2020 217-41990-431990 01/06/2021 USPS - Certified Mail (1), Package 12.40 12/31/2020 217-41990-432200 01/06/2021 USPS - Priority Mail Pkgs to State 10.95 12/31/2020 217-41990-432200 01/06/2021 USPS - Priority Mail Pkgs to State 9.20 12/31/2020 217-41990-432200 01/06/2021 USPS - Priority Mail Pkgs to State 10.95 12/31/2020 217-41990-432200 01/06/2021 USPS - Priority Mail Pkgs to State 10.95 12/31/2020 217-41990-432200 01/06/2021 USPS - Priority Mail Pkgs to State 10.95 12/31/2020 217-41990-432200 AP -Computer Check Proof List by Vendor (01/19/2021 - 2:20 PM) Page 7 Invoice No Description Amount Payment Date Acct Number Reference 01/06/2021 USPS - Priority Mail Pkgs to State 20.15 12/31/2020 217-41990-432200 01/06/2021 USPS - Priority Mail Pkgs to State 12.30 12/31/2020 217-41990-432200 01/06/2021 USPS - Priority Mail Pkgs to State 10.95 12/31/2020 217-41990-432200 01/06/2021 USPS - Priority Mail Pkgs to State 10.20 12/31/2020 217-41990-432200 01/06/2021 USPS - Priority Mail Pkgs to State 10.95 12/31/2020 217-41990-432200 01/06/2021 USPS - Priority Mail Pkgs to State 10.95 12/31/2020 217-41990-432200 01/06/2021 USPS - Priority Mail Pkgs to State 10.95 12/31/2020 217-41990-432200 01/06/2021 USPS - Priority Mail Pkgs to State 10.95 12/31/2020 217-41990-432200 01/06/2021 The UPS Store - Residential Ground Pkg 10.32 12/31/2020 217-41990-432200 01/06/2021 USPS - Priority Mail Pkgs to State 10.95 12/31/2020 217-41990-432200 01/06/2021 USPS - Priority Mail Pkgs to State 10.95 12/31/2020 217-41990-432200 01/06/2021 American Door Works - door repair - Parks bldg 1,531.70 12/31/2020 101-45201-440100 01/06/2021 Ameripride - Nov. 2020 uniforms - Parks 145.89 12/31/2020 101-45201-441700 01/06/2021 Heck Ind. - 6 1/2' cast iron vise 422.65 12/31/2020 101-45203-421990 01/06/2021 WHCE - General Street Lighting 1,559.16 12/31/2020 101-43160-438100 01/06/2021 U of M CCE - 2021 Building Official Bldg & H( 200.00 01/15/2021 101-42400-433100 01/06/2021 U of M CCE - 2021 Building Officials - Buildinl 470.00 01/15/2021 101-42400-433100 01/06/2021 Amazon - Face Masks 69.36 12/31/2020 101-42500-421990 01/06/2021 Big Lake Lumber - CARES- plexiglass - CH froi 199.00 12/31/2020 101-42500-421990 01/06/2021 GFOA - Virtual Traning "Managing The Budget 560.00 01/15/2021 101-41520-433100 01/06/2021 Amazon - Certificate Holders (24 pk), Certificat( 34.98 12/31/2020 101-41800-421990 01/06/2021 NeoGov - 2021 Subcscription Fee for Insight 3,927.67 01/15/2021 101-41800-431900 01/06/2021 Cub - Gift Card for 2020 Recognition 75.00 12/31/2020 101-41800-443990 01/06/2021 USPS - Certified Letter 7.60 12/31/2020 101-41910-432200 01/06/2021 Home Depot - Mice Control: Glue Boards, Bait, 26.42 12/31/2020 101-41940-421990 01/06/2021 Mills Fleet Farm- handle top wind jack 9.99 12/31/2020 602-49490-421990 01/06/2021 Runnings - cylinder exchange 15.99 12/31/2020 602-49490-421990 01/06/2021 Grainger - carrying case - 1/2 Sewer 24.75 12/31/2020 602-49490-421990 01/06/2021 Grainger - impact extns steel; joint steel - 1/2 Se, 36.89 12/31/2020 602-49490-421990 01/06/2021 Steeltoeshoes.com - boots 2020 - M.S.- 1/2 Sew( 75.00 12/31/2020 602-49490-421990 01/06/2021 QC Supply - 9 lb. rodent poison; (10) bait statior 77.97 12/31/2020 602-49490-421990 01/06/2021 Grainger - (2) 20' water hose assy.; adapter - 1/2 93.03 12/31/2020 602-49490-421990 01/06/2021 Otterbox - (4) ipad case/stand - 1/2 Sewer 111.92 12/31/2020 602-49490-421990 01/06/2021 Grainger - (5) Hexkeyst - 3" - 1/2 Sewer 127.85 12/31/2020 602-49490-421990 01/06/2021 Harbor Freight - asst. general op. tools- 1/2 Sew 1,216.15 12/31/2020 602-49490-421990 01/06/2021 Runnings - cylinder exchange - camera trlr heate 15.99 01/15/2021 602-49490-421990 01/06/2021 Auto Value - #401 - disc brake pad set - 1/2 Sew, 30.49 12/31/2020 602-49490-422990 01/06/2021 Grainger - digital multimeter; clamp meter; level 299.04 12/31/2020 602-49490-424100 01/06/2021 Hahn Equipment - 120 v. pump - 1/2 Sewer 452.05 12/31/2020 602-49490-424100 01/06/2021 Verizon - Oct 21 - Nov 20 17.51 12/31/2020 602-49490-432100 01/06/2021 WHCE - Sunset Ponds 11/1-12/1/2020 133.54 12/31/2020 602-49490-438100 01/06/2021 Ameripride - Nov. 2020 uniforms - Water 105.11 12/31/2020 601-49440-441700 01/06/2021 Ausco - Flag Football Champion Shirts (9) 90.00 12/31/2020 226-45127-421740 AP -Computer Check Proof List by Vendor (01/19/2021 - 2:20 PM) Page 8 Invoice No Description Amount Payment Date Acct Number Reference 01/06/2021 MN Dept Ag - MN Grown License & Advertisin 61.35 12/31/2020 226-45127-431992 01/06/2021 Ameripride - Nov. 2020 uniforms - Sewer 105.11 12/31/2020 602-49490-441700 01/06/2021 Cub - resale lemons/limes 46.74 12/31/2020 609-49750-425500 01/06/2021 Arctic Glacier - resale inv. # 3454034303 274.00 12/31/2020 609-49750-425500 01/06/2021 Cub - resale - lemons/limes 53.00 12/31/2020 609-49750-425500 01/06/2021 IPayment - New CC Terminal for Farmers Mark( 465.99 12/31/2020 226-00000-115030 01/06/2021 Runnings - (2) chain; gal. bar oil 58.89 12/31/2020 101-46102-421990 01/06/2021 Tri-State Bobcat -(4) bandit blade; (16) knife bol 323.60 12/31/2020 101-46102-421990 01/06/2021 Cintas - Mat Service Inv# 4068286434 31.14 12/31/2020 101-45501-431990 01/06/2021 Amazon - Card Stock 9.48 01/15/2021 226-45122-421990 01/06/2021 Home Depot - Outlet, Misc Hardware - For EME 18.54 12/31/2020 226-45126-421990 01/06/2021 Home Depot - Bait Traps for Mice 9.14 12/31/2020 226-45126-422990 01/06/2021 EBuildersSource - Fire Extinguisher Steel Cabin 156.11 12/31/2020 226-45126-422990 01/06/2021 Home Depot - (3) underlayment; (3) 2pk. 40T fii 141.22 01/15/2021 226-45126-422990 01/06/2021 WHCE - MCC 27.95 12/31/2020 226-45126-431900 01/06/2021 WHCE - MCC - Jan 2021 19.95 12/31/2020 226-45126-431900 01/06/2021 Cintas - Mat, Mop, Towel Service Inv# 4067653 106.33 12/31/2020 226-45126-431990 01/06/2021 Grainger - carrying case - 1/2 Water 24.75 12/31/2020 601-49440-421990 01/06/2021 Grainger - impact extns steel; joint steel - 1/2 Wt 36.89 12/31/2020 601-49440-421990 01/06/2021 Runnings - boots 2020 - EY 135.99 12/31/2020 601-49440-421990 01/06/2021 Steeltoeshoes.com - boots 2020 - M.S.- 1/2 Wate 74.99 12/31/2020 601-49440-421990 01/06/2021 QC Supply - 9 lb. rodent poison; (10) bait statior 77.98 12/31/2020 601-49440-421990 01/06/2021 Grainger - (2) 20' water hose assy.; adapter - 1/2 93.04 12/31/2020 601-49440-421990 01/06/2021 Otterbox - (4) ipad case/stand - 1/2 Water 111.92 12/31/2020 601-49440-421990 01/06/2021 Grainger - (5) Hexkeyst - 3" - 1/2 Water 127.85 12/31/2020 601-49440-421990 01/06/2021 Harbor Freight - asst. general op. tools- 1/2 War, 1,216.15 12/31/2020 601-49440-421990 01/06/2021 Home Depot - PTFE sealant 7.48 12/31/2020 601-49440-422701 01/06/2021 Grainger - radial bearing 37.22 12/31/2020 601-49440-422990 01/06/2021 Auto Value - #401 - disc brake pad set - 1/2 Wate 30.50 12/31/2020 601-49440-422990 01/06/2021 Grainger - Well 95 - contactor for chem. room he 68.08 12/31/2020 601-49440-422990 01/06/2021 Runnings - sump pump float; (2) sealant 156.17 12/31/2020 601-49440-422990 01/06/2021 USA Bluebook- hydrant extension kit 318.95 12/31/2020 601-49440-422990 01/06/2021 Allied Electronics - (2) snap action limit switch; 365.52 12/31/2020 601-49440-422990 01/06/2021 MRO Supply - CL2 booster pump motor 530.82 12/31/2020 601-49440-422990 01/06/2021 Grainger - digital multimeter; clamp meter; level 299.04 12/31/2020 601-49440-424100 01/06/2021 Hahn Equipment - 120 v. pump - 1/2 Water 452.05 12/31/2020 601-49440-424100 01/06/2021 WHCE - 5980 Jason Ave NE 19.95 12/31/2020 601-49440-431900 01/06/2021 WHCE - 207 Chelsea Rd 32.95 12/31/2020 601-49440-431900 01/06/2021 WHCE - 209 Cedar St 29.95 12/31/2020 601-49440-431900 01/06/2021 WHCE - 132 Broadway 29.95 12/31/2020 601-49440-431900 01/06/2021 WHCE - 200 Dundas Rd- Jan 2021 29.95 12/31/2020 601-49440-431900 01/06/2021 Verizon - Oct 21 - Nov 20 17.50 12/31/2020 601-49440-432100 AP -Computer Check Proof List by Vendor (01/19/2021 - 2:20 PM) Page 9 Invoice No Description Amount Payment Date Acct Number Reference Check Total: 18,202.92 Total for Check Run: 203,940.79 Total of Number of Checks: 9 The following list of bills payable was reviewed and approved for payment. Date: 1/25/21 Approved by Mayor Lloyd Hilgart AP -Computer Check Proof List by Vendor (01/19/2021 - 2:20 PM) Page 10 Check Total: 60,112.99 Vendor: 2438 VANCO SERVICES LLC Check Sequence: 8 ACH Enabled: True 00011209656 Vanco Gateway Exchange - Dec 2020 (1/2) 58.19 12/31/2020 602-49490-443980 00011209656 Vanco Gateway Exchange - Dec 2020 (1/2) 58.19 12/31/2020 601-49440-443980 Check Total: 116.38 Vendor: 2405 WELLS FARGO - Monthly Charges/Returns Check Sequence: 9 ACH Enabled: True Jan 2021 UB CC Fees (AmEx -8910) 90.06 01/15/2021 601-49440-443980 Jan 2021 UB CC Fees (Bluefin) 3,569.68 01/15/2021 601-49440-443980 Jan 2021 MCC CC Fees (iAccess FM -1476) 137.85 01/15/2021 226-45127-431992 Jan 2021 UB CC Fees (AmEx -8910) 90.06 01/15/2021 602-49490-443980 Jan 2021 UB CC Fees (Bluefin) 3,569.67 01/15/2021 602-49490-443980 Jan 2021 MCC CC Fees (Daxco- 2887) 118.31 01/15/2021 226-45122-443980 Jan 2021 CH CC Fees (WF -0999) 198.56 01/15/2021 101-41520-443980 Jan 2021 WF account bank charges 1,245.22 01/15/2021 101-41520-443980 Jan 2021 WF account interest earnings -339.17 01/15/2021 101-00000-362110 Jan 2021 Liq Store CC Fees (WF -0990) 9,522.68 01/15/2021 609-49754-443980 Check Total: 18,202.92 Total for Check Run: 203,940.79 Total of Number of Checks: 9 The following list of bills payable was reviewed and approved for payment. Date: 1/25/21 Approved by Mayor Lloyd Hilgart AP -Computer Check Proof List by Vendor (01/19/2021 - 2:20 PM) Page 10 Accounts Payable CITY' OF Computer Check Proof List by Vendor Moiiii6effo User: Debbie.Davidson Printed: 01/20/2021 - 12:20PM Batch: 00206.01.2021 - 206.01.2021 AP Invoice No Description Amount Payment Date Acct Number Reference Vendor: 5660 ABSOLUTE PRINT GRAPHICS Check Sequence: 1 ACH Enabled: False 56246 UB Jan 2021 Invoices (3656) Print, Fold, Stuff, l 572.14 01/26/2021 601-49440-431800 56246 UB Jan 2021 Invoices (3656) Print, Fold, Stuff, l 572.13 01/26/2021 602-49490-431800 Check Total: 1,144.27 Vendor: 5582 ACCENT ELECTRIC & AUTOMATION, INC. Check Sequence: 2 ACH Enabled: False 2484 4th St. Park - install timer for parking lot lights 400.00 01/26/2021 101-45201-440100 Check Total: 400.00 Vendor: 3491 ARTISAN BEER COMPANY Check Sequence: 3 ACH Enabled: False 3453152 resale- beer 300.55 01/26/2021 609-49750-425200 3454365 resale- beer 94.25 01/26/2021 609-49750-425200 Check Total: 394.80 Vendor: 4502 ARVIG Check Sequence: 4 ACH Enabled: True 0002697713 003 Managed Services - Jan 2021 1,065.53 01/26/2021 702-00000-431990 1/8/2021 IT Services - Jan 2021 73.00 01/26/2021 702-00000-431990 1/8/2021 Managed IT Services - Migrate DHCP Scope to' 180.00 01/26/2021 702-00000-431990 1577 Managed Services Service Call - Network Instal] 2,400.00 12/31/2020 702-00000-431990 311541 Dec. 2020 FNM expenses - Calix; Clearfield 13,407.28 12/31/2020 656-49877-422990 311681 Managed Services Service Call - Security Camej 360.00 12/31/2020 702-00000-431990 Check Total: 17,485.81 Vendor: 1186 BDG INC Check Sequence: 5 ACH Enabled: True 25754 dba- Flexible Pipe Tool - (4) tow cables 61.20 01/26/2021 602-49490-422990 Check Total: 61.20 Vendor: 1065 BELLBOY CORPORATION Check Sequence: 6 ACH Enabled: True 102560100 resale- mix 159.10 01/26/2021 609-49750-425400 AP -Computer Check Proof List by Vendor (01/20/2021 - 12:20 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference 102560100 resale- condiments 163.25 01/26/2021 609-49750-425500 102560100 freight 1.48 01/26/2021 609-49750-433300 102575900 freight 1.15 01/26/2021 609-49750-433300 102575900 resale- condiments 61.10 01/26/2021 609-49750-425500 102575900 resale - mix 189.00 01/26/2021 609-49750-425400 102621300 freight 0.42 01/26/2021 609-49750-433300 102621300 asst. bags 91.25 01/26/2021 609-49754-421990 87440400 resale- wine 212.00 01/26/2021 609-49750-425300 87440400 freight 55.41 01/26/2021 609-49750-433300 87440400 resale- liquor 4,645.26 01/26/2021 609-49750-425100 87473400 resale -liquor 1,622.80 01/26/2021 609-49750-425100 87473400 freight 17.19 01/26/2021 609-49750-433300 87473400 resale- wine 64.00 01/26/2021 609-49750-425300 87586800 resale- wine 92.00 01/26/2021 609-49750-425300 87586800 freight 8.52 01/26/2021 609-49750-433300 87586800 resale -liquor 447.37 01/26/2021 609-49750-425100 Check Total: 7,831.30 Vendor: 1067 BERNICK'S Check Sequence: 7 ACH Enabled: False 160792 resale - beer credit -38.00 12/31/2020 609-49750-425200 165640 resale- beer credit -36.36 01/26/2021 609-49750-425200 165641 resale- soda pop 154.20 01/26/2021 609-49750-425400 165642 resale- beer n/a 80.95 01/26/2021 609-49750-425400 165642 resale- beer 1,631.85 01/26/2021 609-49750-425200 Check Total: 1,792.64 Vendor: 4328 BREAKTHRU BEVERAGE MN WINE & SPIF Check Sequence: 8 ACH Enabled: False 1081225504 resale- liquor 3,941.26 01/26/2021 609-49750-425100 1081225504 resale- wine 1,104.70 01/26/2021 609-49750-425300 1081225504 freight 64.63 01/26/2021 609-49750-433300 1081225504 resale- mix 48.00 01/26/2021 609-49750-425400 1081225505 resale -beer 278.40 01/26/2021 609-49750-425200 1081228067 resale- liquor 1,357.89 01/26/2021 609-49750-425100 1081228067 freight 28.34 01/26/2021 609-49750-433300 1081228067 resale- wine 752.64 01/26/2021 609-49750-425300 1081228068 resale- beer 55.30 01/26/2021 609-49750-425200 Check Total: 7,631.16 Vendor: 4646 CAPITOL BEVERAGE SALES L.P. Check Sequence: 9 ACH Enabled: True 2499568 resale - beer 18,086.05 01/26/2021 609-49750-425200 AP -Computer Check Proof List by Vendor (01/20/2021 - 12:20 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference 2499568 resale - mix 81.00 01/26/2021 609-49750-425400 2499568 resale -juice 19.99 01/26/2021 609-49750-425500 2502135 resale - beer n/a 44.00 01/26/2021 609-49750-425400 2502135 resale - beer 1,731.60 01/26/2021 609-49750-425200 Check Total: 19,962.64 Vendor: 5610 CIVICPLUS LLC Check Sequence: 10 208059 Upgrade to Unlimited SeeClickFix Users 2,018.84 01/26/2021 702-00000-431900 Check Total: 2,018.84 Vendor: 1129 DAHLHEIMER BEVERAGE LLC Check Sequence: 11 1322727 resale- beer credit -64.40 12/31/2020 609-49750-425200 1334148 resale- beer 33,397.80 01/26/2021 609-49750-425200 1334148 resale- beer n/a 22.40 01/26/2021 609-49750-425400 1335507 resale- beer 9,356.15 01/26/2021 609-49750-425200 1336372 resale -beer 500.00 01/26/2021 609-49750-425200 1336372 resale- beer n/a 138.00 01/26/2021 609-49750-425400 1337177 resale- beer 2,528.90 01/26/2021 609-49750-425200 1337184 resale -beer 186.40 01/26/2021 609-49750-425200 1337192 resale- beer credit -19.94 01/26/2021 609-49750-425200 1338579 resale- beer credit -77.75 01/26/2021 609-49750-425200 1338667 resale- beer 1,794.63 01/26/2021 609-49750-425200 1340244 resale- beer credit -18.98 01/26/2021 609-49750-425200 1340259 resale- beer 40,773.70 01/26/2021 609-49750-425200 1340259 resale- beer n/a 526.35 01/26/2021 609-49750-425400 1340458 resale -beer 136.00 01/26/2021 609-49750-425200 Check Total: 89,179.26 Vendor: 4361 DALCO ENTERPRISES, INC. Check Sequence: 12 3725040 can liners 103.93 01/26/2021 101-42200-421990 Check Total: 103.93 Vendor: 5201 DICK FAMILY, INC. Check Sequence: 13 1121997 resale - beer 1,068.52 01/26/2021 609-49750-425200 1123908 resale - beer n/a 24.00 01/26/2021 609-49750-425400 1123908 resale - beer 783.80 01/26/2021 609-49750-425200 1124104 resale - beer credit -63.00 01/26/2021 609-49750-425200 152000002 resale - beer credit -6.92 01/26/2021 609-49750-425200 AP -Computer Check Proof List by Vendor (01/20/2021 - 12:20 PM) ACH Enabled: False ACH Enabled: True ACH Enabled: True ACH Enabled: True Page 3 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (01/20/2021 - 12:20 PM) Page 4 Check Total: 1,806.40 Vendor: 5340 DISGRUNTLED BREWING DISGRUNTLED Check Sequence: 14 ACH Enabled: False 1249 resale- beer 204.00 01/26/2021 609-49750-425200 Check Total: 204.00 Vendor: 5545 DRASTIC MEASURES BREWING, LLC Check Sequence: 15 ACH Enabled: True 1030 resale - beer 465.00 01/26/2021 609-49750-425200 Check Total: 465.00 Vendor: 1153 ECM PUBLISHERS INC Check Sequence: 16 ACH Enabled: True 814764 202026 - Otter Creek Crossing 5th Addition PH 223.06 01/26/2021 101-41910-435100 815479 ad #1106021 - Sports Preview 25.00 01/26/2021 609-49754-434990 Check Total: 248.06 Vendor: 1165 EMERGENCY APPARATUS MAINTENANCE Check Sequence: 17 ACH Enabled: True 115847 Engine 12- repair & test - rebuild valve; foam inj 1,862.09 12/31/2020 101-42200-440500 115848 Tender 11 - repairs & testing- (2) kingpin grease 1,131.74 12/31/2020 101-42200-440500 115849 Tender 12 - repairs & testing- dry vac; heat exch, 691.90 12/31/2020 101-42200-440500 Check Total: 3,685.73 Vendor: 4336 FARM -RITE EQUIPMENT INC Check Sequence: 18 ACH Enabled: False P52468 #213- seat suspension; air filter; miror head; (2) : 503.91 01/26/2021 101-45201-422990 P52469 #213- (2) charc. spray can 23.18 01/26/2021 101-45201-422990 Check Total: 527.09 Vendor: 2561 FERGUSON WATERWORKS #2516 Check Sequence: 19 ACH Enabled: False 468456 (12) T10 metersR900I USG- 1/2 1,458.60 01/26/2021 601-49440-422701 468456 resale -(12) T10 metersR900I USG- 1/2 1,458.60 01/26/2021 601-49440-422710 468476 resale - (20) T10 meter p/c w/o rec G*X- 1/2 1,358.50 01/26/2021 601-49440-422710 468476 (20) T10 meter p/c w/o rec G*X- 1/2 1,358.50 01/26/2021 601-49440-422701 468503 resale - (20) T10 meters - 1/2 1,258.50 01/26/2021 601-49440-422710 468503 (20) T10 meters - 1/2 1,258.50 01/26/2021 601-49440-422701 Check Total: 8,151.20 Vendor: 2273 FIBERNET MONTICELLO - ACH Check Sequence: 20 ACH Enabled: True 1/8/2021 Jan 2021 - Phone & Internet - Monti Arts 128.29 01/26/2021 101-45204-431990 1/8/2021 Jan 2021 - Cable - Fire Hall 103.85 01/26/2021 101-42200-431990 AP -Computer Check Proof List by Vendor (01/20/2021 - 12:20 PM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference 1/8/2021 Jan 2021 - Cable - City Hall 12.95 01/26/2021 101-41310-431990 1/8/2021 Jan 2021 - Data Hosting 500.00 01/26/2021 702-00000-431900 1/8/2021 Jan 2021 - Service Contract 250.00 01/26/2021 702-00000-431900 1/8/2021 Jan 2021 - Phone - City Hall 724.42 01/26/2021 702-00000-432100 1/8/2021 Jan 2021 - Phone - Ballfields 20.25 01/26/2021 702-00000-432100 1/8/2021 Jan 2021 - Phone -DMV 339.61 01/26/2021 702-00000-432100 1/8/2021 Jan 2021 - Phone - Hi Way Liquor 360.05 01/26/2021 702-00000-432100 1/8/2021 Jan 2021 - Phone - Fire Hall 437.79 01/26/2021 702-00000-432100 1/8/2021 Jan 2021 - Phone - Public Works 399.31 01/26/2021 702-00000-432100 1/8/2021 Jan 2021 - Phone - Parks 163.94 01/26/2021 702-00000-432100 1/8/2021 Jan 2021 - Phone - Prairie Center 14.31 01/26/2021 702-00000-432100 1/8/2021 Jan 2021 - Phone - Sheriff 70.64 01/26/2021 702-00000-432100 1/8/2021 Jan 2021 - Internet - City Hall 248.90 01/26/2021 702-00000-432300 1/8/2021 Jan 2021 - Internet - Ballfields 10.00 01/26/2021 702-00000-432300 1/8/2021 Jan 2021 - Internet - DMV 43.95 01/26/2021 702-00000-432300 1/8/2021 Jan 2021 - Internet - Hi Way Liquor 43.95 01/26/2021 702-00000-432300 1/8/2021 Jan 2021 - Internet - Fire Hall 168.90 01/26/2021 702-00000-432300 1/8/2021 Jan 2021 - Internet - Animal Shelter 31.95 01/26/2021 702-00000-432300 1/8/2021 Jan 2021 - Internet - Public Works 71.95 01/26/2021 702-00000-432300 1/8/2021 Jan 2021 - Internet - Sheriff 43.95 01/26/2021 702-00000-432300 1/8/2021 Jan 2021 - Internet - MCC @ Prairie Center 42.63 01/26/2021 702-00000-432300 Check Total: 4,231.59 Vendor: 1413 GOPHER STATE ONE CALL INC Check Sequence: 21 1000603 2021 Annual Facility Operator fee - 1/2 Sewer 25.00 01/26/2021 602-49490-421990 1000603 2021 Annual Facility Operator fee - 1/2 Water 25.00 01/26/2021 601-49440-443300 Check Total: 50.00 Vendor: 1205 GRAINGER INC Check Sequence: 22 9765419180 pilot & electrode, flame standard 33.01 01/26/2021 101-45501-422990 9772121720 Gaskets (3) 19.59 01/26/2021 226-45126-422990 Check Total: 52.60 Vendor: 1223 HAWKINS INC Check Sequence: 23 4857473 Aluminum Sulfate Liquid - WWTP 6,361.40 01/26/2021 602-49480-421990 Check Total: 6,361.40 Vendor: 5662 ALLISON HUNSLEY Check Sequence: 24 Voucher #1 payment #1 - mural project 4,000.00 01/26/2021 101-45204-431990 ACH Enabled: True ACH Enabled: False ACH Enabled: True ACH Enabled: False AP -Computer Check Proof List by Vendor (01/20/2021 - 12:20 PM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (01/20/2021 - 12:20 PM) Page 6 Check Total: 4,000.00 Vendor: 5444 J & G HOLDINGS Check Sequence: 25 ACH Enabled: True 3010 dba - CMT- Feb. 2021 cleaning service - 1/2 Firf 224.00 01/26/2021 101-42200-431100 3010 dba - CMT- Feb. 2021 cleaning service - 1/2 LaN 224.00 01/26/2021 101-42100-431990 Check Total: 448.00 Vendor: 1253 J H LARSON COMPANY Check Sequence: 26 ACH Enabled: False 5102418851.001 60W Fluorescent Hi Output (3) 9.63 01/26/2021 101-45501-422990 Check Total: 9.63 Vendor: 3369 JAKE'S EXCAVATING INC Check Sequence: 27 ACH Enabled: True 4494 Kankelfitz 12/9/20 400.00 12/31/2020 651-49010-431150 Check Total: 400.00 Vendor: 1263 JOHNSON BROTHERS LIQUOR CO. Check Sequence: 28 ACH Enabled: False 128738 freight credit inv. # 1698103 -1.49 12/31/2020 609-49750-433300 1713483 freight 1.49 01/26/2021 609-49750-433300 1713483 resale- liquor 90.36 01/26/2021 609-49750-425100 1713913 resale- liquor 2,206.43 01/26/2021 609-49750-425100 1713913 freight 30.17 01/26/2021 609-49750-433300 1713914 freight 87.29 01/26/2021 609-49750-433300 1713914 resale- wine 3,114.35 01/26/2021 609-49750-425300 1713914 resale- mix 146.95 01/26/2021 609-49750-425400 1714754 freight 76.34 01/26/2021 609-49750-433300 1714754 resale- liquor 6,326.53 01/26/2021 609-49750-425100 1714755 freight 55.62 01/26/2021 609-49750-433300 1714755 resale- mix 126.10 01/26/2021 609-49750-425400 1714755 resale- wine 2,398.22 01/26/2021 609-49750-425300 1714756 resale -beer 76.80 01/26/2021 609-49750-425200 1716691 resale- liquor 1,085.50 01/26/2021 609-49750-425100 1716691 freight 13.84 01/26/2021 609-49750-433300 1717264 freight 44.70 01/26/2021 609-49750-433300 1717264 resale - liquor 2,604.60 01/26/2021 609-49750-425100 1717740 freight 46.63 01/26/2021 609-49750-433300 1717740 resale- mix 72.00 01/26/2021 609-49750-425400 1717740 resale- wine 1,715.81 01/26/2021 609-49750-425300 171779 freight 10.59 01/26/2021 609-49750-433300 171779 resale- liquor 1,409.09 01/26/2021 609-49750-425100 1718750 resale- liquor 5,684.03 01/26/2021 609-49750-425100 AP -Computer Check Proof List by Vendor (01/20/2021 - 12:20 PM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference 1718750 freight 60.95 01/26/2021 609-49750-433300 1718751 freight 23.46 01/26/2021 609-49750-433300 1718751 resale- wine 866.79 01/26/2021 609-49750-425300 1718752 resale -beer 25.60 01/26/2021 609-49750-425200 1721031 resale - liquor 1,294.64 01/26/2021 609-49750-425100 1721031 freight 25.33 01/26/2021 609-49750-433300 Check Total: 29,718.72 Vendor: 4885 KB PROPERTIES Check Sequence: 29 ACH Enabled: False 1/20/2021 17D005 - Escrow Refund - Affordable Storage 42,535.00 12/31/2020 101-00000-220110 Check Total: 42,535.00 Vendor: 1273 KIWI KAI IMPORTS, INC. Check Sequence: 30 ACH Enabled: False 113425 resale- wine 1,012.83 01/26/2021 609-49750-425300 113425 freight 13.75 01/26/2021 609-49750-433300 Check Total: 1,026.58 Vendor: 5642 LOONEY BIN BREWING, LLC Check Sequence: 31 ACH Enabled: False 1804 resale - beer 468.00 01/26/2021 609-49750-425200 Check Total: 468.00 Vendor: 4456 LUPULIN BREWING LLC Check Sequence: 32 ACH Enabled: True 34205 resale -beer 985.50 01/26/2021 609-49750-425200 Check Total: 985.50 Vendor: 1303 M AMUNDSON CIGAR & CANDY CO, LLP Check Sequence: 33 ACH Enabled: True 314078 resale - cigarettes 758.73 01/26/2021 609-49750-425200 314078 resale - tobacco; mix; soda pop; barware 291.45 01/26/2021 609-49750-425400 Check Total: 1,050.18 Vendor: 1305 MACQUEEN EQUIPMENT LLC Check Sequence: 34 ACH Enabled: True E01140 plow skid frame for MT trackless 1,500.00 12/31/2020 101-43125-422100 W06814- CR Vactor joysticks repair partiallly covered by war, -1,000.00 12/31/2020 602-49490-440500 Check Total: 500.00 Vendor: 3745 MANSFIELD OIL COMPANY Check Sequence: 35 ACH Enabled: True 22145711 (724) gal. diesel @ $2.18 1,579.28 01/26/2021 101-43120-421200 22145712 (477) gal. unleadedl @ $1.90 906.85 01/26/2021 101-43120-421200 AP -Computer Check Proof List by Vendor (01/20/2021 - 12:20 PM) Page 7 Invoice No Description Amount Payment Date Acct Number Reference 22158833 (653) gal. diesel @ $2.30 1,502.98 01/26/2021 101-43120-421200 22158834 (249) gal. unleaded @ $2.02 502.39 01/26/2021 101-43120-421200 Check Total: 4,491.50 Vendor: 1726 MARCO TECHNOLOGIES Check Sequence: 36 ACH Enabled: False 432472975 Contract Payment 12/24/20 - 1/24/21 1,278.98 01/26/2021 702-00000-441500 INV8325720 Setup Exchange Server Online Plan 1 450.00 01/26/2021 702-00000-431990 Check Total: 1,728.98 Vendor: 4667 MILLNER VINEYARD, LLC Check Sequence: 37 ACH Enabled: False 21621-2190 resale - wine 718.20 01/26/2021 609-49750-425300 Check Total: 718.20 Vendor: 1738 MN DEPT OF HEALTH Check Sequence: 38 ACH Enabled: False Qtr 4 2020 Community Water Supply Service Conn. Fee Qtj 10,857.00 12/31/2020 601-49440-443750 Check Total: 10,857.00 Vendor: 3017 THE MN TRANSPORTATION ALLIANCE Check Sequence: 39 ACH Enabled: False P21-1027 Annual Membership - Jan - Dec 2021 372.00 01/26/2021 101-43111-443300 Check Total: 372.00 Vendor: 1377 MONTICELLO SENIOR CENTER Check Sequence: 40 ACH Enabled: True Jan 2021 Monthly Allocation - Jan 2021 5,416.67 01/26/2021 101-45175-444310 Check Total: 5,416.67 Vendor: 1913 NEW FRANCE WINE Check Sequence: 41 ACH Enabled: False 164995 resale - wine 344.00 01/26/2021 609-49750-425300 164995 freight 5.00 01/26/2021 609-49750-433300 Check Total: 349.00 Vendor: 1687 NORTHLAND SECURITIES INC Check Sequence: 42 ACH Enabled: False 6415 2019 Continuing Disclosure Report 196.43 12/31/2020 322-47000-431990 6415 2019 Continuing Disclosure Report 196.43 12/31/2020 312-47000-431990 6415 2019 Continuing Disclosure Report 196.43 12/31/2020 318-47000-431990 6415 2019 Continuing Disclosure Report 196.43 12/31/2020 319-47000-431990 6415 2019 Continuing Disclosure Report 196.43 12/31/2020 320-47000-431990 6415 2019 Continuing Disclosure Report 196.43 12/31/2020 321-47000-431990 6415 2019 Continuing Disclosure Report 196.42 12/31/2020 323-47000-431990 AP -Computer Check Proof List by Vendor (01/20/2021 - 12:20 PM) Page 8 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (01/20/2021 - 12:20 PM) Page 9 Check Total: 1,375.00 Vendor: 1401 NORTHWEST ASSOCIATED CONSULTANTS Check Sequence: 43 ACH Enabled: True 25092 Dec 2020 - Technical Assistance - City Projects 2,129.10 12/31/2020 101-41910-431990 25092 202041 - Chelsea Common - Dec 2020 260.00 12/31/2020 101-41910-431990 25093 202034 - Beaudry PUD Concept - Dec 2020 89.00 12/31/2020 101-00000-220110 25093 202029 - Edmonson Ridge Plat/PUD - Dec 2020 498.40 12/31/2020 101-00000-220110 25093 202040 - Featherstone 5th Addition Plat/Rezonei 249.20 12/31/2020 101-00000-220110 25093 202026 - Nuss PUD - Dec 2020 1,726.60 12/31/2020 101-00000-220110 25093 202044 - Laestadian Churc Office CUP - Dec 20 569.60 12/31/2020 101-00000-220110 25093 Capstone Building Ordinance Amendments - De 1,281.60 12/31/2020 101-41910-431990 25094 Dec 2020 - Technical Assistance - Meetings 150.00 12/31/2020 101-41910-431990 Check Total: 6,953.50 Vendor: 5426 NOVEL SOLAR TWO LLC Check Sequence: 44 ACH Enabled: True 1919 solar rebate program- Xcel 25,293.45 12/31/2020 101-41310-443992 Check Total: 25,293.45 Vendor: 1411 OLSON & SONS ELECTRIC INC Check Sequence: 45 ACH Enabled: True 60783 Parts - Blue GE 5 yr. mntc -cleanstator; housing 784.93 12/31/2020 601-49440-440440 60783 Labor- Blue GE 5 yr. mntc -cleanstator; housing 760.00 12/31/2020 601-49440-440440 Check Total: 1,544.93 Vendor: 4345 OPG -3 INC Check Sequence: 46 ACH Enabled: False 4365 Laserfiche Professional Service Project 3,700.00 12/31/2020 702-00000-431900 Check Total: 3,700.00 Vendor: 1635 OSI ENVIRONMENTAL INC Check Sequence: 47 ACH Enabled: False 2089382 pick-up/disposal used filters 50.00 12/31/2020 101-43127-422120 Check Total: 50.00 Vendor: 1421 PARK SUPPLY OF AMERICA INC Check Sequence: 48 ACH Enabled: False 209125 Mop Sink Faucet 14.78 12/31/2020 101-45501-422990 Check Total: 14.78 Vendor: 1427 PHILLIPS WINE & SPIRITS CO Check Sequence: 49 ACH Enabled: False 6140730 resale - liquor 3,910.29 01/26/2021 609-49750-425100 6140730 freight 37.34 01/26/2021 609-49750-433300 AP -Computer Check Proof List by Vendor (01/20/2021 - 12:20 PM) Page 9 Invoice No Description Amount Payment Date Acct Number Reference 6140731 freight 28.05 01/26/2021 609-49750-433300 6140731 resale - mix 48.00 01/26/2021 609-49750-425400 6140731 resale - wine 1,220.99 01/26/2021 609-49750-425300 6142798 freight 16.39 01/26/2021 609-49750-433300 6142798 resale - liquor 1,114.50 01/26/2021 609-49750-425100 6142799 freight 17.88 01/26/2021 609-49750-433300 6142799 resale- wine 528.00 01/26/2021 609-49750-425300 6143556 freight 42.58 01/26/2021 609-49750-433300 6143556 resale- liquor 3,744.53 01/26/2021 609-49750-425100 6143557 freight 17.13 01/26/2021 609-49750-433300 6143557 resale- wine 678.68 01/26/2021 609-49750-425300 6143557 resale- mix 48.00 01/26/2021 609-49750-425400 621996 resale - wine credit inv.. # 6030102 -6.28 12/31/2020 609-49750-425300 621997 resale - mix credit inv.. # 6117597 -97.54 12/31/2020 609-49750-425400 Check Total: 11,348.54 Vendor: 1450 RAILROAD MANAGEMENT CO III LLC Check Sequence: 50 ACH Enabled: False 431816 License #302018 4/12/21 - 4/11/22 8" Water PiI 284.85 01/26/2021 601-49440-431990 Check Total: 284.85 Vendor: 5658 ROTO ROOTER PLUMBING & DRAIN Check Sequence: 51 ACH Enabled: False 12163347 Clean Out Fixture Line - Branch Drain Basic 355.00 12/31/2020 226-45126-440100 Check Total: 355.00 Vendor: 5661 DEVIN RUPRECHT Check Sequence: 52 ACH Enabled: False Mailbox Damage reimbursement mailbox damage from plow 12/21 122.18 12/31/2020 101-43120-421990 Check Total: 122.18 Vendor: 2497 SHERBURNE WRIGHT CABLE COMMISSIC Check Sequence: 53 ACH Enabled: False 1/19/2021 Cable Franchise Fees - TDSBridgewater Qtr 4 2 9,501.74 12/31/2020 101-00000-208020 1/19/2021 Cable PEG Fees - TDSBridgewater Qtr 4 2020 1,586.73 12/31/2020 101-00000-208020 Check Total: 11,088.47 Vendor: 5211 RANDI ANN SMELSER Check Sequence: 54 ACH Enabled: False 12/17/2020 Reimbursement - Supplies: Cat Liter, Cat Food, : 91.48 12/31/2020 101-42700-421990 Jan 2nd Semi Monthly Contract Payment 1,575.00 01/26/2021 101-42700-431200 Check Total: 1,666.48 AP -Computer Check Proof List by Vendor (01/20/2021 - 12:20 PM) Page 10 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 4325 SNAP-ON INDUSTRIAL ARV/46570338 317MPC ext -set Non-fss-317MPC 386.88 Check Total: Vendor: 3309 SOUTHERN GLAZER'S WINE AND SPIRITS. 2034264 resale- liquor 2034264 freight 2034265 freight 2034265 resale- wine 2036660 freight 2036660 resale- liquor 2036661 freight 2036662 freight 2036662 resale- wine 609-49750-433300 Check Total: Vendor: 5506 ST MICHAEL SPINAL REHAB CENTER 12/31/2020 Acct. #19335-1 drug screen - J.M. 12/31/2020 Acct. # 19335-1 drug screen - M.B. 12/31/2020 Acct. # 19335-1 - drug & alcohol screen - T.P.; ' 2,594.83 Check Total: Vendor: 1518 TDS TELECOM 763-271-3257 TDS 763-295-0078 TDS 763-295-2005 TDS 763-295-3714 TDS 1,252.68 Check Total: Vendor: 1520 MATT THEISEN Rmbrs. 10-9-20 reimbursement- Amazon- 1929 picture clock mo Check Total: Vendor: 4656 TRUE FABRICATIONS, INC. 788773 resale - barware 792159 resale - barware 796605 resale - barware AP -Computer Check Proof List by Vendor (01/20/2021 - 12:20 PM) Page 11 Check Sequence: 55 ACH Enabled: False 386.88 01/26/2021 101-43127-421990 386.88 Check Sequence: 56 ACH Enabled: False 2,480.45 01/26/2021 609-49750-425100 27.49 01/26/2021 609-49750-433300 21.24 01/26/2021 609-49750-433300 1,022.00 01/26/2021 609-49750-425300 22.87 01/26/2021 609-49750-433300 2,594.83 01/26/2021 609-49750-425100 2.80 01/26/2021 609-49750-433300 22.87 01/26/2021 609-49750-433300 1,252.68 01/26/2021 609-49750-425300 7,447.23 Check Sequence: 57 ACH Enabled: False 20.00 12/31/2020 601-49440-431990 20.00 12/31/2020 101-43127-431990 90.00 12/31/2020 101-45201-431990 130.00 Check Sequence: 58 ACH Enabled: True 102.23 01/26/2021 702-00000-432100 160.71 01/26/2021 702-00000-432100 20.40 01/26/2021 702-00000-432100 344.76 01/26/2021 702-00000-432100 628.10 Check Sequence: 59 ACH Enabled: False 10.69 12/31/2020 101-42200-421990 10.69 Check Sequence: 60 ACH Enabled: False 112.32 12/31/2020 609-49750-425400 974.31 01/26/2021 609-49750-425400 123.06 01/26/2021 609-49750-425400 Page 11 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (01/20/2021 - 12:20 PM) Page 12 Check Total: 1,209.69 Vendor: 5157 DAVID TURPIN Check Sequence: 61 ACH Enabled: False 1/11/2021 Mileage Reimbursement - Dealer Run (69 miles) 38.64 01/26/2021 653-41990-433100 Check Total: 38.64 Vendor: 1543 US BANK TRUST SERVICES Check Sequence: 62 ACH Enabled: False 5909145 GO Bonds 2017A Paying Agent Fee 10/1/20 - 9/ 450.00 12/31/2020 321-47000-462010 5909250 GO Tax Abatement Bonds 2018A Paying Agent. 500.00 12/31/2020 322-47000-462010 5909415 GO Bonds 2019A Paying Agent Fee 10/1/20 - 9/ 500.00 12/31/2020 323-47000-462010 Check Total: 1,450.00 Vendor: 1544 US POSTAL SERVICE Check Sequence: 63 ACH Enabled: False 1/8/2021 PI 42 - UB Jan Billing (3656 pcs) (1/2) 840.88 01/26/2021 601-49440-432200 1/8/2021 PI 42 - UB Jan Billing (3656 pcs) (1/2) 840.88 01/26/2021 602-49490-432200 Check Total: 1,681.76 Vendor: 1550 VEOLIA WATER N AM OPERATING SERV L: Check Sequence: 64 ACH Enabled: True 90268622 Feb 2021 - WWTP Operations & Maintenance 62,250.00 01/26/2021 602-49480-430800 Check Total: 62,250.00 Vendor: 1552 VIKING COCA COLA BOTTLING CO Check Sequence: 65 ACH Enabled: True 2639007 resale- soda pop 407.00 01/26/2021 609-49750-425400 Check Total: 407.00 Vendor: 1684 VINOCOPIA Check Sequence: 66 ACH Enabled: True 271279 resale- mix 120.00 01/26/2021 609-49750-425400 271279 resale- wine 353.33 01/26/2021 609-49750-425300 271279 freight 24.00 01/26/2021 609-49750-433300 271279 resale- liquor 626.50 01/26/2021 609-49750-425100 271675 resale- liquor 1,072.67 01/26/2021 609-49750-425100 271675 freight 18.00 01/26/2021 609-49750-433300 271675 resale- mix 48.00 01/26/2021 609-49750-425400 271675 resale- wine 160.00 01/26/2021 609-49750-425300 Check Total: 2,422.50 Vendor: 1561 WATER LABORATORIES INC Check Sequence: 67 ACH Enabled: False 8340 Dec 2020 watere testing 240.00 12/31/2020 601-49440-431990 AP -Computer Check Proof List by Vendor (01/20/2021 - 12:20 PM) Page 12 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (01/20/2021 - 12:20 PM) Page 13 Check Total: 240.00 Vendor: 1572 THE WINE COMPANY Check Sequence: 68 ACH Enabled: True 161671 resale- wine 948.36 01/26/2021 609-49750-425300 161671 freight 13.20 01/26/2021 609-49750-433300 Check Total: 961.56 Vendor: 1573 WINE MERCHANTS INC Check Sequence: 69 ACH Enabled: False 7312792 freight 14.90 01/26/2021 609-49750-433300 7312792 resale- wine 640.00 01/26/2021 609-49750-425300 7312970 resale- wine 764.70 01/26/2021 609-49750-425300 7312970 freight 11.17 01/26/2021 609-49750-433300 7313743 resale- wine 136.00 01/26/2021 609-49750-425300 7313743 freight 1.49 01/26/2021 609-49750-433300 Check Total: 1,568.26 Vendor: 1206 WINEBOW INC. Check Sequence: 70 ACH Enabled: True MN00088720 freight 4.50 01/26/2021 609-49750-433300 MN00088720 resale- wine 292.00 01/26/2021 609-49750-425300 Check Total: 296.50 Vendor: 1577 WRIGHT CO AUDITOR-TREAS - ACH Check Sequence: 71 ACH Enabled: True 01/12/2021 Court Fines & Fees - Dec 2020 1,667.43 12/31/2020 101-42100-430410 January Jan 2021 - Deputies Contract 129,301.25 01/26/2021 101-42100-430500 Check Total: 130,968.68 Vendor: 1581 WRIGHT CO RECORDER Check Sequence: 72 ACH Enabled: False 202000000087 202037 - Order Misc A# 1452333 46.00 12/31/2020 101-43110-443990 202000000087 202034 - CUP A# 1452334 46.00 12/31/2020 101-41910-443990 202000000087 Partial Release A# 1450939 46.00 12/31/2020 101-41610-430400 202000000087 Partial Release A# 1450940 46.00 12/31/2020 101-41610-430400 202000000087 201937 -Assessment Agreement A# 1450938 46.00 12/31/2020 101-41910-430400 202000000087 202042 - Variance A# 1452332 46.00 12/31/2020 101-41910-430400 202000000087 20D004 - Vacation A# 1451769 46.00 12/31/2020 101-00000-220110 202000000087 200002 - Stormwater Easement A# 1450308 46.00 12/31/2020 400-43300-459022 202000000087 200002 - Stormwater Easement A# 1450309 46.00 12/31/2020 400-43300-459022 Check Total: 414.00 AP -Computer Check Proof List by Vendor (01/20/2021 - 12:20 PM) Page 13 Invoice No Description Amount Payment Date Acct Number Reference Total for Check Run: 555,172.55 Total of Number of Checks: 72 The preceding list of bills payable was reviewed and approved for payment. Date: 1/25/2021 Approved by Mayor Lloyd Hilgart AP -Computer Check Proof List by Vendor (01/20/2021 - 12:20 PM) Page 14 City Council Agenda: 01/25/2021 2B. Consideration of approving new hires and departures for City departments Prepared by: Meeting Date: ❑ Regular Agenda Item Human Resource Manager 1/25/21 Nx Consent Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to approve new hires and departures for city departments. REFERENCE AND BACKGROUND The City Council is asked to ratify the attached list of new hires and departures for the City. This listing includes full-time, part-time, seasonal, and temporary employees. The listing may also include status changes and promotions. Budget Impact: Positions are generally included in the budget. II. Staff Workload Impact: If new position, there may be some training involved. If terminated position, existing staff will cover hours as needed, until replacement. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of new hires and departures as identified on the attached list. SUPPORTING DATA • List of new hires and terminated employees. Name Title NEW EMPLOYEES *Roger Hoglund Streets Foreman Scott lano Outdoor Rink Attendant Taylor Hess Outdoor Rink Attendant Jacob Stang Outdoor Rink Attendant Stephanie Jossart DMV Clerk Erica Farnsworth DMV Clerk Dylan Cheney Streets Worker Name Department Hire Date Class Streets 1/2/21 FT Parks 1/11/21 Seasonal Parks 1/11/21 Seasonal Parks 1/15/2021 Seasonal DMV 1/18/2021 PT DMV 1/18/2021 PT Streets 1/19/2021 Seasonal TERMINATING EMPLOYEES Reason Department Last Day Class Will Bofenkamp Voluntary MCC 7/29/20 PT Alex Hoglund Voluntary Parks 12/29/21 Seasonal * Promotion New Hire and Terms City Council 2021: 1/19/2021 City Council Agenda: 01/25/2021 2C. Consideration of approving the sale or disposal of surplus City property Prepared by: Meeting Date: ❑ Regular Agenda Item N/A 01/11/2021 ® Consent Agenda Item Reviewed by: Approved by: N/A N/A There is no report this City Council Cycle. City Council Agenda: 01/25/2021 2D. Consideration of approving a one-year contract for Server Care & Backup Disaster Recovery with Arvig Prepared by: Meeting Date: ❑ Regular Agenda Item Finance Director 01/25/2021 ® Consent Agenda Item Reviewed by: Approved by: Emergency Management Coordinator (currently also performing IT tasks) ACTION REQUESTED Motion to approve a one-year contract for Server Care & Backup Disaster Recovery with Arvig REFERENCE AND BACKGROUND The city is in the process of updating and organizing our IT environment. The relationship with the former IT consultant has ended, and the city needs to proceed with a new structure. The updated IT structure is comprised of two parts: 1. Server Care & Backup Disaster Recovery 2. Desktop Maintenance & Support Currently, the city has a 6 -month contract with Arvig for limited server care to address item #1 above. At the beginning of the contract, the city was operating 9 servers. We are working through a series of data transfers and decommissioning projects to reduce the number of servers from 9 to 5. If Council approves the proposed contract, it will further reduce the number of servers to 3. The proposed contract with Arvig will supersede the existing contract that goes through June 1, 2021 at $110/month for each active server. Under the proposed contract, Arvig will add backup disaster and recovery service to the current server care they provide whereby the city will have an onsite backup server next to the active host machine. If the active host machine fails, the network could be redirected to the onsite backup server in minutes. Arvig will also provide cloud backup storage which will provide the city the ability to be running within hours should both the active host machine and on-site backup be destroyed, for example, by a lightning strike, tornado, or similar significant event. To ensure backup recovery is running as needed, Arvig will remotely perform spin up tests every three months on the on- site backup server and annually on the cloud backup storage. Given the data requirements for local government, staff believes this is the appropriate protection and backup for our IT infrastructure. City Council Agenda: 01/25/2021 Following the projects associated with the server care and backup disaster recovery, staff will begin to address the second part of the City's IT needs, our desktop maintenance and support. There are funds in the 2021 budget for a mid -year hire, and staff will evaluate the best way to meet the day-to-day desktop support needs of the organization. Budget Impact: $1,070.70/month or $12,848.40 over the next 12 months in the IT Services internal service fund. II. Staff Impact: Minimal. Arvig will monitor the servers with staff involvement limited to any necessary cooperation to address network issues that arise, if any. Should an event take place, Arvig's trained staff would handle recovering data to ensure no loss occurs. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of the contract for Server Care & Backup Disaster Recovery with Arvig. SUPPORTING DATA • Server Care & Backup Disaster Recovery— 12 Month Managed Services quote arvig,Do Business City of Monticello Date 01-13-21 Server Care & Backup Disaster Recovery 12 Month Managed Services Eric Denny I Business Solutions Consultant Ph:320.256.0130 I E-mail: eric.denny@arvig.com 888.99.ARVIG I arvig.com/business arvig, Do Business 01-13-2021 City of Monticello 505 Walnut St Suite 1 Monticello MN 55362 Dear Dan, Arvig's team of technical experts have been managing and servicing businesses computers, servers, and network needs for a number of years. Our partnerships with industry leaders of antivirus and management software allow us to provide top tier managed service solutions. The enclosed proposal is provided for your review. The prices quoted are subject to change and should be verified before placing your order. Thank you for your time and for giving us the opportunity to earn the privilege to be your preferred communications system provider. We look forward to doing business with you. Sincerely, , Business Solutions Consultant Ph: 320.256.0130 1 E-mail: eric.denny@arvig.com 888.99.ARVIG I arvig.com/business arvig, Do Business Managed Service Proposal 01-13-2021 City of Monticello 505 Walnut St Suite 1 Monticello MN 55362 Overview of Managed Service: Server Care and Backup Disaster Recovery • Proposed coverage of services are as follows: Description Server and Desktop Care M Cost Total 5 year Elite Server Care — Host Machine Covered $89.95 3 year Elite Server Care — Host Machine Covered $94.95 3 1 year Elite Server Care — Host Machine Covered $99.95 $299.85 6 month Elite Server Care -Host Machine Covered $109.95 Server List — Host Machine — Fileserver, SQL2012 5 year Desktop Care $44.95 3 year Desktop Care $47.95 1 year Desktop Care $49.95 Backup and Disaster Recovery Storage 5 year 5 TB $594.95 3 year 5 TB $614.95 1 1 year 5 TB $630.95 $630.95 5 year 4 TB $499.95 3 year 4 TB $519.95 1 year 4 TB $535.95 Backup and Disaster Recovery Device 2 5 year, 3 year, 1 year Server $69.95 $139.90 5 year, 3 year, 1 year Desktop $29.95 Onsite Appliance — Price will varV with size. 5 year Onsite Appliance $19.95 City will 3 year Onsite Appliance $29.95 provide their 1 year Onsite Appliance $39.95 own. Monthly Total $1,070.70 24x7 365 Day Remote Support Included * Discounted On -Site Support at $60.00 per 1/2 hour, service is Door to Door from the Melrose Arvig office. * Agreement Terms 1. Contract will be locked in for the full term. Terminating contract will require full payment of remaining months of term if canceled. Accepted by: Prepared by: 888.99.ARVIG I arvig.com/business Date: Date: arvig,Do Business Overview of Services Main Components of Managed IT Services. A. Elite Server Care - Remote Monitoring and Maintenance for Servers (Server RMM) Included in Proposal B. Desktop Care - Remote Monitoring and Maintenance for Desktops and Laptops (Desktop RMM) **NOT INCLUDED IN THIS PROPOSAL** C. 24-7 Help Desk (Included in Elite Server and Desktop RMM) Included in Proposal for the Servers. D. Mobile Device Management (MDM) **NOT INCLUDED IN THIS PROPOSAL** E. Backup and Disaster Recovery (BDR) Included in Proposal A client may select one or more of these services as needed. If a client chooses Backup and Disaster Recovery then Managed IT Services is also required for the protected machine. A. Elite Server Care (Server RMM) - Included in Proposal 1. Automatic patching including Microsoft updates and supported third party applications. 2. Webroot antivirus for Windows servers. 3. Monitoring of drive space, CPU and memory usage. 4. Monitoring of services. 5. Automatic remediation of issues. B. Desktop Care (Desktop RMM) - **NOT INCLUDED IN THIS PROPOSAL** 1. Available for Windows and Mac. 2. Automatic patching including Microsoft updates, Mac IOS updates and supported third party applications. 3. Webroot antivirus for Windows and Mac PCs. 4. Webroot as anti-malware for Windows PCs. 5. Monitoring of drive space, CPU and memory usage. 6. Remote assistance through LogMeln. C. 24-7 365 Day Help Desk - Included in Proposal for the Servers. 1. Remote Helpdesk Support Contact Options: a. Phone Support - Answered within 4-6 rings and responded to within 60 seconds. b. Email Support - Responded within 6 hours. c. Chat Support - Responded to within 60 seconds. 2. Will assist with any IT related issue. 3. Multiple applications supported. a. Microsoft and Mac desktop OS. b. Email and browser issues. c. Microsoft Office. d. Documented third party applications. e. Hardware and network issues. f. Printer issues. g. Mobile phones and tablets. h. User administration. i. Performance issues. i. Virus and malware issues. 888.99.ARVIG I arvig.com/business arvig,Do Business 4. Certified technicians a. HDI Certified Support. b. Apple Mac Integration. c. CompTIA A+. d. CompTIA Network. e. Microsoft Certified. D. Mobile Device Management "NOT INCLUDED IN THIS PROPOSAL" 1. Supports both Android and Apple IOS. 2. Management of installed apps. 3. Geographic deactivation. 4. Locator service. 5. Remote wipe in the event of theft. E. Backup Disaster Recovery Included in Proposal 1. Total Backup and Disaster Recovery system a. More than just protecting data, BDR is protecting the work flow of the client. b. File backups just protect the data; however, time is still required to fix the hardware and reload the information. This can result in lost employee time and lost opportunities. c. With BDR and entire crashed system can be brought online virtually to allow work to continue. (typically in less than an hour) 2. Recommended for Servers and Desktop PCs that are acting as a server a. A server has a server Windows version, i.e. Server 2008, Server 2012 or Server 2016. b. A desktop PC acting as a server would host files or programs that are accessed by other users/computers. It would also have a desktop Windows version, i.e. Windows 7, Windows 8, Windows 8.1 or Windows 10. 3. RMM is required on the protected server/desktop. a. Without RMM to monitor the health of the protected machine backups may fail. 4. Data is secured with 256 bit encryption. a. Data is encrypted from the time it leaves the protected machine through all stages of transmission and storage. b. This is the same level of protection used by most government offices. 5. Cloud Replication a. Recommended for true disaster recovery but not required. b. Protection against disasters such as fire, flood, and tornados. 6. Fully managed a. All operations are monitored b. Reports are sent to the client and the Arvig Tech Team c. Most issues can be resolved without interrupting the clients work flow. d. Recovery points are tested. e. Peace of mind for the client that their data is safe and accessible when needed. 888.99.ARVIG I arvig.com/business arvig,Do Business Definition of Managed Service Terms Hardware & Software Audits - This is the ability to pull reports on installed hardware and software and to track any changes that are made. An example of this would be where a client wants all of their PCs to have the same version of Microsoft Office so that any files saved are all in the same format. They can get a report showing which PCs have which version. The report can then be run later to verify that all updates have been completed. This can also be used if a client says that a particular machine is running slow to see how much RAM and what processor the machine has. This can be used to recommend upgrades to machines that may be reaching end of life. Patching — The installation of Microsoft Updates (Windows Updates) as well as supported 3rd party applications such as Java, Adobe products, Firefox, and others. Patching is important because it reduces security risks and keeps everything current. Custom patch policies can be created if the client has specific needs. They may have a program that requires a certain version of Java to work correctly. Updates for Java can be disabled. Patch Whitelisting Service - This is the process of testing and approving Microsoft updates. The purpose for testing is to ensure that updates that have been installed are compatible with existing software and don't create issues. When a Microsoft update is released the only testing that has been done on it is by Microsoft on systems that only contain Microsoft products. The whitelisting service also tests these updates on similar systems but the systems also have a wide variety of other typical software installed. This is to ensure that the updates don't cause problems with these applications. Not all updates are put through the testing for whitelisting. The patches that are tested are the ones that are for critical security and functionality. This can be useful if a certain update has been known to cause issues with a common software causing either the software or machine to malfunction. Desktop Performance Monitoring - This monitors disk space, CPU utilization, memory usage, and the event log of the PC to notify of any errors. This can be useful in cases where older machines or new machines with solid state hard drives don't have the disk space available to store all the client's files. If an alert comes up on one of these an audit can be run on the machine to see if upgrades should be recommended or tests run on the hardware to make sure it is functioning properly. Administrative Scripting - This is the ability to create a script that will perform a task remotely rather than have someone actually go to the PC or remote in to perform a task. Some of these are also able to be deployed through the Communicator icon so that the client can execute them without the need to call in. Software Installations - If a client is installing new software or upgrading existing software themselves and have issues the Help Desk will try to assist them. If they are unable to assist the ticket would be directed to our Tech Team and additional remote or on-site charges may apply. LogMeln Pro - This is remote access software that is included in the agent installation. This allows our Help Desk to work on issues remotely. Depending on the issue this can be done from behind the scene with the tools available through the LogMeln program or by remote controlling the user's PC. Global Troubleshooting - This is the ability to help the client no matter where they are located as long as they have an internet connection. An example would be if you took your laptop to a conference in another state. As long as it's able to get on the Internet the Help Desk can help resolve any issues. 