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City Council Agenda Packet 03-25-2019AGENDA REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, March 25, 2019 — 6:30 p.m. Mississippi Room, Monticello Community Center CITY COUNCIL SPECIAL MEETING Academy Room 5:00 p.m. 5:00 p.m. SE Sewer Study/Improvement to Fallon Avenue 5:45 p.m. Stormwater Utility Ordinance Update Mayor: Brian Stumpf Council Members: Jim Davidson, Bill Fair, Charlotte Gabler, Lloyd Hilgart 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 March 11, 2019 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, with the exception of referral to staff for future report. E. Public Service Announcements/Updates F. Council Liaison Updates • EDA • Library Board G. Department Updates • City Administrator Update • Community Center 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 appointment of Kari Moorhouse to the IEDC for a term ending December 31, 2020 (JT) E. Consideration of adopting Ordinance 715 amending Title 2, Chapter 10, Section 3 — IEDC Membership and amending the IEDC Organizational and Membership Guidelines (JT) F. Consideration of approving the 2019 EDA Workplan (JT) G. Consideration of approving an agreement with Randi Smelser as Animal Control Officer for animal control services and impound facility management (JO) H. Consideration of adopting Resolution 2019-23 stating intent to reimburse from bond proceeds for the acquisition of an aerial platform ladder fire truck (WO) I. Consideration of adopting Resolution 2019-24 establishing authorized public use and approving conveyance of a tax forfeited parcel to City of Monticello and releasing two parcels for public auction to Wright County (AS/JS) J. Consideration of approving an agreement between the City of Monticello, Wright County, and the Minnesota Off -Road Cyclists (MORC) development and maintenance of a single-track mountain bike trail at the Bertram Chain of Lakes Regional Park (AS) K. Consideration of a request for Final Stage Planned Unit Development and rezoning to PUD for Lot 1, Block 1 Groveland 5th Addition and Final Plat and Development Agreement for Groveland 5th Addition (AS) L. Consideration of right of way closure of River Street between Pine Street and Walnut Street and between Washington and Cedar Street for Walk `n' Roll on Saturday, June 8, 2019 (AS) M. Consideration of approving easement agreements for the 2018 Pedestrian Improvement Project, City Project 18C001 (ML) N. Consideration of adopting Resolution 2019-25 accepting bids and awarding contract to New Look Contracting, Inc. in the amount of $432,106.00 for the 2018 Pedestrian Improvement Project, City Project 18C001 (ML) 2A. Consideration of items removed from the consent agenda for discussion 3. Public Hearings 4. Regular Agenda A. Consideration of adopting Resolution 2019-26 approving plans and specifications and authorizing the advertisement of bids for the 2019 Walnut Street Improvements project (ML) 5. Added Items 6. Adjournment AGENDA CITY COUNCIL SPECIAL MEETING MONTICELLO CITY COUNCIL Monday, March 25 — 5:00 p.m. Academy Room, MCC AGENDA 1. Call to Order 2. 5:00 p.m. SE Sewer Study/Improvement to Fallon Ave 3. 5:45 p.m. Stormwater Utility Ordinance Update 4. Adjournment REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, March 11, 2019 — 6:30 p.m. Mississippi Room, Monticello Community Center Present: Mayor Brian Stumpf, Jim Davidson, Charlotte Gabler, and Lloyd Hilgart Absent: Bill Fair 1. General Business A. Call to Order & Pledge of Alleuiance Mayor Stumpf called the meeting to order at 6:30 p.m. B. Approval of Agenda Councilmember Gabler moved approval of the agenda. Councilmember Hilgart seconded the motion. Motion carried unanimously. C. Approval of Minutes Special Meeting