888.99.ARVIG I arvig.com/business arvig,Do Business Identify and Analyze Server Events - Part of the monitoring on servers watches the Event Log. The event log on a server keeps a record of security, application and system events, and if they were successful or not. If they were not successful the monitoring of these will automatically create a ticket for warnings and errors that need to be corrected. Antivirus Protection — Webroot is the antivirus software that protects client's PCs from viruses and malware such as crypto locker. Network Assessments — These are tools that can be run on a client or potential client's network. They will find and identify issues relating to patching, drive space, operating system, shared folders, network users and much more. There are multiple types of specialized assessments that can be run as well as the base assessment. The additional assessments can point out possible issues relating to HIPPA and PCI compliance as well as Microsoft Exchange and SQL Server. Data Backup Verification - The system also has the ability to monitor several popular server backup solutions. If the client has one of these backup programs the system will also monitor and create tickets for issues as needed. Some of the other backup solutions that can be monitored are Symantec Backup Exec, Storage Craft Shadow Project, Intronis, eFolder, Vault Logix and a variety of software that interfaces with the built-in Windows Server Backup. Backup and Disaster Recovery (BDR) — BDR is a total backup and disaster recovery solution offered through Arvig. Protected machines are backed up multiple times each day. This solution not only allows recovery of individual files or folders but includes the ability to virtualize the entire protected machine in the event of failure. Protected information is stored locally on a backup appliance (separate server) and replicated to the cloud. This means that if the protected machine has a hardware failure the machine can be turned up virtually and work can continue like nothing happened while the hardware is being repaired or replaced. Once the hardware is repaired the virtual image and files can be restored with all of the current data from the backup device or cloud. With the cloud option if both the protected machine and appliance are damaged for example by flood or fire a virtual instance of the protected machine can be turned up in the cloud and the same information can be accessed from any other PC via a VPN connection. All data is protected from the time it leaves the protected machine with 256 - bit encryption throughout all times of transmission and storage. This is the same level of encryption used by most government offices. MDM (Mobile Device Management) — This is the management of mobile devices such as tablets and smart phones. This is available for either Android or Apple IOS. Some features of this include the ability to control installed applications, remotely wiping the device in the event of theft, and GPS locating of the device if the device is equipped. 888.99.ARVIG I arvig.com/business arvig,Do Business References: City of Sauk Centre 320 Oak Street South, Sauk Centre, MN 56378 Wendy Drobny — Office Assistant 320-352.2203 — EXT 2313 wendy(a)ci.sauk-centre.mn.us City of Battle Lake 108 East Main Street Battle Lake, MN 56515 Val Martin - Administrative Office 218-864-0424 blcity(c�eot.com Central Equipment Sales 39176 Co Rd 186 Sauk Centre, MN 56378 Ryan Rogge — Manager 320-352-0268 cesryan(a)_arvig.net Mora HRA 420 Bean Ave, Mora, MN 55051 Rose Dunn - Director 320-679-4789 director(a)morahra.org Geislinger and Sons 511 Central Ave S Watkins MN, 55389 Jeff Geislinger - Owner 320-764-2006 0eff(a-)_geislingerandsons. com 888.99.ARVIG I arvig.com/business City Council Agenda: 01/25/2021 2E. Consideration of renewing membership in the 1-94 West Corridor Coalition for 2021 in the amount of $8,598.50 Prepared by: Meeting Date: ❑ Regular Agenda Item City Administrator 01/25/2021 ® Consent Agenda Item Reviewed by: Approved by: PW Director/City Engineer City Administrator ACTION REQUESTED Motion to approve renewing 1-94 West Corridor Coalition membership and paying contribution of $8,598.50. PREVIOUS CITY COUNCIL ACTION The City Council has approved annual membership in the coalition since 2013. REFERENCE AND BACKGROUND The 1-94 West Corridor Coalition is focused on improving 1-94 and its support facilities through both short and long-term improvements. With a unified voice, the organization advocates for solutions to address transportation concerns along the 1-94 corridor between Maple Grove and St. Cloud. On the attached map in the supporting documents, the Coalition outlines completed projects, funded incomplete projects, and unfunded future projects. Using the strength of a multi -agency advocacy effort, Monticello and our partners seek to demonstrate increased regional benefit to secure funding and completion for these projects. The Coalition advocated for two BUILD grants along the corridor including MNDOT's submittal for adding an additional lane westbound on 1-94 between Monticello and Albertville as well as Maple Grove's application for Highway 610 improvements at the connection to 1-94. We were not successful on these two applications, but Maple Grove did secure $13 million through the state bonding bill for the Highway 610 project. Given our place along this essential corridor and its resulting impact on our community's growth, Monticello's participation in the coalition continues to benefit our long-term growth and development. Budget Impact: Membership dues are based on census population; Monticello's contribution for 2021 is $8,598.50. The funds are included in the 2021 Engineering Fund budget. City Council Agenda: 01/25/2021 11. Staff Impact: In collaboration with the council liaison to the organization, staff will continue to represent the City at 1-94 Coalition meetings and events. III. Comprehensive Plan Impact: The Monticello 2040 Vision + Plan specifically cites a policy statement that the city "Continue to play a proactive role in regional planning initiatives and meet regularly with representatives from nearby townships, cities, Wright and Sherburne Counties and the Mississippi River Regional Planning Partnership." STAFF RECOMMENDED ACTION City staff recommends membership renewal and associated financial contribution to the coalition. SUPPORTING DATA A. Invoice for 2021 B. 1-94 Corridor Coalition 2021 Legislative Priorities I-94 West Corridor Coalition`�� PO Box 95 Rogers, MN 55374 EM City of Monticello Monticello City Hall 505 Walnut Street Monticello, MN 55362 Invoice Date Invoice # 1/4/2021 1100 Description Qty Rate Amount 2021 Annual Membership Dues 17,197 0.50 8,598.50 Total $8,598.50 January 5, 2021 l City of Monticello 1,r94505 Walnut St Monticello, MN 55362 CORRIDOR COALITION Local businesses, units of government and organizations like yours are the lifeblood of Minnesota's economy, providing jobs and sustaining families in cities, towns and neighborhoods like the ones in which we work and live. The vitality of our local businesses depends greatly on the health of our infrastructure. It is because of this need that the 1-94 West Coalition was formed and why we are asking that you renew your membership. The 1-94 West Corridor Coalition is a partnership of businesses and local governments, formed to provide a strong, united voice to advocate for and address transportation concerns along the 1-94 corridor, from the Fish Lake Interchange to St. Cloud. Our growing communities require foresight, planning, and relentless advocacy to ensure our region's transportation needs are not lost at the Capitol. We've experienced major success over the past years with the opening of additional lanes between Highway 101 in Rogers and Highway 241 in St. Michael, which have resulted in a 55% reduction in total travel delay and the completion of nearly 3 million square feet of new industrial development in the region. The Coalition had unprecedented success recently which included securing approximately $400 Million Dollars in funding for improvements along the Corridor between Maple Grove and Clearwater. These improvements include: • Completion of Highway 610 in Maple Grove that connects 1-94 and County Road 30 in Maple Grove • Added lanes between Highway 610 in Maple Grove to Highway 101 in Rogers • A new 1-94 Interchange at Dayton Parkway (aka Brockton) in Dayton • Added Lanes and improved interchanges between Highway 241 in St. Michael and County Hwy 37/19 in Albertville • Added lanes between Highway 25 in Monticello and Highway 24 in Clearwater In 2020, our Coalition members and supporters continued to advocate for stable, reliable, and dedicated transportation funding plan that accounts for the long-term transportation needs of the State of Minnesota. We are looking forward to a successful 20211 It is because of the involvement of organizations like yours, that the 1-94 West Corridor Coalition experiences remarkable support and success. 1-94 Coalition Members demonstrated their commitment to our region though billboard sponsorships, interviews, legislative testimonies, and much more. The support of your organization and many others has been phenomenal, and we look forward to working together in 2021 with the renewal of your membership. Please find enclosed our 2021 Legislative Priorities and an invoice to renew your membership. Membership benefits include: recognition on the coalition website (greenlight94.com); email updates about coalition activities and transportation news; invitations to coalition events; and alerts about ways to get involved to further our efforts. Please contact info@greenlight94.com or call the Coalition at 612-594-7557 for more information. Sincerely, It6ot- 1-94 West Corridor Coalition Board FT) It -94 CORRIDOR O ALIT ION 2021 State of Minnesota Legislative Priorities The 1-94 West Corridor Coalition comprises businesses, individuals, and government agencies committed to improving 1-94 and its support facilities. Short- and long-term improvements to I- 94 will generate economic benefits, improve freight and passenger car mobility, and enhance the quality of life for residents and visitors. The mission of the Coalition is to provide a strong, united voice to advocate for and address transportation concerns along the 1-94 corridor, from Maple Grove to St. Cloud. Our growing communities require foresight, planning, and relentless advocacy to ensure that Central Minnesota's transportation needs are not forgotten. Achieving these goals will require that projects currently funded but unfinished will receive the nearly $400 million allocated in a timely fashion to ensure they are completed. These funded but unfinished priority projects along the 1-94 West Corridor include: • Completion of Highway 610 in Maple Grove that connects 1-94 and County Road 30 in Maple Grove • Added lanes between Highway 610 in Maple Grove to Highway 101 in Rogers • A new 1-94 Interchange at Dayton Parkway (aka Brockton) in Dayton • Added Lanes and improved interchanges between Highway 241 in St. Michael and County Hwy 37/19 in Albertville • Added lanes between Highway 25 in Monticello and Highway 24 in Clearwater We will continue to work towards our mission by asking MnDOT to reapply for the 1-94 4 to 6 Lane Expansion Gap Removal Project 1-94 West Corridor Coalition BUILD Grant Project Applications and assist in securing Federal USDOT Agency support/selection for these applications. The 1-94 West Corridor Coalition expects that all decisions relating to transportation funding will be based on factual analysis in a fair and transparent manner with an emphasis on reducing congestion caused by freight and commuter traffic on 1-94. Any project selection process should be valued based on ROI and merit. We've experienced major success over the past years which include: • The opening of additional lanes between Highway 101 in Rogers and Highway 241 in St. Michael, which have resulted in a 55% reduction in total travel delay and the completion of nearly 3 million square feet of new industrial development in the region. • Trunk Highway 610 receiving $13 million from the 2020 bonding bill for road improvements between TH 610 and 1-94, and the extension to County Road 30. The completion of TH 610 connections to 1-94 and to County Road 30 in Maple Grove is critical to our regional transportation system. r 1.94 PAVE MEPST RECONSTRUCTION & EXPA ISS I O N 4 TO 6 LANES Monticello no Llearwat-pr Clearwa*r W io St. Cloud Wnticello m Unrunded Projects — Funded Pru*ts m C-Dmpleted Projects N W • E 1.94 CAPACITY MNS*N From 4 to 6- arses and auxiliary tines betvmw CR 14 In Abertvllie arid Hwy 241 in 5T Michael -- 7 1 cftag a 5LMIrhael a4, Hoger3 LOMPLUEO I•S4 CAPACITY EXPANMON I.+wv ICI I in a._t7 r- ' DAYTON PARKWAY INTER{HANG IE 610 114TERCHANGE Maple Grov* 7 Twin Cities ll-%UWM9E0 GVENAV From Fish Lake Iniefchanc .p m West jDf Hwy 101. Fmject includes auxiliary lanes from Hwy 101 to Hwy 6T City Council Agenda: 01/25/2021 2F. Consideration of appointing Michael Mossey to a two-year term (2021-2022) as Monticello Fire Chief as recommended by fire department personnel and appointing him as a rearesentative to the Fire Relief Board of Trustees Prepared by: Meeting Date: ❑ Regular Agenda Item Human Resources Manager 1/25/21 ® Consent Agenda Item Reviewed by: Approved by: Fire Chief City Administrator ACTION REQUESTED Motion to appoint Michael Mossey to a two-year term as Monticello Fire Chief and representative to the Fire Relief Board of Trustees. REFERENCE AND BACKGROUND At the Fire Department's Annual Meeting and Election held in January, fire department personnel voted and selected Michael Mossey to serve as Monticello's Fire Chief for a term of two years. As Fire Chief, Mossey will also serve as a member representative on the Fire Relief Board of Trustees for 2021-2022. Mossey has been with the Monticello Fire Department since August 2008. During his time with the fire department, Mossey has served as Lieutenant (2014), Captain (2015-2016), and most recently as Fire Chief (2017-2020). Mossey is self-employed and currently resides in Monticello. Budget Impact: This position is included in the current budget. II. Staff Workload Impact: N/A III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION Staff recommends approving the appointment of Michael Mossey as Fire Chief and representative to the Fire Relief Board of Trustees. SUPPORTING DATA • None City Council Agenda: 01/25/2021 2G. Consideration of approving the assignment of the Rivertown Suites Planned Unit Development and Development Agreement Prepared by: Meeting Date: ❑ Regular Agenda Item Community Development Director 1/25/21 ® Consent Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to approve an assignment of the Rivertown Suites Planned Unit Development and Development Agreement required as a result of transfer of ownership of the subject property. REFERENCE AND BACKGROUND Developer Rivertown Residential Suites, LLC is in process of transferring ownership of the Rivertown Suites multi -family project to GCRE — Rivertown LLC. Rivertown Suites is a 47 -unit multi -family project located at the corner of 3rd and Locust streets in downtown Monticello. GCRE (Grant City Real Estate) is based in St. Cloud, Minnesota and owns other multi -family properties throughout central Minnesota. An assignment of the development contract is required for the Rivertown Suites project as components of the PUD and development still require final inspection. In addition, as a PUD, the terms and conditions of the PUD zoning will remain applicable until otherwise amended. Per the contract, Council approval of the assignment of the development agreement is required. Rivertown Suites has completed all site improvements required by the Planned Unit Development and development contract. The public improvements, including sidewalks, lighting and on -street parking have been completed and inspected. The improvements are currently in their warranty period and as a condition of the assignment, GCRE will be required to submit a warranty bond or letter of credit to guarantee the work for the required 2 -year period per development agreement. In addition, the site landscaping will require a final inspection per code in May of 2021; a replacement letter of credit will be required to guarantee its survival until that time. Private on-site development improvements are also complete per the agreement and PUD plans. Staff has discussed the terms of the development contract and assignment with representatives from GCRE. The assignment presented for Council consideration was prepared by the city attorney and is reflective of comments provided by GCRE. City Council Agenda: 01/25/2021 Matters relating to the EDA's contract for tax increment financing will be addressed by the EDA. Budget Impact: None. The assignee will be responsible for submitting required securities per the development agreement, including the security for public improvement warranty and landscaping improvements requiring final inspections. II. Staff Workload Impact: Approximately 5 hours have been spent by the Community Development Director and City Attorney in reviewing the assignment, responding to developer and assignee comment, and preparing the report. III. Comprehensive Plan: The Monticello 2040 Vision + Plan includes the value of providing for a vibrant downtown. Rivertown Suites is a recent downtown development for which the development agreement and PUD are instrumental in establishing and maintaining a project which brings people into the core of the community. Assignment of the agreement ensures that the terms of the PUD continue to be met. STAFF RECOMMENDED ACTION City staff recommends approval of the assignment. The assignment requires GCRE as the successor developer to be responsible to the terms of the original Rivertown Suites development contract and PUD. SUPPORTING DATA • Assignment Agreement (reserved.for recording information) ASSIGNMENT OF DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT AGREEMENT AGREEMENT dated , 2021, by, between, and among the CITY OF MONTICELLO, a Minnesota municipal corporation ("City"); RIVERTOWN RESIDENTIAL SUITES, LLC, a Minnesota limited liability company (the "Developer"); and GCRE - RIVERTOWN, LLC, a Delaware limited liability company (the "Successor Developer"). RECITALS A. The City and the Developer have entered into a Development Contract and Planned Unit Development Agreement dated September 7, 2018, concerning the development of Rivertown Residential Suites, into a 47 -unit, four-story multifamily apartment building with 33 underground parking stalls and a surface parking lot to accommodate 35 on-site spaces. The Development Contract and Planned Unit Development Agreement was recorded with the Wright County Recorder's office on September 19, 2018 as Document No. A1379994 (the "Development Contract"). B. Developer has requested the Development Contract be assigned to Successor Developer for the property legally described as Lots 1, 2, and 3, Block 36, Original Plat, Wright County, Minnesota, according to the recorded plat thereof ("Property"). C. Successor Developer will be acquiring the Property and has asked to assume the rights and obligations of the Development Contract. D. Paragraph 33.J. of the Development Contract prohibits Developer from assigning the Development Contract without written permission of the City Council. 2132090 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 of this Assignment. Successor Developer shall be responsible for all legal expenses related to this Assignment. The Successor Developer accepts the assignment and agrees to be bound by the terms of the Development Contract. The City approves the Developer's assignment of its interest, rights, and obligations under the Development Contract to Successor Developer, subject to the following conditions: (i) Final landscaping inspection and approval by the City Spring 2021 and submission of a letter of credit securing the landscaping per plan. (ii) Continuation of warranty for the public improvements until November 6, 2022 and submission of the required warranty bond in the amount of 25% of the total cost of the public improvements or submission of letter of credit outstanding security for the public improvements in the amount of 10% of the total cost of the public improvements. 2. BINDING EFFECT. Successor Developer agrees to be bound by the Development Contract to the same extent as if it had been the original party to the Development Contract. Successor Developer shall be responsible for all work previously performed by Developer under the Development Contract. 3. CASH ESCROWS AND UNPAID BILLS. Cash escrows established by Developer for remaining work required under the Development Contract are hereby assigned to Successor Developer. Any unpaid bills or obligations of Developer that are due or that may become due under the Development Contract are assumed by Successor Developer. 4. NOTICES. Required notices to the Successor Developer shall be in writing, and shall be either hand delivered to the Successor Developer, its employees or agents, or mailed to the Successor Developer by registered mail at the following address: GCRE — Rivertown, LLC ATTN: Andy Martin 3900 Roosevelt Road #125 St. Cloud, MN 56301 5. EFFECTIVE DATE OF ASSIGNMENT. This Assignment shall be effective when the City has received from the Successor Developer: a certificate of insurance in the amount and on the form required by the Development Contract, and a letter of credit from a bank acceptable to the City for $57,315 for site landscaping and $9,604.91 for public improvement warranty per Section 1 of this agreement and as required by the Development Contract replacing the letter of credit furnished by the Developer. 6. BINDING EFFECT/RECORDING. This Assignment shall be recorded against the title to the Property and is binding upon the parties, their successors, heirs, and assigns. 2132090 2 213209v1 CITY: CITY MONTICELLO m STATE OF MINNESOTA ) (ss. COUNTY OF WRIGHT ) Lloyd Hilgart, Mayor Rachel Leonard, City Administrator The foregoing instrument was acknowledged before me this day of , 2021, by Lloyd Hilgart and by Rachel Leonard, 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 2132090 4 DEVELOPER: RIVERTOWN RESIDENTIAL SUITES, LLC Its STATE OF MINNESOTA ) ( ss. COUNTY OF HENNEPIN ) [print name] [title] The foregoing instrument was acknowledged before me this day of , 2021, by , the of Rivertown Residential Suites, LLC, a Minnesota limited liability company, on behalf of the entity. Notary Public 213209v1 5 STATE OF ss. COUNTY OF SUCCESSOR DEVELOPER: GCRE - RIVERTOWN, LLC Its [print name] [title] The foregoing instrument was acknowledged before me this day of , 2021, by , the of GCRE — Rivertown, LLC, a Delaware limited liability company, on behalf of the entity. 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 213209vl 6 MORTGAGE HOLDER CONSENT TO ASSIGNMENT OF DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT AGREEMENT BELL BANK, a , which holds a mortgage on all or part of the property subject to the foregoing Assignment of Development Contract and Planned Unit Development Agreement, which mortgage is dated February 27, 2019 and was recorded March 5, 2019 in the office of the Wright County Recorder as Document No. A1390808 the development of which is governed by the Development Contract described in the foregoing Assignment, hereby consents to and approves the terms and conditions set forth in the above - referenced Assignment as of the date set forth below. Dated this day of , 2021. STATE OF MINNESOTA ) (Ss. COUNTY OF ) The foregoing instrument 2021, 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 BELL BANK Its was acknowledged before me this by of Bell Bank, a Notary Public 2132090 7 [print name] [title] day of the on City Council Agenda: 01/25/2021 2H. Consideration of approving amendments to the Assessment Policy as related to Development - Related and Deferred Assessments Prepared by: Meeting Date: ❑ Regular Agenda Item Community Development Director 1/25/21 ® Consent Agenda Item Reviewed by: Approved by: Finance Director, City Clerk, City City Administrator Engineer ACTION REQUESTED Motion to approve amendments to the current Assessment Policy to clarify existing assessment practices and incorporate the ability to defer certain development -related city fees to the time of actual development on a property. REFERENCE AND BACKGROUND In December of 2020, LSW Investments requested that the city consider allowing deferral of the trunk area charges applicable to residential plat development for a period of two years from the time of final plat approval. The City Council authorized the deferral of assessments for trunk area charges with the approval of the final plat and corresponding development agreement for the LSW project. The deferral terms would require assessment after 2 years at 1.5% over prime rate over a 5 -year term. Any lots sold within the 2 -year deferral would require payment of trunk charges, as the lots would be considered available for development. As this approval represents a new assessment practice for residential development, staff has reviewed the city's Assessment Policy and believe a minor amendment is appropriate. Specifically, the amendment would clarify the term "undeveloped" to include land which has been platted, but upon which development using the public improvement has not commenced. The amended language is not overly specific, which will allow Council flexibility in the final terms of the assessment, including duration, interest rate, and commencement date of interest. An additional change to Section 11 is suggested for clarification regarding specific exceptions the city does not make in assessing charges. The Assessment Policy currently states: SECTION 11. DEFERMENT OF SPECIAL ASSESSMENTS City Council Agenda: 01/25/2021 It is the policy of the City to not defer assessments for senior citizens 65 years of age or older or persons retired by virtue of a permanent and total disability. The City Council may elect to defer assessments on undeveloped land for a specified length of time or until the lands are developed. Terms and conditions of any such deferral will be established in the resolution adopting the assessments. Staff recommends the following amendment to the policy: It is the policy of the City to assess all parties in the same manner regardless of age or level of disability. The City Council may elect to defer assessments on undeveloped land for a specified length of time or until the lands are developed. This may include land which has been platted, but for which use of the public improvements has not yet commenced. Terms and conditions of any such deferral will be established in the resolution adopting the assessments. In addition to the amendments outlined above, staff proposes an additional clarification relating to other development -related assessments. The city has previously approved assessment of trunk area and SAC/WAC for commercial and industrial projects, rather than requiring the full payment to be made at the time of final plat. While assessment of trunk area charges is already covered within the Assessment Policy, staff also suggests the following amendment related to the assessment of SAC/WAC for commercial and industrial development: SECTION 10. ASSESSMENT COMPUTATIONS J. Other Improvements Based on the City Council determination, any other improvements may be fully assessed or assessed in part. Sewer and water access charges for commercial and/or industrial projects may also be assessed to the subject development property. In some cases, Council has approved assessment agreements deferring trunk and SAC/WAC charges to the time of development of the property, at which time the assessments are levied and spread out over time. Such deferrals would be covered under the proposed Section 11 language above. Budget Impact: The amount of impact, both for amount of interest paid to the city, and the costs of lost interest during the deferrals will vary from project to project. City Council Agenda: 01/25/2021 II. Staff Workload Impact: Approximately 4 hours of staff time was spent in reviewing the policy and preparing the proposed amendment. Staff will also evaluate the use of these tools and recommend changes to the Assessment Policy as needed. III. Comprehensive Plan Impact: The Monticello 2040 Vision + Plan includes goals for business attraction and retention and for tax base expansion. The ability to provide flexible tools for payment of development fees for new or expanded development supports both goals. STAFF RECOMMENDED ACTION City staff recommends approval of the amendments to the Assessment Policy language. The proposed language clarifies the ability to defer assessments on land which has been platted, but for which development and resulting impact to municipal systems has not yet commenced. The city attorney has verified that the Council can revise its policy to cease use of these types of assessments and deferrals at any time. SUPPORTING DATA • Assessment Policy as adopted on 12-11-2017 Monticello SPECIAL ASSESSMENT AND TRUNK AREA POLICIES AND PROCEDURES FOR PUBLIC IMPROVEMENTS AND MAINTENANCE COSTS SECTION 1. General Policy Statement. SECTION 2. Improvements and Maintenance Costs Eligible for Special Assessment. SECTION 3. Initiation of Public Improvement Projects. SECTION 4. Public Improvement Procedures. SECTION 5. Financing of Public Improvements. SECTION 6. General Assessment Policies. SECTION 7. Methods of Assessment. SECTION 8. Standards for Public Improvement Projects. SECTION 9. Policies of Reassessment. SECTION 10. Assessment Computations. SECTION 11. Deferment of Assessments SECTION 12. Apportionment of Assessments upon Land later Subdivided SECTION 1. GENERAL POLICY STATEMENT The purpose of this policy is to establish a fair and equitable manner of assessing the increase in market value (special benefit) associated with public improvements. The procedures used by the City for levying special assessments are those specified by Minnesota Statutes, Chapter 429 which provides that all or a part of the cost of improvements may be assessed against benefiting properties. Three basic criteria must be satisfied before a particular parcel can be assessed. The criteria are as follows: The land must have received special benefit from the improvement. The amount of the assessment must not exceed the special benefit. The assessment must be uniform in relation to the same class of property within the assessment area. It is important to recognize that the actual cost of extending an improvement past a particular parcel is not the controlling factor in determining the amount to be assessed. However, in most cases the method for assigning the value of the benefit received by the improvement, and therefore the amount to be assessed, shall be the cost of providing the improvement. This shall be true provided the cost does not demonstrably exceed the increase in the market value of the property being assessed. The entire project shall be considered as a whole for the purpose of calculating and computing an assessment rate. In the event city staff has doubt as to whether or not the costs of the project may exceed the special benefits to the property, the City Council may obtain such appraisals as may be necessary to support the proposed assessment. The assessment policy is intended to serve as a guide for a systematic assessment process in the City. There may be exceptions to the policy or deviations from the policy for unique circumstances or situations which may require special consideration and discretion by the City Council. SECTION 2. IMPROVEMENTS AND MAINTENANCE COSTS ELIGIBLE FOR SPECIAL ASSESSMENT Subd. 1. The following public improvements and related acquisition, construction, extension, and maintenance of such improvements, authorized by Minnesota Statutes, Sections 429.021 and 459.14, subd. 7, are eligible for special assessment within the City: 1. Streets, pavement, including streetscape improvements. 2. Pathways- defined as sidewalks and trails. 3. Parking lots. 4. Water works systems and appurtenances, within and without the corporate limits. 5. Sanitary sewer and storm sewer systems including appurtenances, within and without the corporate limits. 6. Street boulevard trees. 7. Street lights, street lighting systems and special lighting systems. 8. Steam heating mains. 9. Parks, playgrounds, and recreational facilities, including the purchase of equipment, within or without the corporate limits. 10. Abatement of nuisances; including but not limited to, draining and filling swamps, marshes, and ponds on public and private property. 11. Dikes and other flood control works. 12. Retaining walls and area walls. 13. A pedestrian skyway system upon a petition pursuant to section 429.031, subdivision 14. Underground pedestrian concourses. 15. Public malls, plazas or courtyards. 16. District heating systems. 17. Fire protection systems in existing buildings upon a petition pursuant to section 429.031, subdivision 3. 18. Highway sound barriers. 19. Gas and electric distribution facilities. 20. Traffic Signals Subd. 2. The City is also authorized by ordinance adopted pursuant to Minnesota Statutes Section 429.021 through 429.101 to recover, through special assessment, the following maintenance costs: 1. Snow, ice, or rubbish removal from sidewalks. 2 2. Weed elimination from streets or private property. 3. Removal or elimination of public health or safety hazards from private property excluding any structure included under the provisions of Minnesota Statutes, sections 463.15 to 463.26. 4. Installation or repair of sewer service lines, water service lines, street sprinkling, sweeping, or other dust treatment of streets. 5. The trimming and care of trees and the removal of unsound trees from any street. 6. The treatment and removal of insect infested or diseased trees on private property. 7. The repair of sidewalks and alleys. 8. The operation of a street lighting system. 9. The operation and maintenance of a fire protection or a pedestrian skyway system. 10. Inspections relating to a municipal housing maintenance code violation. 11. The recovery of any disbursements under section 50413.445, subdivision 4, clause (5), including disbursements for payment of utility bills and other services, even if provided by a third party, necessary to remedy violations as described in section 50413.445, subdivision 4, clause (2). 12. The recovery of delinquent vacant building registration fees under a municipal program designed to identify and register vacant buildings. SECTION 3. INITIATION OF PUBLIC IMPROVEMENT PROJECTS Public improvement projects can be initiated in the following ways. 1. Public improvement projects may be initiated by petition of owners of at least 35% in frontage of the property abutting the proposed improvement. 2. Public improvements also may be initiated by the City Council when, in its judgment, such action is required. 3. A resolution ordering any improvements initiated by the Council or by owners of less than 35% of abutting property owners requires a four-fifths majority vote of all members of the Council. A resolution ordering any improvements initiated by owners of not less than 35% of abutting property owners requires a majority vote of all members of the Council. A resolution ordering any improvements initiated by all owners of abutting property, and assessing the entire cost against their property, may be adopted without a public hearing. SECTION 4. PUBLIC IMPROVEMENT PROCEDURE The following is the general procedure followed by the City Council for all public improvement projects from initiation of such a project through certification of the assessment roll to the County Auditor. Formats for the various reports and resolutions referenced in this section are made a part of the policies and procedures of the City. 1. Staff reviews petition or Developer's request for submission to Council. 2. Council accepts or rejects petition or request. If based upon a petition, the Council adopts a resolution declaring whether the required percentage of property owners has signed. If the petition or request is accepted, Council orders preparation of feasibility report. 3. Staff prepares feasibility report. The report shall evaluate whether the proposed improvement is necessary, cost-effective, and feasible and whether it should be made as proposed or in conjunction with another project. The report shall include an estimate of the 3 cost of the improvement as proposed. A reasonable estimate of the total amount to be assessed and a preliminary assessment roll shall be included in the report or provided at the improvement hearing. If the preliminary assessment roll reflects any proposed deviation or change from the assessment policy as to how the preliminary assessments are calculated or apportioned, the report or information provided at the improvement hearing shall describe the basis for that deviation or change. The report may also propose changes to the subsequent process or timeline specified herein, including proposing the adoption of the assessment roll prior to award of contract, as allowed by law. The Council may refer the report to the Planning Commission. 4. Council accepts or rejects feasibility report. If accepted, Council orders public hearing on the improvements. 5. Staff posts and publishes hearing notice and mails notices to affected property owners as provided in Minn. Stat. § 429.031(a). 6. Council conducts public hearing. 7. Within six (6) months of the hearing date, Council adopts or rejects resolution ordering improvement to be constructed and advertisement of bids. If adopted, staff prepares final plans, advertises for and opens bids as provided in Minn. Stat. § 429.041, prepares bid tabulation, makes recommendation to City Council for award. Bonds to finance project costs may be issued at any time after the improvements are ordered. 8. Council awards contract based on the bids received. 9. Council authorizes preparation of assessment roll, reviews proposed assessment roll and orders assessment hearing. 10. Staff publishes hearing notice, mails notice of hearing date and proposed assessments to the affected property owners as provided in Minn. Stat. § 429.061. 11. Council conducts assessment hearing and adopts, revises, or rejects resolution determining the amount of the total expense the City will pay, if any, and establishing the assessment roll. If adopted, Council authorizes certification of the assessment to the County Auditor. 12. Staff certifies the assessment roll to the County Auditor. 13. Staff supervises construction and prepares payments. SECTION 5. FINANCING OF PUBLIC IMPROVEMENTS The City encourages public improvement projects as the area (s) benefiting and needing such improvements develop. Examples of this policy can be seen through the subdivision regulations, zoning ordinance, and building codes. Developers are required to provide the needed improvements and services before development occurs, thereby avoiding unexpected hardships on the property owners purchasing such property and the general public. However, it is recognized that certain areas of the City have developed without all needed public improvements (e.g. parks, water, sewer, and street improvements) and that methods must be found to provide these improvements without causing undue hardships on the general public or the individual property owner. Special assessments are generally accepted as a means by which areas can obtain improvements or services; however, the method of financing these is a critical factor to both the City and the property owner. Full project costs spread over a very short term can cause an undue hardship on the property owner and, likewise, city costs and systems costs spread over a long period of time can produce an undue hardship on the general public of the City. C! SECTION 6. GENERAL ASSESSMENT POLICIES APPLICABLE TO ALL TYPES OF IMPROVEMENTS The cost of any improvement shall be assessed upon property by the improvements based upon benefits received. The following general principles shall be used as a basis of the City's assessment policy: 1. Project Cost. The "project cost" of an improvement includes the costs of all necessary construction work required to accomplish the improvement, plus engineering, legal, administrative, financing and other contingent costs, including acquisition of right-of-way and other property. The finance charges include all costs of financing the project. These costs include but are not limited to financial consultant's fees, bond rating agency fee, bond attorney's fees, and capitalized interest. The interest charged to the project shall be included as financing charges. 2. City Cost. The "city cost" of an improvement is the amount of the total improvement expense the City will pay as determined by Council resolution. Where the project cost of an improvement is not entirely attributed to the need for service to the area served by said improvement, or where unusual conditions beyond the control of the owners of the property in the area served by the improvement would result in an inequitable distribution of special assessments, based on a benefit appraisal or for any other reason determined by the City, the City, through the use of other funds, may pay such "city cost." 3. Assessable Cost. The "assessable cost" of an improvement is equal to the "project cost" minus the "city cost." 4. Interest. The City will charge interest on special assessments at a rate specified in the resolution approving the assessment roll. If bonds were sold to finance the improvement project, the interest rate shall be two percent (2%) greater than the average coupon interest rate of the bonds, rounded to the nearest tenth (0.10) of a percent (ex. average coupon rate of 3.15% = assessment rate of 5.20%). If no bonds were sold, the interest rate shall be set at: 1) the prime rate, as published in the Wall Street Journal, plus 2% for a 10 -year term or plus 1.5% for a 5 -year term; or 2) the maximum rate allowed by State law. 5. Prepayment. Property owners may pay their assessments in full interest free for a period of 30 days after the assessment hearing. After such period interest shall be computed from the date specified in the assessment resolution. The City will transmit a certified duplicate of the assessment roll with each installment, including interest, to the County Auditor, or in lieu of such certification, annually certify to the County Auditor by November 30 in each year, the total amount of installments of and interest on assessments on each parcel which are to become due in the following year. Partial payments are not allowed. After the City has made the first certification of principal and interest to the County Auditor, prepayment will be accepted only for the total amount still owing including interest and must be made prior to November 15 of any year. If a parcel has two or more separate special assessments, prepayment of the remaining principal balance may be made on one or more assessment totals. Tax-exempt parcels such as churches and school properties may make only one partial prepayment to the first certification to the County Auditor. The remaining principal after the partial prepayment will be paid in equal installments over the remaining term of the special assessments. 5 6. Extensions. Where an improvement is designed for service of an area beyond that receiving the initial benefit, the City may pay for increased project costs due to such provisions for future service extensions. The City will levy assessments to cover this cost when a new improvement is installed as an extension of the existing improvement upon identification of such additional amount in the notice of hearing for the extensions or new improvements. As an alternative, the City may assess these costs to the area of future benefit immediately 7. Project Assistance. If the City receives financial assistance from the Federal Government, the State of Minnesota, the County, or from any other source to defray a portion of the costs of a given improvement, such aid will be used first to reduce the "city cost" of the improvement. If the financial assistance received is greater than the "city cost," the remainder of the aid will be placed in the Capital Improvement Fund to be applied towards other City projects. The amount or apportionment of the assessments to be levied will be consistent regardless if the projects receive the above-mentioned financial assistance or not. 8. Assessable Property. Property owned by the City and other political subdivisions including municipal building sites, parks and playgrounds, but not including public streets, alleys, and right-of-way, shall be regarded as being assessable on the same basis as if such property was privately owned. Private right-of-way shall be assessable. 9. Individual Benefits. The City must construct improvements specifically designed for or shown to be of benefit solely to one or more properties. The costs for these improvements will be assessed directly to such properties, and not included in the assessments for the remainder of the project. An example of this would be utility service lines running from the main lines to the property. 10. Benefit Appraisals. In the event that city staff has doubt as to whether or not the proposed assessments exceed the special benefits to the property in question, the City Council may order benefit appraisals as deemed necessary to support the proposed assessments. 11. Residential property: Shall be defined as a platted, buildable, residential parcel occupied or unoccupied, in accordance with the City of Monticello zoning and subdivision ordinances. For the purposes of this policy, a residential property is defined as those that consist of three or less dwelling units per building. 12. Non-residential property: Shall be defined as a platted, buildable, non-residential parcels occupied or unoccupied, in accordance with City of Monticello zoning and subdivision ordinances. For purposes of this policy, a non-residential property includes commercially and, industrially zoned properties, apartment buildings (consisting of more than 3 dwelling units) and tax-exempt properties. SECTION 7. METHODS OF ASSESSMENT Subd. 1. General Statement. There are different methods of assessment: per lot, adjusted front foot, and area. The feasibility report will recommend one or a combination of these methods for each project, based upon which method would best reflect the benefit received for the area to be assessed. The City Council will select the preferred method of calculating the assessments at the time the project is ordered, which is typically the same date of the public hearing. Subd. 2. Policy Statement. The following methods of assessment, as described and defined below, are hereby established as methods of assessment in the City. G 1. "Front Footage" Method of Assessment -Non-residential Properties. The front footage assessment method applies to non-residential properties and is measured at the property line. Individual parcel can differ considerably in shape and area. In these cases, the actual physical dimensions of a parcel abutting an improvement (i.e., street, sewer, water, etc.) may not be construed as the frontage utilized to calculate the assessment for a particular parcel. Rather, an "adjusted front footage" will be determined. The purpose of this method is to equalize assessment calculations for lots of similar size. Individual parcels by their very nature differ considerably in shape and area. The following procedures will apply when calculating adjusted front footage. The selection of the appropriate procedure will be determined by the specified configuration of the parcel. All measurements will be scaled from available Wright County GIS parcel data and will be rounded down to the nearest foot dimension with any excess fraction deleted. For the purpose of determining the "assessable frontage," all properties, including governmental agencies, shall have their frontages included in such calculation. a. Rectangular Interior Lots. For rectangular interior lots, the footage equals the dimension of the side of the lots abutting the improvement. b. Cul-de-sac Lots. For cul-de-sac lots, the larger of the following shall apply: i. Footage equals the lot width at the building setback line; or, ii. Footage equals the average of the front and rear lot lines. c. Corner or Through Lot Adjustment. When improvements are made to a corner or through lot, including parcels abutting three streets, adjusted frontage will be determined by one of the following methods: i. 100% of the footage, if the side of the lot abutting the improvement is the short or front side of the lot. ii. 50% of the footage if the side of the lot abutting the improvement is the long side of the lot and where there is an access. iii. Where there is not an access, 25% of the side lineal footage. iv. If a direct access is added at a later date, the additional 25% footage will apply. v. 0% of rear yard the footage, unless there is an access from a street being improved with the project, in which case a 50% of rear yard the footage shall apply. 2. "Per Unit" Method of Assessment- Residential Properties The "per unit" method of assessment applies to residential properties and shall be based on equal assessment of all dwelling units within the benefited area that have direct access to the improvement. A single family residential home is considered 1 unit. Where one property consists of 2 or 3 dwelling units, each of those units shall be assessed individually at the assessment rate per unit. Residential corner parcels are assessed per unit for the street it fronts on and has access to and not the side street(s). Residential parcels with more than one driveway access are assessed per dwelling unit regardless of the number of driveways. Lots that can be subdivided according to the City's prevailing Zoning and Subdivision ordinances will be assessed on a unit basis. 7 For the purpose of determining the "units" or "parcels" all parcels, including governmental agencies, shall be included in such calculations. 