Minutes from Februgv 25, 2019 Councilmember Gabler moved approval of the special meeting minutes. Councilmember Hilgart seconded the motion. Motion carried unanimously. Recular MeetinL, Minutes from Fehruary 25.2019 Councilmember Gabler moved approval of the regular meeting minutes. Councilmember Hilgart seconded the motion. Motion carried unanimously. D. Citizen omments None. E. Public Service Announcements None. F. Council Liaison Updates • Highway 25 Coalition — Mayor Stumpf provided an update. The coalition agreed to halt the current study to allow for further information to be gathered. Jeff O'Neill added the coalition reviewed the resolution adopted by Monticello at the February 25 City Council meeting. The coalition suggested that planning staff from various jurisdiction meet and refine the scope of an Environmental Impact Study. • IEDC — Mayor Stumpf noted that the IEDC appointed Kari Moorhouse as a new member. The group also amended their by-laws to include up to two high-school students as voting members. The committee discussed the establishment of a Business Retention & Expansion Task Force. • Planning Commission — Councilmember Gabler provided a recap. Planning Commission held a public hearing, which was tabled to following meeting, for zoning amendment related to event centers, places of public assembly, personal services, and commercial recreation — indoor. City Council Minutes — March 11, 2019 Page 1 1 4 The commission appointed a member to the 2040 Monticello Vision & Comprehensive Plan Proposal Review Sub -Committee. • BCOL — Councilmember Davidson gave an update. The council discussed the hiring of a new YMCA Camp Director and the status of current projects. G. Department Updates Jeff O'Neill, City Administrator, gave an update on the following: 1. Fire Chief Mossey, Fire Marshal/Emergency Coordinator Dan Klein and Jeff O'Neill testified on behalf of the city on a bill granting sales tax exemption for purchases relating to new fire station. 2. Staff prepared a letter of support for legislation that would allow cities to create street improvement districts. 3. Staff prepared a letter of support for legislation that would improve the administrative appeal process for state -assessed property. 4. Staff prepared a letter of support for legislation that would require the state to pay tax court judgments against state -assessed property rather than the local governments. 5. An event called "Revisiting the Founding Era" will be held in the MCC — Mississippi Room on Thursday, March 28. 6. The EDA is planning a special joint meeting with City Council on March 13, 2019 to discuss Block 52. 7. The Highway 25 Coalition reviewed the city resolution adopted at the February 25 meeting and requested that planning staff present a refined scope. 8. A contract for animal control services will be on the March 25 agenda. 9. Staff is attending Public Works facility tours on Wednesday, March 13. 10. There is renewed interest in the Ellison property. 11. The regular quarterly meeting between the city, county and school district is Friday, March 15. 12. There will be a fire station project budget update at the March 25 meeting. Building Safety Update — Ron Hackenmueller, Chief Building Official, Department of Building Safety and Code Enforcement, gave an annual update. The update included a recap of recent trends in construction, rental properties, blights, and code enforcement. WWTP Operations Award — Matt Leonard, City Engineer/Public Works Director — noted that the Monticello Wastewater Treatment Plant received a Facility Operation Award from the Minnesota Pollution Control Agency. 2. Consent Agenda: Councilmember Fair moved approval of the Consent Agenda excluding item I Councilmember Davidson 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 $657,219.83. City Council Minutes — March 11, 2019 Page 2 1 4 B. Consideration of approving new hires/departures. Recommendation: Approved the hires for Fire Department, Parks, and MCC and terminations for MCC and Streets. C. Consideration of approving the sale/disposal of surplus city property. Recommendation: Approved as submitted. D. Consideration of adopting Resolution 2019-19 accepting donations of $2,000 from Monticello Lions for a new rescue saw for Fire Department, $500 from US Bank for ballfields, and twelve trees from UMC with value of $391.20. Recommendation: Adopted resolution 2019-19 approving donations. E. Consideration of approving the finance director to attend the 2019 GFOA conference in Los Angeles, CA from May 18, 2019 to May 22, 2019 at an estimated cost of $1,950. Recommendation: Approved finance director's attendance at 2019 GFOA Conference. F. Consideration of approving a Special Event Permit for Rivers of Hope "Walk a Mile in Her Shoes" event on June 20, 2019. Applicant: Rivers of Hope. Recommendation: Approved the special event permit. G. Consideration of adopting Resolution 2019-20 supporting Live Wright SHIP program. Recommendation: Adopted resolution 2019-20 supporting Live Wright SHIP. H. Consideration of adopting Resolution 2019-21 stating intent to reimburse from bond proceeds for Fallon Avenue Overpass, City Project No. 16C006. Recommendation: Adopted resolution 2019-21 stating intent to reimburse from bond proceeds for Fallon Avenue Overpass, City Project No. 16C006. I. Consideration of approving purchase of a new washer/extractor for the new fire station from BDS Laundry in the amount of $8,695. Recommendation: Approved the purchase. J. Consideration of approving purchase of a new air compressor/fill station for the new fire station from Alex Air Apparatus in the amount of $50,233. Recommendation: ITEM WAS REMOVED FROM THE CONSENT AGENDA. K. Consideration of approving a Development Stage Planned Unit Development for Vehicle Sales & Rental for a Recreational Vehicle Dealership, and Preliminary Plat for Groveland Fifth Addition (revised application). Applicant: Monticello RV — Scott Kunz. Recommendation: Approved the Lake Region RV PUD as amended, contingent on compliance with the conditions of Exhibit Z and based on findings in Planning Commission Resolution OC -2019-010 and approved the Groveland 5t" Addition Preliminary Plat, contingent on compliance with conditions of Exhibit Z, and based on the findings in Planning Commission Resolution No. PC 2019-008. L. Consideration of approving an agreement between the City of Monticello and BNSF for the installation of the crossing surfaces at Washington Street, Ramsey Street, and Cedar Street. Recommendation: Approved the agreement between City Council Minutes — March 11, 2019 Page 3 14 the city and BNSF for the installation of the crossing surfaces at Washington Street, Ramsey Street, and Cedar Street. M. Consideration of adopting Resolution 2019-22 approving amendments to the designated Municipal State Aid Street System. Recommendation: Adopted Resolution 2019-22 approving amendments to the designated Municipal State Aid Street System. 2A. Consideration of items removed from the consent agenda for discussion J. Consideration of approving purchase of a new air compressor/fill station for the new fire station from Alex Air Apparatus in the amount of ,$50,233. Mayor Stumpf removed the item and questioned the plan for the current system. Dan Klein, Fire Marshal/Emergency Coordinator, responded that there will either be credit from Alex Air Apparatus or the department will sell it for current value. Mayor Stumpf removed approval of the purchase. Councilmember Fair seconded the motion. Motion carried unanimously. 