3. "Area" Method of Assessment The "area" method of assessment shall be based on the number of square feet or acres within the boundaries of the appropriate property lines of the areas benefiting from the project. The assessment rate (i.e., cost per square foot) shall be calculated by dividing the total assessable cost by the total assessable area. On large lots, the City Engineer may determine that only a portion of the lots receives the benefit and may select a lot depth for the calculations equal to the benefit received. All properties included in the benefited area, including other governmental areas, churches, etc., shall be assessable. The following items may not be included in area calculations: public right-of-ways, and natural waterways, swamps and lakes and other wetlands designated by the Minnesota Department of Natural Resources or the City. The City Engineer will make a recommendation on the boundaries or parameters of the benefited area in the feasibility report. Examples of the area method includes area wide assessments for pathway improvements, trunk fee distribution of assessment for developments, contributing drainage area for storm sewer assessments, etc. SECTION 8. STANDARDS FOR PUBLIC IMPROVEMENT PROJECTS The following standards are hereby established by the City to provide a uniform guide for improvements within the City. A. Surface Improvements Surface improvements shall normally include all improvements visible on or above the ground within the right-of-way, and includes, but is not limited to trees, lighting, sidewalks, trails, signing; street and accessory improvements such as drainage ponds and facilities, parking lots, parks and playgrounds. Policy Statement. Prior to construction or completion of surface improvements, all utilities and utility service lines (including sanitary sewers, storm sewers, water lines,) shall be installed to all planned service locations such as residences or buildings. All installations shall also comply, to the maximum extent feasible, with nationally recognized standards such as those of the American Insurance Association. When practicable, no surface improvements to less than both sides of a full block of street shall be approved except as necessary to complete partially completed improvements initiated previously. Concrete curbing or curb and gutter shall be installed at the same time as street surfacing. B. Sub -Surface Improvements Subsurface improvements shall normally include such items as water distribution, sanitary sewer and storm sewer lines. Main lines are the publicly owned and maintained lines or facilities such as trunk lines, interceptors, mains, and laterals. Service lines are those privately owned lines or facilities extending from the main line to the property line. Policy Statement. Sub -surface improvements shall be made to serve current and projected land use. All installations shall conform to applicable standards established by local, state and/or federal agencies of competent jurisdiction. All installations shall also comply, to the maximum extent feasible, with nationally recognized standards such as those of the American Insurance Association. Service lines from the lateral or trunk to the property line of all planned service locations such as residences or buildings shall be installed in conjunction with the construction of the mains. SECTION 9. POLICIES OF REASSESSMENT The City shall design public improvements to last for a definite period. The life expectancy or service life shall be as stated in the policy statement of this section, or if different, shall be as stated in the resolution ordering improvement and preparation of plans. A. Policy Statement The following are the "life expectancies" or "service lives" of public improvements except as may be otherwise stated in the resolution ordering improvement and preparation of plans. 1. Sidewalks - 20 years. 2. Street improvements, including surfacing and curb and gutter - 20 years. 3. Ornamental street lighting - 20 years. 4. Water Mains - 20 years. 5. Sanitary Sewers - 30 years. 6. Storm Sewers - 30 years. SECTION 10. ASSESSMENT COMPUTATIONS The following is the typical city assessment for various specified improvements. A. Street and Curb and Gutter Improvements 1. New Constructions. New streets in new developments are either constructed by the developer or assessed 100% to the abutting benefited lots within the development plat. Street and curb and gutter improvements will normally be assessed by the unit assessment and/or adjusted front foot method, however other methods may be utilized if conditions warrant. Oversizing costs are determined by a method authorized by the City Council. 2. Reconstruction: Street reconstruction is defined as all necessary removals and replacements, grading, base, subsurface drainage, hard surfacing (such as bituminous or concrete), replacement of existing curb and gutter, driveways, restoration, signage, striping, and other miscellaneous work necessary to reconstruct existing deteriorated streets. X b. Local Roadway Reconstruction: i. Residential Assessment Rate: Based on a per dwelling unit assessment rate. New curb and gutter is 100% assessed based on an equivalent front footage to unit method. ii. Non- Residential Assessment Rate: Street reconstruction and new curb and gutter are 100% assessed based on the front footage assessment method. c. Collector Roadway Reconstruction: i. Residential Assessment Rate: Based on a per dwelling unit assessment rate. ii. Non- Residential Assessment Rate: Street reconstruction is 50% assessed and new curb and gutter is 100% assessed based on the front footage assessment method. d. Rural to Urban Conversion for Existing Local and Collector Roadways: All costs relative to converting an existing rural street section to an urban street section by filling roadside drainage ditches and adding curb and gutter and storm sewer will be 100% be assessed based on the front footage assessment method and applies to proposed development properties abutting the roadway(s). 3. Overlays and Mill and Overlay. An overlay is defined as the construction of a new layer of pavement (typically bituminous) applied over an existing deteriorated street or roadway surface. On streets with curb and gutter, edge milling is complete adjacent to the curb and gutter to maintain the current surface elevations and then a pavement overlay is placed. Isolated pavement patching and replacement of deteriorated curb and gutter may also be included with a street overlay project. A mill and overlay project includes either an edge mill or full width mill of the existing pavement layer. a. Local Roadway Mill and Overlay: i. Residential Assessment Rate: 50% assessed based on a per dwelling unit assessment rate. ii. Non- Residential Assessment Rate: 100% assessed based on the front footage assessment method. b. Collector Roadway Mill and Overlay: i. Residential Assessment Rate: Based on a per dwelling unit assessment rate. ii. Non- Residential Assessment Rate: 50% assessed based on the front footage assessment method. 4. Gravel Streets. Upgrading of existing gravel street by adding pavement, curb and gutter is considered new construction and all costs are assessed 100%. 5. Seal Coats. Sealcoats are not being assessed. B. Sidewalks and Trails New Sidewalk and Roadside Trail Construction. a. Sidewalk and roadside trails will be assessed at the same rate where the roadside trail functions the same as a sidewalk. The term "pathway" includes both sidewalks and trails. [Us b. New sidewalks and roadside trails within new developments are either constructed by the developer or assessed 100% to the abutting benefited lots within the development plat. c. New sidewalk and roadside trails along existing undeveloped properties are assessed 100% for non-residential properties and assessed 25% for residential properties abutting the sidewalk and roadside trail based on the front footage method. Deferral of the assessment until development will be considered upon request. d. New sidewalks and roadside trails along an existing streets, either as a stand-alone project or as part of a street reconstruction project, shall be assessed 25%on a per unit basis for residential properties and assessed 50% on a front foot basis for non- residential commercially zoned properties and assessed 25% for non-residential industrial zoned properties that abut the sidewalk and roadside trail. e. If sidewalk or trail is constructed in a residential area where there are no sidewalk or trail facilities directly serving the area, the sidewalk and trail costs will be assessed on an area wide basis to the benefitting properties. f. The Council may elect to not levy assessments to properties where new sidewalks and trails are constructed in order fill in a gap of the overall sidewalk and trail system, where there are already sidewalk and trail facilities in proximity to the project area or where trails are to be extended along ponds, to parks or other areas where properties do not abut the sidewalk and trail. g. If the sidewalk is not constructed in conjunction with street reconstruction and as a stand-alone project, the cost of any required restoration of the street, curb and gutter, sodded areas and other restoration items will be included in the assessable cost. 2. Replacement Sidewalks. a. Replacement sidewalks is defined as the rehabilitation of an existing sidewalk which, for any reason, does not meet construction requirements outlined above and has become unsafe or a nuisance to the public as defined by local ordinance. b. Replaced sidewalks shall meet the standards determined by the City Administrator or his/her designee. c. The City will replace up to two sidewalk panels per property at the City's cost. If the City Administrator or his/her designee determines that additional panels are to be replaced, the subject property will be assessed 25% of the additional cost. C. Storm Sewer Improvements Storm sewers are assessed on a project -by -project basis. Storm sewers in new developments are considered an assessable improvement on an area basis. Oversizing costs due to larger mains and larger appurtenances are paid for by a combination of availability charges, user charges and/or trunk area assessment charges. Trunk area storm sewer charges are levied to all unplatted property at the time of platting, to re -plats that have not been charged trunk area charges when the land was originally platted, and to re -plats that have been charged trunk area charges when the land was originally platted but where the use is increasing (only the cost difference based on current and prior use is charged). The charges will be set in the annual fee schedule during the first City Council meeting in January of each year. 11 Normally, storm sewers are assessed on an area wide basis (square foot or acres), but in certain situations the per lot method or adjusted front method may be utilized at the City Council's discretion. The replacement of existing storm sewers is not assessed. D. Sanitary Sewer Assessments Assessments for sanitary sewer in residential areas are based upon the cost of construction of 8 -inch mains, which is the smallest size installed in residential areas of the City. Assessments for sanitary sewers in commercial and industrial areas are based upon a standard size of 12 -inch mains. Oversizing costs due to larger mains and larger appurtenances will be paid for by a combination of availability charges, user charges and/or trunk area assessment charges. Trunk area sanitary sewer charges shall be levied to all un -platted property at the time of platting and to re -plats that have not been charged trunk area charges when the land was originally platted. The charges will be set in the annual fee schedule during the first City Council meeting in January of each year. Services installed to individual properties are fully assessed to the benefiting property for new developments. Normally, sanitary sewers are assessed on an area wide basis (square foot or acres), but in certain situations the per lot method or adjusted front method may be utilized at the City Council's discretion. Lateral benefit from major trunk sewers or interceptors is assessed to the properties benefited by the sewer. Any oversizing cost is assessed as described above. The replacement of existing sewers is not assessed. Individual service lines installed directly to specified properties are fully assessed directly to the benefited properties. Properties that have existing sanitary services, but do not have mainline sewers adjacent, across or up to their property lines pay 50% of the assessment rate for the new mainline sanitary sewer as well as 100% of the cost associated with replacing the service lines. Any existing service lines found to be defective as part of a street reconstruction are replaced as part of the project and not assessed. In the event street replacement is necessary as a result of underground utility construction, the City may determine to assess all or a portion of the street replacement cost based on the current condition of the street and improvement needed. E. Watermain Assessments Assessments for watermains in residential areas are based upon the cost of construction of 8 -inch mains, which is the smallest size installed in residential areas of the City. Assessments for watermains in commercial and industrial areas are based upon the standard size of 12 -inch mains. 12 Oversizing costs due to larger mains and larger appurtenance are paid for by a combination of availability charges, user charges and/or trunk area assessment charges. Trunk area water charges shall be levied to all un -platted property at the time of platting and to re -plats that have not been charged trunk area charges when the land was originally platted. The charges will be set in the annual fee schedule during the first City Council meeting in January of each year. Services installed to individual properties shall be fully assessed to the benefiting property for new developments. Normally, watermains are assessed on an area wide basis, but in certain situations the area or adjusted front method may be utilized at the City Council's discretion. The replacement of existing watermains is not assessed. Lateral benefit from major trunk water mains is assessed to properties benefited by the water main. Lateral water main assessments are be based on the costs for an 8 -inch water main for residential properties and for a 12 -inch water main for commercial/industrial properties. Individual service lines installed directly to specified properties are fully assessed directly to the benefited properties. Properties that have existing water services, but do not have mainline watermains adjacent, across or up to their property lines pay 50% of the assessment rate for the new watermain as well as 100% of the cost associated with replacing the service lines. Any existing service lines found to be defective as part of the project are assessed directly to the property. In the event street replacement is necessary as a result of underground utility construction, the City may determine to assess all or a portion of the street replacement cost based on the current condition of the street and improvement needed. F. Street Boulevard Trees All street boulevard trees installed as part of new street constructions or in reconstructing existing streets shall be included as part of the overall project costs included in the assessment calculations. G. Street Lights In new developments, the City may require the developer to finance street light improvement rather than assessing the cost. H. Traffic Signals Assessments to traffic signals will be based on the area method calculated by trip generation or other methods based on the City Council determination. L Public parking lots Assessments for reconstruction or other improvements to public parking lots will be based on the area method or other methods based on the City Council determination. 13 J. Other Improvements Based on the City Council determination, any other improvements may be fully assessed or assessed in part. SECTION 11. DEFERMENT OF SPECIAL ASSESSMENTS It is the policy of the City to not defer assessments for senior citizens 65 years of age or older or persons retired by virtue of a permanent and total disability. The City Council may elect to defer assessments on undeveloped land for a specified length of time or until the lands are developed. Terms and conditions of any such deferral will be established in the resolution adopting the assessments. SECTION 12. APPORTIONMENT OF ASSESSMENTS UPON LAND LATER SUBDIVIDED If a special assessment is levied against a tract of land which is later subdivided, the installments remaining unpaid can be apportioned among the various lots and parcels in the tract upon a finding that such apportionment will not materially impair collection of the balance due. This may be done upon application of the property owner or by the Council acting upon its own motion, but notice of such apportionment and of the right to appeal must be mailed to or personally served upon all owners of any part of the tract. If the action is requested by the property owner(s), all costs associated with public notice shall be paid by the property owner(s) making the request. The Council may, and if the assessment has been pledged towards payment of improvement warrants the Council must, require the owner(s) to furnish a cash surety or letter of credit toward total payment of all assessments. Adopted December 11, 2017 14 City Council Agenda: 01/25/2021 21. Consideration of approving Resolution 2021-08 approving and adopting an Assessment Agreement for Edmonson Ridge Prepared by: Meeting Date: ❑ Regular Agenda Item Community Development Director 1/25/21 ® Consent Agenda Item Reviewed by: Approved by: City Engineer, Finance Director, City City Administrator Clerk ACTION REQUESTED Motion to approve an assessment agreement setting the terms and conditions for the deferred assessment of trunk area charges for the Edmonson Ridge Addition. REFERENCE AND BACKGROUND In December of 2020, LSW Investments requested that the city consider allowing deferral of the trunk area charges applicable to residential plat development. The proposed deferral was for a period of two years, with no interest accruing during the deferral. Previously, city development contracts included standard language giving developers the option to pay development charges (such as trunk area and park dedication) under one of two options: 1) in full in cash at the time of final plat or 2) assessment to the individual lots in the next available year, payable over a 5- or 10 -year term with interest at either 1.5% or 2.0% over the prime rate as of the date of the development agreement. The City Council authorized the 2 -year deferral of trunk area charge assessments, with no interest accruing during the deferral, with the final plat and development agreement for Edmonson Ridge. The development agreement for Edmonson Ridge now includes the third option providing flexibility for the developer to elect any one of the payment options. Given the flexibility offered, the development agreement alone does not serve as clear documentation of the deferred assessment for the developer and to any potential buyer. As a new tool in development financing, it is important that the city accurately track the deferred assessment and require payment at lot sale. This assessment agreement allows all parties - the city, the developer, and the potential buyers of the residential lots — adequate notice that the developer has elected the deferred assessment option. The assessment agreement will be recorded against all lots within the plat and serve as notice of the trunk charges to be paid. City Council Agenda: 01/25/2021 The proposed assessment agreement for Edmonson Ridge includes the terms previously presented to Council. For Edmonson Ridge, only trunk charges are being assessed. No park dedication is applicable. The assessment agreement defines a 2 -year deferral term with no interest payable during the deferral. The trunk area charges to be assessed are locked in at the 2021 rate, which is identified within the assessment agreement and roll. The agreement stipulates that the assessment is the obligation of the developer and requires payment of the trunk charges at the time of the lot sale, with no building permits issued until payment is made in full. Any lots sold within the 2 -year deferral would require payment of the applicable trunk charges, as the lots would be considered available for development. After the 2 -year deferral, for taxes payable 2023, the assessment will be levied at 1.5% over prime as of the date of the assessment agreement, payable over a 5 -year term. The developer/property owner has had an opportunity to review the assessment agreement and has indicated that it is satisfactory. The proposed assessment agreement drafted will serve as the template for other residential subdivisions requesting this option. An assessment agreement will be required for approval of the deferral option, although the individual terms and conditions of each will be approved specific to each development. Budget Impact: As noted with the consideration of the development agreement, this deferral would result in approximately $20,000 in forgone interest charges over the 2 - year deferral, based on the amount of trunk charges specific to Edmonson Ridge. However, as staff proposes a 5 -year term rather than the customary 10 -year term for the assessment, the trunk charges will be recovered in a shorter time frame. Staff Workload Impact: Review and preparation of the assessment agreement and report total approximately 10 hours, including time spent by the City Attorney. III. Comprehensive Plan: The Monticello 2040 Vision + Plan includes goals for business attraction and retention and for tax base expansion. The ability to provide flexible tools for payment of development fees for new development supports both goals. STAFF RECOMMENDED ACTION City staff recommends approval of the assessment agreement to provide adequate notice of the deferral and terms of required payment of the specified charges. SUPPORTING DATA A. Resolution 2021-08 B. Assessment Agreement, Edmonson Ridge City Council Agenda: 01/25/2021 C. Assessment Roll CITY OF MONTICELL WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2021-08 RESOLUTION APPROVING AND ADOPTING A SPECIAL ASSESSMENT AGREEMENT FOR THE PLAT OF EDMONSON RIDGE WHEREAS, the City of Monticello ("City") and LSW Investments, LLC ("Developer") entered into a Development Contract and Planned Unit Development Agreement ("Development Contract") for the platting of Edmonson Ridge; and WHEREAS, pursuant to the terms of the Development Contract, the Developer has requested that the City defer payment of certain fees per lot in the plat of Edmonson Ridge; and WHEREAS, the City approved the Developer's request and the parties entered into an Assessment Agreement, attached hereto as Exhibit A, regarding the trunk area charges associated with the development of Edmonson Ridge; and NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Monticello, Minnesota, that: 1. The Assessment Agreement is hereby accepted and approved. 2. The assessments allocated, adopted and made payable per lot in the plat of Edmonson Ridge, and pursuant to the terms of the Assessment Agreement, are shown on the Assessment Roll attached hereto as Exhibit B. 3. The Developer may pay the assessments over a five year period at the rate of one and one-half (1.5%) percent interest over prime as published in the Wall Street Journal as of the date of the development agreement and calculated at the time of assessment per annum on the remaining balance. 4. The assessments for each lot listed in Exhibit B will be paid in full prior to any lot being sold or a building permit being issued by the City for that lot. 5. The City Clerk shall forthwith transmit a certified duplicate of this assessment to the County Auditor to be extended on the property tax lists of the County. APPROVED AND ADOPTED this day of , 2021, by the City Council of the City of Monticello, Minnesota. 2134170 CITY OF MONTICELLO Lloyd Hilgart, Mayor ATTEST: Rachel Leonard, City Administrator 2134170 EXHIBIT A To RESOLUTION NO. 2021-08 Attach copy of Assessment Agreement 213417v1 EXHIBIT B To RESOLUTION NO. 2021-08 213417v1 ASSESSMENT AGREEMENT THIS AGREEMENT is made this day of , 2021, by and between the CITY OF MONTICELLO, a Minnesota municipal corporation ("City"), and LSW INVESTMENTS, LLC, a Minnesota limited liability company ("Developer" and "Owner"). WHEREAS, Developer is the owner of real property located in the City of Monticello, County of Wright, State of Minnesota, legally described on the attached Exhibit A (the "Property"); and WHEREAS, City and Developer have entered into a Development Contract dated , ("Development Contract"); and WHEREAS, said Development Contract is to be recorded simultaneously with the plat for Edmonson Ridge ("Plat"); and WHEREAS, pursuant to said Development Contract, Developer is obligated to pay certain City fees pursuant to City Code; and WHEREAS, the City has agreed to allow Developer the ability to defer the payment of certain fees per lot at the time of building permit, rather than at the time the Development Contract and Plat are recorded with the county; and WHEREAS, the Developer has elected to take advantage of this alternative payment; and WHEREAS, in exchange for the City foregoing its right to collect fees at the time of Development Contract and Plat recording, Developer and City are willing to enter into this Assessment Agreement as more fully set forth below. NOW, THEREFORE, IT IS HEREBY AGREED, by and between the City and the Developer as follows: 1. Upon entering into this Assessment Agreement, Developer understands and agrees that all trunk area charges associated with the development of the Property are due as of the date the Development Contract and Plat are recorded upon the Property. However, the City agrees that it will collect the trunk area charges attributable to each lot at the time of Developer's request for a building permit for each such lot. 2. Notwithstanding the foregoing, until all the trunk area charges associated with the development of the Property are collected by the City, the total amount of said trunk area charges shall constitute a valid assessment against the Property, which City may record against the Property as such. 3. Developer hereby expressly waives any and all rights to object, dispute, contest, or appeal said assessments against the Property, and does hereby waive any and all statutory or constitutional 213391v6 rights to object or appeal from any such assessments. The maximum amount of the assessment levied against each lot, not including interest per this agreement, shall not exceed $3,965.68 not including administrative fees. 4. Developer hereby agrees to pay, in full, all fixed fees associated with the development of the Property no later than November 15, 2022. In the event said trunk area charges are not paid in full by said date, the City shall certify as a valid assessment against each Property any and all outstanding trunk area charges that may be due at that time. 5. Upon certification of the assessments against the Property, said assessments may be paid by Developer over a five (5) year period at an interest rate of 1.5% over prime as published in the Wall Street Journal, calculated at the date of agreement per annum on the remaining principal balance each year. 6. In the event Developer breaches any terms or conditions contained in the Development Contract, fails to pay any amounts due and owing as required under this Assessment Agreement, or in the event the City believes that title to any Property is or may become transferred to another individual or entity, the City may immediately certify the assessments identified herein against the Property. 7. In the event Developer enters into a purchase agreement to transfer the Property, or any portion thereof to another individual or entity, all trunk area charges then owing to the City against the Property or portion thereof being transferred, shall become immediately due and paid to the City no later than at the time of the closing on said transaction. No building permit shall be issued for any Property for which the outstanding trunk area charges are due. 8. This Assessment Agreement is binding upon all successors and assigns of Developer, and it is agreed that the City can levy the assessments to each individual lot if the fees are unpaid. 9. No portion of any outstanding trunk area charges may be assigned to outlots within the Development. [Remainder of page intentionally left blank. Signature pages follow. ] 213391v6 CITY OF MONTICELLO M. (SEAL) STATE OF MINNESOTA ) ( ss. COUNTY OF WRIGHT ) Lloyd Hilgart, Mayor Rachel Leonard, City Administrator The foregoing instrument was acknowledged before me this day of , 2021, by Lloyd Hilgart and Rachel Leonard, 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 213391v6 DEVELOPER: LSW INVESTMENTS, LLC M. STATE OF MINNESOTA ) (Ss. COUNTY OF ) Shawn Weinand, Chief Manager The foregoing instrument was acknowledged before me this day of , 2021, by Shawn Weinand, the Chief Manager of LSW Investments, LLC, a Minnesota limited liability company, on behalf of said entity. 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 213391v6 EXHIBIT "A" TO ASSESSMENT AGREEMENT [Insert legal descriptions of platted properties 213391v6 PID 155-xxx-xxxxxx 155-xxx-xxxxxx 155-xxx-xxxxxx 155-xxx-xxxxxx 155-xxx-xxxxxx 155-xxx-xxxxxx 155-xxx-xxxxxx 155-xxx-xxxxxx 155-xxx-xxxxxx 155-xxx-xxxxxx 155-xxx-xxxxxx 155-xxx-xxxxxx 155-xxx-xxxxxx 155-xxx-xxxxxx 155-xxx-xxxxxx 155-xxx-xxxxxx 155-xxx-xxxxxx 155-xxx-xxxxxx 155-xxx-xxxxxx 155-xxx-xxxxxx 155-xxx-xxxxxx 155-xxx-xxxxxx 155-xxx-xxxxxx 155-xxx-xxxxxx 155-xxx-xxxxxx 155-xxx-xxxxxx 155-xxx-xxxxxx 155-xxx-xxxxxx 155-xxx-xxxxxx 155-xxx-xxxxxx 155-xxx-xxxxxx 155-xxx-xxxxxx 155-xxx-xxxxxx 155-xxx-xxxxxx 155-xxx-xxxxxx 155-xxx-xxxxxx 155-xxx-xxxxxx 155-xxx-xxxxxx 155-xxx-xxxxxx 155-xxx-xxxxxx 155-xxx-xxxxxx 155-xxx-xxxxxx 155-xxx-xxxxxx 155-xxx-xxxxxx 155-xxx-xxxxxx CITY OF MONTICELLO ASSESSMENTS PAYABLE FOR 2023 TAXES EDMONSON RIDGE DEVELOPMENT OWNER NAME LSW INVESTMENTS, LLC LSW INVESTMENTS, LLC LSW INVESTMENTS, LLC LSW INVESTMENTS, LLC LSW INVESTMENTS, LLC LSW INVESTMENTS, LLC LSW INVESTMENTS, LLC LSW INVESTMENTS, LLC LSW INVESTMENTS, LLC LSW INVESTMENTS, LLC LSW INVESTMENTS, LLC LSW INVESTMENTS, LLC LSW INVESTMENTS, LLC LSW INVESTMENTS, LLC LSW INVESTMENTS, LLC LSW INVESTMENTS, LLC LSW INVESTMENTS, LLC LSW INVESTMENTS, LLC LSW INVESTMENTS, LLC LSW INVESTMENTS, LLC LSW INVESTMENTS, LLC LSW INVESTMENTS, LLC LSW INVESTMENTS, LLC LSW INVESTMENTS, LLC LSW INVESTMENTS, LLC LSW INVESTMENTS, LLC LSW INVESTMENTS, LLC LSW INVESTMENTS, LLC LSW INVESTMENTS, LLC LSW INVESTMENTS, LLC LSW INVESTMENTS, LLC LSW INVESTMENTS, LLC LSW INVESTMENTS, LLC LSW INVESTMENTS, LLC LSW INVESTMENTS, LLC LSW INVESTMENTS, LLC LSW INVESTMENTS, LLC LSW INVESTMENTS, LLC LSW INVESTMENTS, LLC LSW INVESTMENTS, LLC City Project 21DO01 Assessment Roll OWNER/TAXPAYER PROP ADDRESS NOT YET DETERMINED NOT YET DETERMINED NOT YET DETERMINED NOT YET DETERMINED NOT YET DETERMINED NOT YET DETERMINED NOT YET DETERMINED NOT YET DETERMINED NOT YET DETERMINED NOT YET DETERMINED NOT YET DETERMINED NOT YET DETERMINED NOT YET DETERMINED NOT YET DETERMINED NOT YET DETERMINED NOT YET DETERMINED NOT YET DETERMINED NOT YET DETERMINED NOT YET DETERMINED NOT YET DETERMINED NOT YET DETERMINED NOT YET DETERMINED NOT YET DETERMINED NOT YET DETERMINED NOT YET DETERMINED NOT YET DETERMINED NOT YET DETERMINED NOT YET DETERMINED NOT YET DETERMINED NOT YET DETERMINED NOT YET DETERMINED NOT YET DETERMINED NOT YET DETERMINED NOT YET DETERMINED NOT YET DETERMINED NOT YET DETERMINED NOT YET DETERMINED NOT YET DETERMINED NOT YET DETERMINED NOT YET DETERMINED NOT YET DETERMINED NOT YET DETERMINED PROPOSED ASSESSMENT $ 3,965.68 $ 3,965.68 $ 3,965.68 $ 3,965.68 $ 3,965.68 $ 3,965.68 $ 3,965.68 $ 3,965.68 $ 3,965.68 $ 3,965.68 $ 3,965.68 $ 3,965.68 $ 3,965.68 $ 3,965.68 $ 3,965.68 $ 3,965.68 $ 3,965.68 $ 3,965.68 $ 3,965.68 $ 3,965.68 $ 3,965.68 $ 3,965.68 $ 3,965.68 $ 3,965.68 $ 3,965.68 $ 3,965.68 $ 3,965.68 $ 3,965.68 $ 3,965.68 $ 3,965.68 $ 3,965.68 $ 3,965.68 $ 3,965.68 $ 3,965.68 $ 3,965.68 $ 3,965.68 $ 3,965.68 $ 3,965.68 $ 3,965.68 $ 3,965.68 $ 3,965.68 $ 3,965.68 $ 3,965.68 $ 3,965.68 $ 3,965.68 COUNTY FEE $ 3.75 $ 3.75 $ 3.75 $ 3.75 $ 3.75 $ 3.75 $ 3.75 $ 3.75 $ 3.75 $ 3.75 $ 3.75 $ 3.75 $ 3.75 $ 3.75 $ 3.75 $ 3.75 $ 3.75 $ 3.75 $ 3.75 $ 3.75 $ 3.75 $ 3.75 $ 3.75 $ 3.75 $ 3.75 $ 3.75 $ 3.75 $ 3.75 $ 3.75 $ 3.75 $ 3.75 $ 3.75 $ 3.75 $ 3.75 $ 3.75 $ 3.75 $ 3.75 $ 3.75 $ 3.75 $ 3.75 $ 3.75 $ 3.75 $ 3.75 $ 3.75 $ 3.75 TOTAL ASSESSMENT $ 3,969.43 $ 3,969.43 $ 3,969.43 $ 3,969.43 $ 3,969.43 $ 3,969.43 $ 3,969.43 $ 3,969.43 $ 3,969.43 $ 3,969.43 $ 3,969.43 $ 3,969.43 $ 3,969.43 $ 3,969.43 $ 3,969.43 $ 3,969.43 $ 3,969.43 $ 3,969.43 $ 3,969.43 $ 3,969.43 $ 3,969.43 $ 3,969.43 $ 3,969.43 $ 3,969.43 $ 3,969.43 $ 3,969.43 $ 3,969.43 $ 3,969.43 $ 3,969.43 $ 3,969.43 $ 3,969.43 $ 3,969.43 $ 3,969.43 $ 3,969.43 $ 3,969.43 $ 3,969.43 $ 3,969.43 $ 3,969.43 $ 3,969.43 $ 3,969.43 $ 3,969.43 $ 3,969.43 $ 3,969.43 $ 3,969.43 $ 3,969.43 155-xxx-xxxxxx LSW INVESTMENTS, LLC NOT YET DETERMINED $ 3,965.68 $ 3.75 $ 3,969.43 155-xxx-xxxxxx LSW INVESTMENTS, LLC NOT YET DETERMINED $ 3,965.68 $ 3.75 $ 3,969.43 155-xxx-xxxxxx LSW INVESTMENTS, LLC NOT YET DETERMINED $ 3,965.68 $ 3.75 $ 3,969.43 155-xxx-xxxxxx LSW INVESTMENTS, LLC NOT YET DETERMINED $ 3,965.68 $ 3.75 $ 3,969.43 155-xxx-xxxxxx LSW INVESTMENTS, LLC NOT YET DETERMINED $ 3,965.68 $ 3.75 $ 3,969.43 155-xxx-xxxxxx LSW INVESTMENTS, LLC NOT YET DETERMINED $ 3,965.68 $ 3.75 $ 3,969.43 155-xxx-xxxxxx LSW INVESTMENTS, LLC NOT YET DETERMINED $ 3,965.68 $ 3.75 $ 3,969.43 155-xxx-xxxxxx LSW INVESTMENTS, LLC NOT YET DETERMINED $ 3,965.68 $ 3.75 $ 3,969.43 155-xxx-xxxxxx LSW INVESTMENTS, LLC NOT YET DETERMINED $ 3,965.68 $ 3.75 $ 3,969.43 Total Assessment $ 214,146.72 $ 202.50 1 $ 214,349.22 City Council Agenda: 01/25/2021 3A. PUBLIC HEARING - Consideration of adopting Resolution 2021-09 approving vacation of a portion of drainage and utility easements as legally described for Otter Creek 5th and Otter Creek 6th Addition. Applicant: John Chadwick Prepared by: Meeting Date: ❑ Regular Agenda Item Community Development Director 1/25/2021 X Consent Agenda Item Reviewed by: Approved by: City Clerk, Project Engineer, City City Administrator Engineer ACTION REQUESTED Adopt Resolution 2021-09 for vacation of a portion of drainage and utility easements as legally described for Otter Creek 5th and Otter Creek 6th Addition. REFERENCE AND BACKGROUND John Chadwick Farms, LLC has requested that the City Council consider the vacation of a portion of the drainage and utility easements within Otter Creek 5th and Otter Creek 6th Addition. The petition to vacate a portion of the drainage and utility easements is to accommodate the proposed Nuss Trucking & Equipment project. The proposal would replat Outlot A of the 61h Addition and Lot 3, Block 1 of the 5th Addition into a single lot. The property owners' petition for vacation is for the 6' drainage and utility easement along the shared internal property line between Outlot A of the 6th Addition and Lot 3, Block 1 of the 5th Addition. In addition, the petition requests vacation of the 20' drainage easement within Lot 3, Block 1. The vacation of the internal 6' drainage and utility easement is acceptable, conditioned on the re-establishment of required perimeter drainage and utility easements on the plat. In regard to the request to vacate the internal 20' drainage and utility easement, staff recommends that the westerly boundary of the plat include a 20' drainage and utility easement, rather than the typical 12' easement. This increased width will accommodate both the standard drainage and utility easement, as well as the stormwater function that was intended with the original 20' internal easement. Procedurally, Council must hold a public hearing to consider the vacation. Statute requires two weeks between the publication of notices and the public hearing itself. City staff has prepared and sent the notices to be published in the Monticello Times and sent to affected property owners. City Council Agenda: 01/25/2021 I. Budget Impact: None. The application fee and deposit cover the costs for publication, mailing and review. II. Staff Workload Impact: Workload impact is approximately 5-6 hours for review and recommendation on the vacation requests. III. Comprehensive Plan Impact: Decisions relating to the proposed project's consistency with the 2040 Comprehensive Plan will be reviewed with the Nuss Trucking & Equipment land use application. The public hearing on the vacation is scheduled to coincide with the review and consideration of the land use decisions by the City Council. STAFF RECOMMENDED ACTION City staff recommends adoption of the resolution for vacation, subject to the conditions outlined within the resolution. SUPPORTING DATA A. Resolution 2021-09 B. Petition for Vacation C. Vacation Exhibit D. Proposed Final Plat CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2021-09 RESOLUTION VACATING A PORTION OF DRAINAGE AND UTILITY EASEMENTS AS LEGALLY DESCRIBED FOR OTTER CRTEEK 5th ADDITION AND OTTER CREEK 61h ADDITION. WHEREAS, pursuant to Minnesota States Section 4152.851, after two (2) weeks' published and posted notice of the hearing and after mailing written notice of the hearing at least ten (10) days before a hearing to each property owner affect by the proposed vacation; and WHEREAS, a public hearing on the vacation of drainage and utility easements over the following described property was held on January 25th, at 6:30 p.m. at the Monticello City Hall: Legal Description: Lots 003, Block 1, OTTER CREEK CROSSINGS 5TH ADDITION; AND OUTLOT A, OTTER CREEK CROSSINGS 6TH ADDITION, WRIGHT COUNTY, MONTICELLO, MN NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF MONTICELL0, MINNESOTA: that the above described drainage and utility easements are vacated, subject to the following conditions. a. The 20' internal drainage and utility easement for stormwater purposes shall be re- established as part of a required 20' drainage and utility easement on the western boundary of the proposed Lot 1, Block 1, Nuss Truck and Equipment Addition. b. The easements shall be vacated only at such time as the required easements have been re- established per the direction of the City Engineer and recorded with the final plat of Nuss Truck and Equipment Addition. ADOPTED BY the Monticello City Council this 25th day of January, 2021. CITY OF MONTICELLO Lloyd Hilgart, Mayor ATTEST: Rachel Leonard, City Administrator CERTIFICATION STATE OF MINNESOTA COUNTY OF WRIGHT I hereby certify that the foregoing is a true and correct copy of a resolution duly passed, adopted and approved by the Monticello City Council at their scheduled meeting on March 23rd 2021, and recorded in minutes of said meeting. Jennifer Schreiber, City Clerk Notary Public: Date: (STAMP) 0 December 18, 2020 TO: City Clerk City of Monticello To Whom it may Concern: John Chadwick Farms LLC, fee title property owner of XXX West Chelsea Road, Monticello, MN, petition on behalf of Nuss Truck, Phil Watkins, for the vacation of the following EASEMENTS: Vacate the 6.00 foot wide drainage and utility easement dedicated on the plat of OTTER CREEK CROSSING 5TH ADDITION, according to the recorded plat thereof, Wright County, Minnesota, lying parallel with and adjoining the northwesterly line of Lot 3, Block 1 of said OTTER CREEK CROSSING 5TH ADDITION. And Vacate the 6.00 foot wide drainage and utility easement dedicated on the plat of OTTER CREEK CROSSING 6TH ADDITION, according to the recorded plat thereof, Wright County, Minnesota, lying parallel with and adjoining the southeasterly line of Outlot A of said OTTER CREEK CROSSING 6TH ADDITION. And Vacate any and all storm water drain easements and drainage easements created by Doc. No. 940587, on file and of record in the office of the County Recorder, Wright County, Minnesota. of Lot 003, Block 1, Otter Creek Crossings 5' Addition and Outlot A, Otter Creek Crossings 61 Addition, Wright County, Monticello, MN. Legal description: Lots 003, Block 1, Otter Creek Crossings 5" Addition and Outlot A, Otter Creek Crossings 6`s Addition, Wright County, Monticello, MN Th. -1- V- EASEMENT . VACATION EXHIBIT LOCATED IN / - ,7 x OTTER CREEK CROSSING STH AND 6TH ADDITION WRIGHT COUNTY, MN nj 0 100 200 GRAPHIC SCALE IN FEET G /,%`L\�✓✓11 fir' 6 GF. G r' E' I k r \ <.. �. 0 708 1 5T AVENUE NE, # 1 BUFFALO, MN 55313 PH. 763.682.1781 WWW.MEYERROHLIN.GOM "01 �'-20 FOOT WIDE PERMANENT DRAINAGE EASEMENT AS DESCRIBED IN DOCUMENT NO. 940587 TO BE / R VACATED (DOCUMENT IS AMBIGUOUS i — GRAPHICAL EXHIBIT RECORDED WITH DOC. NO. 940587 SHOWS EASEMENT IN A DIFFERENT LOCATION) EASEMENTS TO BE VACATED Vacate the 6.00 foot wide drainage and utility easement dedicated on the plat of OTTER CREEK CROSSING 5TH ADDITION, according to the recorded plat thereof, Wright County, Minnesota, lying parallel with and adjoining the northwesterly line of Lot 3, Block 1 of said OTTER CREEK CROSSING 5TH ADDITION. and Vacate the 6.00 foot wide drainage and utility easement dedicated on the plat of OTTER CREEK CROSSING 6TH ADDITION, according to the recorded plat thereof, Wright County, Minnesota, lying parallel with and adjoining the southeasterly line of Outlot A of said OTTER CREEK CROSSING 6TH ADDITION. and Vacate any and all storm water drain easements and drainage easements created by Doc. No. 940587, on file and of record in the office of the County Recorder, Wright County, Minnesota. DENOTES EASEMENT TO BE VACATED DATE: 1 2/04/2020 DRAWN BY: AAN FILE NO. 20510 I hereby certify that this survey, plan, or report was prepared by me or under my direct supervision and that I am a Licensed Land Surveyor under the laws of the State of Minnesota. Date 12/07/2020 �=Cs� Trace C. McCoy License No. 44531 NUSS TRUCK AND KNOW ALL PERSONS BY THESE PRESENTS: That _________, owner of the following described property situated in the County of Wright, State of Minnesota, to wit: Lot 3, Block 1, OTTER CREEK CROSSING 5TH ADDITION. (Torrens Property) and Outlot A, OTTER CREEK CROSSING 6TH ADDITION. (Torrens Property) Has caused the some to be surveyed and platted as NUSS TRUCK AND EQUIPMENT ADDITION. In witness whereof said -------- has caused these presents to be signed by its proper officer this day of 20 Signed: -------------- Printed Name Title STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me this day of , 20 , by of ------------------- a ------ -------- on behalf of the ----- ----------- Signature Name Printed Notary Public, County, Minnesota My Commission Expires I Trace C. McCoy, 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 20 Trace C. McCoy, Licensed Land Surveyor STATE OF MINNESOTA Minnesota License No. 44531 COUNTY OF WRIGHT The foregoing Surveyor's Certificate was acknowledged before me this day of 20 by Trace C. McCoy, Land Surveyor, Minnesota License No. 44531. Signature Name Printed Notary Public, County, Minnesota My Commission Expires CITY OF MONTICELLO PLANNING COMMISSION Be it known that at a meeting held on this day of 20 the Planning Commission of the City of Monticello, Minnesota, did hereby review and approve this plat of NUSS TRUCK AND EQUIPMENT ADDITION. Chairperson Secretary CITY COUNCIL, CITY OF MONTICELLO, MINNESOTA This plat of NUSS TRUCK AND EQUIPMENT ADDITION was approved and accepted by the City Council of the City of Monticello, Minnesota, 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. Mayor City Administrator WRIGHT COUNTY SURVEYOR I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of 20 Wright County Surveyor WRIGHT COUNTY AUDITOR Pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes on the land hereinbefore described on this plat and transfer entered this day of 20 By: Deputy WRIGHT COUNTY TREASURER Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable for the year 20 on the land hereinbefore described have been paid this day of 20 By: Deputy REGISTRAR OF TITLES, WRIGHT COUNTY, MINNESOTA Certificate Number I hereby certify that this instrument was filed in the office of the Registrar of Titles for record on this day of 20 , at o'clock .M., and was duly recorded in Cabinet No. , Sleeve , as Document No. Wright County Registrar of Titles EQUIPMENT ADDITION FOR CITY SUBMITTAL 12I07I220220 \. \ NOTE: ' \ THE DRAINAGE AND UTILITY EASEMENTS ADJOINING THE COMMON LINE 4 4866 ° OF OUTLOT A, OTTER CREEK CROSSING 6TH ADDITION AND LOT 3, BLOCK 1, OTTER CREEK CROSSING 5TH ADDITION, DEDICATED IN SAID PLATS, AND THE EASEMENT RECORDED AS DOC. NO. A 940587 HAVE BEEN VACATED BY CITY OF MONTICELLO RESOLUTION NO. RECORDED AS DOCUMENT (J 6, ,' \ `\ -' \ N0. . \.cam `J Ik \ DRAINAGE AND UTILITY---, EASEMENT AS SHOWN ON THE PLAT OF OTTER CREEK CROSSING 6TH ADDITION '% � •cam � \ . 531 < OSSy<<` G / \ • \ \`• L O T 1 BLOCK 1 --NORTHWEST CORNER OF THE �\ I ��\ \�` <\ SOUTHWEST 1/4 OF SECTION �� / J �c'o • p I 10, T. 121, R. 25 (FOUND i WRIGHT COUNTY MONUMENT) --NORTH LINE OF THE �\ SOUTHWEST 1/4 OF S 88'50'00" E SECTION 10, T. 121, R. 25 \� i --- _ --2239.23 --- • - �— \ �\ \ ��� 44531 -� srpo 0- \ X07 s�c9 j ` �'--,`o <� 11 �� s, "-DRAINAGE AND UTILITY \ v -P EASEMENT AS SHOWN ON O,c.9sI- <, '� THE PLAT OF OTTER CREEK ° 0r -f" � �) /'� CROSSING 5TH ADDITION VICINITY MAP SECTION 10, T. 121, R. 25, WRIGHT COUNTY, MN 0 1000 2000 3000 GRAPHIC SCALE IN FEET 1 INCH = 1000 FEET C.S.A.H. NO. 39 17 Al \ Gj -LNSgF� / 0 i i�j BEARING ORIENTATION: <\ THE NORTH LINE OF THE SOUTHWEST 114 OF SECTION 10, T. 121, R. 25 IS - ASSUMED TO BEAR S 88°50'00" E. • DENOTES IRON MONUMENT FOUND Q DENOTES CAST-IRON MONUMENT FOUND DENOTES RESTRICTED ACCESS 0 100 200 300 GRAPHIC SCALE IN FEET 1 INCH = 100 FEET 4A. Adopt Resolution 2021-10 aoorovine a oreliminary and final slat and development contract for the Nuss Truck and Equipment Addition, adopt Resolution 2021-11 and Ordinance No. 754 for rezoning to Nuss Truck and Equipment Planned Unit Development, adopt Resolution 2021-12 for approval of development and final stage planned unit development. Prepared by: Meeting Date: ® Regular Agenda Item Northwest Associated Consultants 1/25/21 ❑ Consent Agenda Item (NAC)/Community Development Director Reviewed by: Approved by: City Engineer, Project Engineer City Administrator ACTION REQUESTED 1. Motion to adopt Resolution 2021-10 approving a preliminary and final plat and development contract for the Nuss Truck & Equipment Addition, subject to conditions in said resolution. 2. Motion to adopt Resolution 2021-011 and Ordinance No. XX for rezoning to Nuss Truck and Equipment Industrial Planned Unit Development, subject to approval of the final stage PUD and final plat for Nuss Truck and Equipment. 3. Motion to adopt Resolution 2021-12 approving a development and final stage planned unit development for Nuss Truck and Equipment, subject to conditions in said resolution. REFERENCE AND BACKGROUND Property: Legal Descriptions: West Parcel: Outlot A, Otter Creek Crossing 61h Addition East Parcel: Lot 3, Block 1, Otter Creek Crossing 5th Addition Planning Case Number: 2020-026 Request(s): Rezoning to PUD, Preliminary and Final Plat, and Development Stage and Final Stage PUD Permit approvals. The applicant has sought concurrent review of the Development and Final Stage PUD and concurrent review of the Preliminary and Final Plat. Deadline for Decision: February 5th, 2021 Land Use Designation: LIP (Light Industrial Park) Zoning Designation: Overlays/Environmental Regulations Applicable: Current Site Uses Surrounding Land Uses: IBC Industrial Business and B-3, Highway Business* The purpose of the "IBC' Industrial Business Campus District is to provide for the establishment of limited light industrial business offices, limited light manufacturing, wholesale showrooms and related uses in an environment which provides a high level of amenities, including landscaping, preservation of natural features, architectural controls, and other features. 