4. Regular Agenda A. Consideration of establishiniz and annointing a 2040 Monticello Communitv Vision & Comprehensive Plgp Proposal Review Sub -Committee Angela Schumann, Community Development Director, requested the appointment of one councilmember along with an alternate. Councilmember Hilgart volunteered to serve. Councilmember Gabler moved to appoint Councilmember Hilgart to the sub -committee and Councilmember Gabler as the alternate. Councilmember Davidson seconded the motion. Motion carried unanimously. 5. Adiournment• By consensus, the meeting was adjourned at 7:15 p.m. Recorder: Jennifer Schreiber Approved: Attest: City Administrator City Council Minutes — March 11, 2019 Page 4 1 4 City Council Agenda: 3/25/2019 2A. Consideration of avvrovin2 vavment of bills (WO) A. REFERENCE AND BACKGROUND: City staff submits the attached bill registers and purchasing card registers for approval by Council. The bill registers contain all invoices processed and the purchasing card registers contain all card purchases made since the last Council meeting. Subject to MN Statutes, most invoices require Council approval prior to releasing checks for payment. The day following Council approval, payments will be released unless directed otherwise. A credit purchasing agreement and policy was approved by Council initially and card purchases must comply with the policy. If Council has no questions or comments on the bill and purchase card registers, these can be approved with the consent agenda. If requested, this item can be removed from consent and discussed prior to making a motion for approval. Al. Budget Impact: None A2. Staff Workload Impact: No additional work required. B. ALTERNATIVE ACTIONS: 1. Motion to approve the bill and purchase card registers for a total amount of $419,895.38. 2. Motion to approve the registers with changes directed by Council. C. STAFF RECOMMENDATION: City staff recommends Alternative #1 or #2, per direction of Council. D. SUPPORTING DATA: • Bill registers and Purchase Card registers Accounts Payable Computer Check Proof List by Vendor User: Julie.Cheney Printed: 03/13/2019 - 3:08PM Batch: 00201.03.2019 - 201.03.2019 US Bank Moiiii6effo Y Invoice No Description Amount Payment Date Acct Number Reference Vendor: 4263 CAYAN Check Sequence: 1 ACH Enabled: True 940675 (11,870) Feb. 2019 Transactions 830.90 03/15/2019 609-49754-443980 940675 Feb. 2019 (3) Genius Service Fee - CC machine 89.85 03/15/2019 609-49754-424100 Check Total: 920.75 Vendor: 3241 LINCOLN FINANCIAL GROUP Check Sequence: 2 ACH Enabled: True 3/1/2019 March 2019 2,565.75 03/15/2019 101-00000-217066 Check Total: 2,565.75 Vendor: 4732 MONEY MOVERS, INC. Check Sequence: 3 ACH Enabled: True 115954 Fitness Rewards - Jan 2019 72.75 03/15/2019 226-45122-430900 116754 Fitness Rewards - Feb 2019 89.50 03/15/2019 226-45122-430900 Check Total: 162.25 Vendor: 1426 CITY OF MONTICELLO Check Sequence: 4 ACH Enabled: True UB Jan 2019 5026 - Ellison Park 14.78 03/15/2019 101-45201-438200 UB Jan 2019 5250- Bridge Park 14.78 03/15/2019 101-45201-438200 UB Jan 2019 5637 - Meadow Oak Dog Park 5.60 03/15/2019 101-45201-438200 UB Jan 2019 7224 - WWTP 2,056.07 03/15/2019 602-49480-438200 UB Jan 2019 7256-003 - 349 Broadway -Arts Initiative 14.78 03/15/2019 101-45204-438200 UB Jan 2019 7256-005 - 255 Broadway E. - EDA 14.78 03/15/2019 213-46301-438200 UB Jan 2019 7885 - Help Center 24.25 03/15/2019 217-41990-438200 UB Jan 2019 8086 - 4th St. Warming House 18.56 03/15/2019 101-45201-438200 UB Jan 2019 8114 - Hi -Way Liquor 48.15 03/15/2019 609-49754-438200 UB Jan 2019 8117 - MCC 1,197.04 03/15/2019 226-45126-438200 UB Jan 2019 8119 - Fire Station 24.25 03/15/2019 101-42200-438200 UB Jan 2019 8120 - Bldg. Inspection Garage 14.78 03/15/2019 101-41940-438200 UB Jan 2019 8177 - Library 81.30 03/15/2019 101-45501-438200 UB Jan 2019 8528 - NSP Softball Field 14.78 03/15/2019 101-45203-438200 UB Jan 2019 8622 - Pioneer Park bathrooms 14.78 03/15/2019 101-45201-438200 UB Jan 2019 8631 - Animal Shelter 81.30 03/15/2019 101-42700-438200 AP -Computer Check Proof List by Vendor (03/13/2019 - 3:08 PM) Page 1 Invoice No Description Amount Payment Date Acct Number UB Jan 2019 8903- PW Shop/Clerical 65.70 03/15/2019 101-43127-438200 UB Jan 2019 8904- PW Vehicle Storage 16.87 03/15/2019 101-43127-438200 UB Jan 2019 8905 - PW Office 14.78 03/15/2019 101-43127-438200 UB Jan 2019 10128 - 118 6th St. W. 15.28 03/15/2019 101-41941-438200 UB Jan 2019 14476 - Ellison House 22.46 03/15/2019 101-45201-438200 Check Total: 3,775.07 Vendor: 2811 US BANK CORPORATE PMT SYSTEM Check Sequence: 5 03/06/2019 BigMouth - return (4) damaged drink koolers -24.00 03/15/2019 609-49750-425400 03/06/2019 Runnings - (2) fittings 3.78 03/15/2019 101-43127-422110 03/06/2019 USPS - postage 5.24 03/15/2019 101-42200-432200 03/06/2019 USPS -shipping & pkg. L-1 GPS Antenna 13.39 03/15/2019 101-42200-432200 03/06/2019 Auto Value - (2) fuel de-icer 15.78 03/15/2019 101-43125-421990 03/06/2019 KI Tailors - repair zipper 16.95 03/15/2019 101-42200-431990 03/06/2019 Auto Value - (2) wiper blades 17.98 03/15/2019 101-45201-422110 03/06/2019 Active 911 -(1) fire responders app. 12 mo. subsi 18.53 03/15/2019 101-42200-421990 03/06/2019 Auto Value - #113 - (2) halogen 19.98 03/15/2019 101-43127-422110 03/06/2019 Amazon - magnetic white baord 20.98 03/15/2019 101-42200-421990 03/06/2019 Holiday -(9.473) gal. diesel @ $2.639 25.00 03/15/2019 101-45201-421200 03/06/2019 O'Reilly - #230 - (2) fans 26.98 03/15/2019 101-45201-421650 03/06/2019 Monti Napa - #103 - 620 W-4 work light 28.99 03/15/2019 101-43120-422100 03/06/2019 Auto Value - #117- (3) relay 29.97 03/15/2019 101-43120-422100 03/06/2019 Cub - resale (39) limes; (10) lemons 33.50 03/15/2019 609-49750-425500 03/06/2019 Kwik Trip - #230 - (12.536) gal. diesel @ $2.635 33.08 03/15/2019 101-45201-421200 03/06/2019 Holiday - #225 - (13.640) gal. diesel @ $2.639 36.00 03/15/2019 101-45201-421200 03/06/2019 FS Solutions- breath alcohol test- TM 45.75 03/15/2019 101-43120-431990 03/06/2019 Target - (5) flashlights 47.19 03/15/2019 609-49754-421990 03/06/2019 Fire House ID - (4) locker tags 48.44 03/15/2019 101-42200-421990 03/06/2019 Holiday - #213 - (19.704) gal. diesel @ $3 52.00 03/15/2019 101-45201-421200 03/06/2019 Cintas - mat srvc. #4015837275; 4016250945 117.26 03/15/2019 609-49754-431990 03/06/2019 Monti Napa - (20) boxed mini lamps; (4) power 67.54 03/15/2019 101-43127-421990 03/06/2019 Royal Tire - #117 - (2) flat repair & mount 71.69 03/15/2019 101-43127-422110 03/06/2019 CWP Enterprise - #111 Hyd, hose 73.65 03/15/2019 101-43127-422110 03/06/2019 NBP - cs. floor cleaner 82.41 03/15/2019 609-49754-421990 03/06/2019 Monti Napa - #212 - fan; switch; outlet; (3) flat; 88.81 03/15/2019 101-45201-422100 03/06/2019 McMaster -Carr - Well #1-(4) pipe flange gaskets 89.71 03/15/2019 601-49440-422100 03/06/2019 Cabela's - boots RH 90.00 03/15/2019 101-43120-420650 03/06/2019 Randys - Monthly Shredding Service - Feb (DM 21.04 03/15/2019 217-41990-431990 03/06/2019 Randys - Monthly Shredding Service - Feb (CH) 21.04 03/15/2019 101-41310-431990 03/06/2019 NBP - Paper, Pens, Tape 47.37 03/15/2019 226-45122-421990 03/06/2019 Amazon - Pens, Candy 63.35 03/15/2019 101-41310-421990 03/06/2019 NBP - Pens, Business Card Holder 31.60 03/15/2019 101-41310-421990 Reference ACH Enabled: True AP -Computer Check Proof List by Vendor (03/13/2019 - 3:08 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference 03/06/2019 NBP - Speakers 15.99 03/15/2019 101-42200-421990 03/06/2019 NBP - Cash Register