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. *There is some question in the record as to the correct current zoning of the subject parcels. The Zoning Map below shows these two districts. West Parcel: Vacant East Parcel: Vacant North: 1-94 East: Vacant Industrial South: Industrial West: Commercial (Ryan Auto, incl. 1 vacant parcel) Project Description: Nuss Trucking and Equipment wishes to acquire the two abutting parcels totaling approximately 10.5 acres to allow development of a facility for sales and service of truck, machinery and construction equipment. Specifically, the applicants wish to construct a new 45,575 square foot building on the property. Both parcels (east and west) are guided for light industrial use by the City's Comprehensive Plan and are zoned "IBC", Industrial - Business Campus to the west, and B-3 to the east. The proposed applications would combine the two parcels into a single development lot, rezoning that parcel to PUD, Planned Unit Development, and then process both Development Stage and Final Stage PUD approvals. The project includes construction of the building noted above, establishment of sales display area along the north (1-94), east, and south (Chelsea Road) frontages, and an outdoor asphalt milling -surfaced storage area for equipment being held for sale, service, or inventory along the west boundary of the site. ANALYSIS: Purpose of Planned Unit Development (PUD Rezoning)/Land Use The purpose of Planned Unit Development is the accommodation of flexibility from certain zoning standards, based on other enhancements to the use or performance standards that result in a more effective way to achieve the City's land use goals than the application of the routine zoning regulations. In this case, the applicant's plans rely on PUD to accommodate an industrial use that could be viewed as permitted but with some variance requests for specific requirements. The PUD also accommodates the development of a proposed use that shares some aspects of both commercial and industrial land uses. The applicant previously submitted for review of a concept stage PUD, which provided the applicant with direction as to the land use and site development expectations. During the Concept PUD review, the applicant was also able to provide the Planning Commission and Council with information on their project, including operations and employment. At this time, the applicants have prepared a concurrent development and final stage PUD application for consideration. In terms of Land Use, the site is guided "Light Industrial Park" in the Monticello 2040 Plan. The land use designation of "Light Industrial Park" is described in the Comprehensive Plan as follows: LIGHT INDUSTRIAL PARK (LIP) The Light Industrial designation accommodates uses such as process and production manufacturing which uses moderate amounts of partially processed materials, warehousing and distribution, research and development, medical laboratories, machine shops, computer technology, professional and corporate offices and industrial engineering facilities. Characteristics such as noise, vibration and odor do not occur or do not generate significant impacts. Hazardous materials handling and storage may also occur but must be stored indoors or screened from the public right-of-way. Activities such as the handling of hazardous materials and outdoor storage are limited. The Comprehensive Plan suggests that some mix of commercial office and service uses may be appropriate within the LIP category and identifies the correlative zoning district as the 1-1, Light Industrial District as the appropriate district to reflect the goals of this land use designation. Under the Industrial Uses in the zoning ordinance, "Machinery/Trucking Repair and Sales and Industrial Services" is a Permitted use in the 1-1 and 1-2 Districts (not allowed in the IBC), with the following required performance standards: (11) Machinery/Trucking Repair & Sales and Industrial Services (a) The entire site other than that taken up by a building, structure, or plantings shall be surfaced with a material to control dust and drainage which is subject to the approval of the Community Development Department. (b) A drainage system subject to the approval of the Community Development Department shall be installed. (c) The lighting shall be accomplished in such a way as to have no direct source of light visible from adjacent land in residential use or from the public right-of-way and shall be in compliance with Section 4.4 of this ordinance. (d) 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. (e) Parking or car magazine storage space shall be screened from view of abutting residential districts in compliance with Section 4.1(F) of this ordinance. (f) All signing and informational or visual communication devices shall be minimized and shall be in compliance with Section 4.5 of this ordinance. (g) Provisions are made to control and reduce noise. Section 4.1(G): Standards for Perimeter Buffers Section 4.1(F): Standards for Vehicular Use Area Landscaping. (h) No outside storage except as permitted or conditionally permitted in compliance with Section 5.3(D)(26) of this ordinance. (i) All conditions pertaining to a specific site are subject to change when the Council, upon investigation in relation to a formal request, finds that the general welfare and public betterment can be served as well or better by modifying the conditions. (j) If the business repairs semi -trucks or other large machinery, a specific area shall be designated for the exterior storage of the things being repaired and/or other vehicles and equipment accessory and incidental to the vehicle or machinery being repaired or serviced. Proposed Site and Building Plans (Development and Final Stage PUD) Building Size and Design The applicant is proposing a building on the center/east portion of the property, with a building footprint of 32,700 square feet. The building itself consists of a west side (comprising 18,700 square feet) of one-story shop and service bay area; and an east side of two stories, totaling 14,000 square feet on the ground floor and slightly less above on the mezzanine level. Overall building square footage is shown as 45,575 square feet. For the east two-story section, ground floor uses include office, storage, retail, and restroom/mechanical spaces. The mezzanine level is dominated by storage, with an area of employee lounge. The applicant's current structure includes mezzanine space (as noted) and an area of future expansion is shown on the site plan, extending the building to the west at an unspecified future date. When this project was considered at the joint concept review meeting, some members of the City Council expressed interest in seeing a larger building on the property. The building size was discussed within the context of the standard commonly applied to Vehicle Sales & Rental uses, which requires a ratio of building square footage to overall lot area. The ordinance for Machinery & Truck Repair and Sales uses does not include this ratio requirement. In terms of building to lot area coverage, the proposed use represents approximately 7% of coverage, not including the mezzanine square footage. Including the mezzanine brings the percentage to approximately 10%. Although not required by code for Machinery & Truck uses, for comparison purposes, the ordinance specifies a Vehicle Sales use coverage requirement for a parcel of this size at 9%, or 40,000 square feet, whichever requires the larger building. The ordinance does not specify a minimum foundation size. Building height is 27.5 feet to the peak of a slightly sloped roof. The roof pitch is approximately 4.5% on the standing seam metal roof, and overall sidewall panels of stucco -coated insulated steel panels. Seven drive- through service bay doors occupy the north and south building facades of the west section, with an additional recessed dock door also facing south (Chelsea Road). The Planning Commission reviewed the applicant's initial building elevation submittal on January 2nd. Planning staff had noted that the initial submittal illustrated a building which meets the minimum zoning requirements for materials. However, staff suggested additional architectural enhancements would bring the facility closer to the intent of Planned Unit Development, which is to accommodate flexibility in some areas through enhancement of others. Along Chelsea Road, other buildings have added masonry wainscot treatments, or architectural features emphasizing main entrances and building corners, etc. This recommendation is also consistent with the Planning Commission and City Council comments made as part of the Concept PUD review. Revised Building Plan Comments Since the time of the Planning Commission meeting, the applicant has submitted a revised set of building elevations. These elevations show a building enhanced with off -setting colors. In addition, the elevations now illustrate additional store -front windows and awnings on the east, north and south elevations. Those windows and awnings would face 1-94 for a portion of the building, the full extent of the east -facing front of the building, and a portion of the Chelsea Road frontage to the south. In addition, a series of clerestory windows are set on all walls around the building that will add natural light to the interior and enhance the building fagade. The primary building material continues to be stucco -finished metal panels. The color change includes a series of darker vertical banding on all faces, with emphasis around the window/awning areas. Site Access/Surfacing/Landscaping Since the time of the Planning Commission meeting, the applicant has also submitted a revised landscaping plan, which demonstrates changes to the site for access, surface areas, and landscaping. Analysis of the original submittals and the revised plans is included below. Surfacing. The site is proposed to include a landscaped strip around the perimeter of the property, and a planting area abutting the exposed areas of the office/retail portion of the building. Beyond these areas of green space, pavement would dominate the site (bituminous in most cases, with a concrete apron area leading to/from the service bay doors). The exception is an area of outdoor storage/equipment parking along the west boundary encompassing approximately 1.7 acres which would be "surfaced" with pavement millings. The applicants have requested this area and surface material as being accommodating of the types of heavy equipment being kept on the property. This westerly area is proposed to have a separate access point from Chelsea Road. According to the zoning ordinance, landscaped islands are typically required to break up large expanses of parking area. In industrial districts, the maximum extent of unbroken parking area is 50 spaces. The north boundary along 1-94 shows an equipment display/parking area up approximately 70 spaces. Per zoning ordinance requirement, at least one landscaped island should be installed in this expanse to break up the line of parking. While other areas of the property fall below the 50 space threshold, the site would benefit greatly from additional green space, particularly as an element of PUD design enhancement, and due to the site's visibility to the two major roadways. It is noted that the site plan and landscaping plans do vary, with the landscaping plan illustrating an island delineator in the center of the northerly line of parking along 1-94. Staff would recommend the site plan reflect this landscaping area consistent with the landscaping plan. Revised Surfacing Plan Comments. The revised landscaping plan illustrates a landscaped island delineator located in the northerly parking area, compliant with the noted ordinance requirement. Staff would continue to recommend the site and civil plans reflect this landscaping area consistent with the revised landscaping plan. Site Access. With the Planning Commission review of the initial plan submittals, the engineer's report recommended that the westerly access point to the outdoor storage area be removed and combined with the nearest access point to the east on the property, including realignment of that access to avoid conflicts with the access points on the property to the south of Chelsea Road. Revised Site Access Plan Comments. The applicant proposes to retain all three access points, including the westerly access to the open storage yard to accommodate access to after-hours deliveries and drop-offs of equipment. The center access appears to be shifted slightly to the west from the previously submitted site plan. The applicant has indicated that they have also narrowed these accesses. There was previous discussion that this middle access point would be shifted east to match the existing curb cut to the Dahlheimer property. Following review of the revised plans, the City Engineer has determined that the three revised access locations and widths are adequate as proposed based on anticipated traffic and turning movements. Fencing. The applicant's original site plan illustrates a chain-link fence that would surround the entire property at the property line, and also enclosed the westerly outdoor equipment storage area. Notes on the submissions suggest barbed wire enclosures would be included on a portion of this fence. The zoning ordinance does not permit barbed wire except where specifically approved as a part of a separate security plan. Staff does not recommend the barbed wire in this highly exposed location due to concerns over aesthetic impression from both 1-94 and Chelsea Road. Other security measures should be considered for sensitive areas. Moreover, chain link fencing in the industrial districts is allowed with the provision that such fences are covered with dark green or black vinyl/paint color. This requirement should be specified as a part of any approval considered for this PUD. Revised Fencing Plan Comments. No new fencing information is included on the submitted landscaped plan. The original Planning Commission conditions recommended adding black vinyl coating to the proposed chain link fence, and elimination of barbed wire. Some comments at the Planning Commission meeting suggested a more decorative fence design would be preferred and support for removal of the barbed wire. Related to this comment, staff would suggest that the Chelsea Road frontage in particular would benefit from more decorative fencing. If Council agrees, conditions relating to the fence should be modified in Exhibit Z. Landscaping. As shown on the original submitted landscape plan, tree and shrub planting is proposed around the site, particularly along the west side of the site adjoining the open equipment parking/storage area. The zoning ordinance requires a total of 4 caliper inches of tree planting per acre in industrial areas, resulting in a minimum planting of 42 caliper inches of trees on this parcel. The proposed plan shows planting quantities in excess of this requirement. Planning staff would note, however, that the trees surrounding the open storage/parking area on the west should be evergreen varieties planted approximately 15 feet on center to create a more complete landscape screen of that area. For the east boundary, the applicant will need to plan for what the zoning ordinance identifies as a "C" buffer—with the accommodation that the buffer planting is reduced by half since the adjoining property is not yet developed. As such, the applicant is required to maintain a minimum 10 -foot landscaped space, with a total of 28 caliper inches of overstory trees, and 33 caliper inches of ornamental trees over the 482 foot long side property line. These landscaping recommendations bring the site into conformance with code requirements and respond to the comments of Planning Commission and Council during the Concept PUD review. As noted, the original and revised landscape plans do not conform to the civil design plans used for engineering purposes. The final site plan should be resolved and the landscape plan redesigned accordingly. Revised Landscaping Plan Comments: The landscape plan has been revised, with a substantial landscaped island breaking up the row of display sites along the 1-94 frontage. That landscaped island also includes two "Display Ramps" as a part of the planting area. The westerly storage area shows Colorado Blue Spruce surrounding the area, planted approximately 18 feet on center. The particular variety specified, "Fat Albert" is a smaller variety of blue spruce, growing to just 10-15 feet in height and 10-12 feet in width. A larger variety should be chosen, and the plant quantities should be doubled in this area to create a more effective landscaped screen of this storage area. As the original staff report notes, the easterly boundary requires a planting of 28 caliper inches of overstory trees, and 38 caliper inches of ornamental trees to meet the "C" buffer requirements. The submitted plan shows a total of 12 inches of Autumn Blaze Maple (6 trees at 2" caliper), and 8 inches of ornamental, including 2 each of Pink Spire Crabapple and the Fat Albert blue spruce. The ordinance requires more than double the overstory tree planting (28" rather than 12") and nearly five times the ornamental planting (38" rather than 8"). The conditions in Exhibit Z are therefore reflective of this continued recommendation for enhanced plantings. The applicant has not provided revised plans for the trash enclosure, lighting or signage. As such, the Exhibit Z conditions relating to these items remain as recommended with the Planning Commission review. Trash/Recycling. The applicant has proposed an area adjacent to the west side of the building for outdoor storage of small parts and trash enclosure. Per ordinance requirements, this area must be finished with materials similar to those used in the principal building. Lighting. As required, a lighting plan has been submitted for review. The vast majority of exterior site lighting is to be freestanding fixtures (20) located within the site's off- street parking areas. Such fixtures are to measure 25 feet in height which satisfies the maximum height requirement of the Ordinance. The majority of the proposed fixtures appear to be identified as 27.5 feet in height. These fixtures/poles should be adjusted to meet the requirements of the ordinance. According to the Ordinance, the maximum allowed illumination level for industrial uses, as measured at the property line is 1.0 foot-candles. This maximum illumination level is exceeded in a few areas of the plan. The lighting plan should be modified to meet this requirement. Signage. The applicant has not submitted a final sign plan. As a condition of PUD approval, all signs erected upon the subject site should be subject to sign permit. Grading, Drainage and Utilities. The submitted grading, drainage and utility plans are subject to review comment by the City Engineer. The City Engineer's comments are provided in the Supporting Data. Revised Civil Plans: The applicant has elected not to make changes to the civil plans between the Planning Commission and City Council considerations, indicating that final changes to the civil plans will be made based on the Council's comments and conditions related to the revised building and landscaping site plans. As such, Exhibit Z continues to include a condition that the plans are subject to the review and comment of the City Engineer. Preliminary and Final Pla As noted, the applicant seeks to replat the proposed lots into a single development parcel. As a part of the plat, the applicant will be seeking the vacation of a drainage easement that crosses the property, and creation of new drainage and utility easements surrounding the property. The proposed plat details the required perimeter drainage and utility easements and the vacation of an internal 20' easement for stormwater purposes is subject to the review and recommendation of the City Engineer. There are no planning issues related to the plat, apart from the PUD site planning reviews, including comments related to access design. The City Engineer has addressed additional civil design issues related to the plat as a part of their report. It should be noted that stormwater management design is currently a subject of review and discussion between the city and applicant. The City Engineer believes the access points shown on the revised landscaping plan are acceptable based on current and planned corridor design. The applicant has provided a final plat for review. The final plat is consistent with the prepared preliminary plat. The final plat will require revision to meet the specification for drainage and utility easements as recommended by the City Engineer, including those comments to the petitioned vacation of easements. Development Contract The development contract for the Nuss Truck and Equipment project outlines the required private and public improvements associated with the planned unit development. The agreement details the review and inspection required for the public and private improvements, along with the securities required to guarantee construction per approved plans for the public sidewalk, site grading and site landscaping. The sidewalk along Chelsea Road is required by the city's subdivision ordinance and is the single public improvement on the site. As such, the recommended combined securities for planning, legal and city administration are proposed to be a total of 2% of the estimated public improvement costs. City escrows for grading and inspection of the sidewalk are the standard 3% or 4%, respectively. The development agreement specifies the trunk area storm water charges applicable per the prior development and purchase agreements with the current property owner, John Chadwick Farms. As those agreements did not contemplate the water quality requirements which exist under today's stormwater permitting, the agreement further addresses the fees required for management of water quality within existing regional ponds in the city's industrial park. Standard prevailing rates apply to the water and sewer trunk charges. The agreement includes a special provision relating to the outstanding assessment on the property for the Chelsea Road street and utility extensions. The developer has been informed of this assessment, which is indicated in the title information for the site. The assessments are required to be paid with the sale of the property. The outstanding assessments on the 5th Addition parcel are $598,575.51, which is the total until 11/15/21. Outlot A of the 6th Addition was not assigned assessments for the project. Other terms and conditions within the agreement are customary to the city's prior development agreement templates. Budget Impact: None. The applicant is required to submit escrows to cover the costs for plan review and inspection at both the planning and project stages. II. Staff Workload Impact: A significant amount of staff time has been involved in reviewing the application and revised submittals, as well as preparing the staff report and supporting documents. Review and preparation have included both in-house and consulting staff. III. Comprehensive Plan Impact: The Monticello 2040 Vision + Plan guides the subject site as Light Industrial Park. It is noted that the 1-1 District is the companion zoning to the LIP guidance, with Machinery and Truck Sales & Repair uses area currently allowed in the 1-1 District. In considering the PUD application, the Council will need to evaluate the tax base and job creation associated with use against the larger areas of outdoor sales and display/storage proposed. A reference for Council is Monticello 2040 Plan Strategy 5.4.2 which states the city should "Continue to support quality site design for industrial uses as an investment in the community and employment districts, including materials, landscaping and architecture." PLANNING COMMISSION RECOMMENDED ACTION The Planning Commission reviewed the requests and held a public hearing on the rezoning, development stage PUD and preliminary plat on January 2nd, 2021. The Planning Commission requested clarification as to staff's recommendation on the site access points. Staff responded that the applicant and City Engineer were still evaluating the access number and location; at this point the recommendation is that the applicant remove one access or align the middle access with the existing access across Chelsea Road. The Council liaison inquired as to the PUD enhancements and concessions offered by the project. Planner Grittman noted that the surface material of the outdoor storage area was an area of concession and without adjustment, the landscaping plan would not meet code requirements. It was suggested that changes to the landscaping plan and building elevation improvements would be consistent with enhancements required of other PUDs in the area. The staff recommended conditions in Exhibit Z related to those enhancements. Building to lot area coverage ratios were discussed. It was noted that while Vehicle Sales uses have a ratio requirement, the Machinery & Truck Sales use does not include that requirement. The applicant's representative, Phil Watkins, was present to address the Commission. Mr. Watkins indicated no concern with the majority of the conditions outlined. Mr. Watkins stated they would seek to allow three access points to the site from Chelsea Road due to site circulation needs and would continue to work with the City Engineer on the appropriate spacing and condition for those accesses. The applicant's engineer, Scott Dahlke of Civil Engineering Site Design, also addressed the Commission. Mr. Dahlke explained the challenges associated with the grading, drainage and stormwater management on the site. He noted that they would continue to work with the City Engineer's office on these items and to address the comments in the staff letter. The Commission sought information from the applicant on the necessity for the chain link fencing. Mr. Watkins indicated that their other sites had issues with theft and vandalism and the fence is intended as a security measure. It was noted that the westerly area would not have a gated entrance but would possibly include a fence. No other members of the public were present to address the Commission on the requests. Following their discussion, the Planning Commission unanimously recommended approval of the rezoning to PUD, development stage PUD, and preliminary plat applications subject to the conditions in Exhibit Z. STAFF RECOMMENDED ACTION City staff recommends approval of the rezoning to the Nuss Truck and Equipment planned unit development, development and final stage PUD and preliminary and final plat and development contract for the Nuss Truck and Equipment Addition, subject to the conditions in Exhibit Z and as specified in the resolutions for approval. This recommendation is based on the direction provided in the previous review of the PUD Concept Plan. At that time, City officials found the proposed land use and requested Zoning Ordinance flexibilities (potentially allowed by the PUD) to be generally acceptable, although with enhancements to the site in terms of building and landscaping treatments. With the revisions prepared by the applicant and subject to the conditions in Exhibit Z as modified based on the revised plan submittals, the formal request for PUD zoning and Planned approval is consistent with previously received City feedback. The preliminary and final plat are also consistent with subdivision ordinance requirements, subject to those comments of the City Engineer. SUPPORTING DATA A. Resolution 2021-10, Preliminary and Final Plat, Development Contract B. Resolution 2021-11, Rezoning to PUD C. Ordinance No. 754 D. Resolution 2021-12, Development and Final Stage PUD E. Resolution PC -2021-003, Rezoning to PUD F. Resolution PC -2021-004, Preliminary Plat G. Resolution PC -2021-005, Development and Final Stage PUD H. Aerial Site Image I. Applicant Narrative J. Civil Site Plans, including: 1. Project Location Plan 2. Site Plan, PUD Development Plan 3. Grading and Drainage Plan 4. Sanitary Sewer & Water Plan 5. Storm Sewer Plan 6. SWPPP 7. Existing Conditions & Removal Plan 8. Details K. Preliminary Plat L. Building Elevations, Site and Floor Plans M. Revised Building Elevations, January 2021 N. Elevation Detail —Sample Image 0. Landscape Plan P. Revised Landscaping & Site Layout Plan, January 2021 Q. Photometric Plan R. Final Plat S. City Engineer's Comment Letter, dated December 17, 2020 T. MnDOT Comment Letter U. Development & PUD Contract V. Finance Plan W. Concept Stage PUD Minutes Z. Conditions of Approval EXHIBIT Z Rezoning to PUD, Preliminary and Final Plat, and Development and Final Stage PUD Nuss Trucking and Equipment (Additions/modifications to Planning Commission Exhibit Z in bold italics) Addition of landscaped islands or similar spaces throughout the paved area, including at least one such island along the north boundary of the site. (Addressed in revised landscaping plan.) 2. Addition of evergreen trees screening the outdoor storage parking area on the west, and buffer plantings on the east, all as noted in this report and consistent with city code requirements. Additional larger plantings needed on the west; significant increase in plantings required on the east buffer. 3. Revised landscaping plan is submitted coordinated with the engineered final site plan. 4. Addition of architectural enhancements to the principal building emphasizing additional/alternative materials treatments and principal entrance features 5. €liminatien A -f the 40OP-Ste Iy aEsess^fid-Eense'„;t+e„= with the 21"4 noted in the Gity Engineer' Fepe -+ The City Engineer has indicated the access points as shown on the revised landscaping/site plan are acceptable in width and location and shall be provide as shown on revised civil plans. 6. Elimination of the references to barbed wire, and reliance on alternative security measures on the property. 7. Addition of dark green or black vinyl coating on the chain link fencing, per ordinance requirements. 8. Specification of the exterior materials for the storage/trash area to be similar to those of the principal building. 9. Modification of the lighting plan to a maximum of 1.0 footcandles at the property line and 25 foot tall poles. 10. Submission of a signage plan consistent with the requirements of the City's sign ordinance. 11. Compliance with the recommendations of the City Engineer's report dated December 17, 2020, and comments resulting from a review of revised civil plans to be submitted. 12. Preliminary plat is revised to include the missing the dedication language. ["Has caused the same to be surveyed and platted as NUSS TRUCK AND EQUIPMENT ADDITION, and does hereby dedicate to the public for public use the drainage and utility easements as created by the plat. "] 13. Compliance with the comments of MnDOT's plat review. 14. The applicant enters into a development agreement as a condition of Final Plat and Final PUD approval. 15. Comments and recommendations of other City Staff and City Council. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2021-10 A RESOLUTION OF THE MONTICELLO CITY COUNCIL APPROVING A PRELIMINARY AND FINAL PLAT AND DEVELOPMENT CONTRACT FOR THE NUSS TRUCK AND EQUIPMENT ADDITION AND DEVELOPMENT AGREEMENT WHEREAS, the applicant owns or will own property along West Chelsea Road in the Otter Creek 5th and 6th Additions; and WHEREAS, the applicant has submitted a request to plat said property into one development parcel under a PUD; and WHEREAS, the site is guided for industrial uses under the Light Industrial Park (LIP) guidance 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 industrial uses; and WHEREAS, the Planning Commission held a public hearing on January 5, 2021 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 Plat provides an appropriate means of furthering the intent of the Comprehensive Plan for the site by putting the existing and proposed improvements and parcels to industrial use. 2. The proposed improvements on the site under the Preliminary Plat are consistent with the needs of the development in this location as an industrial area. 3. The improvements will have expected impacts on public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the development as proposed. 4.. The PUD flexibility for the project is 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 RESOLVED, by the City Council of the City of Monticello, Minnesota, that the City Council approves the Preliminary and Final Plat for Nuss Truck and Equipment, subject to the conditions listed in Exhibit Z of the staff report as follows: Addition of landscaped islands or similar spaces throughout the paved area, including at least one such island along the north boundary of the site. 2. Addition of evergreen trees screening the outdoor storage parking area on the west, and buffer plantings on the east, all as noted in this report and consistent with city code requirements. Additional larger plantings needed on the west; significant increase in plantings required on the east buffer. 3. Revised landscaping plan is submitted coordinated with the engineered final site plan. 4. Addition of architectural enhancements to the principal building emphasizing additional/alternative materials treatments and principal entrance features 5. Access points as shown on the revised landscaping/site plan are acceptable in width and location and shall be provided as shown on revised civil plans. 6. Elimination of the references to barbed wire, and reliance on alternative security measures on the property. 7. Addition of dark green or black vinyl coating on the chain link fencing, per ordinance requirements. 8. Specification of the exterior materials for the storage/trash area to be similar to those of the principal building. 9. Modification of the lighting plan to a maximum of 1.0 footcandles at the property line and 25 foot tall poles. 10. Submission of a signage plan consistent with the requirements of the City's sign ordinance. 11. Compliance with the recommendations of the City Engineer's report dated December 17, 2020, and comments resulting from a review of revised civil plans to be submitted. 12. Preliminary plat is revised to include the missing the dedication language. ["Has caused the same to be surveyed and platted as NUSS TRUCK AND EQUIPMENT ADDITION, and does hereby dedicate to the public for public use the drainage and utility easements as created by the plat."] 13. Compliance with the comments of MnDOT's plat review. 14. The applicant enters into a development agreement as a condition of Final Plat and Final PUD approval. 15. Comments and recommendations of other City Staff and City Council. 2 BE IT FURTHER RESOLVED BY THE CITY COUNCIL OF MONTICELL0, MINNESOTA, that the document titled "Development Contract and Planned Unit Development and for Nuss Truck and Equipment," with assignment of the specific terms and conditions for public improvements and the specific terms and conditions for plat development, is hereby approved. ADOPTED this 25th day of January, 2021 by the City Council of the City of Monticello, Minnesota. ATTEST: Rachel Leonard, City Administrator MONTICELLO CITY COUNCIL 3 Lloyd Hilgart, Mayor CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2021-11 A RESOLUTION OF THE MONTICELLO CITY COUNCIL ADOPTING AN AMENDMENT TO THE MONTICELLO ZONING ORDINANCE ESTABLISHING THE "NUSS TRUCK AND EQUIPMENT PUD", AND REZONING A PARCEL FROM B-3 (HIGHWAY BUSINESS) AND A PARCEL FROM IBC (INDSUTRIAL BUSINESS CAMPUS) TO NUSS TRUCK AND EQUIPMENT PUD DISTRICT WHEREAS, the applicant owns or will own property along West Chelsea Road in the Otter Creek 5th and 6th Additions; and WHEREAS, the applicant has submitted a request to plat said property into one development parcel under a PUD; and WHEREAS, the site is guided for industrial uses under the Light Industrial Park (LIP) guidance 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 industrial uses; and WHEREAS, the Planning Commission held a public hearing on January 5, 2021 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 City Council has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the City Council of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The Rezoning provides an appropriate means of furthering the intent of the Comprehensive Plan for the site by putting the existing and proposed improvements and parcels to industrial use. 2. The proposed improvements on the site under the PUD Zoning are consistent with the needs of the development in this location as an industrial area. 3. The improvements will have expected impacts on public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the development as proposed. 4.. The PUD flexibility for the project is 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 RESOLVED, by the City Council of the City of Monticello, Minnesota, that the Monticello City Council approves the Rezoning Ordinance for "Nuss Truck and Equipment PUD District", Ordinance No. 754, subject to final stage PUD and final plat approvals. ADOPTED this 25th day of January, 2021, by the City Council of the City of Monticello, Minnesota. ATTEST: Rachel Leonard, City Administrator MONTICELLO CITY COUNCIL LOW 2 Lloyd Hilgart, Mayor ORDINANCE NO. 754 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING TITLE 10 OF THE MONTICELLO CITY CODE, KNOWN AS THE ZONING ORDINANCE, BY AMENDING SECTION 3.8, ADDING THE "NUSS TRUCK AND EQUIPMENT INDUSTRIAL PUD", A ZONING DISTRICT IN THE CITY OF MONTICELLO, THE CITY COUNCIL OF THE CITY OF MONTICELL0 HEREBY ORDAINS: Section 1. Section 3.8 — Planned Unit Developments, Title 10 — Zoning Ordinance is hereby amended to read as follows: 3.8 (13) Nuss Truck and Equipment Industrial PUD (a) Purpose. The purpose of the Nuss Truck and Equipment PUD District is to provide for the development of certain real estate subject to the District for industrial land uses. (b) Permitted Uses. Permitted principal uses in the Nuss Truck and Equipment Industrial PUD District shall be machinery/truck repair and sales as found in Section 5.2 (F)(11) of the Monticello Zoning Ordinance, Section, subject to the approved Final Stage Development Plans dated , and development agreement dated , 20_, as may be amended. (c) Accessory Uses. Accessory uses shall be those commonly accessory and incidental to industrial uses, and as specifically identified by the approved final stage PUD plans. (d) District Performance Standards. Performance standards for the development of any lot in the Nuss Trucking Industrial 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 I-1, Industrial District shall apply. (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 ORDINANCE NO. 754 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 its current district(s) to Nuss Truck and Equipment Industrial PUD, Planned Unit Development District: Lots 1, Block 1, Nuss Truck and Equipment Addition. 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 , 2021. ATTEST: Jennifer Schreiber, City Clerk AYES: NAYS: Lloyd Hilgart, Mayor 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2021-12 A RESOLUTION OF THE MONTICELLO CITY COUNCIL APPROVING A DEVLEOPMENT AND FINAL STAGE PLANNED UNIT DEVELOPMENT FOR THE NUSS TRUCK AND EQUIPMENT ADDITION WHEREAS, the applicant owns or will own property along West Chelsea Road in the Otter Creek 5th and 6th Additions; and WHEREAS, the applicant has submitted a request to plat said property into one development parcel under a PUD; and WHEREAS, the site is guided for industrial uses under the label Light Industrial Park (LIP) 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 industrial uses; and WHEREAS, the Planning Commission held a public hearing on January 5, 2021 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 and proposed improvements and parcels to industrial use. 2. The proposed improvements on the site under the PUD are consistent with the needs of the development in this location as an industrial area. 3. The improvements will have expected impacts on public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the development as proposed. 4.. The PUD flexibility for the project is 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 RESOLVED, by the City Council of the City of Monticello, Minnesota, that the Monticello City Council approves the Development and Final Stage PUD for Nuss Truck and Equipment, subject to the conditions listed in Exhibit Z of the staff report as follows: Addition of landscaped islands or similar spaces throughout the paved area, including at least one such island along the north boundary of the site. 2. Addition of evergreen trees screening the outdoor storage parking area on the west, and buffer plantings on the east, all as noted in this report and consistent with city code requirements. Additional larger plantings needed on the west; significant increase in plantings required on the east buffer. 3. Revised landscaping plan is submitted coordinated with the engineered final site plan. 4. Addition of architectural enhancements to the principal building emphasizing additional/alternative materials treatments and principal entrance features 5. Access points as shown on the revised landscaping/site plan are acceptable in width and location and shall be provided as shown on revised civil plans. 6. Elimination of the references to barbed wire, and reliance on alternative security measures on the property. 7. Addition of dark green or black vinyl coating on the chain link fencing, per ordinance requirements. 8. Specification of the exterior materials for the storage/trash area to be similar to those of the principal building. 9. Modification of the lighting plan to a maximum of 1.0 footcandles at the property line and 25 foot tall poles. 10. Submission of a signage plan consistent with the requirements of the City's sign ordinance. 11. Compliance with the recommendations of the City Engineer's report dated December 17, 2020, and comments resulting from a review of revised civil plans to be submitted. 12. Preliminary plat is revised to include the missing the dedication language. ["Has caused the same to be surveyed and platted as NUSS TRUCK AND EQUIPMENT ADDITION, and does hereby dedicate to the public for public use the drainage and utility easements as created by the plat."] 13. Compliance with the comments of MnDOT's plat review. 14. The applicant enters into a development agreement as a condition of Final Plat and Final PUD approval. 2 15. Comments and recommendations of other City Staff and City Council. ADOPTED this 25t1i day of January, 2021 by the City Council of the City of Monticello, Minnesota. ATTEST: Rachel Leonard, City Administrator MONTICELLO CITY COUNCIL LOW 3 Lloyd Hilgart, Mayor CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2021-003 RECOMMENDING APPROVAL OF A REZONING TO NUSS TRUCKING INDUSTRIAL PLANNED UNIT DEVELOPMENT DISTRICT WHEREAS, the applicant owns property along West Chelsea Road in the Otter Creek 5th and 6th Additions; and WHEREAS, the applicant has submitted a request to plat said property into one development parcel under a PUD; and WHEREAS, the site is guided for industrial uses under the label Light Industrial Park (LIP) 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 industrial uses; and WHEREAS, the Planning Commission held a public hearing on January 5, 2021 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 Rezoning provides an appropriate means of furthering the intent of the Comprehensive Plan for the site by putting the existing and proposed improvements and parcels to industrial use. 2. The proposed improvements on the site under the PUD Zoning are consistent with the needs of the development in this location as an industrial area. 3. The improvements will have expected impacts on public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the development as proposed. 4.. The PUD flexibility for the project is 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, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2021-003 NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the rezoning to Nuss Trucking Industrial District. ADOPTED this 5h day of January, 2021, by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION Fl By: j n R\S Q c4(n Chair ATTEST: Angela Sch* ,�Con'ITMnity Development Director 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2021-004 RECOMMENDING APPROVAL OF A PRELIMINARY PLAT FOR NUSS TRUCK AND EQUIPMENT ADDITION WHEREAS, the applicant owns property along West Chelsea Road in the Otter Creek 5th and 6th Additions; and WHEREAS, the applicant has submitted a request to plat said property into one development parcel under a PUD; and WHEREAS, the site is guided for industrial uses under the label Light Industrial Park (LIP) 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 industrial uses; and WHEREAS, the Planning Commission held a public hearing on January 5, 2021 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 Plat provides an appropriate means of furthering the intent of the Comprehensive Plan for the site by putting the existing and proposed improvements and parcels to industrial use. 2. The proposed improvements on the site under the Preliminary Plat are consistent with the needs of the development in this location as an industrial area. 3. The improvements will have expected impacts on public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the development as proposed. 4.. The PUD flexibility for the project is 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, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2021-004 NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the Preliminary Plat for Nuss Trucking and Equipment Addition, subject to the conditions listed in Exhibit Z of the staff report as follows: 1. Addition of landscaped islands or similar spaces throughout the paved area, including at least one such island along the north boundary of the site. 2. Addition of evergreen trees screening the outdoor storage parking area on the west, and buffer plantings on the east, all as noted in this report and consistent with city code requirements. 3. Revised landscaping plan is submitted based on the engineered final site plan. 4. Addition of architectural enhancements to the principal building emphasizing additional/alternative materials treatments and principal entrance. features. 5. Elimination of the westerly access point, and consolidation with the 2nd access point as noted in the City Engineer' report. 6. Elimination of the references to barbed wire, and reliance on alternative security measures on the property. 7. Addition of dark green or black vinyl coating on the chain link fencing, per ordinance requirements. 8. Specification of the exterior materials for the storage/trash area to be similar to those of the principal building. 9. Modification of the lighting plan to a maximum of 1.0 footcandles at the property line and 25 foot tall poles. 10. Submission of a signage plan consistent with the requirements of the City's sign ordinance. 11. The City Engineer provide comment and recommendation related to grading, drainage and utilities. 12. Compliance with the recommendations of the City Engineer's report dated December 17, 2020. 13. Compliance with the comments of MnDOT's plat review. 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2021-004 14. Comments and recommendations of other City Staff and Planning Commission. ADOPTED this 5th day of January, 2021, by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION ATTEST: Angela !;'chq jnl *,Vommunity Development Director 3 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2021-005 RECOMMENDING APPROVAL OF A PRELIMINARY STAGE AND FINAL STAGE PLANNED UNIT DEVELOPMENT FOR NUSS TRUCK AND EQUIPMENT ADDITION WHEREAS, the applicant owns property along West Chelsea Road in the Otter Creek 5th and 6th Additions; and WHEREAS, the applicant has submitted a request to plat said property into one development parcel under a PUD; and WHEREAS, the site is guided for industrial uses under the label Light Industrial Park (LIP) 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 industrial uses; and WHEREAS, the Planning Commission held a public hearing on January 5, 2021 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 and proposed improvements and parcels to industrial use. 2. The proposed improvements on the site under the PUD are consistent with the needs of the development in this location as an industrial area. 3. The improvements will have expected impacts on public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the development as proposed. 4.. The PUD flexibility for the project is 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, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2021-005 NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the Development and Final Stage PUD for Nuss Trucking and Equipment Addition, subject to the conditions listed in Exhibit Z of the staff report as follows: 1. Addition of landscaped islands or similar spaces throughout the paved area, including at least one such island along the north boundary of the site. 2. Addition of evergreen trees screening the outdoor storage parking area on the west, and buffer plantings on the east, all as noted in this report and consistent with city code requirements. 3. Revised landscaping plan is submitted based on the engineered final site plan. 4. Addition of architectural enhancements to the principal building emphasizing additional/alternative materials treatments and principal entrance features. 5. Elimination of the westerly access point, and consolidation with the 2"d access point as noted in the City Engineer' report. 6. Elimination of the references to barbed wire, and reliance on alternative security measures on the property. 7. Addition of dark green or black vinyl coating on the chain link fencing, per ordinance requirements. 8. Specification of the exterior materials for the storage/trash area to be similar to those of the principal building. 9. Modification of the lighting plan to a maximum of 1.0 footcandles at the property line and 25 foot tall poles. 10. Submission of a signage plan consistent with the requirements of the City's sign ordinance. 11. The City Engineer provide comment and recommendation related to grading, drainage and utilities. 12. Compliance with the recommendations of the City Engineer's report dated December 17, 2020. 13. Compliance with the comments of MnDOT's plat review. 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2021-005 14. Comments and recommendations of other City Staff and Planning Commission. ADOPTED this Stn day of January, 2021, by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION By:q*' cAa- John .. Achrn Chair ATTEST: Angela Schum*' Cor}qunity De'ftment Director 3 Phil Watkins I Request for Map Amd (Rezoning) to PUD, Dvlpmt & Final PUD, and Prelim & Final Plat Legals: Outlot A, Otter Creek Crossing 6th Addn & Lot 3, Block 1, Otter Creek Crossing 6th Addn Created by: City of Monticello Nuss Truck & Equipment - Roseville 2195 W. County Road C2 TRUCK Roseville, MN 55113 EOUIP ENT 651-633-4810 / 800-704-0935 IN Fax 651-635-0928 www.nussgrp.com Hello Monticello City Council, Planning Commission members and Staff, We are pleased to present a revised proposal for a new Nuss dealership. As we discussed 9-28-20, the Nuss family has been serving the transportation industry since our original Mack dealership location in 1959. We sell and support many industry tools for almost every type of manufacturing, infrastructure, construction, food and beverage, furniture, medical, all levels of government including snow plows, wheel loaders, dump trucks, excavators and more. We would potentially acquire 10 acres on Chelsea Road early next year if our land use is approved. The proposed lot is between 2 vacant properties currently and has no wetlands. Building plans would be for a new 32,700 SF (footprint) with total 46K SF dealership location built next 1-2 years with compliant signage. Per staff request we are submitting a PUD. NTE is a vehicle sales business similar to the adjacent Ryan Auto dealership. Our vehicle inventory show floor is our outdoor sales lots. The request is to have the subject property zoned as vehicle sales instead of the current B3/IBC. The plan is for extra screening with trees for the West area with a mixed use parking, loading / unloading lot without new inventory display. The east display portion we are looking for minimal screening / buffer for inventory visibility. Our plan used the same planting schedule as the Ryan dealership with some trees shifted west for additional screening. The existing drainage easement would be vacated and a pre development drainage plan / system needed on neighboring E/W lots. After our meeting in September we have come upon a few challenges with the project. The proposed site has one of the lowest elevations along Chelsea Road combined with a relatively high storm water inlet pipe to the existing Chelsea Road storm system. The building elevation will need to be raised approximately 6'-8' above the existing grade for proper drainage and will also have a large amount of top soil removal (1'- 2') resulting in $450-$500K of fill and compaction costs. The project would also require the city to update the present storm water treatment capacity to accept rate, volume and water quality of the facility. Nuss would likely have additional assessments above the 152K development fees to upgrade the existing system to handle the required capacity. After seeking preliminary bids for construction we have been told most trades will be seeing a 10%-30% price increase for 2021 mainly due to building material costs. With over 1 mil of new unplanned cost increases we would be unable to also afford an additional 7K -8K SF of building footprint up to 40K. The facility would be over 27' tall and would have 2 floors and total useable SF of over 46K as planned. We look forward to working with you on this project ! Sincerely, Phil Watkins, VP Customer Support, pwatkins(a�nussgrp.com 612-308-4253 BURNSVILLE • DULUTH • EAU CLAIRE • MANKATO • ROCHESTER • ROSEVILLE • ST. CLOUD KITTS ON ROSEAU Z LAKE OI C) C) E WO m MARSHALL �V m N tp Q BELTRAMI PENNINGTON co W 41LE a a: � a ca LPOLK V MAHNI- 00 0 J OMEN 0 com 'S G� w C C CLAY BECKER co a co f OTTER TAIL KOOCHICHING ITASCA ST. LOUIS CASS AITKIN MR CARLTON TODD IMORRISON iT POPE STEARNS NE URNE MAN SWIFT Z� Nor .O WRIG T LAC HIPPEWA p � QUI HENHE- PARLEii N —. , —11 RENVILLE 4RVER SIBLEY LYON REI?Mtow ICOLLET t BROWN MURRAY COTTON- WATON. BLUE woo WAI EARTH NOBLES -% MARTIN .al RICE PINE RAMSEY WASHINGTON HUE WABASHA OLM TED WINO COOK LAKE ,� IMOWERIFILLMOR14 1 Copynght2W5 dig ital-top-o-maps_cam MINNESOTA ft f SITE IMPROVEMENT PROJECT 11. MONTICELLO, MN WRIGHT COUNTY 1!!! * 11A— * � -.1 — PROJECT LOCATION CITY OF MONTICELLO., MN INDEX OF CIVIL SITE DRAWINGS: CO PROJECT LOCATION PLAN C1 SITE PLAN, PUD DEVELOPMENT PLAN C2 GRADING AND DRAINAGE PLAN C3 SANITARY SEWER & WATER PLAN C4 STORM SEWER PLAN C5 SWPPP C6 EXISTING CONDITIONS & REMOVAL PLAN C7–C8 DETAILS CLIENT: NUSS TRUCK & EQUIPMENT 2195 West County Road C-2 Roseville, Mn 55113 Phil Watkins pwatkins@nussgrp.com 651-633-4810 I— Z C) C) C) W m m �V m N tp Q Q co W C1 a a: � a ca V V CO = 0 J !a 0 com w C C CO co a co 5 CO Project Location plan N C) C) C) � m m N m Q Q � W O O O V FILE N0. 00795 CO Project Location plan SITE PLAN NOTES 1. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 2. MATCH EXISTING GRADES AT EXISTING PAVEMENT TO REMAIN. 3. EXISTING PAVEMENT TO REMAIN SHALL BE SAW CUT FOR CLEAN EDGE. TACK SHALL BE USED ON ALL VERTICAL EDGES PRIOR TO PATCHING. 4. CONTRACTOR SHALL VERIFY AND COORDINATE CONDUIT REQUIRMENTS FOR UNDERGROUND UTILITIES IF ANY WITHIN THE WORK ZONE WITH THE OWNER PRIOR TO PAVING. 5. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH FIRE MARSHALL FOR POSTING OF FIRE LANES, CURB MARKING AND SIGNAGE AS REQUIRED. 6. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL EXISTING SITE FEATURES THAT INTERFERE WITH NEW WORK AS SHOWN. GENERAL NOTES 1. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY THE PERMITTING AUTHORITIES. 2. WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY. THE SOILS REPORT AND RECOMMENDATION SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE OWNER OF ANY DISCREPANCY BETWEEN SOILS REPORT AND PLANS. 3. SITE CLEARING SHALL INCLUDE THE LOCATION AND REMOVAL OF ALL UNDERGROUND PIPING, VALVING, ETC. 4. SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE SOILS REPORT IF OWNER HAS PROVIDED SUCH REPORT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING ALL SOFT, YIELDING OR UNSUITABLE MATERIALS AND REPLACING WITH SUITABLE MATERIALS AS SPECIFIED. IF REQUESTED BY THE OWNER, CONTRACTOR SHALL SUBMIT A COMPACTION REPORT PREPARED BY A QUALIFIED SOILS ENGINEER, LICENSED WITHIN THE STATE WHERE THE WORK IS PERFORMED, VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AND PAVEMENT AREAS HAVE BEEN COMPACTED IN ACCORDANCE WITH THE SPECIFICATIONS AND RECOMMENDATIONS SET FORTH IN THE SOILS REPORT. 5. THE LOCATIONS OF THE UNDERGROUND FACILITIES SHOWN ON THIS PLAN ARE BASED ON AVAILABLE SURVEY RECORDS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR FACILITIES PRIOR TO STARTING CONSTRUCTION. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY HIS WORK FORCE. 6. ALL EXISTING DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY OWNER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. 7. ALL EXISTING CONCRETE CURBING AND PAVEMENT TO REMAIN SHALL BE PROTECTED FROM DAMAGE. CONTRACTOR TO REPAIR ANY DAMAGED EXISTING CURB AND PAVEMENT AT CONTRACTORS EXPENSE. KEY NOTES: O BITUMINOUS PAVEMENT; SEE SECTION ON DETAIL SHEET O2 CONCRETE CONSTRUCTION ENTRANCE; SEE DETAIL O3 CONCRETE PAVEMENT HEAVY DUTY; SEE SECTION ON DETAIL SHEET O4 CONCRETE PAVEMENT LIGHT DUTY; SEE SECTION ON DETAIL SHEET (PRIVATE SIDEWALK) O5 B612 (6") CONCRETE CURB & GUTTER MIX 31`32 FOR MACHINE PLACEMENT (MnDOT 2461) MIX 31`52 FOR MANUAL PLACEMENT (MnDOT 2461) O6 B612 (6") CONCRETE OUTFLOW CURB & GUTTER. (TIP -OUT FLOWLINE) MIX 31`32 FOR MACHINE PLACEMENT (MnDOT 2461) MIX 3F52 FOR MANUAL PLACEMENT (MnDOT 2461) 0 PAINT INTERNATIONAL SYMBOL OF ACCESSABILITY WITH WHITE LATEX PAINT O ACCESSIBLE PARKING SIGN (MnDOT NOS. R7 -8A & R7-813). CENTER SIGN ON PARKING STALL. LOCATION PER GENERAL CONTRACTOR. MOUNT ON STEEL CHANNEL POST. O9 NO PARKING SIGN (MNDOT R R8-3). CENTER SIGN ON ADA ACCESS AISLE. LOCATION PER GENE AL CONTRACTOR. MOUNT ON STEEL CHANNEL POST. SIGN HEIGHT PER MN ADA REQUIREMENTS. 10 PED RAMP TO COMPLY WITH AMERICANS WITH DISABILITIES ACT & MnDOT STANDARD PLAN 5-297.250 INCLUDING CONTRASTING DETECTABLE WARNING DEVICES. DEPRESS BACK OF CURB AT RAMP. 11 PAINT 4" SOLID STRIPE - WHITE LATEX PAINT 12 LIGHT POLE. REFER TO LIGHTING AND PHOTOMETRIC PLAN FOR LOCATIONS AND SPECIFICATIONS 13 PERVIOUS AREA. SEE LANDSCAPE PLAN BY OTHERS 14 SAWCUT AND REMOVE EXISTING BITUMINOUS FOR CLEAN EDGE 15 EXISTING PAVEMENT TO REMAIN 16 EXISTING UTILITIES TO REMAIN IN PLACE. CONTRACTOR TO PROTECT 17 NOT USED. 18 FIRE DEPARTMENT CONNECTION ON BUILDING WALL FOR FIRE SUPPRESSION SYSTEM. 19 ELECTRICAL TRANSFORMER LOCATION. MONUMENT SIGN. SEPARATE SIGN PERMIT TO BE OBTAINED 20 FROM CITY. 21 CHAINLINK FENCE 7 FT BLACK VINYL WITH SECURITY 3 STRAND BARWIRE AT TOP. 22 GATE 23 PUBLIC SIDEWALK. SEE MONTICELLO DETAIL ON SHEET C8. 24 COMMERCIAL DRIVEWAY ENTRANCE SEE DETAIL 25 AGGREGATE MATERIALS SURFACE. RECYCLE BITUMINOUS AND CONCRETE OR CLASS 5. LEGEND: - x X x x X XXXXXx x X EXISTING BOUNDARY - - - - - - - - - - PROPOSED CURB AND GUTTER STANDARD X x x X X X X xxXXxXX�XX EXISTING EASEMENT -- X x X X x x Ix X X X IX x - X X X X- xxXxxxxxXX - - PROPOSED CURB AND GUTTER TIP -OUT - EXISTING SETBACK x - X X X X EXISTING R/W LINE ® PROPOSED PARKING STALLS ° CONCRETE LIGHT DUTY X x '4 x X X X x X XXXXXXXXXX XXXXXXXXXX XXX X X X XXXXXXXXXXIXXXJXXXxxXXXXXXXXX PROPOSED LIGHT POLE R000000000000000 00000000000000 00000000000000000000000000000 CONCRETE HEAVY DUTY 10.51 AC 0000000000000000000000000 0 000 1/1,250 = 22 STALLS C S Z BITUMINOUS PAVEMENT VO AGGREGATE SURFACE �o SITE DATA: EXISTING ZONING: B-3 HIGHWAY BUSINESS DISTRICT IBC INDUSTRIAL BUSINESS CAMPUS DISTRICT PROPOSED ZONING: PUD PLANNED UNIT DEVELOPMENT LOT AREA: 457,778 SF = 10.46 ACRES BUILDING AREAS: BUILDING MAIN LEVEL: 32,700 SF BUILDING MEZZANINE LEVEL: 14,000 SF BUILDING FUTURE EXPANSION: 8,800 SF TOTAL: 55,500 SF PERCENT BUILDING FOOTPRINT COVERAGE: 9.06 % ((32,700+8,800) / 457,778) FLOOR AREA RATIO (ALL FLOORS) 0.121 (55,500 / 457,778) INTf 7R t 5 TA TE 194S 40°59'51" E o R=4,003.72 --813.08-- L=134.25 100.23 12 -13 712.85 ! 12 12 l 1 _ _ O O 13 __(12 13I� III I� O 21 - II 10 I I III �-a IIx X X X X II11 XXXXXxxx - x X x x X XXXXXx x X x x x x o X x x X X X X xxXXxXX�XX X X X X X X XXXX -- X x X X x x Ix X X X IX x - X X X X- xxXxxxxxXX x x x x x X x x X x x X X X X x - X X X X IX I X x X X XXXXXXXXXX -(XXXXXXXXXX (XXXXXXXXXX X x x X II-XX XXXXXX XXXXXXXXXX �'\ XXXXXXX ',I xx.-Ji0� X x '4 x X X X x X XXXXXXXXXX XXXXXXXXXX XXX X X X XXXXXXXXXXIXXXJXXXxxXXXXXXXXX x x x x X X X X X x x x X X ,(JCX X XX�C �r Xx X -X XX- x X Ol \ -0 X x X X x x X x s x X X = X X- - X X- - _ �IIIIr�IIII X X X X X X X X X X L1 X X X X X X X X x x X x x X X x x x x x X X x x X X x X- X X X X X x X X - X X-' X x x x x x XxXX X x 20 X x x x X X x x X x X x x x X X X x X x x X x x x x X X x X X x x x x x X x X X X X X X X x x x x x X x x X X x x X X x x x X X x X - - x o 11 X - xxx X x X x X x x x X X X x X X x x o 11 X X x 1 - x X X x x x x x X x x x X X 13 X X X X X X x X x x x x x x x x x x x x x x x x x x x x x" x x x x x x x x x x x x x X x x x x x X X x x x X x x d -X X �x� e2l x X X X X x X X I v E V X X-- x X x x X x x x X X X- X X x x x x x X Y X X X x X X- X X X x X X x x x X x- X X ,� JC - X X x x x X X x X X X X X X X X X X X X X x x x x X x X X x X x x X X x x X x-- x X x x X x X X X - x X X X x x x x X X x x X X X X x x x x X X X .. 110ff-XXx XXXXX �10XxxxxXXxxxxxXxxXx X x Xxxx---xxXXx\ x-xx XXXXXXXXXX \ xxx-xxXX-XxxXXXXx XxxxxxXxXXxxxxXXXXXXXX XXxxxxXxxxxxxXxxXxxXxXXxxxx X X X x x X x x X x x x x x X x x x x x x x X XxxxxxxXxxxxxXxxxxxXxx xxXXxXxx - X - XxXXxxxxxXxxxxxXXxxxxXxxX- XXXXXXX Xx - XXxxxxx- XxxXxxXx � -- xXxxXxxXxXxxxxXxXxxxxxXXxxxxXxxXxxxxxx X x- X X x x X x x - - X X X x X X 21' III I �o - X x x X x x X x x 10 X x x x x X X X X X x x x 4 O u 2 2 x x I X x x x x '"' 12 0 1 1 22 �'`iO--xxxx>lXXx XxXxXxxxxxxXxx - X X x x x Ix x X X x x x X x x x X x x x X X x x x x O O-xxxXxxXxxXxXXxxX-XxXXxxxxXXxXxxxxxXXxxxxxXXx --XXXXXxxXxXxxxx--XxxxxxXxXXxXx---xXXxx xXxxxxxXXXXxxXxXXxi`- XXxXX® X X X X X X- X X x X X X X x X x x X X X XXx X X X X X X X x x X X X X X X XXxxxxx X x X x x x X X X X X X X x X X X X X X X X x x X X X X X X XXXX - x X X XXXXX x I I I X x x k x X x x O x x x x x x x x x x x x x x x x x x x x x x X X X X X X X X XxxxxxXXxxxxxXXXxx 'EX/STING X X X X X X X Xxxxxxxx *xxx-xxxxxxxxXxxxxxXxXxxxx <xXxXxxxxxl XxXxxxxXXXXXXxxx xxx----XXxX-xxxXxx- 25 x x X x X X x x 1 o-�.xXXx x---xxXXxXxxXxxXxxxXXXx 1--XxXxxxxxXXxxxxXxxxXxxx I AR Xx--XXxx-xxXX-X--xXXXxxxxX xxx-xXXxoxxxxxxXxxXxXX 4 XXXXXXXXxx EASEMENT 1 xxXXXxXxxX �-X 12 O x x x x x X x x x x 6- -O�XXXXXXXXXXXXX xXXXXX�XXXIx xxXXXxXxxxxxxXxxxxxXxxx 10 FT WIDE x X x x x x x x x x x x x x X x X x x X X x � x x x X X X X x x x x X X x--- x x x X X-- x x X x x X x x rOx n XXXX TO BE XXXxXXXxXXxxXX 5 IX x x-- x x X x X X - x x X x x x x X X x x x XXxxxxx --- X X x x XXXX X CONCRETE :xxXXXXXxXxXxxxx I� XXXXXxxxXxx xXX XXXXXXXXXXxxXxxX c�X--xxXxxxxxXxxxxxXxxxx xXxxxXXXXXxXXXXXXXXXX�XXXIX VACATED �XXXXXXXxXXXXXxxxxxxXxxOQ XXXXXxx X x x x X X x X X X I x x XIX x X x x X x X X - x X X X X X X x x x X X X X X X X X X X X x x ' X x x X X X X X X X X X X x x x x X - h DOLLY PAD X x x x- ; 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X X X X X X X X X X X X X X X X X X X X X X x x x 2 5 I �/ X-- X X X X X X x x X x x x X X X X X X x xI- X X x X x x X x x X -- - X X X X O (5) 25 xX�XXxxxXxXxxx� -X- x -XXxx--XxX -x x XX-XXXXxx X Xxx 10 X X X--xXxXxxx -- X X I x X x x x X x x x X x x x x x X x X X x %�1x 11 x x-- X x xx®XXXXXXxXxxXxxxxXxxx� xxX-xxXxx� � E O `xx--xXxx XX x X X x x� I x x- X X x x X x x x X xN x x b X it x/ x 1 1 Xxx x x x x x X x 1 1 X 1x X X x x; X x x x x X I I 4 X X X X X x X X X x x x X x x x x x ��s Ixx - x x x Xxxxxxxx --,9�- x�-I X_25 XxXxxxx - Xxx- x E O QII X XxXXX I x - x x x X x x x x X x - x Opt --XXXXXxx - x It X AINAGE X X Xxx x x x X X x X X X X X x X X X x X X D A UTILITY EASEMENT x x 12 X x x X X X I 1� x x X x x x x x x X X x - X x x x S nini�� 0 �} xxXX X X X -Xxxx x x x x- X X- x X x x x x X x �� LJ N T PLAT OF OTTER CREEK 13 10 I -/ 16 C O E x X x x X X x I �50X x IIx x x X - x X ,12 x x x x xxx 12 x X x x X Xxx -- x x x X X x x SII 19 �� Ix\ -X X x �X 21 _- I G x xxx /Xx -x- Xxxxx x x vxxxx X Xxxx -- `�' -- -- Xx XX -xX -- _ 3 /" 21 5 - _-- - -Oi I g22X/R--X------Lzl)4=-=----_--_ �., -- x X _ =-=0-= _ X x x x X x�x -=0� x JJ �� x S� X- - 5--_��OI O5 O 13 1- _ 22 10 -- 16 12 -- 21 _ � 13 0 0 o a16 16 x X- 50 -- 21 13 K-1 777j. 0 _ 50 23 - / 10` x x X ' 10 t _x 23 22 1 0 23 _ - >'o Xxx x o : d o o �t 0 10 3o O ��� d �Q \ o X X '� �, o p v _ p h O o O / 24 O16 \ 13 10 L-288.40' s s\ 24 14 co II N 40053'16" W =cfl a I O 14 - -cfl _ _ 23 O =933.6 co 6 DIP WM I =932. 0910% 1 4 of15 N o - 2 15 16" DIP WM L14 - 24 15 I 40 RIM 1934.20 15 I 00% I I O I I O I O O " DIF 1 - �O I O < O °p < _1 n < < < < < < < 8" PVC SAN SDR 26 15 - I 8'- PVC SAN SDR 26 - I CHELSEA ROAD W. RIM=935.0 =933.6 I E=932.8 RIM=935.1 / c - - - - - - - - - - - - -.. « cu S< �< FM __ . C<FM -< FM - - _ . - FM - - FM - .. - FM - _. FM FM FM FM FM FM BUILDING USES 0 40 80 120 GRAPHIC SCALE IN FEET EXISTING IMPERVIOUS AREA: 0.00 SF (includes existing building, existing pavement areas, and existing outdoor storage area) NEW IMPERVIOUS AREA: 421,688 SF (building and pavement areas) 1 PER 1,250 SF TOTAL IMPERVIOUS AREA: 421,688 SF TOTAL PERCENT IMPERVIOUS AREA: 92.1% (% of lot area; 421688/457,778) N 0 TOTAL PERVIOUS AREA: 36,090 SF (landscape, turf areas) 1/300 = PERCENT PERVIOUS AREA: 7.9 % (% of lot area; 36,090/457,778) 21,000 SF x DISTURBANCE AREA: 457,778 SF INDOOR 10.51 AC OFFICE: = 7,000 SF STORAGE: = 21,000 SF SERVICE BAYS: = 18,700 SF SERVICE BAYS: = 8.800 SF FUTURE EXPANSION TOTAL = 55,500 SF PARKING DATA REQUIRED PARKING STALLS PER CHAPTER 4 SECTION 4.8 SCHEDULE OFFICE: 1 PER 300 SF SERVICE 105 STALLS INVENTORY 144 INDOOR STORAGE/WAREHOUSING/VEHICLE REPAIR: 1 PER 1,250 SF OUTDOOR SALES DISPLAY OR STORAGE: 1 PER 1,000 SF PROPOSED USES AND REQUIRED PARKING: N 0 OFFICE: a Z 7,000 SF x 1/300 = 23 STALLS INDOOR STORAGE: 21,000 SF x 1/1,250 = 17 STALLS INDOOR VEHICLE REPAIR: 27,500 SF x 1/1,250 = 22 STALLS (INCL FUTURE) OUTDOOR SALES DISPLAY 57,600 SF x 1/1,000 = 58 STALLS (INVENTORY) OUTDOOR SERVICE STAGING:42,000 SF x 1/1,000 = 42 STALLS TOTAL REQUIRED = 162 STALLS PROVIDED PARKING CUSTOMER 26 STALLS (INCLUDES 4 HC STALLS) EMPLOYEE 28 STALLS SERVICE 105 STALLS INVENTORY 144 STALLS TOTAL= 303 STALLS SETBACKS: LOCATION: BUILDING FRON T 30' INTERIOR SIDE YARD 10' REAR YARD 30' STREET SIDE 20' EXISTING PROPERTY DESCRIPTION LOT 3, BLOCK, 1, OTTER CREEK CROSSING 5TH ADDITION, AND OUTLOT A, OTTER CREEK CROSSING 6TH ADDITION, WRIGHT COUNTY, MINNESOTA. PROPOSED PROPERTY DESCRIPTION LOT 1, BLOCK 1, NUSS TRUCK AND EQUIPMENT ADDITION, WRIGHT COUNTY, MINNESOTA. PROJECT LOCATION SE 1/4 of the NW 1/4 SECTION 10 TOWNSHIP 121, RANGE 25, WRIGHT COUNTY, MINNESOTA. SURVEY DATA SURVEY INFORMATION PROVIDED BY: MEYER ROHLIN LAND SERVICES 708 1st AVENUE NE BUFFALO, MN 55313 DATED: NOVEMBER 25, 2020 BENCHMARK: TOP NUT OF HYDRANT ® NEAR SOUTHWEST CORNER OF LOT 3 BLK 1 OTTER CREEK 5TH ADD. ELEV.=937.25. INDEX OF CIVIL SITE DRAWINGS: CO PROJECT LOCATION PLAN C1 SITE PLAN, PUD DEVELOPMENT PLAN C2 GRADING AND DRAINAGE PLAN C3 SANITARY SEWER & WATER PLAN C4 STORM SEWER PLAN C5 SWPPP C6 EXISTING CONDITIONS & REMOVAL PLAN C7 -C8 DETAILS CLIENT: NUSS TRUCK & EQUIPMENT 2195 West County Road C-2 Roseville, Mn 55113 Phil Watkins pwatkins@nussgrp.com 651-633-4810 I - Z r o00 °a � � Uj o 3 �•y m N V LU N 0 L a Z 0 WA + No) (n c0 N a W cc (L W °d !w to C 40 a F/LE N0. 00795 ' C S Z VO vo �o !a! "�'W iOx 10) aice W � !!C C C0 '1_1 CWtom'00 tj n v, a��� �"ra r '00°° cl Site Plan N r o00 °a � � N o 3 �•y m N m I L N + No) (n c0 N ° :'6 Q W I Loo E p y C O V F/LE N0. 00795 ' 2') -6 �o "�'W iOx 10) aice '1_1 CWtom'00 tj n ti�IW�0c3 a��� �"ra r '00°° �..v>ta o IZ Ll V U N q)Q)° m ° O o v`4i 3 4 O Qi Q Q, •o o v) p° a 3 Z cl Site Plan N � � � N m m N m O Q W O O O V F/LE N0. 00795 cl Site Plan GENERAL GRADING NOTES: 1. Specifications applicable for this project: Current standard specifications for City of Monticello, MN, and the latest Minnesota Department of Transportation Specifications for Highway Construction and all NPDES requirements except where modified by these contract documents. 2. OSHA requirements shall be followed for all work on this project. 3. The Contractor shall notify "Gopher State One Call" 48 hours prior to any excavation (1-800-252-1166.) 4. The Grading Contractor shall verify all locations and elevations of underground utilities with utility companies prior to any construction, and immediately notify the Engineer of any conflicts. 5. Erosion Control shall be constructed, as applicable, as sequenced below: A. Silt Fence. B. Rock Construction Entrance. C. Demolition D. Common excavation (grading). E. Seed and mulch or sod (See notes on Landscape plan). 6. Final Plat shall govern for easements and lot dimensions. 7. Any erosion control items necessary to protect adjacent properties shall be constructed by the Grading Contractor. 8. Erosion control maintenance shall be performed by the Grading Contractor, and removed as per the Contract Documents or as directed by the Engineer, followed by all necessary restoration of disturbed area. This work shall be incidental to the grading contract. 9. The Grading Contractor shall schedule the soils engineer to facilitate certification of all controlled fills in a timely fashion. Density tests shall meet the following: A. Within the upper 3' of streets, the Grading Contractor shall utilize approved soils that are within 1% of the optimum moisture content as defined by the Standard Proctor Test -ASTM: D-698 with compaction meeting 100% Standard Proctor Density and not exceeding this compaction by more than 1%. Below the upper 3', compaction shall meet 95% Standard Proctor Density, and be within 3% of the optimum moisture content. Grading tolerances shall be 0.1'. B. Grading tolerances for the remainder of the site shall be 0.25'. INTER S TA TE /94 L5� 0, --936 �- oh � - - _ -_ _ - 1 I \ \ lb oo I I II II Z06"I 93,2o 10 6 �o 6' h� 96� os _ - 937.20 I\I\ I 937.80 ® o)� 93780 - -937.20 I � n 10. All areas of unsuitable soils found in the pad described above that cannot be corrected shall be located in the field by the Grading Contractor. The Grading Contractor shall immediately notify the Engineer of these areas and provide information as to their size and location. 11. The Grading contractor shall provide positive drainage on the site at all times. 12. The Grading Contractor shall keep public streets and travel ways clear of soil and debris. Daily cleaning at the construction entrance shall be performed, especially at the end of each day's work. 13. All silt fence shall be removed at project completion. 14. All proposed elevations are at curb flow line or finished bituminous surface unless otherwise noted. 15. All erosion control best management practices shall be per City standards. °4<D g36 Oho I ♦I I A A A 0 OR III \ 939.36 h.5 %k« 9g8p0 z�39< 939 Oro � I � I � C �� i 1 III I I 19� M I I I II 10� 939.80 0) III o a - �I I ----- 1.00 <<< - 939.61 I'oit II I �� I , «< I �) 0 �o Z2,2 -A/ I I 0- I �.o� «< II 0) I Nb FUTURE g�b ' III ,19��' � 2.28% »> � I I I BLDG B I FF = (EXPANSION V BLOCK DO K III 9 I I I 18, 800 S F T 1 C LO � I III o \ _ 0�0 \ o� gig. �6ti 9y • 9�o III I I o� 010,9 <<< I o- 00 III 2.28% »> I II I II g; .ko ►i I I \ I I I I No I I I• I ' 937.80 934937.20 ob 50 b X0 N ► / I i / 937.80 I I I ° 93 ® I� I V1 I ® �o �; o N I ��o- 935 C •I I 9 v of o �o rn i 937 938 936 A A A b\ O I ZZ Ask o 7 ic�13'I N rn I / �J 6.90 IQ: I �6' 46' /g CIN� � I / II I I ~ot �\\ /I ,• 249% ,,, I pN0 38 t 1 g�� �$1� 2409 9 _ \ 937.22J4 93_8.80 / I 0 9,38 938.70 ► / TW 941.30 TW 941.30 ABW 937.30 BW 937.30 �- V 935.50 >Vc��' I d V 3% L I 9��• °c° � � 93 7 p0 936- 935 SII • _ - - - - - h��, . _�� �• _ . - . -`., _��� � , . ter.. •' _,w -- �,�_ � -1[oo 16" DIP WM J1 RIM • + , v 9V 91 01 /I ✓� JJ / V J►► CY 933 1 9�h' w Oro. V - - _ - - - - - - - - - - I -� -- o� 934I� I ao g35 yy < < < < < 11 1 1 r- 1 r- A C) n A r-\ I AA RIM=935.0 o� \ 0 1',�' DIP WM \I 8" PVC SAN SDR 26/ 935 RIM= FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM 0 40 80 720 GRAPHIC SCALE IN FEET CLIENT: NUSS TRUCK & EQUIPMENT 2195 West County Road C-2 Roseville, Mn 55113 Phil Watkins pwatkins@nussgrp.com 651-633-4810 LEGEND: A rrr . A 908 Existing Contours ti� M C) � N A A A 0 OR III \ 939.36 h.5 %k« 9g8p0 z�39< 939 Oro � I � I � C �� i 1 III I I 19� M I I I II 10� 939.80 0) III o a - �I I ----- 1.00 <<< - 939.61 I'oit II I �� I , «< I �) 0 �o Z2,2 -A/ I I 0- I �.o� «< II 0) I Nb FUTURE g�b ' III ,19��' � 2.28% »> � I I I BLDG B I FF = (EXPANSION V BLOCK DO K III 9 I I I 18, 800 S F T 1 C LO � I III o \ _ 0�0 \ o� gig. �6ti 9y • 9�o III I I o� 010,9 <<< I o- 00 III 2.28% »> I II I II g; .ko ►i I I \ I I I I No I I I• I ' 937.80 934937.20 ob 50 b X0 N ► / I i / 937.80 I I I ° 93 ® I� I V1 I ® �o �; o N I ��o- 935 C •I I 9 v of o �o rn i 937 938 936 A A A b\ O I ZZ Ask o 7 ic�13'I N rn I / �J 6.90 IQ: I �6' 46' /g CIN� � I / II I I ~ot �\\ /I ,• 249% ,,, I pN0 38 t 1 g�� �$1� 2409 9 _ \ 937.22J4 93_8.80 / I 0 9,38 938.70 ► / TW 941.30 TW 941.30 ABW 937.30 BW 937.30 �- V 935.50 >Vc��' I d V 3% L I 9��• °c° � � 93 7 p0 936- 935 SII • _ - - - - - h��, . _�� �• _ . - . -`., _��� � , . ter.. •' _,w -- �,�_ � -1[oo 16" DIP WM J1 RIM • + , v 9V 91 01 /I ✓� JJ / V J►► CY 933 1 9�h' w Oro. V - - _ - - - - - - - - - - I -� -- o� 934I� I ao g35 yy < < < < < 11 1 1 r- 1 r- A C) n A r-\ I AA RIM=935.0 o� \ 0 1',�' DIP WM \I 8" PVC SAN SDR 26/ 935 RIM= FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM 0 40 80 720 GRAPHIC SCALE IN FEET CLIENT: NUSS TRUCK & EQUIPMENT 2195 West County Road C-2 Roseville, Mn 55113 Phil Watkins pwatkins@nussgrp.com 651-633-4810 LEGEND: 908 Existing Contours 00L44 C) >> Existing Storm Sewer z V I+ L LU N NO) (� (0 N "908'0 Existing Spot Elevation � O 1 04 �" I p Lo O E m O �V m U N Lo aLO gOg Proposed Contours a ? M z "Almm°(> I Q) ®® Proposed Storm Sewer a W J oa' 1Z a c a X 943.50 Proposed Spot Elevation W a O W 2.40 <<< Flow Direction ~CIO 0 off W c c Z Overflow Route U) 2 . C LU 1 a: C (� v o o V� 0 CL �o o) 0 as SURVEY DATA p° CO c z SURVEY INFORMATION PROVIDED BY: W C Q MEYER ROHLIN LAND SERVICES 708 1st AVENUE NE ♦w co a BUFFALO, MN 55313 co DATED: NOVEMBER 25, 2020 BENCHMARK: z TOP NUT OF HYDRANT ® NEAR SOUTHWEST CORNER OF LOT 3 BLK 1 OTTER CREEK 5TH ADD. ELEV.=937.25. a 00L44 C) C) V I+ L N NO) (� (0 N c" ai C � O 1 04 �" I p Lo O E m O m U 44~ Lo aLO o (3d Bio 2 �� c--6 I ° :iV)o SOX "Almm°(> I Q) ��� oa' 1Z a c 4j� 42 L' ti pc3 00� � U) 0 C m v o o coo a� p° FILE NO. 00795 INDEX OF CIVIL SITE DRAWINGS: CO PROJECT LOCATION PLAN C1 SITE PLAN, PUD DEVELOPMENT PLAN C2 GRADING AND DRAINAGE PLAN C3 SANITARY SEWER & WATER PLAN C2 C4 STORM SEWER PLAN C5 SWPPP C6 EXISTING CONDITIONS & REMOVAL PLAN C7 -C8 DETAILS Grading & Drainage Plan N C) C) C) � O O m O m U FILE NO. 00795 INDEX OF CIVIL SITE DRAWINGS: CO PROJECT LOCATION PLAN C1 SITE PLAN, PUD DEVELOPMENT PLAN C2 GRADING AND DRAINAGE PLAN C3 SANITARY SEWER & WATER PLAN C2 C4 STORM SEWER PLAN C5 SWPPP C6 EXISTING CONDITIONS & REMOVAL PLAN C7 -C8 DETAILS Grading & Drainage Plan GENERAL UTILITY NOTES Existing Contours >> Existing Storm Sewer 1. Specifications applicable for this project: Current standard specifications for the City of Monticello, MN and 11. The Contractor shall keep access roads clear of soil or other debris, and perform daily street cleaning as 18. The contractor shall coordinate schedule with adjacent property owners to minimize disturbance a � all Minnesota Department of Health and MPCA requirements except where modified by these contract Trees required by the NPDES permit. Positive drainage, controlled with erosion control and erosion prevention Existing for water shut down and temporary closure of access if necessary. �� documents. Proposed measures as required by the NPDES permit shall be performed. Inlet protection shall be installed 19. The contractor shall be responsible for coordinating with utility companies for power pole and/or 2. OSHA requirements shall be followed for all work on this project. Proposed within 48 hours after inlet construction. Unless specified on the plans or as a bid item on the Bid Form, ►► line relocation required. 3. The Contractor shall notify "Gopher State One Call" prior to any excavation (651-454-0002 or Proposed any temporary culverts, ditches, filter fabric, etc. necessary to accomplish this shall be performed as 20. The contractor shall provide all necessary traffic control. 1 -800-252-1166 out state.) incidental to the Contract. 21. The contractor shall be responsible for all grading and restoration required to restore surfaces 4. The Contractor shall verify all locations and elevations of underground utilities with utility companies prior to 12. The Contractor shall preserve and protect the markers and monuments set for the subdivision of the land. to like kind existing condition. any construction (storm sewer, sanitary sewer, water, natural gas, telephone, electric, etc.), and immediately 13. The Contractor shall schedule the soils engineer to facilitate 22. Existing curb and pavement damaged or impacted on adjacent property shall be restored with notify the Engineer of any conflicts. certification of all controlled fills in a timely fashion. Density tests in-kind materials and section. All match lines are to be saw cut. 5. The Contractor shall protect all existing utilities and facilities to allow proper functioning during and after shall meet the following: 23. The contractor shall obtain a UtilityExcavation Permit from the Cit Public Works Department y p construction. Any required supporting structures shall be supplied by the Contractor as work incidental to the A. Densitytests shall be taken on all trenches at locations as determined b the Engineer or his Y 9 prior to commencement of utility connections. contract. representative. 24. Cit will not be responsible for costs incurred that are associated with variations in the utility Y P Y 6. The contractor shall immediately notify the Engineer of any conflicts between existing utilities, and the B. Within the upper 3 of streets, private drives and parking lots, Contractor shall utilize approved soils that as -built elevations. These elevations are to be field verified prior to construction. proposed construction. The Engineer will coordinate with the Utility Company in question to determine the are within 1% optimum moisture content as defined by the Standard Proctor Test -ASTM: D-698 with 100% 25. City will maintain sanitary sewer mainline and watermain system within the site. Property need for relocation of the existing utility. Standard Proctor Density and not exceeding compaction by more than 1%. Below the upper 3', compaction owners will be responsible for maintenance of storm sewer system. 7. Existing conditions such as sand in manholes or valve boxes shall be identified by the Contractor and these shall meet 95%. Grading tolerances shall be 0.1'. 26. Installation of fire suppression systems in buildings to only be installed when deemed necessary shall be reported to the Engineer prior to excavation by the Contractor. Once construction has begun, all 14. The Owner shall pay for all testing of soils compaction. Any areas which fail to meet the above standards by building department based on building use and/or occupier activity. damage to underground utilities will be assumed to have been caused by the Contractor, any repairs shall be corrected and re -tested by the Owner's testing agent at the Contractor's expense. 27. PVC pipe shall be ASTM D1785, ASTM D2241, or AWWA C900. necessary shall be performed by the Contractor at the Contractor's expense. 15. All water main shall be installed with a minimum of 7.5 feet of cover. 28. PE pipe shall be AWWA C901. 8. Final Plat shall govern for easements. 16. Contractor shall provide temporary traffic control in compliance with MN/DOT "Temporary Traffic Control 29. Watermain and service line installation to comply with the requirements of Section 2611 of the 9. The Contractor shall coordinate with the local jurisdiction to obtain permits and meter for water source. All Zone Layouts Field Manual" most recent version for construction adjacent to travel ways. City Engineers Association of Minnesota (CEAM), 2018 specifications or current edition. associated costs shall be incidental to the Contract, including disposal of test water into City's sanitary 17. Contractor shall be responsible for verification of the depth of existing stubs listed on this plan prior to 30. Tracer wire to be installed in accordance with Appendix D of the City of Monticello, MN General sewer system. The Contractor shall not operate gate valves or hydrants on the City's water supply system. the ordering of any fittings, structures, castings, etc. Engineer, Owner or City shall not be responsible for Specifications, revised July 2019 or latest edition. 10. The Contractor shall notify the City Engineer and the Project Engineer 48 hours prior to starting work or as any discrepancies found as depths are estimated. required by the local jurisdiction or be subject to being shut down. 34 - =ZZ:::�:93 -�- - r I \ \ 61 I II II I \\ III I I \ I I I 1 i'01,\ I I I I\\ I I I I 11 111 \ \ II I I 11 111 qGE AND Y EASEMENT AS< v ON THE PLAT ITER CREEK SING 6TH ION I III11 I I I► I II II I III � I I � III I D AGE ND U Y EA MENTI I I I IA OWN THE P OF OTT R I I C E CROSSI G I 1 I I 5 DDITION 0' I 1 �9 III I I I N1 I o l I I III I II I II II I III I II II I III I II I III I .II I illl I III 6 I I 16 61 II I 1II11 II 1 I 11 I II I I NO I I I I 01 III I II I� II 37' All til I I / I � 1 I ►► _ -- II y 935 INTZ7RSTATE /94 712.851- �,0^ I s I g35 V_� T71 T7 -7T77939 937 / / T 9,38 ►\ D AINAGE AND TILITY=- �' E SEMENT AS HOWN ON \ T E PLAT OF 0 TER DDITIONREEK ROSSIN 5TH \ � J r7 -590 / ®/ \ ^ 'R V ® \ V FUTURE BUILDING / �' a - 00 BLDG BLOCK FFE=939.8 \ i a • I EXPANSION ® DOCK=935.8 L 1 8,800 SF LOT I \ f00T WIDE RMANENT DRAINAG \ 1 \ \ SEMENT AS D SCRIBED IN DOCUM T NO. \ �Y0587 (DOCUM NT IS AMBIGUOUS \ \ \ GRAPHICAL EXHI T RECORDED WITH OC. NO/ mw \ 940587 SHOWS SEMENT IN A DIFF rn / \ V \ I I LOCATION) V� IE_ -931.3 8" RSV 00 6, _ 8"X6" TEE I I o / L- - 934 I I I I I I 0I N Ln N ►► I COD I II W \ -9 936 -935 9 -- - - HYDRANT #1 ® 1 v 1 1 - 6" GATE VALVE 938 \ I � I 44 AND RISER 75 LF -6" �DIP WM 938 r 125 LF -8" PVC V \ \ \ I / 1 SDR 26 @ 8.98% ® --138 LF -8" DIP WM 45 ►►� J \ 937 MH -1 I ° - 48"0 PRECAST C14 ll /I CASTING R -1642-A 9 RE=956.25 V ate, IE(NE=920.07 (8" IN) a, DI AIN UTILITY FAS 930 31 IE(SW)=919.57 (8" OUT) 93 - S 0 ON PLA -lj(o QTT R CREEK I - ----- _CONNECT TO EXISTING 8" DIP WM - - \ - - - - - - -i 14 LF -8" PVC REMOVE &SALVAGE 8" PLUG SDR 26 @ 0.40% - •3,5 �v -0 9APA \. CONNECT TO EX 8 PVC SAN REMOVE 8" V) 00 935 16 DIP WM `I I PLUG &SALVAGE I I I \� a36 �� I I 00 RIM 934.2 16 DAF WM < < EX IE=919.52 < < < < < < < - 9g5 �\ < < - 934< -- < B" PVC SAN SDR 26 CHELSEA ROAD W. FIELD VERIFY RIM=935.0 8" PVC SAN SDR 26 RIM= / g35 FL=9 RI - 35.1 - « FM=-< ^ �< FM I «FM= __FM - FM= =FM- _FM_ =FM_ =FM_ =FM_ =FM_ =FM_ - FM _ FM FM M FM FM FM F FM FM FM FM FM FM FM 0 60 720 780 GRAPHIC SCALE IN FEET LEGEND: - _908- - Existing Contours >> Existing Storm Sewer Existing Water Main > Existing Sanitary Sewer a � Existing Trees a W Existing Bndy Line �� ► Proposed Sanitary Sewer �� c Proposed Water Main N Proposed Gate Valve ►► Proposed Storm Sewer Proposed Fire Hydrant SURVEY DATA SURVEY INFORMATION PROVIDED BY: MEYER ROHLIN LAND SERVICES 708 1st AVENUE NE BUFFALO, MN 55313 DATED: NOVEMBER 25, 2020 BENCHMARK: TOP NUT OF HYDRANT ® NEAR SOUTHWEST CORNER OF LOT 3 BILK 1 OTTER CREEK 5TH ADD. ELEV.=937.25. INDEX OF CIVIL SITE DRAWINGS: CO PROJECT LOCATION PLAN C1 SITE PLAN, PUD DEVELOPMENT PLAN C2 GRADING AND DRAINAGE PLAN C3 SANITARY SEWER & WATER PLAN C4 STORM SEWER PLAN C5 SWPPP C6 EXISTING CONDITIONS & REMOVAL PLAN C7 -C8 DETAILS CLIENT: NUSS TRUCK & EQUIPMENT 2195 West County Road C-2 Roseville, Mn 55113 Phil Watkins pwatkins@nussgrp.com 651-633-4810 I• Z C) UJ � m Z Q J a � W 7 cc a W �a LU W� �� Q 06 LU �� c 3 as FILE N0. 00795 W .c W 0) m I• !a � C a co C0 co Q C3 Sanitary Sewer & Water Plan N C) � m m N m Q ULJ O Q O V FILE N0. 00795 C3 Sanitary Sewer & Water Plan GENERAL_ UTILITY NOTES Existing Contours >> Existing 1. Specifications applicable for this project: Current standard specifications for the City of Monticello, MN 11. The Contractor shall keep access roads clear of soil or other debris, and perform daily street 18. Castings shall be Neenah or equivalent. Sanitary Sewer and all Minnesota Department of Health and MPCA requirements except where modified by these Existing cleaning as required by the NPDES permit. Positive drainage, controlled with erosion control and 19. The contractor shall be responsible for coordinating with utility companies for power pole and/or line Bndy Line contract documents. Proposed erosion prevention measures as required by the NPDES permit shall be performed. Inlet protection I relocation required. 2. OSHA requirements shall be followed for all work on this project. Proposed shall be installed within 48 hours after inlet construction. Unless specified on the plans or as a 20. The contractor shall provide all necessary traffic control. 3. The Contractor shall notify "Gopher State One Call" prior to any excavation (651-454-0002 or Proposed bid item on the Bid Form, any temporary culverts, ditches, filter fabric, etc. necessary to accomplish 21. The contractor shall be responsible for all grading and restoration required to restore surfaces to like cc 1-800-252-1166 out state.) this shall be performed as incidental to the Contract. kind existing condition. 4. The Contractor shall verify all locations and elevations of underground utilities with utility companies 12. The Contractor shall preserve and protect the markers and monuments set for the subdivision of the 22. Existing curb and pavement damaged or impacted on adjacent property shall be restored with in-kind prior to any construction (storm sewer, sanitary sewer, water, natural gas, telephone, electric, etc.), land. materials and section. All match lines are to be saw cut. and immediately notify the Engineer of any conflicts. 13. The Contractor shall schedule the soils engineer to facilitate 23. Pipe lengths shown are measured center of structure to center of structure. p g 5. The Contractor shall protect all existing utilities and facilities to allow proper functioning during and certification of all controlled fills in a timely fashion. Density tests shall meet the following: 24. The contractor shall obtain a Utility Excavation Permit from the Cit Public Works Department prior to y y p after construction. Any required supporting structures shall be supplied by the Contractor as work A. Density tests shall be taken on all trenches at locations as determined by the Engineer or his commencement of utility connections. incidental to the contract. representative. 25. PVC pipe crossing over watermain pipe shall be ASTM D 1785, ASTM D 2241, or AWWA C900. 6. The contractor shall immediately notify the Engineer of any conflicts between existing utilities, and the B. Within the upper 3' of streets, private drives and parking lots, Contractor shall utilize approved soils 26. Contractor or owner to provide an as -built utility plan once construction is complete. proposed construction. The Engineer will coordinate with the Utility Company in question to determine that are within 1% optimum moisture content as defined by the Standard Proctor Test -ASTM: D-698 the need for relocation of the existing utility. with 100% Standard Proctor Density and not exceeding compaction by more than 1 %. Below the 7. Existing conditions such as sand in manholes or valve boxes shall be identified by the Contractor and upper 3', compaction shall meet 95%. Grading tolerances shall be 0.1'. these shall be reported to the Engineer prior to excavation by the Contractor. Once construction has 14. The Owner shall pay for all testing of soils compaction. Any areas which fail to meet the above begun, all damage to underground utilities will be assumed to have been caused by the Contractor, standards shall be corrected and re -tested by the Owner's testing agent at the Contractor's expense. any repairs necessary shall be performed by the Contractor at the Contractor's expense. 15. Contractor shall provide temporary traffic control in compliance with MN/DOT "Temporary Traffic Control 8. Final Plat shall govern for easements. Zone Layouts Field Manual" most recent version for construction adjacent to travel ways. 9. The Contractor shall coordinate with the local jurisdiction to obtain permits and meter for water 16. Contractor shall be responsible for verification of the depth of existing stubs listed on this plan prior source. All associated costs shall be incidental to the Contract, including disposal of test water to the ordering of any fittings, structures, castings, etc. Engineer, Owner or City shall not be into City's sanitary sewer system. The Contractor shall not operate gate valves or hydrants on the responsible for any discrepancies found as depths are estimated. City's water supply system. 17. All manhole castings in pavement shall be sumped 0.05'. All catch basin castings in curb shall be 10. The Contractor shall notify the City Engineer and the Project Engineer 48 hours prior to starting work sumped 0.10'. Rim elevations on plan reflect sumped elevations. or as required by the local jurisdiction or be subject to being shut down. 934 '�g�60'I 6c K 11 -9136 i eoti . , IN TERt 5 TA TE 7 /94 CB -36-- o�'h _ ��' I 179 LF 12" RCP I , 6 I °' o ° _ 100 LF 12" RCP CI X6.90 CBMH-25 200 LF 18" RCP ® 0.40% I 2'x3' PRECAST I C� 0.42% - - �� � I CBMH-35 48 DIA. PRECAST @ 0.259' 6' RE=935.55 (R-3067) 1 I IE(SE)=932.65 (12" OUT) , �o 0932° I 48" DIA. PRECAST I I RE=935.70 (R-3067) CBMH-26 CB -27 , g gg�• o �� RE=935.30 (R-3067) I 6k° IE(SE)=931.50 (1IN) 48 DIA. PRECAST \ 2x3 PRECAST / IE(NW)=931.90 (12 IN) ger I IE(SW)-931.50 (18�8 OUT) RE=935.70 (R-3067) `837 RE=935.70 (R-3067) - �o IE(SW)=931.90 (15 OUT) I I IE(SE)=932.30 (12" IN) IE(NW)=932.70 (12" OUT) "� '" °`� I tig6°° +' 937.20 115 LF 15" RCP I I IE(NW)=932.00 (18" OUT) CB -20 182 LF 18 RCP j 2x3 PRECAST °� I I MH -28 RE=935.30 R 3067 I I - - ® 0.43% I ,^ C� 0.58% ( ) I I o 937.80 - =837.20 0) » 60 LF 12 RCP IE(NW)=932.30 (15 OUT) CR 39 rn 93780 1 I 48 DIA. PRECAST @ 0.50% I / CBMH-34 RE=938.60 (R-1733) I 2'x3' PRECAST `a I I MH -24 o / 48 DIA. PRECAST 0, �0 1 48" DIA. PRECAST IE(SW)=934.10 (8 IN) 123 LF 15" RCP RE=935.65 (R-3067) X I II RE=935.35 R-2573) 9�IE(W)=933.50 (8" IN IE(SW)=932.65 (12" OUT ( I I j RE=939.55 (R-1733) IE(NE)=931.40 (1,5" IN) I ,CO 835 IE(SW)=934.60 (6" IN) IE(SE)=933.40 (12" OUT) / �6 ®0 28% IE(SW)=931.40 (18 OUT) I °> IE(NW)=934.20 (12" OUT) / 9�$6 i° 15b� ~ II I II I I�9�� \ I N g�� 9 N 939.36 D AINAGE AND TILITY � MH -23 939 I/ 938.,80 \ E SEMENT AS SHOWN ON y69 III g� I 112 LF 18" RCP 48" DIA. PRECAST 9�° 91° I 91° \938 T REEK CROSSIN E PLAT OF 0 T 5�H a�6 0� o I I I @ 0.40% i 1 0,"' i » 9�� - - 9� - J 9� g ° - I RE=939.29 //R-1733 174 LF 12 HDPE . - 9,38 DDITION 160 LF 12" RCP I I I II �gy6 IE(SE)=933.30 (12" IN) I �� ®0.52% 839,80 6 �938go 87p MH -19 @ 0.41% I I I I IE(NE)=930.45 (18" IN) 9yg' 939.80 5 9 I � ►II i' 48" DIA. PRECAST I I IE SW)=930.25 (21" OUT) DU Y EA 11) MENTA 1 I I CBMH-33 I ( 6o ROOF DRAIN .�� RE=938.41 (R-1733) I A OWN THE I 48 DIA. PRECAST I F- - - - - - - C3 IE=934.80 "'° IE(NW)=933.10 (12" IN) P OF OTT R �I I RE=935.35 R-2573 130 LF 21" RCP 939.61 / 61 LF 8" SCH40 ROOF DRAIN 9h IE(SE)=931.95 (15" IN) C E CROSSI G I I IE(NE)=930.95 (18" IN) PVC @ 2.13% 4 9�� IE(SW)=931.95 (15 OUT) 5 DDITION I I I I ®0.31 % j, 6" INSERTA TEE OR IE=934.80 I I IE(SW)=930.75 (21" OUT) o 35 LF 8" SCH40 4 � I I �� ��. NOTE: CONTRACTOR TO EQUAL WITH 10 LF 6 ° 4 PVC @ 2.00% 9 6 I II / 9 CONFIRM ROOF DRAIN SCH40 PVC C�? MINIMUM 9 gbh �96�o NI I I II �° I COLLECTION: INCORPORATE FUTURE 2.00% IE=934.80 CB -15 4 00 �9. 9� o of I 9�$' �- r` I BENDS AND FITTINGS AS BLDG (QTY. 6) BUILDING 27" DIA. PRECAST I�gS 1 FFE-939.8 RE=935.65 (R-2573) 4 0� 1 �- a? I NECESSARY; CONFIRM IEXPANSION = DOCK -935.8 4 �Mi I CBMH-38 1 9 I II 114 LF 21" RCP _ LOCATIONS WITH ROOF PLAN U8,800 SF IE(SW)=931.90 (12 OUT) ] , 48" DIA. PRECAST I II ® 0.44% a ROOF DRAIN T dao 60T WIDE RMANENT DRAINAG ROOF DRAIN IE=934.80 � / 220 LF 15" RCP RE=935.65 (R-3067) I EASEMENT AS D SCRIBED IN DOCUM T N0. » \ 940587 DOCUM NT IS AMBIGUOUS � 10 LF 6 SCH40 PVC 44 LF 8" SCH40 � ® 0.30% IE(NE)=932.00 (12" IN) I � - "I 6• � ®2.00% IE(SW)=931.80 (15" OUT) I II CBMH-32 °�� GRAPHICAL EXHI T RECORDED WITH OC. N0� rn PVC ® 10.00% I / 940587 SHOWS SEMENT IN A DIFF1 IE=934.80 (QTY. 2) °�o \ \ \ ROOF DRAIN MH -16 I II 48" DIA. PRECAST LOCATION) 1I I I °�' IE=934.80 I I I I I RE=935.35 (R-2573) / - - I- oti 60 „ 48" DIA. PRECAST ° I 1 I I IE(NE)=930.25 (21" IN) 0 9 9 9' 40 LF 8 SCH40 _ "� "� RE=938.10 (R-1733) oti9,0- C)I 1 PVC ®10.50% IE(S)=931.50 15" IN 9� 1 I 1 I I IE(SW)=930.05 (24" OUT) a� MH -21 �; 0938.80( ) 93 0 1P-9,38.70 160 LF 15" RCP I I I I 48" DIA. PRECAST �� MH -22 980 .. ••• p� ,:.,'9�g- IE(NE)=931.30 (15 IN) _ 1 I 48 DIA. PRECAST o IE(NW)=931.30 18" OUT ® 0.44% I �o co k°- RE=938.97 (R-1733) RE=939.55 R-1733 y5� 939.10= "' - - �/ ( ) 16 61 I 9��. - o,� 9�- IE(SE)=933.30 12" IN 9 9 ( ) o o�0 938.70 I ( ) IE(NE)=934.60 (6" IN) y I CB -18 II DRAINAGE AND \R I I I CBMH-31 I IE(NE)=929.85 (21" IN) 1 174 LF 12" IE(NW)=934.20 (12" OUT) _ I_ X91 � $1� 2'x3' PRECAST UTILITY EASEMENT AS CBMH-37 �° 60" DIA. PRECAST SHOWN ON THE PLAT �� g�8' i I� - 1 1 IE(SW)=929.85 (21" OUT) HDPE C�➢ / 42 LF 12" RCP C�? 0 48% �- N RE=935.40 (R-3067) 1�1 s 48 DIA. PRECAST RE 934.10 R-3067 0.52% N 938.80 I C OTTER CREEK RE=935.65 (R-3067) I u- IE(NW)=930.30 (18" IN) I- 114 LF 24" RCP �� MH -14 9377-/8 �8" INSERTA / IE(W)=932.40 (15 OUT) CROSSING 6TH ADDITION I I II » @ 0.31 % 938 48" DIA. PRECAST TEE 0) / IE(NE)=931.10 (15 IN) IE(NE)=929.70 (24 IN) �- 8" INSERTA 124 LF 15 RCP IE(SE)=930.90 (18 OUT) I IE(SW)=929.70 (24 OUT) RE=937.05 (R-1733) 935.50 " 0 sol _ CB -12 = 146 LF 21 RCP IE(NE)=931.70 12" IN �� TEE 127 LF 18 �� C� 0.40% I 937.20 1 y6 I - 2x3 PRECAST �® 0.38%( ) = I SCH40 PVC ` �j 182 LF 18" RCP L-937.80--- . 9 IE SE -930.70 18" IN - » 8,5 RE -934.50 (R-3067) ( ) ( ) _ @ 0.47% �'I 102 LF 15 RCP ® 0.33% 937.80 937.20 1 I IE(SE)=931.00 (12" OUT) 5° o CBMH-11 IE(SW)=930.70 (18" OUT) CBMH-13 f g ® 0.39% N M 72 DIA. PRECAST / 60 DIA. PRECAST 9 ►►I I \I RE=935.50 (R-3067) 91 LF 18 RCP _ �5, 9 li I RE=935.50 (R 3067) I g37 ~°° 0) I -�o_ g35 / ko 67 LF IE(NW)=930.30 (12" IN) C� 0.44% IE(NE)=930.30 (18" IN) _I �� ,� I � � - 4 ��� IE(NE)=929.30 (21" IN) o N 1 0• 9 g -12 RCP _ 196 LF 21 RCP IE(NW)=930.10 (21 OUT) D AIN �, 9 ITY FA ,C) pill I I 9 IE(SE)=929.30 (21 IN) �`'= 0' I Ory �p�• � 1.04% E » 0 60 S 0 ON 9 r'L°A g QTT R CRS :K � � CSD 0.41 %' II 1 g36 - bo �°` ►► �, II' �`� y9 9� �h• IE(SW)=929.20 (28 SPAN OUT) o• X �y6•, �� ° �6. 9� - °� 'moo, g� g� - - - - - - - w �o 935 V h' I 93521--- Ma - -I ^°. g �h, 935.20 935 _ J _ _ 9 1g _ y �0 Ri . 0 x �� - j� > �. \ �`L ` _ ' : 935'\ > / y cgs \ 0� av CBMH-140 7 \\ 3.6 N o0 16 DIP WM 1 = 3 834 (n C/) 00 g35 60" DIA. PRECAST 1 DIP WM _936- � °�I o0 RIM 1934.2 I RE=935.40 (R-3067) 16 OIP WM < 8" PVC SAN SDR 26 I < 934 < < < < < IE(E)=932.00 (15" IN) 8" PVC SAN SDR 26 < RIM= 835 - RIM=935.0 IE(N)=932.00 (15 OUT) / 835 I _ CHELSEA ROAD W. *CONNECT TO EXISTING PIPE�3 .6 CONTRACTOR TO CONFIRM _ - - - - - _ - - - < �< -<FM CONNECT TO EXISTING PIPE F - FM= - FM= - FM= - FM= - FM= _FM_ - FM- - FM= - FM= - Fr EXISTING PIPE SIZE PRIOR TO FM - M - - F - FM - - FM - - FM - - FM - - FI - FM - - FM - - FM - - FM - _ ORDERING STRUCTURE AND PIPE*** ***CONTRACTOR TO CONFIRM _ <- M REMOVE EXISTING BULKHEAD EXISTING PIPE SIZE PRIOR TO V INSTALL 6 LF 24" RCP ORDERING STRUCTURE AND PIPE*** V REMOVE EXISTING 28" SPAN FES I n « FMS INSTALL 8 LF 28" SPAN RCP n ' FMi FM 4�'�h I v U T LO T D c I � o 0 40 80 120 GRAPHIC SCALE IN FEET LEGEND: _908- - Existing Contours >> Existing Storm Sewer Existing Water Main > Existing Sanitary Sewer �V Existing Trees Existing Bndy Line ► Proposed Sanitary Sewer I Proposed Water Main N Proposed Gate Valve ►► Proposed Storm Sewer _� m� Proposed Fire Hydrant SURVEY DATA SURVEY INFORMATION PROVIDED BY: MEYER ROHLIN LAND SERVICES 708 1st AVENUE NE BUFFALO, MN 55313 DATED: NOVEMBER 25, 2020 BENCHMARK: TOP NUT OF HYDRANT @ NEAR SOUTHWEST CORNER OF LOT 3 BLK 1 OTTER CREEK 5TH ADD. ELEV.=937.25. INDEX OF CIVIL SITE DRAWINGS: CO PROJECT LOCATION PLAN 01 SITE PLAN, PUD DEVELOPMENT PLAN C2 GRADING AND DRAINAGE PLAN C3 SANITARY SEWER & WATER PLAN C4 STORM SEWER PLAN C5 SWPPP C6 EXISTING CONDITIONS & REMOVAL PLAN C7 -C8 DETAILS CLIENT: NUSS TRUCK & EQUIPMENT 2195 West County Road C-2 Roseville, Mn 55113 Phil Watkins pwatkins@nussgrp.com 651-633-4810 mm Storm Sewer Plan C) Q, Z � UJ �V LY N tp _ 3 cc h cc Q LU O o CL ad LU c W LU _� m� W CL m cc I- 03 C W O co C0 co V Z mm Storm Sewer Plan C) Q, N � N m QQ � Q U W O O Q U FILE N0. 00795 mm Storm Sewer Plan SWPP NARRATIVE This comerial project construction will consist of site clearing, grading, utilities, and street construction. Construction is planned for 2021. First, perimeter silt fence and rock construction entrance shall be installed. Then site work shall commence. The contractor shall dispose all debris off-site within 24 hours. Then the site can be graded, utilities installed, building constructed, curbing and pavements installed, final grade tolerance, and landscape final stabilization. Once final grade is established and certified, the site shall be stabilized with seed and mulch or sod. Once vegetation is established, temporary erosion control measures shall be removed. POLLUTION PREVENTION NOTES Solid waste: collected sediment, asphalt and concrete millings, floating debris, paper, plastic, fabric, construction debris and other wastes must be disposed of properly off-site and must comply with MPCA requirements. Hazardous materials: oils, gasoline, paint, and any hazardous substance must be properly stored, including secondary containment, to prevent spills, leaks or other discharge. Restricted access to storage areas must be provided to prevent vandalism. Storage and disposal must be in compliance with MPCA regulations. External washing of trucks or other construction vehicles is not allowed on site. No engine degreasing is allowed on site. No concrete washouts are allowed on site. Concrete truck washout is not to be allowed on site unless washout waste is contained with no discharge to ground surface or site drainage facilities. Containment systems are to be located a minimum 50 feet away from drainage facilities and watercourses. Containment systems shall have an impermeable liner. Containment system shall be clearly marked with signage. All sanitary waste must be collected from portable toilet units on site by a licensed waste management contractor. The units must be secured and shall be maintained on a regular basis as needed to prevent overfilling. DESIGN CALCULATIONS Design calculations, including soil types are on file with: Civil Engineering Site Design SWPPP Designer: Scott Dahlke (Expires 2022) 34 - EROSION CONTROL MAINTENANCE SCHEDULE 1. Erosion control measures shall be inspected by the contractor's representative and maintained by the contractor every Friday and within 24 hours after any rainfall event larger than 1/2" until the project is completed. Maintenance requirements are as follows: silt fence - 1/3 height of fence or damaged, remove sediment and/or repair fence within 24 hours; rock entrance - refresh as necessary to conform to detail; inlet protection inserts - remove sediment after each rain event, clean or replace filter when clogged; surface water - drain and stabilize, within 7 days of discovery; and street sweeping - remove all sediment tracked onto paved surfaces within 24 hours or as directed by City Engineer. 2. Replacement - Fabric shall be replaced promptly when it decomposes or becomes ineffective before the barrier is no longer necessary. 3. Any sediment remaining in place after silt fence is no longer required shall be dressed to conform with the existing grade, prepared, and seeded with appropriate seed mix, as directed by the engineer. 4. Removal of the silt fence- Silt fences shall be removed when they have served their useful purpose, but not before the upward sloping area has been permanently stabilized. VEGETATION GROUND COVER SCHEDULE 1. Stabilization of all exposed soil areas must be initiated immediately but in no case completed later than seven (7) days after the construction activity in that portion of the site has temporarily or permanently ceased. Seeding and mulching shall conform to the latest NPDES requirements for installation schedule with regards to grading. 2. Permanent turf ground cover shall include all disturbed areas be covered with a minimum 6" topsoil and sodded or seeded as allowed by Township, or as proposed on Township approved landscape plan for the project. If not otherwise specified, turf seed to be MnDOT mix 25-141 applied at 59 lbs/ac and stormwater pond seed to be 33-261 applied at 35 Ib/ac in bottom of basin and up 3 feet from bottom. MnDOT Type 3 mulch shall be applied at 2 tons/ac and disc anchored in areas not covered by sod or erosion blanket. Seeding and mulching shall conform to the latest NPDES requirements for installation schedule with regards to grading. 3. Temporary ground cover to be MnDOT seed mix 22-111 shall be applied at 31 lbs/ac, or equivalent as approved by City. MnDOT Type 1 mulch shall be applied at 2 tons/ac and disc anchored in areas not covered by sod or erosion blanket. 4. Fertilizer for turf shall be MnDOT Type 3 22-5-10 and applied at 350 Ib/ac. Disc fertilizer into top 3" of soil. Fertilizer for stormwater pond shall be Type 4, 18-1-8 at 120 Ib/ac. Specification reference is MnDOT 2574. 5. Dormant seed mix shall be used after November 1 or when temperatures do not exceed 40• F, using same rates specified above. No seed shall be placed on snow or ice greater than 2" in depth. 6. Any seeded areas that do not become established with vegetation shall be re -seeded at Contractor's expense. 7. Erosion blanket shall be installed in seed areas with ground surface slopes of 4H:1V or steeper. IN TER S TA TE /94 EROSION CONTROL NOTES 1. All devices necessary to control erosion and sediment (I.E. perimeter silt fence, rock construction entrances, swales, ponds, berms, ETC.) shall be installed prior to any other construction operations. 2. After completion of final grading, exposed soils must be permanently stabilized within 7 days. Stabilization shall consist of disc -anchored seed & mulch, HECP with fiber reinforced matrix, erosion blanket with seed, or sod. 3. The site must be kept in a well drained condition at all times. The contractor shall be responsible for temporary ditches, or other means necessary to ensure proper drainage. The building pad must be provided with a positive outflow. This work shall be incidental to the grading contract. 4. Entering/exiting of the site shall occur only at rock construction entrance to reduce tracking of dirt onto paved streets. Sediment tracked onto streets during working hours must be reclaimed via street scraping and sweeping at the end of each working day. 5. Stormwater discharge pipe outlet energy dissipation shall be provided by rip -rap with size, quantity, and placement in accordance with City standards. Rip -rap installation shall be within 24 hours of pipe installation. 6. Install silt fence around all temporary inactive stockpiles which are not place within existing silt fence area or other perimeter erosion controls. 7. Stabilization of temporary or permanent drainage ditches that drain water from the construction site must be initiated within 24 hours of connecting the drainage ditch to any storm water conveyance system and must be completed using erosion blanket. 8. Sufficient personell, equipment, and materials shall be mobilized within 24 hours of written order (ie. email) by the owner or owners representative to conduct corrective work and install temporary erosion control work in the case of an emergency. EROSION CONTROL INSTALLATION SCHEDULE 1. Silt fence shall be installed or restored prior to any construction. Silt fence shall be located as shown to intercept runoff. The area located beyond the perimeter silt fence shall not be disturbed during construction. 2. Rock Construction Entrance shall be installed prior to grading operations. 3. All storm sewer inlets shall have inlet protection inserts installed. Inserts shall be "Road rain -Top Slab" or "Road Drain -Curb & Gutter" inlet protection devices as manufactured by WIMCO (or approved equal) and installed per manufacture's recommendations. 4. All erosion control installations shall remain in place and be maintained in good condition by the contractor until the site has been re -vegetated, at which time it shall be removed by the contractor. For proposed paved surface areas, the contractor may remove necessary silt fencing to construct roadway, while maintaining adequate erosion control in adjacent areas. 5. Sufficient topsoil shall be stockpiled to allow for the replacement of 6" topsoil for disturbed areas to be re -vegetated. 6. The contractor shall schedule site grading, utility installation and roadway construction so that the general site can be mulched and re -seeded soon after disturbance. Areas that will not be subject to construction traffic for 14 days shall be seeded and mulched or sodded within 7 days of final grading. RESPONSIBLE PARTY Contact information for the responsible party for erosion control is: Owner: NUSS TRUCK & EQUIPMENT 2195 West County Road C-2 Roseville, MN 55113 Contractor: Not Known Yet Manager: Phil Watkins 651-633-4810 pwatkins0nussgrp.com MISSISSIPPI RIVER, IMPARED WATER WITHIN 1 MILE RADIUS OF PROJECT SITE 4 DurKlas Rd W 0 0 40 80 120 GRAPHIC SCALE IN FEET LEGEND: 908 Existing Contours >> Existing Storm Sewer 908 Proposed Contours P* Proposed Storm Sewer Proposed Silt Fence 0 Proposed Fiber Logs Proposed Storm Sewer Inlet Protection I 19% Flow Direction Proposed Erosion Blanket SURVEY DATA SURVEY INFORMATION PROVIDED BY: MEYER ROHLIN LAND SERVICES 708 1st AVENUE NE BUFFALO, MN 55313 DATED: NOVEMBER 25, 2020 CLIENT: NUSS TRUCK & EQUIPMENT 2195 West County Road C-2 Roseville, Mn 55113 Phil Watkins pwatkins@nussgrp.com 651-633-4810 I• Z LU V _ LLI C1 a LU cd W W �> Uo c LU C1111) ''♦ vi Z Z BENCHMARK: a l a� I Ti p L x I a) CORNER OF LOT 3 BLK 1 OTTER CREEK 5TH ADD. c ° I mm ELEV.=937.25. W W v(DUl`U N rj � I� 00 X03 C14 o" c LQ I� EXISTING PROPERTY DESCRIPTION m Q O I I I A O W U LOT 3, BLOCK, 1 & OUTLOT A OTTER CREEK 5TH ADDITION, y £ y WRIGHT COUNTY, MINNESOTA, ACCORDING TO THE RECORDING J PLAT HEREOF. p � c IIIi11I RESPONSIBLE PARTY Contact information for the responsible party for erosion control is: Owner: NUSS TRUCK & EQUIPMENT 2195 West County Road C-2 Roseville, MN 55113 Contractor: Not Known Yet Manager: Phil Watkins 651-633-4810 pwatkins0nussgrp.com MISSISSIPPI RIVER, IMPARED WATER WITHIN 1 MILE RADIUS OF PROJECT SITE 4 DurKlas Rd W 0 0 40 80 120 GRAPHIC SCALE IN FEET LEGEND: 908 Existing Contours >> Existing Storm Sewer 908 Proposed Contours P* Proposed Storm Sewer Proposed Silt Fence 0 Proposed Fiber Logs Proposed Storm Sewer Inlet Protection I 19% Flow Direction Proposed Erosion Blanket SURVEY DATA SURVEY INFORMATION PROVIDED BY: MEYER ROHLIN LAND SERVICES 708 1st AVENUE NE BUFFALO, MN 55313 DATED: NOVEMBER 25, 2020 CLIENT: NUSS TRUCK & EQUIPMENT 2195 West County Road C-2 Roseville, Mn 55113 Phil Watkins pwatkins@nussgrp.com 651-633-4810 I• Z LU V _ LLI C1 a LU cd W W �> Uo c LU C1111) ''♦ vi Z Z BENCHMARK: a l a� TOP NUT OF HYDRANT ® NEAR SOUTHWEST p L x I a) CORNER OF LOT 3 BLK 1 OTTER CREEK 5TH ADD. c ° I mm ELEV.=937.25. W W v(DUl`U N rj I Wa r ui 3 ° � C 00 X03 C14 o" c LQ I� EXISTING PROPERTY DESCRIPTION m Q O o� O W U LOT 3, BLOCK, 1 & OUTLOT A OTTER CREEK 5TH ADDITION, y £ y WRIGHT COUNTY, MINNESOTA, ACCORDING TO THE RECORDING J PLAT HEREOF. p � c PROPOSED PROPERTY DESCRIPTION Z -15 LOT 1, BLOCK, 1 NUSS TRUCK AND EQUIPMENT ADDITION, ; to WRIGHT COUNTY, MINNESOTA, ACCORDING TO THE RECORDING PLAT HEREOF. '0 4� o PROJECT LOCATION - °Z 11Z° SE 1/4 of the NW 1/4 SECTION 10 TOWNSHIP 121, RANGE 25, WRIGHT COUNTY, MINNESOTA. TOTAL SITE DATA: - - - - �� g"" 9 g°" o // EX. LOT 3 BLK 1 W OUTLOT A TOTAL AREA: 457,778 SF by ,6go I I F,,9�& 80 EXISTING IMPERVIOUS AREA: 0 SF Aj600)0C/ N 938.70 �- I I I I I rn 2/ oc .• .'•: 9�_ � PROPOSED IMPERVIOUS AREA: 421 ,688 SF o p0- y�j. 939.10- =' - - _ I / / TOTAL PERCENT IMPERVIOUS AREA: 92.1 16§ � � ^� ��,• g39 g �d 938.70 g�- - 4GE AND 22gq »> � � I � �- (% of total area; 421,688/457,778) EASEMENT AS< I I g8 �0 II / ��� 1� g�0 / 209 I PROPOSED DISTURBED AREA: 457,778 SF = 10.46 AC v ON THE PLAT 938 rTER CREEK- I I I I I / 937.10 ®938.80 SING 6TH / `L 938.70 -ION I III I I < A- 93g �� °' I I P�'�- I� „ - _ ♦ EROSION CONTROL QUANTITIES: v v � / 50 ��5 �g� I I X934 IA rk�l �� / / a 3, v / I ITEM: QUANTITY UNIT 50 g L937.80 - 937.20 I 9�6 I 936 "V (_ v - g3?>`� g37 3> _ N N � 9 / I ROCK ENTRANCE 1 EA I I 8s 937.20 v ROCK CONSTRUCTION I N� _�N/ °JJ� I SILT FENCE 2,566 LF I 937.80 / v __V ENTRANCE 937 1 s� ROCK CONSTRUCTION I WOOD FIBER LOG LF SILT_FENCE_ o 9 IBLANKETSY I_} -j _I ENTRANCE I NLOETI PROTECTION CAT. 3 18 EA 935 cc a36 RI - 35.1 1',�? DIP WM \� of < < 8" PVC SAN SDR 26 / 935 FM FM FM FM FM FM - - FM FM - FM FM FM FM FM FM FM FM INDEX OF CIVIL SITE DRAWINGS: CO PROJECT LOCATION PLAN C1 SITE PLAN, PUD DEVELOPMENT PLAN C2 GRADING AND DRAINAGE PLAN C3 SANITARY SEWER & WATER PLAN C4 STORM SEWER PLAN C5 SWPPP C6 EXISTING CONDITIONS & REMOVAL PLAN C7 -C8 DETAILS W) Vk 0 cc m 0 C Cc r r� Q . cf) 0 o� m 0 00 N a o Lo 0E 44 co w l o �} U d 4 l a� 44 L x I a) A I mm C) W W v(DUl`U N rj I Wa r ui 3 00 X03 C14 V I� FILE N0. 00795 CS SWPPP N C) C) C) CN O m Q O O O W U FILE N0. 00795 CS SWPPP DEMOLITION NOTES 1. Install perimeter sediment controls as soon as possible during clear and grub operations. See Erosion Control Plan. 2. Provide air quality control measures at the request of the Engineer or City Representatives. Take necessary measures to keep dust levels to a minimum. Provide sweeping of adjacent paving as needed, or as required by the City Engineer. 3. Locate and protect all utility lines prior to and during demolition. Utility locations shown are based on best available information and are not guaranteed. Contact private utility service for disconnection and removal. 4. Remove or relocate all existing site features that interfere with the proposed construction. 5. Protect existing site features that are to remain during construction. Replace anything damaged with new construction. 6. Pavement shall be saw cut at limits of removal unless noted otherwise. Do not impede existing traffic circulation to adjacent businesses or streets. 7. Sufficient topsoil shall be stockpiled to allow for the replacement of 6" of topsoil in disturbed areas to be re—vegitated. 8. All construction and post—construction parking shall be on—site. At no time shall parking, loading, or unloading be allowed on public streets. 9. Storage of materials or equipment shall not be allowed within public Right—of—Way and shall be maintained on site within project boundaries. S 40059'51" E --813.08-- SURVEY DATA SURVEY INFORMATION PROVIDED BY: MEYER ROHLIN LAND SERVICES 708 1st AVENUE NE BUFFALO, MN 55313 DATED: NOVEMBER 25, 2020 BENCHMARK: TOP NUT OF HYDRANT ® NEAR SOUTHWEST CORNER OF LOT 3 BILK 1 OTTER CREEK 5TH ADD ELEV.=937.25. LEGEND: _908— — Existing Contours > Existing Sanitary Sewer Existing Water Main >> Existing Storm Sewer Existing Trees Existing Bndy Line PROPOSED DEMOLITION & REMOVAL AREA """""""""'• PROPOSED TREE REMOVAL AREA .................... EXISTING PROPERTY DESCRIPTION LOT 3, BLOCK, 1 & OUTLOT A OTTER CREEK 5TH ADDITION, WRIGHT COUNTY, MINNESOTA, ACCORDING TO THE RECORDING PLAT HEREOF. R=4,003.72 (( L=134.25 100.23 I I g36J 712.851 �------------------ � - \ I I I I I ► I I � �� / / II I 34— I III i i 935 DRAINAGE AND UTILITY — 1 / EASEMENT AS SHOWN ON �I THE PLAT OF OTTER I I I x x x CREEK ROSSING 5TH DDITION II \ I I I I I I 95e h^ x I III I I g54 015 / / 95 x ° x x / DRAINAGE AND I / / / 'fix UTILITY EASEMENTc I AS SHOWN ON THE X `� x � PLAT OF OTTER / x / CREEK CROSSING 5TH ADDITIONLij I I / RDE &DISPOSE co o "' / l / 30 TREE I I 0� I z III \ \ I I d I I I I I I j20 f OOT WIDE PERMANENT DRAINAGE 1 EASEMENT AS DESCRIBED IN DOCUMENT NO. 940587 (DOCUMENT IS AMBIGUOUS - \ \ I I I I I GRAPHICAL EXHIBIT RECORDED WITH DOC. NO/ I I I I I I 940587 SHOWS EASEMENT IN A DIFFERENT- I I LOCATION) III I I C�" 61 1661 I I III I I\ I 4GE AND �_ I I / I y EASEMENT rI TE RN THEPLAT CREEK / I ��ti SING 6TH 1 I I I I / ) "ION �� y� 9 � II —931` REMOVE &DISPOSE OF ------ � J II �— —111 LF OF CURB & I N GUTTER & 495 SF OF - I I REMOVE &DISPOSE OF ) \ -� 933 �— �- BITUMINOUS I I I 0 1 1 112 LF OF CURB & I w 1 I GUTTER & 492 SF OF a- 931 °' �- DRAINAGE AND UTILITY EASEME REMOVE &DISPOSE OF I 1 \ - Of �— g3� fir— SHOWN ON THE PLAT F TT R CREEKS I I 109 LF OF CURB & I I I o I I BITUMINOUS \ I l /,�— X �ROSS7N� \ I GUTTER & 463 SF OF g35 I I I �� \ w �/ w -� ----- — -- ------------------ ------ ---- -- ------------ ----- � -�� \ BITUMINOUS I I 1935 — �� — —1— r LIF I —935 I ���-- rr _ GAS — v — �934� o� �� -- 659.01-- -_� w _ 935 �� g36 L=288.40 �g3 b N 40053'16"W -� \� 15 �=933.6 �7193Z42— NP I I IDIP VVM3 . I 9341 � I � g35 I I 16" DIP WM a36 �� I I a016WM < �O< < < < < �< < < < < 8" PVC SAN SDR 26 RIM= 955�� I < 8" PVC SAN SDR 26 I CHELSEA ROAD W. RIM=935.0 / 935 —��3 .6=9 �- �/ RI - 35.1 7rMN7—�_FM � < —^ �< FM I «FM FM FM FM FM FM FM FM FM — < _ �< FM _ FM _FM= FM M FM FM F FM FM FM FM FM FM FM — INDEX OF CIVIL SITE DRAWINGS: 0 60 120 180 GRAPHIC SCALE IN FEET CO PROJECT LOCATION PLAN C1 SITE PLAN, PUD DEVELOPMENT PLAN C2 GRADING AND DRAINAGE PLAN C3 SANITARY SEWER & WATER PLAN C4 STORM SEWER PLAN C5 SWPPP C6 EXISTING CONDITIONS & REMOVAL PLAN C7–C8 DETAILS CLIENT: NUSS TRUCK & EQUIPMENT 2195 West County Road C-2 Roseville, Mn 55113 Phil Watkins pwatkins@nussgrp.com 651-633-4810 I• z UJ LU �V N t� _ cccc z oQ W� �J ad W m c °z a 2�c pJ LU VCC �° z2 �a 0)0 W � �C CO� � �Nft W W CO) coz C o 00 C ° tz I N M o q3 q) N , cn co N z .0 I Lo 0 E LZ W'Ox I Q) o, co G 7fL O c I W c 3 °° a°i� -c o c q) CV V q3 0 C J O ��o� m 0� N O 3 Q a, a ° ai r ° o Q, ° Existing Conditions & Removal Plan C) C) C) N N m QQ LLJ LLJ Q U W O O O V FILE N0. 00795 Existing Conditions & Removal Plan GROUTING BETWEEN PIPE AN[ MANHOLE BARREL SHALL BE WITH NON -SHRINKING CEMEN ALL MANHOLES WITH INSIDE DROP SECTION SHALL BE 5' DIA (I.D.) SEALS (INTERNAL OR EXTERNAL) )R APPROVED EQUAL" STANDARD MANHOLE FRAME AND COVER ADJUSTING RINGS MIN 4" - MAX 12" b I a MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS -1 -PF (BY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA REGULATIONS AND SPACED 16" OC. MANHOLE SECTION TO BE ASTM C-478 CLASS II 1-14" TOP OF PROPOSED SUBGRADE MANHOLE.,..: PLASTERED OR EXTERIOR CATCH ; FOR COVER REQUIREMENTS THE TOP 3' SHALL BE COMPACTED WALL CONSTRUCTION SHALL BE CLASS II °'�•°°• AT A MIN OF 100% OF STANDARD PROCTOR DENSITY (MN/DOT 2105) ASTM C 478 CONCRETE PIPE. SEE MITDOT STANDARD CIRCULAR REINF PLATE 3000 (NO TONGUE OR GROOVE AT TOP CONCRETE AND CONSOLIDATED BY VIBRATORY MEANS AND COMPACTED TO A MIN OF 95% OF STANDARD PROCTOR DENSITY (MINI 2105) W CONCRETE OR MASONRY CONSTRUCTION 4' COVER COMPACTED TO 95% OF (BRICK OR BLOCK) ALLOWED ONLY IF APPROVED W STANDARD MANHOLE CL LATEST REVISION OGRANULAR BEDDING AS PER MN/DOT 3149.2F OUTSIDE AND INSIDE OF STRUCTURE LU GRANULAR FOUNDATION WHERE ORDERED BY THE ENGINEER co SHOVEL, PLACE, AND HAND COMPACT AROUND PIPE TO 12" ABOVE PIPE. VIBRATORY COMPACTION REQUIRED EACH SIDE OF PIPE, AS DIRECTED BY THE ENGINEER. .c FRAME AND COVER Title: CL CO 0 0 v a / 2' / 9 HORIZONTAL HORIZON LINE / NO' C 48" DIA OTHERWISE SPECIFIED. IF A DIFFERENT SPECIFICATION REFERENCE 2531 GUTTER SLOPE IS PERMITTED, THE FORM CONCRETE - 0.0474 CU YDS / LIN FT (8612) MAY BE TILTED B612 CONCRETE CURB & GUTTER CONCRETE - 21.1 FT CU. YDS. 8612 DIVIDER PLATE 3"R 1 6 1/2 " 3O GROUTING BETWEEN PIPE AND ADJUSTING RINGS USE R-2 JOINT FORJ OR SLOPE 3/4 -/Fr 0214"MIN2:' 7'I / �\ MANHOLE BARREL SHALL BE MIN 4" - MAX 12" ALL MANHOLE JOINTS m / MNDOT WITH NON -SHRINKING CEMENT27 DIA WITH EXTERNAL OR OTHERWISE SPECIFIED. IF A DIFFERENT SPECIFICATION REFERENCE 2531 GUTTER SLOPE IS PERMITTED, THE FORM CONCRETE - 0.0582 CU YDS / LIN FT (B618) <- 12" 3/4 " /PER FT 1/2 " R 1/2 R o INTERNAL CHIMNEY SEAL 3 3'� STEPS AT HORIZONTAL � UNE I "• 16" OC Title: a Standard Plate Library for Streets USE R-2 JOINT FOR City of Monticello Dote: Plate No. 8" 03-05 5005 ALL MANHOLE JOINTS Revised: 03-15 8" 8" "CRE-SEAL","RESEAL", OR APPROVED EQUAL o PRECAST GASKET CONNECTION SHALL BE USED BARREL TO CONFORM a FOR CONNECTION PIPE TO MANHOLE TO ASTM C-478 LATEST REVISION I 48" DIA MAX. 24" (2 PRECAST BOTTOM WITH INVERT #5 AT 12" OC EACH WAY STANDARD MANHOLE FOR SANITARY SEWER NO SCALE NOTES: 10 MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS -I -PF (BY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA REGULATIONS AND SPACED 16" OC. Q2 IF DROP IS GREATER THAN 24" INCHES, USE OUTSIDE DROP. Standard Plate Library City of Monticello Title: Standard Sanitary Manhole late: 03-05 Plate No. Wised: 03-15 3001 Title: Standard Plate Library Cone Section, Casting Steps, and Adjusting Rings City of Monticello Date: 03-05 Plate No. Revised: 0 3 -1 5 1001 Da 35 1/4 43" CURB INLET FRAME AND CURB BOX a NEENAH NO. R -3067-V PLAN 4" CONCRETE COLLAR A T SEWER TN ATI ALL STORM SE E CASTING G ELEV ONS INSTALL INFRA SHIELD SHOWN ON THE PLANS HAVE BEEN (OR APPROVED EQUAL) DEPRESSED 0.10' BELOW GUTTER EXTERNAL CHIMNEY SEAL ELEVATION (SEE DETAIL 5003) ADJUSTING RINGS 4" MIN - 12" MAX ENCASE IN CONCRETE 6" COLLAR USE CONCRETE CURB MIX FOR COLLAR 24" FINISH GRADE 31" 2 2" 3'- 6" 5" 34" 4" MIN. 41. . 4" MIN.:'. 1• 4" CONCRETE COLLAR NOTES: SECTION A -A POUR A 3" TO 4" CONCRETE COLLAR AROUND RINGS EXTENDING FROM THE CASTING TO THE PRECAST SECTION CATCH BASINS LOCATED IN DRIVEWAYS SHALL BE TYPE MDDOT DESIGN H. THE CASTING SHALL BE NEENAH R -3508-A2. Title: Standard Plate Library Standard Catch Basin City of Monticello Date: 03-05 Plate N0. � Revised: 03-17 .1002 (Z CASTI STANDARD FRAME & COVER-\ INSTALL INFRA SHIELD (OR APPROVED EQUAL) EXTERNAL CHIMNEY SEAL L z N ADJUSTING RINGS 4" MIN - 12" MAX ROADWAY SURFACE 1-14" TOP OF PROPOSED SUBGRADE MANHOLE.,..: PLASTERED OR EXTERIOR CATCH ; FOR COVER REQUIREMENTS THE TOP 3' SHALL BE COMPACTED WALL CONSTRUCTION SHALL BE CLASS II °'�•°°• AT A MIN OF 100% OF STANDARD PROCTOR DENSITY (MN/DOT 2105) ASTM C 478 CONCRETE PIPE. SEE MITDOT STANDARD A MAX OF 2' LIFTS TO BE WETTED PLATE 3000 (NO TONGUE OR GROOVE AT TOP CONCRETE AND CONSOLIDATED BY VIBRATORY MEANS AND COMPACTED TO A MIN OF 95% OF STANDARD PROCTOR DENSITY (MINI 2105) W CONCRETE OR MASONRY CONSTRUCTION 4' COVER COMPACTED TO 95% OF (BRICK OR BLOCK) ALLOWED ONLY IF APPROVED W STANDARD PROCTOR DENSITY WITHOUT THE USE OF HEAVY ROLLER EQUIPMENT CL CONCRETE DOGHOUSE REQUIRED ON OGRANULAR BEDDING AS PER MN/DOT 3149.2F OUTSIDE AND INSIDE OF STRUCTURE IIIIft LU GRANULAR FOUNDATION WHERE ORDERED BY THE ENGINEER co SHOVEL, PLACE, AND HAND COMPACT AROUND PIPE TO 12" ABOVE PIPE. VIBRATORY COMPACTION REQUIRED EACH SIDE OF PIPE, AS DIRECTED BY THE ENGINEER. .c J Title: CL CO 0 0 v Standard Plate Library Typical Trench Compaction and Class B Bedding City of Monticello Date: 03-05 Plate No. Revised:03-15 10 0 7 Title: Standard Plate Library Cone Section, Casting Steps, and Adjusting Rings City of Monticello Date: 03-05 Plate No. Revised: 0 3 -1 5 1001 Da 35 1/4 43" CURB INLET FRAME AND CURB BOX a NEENAH NO. R -3067-V PLAN 4" CONCRETE COLLAR A T SEWER TN ATI ALL STORM SE E CASTING G ELEV ONS INSTALL INFRA SHIELD SHOWN ON THE PLANS HAVE BEEN (OR APPROVED EQUAL) DEPRESSED 0.10' BELOW GUTTER EXTERNAL CHIMNEY SEAL ELEVATION (SEE DETAIL 5003) ADJUSTING RINGS 4" MIN - 12" MAX ENCASE IN CONCRETE 6" COLLAR USE CONCRETE CURB MIX FOR COLLAR 24" FINISH GRADE 31" 2 2" 3'- 6" 5" 34" 4" MIN. 41. . 4" MIN.:'. 1• 4" CONCRETE COLLAR NOTES: SECTION A -A POUR A 3" TO 4" CONCRETE COLLAR AROUND RINGS EXTENDING FROM THE CASTING TO THE PRECAST SECTION CATCH BASINS LOCATED IN DRIVEWAYS SHALL BE TYPE MDDOT DESIGN H. THE CASTING SHALL BE NEENAH R -3508-A2. Title: Standard Plate Library Standard Catch Basin City of Monticello Date: 03-05 Plate N0. � Revised: 03-17 .1002 (Z CASTI STANDARD FRAME & COVER-\ INSTALL INFRA SHIELD (OR APPROVED EQUAL) EXTERNAL CHIMNEY SEAL L z N ADJUSTING RINGS 4" MIN - 12" MAX ROADWAY SURFACE 1-14" SEE MnDOT STANDARD PLATE 4020 MANHOLE.,..: PLASTERED OR EXTERIOR CATCH ; FOR COVER REQUIREMENTS BASIN' WALL CONSTRUCTION SHALL BE CLASS II °'�•°°• PRECAST PIPE, EXCEPT 48" DIA MAY BE ASTM C 478 CONCRETE PIPE. SEE MITDOT STANDARD 8" CAST -IN-PLACE PLATE 3000 (NO TONGUE OR GROOVE AT TOP CONCRETE OR BOTTOM OF THIS SECTION). CAST -IN-PLACE W CONCRETE OR MASONRY CONSTRUCTION 4' TO 10' (BRICK OR BLOCK) ALLOWED ONLY IF APPROVED W BY ENGINEER CL CONCRETE DOGHOUSE REQUIRED ON 3� OUTSIDE AND INSIDE OF STRUCTURE IIIIft LU AND PIPE CONNECTION � STRUCTURES 8" POURED CONCRETE BASE, FOR ALTERNATE PRECAST CONCRETE BASE. SEE MnDOT STANDARD PLATE 4011 (MODIFY DIAMETER AND 2" RAISED AREA TO FIT REQUIRED DIAMETER. ( REFER TO STANDARD PLANS FOR HEIGHT AND DIAMETER REQUIRED. Q2 MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS -I -PF (BY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA REGULATIONS AND SPACED 16" OC. Q3 MINIMUM STEEL REINFORCEMENT ® EQUIVALENT STEEL AREA IN WIRE MESH MAY BE USED O5 GENERAL DIMENSIONS FOR CONCRETE APPLY TO BRICK AND CONCRETE MASONRY UNIT CONSTRUCTION ALSO, EXCEPT AS NOTED. ® 12" MINIMUM FOR PRECAST, 3 BRICKS OR 1 BLOCK MINIMUM FOR MASONRY CONSTUCTION © REINFORCEMENT AS PER MnDOT SPEC 3301, GRADE 60. AStandard Plate Library City of Monticello A �8" 1-14" MANHOLE OR CATCH MANHOLE.,..: PLASTERED OR EXTERIOR CATCH ; BASIN BASIN' - DIA:.:::' DIAD:; SEWER BRICK (MnDOT SPEC 3616) BLOCK MASONRY CONSTRUCTION Title: Standard Manhole for Storm Sewer Date: 03-05 Plate No. Rev[sed:03-17 4001 PLAN CASTING TO BE SET 0.10' BELOW GUTTER ELEVATION INSTALL INFRA SHIELD (OR APPROVED EQUAL) EXTERNAL CHIMNEY SEAL ADJUSTING RINGS 4" MIN - 12" MAX ENCASE WITH CONCRETE COLLAR '15" 24" f w '48" TYP A 35-1/4" 143" CURB INLET FRAME AND CURB BOX STANDARD CASTING - NEENAH R -3067-V MANHOLE COVER TO BE 48" DIA CRETEX TYPE II WITH 24"x 36" 6" OPENING 9" > 'DIMENSION VARIES BASED ON STRUCTURE DIAMETER CONCRETE DOGHOUSE REQUIRED ON OUTSIDE AND INSIDE OF STRUCTURE AND PIPE CONNECTION RCP PIPE CONCRETE CATCH BASIN MANHOLE NOTES: AND BASE TO BE CRETEX TYPE 433B OR APPROVED EQUAL 1. BASE TO BE GROUTED TO FORM A SMOOTH INVERT TO OUTLET. SECTION 2. PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED. CATCH BASIN MANHOLES REQUIRED IN GREEN SPACES SHALL BE CONSTRUCTED OF PRECAST CONCRETE ONLY IN ACCORDANCE WITH Mn/DOT STANDARD PLATE 4006L. THE CASTING SHALL BE NEENAH R-4342. CATCH BASIN MANHOLES LOCATED IN DRIVEWAYS SHALL BE CONSTRUCTED WITH AN ECCENTRIC TOP SLAB WITH A 27" ROUND OPENING. THE CASTING SHALL BE NEENAH R -3508-A2. Title: Standard Plate Library City of Monticello Catch Basin Manhole �----1 L----1 0 0 O � F jO9 T�DIIIGNILO O 0 OPTIONAL V -CURB OB 5' MAX OR GRADING NOTES: O 2 MAX - - - - LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE CHANGES S -� ^� OI(Do 1 - ^ DIRECTION, AT THE TOP OF RAMPS THAT HAVE RUNNING SLOPES GREATER THAN 5.0%. © �'J Q O5 "`• S © �l O AND IF THE APPROACHING WALK IS INVERSE GRADE. 4 INITIAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN 15' FROM THE BACK 4 _ _ _ _ i OF CURB, WITH 6' FROM THE RACK OF CURB BEING THE PREFERRED DISTANCE. O S O ::eO SECONDARY CURB RAMP LANDINGS ARE REQUIRED FOR EVERY 30" OF VERTICAL RISE g S WHEN THE LONGITUDINAL SLOPE IS GREATEN THAN 5.0X.. 9 NON -WALKABLE SURFACE O O CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS. " O a olN 3 WALKABLE SURFACE ALL GRADE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL. 1 Oeea v0 O TO ENSURE RAMPS AND LANDINGS ARE PROPERLY CONCTRUCTED, LANDINGS MAY OO 4 FLAflE BACK OF CURB - �L� OO°•° °• FLARE BE CACI SEPARATELY. DINAS ARE CAO LOW SIDEWALK REINFORCEMENT DETAILS ON SHEET 5 O S'MAX FLOW LINE f S. 4 1 ALL SLOPES ARE ABSOLUTE,RATHER THAN RELATIVE TO SIDEWALK/ROADWAY GRADES. 2 FRONT OF GUTTER 0 2'MA% 2 TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE. 4'MIN IMUM WIDTH OF DETECTABLE WARNING IS REQUIRED FOR ALL RAMPS. DETECTABLE WARNINGS SHALL CONTINUOUSLY EXTEND FOR A MINIMUM OF 24" IN THE PATH OF TRAVEL. SHARED USE PATHS SHALL HAVE DETECTABLE WARNING ACROSS THE ENTIRE ADJACENT TO NON -WALKABLE SURFACE ADJACENT TO WALKABLE SURFACE WIDTH OF PATH WHEN THE PATH CROSSES A ROAD. OPTIONAL V CURB. GRADING OR FLARE 9 NON -WALKABLE SURFACE SEX O WALK I ..... 5 O IF NON -CONCRETE BLVD. IS CONSTRUCTED AND IS LESS THAN 2' IN WIDTH AT TOP OF CURB TRANSITION, PAVE CONCRETE RAMP WIDTH TO ADJACENT BACK OF CURB. ONE-WAY DIRECTIONAL SEE STANDARD PLATE 7038 AND SHEET 4 OF 5 FOR ADDITIONAL DETAILS ON DETECTABLE WARNING. COMBINED DIRECTIONAL @ © 0" CURB HEIGHT. 02 FULL CURB HEIGHT. 03 3" MINIMUM CURB HEIGHT, 4" PREFERRED. 40 1/2" PREFORMED JOINT FILLER MATERIAL AASHTO M 213. JOINT FILLER SHALL BE PLACED FLUSH WITH THE BACK OF CURB AND ADJACENT SIDEWALK.JOINT SHALL BE FREE OF DEBRIS. RECTANGULAR DETECTABLE WARNINGS SHALL BE SETBACK 3" FROM THE BACK OF CURB. GRADE GflAOE RADIAL DETECTABLE WARNINGS SHALL BE SETBACK 3" MIN. TO 6 MAX. FROM THE BACK OF CURB. BREAK RAMP BREAK RAMP 05 SEE PEDESTRIAN ACCESS ROUTE CURB AND GUTTER DETAIL FOR INFORMATION ON MAX. 2.0% SLOPE CONSTRUCTING CURB AND GUTTER AT CURB OPENINGS. SEE SHEET N0.} OF 5. MAX. 2.0X SLOPE IN ALL DIRECTIONS IN ALL DIRECTIONS © 4 B 4' MIN. LANDING WITH MAX. 2.0% SLOPE IN ALL DIRECTIONS. z O NON -WALKABLE O p7 NO SURFACE LE O ° SURFACE IF LONGITUDINAL SLOPE IS GREATER THAN 5.0%.4'% 4' MIN. LANDING WITH MAX 2.0% SLOPE IN ALL DIRECTIONS REQUIRED. 08 V CURB, IF USED. SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. 4 09 SEE SHEET 4 OF 5, TYPICAL SIDE TREATMENT OPTIONS, FOR DETAILS ON FLARES ANO RETURNED CURBS. 4 Q O OO ® SLOPE ITGRADE BREAK AND DRAIN TO FLOW LINE. SHALL BE CONSTRUCTED INTEGRAL WITH CURB AND GUTTER. © TO BE USED FOR ALL DIRECTIONAL RAMPS. © PLACE DOMES AT THE BACK OF CURB WHEN ALLOWABLE SETBACK CRITERIA IS EXCEEDED. ® RECTANGULAR DETECTABLE WARNINGS MAY BE SETBACK 9" FROM THE BACK OF CURB DETECTABLE WARNING PLACEMENT WHEN WITH CORNERS SET 3" FROM BACK OF CURB. IF 9" SETBACK IS EXCEEDED USE RADIAL SETBACK CRITERIA IS EXCEEDED DETECTABLE WARNINGS. ® WHEN NO CONCRETE FLARES ARE PROPOSED.THE CONCRETE WALK SHALL BE FORMED AND CONSTRUCTED PERPENDICULAR TO THE BACK OF CURB. MAINTAIN 3" BETWEEN EDGE OF DOMES AND EDGE OF CONCRETE. ® FRONT EDGE OF DETECTABLE WARNING SHALL BE SET BACK 2' MAXIMUM WHEN ADJACENT TO WALKABLE SURFACE, AND S' MAXIMUM WHEN ADJACENT TO NON -WALKABLE SURFACE WITH ONE CORNER SET 3" FROM BACK OF CURB. WHETHER A SURFACE IS WALKABLE OR NOT SHALL BE DETERMINED BY THE ENGINEER lox LEGEND MAX. VAR•RAW THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.3% BOR FLATTER ARE ALLOWED. NON WALKABLE OR O INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN WALKABLE SURFACE I 5.OY. MINIMUM AND 8.37. MAXIMUM IN THE DIRECTION SHOWN AND THE CROSS SLOPE SHALL NOT EXCEED 2.01 A 6" CONCRETE WALK INDICATES PEDESTRIAN RAMP -SLOPE SHALL BE GREATER BACK OF CURB 4 17 THAry 2.0X AND LESS THAN 5.OX IN THE DIRECTION SHOWN FLOW LINE OX-' OX AND CROSS SLOPE SHALL NOT EXCEED 2.07. CUTTER SLOPE FRONT OF GUTTER SECTION D -D �5-297.250 ft2 OF 51 PEDESTRIAN CURB RAMP DETAILS CURB FOR DIRECTIONAL RAMPS 11 �� APRIL ]0,2013 STATE PROJ.NO. (TH ) SHEET NO. OF SHEETS APRIL 10, 2013 5-297.250 (2 OF 5) INDEX OF CIVIL SITE DRAWINGS: CO PROJECT LOCATION PLAN 01 SITE PLAN, PUD DEVELOPMENT PLAN C2 GRADING AND DRAINAGE PLAN C3 SANITARY SEWER & WATER PLAN C4 STORM SEWER PLAN C5 SWPPP C6 EXISTING CONDITIONS & REMOVAL PLAN C7 -C8 DETAILS CLIENT: NUSS TRUCK & EQUIPMENT 2195 West County Road C-2 Roseville, Mn 55113 Phil Watkins pwatkins@nussgrp.com 651-633-4810 I_ N SAME SLOPE AS ROADWAY C) C) HORIZONTAL.°::• m (FORMS MAY BE TILTED) Z CL V W REVERSE SLOPE GUTTER SECTION W DIVIDER PLATE 3"R co co to \/ W 6 1/2 . CL Q 3� 06 IIIIft LU 3"R 6" 13 1/2 " SLOPE 0.06 FT/Fr co Q OR .c J SLOPE 3/4{"//Ff CL CO 0 0 v 2" MIN �2" 7" ' / 2' / 9 HORIZONTAL HORIZON LINE / NO' C MNDOT © SLOPE 0.06 FT/FT NORMAL, UNLESS / STANDARD PLATE NO. 7100 H OTHERWISE SPECIFIED. IF A DIFFERENT SPECIFICATION REFERENCE 2531 GUTTER SLOPE IS PERMITTED, THE FORM CONCRETE - 0.0474 CU YDS / LIN FT (8612) MAY BE TILTED B612 CONCRETE CURB & GUTTER CONCRETE - 21.1 FT CU. YDS. 8612 DIVIDER PLATE 3"R 1 6 1/2 " 3O 3"R 6" 13 1/2 " O SLOPE 0.06 FT/FT OR SLOPE 3/4 -/Fr 0214"MIN2:' 7'I / �\ ' % HORIZONTAL LINE / N0 / MNDOT Qj SLOPE 0.06 FT/FT NORMAL, UNLESS STANDARD PLATE NO. 7100 H OTHERWISE SPECIFIED. IF A DIFFERENT SPECIFICATION REFERENCE 2531 GUTTER SLOPE IS PERMITTED, THE FORM CONCRETE - 0.0582 CU YDS / LIN FT (B618) MAY BE TILTED B618 CONCRETE CURB & GUTTER CONCRETE - 17.2 FT / CU.YDS. (8618) 12" 3/4 " /PER FT 1/2 " R 1/2 R 3 3'� HORIZONTAL � UNE I_ 2'- 0" MODIFIED DESIGN "D" CURB & GUTTER Title: Concrete Curb & Gutter Standard Plate Library for Streets City of Monticello Dote: Plate No. 03-05 5005 Revised: 03-15 �----1 L----1 0 0 O � F jO9 T�DIIIGNILO O 0 OPTIONAL V -CURB OB 5' MAX OR GRADING NOTES: O 2 MAX - - - - LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE CHANGES S -� ^� OI(Do 1 - ^ DIRECTION, AT THE TOP OF RAMPS THAT HAVE RUNNING SLOPES GREATER THAN 5.0%. © �'J Q O5 "`• S © �l O AND IF THE APPROACHING WALK IS INVERSE GRADE. 4 INITIAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN 15' FROM THE BACK 4 _ _ _ _ i OF CURB, WITH 6' FROM THE RACK OF CURB BEING THE PREFERRED DISTANCE. O S O ::eO SECONDARY CURB RAMP LANDINGS ARE REQUIRED FOR EVERY 30" OF VERTICAL RISE g S WHEN THE LONGITUDINAL SLOPE IS GREATEN THAN 5.0X.. 9 NON -WALKABLE SURFACE O O CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS. " O a olN 3 WALKABLE SURFACE ALL GRADE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL. 1 Oeea v0 O TO ENSURE RAMPS AND LANDINGS ARE PROPERLY CONCTRUCTED, LANDINGS MAY OO 4 FLAflE BACK OF CURB - �L� OO°•° °• FLARE BE CACI SEPARATELY. DINAS ARE CAO LOW SIDEWALK REINFORCEMENT DETAILS ON SHEET 5 O S'MAX FLOW LINE f S. 4 1 ALL SLOPES ARE ABSOLUTE,RATHER THAN RELATIVE TO SIDEWALK/ROADWAY GRADES. 2 FRONT OF GUTTER 0 2'MA% 2 TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE. 4'MIN IMUM WIDTH OF DETECTABLE WARNING IS REQUIRED FOR ALL RAMPS. DETECTABLE WARNINGS SHALL CONTINUOUSLY EXTEND FOR A MINIMUM OF 24" IN THE PATH OF TRAVEL. SHARED USE PATHS SHALL HAVE DETECTABLE WARNING ACROSS THE ENTIRE ADJACENT TO NON -WALKABLE SURFACE ADJACENT TO WALKABLE SURFACE WIDTH OF PATH WHEN THE PATH CROSSES A ROAD. OPTIONAL V CURB. GRADING OR FLARE 9 NON -WALKABLE SURFACE SEX O WALK I ..... 5 O IF NON -CONCRETE BLVD. IS CONSTRUCTED AND IS LESS THAN 2' IN WIDTH AT TOP OF CURB TRANSITION, PAVE CONCRETE RAMP WIDTH TO ADJACENT BACK OF CURB. ONE-WAY DIRECTIONAL SEE STANDARD PLATE 7038 AND SHEET 4 OF 5 FOR ADDITIONAL DETAILS ON DETECTABLE WARNING. COMBINED DIRECTIONAL @ © 0" CURB HEIGHT. 02 FULL CURB HEIGHT. 03 3" MINIMUM CURB HEIGHT, 4" PREFERRED. 40 1/2" PREFORMED JOINT FILLER MATERIAL AASHTO M 213. JOINT FILLER SHALL BE PLACED FLUSH WITH THE BACK OF CURB AND ADJACENT SIDEWALK.JOINT SHALL BE FREE OF DEBRIS. RECTANGULAR DETECTABLE WARNINGS SHALL BE SETBACK 3" FROM THE BACK OF CURB. GRADE GflAOE RADIAL DETECTABLE WARNINGS SHALL BE SETBACK 3" MIN. TO 6 MAX. FROM THE BACK OF CURB. BREAK RAMP BREAK RAMP 05 SEE PEDESTRIAN ACCESS ROUTE CURB AND GUTTER DETAIL FOR INFORMATION ON MAX. 2.0% SLOPE CONSTRUCTING CURB AND GUTTER AT CURB OPENINGS. SEE SHEET N0.} OF 5. MAX. 2.0X SLOPE IN ALL DIRECTIONS IN ALL DIRECTIONS © 4 B 4' MIN. LANDING WITH MAX. 2.0% SLOPE IN ALL DIRECTIONS. z O NON -WALKABLE O p7 NO SURFACE LE O ° SURFACE IF LONGITUDINAL SLOPE IS GREATER THAN 5.0%.4'% 4' MIN. LANDING WITH MAX 2.0% SLOPE IN ALL DIRECTIONS REQUIRED. 08 V CURB, IF USED. SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. 4 09 SEE SHEET 4 OF 5, TYPICAL SIDE TREATMENT OPTIONS, FOR DETAILS ON FLARES ANO RETURNED CURBS. 4 Q O OO ® SLOPE ITGRADE BREAK AND DRAIN TO FLOW LINE. SHALL BE CONSTRUCTED INTEGRAL WITH CURB AND GUTTER. © TO BE USED FOR ALL DIRECTIONAL RAMPS. © PLACE DOMES AT THE BACK OF CURB WHEN ALLOWABLE SETBACK CRITERIA IS EXCEEDED. ® RECTANGULAR DETECTABLE WARNINGS MAY BE SETBACK 9" FROM THE BACK OF CURB DETECTABLE WARNING PLACEMENT WHEN WITH CORNERS SET 3" FROM BACK OF CURB. IF 9" SETBACK IS EXCEEDED USE RADIAL SETBACK CRITERIA IS EXCEEDED DETECTABLE WARNINGS. ® WHEN NO CONCRETE FLARES ARE PROPOSED.THE CONCRETE WALK SHALL BE FORMED AND CONSTRUCTED PERPENDICULAR TO THE BACK OF CURB. MAINTAIN 3" BETWEEN EDGE OF DOMES AND EDGE OF CONCRETE. ® FRONT EDGE OF DETECTABLE WARNING SHALL BE SET BACK 2' MAXIMUM WHEN ADJACENT TO WALKABLE SURFACE, AND S' MAXIMUM WHEN ADJACENT TO NON -WALKABLE SURFACE WITH ONE CORNER SET 3" FROM BACK OF CURB. WHETHER A SURFACE IS WALKABLE OR NOT SHALL BE DETERMINED BY THE ENGINEER lox LEGEND MAX. VAR•RAW THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.3% BOR FLATTER ARE ALLOWED. NON WALKABLE OR O INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN WALKABLE SURFACE I 5.OY. MINIMUM AND 8.37. MAXIMUM IN THE DIRECTION SHOWN AND THE CROSS SLOPE SHALL NOT EXCEED 2.01 A 6" CONCRETE WALK INDICATES PEDESTRIAN RAMP -SLOPE SHALL BE GREATER BACK OF CURB 4 17 THAry 2.0X AND LESS THAN 5.OX IN THE DIRECTION SHOWN FLOW LINE OX-' OX AND CROSS SLOPE SHALL NOT EXCEED 2.07. CUTTER SLOPE FRONT OF GUTTER SECTION D -D �5-297.250 ft2 OF 51 PEDESTRIAN CURB RAMP DETAILS CURB FOR DIRECTIONAL RAMPS 11 �� APRIL ]0,2013 STATE PROJ.NO. (TH ) SHEET NO. OF SHEETS APRIL 10, 2013 5-297.250 (2 OF 5) INDEX OF CIVIL SITE DRAWINGS: CO PROJECT LOCATION PLAN 01 SITE PLAN, PUD DEVELOPMENT PLAN C2 GRADING AND DRAINAGE PLAN C3 SANITARY SEWER & WATER PLAN C4 STORM SEWER PLAN C5 SWPPP C6 EXISTING CONDITIONS & REMOVAL PLAN C7 -C8 DETAILS CLIENT: NUSS TRUCK & EQUIPMENT 2195 West County Road C-2 Roseville, Mn 55113 Phil Watkins pwatkins@nussgrp.com 651-633-4810 I_ N C) C) C) W� m m Z CL V W cv W �+ co co to \/ W Uj CL Q V 06 IIIIft LU c co LU .c J V CL CO 0 0 v LU W C co Z C7 Details N C) C) C) O m m N m QQ W Q � W O Q Q V FILE N0. 00795 C7 Details 4" CONCRETE PAVEMENT W/ 3" POLY FIBERS AT 4.0 LB/CY (ALTERNATE W/6"X6"—#10/10 W.W.M.) MNDOT SPEC 2461 4" SELECT GRANULAR BORROW MNDOT SPEC 3149.213 SUBGRADE PREPARATION TOP 6" TO PASS PROOF ROLL NOTES: 1. CONCRETE MIX SHALL CONFORM TO MNDOT SPEC. 2461 MIX No. 3F32 FOR SLIPFORM PLACEMENT MIX No. 31`52 FOR MANUAL PLACEMENT 2. CONCRETE PLACEMENT SHALL CONFORM TO MNDOT SPEC. 2301 3. CONTRACTOR SHALL SPACE THE CONTRACTION JOINTS AT 6'-0" O.C. 4. SOILS SPECIFICATIONS SUPERSEDE ABOVE LISTED SPECIFICATIONS CONCRETE PAVEMENT - LIGHT DUTY (PRIVATE SIDEWALK) 8" CONCRETE PAVEMENT W/ z" REBAR 18" O.C. 6" SELECT GRANULAR BORROW MNDOT SPEC 3149.213 SUBGRADE PREPARATION TOP 6" TO PASS PROOF ROLL NOTES: 1. CONCRETE MIX SHALL CONFORM TO MNDOT SPEC. 2461 MIX No. 3Y22A FOR SLIPFORM PLACEMENT MIX No. 3Y32A FOR MANUAL PLACEMENT 2. CONCRETE PLACEMENT SHALL CONFORM TO MNDOT SPEC. 2301 3. CONTRACTOR SHALL SPACE THE CONTRACTION JOINTS AT 12'-0" O.C. 4. SOILS SPECIFICATIONS SUPERSEDE ABOVE LISTED SPECIFICATIONS CONCRETE PAVEMENT - HEAVY DUTY TYPICAL HOLE LOCATIONS O CURB UMLI \ / 120' 90.� oL0 c:--6 r� _--CONCRETE AND GUTTER W 0 `° CORRUGATED POLYETHYLENE PIPE WITH PROTECTIVE WRAP PVCPP WITH PROTECTIVE WRAP aa- C: N 3 I 6" B/C� V a ^ EXPANSION \y JOINTS EXPANSION JOINTS / \�I B 1.5;1 1,511 GRANULAR SUBGRADE 1 1' 4 A T 4" PERFORATED P.E. PIPE WITH FABRIC (TYPICAL) ENCASED WITH COARSE AGGREGATE(MNDOT 3149.2H). INSTALL WHERE CLAY SOILS ARE ENCOUNTERED IN THE ROADWAY SUBGRADE, LOW POINTS IN ROADWAY OR AS DIRECTED BY THE ENGINEER. 5 <a GRANULAR BORROW DEPTH — 12" GRANULAR BORROW OR 6" CLASS 5 Title: W CONTRACTION JOINTS — 6' INTERVALS d . . 18„ Standard Plate Library *MATCH EXISTING DEPTH, 4" MINIMUM CONCRETE TO BE EXPANSION EXPANSION POURED INTEGRALLY JOINTS A JOINTS INSTALL PEDESTRIAN CURB RAMPS AT ROADWAY INTERSECTIONS With Fabric WITH CURB E <c o City of Monticello PLAN Date: 03-05 Plate No. B618 CONCRETE CURB AND GUTTER o� ofo 00�Ila N a VARIABLE 1/4 /� Standard Plate Library Catch Basin Insert City of Monticello Date: 03-07 Plate No. Revised: 03-15 PER N 4 „/FT, =7" MIN. 7 Revised`03-15 6004 O WIDTH VARIES O City of Monticello 5' MIN.18" Date: Plate No. SECTION B—B SECTION A—A w , highway 03-05 Title: � / Commercial DrivewayEntrance 50' min. 5 012 Standard Plate Library Revised` 03-17 Match or Right of Way City of Monticello Date: 03-05 Plate No. Existing Revised' 03-15 5008 Grade PLAN OR APPROVED EQUAL) 8" CONCRETE PAVEMENT W/ z" REBAR 18" O.C. 6" SELECT GRANULAR BORROW MNDOT SPEC 3149.213 SUBGRADE PREPARATION TOP 6" TO PASS PROOF ROLL NOTES: 1. CONCRETE MIX SHALL CONFORM TO MNDOT SPEC. 2461 MIX No. 3Y22A FOR SLIPFORM PLACEMENT MIX No. 3Y32A FOR MANUAL PLACEMENT 2. CONCRETE PLACEMENT SHALL CONFORM TO MNDOT SPEC. 2301 3. CONTRACTOR SHALL SPACE THE CONTRACTION JOINTS AT 12'-0" O.C. 4. SOILS SPECIFICATIONS SUPERSEDE ABOVE LISTED SPECIFICATIONS CONCRETE PAVEMENT - HEAVY DUTY TYPICAL HOLE LOCATIONS O 4-1 DIA 4" DIA UMLI \ / 120' 90.� oL0 c:--6 r� 160' W 0 `° CORRUGATED POLYETHYLENE PIPE WITH PROTECTIVE WRAP PVCPP WITH PROTECTIVE WRAP aa- C: N 3 I 6" B/C� V I IL BITUMINOUS SURFACE AGGREGATE BASE 1i 1.5;1 1,511 GRANULAR SUBGRADE 1 1' 4 O T 4" PERFORATED P.E. PIPE WITH FABRIC (TYPICAL) ENCASED WITH COARSE AGGREGATE(MNDOT 3149.2H). INSTALL WHERE CLAY SOILS ARE ENCOUNTERED IN THE ROADWAY SUBGRADE, LOW POINTS IN ROADWAY OR AS DIRECTED BY THE ENGINEER. GRANULAR BORROW DEPTH — 12" GRANULAR BORROW OR 6" CLASS 5 Title: W CONTRACTION JOINTS — 6' INTERVALS Perforated P.E. Pipe EXPANSION JOINTS — 60' INTERVALS (APPROX.) Standard Plate Library *MATCH EXISTING DEPTH, 4" MINIMUM INSTALL PEDESTRIAN CURB RAMPS AT ROADWAY INTERSECTIONS With Fabric E <c o City of Monticello Title: Date: 03-05 Plate No. Typical Sidewalk o� ofo 00�Ila N 4006 Standard Plate Library Catch Basin Insert City of Monticello Date: 03-07 Plate No. Revised: 03-15 O 8" CONCRETE PAVEMENT W/ z" REBAR 18" O.C. 6" SELECT GRANULAR BORROW MNDOT SPEC 3149.213 SUBGRADE PREPARATION TOP 6" TO PASS PROOF ROLL NOTES: 1. CONCRETE MIX SHALL CONFORM TO MNDOT SPEC. 2461 MIX No. 3Y22A FOR SLIPFORM PLACEMENT MIX No. 3Y32A FOR MANUAL PLACEMENT 2. CONCRETE PLACEMENT SHALL CONFORM TO MNDOT SPEC. 2301 3. CONTRACTOR SHALL SPACE THE CONTRACTION JOINTS AT 12'-0" O.C. 4. SOILS SPECIFICATIONS SUPERSEDE ABOVE LISTED SPECIFICATIONS CONCRETE PAVEMENT - HEAVY DUTY 2" BITUMINOUS WEAR COURSE SPWEB240B MnDOT SPEC 2360 2" BITUMINOUS BASE COURSE SPNWB230B MnDOT SPEC 2360 8" CLASS V AGGREGATE BASE MnDOT SPEC 3138 GEOTEXTILE FABRIC AT OWNER OPTION MARIFI 50OX OR EQUAL SUBGRADE PREPARATION TOP 6" TO PASS PROOF ROLL BITUMINOUS PAVEMENT NOTE: SOILS SPECIFICATIONS SUPERSEDE ABOVE LISTED SPECIFICATIONS CONTRACTION JOINTS O 1' UMLI 6' oL0 c:--6 r� �1NE , . • , . W 0 `° R-�.f MAXIMUM aa- C: N 3 I CROSS SLOPE D D D D 6 V I IL .:....:.. . 6',6,. 12" GRANULAR BORROW OR 6" CLASS 5 4" OR 6" CONCRETE WALK BOULEVARD WIDTH VARIES(AVERAGE 8') O SIDEWALK DIMENSIONS WIDTH — 6' DEPTH — 6" FOR NEW DEVELOPMENTS — *4" MINIMUM FOR EXISTING AREAS, 6" AT DRIVEWAYS AND CROSSWALKS GRANULAR BORROW DEPTH — 12" GRANULAR BORROW OR 6" CLASS 5 W CONTRACTION JOINTS — 6' INTERVALS EXPANSION JOINTS — 60' INTERVALS (APPROX.) IUI^^ vJ � *MATCH EXISTING DEPTH, 4" MINIMUM INSTALL PEDESTRIAN CURB RAMPS AT ROADWAY INTERSECTIONS E <c o Title: Q S CD Typical Sidewalk o� ofo 00�Ila N Standard Plate Library Standard Plate Library Catch Basin Insert City of Monticello Date: 03-07 Plate No. O Revised`03-15 6004 O O City of Monticello Date: Plate No. w , highway 03-05 (MIRAFI—ENVIRO FENCE � / 50' min. 5 012 Revised` 03-17 Match or Right of Way Existing 2" BITUMINOUS WEAR COURSE SPWEB240B MnDOT SPEC 2360 2" BITUMINOUS BASE COURSE SPNWB230B MnDOT SPEC 2360 8" CLASS V AGGREGATE BASE MnDOT SPEC 3138 GEOTEXTILE FABRIC AT OWNER OPTION MARIFI 50OX OR EQUAL SUBGRADE PREPARATION TOP 6" TO PASS PROOF ROLL BITUMINOUS PAVEMENT NOTE: SOILS SPECIFICATIONS SUPERSEDE ABOVE LISTED SPECIFICATIONS D" RECYCLE AGGREGATE BASE R 2" CLASS V AGGREGATE BASE nDOT SPEC 3138 iUBGRADE PREPARATION TOP i" TO PASS PROOF ROLL AGGREGATE SURFACE Gravel pod(s) MnDOT Class CA -15 O or CA -25 Riprap Bedding UMLI Geotextile fabric Original oL0 c:--6 r� grade W 0 `° SECTION B—B aa- C: N 3 I (not to scale) V I IL Ribbed or Corrugated steel plates Original Geotextile fabric SECTION A—A grade (not to scale) NOTES: O Channelize runoff to sediment Sediment Trapping Device trapping device FILTER ASSEMBLY �c n� U V W Ribbed or Corrugated steel plates A A IUI^^ vJ � ` B < F E <c o Q S CD � o� ofo 00�Ila N 2" x 2" WOOD POSTS Standard Plate Library Catch Basin Insert City of Monticello Date: 03-07 Plate No. O Revised`03-15 6004 O O z / B -0 x~/ e from E 24' min. 3 l / Slope away w , highway 4.0' O.C. (MIRAFI—ENVIRO FENCE � / 50' min. Match or Right of Way Existing Grade PLAN OR APPROVED EQUAL) Title: Commercial Gravel Standard Plate Library Construction Entrance City of Monticello Date: Plate No. Z II 06-14 6002 Revised:03-15 D" RECYCLE AGGREGATE BASE R 2" CLASS V AGGREGATE BASE nDOT SPEC 3138 iUBGRADE PREPARATION TOP i" TO PASS PROOF ROLL AGGREGATE SURFACE CLIENT: NUSS TRUCK & EQUIPMENT 2195 West County Road C-2 Roseville, Mn 55113 Phil Watkins pwatkins@nussgrp.com 651-633-4810 O q) O j q) C C p h C V i O q) .o c W N O ,C O C i QL o c o a) 3 w ZE 00 N Z N D; O N O \ N D ►" J _ Uj C1 EXISTING CURB O OVERFLOW IS Y2 OF UMLI THE CURB BOX HEIGHT oL0 c:--6 r� 00000000 W 0 `° PLAN aa- C: N 3 I WIMCO ROAD DRAIN CG -23* HIGH FLOW V I IL INLET PROTECTION CURB AND GUTTER MODEL DEFLECTOR PLATE OR CITY APPROVED EQUAL. OVERFLOW IS Y2 OF THE CURB BOX HEIGHT OVERFLOW AT TOP OF O FILTER ASSEMBLY URB FILTER ASSEMBLY DIAMETER, 6" ON—GRADE W 10" AT LOW POINT HIGH—FLOW FABRIC IUI^^ vJ � * FOR THE NEW R-3290—VB STANDARD CASTING, INSTALL WIMCO ROAD DRAIN CG -3290 OR CITY APPROVED EQUAL. Title: � Inlet Protection N 2" x 2" WOOD POSTS Standard Plate Library Catch Basin Insert City of Monticello Date: 03-07 Plate No. O Revised`03-15 6004 O CLIENT: NUSS TRUCK & EQUIPMENT 2195 West County Road C-2 Roseville, Mn 55113 Phil Watkins pwatkins@nussgrp.com 651-633-4810 O q) O j q) C C p h C V i O q) .o c W N O ,C O C i QL o c o a) 3 w ZE 00 N Z N D; O N O \ N D ►" J _ Uj C1 -4— Q) W J U Cn Q II I U Qt O �0) UMLI oL0 c:--6 r� L X I Q) (O_> m DO W 0 `° C% aa- C: N 3 I 00 V I IL -4— Q) W J U Cn Q II I U Qt DIRECTION OF DRAINAGE BACKFILL 6" x 6" TRENCH SILT FENCE NOTES: O C) C) C) IIIDN 4- W^ (n (n (n UNDISTURBED SOIL O m W N N IUI^^ vJ � O Q � N 2" x 2" WOOD POSTS FILTER FABRIC O O O Q 4.0' O.C. (MIRAFI—ENVIRO FENCE OR APPROVED EQUAL) Z II MIN. 30" — MAX. 36" w Q N ABOVE GRADE DIRECTION OF DRAINAGE BACKFILL 6" x 6" TRENCH SILT FENCE NOTES: 1. SILT FENCE SHALL BE BLACK IN COLOR. 2. DIG A 6"X6" TRENCH ALONG THE INTENDED FENCE LINE, OR MACHINE SLICE TO 6" DEPTH. 3. DRIVE ALL POSTS INTO THE GROUND AT THE DOWNHILL SIDE OF THE TRENCH. 4. LAY OUT SILT FENCE ON THE UPHILL SIDE ALONG THE FENCE LINE, AND BACK FILL. 5. WOOD POSTS MAY BE SPACED UP TO 4 FEET APART TO SUPPORT THE FABRIC. 6. REMOVE SILT FENCE AFTER TURF IS ESTABLISHED. SILT FENCE DETAIL INDEX OF CIVIL SITE DRAWINGS: CO PROJECT LOCATION PLAN C1 SITE PLAN, PUD DEVELOPMENT PLAN C2 GRADING AND DRAINAGE PLAN C3 SANITARY SEWER & WATER PLAN C4 STORM SEWER PLAN C5 SWPPP C6 EXISTING CONDITIONS & REMOVAL PLAN C7—C8 DETAILS FILE NO. 00795 Details O C) C) C) IIIDN (n (n (n UNDISTURBED SOIL O m W N N Cl) O Q � W V O O O 1. SILT FENCE SHALL BE BLACK IN COLOR. 2. DIG A 6"X6" TRENCH ALONG THE INTENDED FENCE LINE, OR MACHINE SLICE TO 6" DEPTH. 3. DRIVE ALL POSTS INTO THE GROUND AT THE DOWNHILL SIDE OF THE TRENCH. 4. LAY OUT SILT FENCE ON THE UPHILL SIDE ALONG THE FENCE LINE, AND BACK FILL. 5. WOOD POSTS MAY BE SPACED UP TO 4 FEET APART TO SUPPORT THE FABRIC. 6. REMOVE SILT FENCE AFTER TURF IS ESTABLISHED. SILT FENCE DETAIL INDEX OF CIVIL SITE DRAWINGS: CO PROJECT LOCATION PLAN C1 SITE PLAN, PUD DEVELOPMENT PLAN C2 GRADING AND DRAINAGE PLAN C3 SANITARY SEWER & WATER PLAN C4 STORM SEWER PLAN C5 SWPPP C6 EXISTING CONDITIONS & REMOVAL PLAN C7—C8 DETAILS FILE NO. 00795 Details r__> ," 155-248-001010 \ /'' T1o", ON J X BOWERS LLC I /� \ JAMES K BOWERS �O' VV�^ ,% , NPGE PP� 5 jER G 14 \ ` \a 126 LINWOOD AVE / �7 RPI 1.1�0jITIO ' \ EXCELSIOR MN 55331-1739 f > EPSEM�PT Of N Ppp SOILS LEGEND Map Unit Symbol Map Unit Name LEGEND F 768 Mosford sandy loam, 0 to 2 percent slopes 1377B Dorset -Two Inlets complex, 2 to 6 percent slopes 1377C Dorset -Two Inlets complex, 6 to 12 percent slopes 1380A Bygland silt loam, map >25, 0 to 2 percent slopes D67A Hubbard loamy sand, Mississippi River Valley, 0 to 2 percent slopes —935, OtA � SNOW ORES � \a / �/ IN PGE PS ITER pN 40 pR SEM�NT 61 OF 0 Pgo\ 55tAG 0, ATO r �\ \v a I V ��� / OWN CERTIFICATE OF SURVEY PRELIMINARY PLAT OF MUSS TRUCK AND EQUIPMENT / 4\ 11 ITY N /6 6 �\ \ \� —935\ k� Np UTOWN o EEK ��/ '� RPIN PENT PPF 0TlEp\TN O p SEM ( o PO \ EP ?\'N' 610 I \ / GR SNSSIN , \ /-------- `�\�'---' ENT —934 \93 / pRPINP9�058� J Q�o3 �5". 00 I / /' — ,�� ENT T NO' 00G S \ \ I 2Q 2 oo / / \ �� ERMPN�MEN , GRPP SNOW t ' \ , \ \\ ` \ \ W10E PN po vpvs g4 �IONi �' 0 \ \ —934— O Foo GREBE° PMeI �• No• .� �oGP \ \ �� \\� y l 1 ' •'__ PIS pC MENS W\TN O\ FEREN C �� #4866% �F , \ p0 pEp P \ / i REGOR ENT IN E NJ EPSEM/ �935� \ T4s F `Tp �g331 B / � AS- \ 45 \,\ \ �� ♦♦♦-- / \ I —�_--—936— .\ \ ,.R� � \, � (� � `� ♦ ♦ �-' � \ _ I (� — —937— — — — — — , , �_ / � � UlI0 1 N oN K / / \ \ i _ P SN GR \ ,�\ ` / 1 \ \ / _ �C — PINPGpT PS OTTER I,/ / • \ M \ 'x'49 X935 \�\\ $ I II ♦ � ` \ � / / / / — —938— — — — — — � , � \ \ / �,�>, �PSEP�P.� p5 N Pp01�1 6 1 . s G X939— — l \ �i TC OS IN / , Y,: o��sF,�jc \ \ I r �� ,938 ZONING 1-1 3 oTT �T S 1 / ^�`� _ — — I 1� / \ ,/ , �. 00 (4PssyF / / K�—� �/ / / — T / —938— � \ , i • • �9 4\ \ , � � \ F \ ` � / l / � � \ (X3�„ SPPg2 •1 \ / l �,1j P \ \ � � — �l /L � lI / I / / / \\F\ �/ �9 INV•' ♦ / ��\ �l� — '6 \ I > / 934 `(�/� `%'` ES�� \%"♦♦♦ \ \4-0 930 ��\ \ ♦♦ \-- �� 155-254-001010 \ .,�Qv� / ROCKY MTN EXCHANGE HOLDING COMPANY 25254 LLC 1 107 ROCKY MOUNTAIN DR PO BOX 336 MONTICELLO MN 55362-0336 of OF R 25 / \ ��';\ / ~ \\ \ \ y �\ \\ \ \ _934— _\t4_ ST 1� 121' / `<`\\\ 93A��� r — SOUON / —934 1 1 \ SpGTI -7 935\ 155-247-00020 \ / /RYAN BUFFALO LAND ¢OMPANY LLC �/ / \ �/ ■ F \ , \ — — / 100 `�0�0 HIGHW Y 55 E PO BOX 513 / \ S / 93 BUFFALO /MN 553130513 5 155-194-000040 \ \ / \ \\\�0SSN CITY OF MONTICELLO 01 P4� 445 13 41f 40 35 q E / 1311 ;93�► \ \ Z \ \ SURVEYOR'S NOTE: 0 50 100 150 Locations of underground utilities are shown according to the ZONING 1-1 following sources: ground locations provided pursuant to Gopher State One Call Ticket No. 203232508 (non—excavation locate GRAPHIC SCALE IN FEET \ / request), observed evidence on site, and mops/drawings which were made available to us. Location and size of sanitary sewer, storm sewer, and wotermoin are shown according to observed DENOTES IRON MONUMENT FOUND evidence and os—built plans which have been provided to us. Utilities may exist which ore not shown hereon. Prior to any DENOTES CAST—IRON MONUMENT FOUND excavation, underground utilities must be verified by calling Gopher State One Call at 651-454-0002 or 800-252-1166 DENOTES RESTRICTED ACCESS TO 1-94 R.O.W. / T ' \/ j OF ,\0O ,\MON ��So 440 V l' \ DEVELOPER Phil Watkins Nuss Truck and Equipment 2195 W. County Road C2 Roseville, MN 55113 ADDITION EXISTING PROPERTY DESCRIPTION Lot 3, Block 1, OTTER CREEK CROSSING 5TH ADDITION, Wright County, Minnesota and Outlot A, OTTER CREEK CROSSING 6TH ADDITION, Wright County, Minnesota EXISTING ZONING OF SUBJECT PROPERTY: IBC & B3 VICINITY MAP SECTION 10, T. 121, R. 25, WRIGHT COUNTY, MN 0 1000 2000 3000 GRAPHIC SCALE IN FEET 1 INCH = 1000 FEET 19 C.S.A.H. NO. 39 \ G� 0 I I n 0,9 I ✓K I NNS I hereby certify that this survey, plan, or report was prepared by me or under my direct supervision and that I am a Licensed Land Surveyor under the laws of the State of Minnesota. Date 12/07/2020 C'�✓l Co Trace C. McCoy License No. 44531 LEGEND F F F BURIED ELECTRIC AAs AAs AAs BURIED GAS FO- FO— FO— BURIED FIBER OPTIC ® 10 No SANITARY SEWER polo' -s STORM SEWER i WATERMAIN • SANITARY MANHOLE i CATCH BASIN 0 STORM MANHOLE 101 HYDRANT & GATE VALVE —0-0-0— CHAIN LINK FENCE o UTILITY RISER II SIGN EDGE OF TREES / BRUSH BITUMINOUS SURFACE — _950— — INDEX CONTOUR — — — —952— — — _ INTERMEDIATE CONTOUR -7 935\ 155-247-00020 \ / /RYAN BUFFALO LAND ¢OMPANY LLC �/ / \ �/ ■ F \ , \ — — / 100 `�0�0 HIGHW Y 55 E PO BOX 513 / \ S / 93 BUFFALO /MN 553130513 5 155-194-000040 \ \ / \ \\\�0SSN CITY OF MONTICELLO 01 P4� 445 13 41f 40 35 q E / 1311 ;93�► \ \ Z \ \ SURVEYOR'S NOTE: 0 50 100 150 Locations of underground utilities are shown according to the ZONING 1-1 following sources: ground locations provided pursuant to Gopher State One Call Ticket No. 203232508 (non—excavation locate GRAPHIC SCALE IN FEET \ / request), observed evidence on site, and mops/drawings which were made available to us. Location and size of sanitary sewer, storm sewer, and wotermoin are shown according to observed DENOTES IRON MONUMENT FOUND evidence and os—built plans which have been provided to us. Utilities may exist which ore not shown hereon. Prior to any DENOTES CAST—IRON MONUMENT FOUND excavation, underground utilities must be verified by calling Gopher State One Call at 651-454-0002 or 800-252-1166 DENOTES RESTRICTED ACCESS TO 1-94 R.O.W. / T ' \/ j OF ,\0O ,\MON ��So 440 V l' \ DEVELOPER Phil Watkins Nuss Truck and Equipment 2195 W. County Road C2 Roseville, MN 55113 ADDITION EXISTING PROPERTY DESCRIPTION Lot 3, Block 1, OTTER CREEK CROSSING 5TH ADDITION, Wright County, Minnesota and Outlot A, OTTER CREEK CROSSING 6TH ADDITION, Wright County, Minnesota EXISTING ZONING OF SUBJECT PROPERTY: IBC & B3 VICINITY MAP SECTION 10, T. 121, R. 25, WRIGHT COUNTY, MN 0 1000 2000 3000 GRAPHIC SCALE IN FEET 1 INCH = 1000 FEET 19 C.S.A.H. NO. 39 \ G� 0 I I n 0,9 I ✓K I NNS I hereby certify that this survey, plan, or report was prepared by me or under my direct supervision and that I am a Licensed Land Surveyor under the laws of the State of Minnesota. Date 12/07/2020 C'�✓l Co Trace C. McCoy License No. 44531 552v48-QO,1-0,,1-0 CHAIN LINK FENCE AROUND ENTIRE PERIMETER OF PROPERTY LINE-= i i►� \ \ i (COMPACTED MILLINGS) A TRUCK AND TRAILER PARKING \ *40 .A _ \\ CUSTOMER SERVICE PARKINGPC 4' 800 SQ. FT. OPTIONAL JTURE SHOP ADDITION tr jj 'ITH 12 SERVICE BAYS Q o' a� °n a aa. SCREENED IN AREA FOR - OUTDOOR STORAGE & DUMPSTERS a -, 8, a a e a ® a ° 18,700 SQ. FT. SHOP WITH 20 SERVICE BAYS _ AND 1 TOOL ROOM ®® A a.. F� // a SALES OFFICE & PARTS ROOM ` a a (2 FLOORS 14,000 SQ. FT. PER �G 60 il -5 5 2 47iO.-O;l'A"O 2 0 NUSS TRUCK & EQUIPMENT 3593 CHELSEA RD MONTICELLO, MN O N O N r - a 170'- 0" 100' - 0" A I I I I B I I I I I I I I I I I I I I I I I I I I I I I I I I I I o T I I I I I I I I I O O N I I I D I I I I I I I I I 0 N I I I O O 7 7 7 E T I I I 0 I I I I I I N — — — — — — — — — — I— — — — — — — F o I I I o N I I I I I 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 H I I I 0 EO I I I I I I I T I I I I I I I I I I I I I 25'- 0" 24' - 0" 24'- 0" 24'- 0" 24' - 0" 24'- 0" 25'- 0" 25'- 0" 50' - 0" 25'- 0" 2 3 4 5 6 7 8 9 10 11 12 13 Plan n Level 1 ' 3/32" = 11-0„ Project number - Date 08/07/20 Drawn by Smidt Co. Latest Revision 11/03/20 A1 02 1 Scale a- 0 N N North 1 " = 10'-0" South 1 " = 10'-0" East 1 " = 10'-0" 24 GAUGE EAVE TRIM 24 GAUGE RAKE TRIM 24 GAUGE TRAPEZOIDAL SNAP STANDING SEAM ROOF PANELS 140'- 0" 24 GAUGE EAVE TRIM co N 24 GAUGE TRAPEZOIDAL SNAP STANDING SEAM ROOF PANELS 100' - 0" 8'-0" 14'-0" 8'-0" 1 14'-0" 10'-0" 14'-0" 10'-0" 14'-0" 10'-0" 14'-0" 10'-0" 14'-0" I 7'-0" I 16'-0" 1 7'-0" 24 GAUGE TRAPEZOIDAL SNAP 24 GAUGE TRAPEZOIDAL SNAP STANDING SEAM ROOF PANELS STANDING SEAM ROOF PANELS 24 GAUGE EAVE TRIM 24 GAUGE EAVE TRIM CV N L? N 7'-0" 1 16'-0" I 7'-0" I 14'-0" 1 10'-0" West 1 " = 10'-0" N r � Lo N N 14'-0" 110'-0" 14'-0" 110'-0" 14'-0" 170'- 0" 10'-0" 1 14'-0" 1 8'-0" 14'-0" 1 8'-0" 3'-6"1 9'-0" 24 GAUGE EAVE TRIM 15'-0" 110'-0" 11 15'-0" 100' - 0" 87- 6" I co N N n 0 N O N r - a LEGEND SHOP / SERVICE BAY 18,700 SF (41 %) - OFFICE 5,750 SF (13%) Q STORAGE 16,730 SF (37%) Q RESTROOM / MECHANICAL 1,520 SF (3%) Q RETAIL 1,125 SF (2%) LUNCH ROOM / LOUNGE 1,750 SF (4%) TOTAL BUILDING = 45,575 SF 170'- 0" 1001-01, 100' - 0" A — A 0 0 10 10 I I I I I I I I I I I I I I o 0 EO 10 T T o o N N D D - 0 0 0 0 N N O T 0 N N F F 0 0 N N F- -1 F- -1 F- -1 F- F F - o 0 `r' OPEN TO BELOW I 0 0 10 LO T T 25' - 0" 24' - 0" 24' - 0" 24'- 0" 24'- 0" 24' - 0" 25' - 0" 25'- 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 2 3 4 5 6 7 8 9 10 11 12 13 9 10 11 12 13 n 1 St Floor Plan 1/16" = 1'-0"2nd Floor Plan 4) 1/16" = 1'-0" Building Use Plan Project number - Date 08/07/20 Drawn by Smidt Co. Latest Revision 12/11/20 A1 04 1 Scale a - CD c� 0 N 0 N N C\r,' r N N East 1 " = 10'-0" 4" THICK INSULATED METAL WALL PANELS WITH TEXTURED STUCCO FINISH 24 GAUGE EAVE TRIM 4" THICK INSULATED METAL WALL PANELS WITH TEXTURED STUCCO FINISH 24 GAUGE RAKE TRIM 5'-0" � 14'-0" �5'-0" � 17'-6" �5'-0" � 21'-0" �5'-0" � 21'-0" �5'-0" � 17'-6" �5'-0" � 14'-0" �5'-0" 24 GAUGE TRAPEZOIDAL SNAP STANDING SEAM ROOF PANELS 140'- 0" 24 GAUGE EAVE TRIM NUSS TRUCK & EQUIPMENT 3593 CHELSEA RD cq. MONTICELLO, MN 24 GAUGE TRAPEZOIDAL SNAP STANDING SEAM ROOF PANELS n North G 1 " = 1 0'-0" South 1 " = 10'_0., 5'-0" 1 20'-0" 1 5'-0" 1 17'-6" 15'-0" I 20'-0" 1 5'-0" 1 17'-6" 1 5'-0" I 8'-0" 14'-0" 8'-0" 1 14'-0" 10'-0" 14'-0" 10'-0" 14'-0" 10'-0" 14'-0" 10'-0" 14'-0" I 7'-0" I 16'-0" 1 7'-0" N M Lo N CV M M Lo N 24 GAUGE TRAPEZOIDAL SNAP 4" THICK INSULATED METAL WALL PANELS 4" THICK INSULATED METAL WALL PANELS STANDING SEAM ROOF PANELSWITH TEXTURED STUCCO FINISH WITH TEXTURED STUCCO FINISH - 24 GAUGE TRAPEZOIDAL SNAP j' 24 GAUGE EAVE TRIM 24 GAUGE EAVE TRIM STANDING SEAM ROOF PANELS 7'-0" 1 16'-0" I 7'-0" I 14'-0" 1 10'-0" 14'-0" 1 10'-0" 14'-0" 1 10'-0" 14'-0" 1 10'-0" 1 14'-0" 1 8'-0" 14'-0" 1 8'-0" 15'-0" I 17'-6" 1 5'-0" 1 20'-0" 1 5'-0" 1 17'-6" 15'-0" I 20'-0" 1 5'-0" West 1 " = 10'-0" 24 GAUGE EAVE TRIM N co N N N O N -RUCK & EUUIPP 93 CHELSEA RC ONTICFLLO. MN k_avow A 11 i u MACK IN IN 0 — ) ( 0 = — 0=SOD f IF 01 ly HSID I L 20' X 40' DISPLAY RAMP 2.5" GRAY TRAP ROCK SOD 2.5" GRAY TRAP ROCK 'EE I 947.33 ALTERNATE FLAG POLE / B LANDSCAPING AREA SOD SOD 11711111 20' X 40' DISPLAY RANP 2.5" GRAY TRAP ROCK '.5" GRAY -RAP ROCK 2.5" GRAY TRAP ROCK 25" GRAY TRAP ROCK SOD BLACK METAL EDGING TYPICAL SIGN FOR ALL PLANTING BEDS I FLAG POLE I 2.5" GRAY TRAP ROCK I I I I I 482.43 I I SOD I I I I NUSS TRUCK & EQUIPMENT 35°13 CNEL_SEA ROAD client: I IONTICEL_L_O/ MN scale date revision III = 301 - 011 12/03/2020 drawn by checked by drawing # ALAN S. LPI PROJECT NOTES: SOD ALL AREAS NOT SPECIFIED AS ROCK OR MULCH BED CONTRACTOR SHALL PROVIDE ONE-YEAR, ONE -TINE FREE REPLACENENT GUARANTEE ON ALL PLANT NATERIAL BEGINNING AT TINE OF FINAL PROJECT ACCEPTANCE ALL PLANT NATERIAL TO BE SOURCED FROIY LOCAL, LICENSED, STATE INSPECTED NURSERIES UNDERGROUND IRRIGATION SHALL BE PROVIDED FOR TREES, SHRUBS, PERENNIALS, AND SODDED AREAS OWNER SHALL BE RESPONSIBLE FOR NAINTENANCE AFTER ACCEPTANCE OF THE WORK CONPLETED PLANTING BEDS FOR SHRUBS SHALL HAVE 4 OZ NIN WEED BARRIER FABRIC, 4" THICKNESS OF 2.5" GRAY TRAP ROCK, d BORDERED BY 1/8" X 4" BLACK STEEL EDGING DOUBLE SHREDDED DARK BROWN NULCH WILL BE PLACED AROUND BASE OF EACH TREE PLANTED IN SOD AREAS AT A 4" THICKNESS ACI CALCULATIONS: 53 TREES X 2" CALIPER = 10(o ACI PROPOSED 10.33 ACRES X 10 ACI PER ACRE = 104 ACI REQUIRED NORTH SCALE: I'' = 30' — 0" 505.88 STEEL EDGING 2.5" GRAY TRAP ROCK 947.33 — — — FENCING — — — — — — — — — — — — — SOD SOD SOD — — — — — — -- STEEL EDGING 0 �' I 25" GRAY TRAP ROCK ® BLACK METAL I { j EDGING TYPICAL • SIGN FOR ALL PLANTING BEDS SHREDDED IYULCH SOD I� i FLAG IPOLLE is 201 X 401 PAVER PATIO I PERIIYETER FENCING \ 2011 X 4011 RANPAY DAPPAY I •I L� 2.5" GRAY TRAP ROCK EI'NPLOYEE PARKING 25" GRAY ® TRAP ROCK _ _ I MR 2.5" GRAY TRAP ROCK '.5" GRAY -RAP ROCK 2.5" GRAY TRAP ROCK I 482.43 I SC I I 20' X 40' DISPLAY > 20' X 40' RAI'NP i DISPLAY • RAMP • EIYPLOYEE PARKING 0 • * 0 od SHREDDED IYULCH ®25" GRAY O SOD O ® ® • • STEEL EDGING + Q TRAP ROCK '� "� � � � O SOD SOD ® 1 ® • • • STEEL EDGING SOD FIB OPT STEEL EDGING STEEL EDGING ® • PED RELOCATED 2.511 GRAY • _ TRAP ROCK - 0. CK � t _ 947.41 SOD _ PEREIYITER FENCING 464'-bZ " 4d 70 216'-a" CHELSEA ROAD SYIYBOL QUANTITY SIZE LATIN NAI'NE C01YI'NON NAI'NE 71' 40' 77' • 12 2" B d B ACER X FREEI'NANI 'JEFFERSRED' AUTUNNBLAZE IY PLE 6 2" B B IYALUS 'PINK SPIRES' PINK SPIRES CRABAPPLE 8 2" B B B YALUS UEWELCOLE' RED JEWEL FLOWERING CRABAPPLE ACI CALCULATIONS: 64 TREES X 2" CALIPER = 128 ACI PROPOSED PROJECT NOTES: 6' B d B PICEA PUNGENS 'FAT ALBERT' 10.33 ACRES X 10 ACI PER ACRE = 104 ACI REQUIRED DESIGN BY: 38 FAT ALBERT COLORADO BLUE SPRUCE NUSS TRUCK & EQUIPMENT 3513 CHELSEA ROAD client: �IO^TCELLO/ �I N scale date revision 01/20/2021 01/07/2021 111 = 301 — 011 12/03/2020 01io8i2021 drawn by checked by drawing # ALAN S. (o5l-24 —57 (o ALL PLANT IYATERIAL TO BE SOURCED FROIY LOCAL, LICENSED, STATE INSPECTED NURSERIES LPI SUPERIOR LANDSCAPE $ IRRIGATION SOD ALL AREAS NOT SPECIFIED AS ROCK OR MULCH BED 51 DECIDUOUS SHRUBS 490 VILLUAYE AVE SOUTH ST. PAUL, `IN 55075 CONTRACTOR SHALL PROVIDE ONE-YEAR, ONE -TINE FREE REPLACEI'NENT GUARANTEE ON ALL PLANT I'NATERIAL BEGINNING AT TIME OF FINAL PROJECT ACCEPTANCE 42 EVERGREEN SHRUBS 133 ORNAMENTAL GRASSES 20 5 GALLON HYDRANGEA PANICULATA 'RENSUN' STRAWBERRY SUNDAE HYDRANGEA (o5l-24 —57 (o ALL PLANT IYATERIAL TO BE SOURCED FROIY LOCAL, LICENSED, STATE INSPECTED NURSERIES 44 5 GALLON PHYSOCARPUS OPULIFOLIUS HOOGI021 LITTLE JOKER NINEBARK UNDERGROUND IRRIGATION SHALL BE PROVIDED FOR TREES, SHRUBS, PERENNIALS, AND SODDED AREAS 87 2 GALLON SPIREA BETULIFOLIA 'TOR GOLD' GLOW GIRL SPIREA OWNER SHALL BE RESPONSIBLE FOR IYAINTENANCE AFTER ACCEPTANCE OF THE WORK COIYPLETED PLANTING BEDS FOR SHRUBS SHALL HAVE 4 OZ I'NIN WEED BARRIER FABRIC, 4" THICKNESS OF 2.5" GRAY TRAP ROCK, $ BORDERED BY I/8" X 4" BLACK STEEL EDGING NORTH 0 4 IS GALLON JUNIPERUS VIRGINIANA 'SKYROCKET' SKYROCKET JUNIPER DOUBLE SHREDDED DARK BROWN I'NULCH WILL BE PLACED AROUND BASE OF EACH TREE PLANTED IN SOD AREAS AT A 4" THICKNESS 0 38 5 GALLON PICEA ABIES 'PUIYILA' DWARF NORWAY SPRUCE Ir 133 1 GALLON CALAYAGROSTIS ACUTIFLORA 'KARL FOERSTER' FEATHER REED GRASS 'KARL FOERSTER' SCALE: I'' = 301 - 011 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.25 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0825 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.25 ////7 0. 0.25 0, 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0., 0.3 0.4 0.4 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.4 0.4 0.4 0.3 .2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 OD O.ry / 0.4 0.4 0. 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Standard Reflectance of 80/50/20 unless noted otherwise 2. Not a Construction Document, for Design purposes only 3. Standard indoor calc points @ 30" A.F.F. unless noted otherwise 4. Standard outdoor calc points @ Grade unless noted otherwise 5. Mlazgar Associates assumes no responsibility for installed light levels due to field conditions, etc. Calculation Summary Label CalcType Units Av_q Max Min Avg/Min Max/Min CalcPts 1 Illuminance Fc 0.95 14.5 0.0 N.A. N.A. Luminaire Schedule Symbol Qty Label Description Arrangement Lum. Lumens Lum. Watts LLF �] 8 AA PRV-XL-C75-D-UNV-T3-BZ SINGLE 26120 176 0.900 �] 7 BB PRV-XL-C75-D-UNV-T4-BZ SINGLE 26098 176 0.900 4 CC PRV-XL-C75-D-UNV-T5-BZ XTOR613 XTOR12B BACK -BACK SINGLE 28129 176 0.900 [� 10 DD 6129 58 0.900 [� 11 FF SINGLE 12728 102 0.900 V Q L0 E U Zo V) V) LLJrpt 00 Q Z 1 0 Q ; � CL N N Q cy) LLJ 3 ���� �= 3 N Lu Q H (D Q N U O Q C � O z UJ Q wcz JU 112- F- V) L1J � Z �-- = V) Z Page M of 1 O N O �o O U O CV O Revisions Zv O �o O O CV O CCL 4M � m CV LL � � NUSS TRUCK AND KNOW ALL PERSONS BY THESE PRESENTS: That _________, owner of the following described property situated in the County of Wright, State of Minnesota, to wit: Lot 3, Block 1, OTTER CREEK CROSSING 5TH ADDITION. (Torrens Property) and Outlot A, OTTER CREEK CROSSING 6TH ADDITION. (Torrens Property) Has caused the some to be surveyed and platted as NUSS TRUCK AND EQUIPMENT ADDITION. In witness whereof said -------- has caused these presents to be signed by its proper officer this day of 20 Signed: -------------- Printed Name Title STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me this day of , 20 , by of ------------------- a ------ -------- on behalf of the ----- ----------- Signature Name Printed Notary Public, County, Minnesota My Commission Expires I Trace C. McCoy, 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 20 Trace C. McCoy, Licensed Land Surveyor STATE OF MINNESOTA Minnesota License No. 44531 COUNTY OF WRIGHT The foregoing Surveyor's Certificate was acknowledged before me this day of 20 by Trace C. McCoy, Land Surveyor, Minnesota License No. 44531. Signature Name Printed Notary Public, County, Minnesota My Commission Expires CITY OF MONTICELLO PLANNING COMMISSION Be it known that at a meeting held on this day of 20 the Planning Commission of the City of Monticello, Minnesota, did hereby review and approve this plat of NUSS TRUCK AND EQUIPMENT ADDITION. Chairperson Secretary CITY COUNCIL, CITY OF MONTICELLO, MINNESOTA This plat of NUSS TRUCK AND EQUIPMENT ADDITION was approved and accepted by the City Council of the City of Monticello, Minnesota, 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. Mayor City Administrator WRIGHT COUNTY SURVEYOR I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of 20 Wright County Surveyor WRIGHT COUNTY AUDITOR Pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes on the land hereinbefore described on this plat and transfer entered this day of 20 By: Deputy WRIGHT COUNTY TREASURER Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable for the year 20 on the land hereinbefore described have been paid this day of 20 By: Deputy REGISTRAR OF TITLES, WRIGHT COUNTY, MINNESOTA Certificate Number I hereby certify that this instrument was filed in the office of the Registrar of Titles for record on this day of 20 , at o'clock .M., and was duly recorded in Cabinet No. , Sleeve , as Document No. Wright County Registrar of Titles EQUIPMENT ADDITION FOR CITY SUBMITTAL 12I07I220220 \. \ NOTE: ' \ THE DRAINAGE AND UTILITY EASEMENTS ADJOINING THE COMMON LINE 4 4866 ° OF OUTLOT A, OTTER CREEK CROSSING 6TH ADDITION AND LOT 3, BLOCK 1, OTTER CREEK CROSSING 5TH ADDITION, DEDICATED IN SAID PLATS, AND THE EASEMENT RECORDED AS DOC. NO. A 940587 HAVE BEEN VACATED BY CITY OF MONTICELLO RESOLUTION NO. RECORDED AS DOCUMENT (J 6, ,' \ `\ -' \ N0. . \.cam `J Ik \ DRAINAGE AND UTILITY---, EASEMENT AS SHOWN ON THE PLAT OF OTTER CREEK CROSSING 6TH ADDITION '% � •cam � \ . 531 < OSSy<<` G / \ • \ \`• L O T 1 BLOCK 1 --NORTHWEST CORNER OF THE �\ I ��\ \�` <\ SOUTHWEST 1/4 OF SECTION �� / J �c'o • p I 10, T. 121, R. 25 (FOUND i WRIGHT COUNTY MONUMENT) --NORTH LINE OF THE �\ SOUTHWEST 1/4 OF S 88'50'00" E SECTION 10, T. 121, R. 25 \� i --- _ --2239.23 --- • - �— \ �\ \ ��� 44531 -� srpo 0- \ X07 s�c9 j ` �'--,`o <� 11 �� s, "-DRAINAGE AND UTILITY \ v -P EASEMENT AS SHOWN ON O,c.9sI- <, '� THE PLAT OF OTTER CREEK ° 0r -f" � �) /'� CROSSING 5TH ADDITION VICINITY MAP SECTION 10, T. 121, R. 25, WRIGHT COUNTY, MN 0 1000 2000 3000 GRAPHIC SCALE IN FEET 1 INCH = 1000 FEET C.S.A.H. NO. 39 17 Al \ Gj -LNSgF� / 0 i i�j BEARING ORIENTATION: <\ THE NORTH LINE OF THE SOUTHWEST 114 OF SECTION 10, T. 121, R. 25 IS - ASSUMED TO BEAR S 88°50'00" E. • DENOTES IRON MONUMENT FOUND Q DENOTES CAST-IRON MONUMENT FOUND DENOTES RESTRICTED ACCESS 0 100 200 300 GRAPHIC SCALE IN FEET 1 INCH = 100 FEET 2 0 U z W CID U) 0 00 CO z U) J 0 a W z z 2 0 0 CO w F - Z) U) T w Z) z w a z W X 0 wsb December 17, 2020 Matt Leonard City Engineer/Public Works Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Nuss Equipment Preliminary/Final Plat & Civil Plans — Engineering Review City Project No. 2020-026 WSB Project No. R-016793-000 Dear Mr. Leonard: We have reviewed the Nuss Equipment concept plans dated December 7, 2020. The applicant proposes to construct a 49,000 square foot vehicle storage/repair building and a 7,000 square foot sales/parts office. The documents were reviewed for general conformance with the City of Monticello's general engineering and stormwater treatment standards. We offer the following comments regarding these matters. Preliminary/Final Plat & General Comments: 1. There is an existing 20' drainage and utility easement bisecting the property. The applicant has noted this as being vacated with the proposed plat. The City is fine with vacating in the original location, but a 20' wide easement will then be needed adjacent to the westerly property line. Traffic & Access: 2. The site would generate approximately 237 daily trips, 24 AM peak hour trips and 28 PM peak hour trips. The addition of the proposed traffic would not have an adverse impact on roadway capacity or operations. 3. The site plan submitted proposes three access locations. The middle access is located in close proximity to the existing access on the south side of Chelsea, but not aligned with it. Eliminate one of the access points and either shift the middle access further west or align it across from the existing access to the south in order to reduce adverse impacts with vehicular movements. Site Plan (Sheet CU 4. Line up the pedestrian curb ramps for the proposed sidewalk across the access/entrances. Move the sidewalk to closer to roadway to eliminate the curvy alignment, with a minimum of a 4' boulevard between to the back of curb. K:\016793-000\Admin\Docs\2020-12-11 Submittal\_2020-12-17 LTR Nuss Equipment Concept Plan - WSB Plan Review.docx City of Monticello — Nuss Equipment Preliminary/Final Plat & Civil Plans — WSB Engineering Plan Review December 17, 2020 Page 2 5. Note and show the hatching of the bituminous patching on Chelsea Road. The bituminous shall be replaced in-kind. Grading & Drainage Plan (Sheet C2): 6. Below are General Stormwater Requirements for the Site: a. The applicant will be required to submit a stormwater management plan for the proposed development in accordance with the requirements in the City's Design Manual b. This site was designed to drain to the regional stormwater pond on the south side of Chelsea Rd. within the MBC site. The pond will provide rate control for the site based on a curve number of 88. c. The new site will need to provide onsite volume control for runoff of 1.1" over the new impervious area, Pre-treatment measures are required prior to discharging to the volume control BMPs. d. An operation and maintenance plan for all stormwater BMPs is required and should be submitted with the stormwater report for review. e. The site is outside of the DWSMA and is not subject to requirements of the City's Wellhead Protection Plan. Sanitary Sewer & Watermain Plan (Sheet C3): 7. Watermain, sanitary sewer, and storm sewer utilities shall be designed in accordance with the applicable City Subdivision Ordinances and the City's General Specifications and Standard Details Plates for Street and Utility Construction. 8. Watermain looping may be required through the site to provide adequate fire flow supply. The building department will review the hydrant spacing, but at minimum add one additional hydrant to the north side of the site. 9. The building department will review the site for emergency vehicle access/circulation. Fire truck circulation will need to accommodate the City's ladder truck, provide an exhibit showing turning movements. 10. Add a note to the plans stating that the City will not be responsible for any additional costs incurred associated with variations in the utility as -built elevations. These elevations shall be verified in the field prior to construction. 11. Note class of watermain pipe. 12. Turn off the existing/proposed contours on this sheet. 13. Confirm if proposed sewer flows will constitute the need for an 8" pipe. 14. Where the watermain crosses either sanitary or storm sewer, note "Maintain 18" Separation, 4" Rigid Insulation". Storm Sewer Plan (Sheet C4) and: 15. Reroute the storm sewer that runs directly adjacent to the west of the building as this area is indicated as future building expansion. City of Monticello — Nuss Equipment Preliminary/Final Plat & Civil Plans — WSB Engineering Plan Review December 17, 2020 Page 3 16. The following segments of storm sewer are undersized according to the provided calculations, this will result in ponding in the parking lot during the 10 -yr storm event: • MH -16 to MH -14 • MH -14 to CB -13 • CB -13 to CB -11 • CB -11 to STUB • CB -35 to CB -34 • CB -34 to CB -33 • CB -33 to CB -32 • CB -32 to CB -31 • CB -31 to STUB 17. Provide the Flow (Q) to each catch basin in the storm sewer sizing spreadsheet. 18. A detail was included for subgrade draintile. If draintile is proposed, show and note the location on the plan. Stormwater Management 19. This parcel was planned to drain to a regional pond in the Monticello Business Center (MBC). The pond in MBC will provide rate control for this parcel for a curve number of 88. The weighted curve number for the proposed site is 93. A curve number of 88 would correlate to 82.5% impervious or 8.67 acre of impervious for this site. Additional onsite rate control is required to meet rates for a site with a curve number of 88. 20. Volume Control measures to capture and retain 1.1" of runoff from the impervious surface are required to meet the water quality requirement. Sequencing out of the volume control requirement is outlined in the City Design Manual where it is not feasible for projects to meet the volume control standard. Provide soil borings for the site so that groundwater elevation can be reviewed. SWPPP (Sheet C5): 21. An NPDES/SDS Construction Storm Water General Permit (CSWGP) shall be provided with the grading permit or with the building permit application for review, prior to construction commencing. 22. How the use of erosion control blanket where the slopes are 4:1 or steeper. 23. A full review of the erosion/sediment control plan will be conducted with final construction plans. Existing Conditions & Removal Plan (Sheet C6): 24. At minimum, note the existing invert information for the sanitary and storm sewer structures where the service stubs connect. 25. Note the width of the bituminous removals on Chelsea Road. Show the saw -cut line as more of a straight cut. Standard Details Plan (Sheet C7, C8): 26. The applicant is responsible for designing the pavement sections to meet the requirements of heavy trucks/equipment. City of Monticello — Nuss Equipment Preliminary/Final Plat & Civil Plans — WSB Engineering Plan Review December 17, 2020 Page 4 27. In the inset for the sidewalk typical section (light duty concrete pavement), reference the City's standard detail (#5012) and update the materials/thicknesses. The detail requires either 6" of class 5 or 12" of select granular borrow. 28. Add the City details for hydrants (#2001), gate valve (#2003), and watermain offset (#2005), erosion control blanket (#6011), The City, or agents of the City, are not responsible for errors and omissions on the submitted plans. The owner, developer, and engineer of record are fully responsible for changes or modifications required during construction to meet the City's standards. Please have the applicant provide a written response addressing the comments above. Feel free to contact me at 763-287-8532 if you have any questions or comments regarding the engineering review. Sincerely, WSB James L. Stremel, P.E. Senior Project Manager DEPARTMENT OF TRANSPORTATION January 6, 2021 Mr. Ryan Melhouse City of Monticello 505 Walnut Street Monticello, MN 55362 RE: C.S. 8680; R.P. 192+00.447 (1 94) Nuss Truck and Equipment Addition Plat City of Monticello/Wright County, Minnesota Dear Mr. Melhouse: District 3 - Planning 7694 Industrial Park Road Baxter, MN 56425 218/828-5700 or 1-800-657-3971 The Minnesota Department of Transportation (MnDOT) has reviewed the above -referenced plat in compliance with the provisions of Minnesota Statutes 505.03, Plats and Surveys. MnDOT would like to offer the following comments/recommendations: 1. There does not appear to be discrepancies or encroachments affecting the state right of way requiring action at this time. 2. There shall be no net increase in storm water runoff to the Interstate 94 right of way from said property. Computations of all storm water directed toward the right of way shall be provided to MnDOT. Contact Mark Renn, District 3B Permits Supervisor, at 320/223-6522 for additional information. Since the property abuts MnDOT right of way, a permit is required to perform any work in the right of way. Contact the above-mentioned District 3 Permits Supervisor for additional information. If you have any further questions or comments, please call me at 320/223-6526. Sincerely, Tom Cruikshank Principal Planner ecc: MnDOT District 3 Development Review Committee An equal opportunity employer DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT (Developer Installed Improvements) NUSS TR UCK AND EQ UIPMENT ADDITION AGREEMENT dated , 2021, by and between the CITY OF MONTICELLO, a Minnesota municipal corporation ("City"), and B & G PROPERTIES OF ROCHESTER LLC, a Minnesota limited liability company (the "Developer" and "Owner") 1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat and Planned Unit Development approval for Nvss TxvcKAND EQUIPMENT ADDITION (referred to in this Contract as the "plat" and the "Development") consisting of 10.5 total acres zoned as Industrial Business Campus (IBC) and Highway Business (B-3). The Developer is seeking approval to rezone the property to Planned Unit Development (PUD) and construct a 45,575 square foot facility for sales and service of trucks, machinery and construction equipment, with an outdoor gravel -surfaced storage area. The property is situated in the County of Wright, State of Minnesota, and is legally described on the attached Exhibit "A". 213454vl 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 Registrar of Titles within 100 days after the City Council approves the final plat or the execution of this Contract, whichever occurs later. The City also grants approval of rezoning the property to a Planned Unit Development ("PUD") provided the Development is consistent with the conditions of this Contract and the specific City conditions and requirements set forth in City Resolution 2021- adopted by the Monticello Council on Report dated and subject to the conditions of Exhibit Z of the Staff 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. The plat is not a phase of a multi -phased preliminary plat. 5. PRELIMINARY PLAT STATUS. This plat is not part of a phased development. 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 2 213454v1 required by state or 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 and official controls. 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 I-1 District (Light Industrial), 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) I-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 building plans, final grading and drainage plans, final utility plans, and final landscaping plans. 9. DEVELOPMENT PLANS. The plat 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: 213454v1 Plan A - Plat Plan B - Final Grading, Development, and Erosion Control Plan Plan C - Sanitary and Water Utility Plan Plan D - Storm Sewer Utility Plan Plan E - Landscape Plan Plan F - Street Lighting Plan Plan G — Signage plans Plan H — Building Plans, fagade elevations and typical architectural design plans Plan I - Details Plan Plan J — Vehicle Access Plan 10. IMPROVEMENTS. The Developer shall install and pay for the following: A. Sanitary Sewer System B. Water System C. Storm Sewer System D. Concrete Curb and Gutter E. Site Grading, Ponding, and Erosion Control F. Underground Utilities G. Setting of Iron Monuments H. Surveying and Staking I. Street Lights 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 4 213454v1 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 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 PUD Resolution, and I-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 213454v1 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 30, 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 between August 15th and October 15th 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 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 6 213454v1 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 credit to pay any costs. No development, utility or street construction will be allowed and no building permits will be issued unless the Development 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. The plans 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 7 213454v1 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 parry 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 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. 213454v1 20. CITY ENGINEERING ADMINISTRATION AND CONSTRUCTION OBSERVATION. 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 four percent (4.0%), of the estimated construction cost of the Public Improvements, assuming normal construction and project scheduling. Developer will provide a $2,000 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 City's adopted fee schedule. The cost of the construction observation is included in the four percent (4%) 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 their 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 $3,450 9 213454v1 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 shall be paid from the escrow 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. 21. CITY PLANNING, LEGAL AND ADMINISTRATION. A. The Developer shall submit an escrow deposit for fees for City staff administration, planning and legal expenses 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%) of the estimated construction cost of the Public Improvements, assuming normal construction and project scheduling. Developer will provide a $2,000 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. B. The fees owed by the Developer to the City under this Section 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 10 213454v1 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. 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 Development is subject to a storm sewer area charge of $169,943.62. The area charge is based on the gross area of the final Development less any area credit for pond area, and is calculated as follows: Base Storm Sewer Area Charge $6,000.00 x 10.46 acres = $62,760.00 Alternate Storm Sewer Area Charge $10,247.00 x 10.46 acres = $107,183.62 The total storm sewer area charge for the Development of $169,943.62 shall be assessed against the property if not paid by the Developer in cash at the time of final plat approval at Developer's option. If the fees are assessed at the time of final plat, the assessments will be levied over 10 years at an interest rate of 2% over prime as published in the Wall Street Journal at the time of assessment per annum on the remaining principal balance each year. Interest will begin to accrue on the principal balance commencing on the date of the final plat approval by the City of 11 213454v1 Monticello. The Alternate Storm Sewer charge is in addition to the fees listed in the First Amendment to Pre -Development Agreement dated March 30th, 2005, due to a fee for offsite water quality treatment. During the design process onsite infiltration was determined to not be feasible so the City will provide offsite water quality treatment. 24. SANITARY SEWER AREA CHARGE. The Development is subject to a sanitary sewer area charge of $41,787.70. The area charge is based on the gross area of the final plat and is calculated as follows: $3,995.00 x 10.46 acres = $41,787.70 The Developer shall be assessed or shall pay the sanitary sewer area charge in cash at the time of final plat approval at developer's option. If the fees are assessed at the time of final plat, the assessments will be levied over 10 years at an interest rate of 2% over prime as published in the Wall Street Journal at the time of assessment per annum on the remaining principal balance each year. Interest will begin to accrue on the principal balance commencing on the date of the final plat approval by the City of Monticello. 25. WATER MAIN AREA CHARGE. The Development is subject to a water main area charge of $30,898.84. The area charge is based on the gross area of the final plat and is calculated as follows: $2,954.00 x 10.46 acres = $30,898.84 The Developer shall be assessed or shall pay the sanitary sewer area charge in cash at the time of final plat approval at developer's option. If the fees are assessed at the time of final plat, the assessments will be levied over 10 years at an interest rate of 2% over prime as published in the Wall Street Journal at the time of assessment per annum on the remaining principal balance each 12 213454v1 year. Interest will begin to accrue on the principal balance commencing on the date of the final plat approval by the City of Monticello. 26. POND AREA CHARGE. The Development is subject to a pond area charge of $17,154.40. These charges are per the First Amendment to Pre -Development Agreement dated March 30t', 2005. The area charge is based on the gross area of the Property less any area credit for pond area, and is calculated as follows: $1,640.00 x 10.46 acres = $17,154.40 The Developer shall be assessed or shall pay the sanitary sewer area charge in cash at the time of final plat approval at developer's option. If the fees are assessed at the time of final plat, the assessments will be levied over 10 years at an interest rate of 2% over prime as published in the Wall Street Journal at the time of assessment per annum on the remaining principal balance each year. Interest will begin to accrue on the principal balance commencing on the date of the final plat approval by the City of Monticello. 27. PARK DEDICATION AND TRAILS. Not applicable. 28. SPECIAL PROVISIONS. The following special provisions shall apply to plat development: A. Implementation of the recommendations listed in the City Council Conditions of Approval dated and B. Implementation of the recommendations listed in the December 17, 2020 City engineering report. C. Implementation staff recommendations of the conditions listed in Exhibit Z from the Planning Commission Agenda dated January 5, 2021. 13 213454v1 D. 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 $300.00 security for the final placement of interior subdivision iron monuments at property corners. The security was calculated as follows: 1 unit 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. D. The Landscaping shall be completed as per the approved Landscaping Plan. The Developer is responsible for providing a cost estimate for site landscaping including trees, shrubs, sod, irrigation, rock mulch, seed, fences, etc. The City will retain the surety for one (1) year after installation. Upon satisfactory completion of the required landscaping the escrow funds, without interest, less any draw made by the City, shall be returned to the person who deposited the funds with the City. If the required landscaping is not installed, the City is granted a license to enter upon the lost(s) and install the landscaping using the escrowed funds deposited by the Developer at the time that the building permit was issued. E. The PUD and Development are subject to City Council approval of the vacation of public drainage and utility easements in the area of building construction impact. F. The PUD and Development approval are subject to compliance with MnDOT's comments and conditions, if any. G. 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 14 213454v1 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. H. Special assessments payable pursuant to the Second Amendment to Assessment Agreement, recorded November 28t', 2017, as document number T32454, shall be paid in the manner set forth in the Second Amendment to Assessment Agreement. The obligations of the Second Amendment to Assessment Agreement run with the land. 29. 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 $35,375.00, plus a cash fee of $7,450 for City engineering, expenses and administration. The amount of the security was calculated as follows: CONSTRUCTION COSTS: Sanitary Sewer $NA Watermain $NA Storm Sewer/Draintile/Infiltration Basin $NA Pond $NA Internal Streets $NA Sidewalks $28,000.00 Retaining Walls $ CONSTRUCTION SUB -TOTAL (ESTIMATED) $28,000.00 OTHER COSTS: $ 00.00 Lot Corners/Iron Monuments $ 300.00 15 213454v1 TOTAL COSTS $28,300.00 TOTAL SECURITIES: Total Costs X 125% $35,375.00 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) 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. B. To guarantee compliance with the terms of this agreement, the Developer shall furnish the City with another letter of credit, in the form attached hereto, from a bank ("security") for $218,415.00 for landscaping and grading. The amount of the security was calculated as follows: Landscaping Grading 213454v1 $ 31,500.00 16 TOTAL $ 218,415.00 30. 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* City Administration (2%) $ Incl. Above* Engineering and Inspection (4%) $ 2,000.00* Engineering (grading) (3%) $ 3,450.00 Total Cash Requirements $ 7,450.00 * Fees reconciled to actual expenses at close of project. 31. 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 public improvements 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 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. The City standard specifications for utilities construction identify the procedures for final acceptance of utilities. 17 213454v1 32. 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 contract assessed to the properties herein„ the assessments will be levied 18 213454v1 over 10 years at an interest rate of 2% over prime as published in the Wall Street Journal at the time of assessment per annum on the remaining principal balance each year, with interest accruing on the principal balance beginning on the date of final plat approval by the City of Monticello.. 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 arc 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. 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 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. 19 213454v1 When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 34. MISCELLANEOUS. 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. 20 213454v1 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. 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 21 213454v1 provide that the City must be given ten (10) days advance written notice of the cancellation of the insurance. 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. 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. 35. 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: 22 213454v1 B & G Properties of Rochester LLC 30 Third Street SE, Suite 400 Rochester, MN 55904 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, Suite 1 Monticello, MN 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, MN 55121 Remainder of page intentionally left blank. Signatures on the following pages. 23 213454v1 CITY OF MONTICELLO (SEAL) n STATE OF MINNESOTA ) ( ss. COUNTY OF WRIGHT ) Lloyd Hilgart, Mayor Rachel Leonard, City Administrator The foregoing instrument was acknowledged before me this day of , 2021, by Lloyd Hilgart and by Rachel Leonard, 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 24 213454v1 DEVELOPER: B & G PROPERTIES OF ROCHESTER LLC Its: STATE OF MINNESOTA ) ( ss. COUNTY OF 1 [print name] [title] The foregoing instrument was acknowledged before me this day of , 2021, by the of B & G Properties of Rochester LLC, a Minnesota limited liability company, on behalf of the entity. Notary Public "D:: 0 Campbell Knutson Professional Association Grand oak Office Center I 860 Blue Gentian Road, #290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ 25 213454vl EXHIBIT "A" Legal description Lot 1, Block 1, Nuss Truck and Equipment Addition, according to the recorded plat thereof, Wright County, Minnesota. 26 213454v1 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 of Titles 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 , 2021. [print name] Its [title] STATE OF COUNTY OF The foregoing instrument was acknowledged before me this day of 2021, by the of a , on behalf of the 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 27 2134541 FEE OWNER CONSENT TO DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT , a , fee owner of all or part of the subject property, the development of which is governed by the foregoing Development Contract and Planned Unit Development Agreement, affirms and consents to the provisions thereof and agrees to be bound by the provisions as the same may apply to that portion of the subject property owned by it. Dated this day of 12021. Its STATE OF MINNESOTA ) (ss. COUNTY OF 1 The foregoing instrument was acknowledged before me this _ 2021, by , the _ a Minnesota behalf of the entity. 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 day of [print name] [title] rITI on 28 213454vl 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 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 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. Its 29 213454v1 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: () Claims Made () 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 30 2134541 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: Insurance Company: (X) Any Auto LIMITS: [Minimum] Bodily Injury: $500,000 each person Property Damage: $500,000 each occurrence Combined Single Limit Policy: Expiration Date: $1,000,000 each occurrence $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 1621 BY: Authorized Insurance Representative 31 2134541 SUMMARY OF EXPENSES/FINANCE PLAN Phase 1 January 20th, 2020 - v4 Total Acres in Development 10.46 gross 10.51 net Total Acres in Phase 10.46 gross 10.51 net Total Units in Development Total Units in Phase Trunk Area Charges City Administration, Legal & Planning 2.00% Acreage Acres or Credits Net Notes Limited to public sidewalk construction only Construction total for purpose of calculating other fees Charge Units Inspector /Engineer cost reconciled at project completion ssessment INA 3.00% $35,375.00 Park & Pathway Dedication $3,450.00 Actual; cost reconciled at project completion/Min. of $2000 Erosion & Sediment Control Inspection Not applicable as of 12/20 for commercial/industrial Special Assessments Sidewalk Review & Inspection Chelsea Road $2,000.00 Actual; cost reconciled at project completion/Min. of $2000 GPS Locate 1 $60 Per Assessment Agreement, paid at closing Lift Station INA Actual; cost reconciled at project completion Total City Fees NA Booster Station $7,450.00 NA Sanitary Sewer (gross acres) $3,995 10.46 $41,787.70 2021 non-residential rate; paid at prevailing rate at time of platting Watermain (gross acres) $2,954 10.46 $30,898.84 2021 non-residential rate; paid at prevailing rate at time of platting Pond Fee $1,640 10.46 $17,154.40 Per Purchase Agrmt dated 5/24/04 and First Amendment to Pre-Dev Agrmt Storm Sewer (net acres, base fee) $6,000 10.46 $62,760.00 Per Purchase Agrmt dated 5/24/04 and First Amendment to Pre-Dev Agrmt Storm Sewer net acres, alternate ponding fee $10,247 10.46 $107,183.62 Ponding TBD; 2021 industrial rate; paid at prevailing rate at time of platting Total amount to Assess $259,784.56 Per Lot Assessment based on (#) units NA City Escrow (Based on Public Improvement Construction Costs City Administration, Legal & Planning 2.00% Based on value of landscaping $149,508 x 125% Prairie Restoration $2,000.00 Actual; cost reconciled at project completion/Min. of $2000 Engineering and Inspection Limited to public sidewalk construction only Construction total for purpose of calculating other fees $28,000.00 Lot Corners/Iron Monuments $300 1 Total Construction Cost for the purpose of calculating LOC Inspector /Engineer cost reconciled at project completion Grading, Restoration & 3.00% $35,375.00 Maximum allowable reduction prior to acceptance and bond 90.00% $3,450.00 Actual; cost reconciled at project completion/Min. of $2000 Erosion & Sediment Control Inspection Sidewalk Review & Inspection 4.00% $2,000.00 Actual; cost reconciled at project completion/Min. of $2000 GPS Locate 1 $60 #units INA Actual; cost reconciled at project completion Total City Fees $7,450.00 Public Improvement Construction Costs (Used to Calculate City Fees/Escrows/Securities) Sanitary Sewer Watermain Storm Sewer Roads, Driveways and Sidewalks/Trails Lighting, Street Signage, Mailboxes Based on value of landscaping $149,508 x 125% Prairie Restoration NA NA NA $28,000.00 NA Notes Limited to public sidewalk construction only Construction total for purpose of calculating other fees $28,000.00 Lot Corners/Iron Monuments $300 1 Total Construction Cost for the purpose of calculating LOC $300 $28,300.00 $31,530 $35,375.00 Maximum allowable reduction prior to acceptance and bond 90.00% $218,415. Site Grading Estimate 1 $115,000.00 1 Required to calculate grading escrow above ADDITIONAL REQUIRED LETTERS OF CREDIT Landscaping $186,885.00 Based on value of landscaping $149,508 x 125% Prairie Restoration Tree Preservation Grading $3,000 10.51 $31,530 Surety for plans to specifications and restoration Total Additional LO $218,415. Escrow amounts as listed in this finance plan template area written estimate of consulting and staff time and cost for plan review and inspection for the development. This may include engineering, legal, planning and environmental consultation. Should the original escrow be exceeded, the applicant or responsible party will be billed for all additional services. In signing the development agreement, the applicant is indicating that they have not relied on the estimate of fees in their decision to proceed. It is the policy of the City of Monticello to require developers to reimburse the City for costs incurred in reviewing and inspecting development projects, so that these costs are not borne by the taxpayers of the City. These costs include all of the City's out-of-pocket costs for expenses, including the City's costs for review and inspection by the City's staff, Consulting Engineer, Consulting Planner, City Attorney, or other consultants. MINUTES SPECIAL MEETING - MONTICELLO CITY COUNCIL & PLANNING COMMISSION Tuesday, September 28th, 2020 — 5:00 p.m. North Mississippi Room, Monticello Community Center Council Members Present: Mayor Brian Stumpf, Jim Davidson, Bill Fair, Lloyd Hilgart, and Charlotte Gabler Commissioners Present: Sam Murdoff, John Alstad, Paul Konsor, Commissioners Absent: Andrew Tapper and Alison Zimpfer Staff Present: Angela Schumann, Steve Grittman (NAC), Ron Hackenmueller, Matt Leonard, and Tom Pawelk 1. General Business A. Call to Order Sam Murdoff called the Special Meeting of the Monticello City Council and Planning Commission to order at 5:00 p.m. 2. Regular Agenda A. Concept Stage Planned Unit Development proposal for a Machinery & Truck Sales & Repair use Proposer: Phil Watkins Angela Schumann introduced the meeting and explained the meeting was being held to review a Concept Stage Planned Unit Development submittal and for the boards to provide preliminary feedback. Steve Grittman noted that a proposed truck and equipment dealership was submitted for Chelsea Road West on about 10 acres. The site is located in two zoning districts: B-3 (Highway Business District) and IBC (Industrial and Business Campus District). Grittman noted that the applicants have noted they would like to apply for a rezoning to the I-2 (Heavy Industrial District), which permits machinery and truck repairs and sales. It was explained that because the applicant's site plan contains some unique aspects to it and the building is not typical of what is seen along the north side of Chelsea Road West or in the City's Otter Creek Industrial Park south of Chelsea Road West. Grittman was looking for comments regarding land use, site improvements, and building aspects. Grittman reviewed the proposed concept in detail along with staff s preliminary comments and issues as noted in the staff report. Staff opened the meeting up to discussion by the boards. Brian Stumpf asked why machinery and truck repair and sales was permitted in an industrial district, but not in the B-3 District, which leans towards vehicle sales/rental/automotive type uses. Schumann explained that the B-3 is a commercial district and you are finding retail transactions between a retail establishment and a direct consumer. With machinery and truck uses, the City considers it an industrial use because you are dealing with repair and sale of vehicles not necessarily to a direct consumer. Stumpf cautioned the use of spot zoning. Grittman noted compatibility with surrounding land uses for industrial. City Council & Planning Commission Minutes (Special Meeting) — September 28th, 2020 Page 1 1 4 Sam Murdoff asked for clarification of the surrounding zoning designations. Grittman noted that that north and south of Chelsea Road West is zoned industrial with the freeway frontage being designated IBC and the south side of Chelsea Road being designated I-1. Lloyd Hilgart noted that the parcel was previously zoned industrial, but cautioned against zoning it 1-2 (Heavy Industrial). He noted that a PUD makes the most sense and recommended against an ordinance amendment to allow heavy equipment in the B-3. Hilgart also pointed out that he felt the proposed building was too small and suggested a larger building to support tax capacity goals. He also was against having a metal building for this development. Bill Fair explained that sales type uses are common in the area and that the request was compatible with surrounding land uses. He would however like to see the project apply for a PUD so that the City could have more say about building material, landscaping, and other improvements. Fair mentioned concerns about unpaved surfaces in regards to controlling dust and drainage, and also the tracking from equipment into the City's utility system. He also suggested a type of building that is compatible with other buildings in the area. Fair noted that it seemed like the business was working well in other cities that they are currently established in. Murdoff asked about the Otter Creek Business Park covenants and how far they extended. Grittman noted that they were in place by the City in Otter Creek Business Park (south of Chelsea Road). Charlotte Gabler noted that three PUDs are already in the area and that the use is similar to other uses seen in the surrounding area. She agreed with a larger building footprint with no metal treatments and adequate landscaping. Murdoff noted that he had no preference of whether to rezone to PUD or an industrial district. He felt it fit more in a B-3 District and the City should look at amending the zoning ordinance. Murdoff asked to see some of the same covenant standards in place from Otter Creek applied to this development due to high visibility and agreed with having no metal buildings. Stumpf explained the importance of keeping the uses consistent with the corridor and noted the importance of outdoor storage on the north side of Chelsea Road. Fair wanted a better understanding of how the business would plan to move trucks and equipment in and out of the site. Stumpf encouraged the use of Highway 25 to Chelsea Road. Paul Konsor was interested in learning more about the proposal's fencing. Sam Murdoff invited the applicant to explain their proposal in more details. Bob Nuss, Nuss Trucking and Equipment, provided more information about their project proposal in Monticello. Phil Watkins, Nuss Trucking and Equipment, addressed concerns that were presented. He noted that they were open to enhanced building materials, landscaping and screening, fencing, and limited City Council & Planning Commission Minutes (Special Meeting) — September 28th, 2020 Page 2 1 4 outdoor storage besides vehicle or related equipment storage. Watkins explained their request for an area that is non-concrete/bituminous for unloading and moving of equipment. The boards discussed the building materials and size of the building in detail. It was noted that they preliminarily proposed a building at 30,000 square feet, but would be open to expanding later if everything went well and the economy continued in the right direction. Hilgart noted that he would like to see the building be 40,000 square feet (nine percent building coverage) as is the standard for the B-3 District. Greg Nuss, Nuss Trucking and Equipment, explained that the reason for the size of the building was partially for energy conservation. He noted that they could still expand the building later on, but they wanted to make sure they had a team ready and could replicate their business model in Monticello. It was noted that they were not necessarily opposed to a 40,000 square foot building, but there was concerns with having too large of a building for their current needs and not having enough workers right away. It was asked if they have other buildings that have needed to be expanded. Nuss confirmed and noted that typically it would take 5-10 years before considering an expansion. Nuss indicated that the location of their possible expansion would be length wise to the west. Schumann also pointed out that there are buildings with the enhanced building coating in the community such as Monticello RV and Von Hanson's. She noted that it would be important to understand life and wear and tear on such building materials. She also explained that larger buildings are more costly to construct and that the City would not want to comprise the landscaping and screening for too much building space. She encouraged the boards and applicant to also understand where vehicles would be repaired and new vehicles would be sold and displayed. She also asked the boards to think about the amount and location of 13- 3 designated land and typical uses allowed in the B-3 and encouraged the PUD route. Fair asked for a timeframe of the proposal. Greg Nuss indicated that they would like to start construction in the spring or as soon as possible. Nuss also explained that they would be looking for asphalt millings to be placed in certain areas and would work with staff on issues such as dust control. Gabler mentioned signage on the property. Greg Nuss indicated that they were flexible on signage. It was noted that they are located in the Freeway Bonus District, which allows greater sign flexibility. The applicants indicated that they would want to put a flag on site. Hilgart reiterated his comments regarding the building size, materials, and landscaping. The applicants were willing to work with the City. The applicants asked for an understanding of timing and next steps to continue with the project. It was noted that a PUD was likely the best route to move forward with and would require submitting a land use application for development stage PUD, preliminary plat, and comprehensive plan amendment. Pending approval of those applications, the applicant would revise their plans per City Council & Planning Commission Minutes (Special Meeting) — September 28th, 2020 Page 3 14 the conditions of approval and submit for final stage PUD and final plat, which would only be considered by the City Council. Staff noted that it was up to the applicant on how they want to move applications through, but staff would work with the applicants on timing. It was noted that the project should be ready for development by the spring pending any tabling by City boards. Staff would follow up with all land use application materials, checklists, and deadline calendars for planning cycles. Schumann noted that Andrew Tapper was unable to be in attendance at the meeting, but he provided comments similar to those discussed previously regarding building materials, landscaping and screening, and outdoor storage. The applicant asked how to formulate their proposal using a certain zoning district or that it would be customized under the PUD. Grittman indicated that the PUD offers a customized zoning district that utilizes a site plan and architecture as a part of an approved package. Greg Nuss noted that their screening would be proposed to look similar to their St. Cloud facility. Hilgart asked if their outdoor storage was just for equipment. Nuss responded that their outdoor storage would be used for items other than equipment, such as buckets, and could be in a fenced in and screened area. Murdoff asked if the developer could include a boulder type landscaped design for featured truck sales or equipment. Greg Nuss entertained the idea of installing a number of display pads on the proposed site. John Alstad asked for more information on the history of the company. It was noted that the company began in 1959 in Rockford, Illinois. In the 1970's, the family moved to Minnesota and expanded their business. They are currently located in eight communities. 3. Adjournment PAUL KONSOR MOVED TO ADJOURN THE MEETING AT 6:07 P.M. JOHN ALSTAD SECONDED THE MOTION. MOTION CARRIED, 8-0. Recorder: Jacob Thunander Approved: October 6th, 2 Attest: Angela "c (untajil, Community Development Director City Council & Planning Commission Minutes (Special Meeting) — September 28th, 2020 Page 4 14 REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, January 11, 2021— 6:30 p.m. Mississippi Room, Monticello Community Center Present: Lloyd Hilgart, Jim Davidson, Charlotte Gabler, and Sam Murdoff Absent: None 1. General Business A. Call to Order & Pledge of Allegiance Mayor Hilgart called the meeting to order at 6:30 p.m. B. Approval of Agenda Councilmember Davidson moved approval of the agenda. Councilmember Gabler seconded the motion. Motion carried unanimously. C. Approval of Meeting Minutes • Special Meeting Minutes from December 14, 2020 Councilmember Gabler moved approval of the special meeting minutes of December 14, 2020. Councilmember Davidson seconded the motion. Motion carried unanimously. • Regular Meeting Minutes from December 14, 2020 Councilmember Gabler moved approval of the regular meeting minutes of December 14, 2020. Councilmember Davidson seconded the motion. Motion carried unanimously. • Special Meeting Minutes from December 30, 2020 Councilmember Gabler moved approval of the special meeting minutes of December 30, 2020. Councilmember Davidson seconded the motion. Motion carried unanimously. D. Citizen Comments None. E. Public Services Announcements/Updates • City Holiday Hours for Martin Luther King Jr. day were noted. F. Council Liaison Updates • IEDC — Jim Thares Economic Development Manager, provided an update. The commission approved appointment of Sarah Kortmansky, the 2021 Action Statement, and reviewed the Wright County Covid-19 grant program. • Planning Commission — Angela Schumann, Community Development Director, provided an update of the January 5, 2021 meeting. F. Department Update City Council Minutes January 11, 2021 Page 1 1 3 • City Administrator Update — Rachel Leonard, City Administrator, provided an updated on the following: l.Opening of additional amenities at the Monticello Community Center. 2.There is a vacant seat on the Park, Arts, and Recreation Commission. 3.Midwestem Governors Association Kick-off Summit meeting scheduled for January 13 in regard to assisting communities and workers affected by power plant closures. 2. Consent Agenda: Councilmember Davidson moved approval of the Consent Agenda. Councilmember Gabler 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 $296,218.92. B. Consideration of approving new hires and departures for city departments. Recommendation: Approved termination at Hi -Way Liquors. C. Consideration of approving the sale/disposal of surplus city property. Recommendation: No report this cycle. D. Consideration of approving appointment of Sarah Kortmansky to the Industrial and Economic Committee (IEDC), with a term expiring December 31, 2023. Recommendation: Appointment was approved. E. Consideration of appointing Eric Hagen to the Planning Commission, with a term expiring December 31, 2023. Recommendation: Appointment was approved. F. Consideration of renewing a pawn broker license for 2021 for David Corbin Helm dba Monticello Pawn, Gun, and Bargain Center at 1219 South Highway 25. Recommendation: Approved the pawn license renewal. G. Consideration of adopting Resolution 2020-01 approving a donation from Sherburne State Bank of $100 for Fire Department General Use. Recommendation: Adopted resolution accepting the donation. H. Consideration of approving the voluntary extension of the Federal Families First Coronavirus Response Act (FFCRA) benefits. Approved the extension. I. Consideration of adopting Resolution 2021-02 accepting a petition and calling for a public hearing on January 25, 2021 for vacation of a portion of drainage and utility easements as legally described for Otter Creek Crossings 5th and 01, Addition. Applicant: John Chadwick. Recommendation: Resolution was adopted and public hearing was set for January 25, 2021. J. Consideration of adopting Resolution 2021-03 approving flexibility and temporary waivers of suspensions of fees and ordinances as related to expanded outdoor dining areas and temporary signs. Recommendation: Resolution was adopted and temporary waivers of suspensions were approved. K. Consideration of adopting Ordinance 753 adopting the 2021 Monticello Official Zoning Map. Applicant: City of Monticello. Recommendation: Ordinance 753 was adopted. City Council Minutes January 11, 2021 Page 2 13 L. Consideration of approving a Conditional Use Permit for a Commercial Office Use in the CCD (Central Community District), Walnut & Cedar Sub -District. Applicant: Laestadian Lutheran Church. Recommendation: The Conditional Use Permit was approved, based on findings in said resolution. 3. Public Hearings: 4. Regular Agenda: A. Consideration of annrovina annual designations and Citv Council annointments for 2021 Jennifer Schreiber provided a brief overview. There was minimal City Council discussion. Councilmember Gabler moved approval of the 2021 annual designations and City Council appointments. Councilmember Murdoff seconded the motion. Motion carried unanimously. B. Consideration of adopting Resolution 2021-04 declaring a vacancy on City Council and establishing a procedure for selecting a candidate to fill the vacant seat Jennifer Schreiber provided an overview and noted that staff recommended that Council accept applications for the open seat. There was minimal discussion. Councilmember Gabler moved to adopt Resolution 2021-04 declaring a vacancy on City Council and selected the process of soliciting applications for the open seat. Councilmember Davidson seconded the motion. Motion carried unanimously. 5. Adiournment: By consensus, the meeting was adjourned at 6:46 p.m. Recorder: Jennifer Schreiber Approved: Attest: City Administrator City Council Minutes January 11, 2021 Page 3 1 3 Monticello Patrol Hour Summary Hours Purchased Per 2020 Contract: 19,032.00 Shift Stop Starting Hours (beginning of month): 1,563.00 M -T -D (detailed below): 1,579.25 2020 YE Differential (16.25) Position Time Type Regular Hours Y -T -D: 19,048.25 Shift Start Shift Stop Date Shift Start Time Shift Stop Date Time Schedule Position Time Type Regular Hours 1 -Dec -20 6:00 1 -Dec -20 16:00 Monticello (52) 3210 Regular 10.00 1 -Dec -20 10:00 1 -Dec -20 20:00 Monticello (52) 3220 Regular 10.00 1 -Dec -20 10:00 1 -Dec -20 20:00 Monticello (52) 3221 Regular 10.00 1 -Dec -20 20:00 2 -Dec -20 6:00 Monticello (52) 3240 Regular 10.00 1 -Dec -20 20:00 2 -Dec -20 6:00 Monticello (52) 3241 Regular 10.00 2 -Dec -20 6:00 2 -Dec -20 16:00 Monticello (52) 3210 Regular 10.00 2 -Dec -20 10:00 2 -Dec -20 20:00 Monticello (52) 3220 Regular 10.00 2 -Dec -20 10:00 2 -Dec -20 20:00 Monticello (52) 3221 Regular 10.00 2 -Dec -20 20:00 3 -Dec -20 6:00 Monticello (52) 3241 Regular 10.00 2 -Dec -20 20:00 3 -Dec -20 6:00 Monticello (52) 3240 Regular 10.00 3 -Dec -20 6:00 3 -Dec -20 16:00 Monticello (52) 3210 Regular 10.00 3 -Dec -20 10:00 3 -Dec -20 20:00 Monticello (52) 3220 Regular 10.00 3 -Dec -20 10:00 3 -Dec -20 20:00 Monticello (52) 3221 Regular 10.00 3 -Dec -20 20:00 4 -Dec -20 6:00 Monticello (52) 3241 Regular 10.00 3 -Dec -20 20:00 4 -Dec -20 6:00 Monticello (52) 3240 Regular 10.00 4 -Dec -20 6:00 4 -Dec -20 16:00 Monticello (52) 3210 Regular 10.00 4 -Dec -20 10:00 4 -Dec -20 20:00 Monticello (52) 3220 Regular 10.00 4 -Dec -20 10:00 4 -Dec -20 20:00 Monticello (52) 3221 Regular 10.00 4 -Dec -20 16:00 5 -Dec -20 2:00 Monticello (52) 3230 Regular 10.00 4 -Dec -20 16:00 5 -Dec -20 2:00 Monticello (52) 3231 Regular 10.00 4 -Dec -20 20:00 5 -Dec -20 6:00 Monticello (52) 3240 Regular 10.00 5 -Dec -20 6:00 5 -Dec -20 16:00 Monticello (52) 3210 Regular 10.00 5 -Dec -20 10:00 5 -Dec -20 20:00 Monticello (52) 3221 Regular 10.00 5 -Dec -20 10:00 5 -Dec -20 18:00 Monticello (52) 3220 Regular 8.00 5 -Dec -20 18:00 5 -Dec -20 20:00 Monticello (52) 3220 Regular 2.00 5 -Dec -20 20:00 6 -Dec -20 0:00 Monticello (52) 3240 Regular 4.00 5 -Dec -20 20:00 6 -Dec -20 6:00 Monticello (52) 3241 Regular 10.00 6 -Dec -20 0:00 6 -Dec -20 6:00 Monticello (52) 3240 Regular 6.00 6 -Dec -20 6:00 6 -Dec -20 16:00 Monticello (52) 3210 Regular 10.00 6 -Dec -20 10:00 6 -Dec -20 20:00 Monticello (52) 3221 Regular 10.00 6 -Dec -20 16:00 7 -Dec -20 2:00 Monticello (52) 3230 Regular 10.00 6 -Dec -20 20:00 7 -Dec -20 6:00 Monticello (52) 3240 Regular 10.00 6 -Dec -20 20:00 7 -Dec -20 6:00 Monticello (52) 3241 Regular 10.00 7 -Dec -20 6:00 7 -Dec -20 16:00 Monticello (52) 3210 Regular 10.00 7 -Dec -20 10:00 7 -Dec -20 20:00 Monticello (52) 3220 Regular 10.00 7 -Dec -20 16:00 8 -Dec -20 2:00 Monticello (52) 3230 Regular 10.00 7 -Dec -20 20:00 8 -Dec -20 6:00 Monticello (52) 3240 Regular 10.00 7 -Dec -20 20:00 8 -Dec -20 6:00 Monticello (52) 3241 Regular 10.00 8 -Dec -20 6:00 8 -Dec -20 10:00 Monticello (52) 3210 Regular 4.00 8 -Dec -20 10:00 8 -Dec -20 20:00 Monticello (52) 3220 Regular 10.00 8 -Dec -20 10:00 8 -Dec -20 20:00 Monticello (52) 3221 Regular 10.00 8 -Dec -20 10:00 8 -Dec -20 16:00 Monticello (52) 3210 Regular 6.00 8 -Dec -20 20:00 9 -Dec -20 6:00 Monticello (52) 3240 Regular 10.00 8 -Dec -20 20:00 9 -Dec -20 6:00 Monticello (52) 3241 Regular 10.00 9 -Dec -20 6:00 9 -Dec -20 16:00 Monticello (52) 3210 Regular 10.00 9 -Dec -20 10:00 9 -Dec -20 20:00 Monticello (52) 3221 Regular 10.00 9 -Dec -20 14:00 9 -Dec -20 20:00 Monticello (52) 3220 Regular 6.00 9 -Dec -20 20:00 10 -Dec -20 6:00 Monticello (52) 3240 Regular 10.00 9 -Dec -20 20:00 10 -Dec -20 6:00 Monticello (52) 3241 Regular 10.00 10 -Dec -20 6:00 10 -Dec -20 16:00 Monticello (52) 3210 Regular 10.00 10 -Dec -20 10:00 10 -Dec -20 20:00 Monticello (52) 3220 Regular 10.00 10 -Dec -20 10:00 10 -Dec -20 20:00 Monticello (52) 3221 Regular 10.00 10 -Dec -20 20:00 11 -Dec -20 6:00 Monticello (52) 3240 Regular 10.00 10 -Dec -20 20:00 11 -Dec -20 6:00 Monticello (52) 3241 Regular 10.00 11 -Dec -20 6:00 11 -Dec -20 16:00 Monticello (52) 3210 Regular 10.00 11 -Dec -20 10:00 11 -Dec -20 20:00 Monticello (52) 3220 Regular 10.00 11 -Dec -20 10:00 11 -Dec -20 20:00 Monticello (52) 3221 Regular 10.00 11 -Dec -20 20:00 12 -Dec -20 6:00 Monticello (52) 3241 Regular 10.00 11 -Dec -20 20:00 12 -Dec -20 6:00 Monticello (52) 3240 Regular 10.00 12 -Dec -20 6:00 12 -Dec -20 16:00 Monticello (52) 3210 Regular 10.00 12 -Dec -20 10:00 12 -Dec -20 16:00 Monticello (52) 3220 Regular 6.00 12 -Dec -20 10:00 12 -Dec -20 20:00 Monticello (52) 3221 Regular 10.00 12 -Dec -20 16:00 13 -Dec -20 2:00 Monticello (52) 3230 Regular 10.00 12 -Dec -20 20:00 13 -Dec -20 6:00 Monticello (52) 3241 Regular 10.00 12 -Dec -20 20:00 13 -Dec -20 6:00 Monticello (52) 3240 Regular 10.00 13 -Dec -20 6:00 13 -Dec -20 16:00 Monticello (52) 3210 Regular 10.00 13 -Dec -20 10:00 13 -Dec -20 20:00 Monticello (52) 3221 Regular 10.00 13 -Dec -20 10:00 13 -Dec -20 14:00 Monticello (52) 3220 Regular 4.00 13 -Dec -20 14:00 13 -Dec -20 20:00 Monticello (52) 3220 Regular 6.00 13 -Dec -20 20:00 14 -Dec -20 6:00 Monticello (52) 3241 Regular 10.00 13 -Dec -20 20:00 14 -Dec -20 6:00 Monticello (52) 3240 Regular 10.00 14 -Dec -20 6:00 14 -Dec -20 16:00 Monticello (52) 3210 Regular 10.00 14 -Dec -20 10:00 14 -Dec -20 20:00 Monticello (52) 3221 Regular 10.00 14 -Dec -20 10:00 14 -Dec -20 20:00 Monticello (52) 3220 Regular 10.00 14 -Dec -20 16:00 15 -Dec -20 2:00 Monticello (52) 3230 Regular 10.00 14 -Dec -20 20:00 15 -Dec -20 6:00 Monticello (52) 3240 Regular 10.00 14 -Dec -20 20:00 15 -Dec -20 6:00 Monticello (52) 3241 Regular 10.00 15 -Dec -20 6:00 15 -Dec -20 16:00 Monticello (52) 3210 Regular 10.00 15 -Dec -20 10:00 15 -Dec -20 20:00 Monticello (52) 3220 Regular 10.00 15 -Dec -20 10:00 15 -Dec -20 20:00 Monticello (52) 3221 Regular 10.00 IS -Dec -20 20:00 16 -Dec -20 5:00 Monticello (52) 3240 Regular 9.00 15 -Dec -20 20:00 16 -Dec -20 6:00 Monticello (52) 3241 Regular 10.00 16 -Dec -20 6:00 16 -Dec -20 16:00 Monticello (52) 3210 Regular 10.00 16 -Dec -20 10:00 16 -Dec -20 20:00 Monticello (52) 3220 Regular 10.00 16 -Dec -20 10:00 16 -Dec -20 20:00 Monticello (52) 3221 Regular 10.00 16 -Dec -20 20:00 17 -Dec -20 6:00 Monticello (52) 3240 Regular 10.00 16 -Dec -20 20:00 17 -Dec -20 6:00 Monticello (52) 3241 Regular 10.00 17 -Dec -20 6:00 17 -Dec -20 16:00 Monticello (52) 3210 Regular 10.00 17 -Dec -20 10:00 17 -Dec -20 20:00 Monticello (52) 3220 Regular 10.00 17 -Dec -20 10:00 17 -Dec -20 20:00 Monticello (52) 3221 Regular 10.00 17 -Dec -20 20:00 18 -Dec -20 6:00 Monticello (52) 3240 Regular 10.00 17 -Dec -20 20:00 18 -Dec -20 6:00 Monticello (52) 3241 Regular 10.00 18 -Dec -20 6:00 18 -Dec -20 16:00 Monticello (52) 3210 Regular 10.00 18 -Dec -20 10:00 18 -Dec -20 20:00 Monticello (52) 3220 Regular 10.00 18 -Dec -20 10:00 18 -Dec -20 20:00 Monticello (52) 3221 Regular 10.00 18 -Dec -20 20:00 19 -Dec -20 6:00 Monticello (52) 3241 Regular 10.00 18 -Dec -20 20:00 19 -Dec -20 6:00 Monticello (52) 3240 Regular 10.00 19 -Dec -20 6:00 19 -Dec -20 16:00 Monticello (52) 3210 Regular 10.00 19 -Dec -20 6:00 19 -Dec -20 6:15 Monticello (52) 3240 OT - Regular 0.25 19 -Dec -20 10:00 19 -Dec -20 20:00 Monticello (52) 3220 Regular 10.00 19 -Dec -20 10:00 19 -Dec -20 20:00 Monticello (52) 3221 Regular 10.00 19 -Dec -20 16:00 20 -Dec -20 2:00 Monticello (52) 3230 Regular 10.00 19 -Dec -20 20:00 20 -Dec -20 6:00 Monticello (52) 3241 Regular 10.00 19 -Dec -20 20:00 20 -Dec -20 6:00 Monticello (52) 3240 Regular 10.00 20 -Dec -20 6:00 20 -Dec -20 16:00 Monticello (52) 3210 Regular 10.00 20 -Dec -20 10:00 20 -Dec -20 20:00 Monticello (52) 3220 Regular 10.00 20 -Dec -20 10:00 20 -Dec -20 20:00 Monticello (52) 3221 Regular 10.00 20 -Dec -20 20:00 21 -Dec -20 6:00 Monticello (52) 3241 Regular 10.00 20 -Dec -20 20:00 21 -Dec -20 6:00 Monticello (52) 3240 Regular 10.00 21 -Dec -20 6:00 21 -Dec -20 16:00 Monticello (52) 3210 Regular 10.00 21 -Dec -20 10:00 21 -Dec -20 20:00 Monticello (52) 3220 Regular 10.00 21 -Dec -20 10:00 21 -Dec -20 20:00 Monticello (52) 3221 Regular 10.00 21 -Dec -20 20:00 22 -Dec -20 6:00 Monticello (52) 3241 Regular 10.00 21 -Dec -20 20:00 22 -Dec -20 6:00 Monticello (52) 3240 Regular 10.00 22 -Dec -20 6:00 22 -Dec -20 16:00 Monticello (52) 3210 Regular 10.00 22 -Dec -20 6:00 22 -Dec -20 7:30 Monticello (52) 3241 OT - Regular 1.50 22 -Dec -20 10:00 22 -Dec -20 20:00 Monticello (52) 3221 Regular 10.00 22 -Dec -20 10:00 22 -Dec -20 20:00 Monticello (52) 3220 Regular 10.00 22 -Dec -20 16:00 23 -Dec -20 2:00 Monticello (52) 3230 Regular 10.00 22 -Dec -20 20:00 23 -Dec -20 6:00 Monticello (52) 3240 Regular 10.00 22 -Dec -20 20:00 23 -Dec -20 6:00 Monticello (52) 3241 Regular 10.00 23 -Dec -20 6:00 23 -Dec -20 16:00 Monticello (52) 3210 Regular 10.00 23 -Dec -20 10:00 23 -Dec -20 20:00 Monticello (52) 3220 Regular 10.00 23 -Dec -20 10:00 23 -Dec -20 20:00 Monticello (52) 3221 Regular 10.00 23 -Dec -20 20:00 24 -Dec -20 6:00 Monticello (52) 3241 Regular 10.00 23 -Dec -20 20:00 24 -Dec -20 6:00 Monticello (52) 3240 Regular 10.00 24 -Dec -20 6:00 24 -Dec -20 16:00 Monticello (52) 3210 Regular 10.00 24 -Dec -20 10:00 24 -Dec -20 20:00 Monticello (52) 3220 Regular 10.00 24 -Dec -20 10:00 24 -Dec -20 20:00 Monticello (52) 3221 Regular 10.00 24 -Dec -20 16:00 25 -Dec -20 2:00 Monticello (52) 3230 Regular 10.00 24 -Dec -20 20:00 25 -Dec -20 6:00 Monticello (52) 3241 Regular 10.00 25 -Dec -20 6:00 25 -Dec -20 16:00 Monticello (52) 3210 Regular 10.00 25 -Dec -20 10:00 25 -Dec -20 20:00 Monticello (52) 3220 Regular 10.00 25 -Dec -20 12:00 25 -Dec -20 22:00 Monticello (52) 3221 Regular 10.00 25 -Dec -20 20:00 26 -Dec -20 6:00 Monticello (52) 3241 Regular 10.00 26 -Dec -20 6:00 26 -Dec -20 10:00 Monticello (52) 3210 OT - Regular 4.00 26 -Dec -20 10:00 26 -Dec -20 20:00 Monticello (52) 3220 Regular 10.00 26 -Dec -20 10:00 26 -Dec -20 20:00 Monticello (52) 3221 Regular 10.00 26 -Dec -20 20:00 27 -Dec -20 6:00 Monticello (52) 3241 Regular 10.00 26 -Dec -20 20:00 27 -Dec -20 6:00 Monticello (52) 3240 Regular 10.00 27 -Dec -20 6:00 27 -Dec -20 10:00 Monticello (52) 3210 Regular 4.00 27 -Dec -20 10:00 27 -Dec -20 16:00 Monticello (52) 3210 OT - Regular 6.00 27 -Dec -20 10:00 27 -Dec -20 20:00 Monticello (52) 3220 Regular 10.00 27 -Dec -20 10:00 27 -Dec -20 20:00 Monticello (52) 3221 Regular 10.00 27 -Dec -20 20:00 27 -Dec -20 21:00 Monticello (52) 3221 OT - Regular 1.00 27 -Dec -20 20:00 28 -Dec -20 6:00 Monticello (52) 3241 Regular 10.00 27 -Dec -20 20:00 28 -Dec -20 6:00 Monticello (52) 3240 Regular 10.00 28 -Dec -20 6:00 28 -Dec -20 16:00 Monticello (52) 3210 Regular 10.00 28 -Dec -20 6:00 28 -Dec -20 7:30 Monticello (52) 3240 OT - Regular 1.50 28 -Dec -20 10:00 28 -Dec -20 20:00 Monticello (52) 3221 Regular 10.00 28 -Dec -20 10:00 28 -Dec -20 20:00 Monticello (52) 3220 Regular 10.00 28 -Dec -20 20:00 29 -Dec -20 6:00 Monticello (52) 3241 Regular 10.00 28 -Dec -20 20:00 29 -Dec -20 6:00 Monticello (52) 3240 Regular 10.00 29 -Dec -20 6:00 29 -Dec -20 16:00 Monticello (52) 3210 Regular 10.00 29 -Dec -20 10:00 29 -Dec -20 20:00 Monticello (52) 3220 Regular 10.00 29 -Dec -20 10:00 29 -Dec -20 20:00 Monticello (52) 3221 Regular 10.00 29 -Dec -20 20:00 30 -Dec -20 6:00 Monticello (52) 3241 Regular 10.00 29 -Dec -20 20:00 30 -Dec -20 6:00 Monticello (52) 3240 Regular 10.00 30 -Dec -20 6:00 30 -Dec -20 16:00 Monticello (52) 3210 Regular 10.00 30 -Dec -20 10:00 30 -Dec -20 20:00 Monticello (52) 3221 Regular 10.00 30 -Dec -20 10:00 30 -Dec -20 20:00 Monticello (52) 3220 Regular 10.00 30 -Dec -20 20:00 31 -Dec -20 6:00 Monticello (52) 3240 Regular 10.00 30 -Dec -20 20:00 31 -Dec -20 6:00 Monticello (52) 3241 Regular 10.00 31 -Dec -20 6:00 31 -Dec -20 16:00 Monticello (52) 3210 Regular 10.00 31 -Dec -20 10:00 31 -Dec -20 20:00 Monticello (52) 3220 Regular 10.00 31 -Dec -20 10:00 31 -Dec -20 20:00 Monticello (52) 3221 Regular 10.00 31 -Dec -20 20:00 1 -Jan -21 6:00 Monticello (52) 3241 Regular 10.00 31 -Dec -20 20:00 1 -Jan -21 6:00 Monticello (52) 3240 Regular 10.00 TOTAL: 1579.25 CITY OF � Monticello Council Connection January 25, 2021 S� CITY OF Monticello DMV Summary through December 2020 In December 2020, the DMV generated $78,907 in revenue which is $17,144 more than December 2019. Total 2020 revenue is $800,666, an increase of $15,761 (2.0%) over the prior year. The DMV processed 8,451 transactions in December 2020 compared to 10,240 in December 2019. However, due to the State's transition to the MNDrive system in November 2020, transactions are counted differently and a comparison to prior month and year is not accurately reflective of the DMV's workload. The DMV continues to have high demand with lines forming out the door at times. Staff implemented a number system, but there was confusion amongst customers regarding their place in line. A couple of MCC employees are now helping to manage the number system so customers can wait in their car rather than outside in the cold. Staff has walked through the lower level of the Prairie Center building in preparation of a possible DMV relocation. A blueprint of the plans is being drafted by the City Engineer, which will be reviewed by the Building Official. Once the plans are approved for code requirements, staff will bring an agenda item to Council for approval to proceed. Please see the following graphs for more detail on the DMV's operations. $90,000 $80,000 $70,000 $60,000 $50,000 $40,000 $30,000 $20,000 $10,000 DMV Revenue Comparison Dec 2011 Dec 2012 Dec 2013 Dec 2014 Dec 2015 Dec 2016 Dec 2017 Dec 2018 Dec 2019 Dec 2020 DMV YTD Revenue Comparison $900,000 $800,666 784 905 $800,000 $691,829 $700,000 lqAl q n$594,188 $600,000 $497 ,493 $500,000 $400,000 $300,000 $200,000 $100,000 $- Dec 2011 Dec 2012 Dec 2013 Dec 2014 Dec 2015 Dec 2016 Dec 2017 Dec 2018 Dec 2019 Dec 2020 S� CITY OF Monticello COMMUNITY DEVELOPMENT DEPARTMENT — ECONOMIC DEVELOPMENT December 11, 2020 to January 21, 2020 Dec. 12, 2020 —Attended Rotary Club Meeting via Zoom Call Dec. 15, 2020 — Attended Pre -Design Meeting with development prospect Dec. 16, 2020 — Meeting with Developer discussing Project Gia -Saurus involvement Dec. 16, 2020 — Meeting with Loopnet marketing team re EDA and City owned property Dec. 17, 2021— Go -To Mtg. with Block 52 Development Prospect Dec. 21, 2020 — Attended Rotary Club Meeting via Zoom Call Dec. 21, 2020 — Northland Mtg. Dec. 21, 2020 — Phone Discussion with industrial prospect re sites in Monticello Dec. 22, 2020 — Meeting with Prospect Jan. 4, 2021 — Attended Rotary Club Meeting via Zoom Call Jan. 8, 2021— Attended meeting with Monticello Times Editor re 2020 Housing Study Findings Jan. 11, 2021— Attended Rotary Club Meeting via Zoom Call Jan. 14, 2021— Meeting with MN -DEED staff re MIF Grant Disbursement -Draw Process Jan. 15, 2021— Phone Conference with Duffy Development Group re Affordable Housing Concept Proposal Jan. 18, 2021— Attended Rotary Club Meeting via Zoom Call Jan. 20, 2021— Attended Wright County Workforce Pathways via Zoom Jan. 20, 2021— Meeting with Block 52 Developer Prospect — Alexandria, MN CET Grant Submitted to MN -DEED on January 4, 2021 The submittal of the City's $500,000 CET Grant application MN -DEED occurred on Monday, January 4, 2021. The CET Grants are intended to support communities in their efforts to transition away from major power generating facilities. The Council Connection — 01/21/21 presence of Xcel Monticello Nuclear Generating Plant (MNGP) has had an outsized impact in creating a vibrant and healthy economy and community for many years. Because the MNGP's is scheduled to close as soon as 2030 or possibly as late as 2040, Monticello is eligible for the CET Grant funding to plan for and mitigate the social and economic losses. The City grant submittal outlined a proposal using the funding to: create a Strategic Transition Plan, complete environmental studies of potential new industrial sites, and prepare shovel - ready documentation for such areas. Additional work components consist of: financial modeling related to revenue mix and sourcing capital for necessary public facility investments needed to attract new business investment and development, marketing material and media channel upgrades and finally legislative lobbying efforts raising awareness of needed financial assistance. MN -DEED intends to award the CET Grants by early March 2021. Grantees will have up to three years to complete the work components. CITY OF Montfcdo FINANCE Quarterly Report — 4th Quarter 2020 Following this summary is the 4th Quarter Report. The report includes the following components: • Cash balances as of December 31, 2020 and 2019. • Treasury yields — annually for 2010-2016; quarterly for 2017-2020 • General Fund Cash Balances 2016-2020 graph and a summary budget -to -actual analysis of the General Fund's receipts and disbursements • Statement of Revenue and Expenditures — Budget and Actual — General Fund (Unaudited). Please note the variance column compares the 2020 budget with 2020 actual numbers with explanations noted for variances greater than 15%. • Statement of Revenue and Expenditures — Community Center Fund (Unaudited). Please note the variance column compares the 2020 budget with 2020 actual numbers with explanations noted for variances greater than 15%. • Statement of Revenue and Expenditures — EDA Fund (Unaudited). Please note the variance column compares the 2020 budget with 2020 actual numbers with explanations noted for variances greater than 15%. • Statement of Revenue and Expenditures — FiberNet Fund (Unaudited). Please note the variance column compares the 2019 actual numbers with 2020 actual numbers with explanations noted for variances greater than 15%. These numbers do not reflect the final numbers for 2020 and will change. Year-end adjustments continue to be made in preparation for the audit. Checking Investments (At Market Value) Total Cash and Investments Investment Type Checking Money Market Non Negotiable CDs Negotiable CDs Government Securities Municipal Securities Total Investments Increase/ 12/31/2020 12/31/2019 (Decrease) $ 662,672 $ 178,469 $ 484,203 50,398,275 50,656,892 (258,616) $ 51,060,947 $ 50,835,360 $ 225,587 Increase/ 12/31/2020 12/31/2019 (Decrease) $ 662,672 $ 178,469 $ 484,203 26,826,669 28,941,089 (2,114,419) 1,000,000 1,000,000 - 16,439,726 12,781,173 3,658,553 3,780,772 2,981,857 798,915 2,351,109 4,952,773 (2,601,664) $ 51,060,947 $ 50,835,360 $ 225,587 Treasury Yields Date 1 mo 3 mo 6 mo 1 yr 2 yr 3 yr 5 yr 7 yr 10 yr 12/31/2010 0.07 0.12 0.19 0.29 0.61 1.02 2.01 2.71 3.30 12/30/2011 0.01 0.02 0.06 0.12 0.25 0.36 0.83 1.35 1.89 12/31/2012 0.02 0.05 0.11 0.16 0.25 0.36 0.72 1.18 1.78 12/31/2013 0.01 0.07 0.10 0.13 0.38 0.78 1.75 2.45 3.04 12/31/2014 0.03 0.04 0.12 0.25 0.67 1.10 1.65 1.97 2.17 12/31/2015 0.14 0.16 0.49 0.65 1.06 1.31 1.76 2.09 2.27 12/31/2016 0.44 0.51 0.62 0.85 1.20 1.47 1.93 2.25 2.45 03/31/2017 0.74 0.76 0.91 1.03 1.27 1.50 1.93 2.22 2.40 06/30/2017 0.84 1.03 1.14 1.24 1.38 1.55 1.89 2.14 2.31 09/30/2017 0.96 1.06 1.20 1.31 1.47 1.62 1.92 2.16 2.33 12/31/2017 1.28 1.39 1.53 1.76 1.89 1.98 2.20 2.33 2.40 03/31/2018 1.63 1.73 1.93 2.09 2.27 2.39 2.56 2.68 2.74 06/30/2018 1.77 1.93 2.11 2.33 2.52 2.63 2.73 2.81 2.85 09/30/2018 2.12 2.19 2.36 2.59 2.81 2.88 2.94 3.01 3.05 12/31/2018 2.44 2.45 2.56 2.63 2.48 2.46 2.51 2.59 2.69 03/30/2019 2.43 2.40 2.44 2.40 2.27 2.21 2.23 2.31 2.41 06/30/2019 2.18 2.12 2.09 1.92 1.75 1.71 1.76 1.87 2.00 09/30/2019 1.91 1.88 1.83 1.75 1.63 1.56 1.55 1.62 1.68 12/31/2019 1.48 1.55 1.60 1.59 1.58 1.62 1.69 1.86 1.92 03/31/2020 0.05 0.11 0.15 0.17 0.23 0.29 0.37 0.55 0.70 06/30/2020 0.13 0.16 0.18 0.16 0.16 0.18 0.29 0.49 0.66 09/30/2020 0.08 0.10 0.11 0.12 0.13 0.16 0.28 0.47 0.69 12/31/2020 0.08 0.09 0.09 0.10 0.13 0.17 0.36 0.65 0.93 $9,000,000 $8,000,000 $7,000,000 $6,000,000 $5,000,000 $4,000,000 $3,000,000 General Fund Cash Balances 2016 - 2020 January 1 January February March Aoril Mav June July Auaust September October November December (2016 -2017 -2018 X2019 X2020 -75% reserve - - Prior year average General Fund y Varies more than 15% than budget negatively YTD YTD Percent of YTD YTD Percent of Receipts Budget Actual YTD Budget Disbursements Budget Actual YTD Budget Property Taxes $ 6,805,500 $ 6,724,647 98.8 % 4o Mayor & Council $ 57,798 $ 52,838 91.4 % Franchise & Other Taxes 2,000 2,146 107.3 + City Administration/CityClerk 771,456 1,045,654 135.5 y Licenses & permits 657,700 520,648 79.2 y Finance/Audit/Assessing 608,791 560,314 92.0 Intergovernmental Revenues 397,200 739,619 186.2 T Legal services 37,000 26,322 71.1 T Charges for Services 815,900 930,313 114.0 Planning and zoning 331,630 323,264 97.5 -D Fines & Forfeits 40,400 35,437 87.7 City Hall/Prairie Center Building 77,292 67,348 87.1 �> Special Assessments 200 165 82.7 y Public safety 2,192,148 2,361,641 107.7 -D Sale of City Property 1,000 316,703 31,670.3 T Building inspector 443,860 334,001 75.2 T Solar Rebates - 322,863 N/A N/A Public works 1,933,174 1,695,705 87.7 -D Miscellaneous revenue 183,100 142,451 77.8 Streets & Alleys 1,061,105 804,599 75.8 T Recreation and Culture 276,153 262,220 95.0 -D $ 8,903,000 $ 9,734,993 109.3 % Park Operations 1,106,241 1,040,855 94.1 Insurance 6,352 8,181 128.8 y Key T Varies more than 15% than budget positively $ 8,903,000 $ 8,582,943 96.4 % -D y Varies more than 15% than budget negatively City of Monticello Statement of Revenue and Expenditures - Budget and Actual - General Fund (Unaudited) For Twelve Months Ended Dec 31, 2020 Percent Received or Expended Budget Actual Variance - Based on Annual Thru Thru Favorable Budget Thru REVENUES Budget 12/31/2020 12/31/2020 (Unfavorable) 12/31/2020 Property Taxes $ 6,805,500 $ 6,805,500 $ 6,724,647 $ (80,853) 98.81 % Franchise & Other Taxes 2,000 2,000 2,146 146 107.28 Licenses & permits 657,700 657,700 520,648 (137,052) (1) 79.16 Intergovernmental Revenues 397,200 397,200 739,619 342,419 (2) 186.21 Charges for Services 815,900 815,900 930,313 114,413 114.02 Fines & Forfeits 40,400 40,400 35,437 (4,963) 87.72 Special Assessments 200 200 165 (35) 82.71 Sale of City Property 1,000 1,000 316,703 315,703 (3) 31,670.29 Solar Rebates - - 322,863 322,863 (4) - Miscellaneous 183,100 183,100 142,451 (40,649) (5) 77.80 TOTAL REVENUES 8,903,000 8,903,000 9,734,993 831,993 109.35 EXPENDITURES BY DEPARTMENT GENERAL GOVERNMENT Mayor and Council 57,798 57,798 52,838 4,960 91.42 City Administration 491,649 491,649 738,954 (247,305) (6) 150.30 City Clerk 150,400 150,400 171,079 (20,679) 113.75 Finance 491,791 491,791 450,641 41,150 91.63 Audit 44,000 44,000 39,559 4,441 89.91 City Assessing 73,000 73,000 70,115 2,885 96.05 Legal 37,000 37,000 26,322 10,678 (7) 71.14 Human Resources 129,407 129,407 135,620 (6,213) 104.80 Planning & Zoning 331,630 331,630 323,264 8,366 97.48 City Hall 58,743 58,743 51,142 7,601 87.06 Prairie Center Building 18,549 18,549 16,206 2,343 87.37 TOTAL GENERAL GOVERNMENT 1,883,967 1,883,967 2,075,740 (191,773) 110.18 PUBLIC SAFETY Law Enforcement 1,532,621 1,532,621 1,522,481 10,140 99.34 Fire & Rescue 457,772 457,772 388,446 69,326 84.86 Fire Relief 130,000 130,000 131,638 (1,638) 101.26 Building Inspections 443,860 443,860 334,001 109,859 (8) 75.25 Emergency Response 5,000 5,000 257,297 (252,297) (9) 5,145.94 Animal Control 52,755 52,755 49,350 3,405 93.55 National Guard 14,000 14,000 12,429 1,571 - TOTAL PUBLIC SAFETY 2,636,008 2,636,008 2,695,642 (59,634) 102.26 PUBLIC WORKS Public Works Administration 224,484 224,484 209,492 14,992 93.32 Engineering 116,662 116,662 155,287 (38,625) (10) 133.11 Public Works Inspections 111,035 111,035 94,965 16,070 85.53 Streets & Alleys 1,061,105 1,061,105 804,599 256,506 (11) 75.83 Ice & Snow 328,990 328,990 298,486 30,504 90.73 Shop & Garage 214,727 214,727 189,673 25,054 88.33 Street Lighting 250,500 250,500 187,963 62,537 (12) 75.04 Refuse Collection 686,776 686,776 559,839 126,937 81.52 TOTAL PUBLIC WORKS 2,994,279 2,994,279 2,500,305 493,974 83.50 RECREATION AND CULTURE Senior Center 107,452 107,452 103,662 3,790 96.47 Park Operations 1,078,841 1,078,841 1,017,591 61,250 94.32 Park Ballfields 27,400 27,400 23,263 4,137 84.90 Public Arts 35,664 35,664 29,776 5,888 83.49 Shade Tree 85,892 85,892 75,843 10,049 88.30 Library 47,145 47,145 52,940 (5,795) 112.29 TOTAL RECREATION AND CULTURE 1,382,394 1,382,394 1,303,075 79,319 94.26 Continued UNALLOCATED Insurance 6,352 6,352 8,181 (1,829) 128.79 TOTAL UNALLOCATED 6,352 6,352 8,181 (1,829) 128.79 ITOTAL EXPENDITURES 8.903.000 8.903.000 8.582.943 320.057 96.41 1 Excess (Deficiency) of Revenues over Expenditures $ - $ - $ 1,152,050 $ 1,152,050 Item Explanation of Items Percentage Received/Expended Less than 80% or Greater than 120% and $ Variance Greater than $10,000. (1) Liquor License prorated due to COVID-19 shutdown, electric franchise fees are transferred during year end audit prep to cover operating costs, but building permit revenue came in overbudget. (2) Increase due to General fund portion of CARES Act funding (3) Sale of Public Works land on Edmonson Avenue. (4) Solar Rebates were new in 2020 and were unbudgeted (5) Interest Allocation has not been made and will be made during year end audit preperations. (6) Solar Production Investment was new in 2020 and was unbudgeted (7) December fees are not yet reflected, city related legal fees are also down compared to 2019. (8) Building Department budgets for an additional staff or contractor as demand can be uncertain. (9) Increase due to COVID-19 purchases, is offset with CARES Act funding (10) Engineering fees exceeded budgeted amount related to Stormwater Improvement projects, while dues and subscriptions and travel and training came in under budget. (11) Personnel expenses were down due to open director and foreman positions. Motor fuels, street maintenance and sign repair supplies as well as general operating supplies being other larger contributors to the surplus. (12) Utilities are down due to installation of new LED lights Item Explanation of items Dercentaae received/expended less than 80% or areater than 120% and $ variance areater than $10.000 (1) Revenues are down due to the COVID-19 Stay at Home Order. (2) Miscellaneous Revenue is made up of $53,171 in contributions and $31,326.87 of the CARES funding allocation. (3) Expenditures are down due to the COVID-19 Stay at Home Order. 2020 roof repairs will be offset with a transfer from the Liquor Store. This entry will be made with the year end (4) audit prep entries. $1,800,000 $1,600,000 $1,400,000 $1,200,000 $1,000,000 $800,000 $600,000 $400,000 $200,000 Community Center Sales Comparison 2016 - 2020 ` G�ooec e�,oec e�,oe& F --A-2016 -1-2017 X2018 +2019 X2020 City of Monticello, Minnesota Statement of Revenue and Expenses Community Center Fund (Unaudited) For Twelve Months Ended Dec 31, 2020 Percent Received or Expended Actual Annual Actual Variance - Based on Thru Budget Thru Favorable Budget Thru 12/31/2019 12/31/2020 12/31/2020 (Unfavorable) 12/31/2020 REVENUES Property Taxes $ 402,000 $ 417,000 $ 417,000 $ 103.73 % Charges for services 1,353,634 1,571,800 483,202 (1,088,598) (1) 35.70 Special assessments - - - N/A Rental of City Property - - - - N/A Miscellaneous 70,901 19,200 87,499 68,299 (2) 123.41 Operating Transfers - - - - N/A TOTAL REVENUES 1,826,535 2,0089000 987,701 (190209299) 54.08 EXPENDITURES Personal services 1,132,225 1,279,346 853,144 426,202 (3) 75.35 Supplies 170,681 198,050 83,036 115,014 (3) 48.65 Other services and charges 550,105 408,604 284,647 123,957 (3) 51.74 Repairs 21,542 22,000 12,222 9,778 56.73 Capital outlay 319,295 100,000 367,573 (267,573) (4) 115.12 Operating Transfers - - - - N/A TOTAL EXPENDITURES 2,193,848 2,008,000 1,600,621 407,379 72.96 Excess (Deficiency) of Revenues over Expenditures (367,313) (612,920) (612,920) (18.88) Item Explanation of items Dercentaae received/expended less than 80% or areater than 120% and $ variance areater than $10.000 (1) Revenues are down due to the COVID-19 Stay at Home Order. (2) Miscellaneous Revenue is made up of $53,171 in contributions and $31,326.87 of the CARES funding allocation. (3) Expenditures are down due to the COVID-19 Stay at Home Order. 2020 roof repairs will be offset with a transfer from the Liquor Store. This entry will be made with the year end (4) audit prep entries. $1,800,000 $1,600,000 $1,400,000 $1,200,000 $1,000,000 $800,000 $600,000 $400,000 $200,000 Community Center Sales Comparison 2016 - 2020 ` G�ooec e�,oec e�,oe& F --A-2016 -1-2017 X2018 +2019 X2020 Item Explanation of items percentage received/expended less than 80% or greater than 120% and $ variance greater than $10.000. (1) Increase related to $190,000 in CARES funding allocation for Emergency Small Business Loans. (2) Increase due to UMC Land Purchase costs and Emergency Small Business Loans (Emergency Small Business loans will be offset by CARES Act funding) (3) Decrease in TIF Paygo payments to developers is related to the 2019 expiration of some of the TIF Paygo notes. City of Monticello, Minnesota Statement of Revenue and Expenses EDA Fund (Unaudited) For Twelve Months Ended Dec 31, 2020 Percent Received or Expended Actual Annual Actual Variance - Based on Thru Budget Thru Favorable Budget Thru 12/31/2019 12/31/2020 12/31/2020 Unfavorable 12/31/2020 REVENUES Property Taxes $ 348,516 $ 355,000 $ 352,713 $ (2,287) 101.20 % Tax Increments 679,925 617,344 707,785 90,441 104.10 Special assessments - - - - - Rental of City Property - - - - - Miscellaneous 189,024 108,656 200,451 91,795 (1) 106.05 Operating Transfer In - - - - - TOTAL REVENUES 1,217,465 1,081,000 1,260,950 179,950 103.57 EXPENDITURES Personal services 127,128 129,866 125,267 4,599 98.54 Supplies 146 100 - 100 - Other services and charges 660,224 253,034 1,502,410 (1,249,376) (2) 227.56 Capital outlay - - - - - TIF Payback Installments 95,785 321,000 25,874 295,126 (3) 27.01 Operating Transfer Out 230,000 200,000 200,000 - 86.96 TOTAL EXPENDITURES 1,113,284 904,000 13853,551 949,551 166.49 Excess (Deficiency) of Revenues over Expenditures 104,182 177,000 (592,601) (769,601) (62.92) Item Explanation of items percentage received/expended less than 80% or greater than 120% and $ variance greater than $10.000. (1) Increase related to $190,000 in CARES funding allocation for Emergency Small Business Loans. (2) Increase due to UMC Land Purchase costs and Emergency Small Business Loans (Emergency Small Business loans will be offset by CARES Act funding) (3) Decrease in TIF Paygo payments to developers is related to the 2019 expiration of some of the TIF Paygo notes. Item Explanation of items Dercentaae received/expended less than 80% or areater than 120% and $ variance areater than $10.000 (1) December Netting Statement and Year End True -up Calculation have not been received, these will be reflected in year end entries made during audit preperations. (2) Increase related to Allocation of CARES funding relate to additonal drops provided for distance learning. (3) Increase related to additional drops installed, some due to enable distance learning due to COVID-19 (4) December Netting Statement and Year End True -up Calculation have not been received, these will be reflected in year end entries made during audit preperations. (5) Deprecation will be calculated during year end audit prep entries $2,000,000 $1,500,000 $1,000,000 $500,000 $(500,000) Q FiberNet Sales Comparison 2016 - 2020 *Sales are recorded on a cash basis when the revenue is received from Arvig roecooc ooc �eQti�c�` Ooti �oot�` QoGoF --MF2016 -*--2017 12018 +2019 X2020 City of Monticello, Minnesota Statement of Revenue and Expenses FiberNet Fund (Unaudited) For Twelve Months Ended Dec 31, 2020 Variance - Percent Favorable Received or (Unfavorable) Expended Annual Actual Actual Based on Based on Budget Thru Thru Year to Year Actual Thru 12/31/2020 12/31/2019 12/31/2020 Actuals 12/31/2020 REVENUES Sale of Goods $ - $ - $ - $ - % Charges for services 1,798,000 1,794,153 1,561,463 (232,690) (1) 87.03 Special assessments - - - - - Miscellaneous 2,000 17,542 63,065 45,523 (2) 359.51 Contributed Capital - - - - - Operating Transfers 50,000 - - N/A TOTAL REVENUES 1,850,000 1,811,695 1,624,528 187,167 89.67 EXPENDITURES Personal services 6,300 244 4,086 (3,841) 1,671.52 Supplies 135,000 80,921 98,314 (17,393) (3) 121.49 Other services and charges 1,912,700 1,524,183 1,091,703 432,480 (4) 71.63 Deprecation - 385,177 - 385,177 (5) - Capital outlay - - Operating Transfers - - - - - TOTAL EXPENDITURES 2,054,000 1,990,526 1,194,103 796,423 59.99 Excess (Deficiency) of Revenues over Expenditures (204,000) (178,831) 430,425 609,256 29.68 Item Explanation of items Dercentaae received/expended less than 80% or areater than 120% and $ variance areater than $10.000 (1) December Netting Statement and Year End True -up Calculation have not been received, these will be reflected in year end entries made during audit preperations. (2) Increase related to Allocation of CARES funding relate to additonal drops provided for distance learning. (3) Increase related to additional drops installed, some due to enable distance learning due to COVID-19 (4) December Netting Statement and Year End True -up Calculation have not been received, these will be reflected in year end entries made during audit preperations. (5) Deprecation will be calculated during year end audit prep entries $2,000,000 $1,500,000 $1,000,000 $500,000 $(500,000) Q FiberNet Sales Comparison 2016 - 2020 *Sales are recorded on a cash basis when the revenue is received from Arvig roecooc ooc �eQti�c�` Ooti �oot�` QoGoF --MF2016 -*--2017 12018 +2019 X2020 CITY OF Montfcdo HI -WAY LIQUORS Summary through December 2020 In December 2020, the liquor store had sales of $765,163, which is 16.6% higher than December of 2019. Hi -Way Liquors year -to date revenue is $7,407,874, an increase of $1,030,944 or 16.2% over the prior year. What is more, due to decreased hours of operation and staffing levels during the COVID pandemic, the liquor store processed 6,272 fewer transactions than the prior year. This resulted in an average of $28.39 per transaction, an increase from $23.86 in 2019. Please see the following graphs for more detail. Hi- W ay Liq uors Sales Report 12/31/2020 Total Sales Month 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 CVM-LVM Y -T -D Jan $ 249,670.43 $ 316,280.10 $ 300,631.85 $ 296,838.64 $ 302,11452 $ 328,004.13 $ 355,029.76 $ 380,425.45 $ 364,675.32 $ 355,750.18 $ 403,500.92 $ 413,169.20 $ 453,883A7 10.1% 9.9% Feb 252,920.04 283,730.12 285,584.50 315,239.00 307,385.41 337,463.99 333,487.18 347,777.77 362,746.98 364,836.39 390,050.52 408,769.22 445,332.30 9.4% 8.9% Mar 294,454.58 314,444.63 322,702.21 334,432.60 386,115.21 404,531.17 377,031.62 388,003.16 401,206.91 416,60550 473,811.33 477,467.15 663,855.30 39.3% 39.0% Apr 281,365.81 346,738.34 367,672.88 386,123.24 345,371.09 388,395.50 386,050.82 417,855.89 427,879.44 446,041.63 467,192.12 489,072.87 631,721.78 30.5% 29.2% May 377,177.10 384,337.08 399,489.67 409,309.12 433,829.01 436,195.21 498,095.67 523,401.05 482,917.95 503,867.81 549,206.70 560,332.38 785,494.64 41.0% 40.2% Jun 350,727.93 381,782.23 377,458.15 409,726.07 461,423.68 440,255.04 426,392.73 474,203.81 470,585.33 521,559.76 561,287.34 588,209.75 656,099.21 12.1% 118% Jul 409,870.50 430,838.23 466,122.69 466,738.15 447,452.18 485,459.76 479,174.06 542,973.27 527,519A6 563,935.31 571,270.49 620,426.16 660,202A3 7.0% 6.4% Aug 409,575.96 383523.07 386,245.30 408,734.83 445,158.94 503,181.84 484,955.71 470,505.22 462,669.36 497,201.21 544,029.21 602,951.70 597,700.58 -1.0% -0.9% Sep 317,846.07 346,900.80 346,557.62 373,719.64 390,399.33 379,381.19 397,495.82 439,444.29 448,218.93 501,126.67 481,663.70 496,193.64 553,001.20 11.8% 11.4% Oct 351,268.98 360,742.04 375,367.40 365,702.14 372,676.23 396,328.87 409,967.74 460,096.82 454,442.30 461,549.38 467,600.32 501,342.95 605,830.73 22.3% 20.8% Nov 332,605.88 341,875.49 360,661.96 376,855AO 421,960.12 424,038.37 465,299.53 474,241.74 444,533.08 495,519.24 527,900.06 562,628.37 589,588.61 5.1% 4.8% Da 436,379.03 454,982.63 485,617.01 505,482.70 527,865.36 518,379.58 549,200.76 569,707.38 605,509.16 629,143.57 652,695.25 656,366.61 765,163.32 16.7% 16.6% Total $ 4,063,862.31 $ 4,346,174.76 $ 4,474,111.24 $ 4,648,901.53 $ 4,841,751.08 $ 5,041,614.65 $ 5,162,181.40 $ 5,488,635.85 $ 5,452,904.22 $ 5,757,136.65 $ 6,090,207.96 $ 6,376,930.00 $ 7,407,873.55 Change $ 282,312.45 $ 127,936.48 $ 174,790.29 $ 192,849.55 $ 199,863.57 $ 120566.75 $ 326,454.45 $ (35,731.63) $ 304,232.43 $ 333,071.31 $ 286,722.04 $ 1,030,943.55 Change% 6.9% 2.9% 3.9% 4.1% 4.1% 2.4% 6.3% -0.7% 5.6% 5.8% 4.7% 16.2% Monthly Hi -Way Sales .2OD8 $9DO,ODO X20]9 $8DO,ODO 12010 $700,000 12011 $E00,000 0 MJ 12012 12013 $500,000 12014 $400,000 J Pr12015 $300,ODO 12016 .2017 $ N0,000 12018 $100,000 .2019 $- 12020 Jan Feb Mar Apr May Jin Jul Aug Sep Oct Nov Dec Hi- W ay Liq uors Sales Report 12/31/2020 Beer Month 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 CYM-LYM Y -T -D Jan $ 122,218.36 $ 157,849.78 $ 146,246.32 $ 143,906.08 $ 149,406.45 $ 160,903.32 $ 173,814.13 $ 191,370.26 $ 176,483.68 $ 174,846.99 $ 198,202.11 $ 197,270.15 $ 221,209.18 12.1% 12.1% Feb 121,734.33 137,055.23 140,624.54 150,075.08 150,589.28 162,865.75 161,168.63 164,508.11 175,055.27 179,346.12 187,042.58 196,211.84 222,640.46 14.1% 135% Mar 138,889.05 155,196.13 164,157.70 163,595.55 203,957.25 192,607.52 185,325.68 192,955.79 199,141.66 208,926.70 233,971.24 232,963.84 332,798.19 42.7% 42.9% Apr 146,613.65 178,834.20 189,978.23 194,504.16 179,486.77 186,134.31 198,195.77 219,756.39 228,133.10 234,06951 224,348.27 244,892.28 323,605.96 35.1% 32.1% May 201,232.14 210,097.48 223,678.47 208,963.65 227,664.73 234,738.30 256,188.77 259,306.91 250,403.11 262,275.25 306,245.55 304,724.08 436,582.76 43.1% 43.3% Jun 193,801.97 207,793.83 206,043,42 224,769.03 259,671.21 243,389.79 238,322.11 263,421.95 263,264.15 296,53195 309,163.93 335,878.00 378,351.43 13.7% 12.6% Jul 226,317.96 229,199.79 260,971.50 258,734.60 253,648.64 273,319.54 265555.32 301,867.65 296,513.68 315,848.83 314,343.95 352,522.92 380,390.43 8.9% 7.9% Aug 226,653.65 203,222.86 211,996.32 216,546.53 242,179.20 281,577.25 267,802.95 253,141.21 250,255.41 268,173.42 292,626.23 335,258.06 331,928.29 -1.1% -1.0% Sep 166,679.60 183,586.32 183,865.70 199,170.24 208,974.88 202,213.80 211,854.94 233,215.56 238,333.55 270,898.13 257,557.44 262,477.64 298,017.83 13.8% 13.5% Oct 176,382.34 179,873.10 190,893.27 180,043.06 187,38657 191,764.20 210,454.13 234,882.09 224,253.93 228,484.62 230,112.85 246,829.33 304,015.53 24.9% 23.2% Nov 158,322.50 154,584.13 168,265.14 171,866.27 195,276.37 192,162.71 202,081.91 207,055.40 213,333.23 222,993.99 238,870.03 259,282.44 273,386.17 5.9% 5.4% Da 187,691.06 190,655.19 203,080.13 216,560.71 224,952.83 217,491.21 234,178.12 241,996.27 253,223.11 271,457.72 281,924.05 283,831.51 335,985.52 18.5% 18.4% Total $ 2,066,536.61 $ 2,187,948.04 $ 2,289,800.74 $ 2,328,734.96 $ 2,483,194.18 5 2,539,167.70 $ 2,604,942.46 $ 2,763,477.59 $ 2,768,393.88 $ 2,933,853.13 $ 3,074,408.23 $ 3,252,142.09 $ 3,838,911.75 Change $ 121,411.43 $ 101,852.70 $ 38,934.22 $ 154,459.22 $ 55,973.52 $ 65,774.76 $ 158,535.13 $ 4,916.29 $ 165,459.25 $ 140,555.10 $ 177,733.86 $ 586,769.66 Change% 5.9% 4.7% 1.7% 6.6% 2.3% 2.6% 6.1% 0.2% 6.0% 4.8% 5.8% 18.0% $500,000 $450,000 $400,000 $350,000 $300,000 $250,000 $200,000 $150,000 $100,0D0 $50,000 Monthly Beer Sales J. Feb Mar Apr May Jin 1J N- .2008 020D9 ■2010 02011 ■2012 ■2013 X2014 .2015 ■ 2016 ■ 2017 ■2M8 .2019 ■2020 D- Hi- W ay Liq uors Sales Report 12/31/2020 Liquor Month 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 CYM-LYM Y -T -D Jan $ 73,930.87 $ 92,370.42 $ 91,472.50 $ 91,279.01 $ 93,085.69 $ 103,977.89 $ 113,943.25 $ 118,577.85 $ 118,211.20 $ 114,509.99 $ 133,589.33 $ 142,171.51 $ 156,618.77 10.2% 10.2% Feb 74,261.89 83,513.27 85,484.92 96,541.21 92p89.93 106,387.16 107,609.55 112,198.85 113,060.59 117,361.15 128,952.50 142,327.58 148,178.03 4.1% 4.1% Mar 78,870.42 88569.65 93,133.42 101,047.04 112,244.43 124,487.55 116,316.49 118,269.49 118,839.79 131,238.09 151,716.52 159,432.14 222,258.49 39.4% 39.4% Apr 76,735.80 90,627.19 95,025.54 110,898.81 98,080.67 113,594.37 115,579.47 123,841.34 126,073.89 130,11453 136,883.13 147,197.73 193,843.09 31.7% 31.7% May 103,409.29 102,041.75 106,395.62 111,586.59 114,299.35 127,622.31 135,370.38 140,116.66 129,009.36 142,237.28 160,936.65 170,109.40 238,076.67 40.0% 40.0% Jun 91,805.81 103,580.02 102,086.20 115,136.72 128,604.32 124,019.90 120,291.71 136,716.81 135,763.26 147,81359 168,769.36 166,679.78 190,517.50 14.3% 14.3% Jul 105,782.85 118,883.98 122,861.98 130,624.19 123,672.73 139,270.04 139,967.77 155,436.54 150,173.35 160,220.37 170,108.99 178,157.56 192,891.98 8.3% 8.3% Aug 106p89.25 103,977.01 101,487.43 113,869.37 126,065.14 141,197.73 138,660.76 136,440.40 135,841.14 144,263.78 164,013.08 180,017.57 178,691.20 -0.7% -0.7% Sep 88,448.34 94,335.50 94,528.17 103,373.64 109,153.56 107,605.71 115,119.19 129,195.42 130,101.01 143,252.37 147,649.35 153,415.28 168,453.24 9.8% 9.8% Oct 97,046.60 102,236.90 102,983.14 103,533.14 106,326.73 116,677.74 124,271.15 140,198.97 128,290.50 145,864.34 150,852.02 161,850.02 196,727.06 21.5% 215% Nov 97,348.39 90,996.73 102,298.02 105,501.75 120,127.29 126,412.24 134,241.85 132,261.11 134,208.12 149,468.96 167,360.12 181,489.37 190,007.13 4.7% 4.7% Da 135,221.23 143,684.12 153,690.60 159,717.50 172,370.96 175,523.36 184,746.26 190,944.24 205,335.83 213,217.73 229,121.92 236,248.55 274,808.82 16.3% 163% Total $ 1,129,350.74 $ 1,214,816.54 $ 1,251,447.54 $ 1,343,108.97 $ 1,396,520.80 5 1,506,776.00 $ 1,546,117.83 $ 1,634,197.68 $ 1,624,908.04 $ 1,739,562.18 $ 1,909,952.97 $ 2,019,096.49 $ 2,351,071.98 Change $ 85,465.80 $ 36,631.00 $ 91,661.43 $ 53A 1192 $ 110,255.21 $ 39,341.83 $ 88,079.85 $ (9,289.64) $ 114,654.14 $ 170,390.79 $ 109,143.52 $ 331,975.49 Change% 7.6% 3.0% 7.3% 4.0% 7.9% 2.6% 5.7% -0.6% 7.1% 9.8% 5.7% 16.4% $3D0,000 $250,000 $ID0,000 $150,000 $100,000 $50,000 Qi J an Feb Mar Apr May Monthly Liquor Sales 61,6 Ili, Jin Jul Aug Sep Oct Nov .2008 ■2009 .2010 ■2011 .2012 ■2013 .2014 ■2015 .2016 ■ 2017 .2018 ■2019 .2020 D- Hi- W ay Liq uors Sales Report 12/31/2020 Wine Month 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 CYM-LYM Y -T -D Jan $ 30,700.42 $ 41,810.19 $ 43,324.18 $ 48,437.59 $ 50,238.83 $ 54,949.83 $ 59,391.16 $ 61,128.65 $ 60,454.56 $ 57,275.16 $ 60,047.20 $ 61,183.52 $ 62,895.50 2.8% 2.8% Feb 33,407.17 39,410.85 42,230.84 52,847.05 54,642.27 60,573.12 57,228.51 62,600.47 64,797.38 58,664.45 62,027.36 58,391.94 61,207.21 4.8% 4.8% Mar 47,603.93 45,525.38 46,165.18 54,639.16 57,735.22 77,810.58 66,425.24 67,121.51 71,840.82 64,286.75 74,221.20 70,209.75 91,704.66 30.6% 30.6% Apr 31,755.42 48,303.48 61,146.04 62,289.18 57,973.74 79,736.19 63,101.05 63,285.56 61,268.24 69,415.79 93,299.96 83,324.61 96,264.97 15.5% 155% May 38,522.75 40,963.86 45,733.08 68,701.95 78,740.40 62,491.07 92,083.62 109,512.94 87,333.35 82,724.29 61,684.97 67,148.30 84,611.53 26.0% 26.0% Jun 31,796.95 37,522.00 44,211.14 49,089.65 56,607.74 59,523.15 54,270.56 59,036.14 54,889.39 58,623.08 61,777.09 62,727.56 62,892.81 0.3% 0.3% Jul 36,909.44 41,813.65 48,334.93 49,664.45 54,467.20 57,115.44 57,743.98 66,029.11 60,750.62 64,034.24 64,494.29 64,596.65 62,399.50 -3.4% -3.4% Aug 35,932.62 41,333.00 46,871.28 53,172.68 61,825.30 64,057.61 62,446.04 63,546.01 60,015.78 66,304.12 67,701.51 64,188.91 64,865.71 1.1% 1.1% Sep 33,830.69 39,798.20 47,859.52 53,916.37 60,317.17 59,121.12 59,409.30 62,210.27 65,294.31 68,220.79 59,923.84 62,984.34 67,867.49 7.8% 7.8% Oct 45,750.04 48,422.79 58,081.87 60,949.40 66,423.82 75,606.28 63,659.41 70,038.32 89,005.29 70,516.61 70,894.54 77,535.39 86,852.18 12.0% 12.0% Nov 50,106.64 66,331.86 71,928.30 85,933.28 97,249.52 96,824.40 117,402.23 122,947.90 83,896.45 109,969.88 107,567.02 105,744.41 110,227.26 4.2% 4.2% Da 75,866.80 84,285.84 101,676.19 109,267.01 116,610.70 113,008.24 115,617.50 120,274.96 129,536.28 124,115.79 120,746.12 115,969.12 130,324.38 12.4% 12.4% Total $ 492,182.87 $ 575521.10 $ 657,562.55 $ 748,907.77 $ 812,831.91 $ 860,817.03 $ 868,778.60 $ 927,731.84 $ 889,082.47 $ 894,150.95 $ 904,385.10 $ 894,004.50 $ 982,113.20 Change $ 83,338.23 $ 82,041.45 $ 91,345.22 $ 63,924.14 $ 47,985.12 $ 7,961.57 $ 58,953.24 $ (38,649.37) $ 5,068.48 $ 10,234.15 $ (10,380.60) $ 88,108.70 Change% 16.9% 14.3% 13.9% 8.5% 5.9% 0.9% 6.8% -4.2% 0.6% 1.1% -1.1% 9.9% $8.0 $7.5 $7.0 $6.5 $6.0 c $5.5 $5.0 $4.5 $4.0 $3.5 $3.0 Liquor Store Sales - Rolling 12 Month Periods K z K K z 3 K z K K z 3 K z 3 K z 3 K z 3 K z 3 K z3 K z < < — a < < — -o < < — a < — a < < — a < < — a < < — a < < — a < ni N N w A to 01 V Oo tD O Inventory Date Cost Price C/P Ratio 1/31/2017 $527,755.25 $767,233.50 68.8% 2/28/2017 $541,055.13 $786,090.45 68.8% 3/31/2017 $573,357.42 $841,591.86 68.1% 4/30/2017 $526,701.33 $773,481.10 68.1% 5/30/2017 $546,828.47 $793,783.91 68.9% 6/30/2017 $545,469.18 $783,208.27 69.6% 7/31/2017 $511,444.06 $739,032.48 69.2% 8/30/2017 $550,153.75 $798,465.21 68.9% 9/30/2017 $549,739.44 $802,031.01 68.5% 10/31/2017 $555,412.89 $802,304.68 69.2% 11/30/2017 $559,491.21 $801,082.56 69.8% 12/31/2017 $488,857.18 $708,068.61 69.0% 1/31/2018 $549,675.99 $789,762.35 69.6% 2/28/2018 $525,124.76 $758,569.17 69.2% 3/31/2018 $516,623.02 $738,690.40 69.9% 4/30/2018 $532,205.96 $758,016.07 70.2% 5/31/2018 $538,332.31 $771,435.44 69.8% 6/30/2018 $568,621.33 $818,571.18 69.5% 7/31/2018 $539,523.26 $779,131.68 69.2% 8/31/2018 $583,809.25 $834,311.63 70.0% 9/30/2018 $581,827.86 $826,282.62 70.4% 10/31/2018 $553,005.60 $801,640.97 69.0% 11/30/2018 $550,380.35 $795,494.30 69.2% 12/31/2018 $480,535.60 $698,696.84 68.8% 1/31/2019 $504,707.14 $725,797.15 69.5% 2/28/2019 $520,494.10 $752,569.79 69.2% 3/31/2019 $500,373.86 $732,914.80 68.3% 4/30/2019 $526,712.82 $760,589.61 69.3% 5/31/2019 $541,261.48 $779,682.45 69.4% 6/30/2019 $535,707.54 $775,269.97 69.1% 7/31/2019 $543,021.65 $777,453.15 69.8% 8/31/2019 $527,607.28 $756,248.27 69.8% 9/30/2019 $504,796.07 $721,100.02 70.0% 10/31/2019 $518,064.92 $744,752.20 69.6% 11/30/2019 $488,227.33 $705,954.50 69.2% 12/31/2019 $447,357.76 $648,373.14 69.0% 1/31/2020 $523,230.05 $751,774.58 69.6% 2/29/2020 $496,246.43 $712,933.18 69.6% 3/31/2020 $516,726.71 $742,415.79 69.6% 4/30/2020 $478,570.00 $694,030.39 69.0% 5/31/2020 $480,186.33 $695,167.50 69.1% 6/30/2020 $515,287.00 $741,765.76 69.5% 7/31/2020 $480,932.67 $694,555.39 69.2% 8/31/2020 $460,775.12 $669,336.68 68.8% 9/30/2020 $520,585.35 $744,734.45 69.9% 10/31/2020 $493,094.30 $715,732.90 68.9% 11/30/2020 $501,782.74 $712,801.14 70.4% 12/31/2020 $435,361.70 $628,411.42 69.3% Month -End Inventory $700 $600 $500 a $400 c N $300 t $200 $100 S - w w w w w w w w w w w w w w w w w w w w .• .• o o w .• .• .• o w .• .• .• o w .• .• .• o w O O O O O NO O O O O O NO O O O O O O N N N ON ON O V V V V V OD OD OD W W tp tp tD l0 l0 O O O O O N V Oo �p O Inventory Cost/Price Ratio 71.0% 70.5% 70.0% 69.5% 69.0% 67.0% I I I I 67.0% 66.5% O O O O O NO O O O O O NO O O O O O O N � N N ON O V V V V V 00 W OD 00 00 l0 l0 tD l0 1p O O O O O N V 00 tp O CITY OF M 4i6eflo MONTICELLO COMMUNITY CENTER Revenue Summary November 1-20. 2020 • Non -Member Visit Revenue: $3,717 • Membership Revenue: $14,564 December 20-31. 2020 • Non -Member Visit Revenue: $1,572 • Membership Revenue: Not charged in December* *The number of days lost due to the November closure were nearly equal to the number of days gained in December. As a result, the members were not charged an additional payment until January 2021. Usage Levels In December, only the fitness area, gymnasium, and track were available for use. Those areas were limited to 25% of their capacity. Of the reservation spaces available within the 25% capacity, both the fitness and gymnasium were more than 50% full for the 11 days the facility was open; the walking track was about 20% full. The total number of visits for December was 1, 204. 6,000 5,000 4,000 3,000 2,000 1,000 0 Total Monthly Visits August September October November December Total Monthly Visits Communication Efforts • MCC member e -news was sent with important reminders as well as information about available amenities. Staff sent approximately 1200 emails with a 50% open rate. We will continue to send these monthly to maintain consistent communication with MCC members. Council Connection — 1/25/2021 • A survey was sent to 286 members who currently have their membership frozen. We asked a short series of questions about what would inspire them to reactivate their membership and what they miss most about the facility. We sent 286 surveys on 1/20/21 and have received 68 responses as of 1/21/21. We will send one more reminder prior to closing the survey after 2 weeks so we can compile the results. Staff will use the information gathered to prioritize opening additional amenities and identifying the best way to encourage people to continue using the facility. • Staff composed a list of target audience and the resources best available to reach them with information about the MCC. We can market using several free or low-cost options to drive usage without too big of a budget impact. We are in the process of crafting specific messages to put into circulation for the audiences identified.