Paper 72.99 03/15/2019 226-45122-421990 03/06/2019 NBP - Cleaning Wipes, Calculator Ribbons, Bin( 23.23 03/15/2019 217-41990-421990 03/06/2019 Dacotah Paper - Paper Plates, Straw 134.94 03/15/2019 226-45125-421990 03/06/2019 Dacotah Paper - Bathroom/Locker Room Supplii 929.23 03/15/2019 226-45126-421990 03/06/2019 Xcel Parking - IRP Meeting 2/12/19 in St.Paul 33.00 03/15/2019 101-41310-433100 03/06/2019 Dacotah Paper - Forks, Spoons, Cups, Food Glo, 291.50 03/15/2019 226-45125-421990 03/06/2019 Dacotah Paper - Bathroom Supplies 40.13 03/15/2019 101-45501-421990 03/06/2019 Dacotah Paper - Bathroom/Cleaning Supplies 177.36 03/15/2019 101-41941-421990 03/06/2019 Dacotah Paper - Bathroom/Locker Room Supplii 1,099.00 03/15/2019 226-45126-421990 03/06/2019 NBP - Pens, Speakers 32.88 03/15/2019 101-41310-421990 03/06/2019 Amazon - Printer for Register; Replacement Ink 453.95 03/15/2019 702-00000-421990 03/06/2019 Holiday - (3.986) gal. diesel @ $2.639 10.52 03/15/2019 101-45201-421200 03/06/2019 Amazon - Hand Stamps (2) 31.98 03/15/2019 226-45122-421990 03/06/2019 Service Master - Cleaning Services - Feb 2019 - 4,193.00 03/15/2019 226-45126-431100 03/06/2019 Service Master - Cleaning Services - Feb 2019 - 718.00 03/15/2019 101-41940-431100 03/06/2019 Service Master - Cleaning Services - Feb 2019 - 606.38 03/15/2019 656-00000-202099 03/06/2019 Service Master - Cleaning Services - Feb 2019 - 536.00 03/15/2019 101-41941-431100 03/06/2019 Service Master - Cleaning Services - Feb 2019 - 1,769.62 03/15/2019 101-45501-431100 03/06/2019 Monti Chamber - February Lunch (RL) 15.00 03/15/2019 101-41310-443990 03/06/2019 National Gym Supply - Cable for Lat Machine 78.78 03/15/2019 226-45126-422990 03/06/2019 Amazon - Medium Size Exercise Balls (2) 21.98 03/15/2019 226-45127-421720 03/06/2019 Amazon - Bodyweight Fitness Resistance Traine 54.97 03/15/2019 226-45127-421720 03/06/2019 Amazon - Dodgeballs (1 Set) 72.49 03/15/2019 226-45127-421740 03/06/2019 Monti Chamber - December Lunch (AM) 15.00 03/15/2019 226-45122-433100 03/06/2019 Minncor Industries - Duplicate Titles (2) 70.00 03/15/2019 217-41990-421990 03/06/2019 National Gym Supply - Cable for Lat Machine 78.16 03/15/2019 226-45126-422990 03/06/2019 Amazon - Replacement Batteries for Walkie Tall 24.12 03/15/2019 226-45122-421990 03/06/2019 Gov't Social Media - Virtual Pass to 2019 Confej 225.00 03/15/2019 101-41310-433100 03/06/2019 MN GFOA - February Monthly Meeting (SR) 15.00 03/15/2019 101-41520-433100 03/06/2019 Home Depot.com - Auto Flush for Toilets (2) 276.30 03/15/2019 226-45126-422990 03/06/2019 Amazon - Birthday Party Plates (576) 95.94 03/15/2019 226-45127-421460 03/06/2019 Amazon - Mouse for PC 18.97 03/15/2019 226-45122-421990 03/06/2019 Amazon - Birthday Party Napkins 17.45 03/15/2019 226-45127-421460 03/06/2019 Amazon - Birthday Party Placemats & Plates 62.04 03/15/2019 226-45127-421460 03/06/2019 MailFinance - Postage Machine Lease Payment 1 564.33 03/15/2019 101-41310-441500 03/06/2019 Verizon - Jan 4 - Feb 3 20.75 03/15/2019 601-49440-432100 03/06/2019 Verizon - Jan 4 - Feb 3 20.76 03/15/2019 602-49490-432100 03/06/2019 Verizon - Dec 21 - Jan 20 35.01 03/15/2019 101-43115-432100 03/06/2019 Verizon - Dec 21 - Jan 20 75.68 03/15/2019 101-43120-432100 03/06/2019 Verizon - Dec 21 - Jan 20 140.04 03/15/2019 101-42200-432100 03/06/2019 Verizon - Dec 21 - Jan 20 410.03 03/15/2019 101-43120-432100 03/06/2019 Cintas - Inv# 4016965089, 4016251011 39.20 03/15/2019 101-45501-431990 AP -Computer Check Proof List by Vendor (03/13/2019 - 3:08 PM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference 03/06/2019 Cintas - Inv# 4016965132, 4016568414, 401625 204.32 03/15/2019 226-45126-431990 03/06/2019 Cintas - Inv# 4016567945 29.92 03/15/2019 217-41990-431990 03/06/2019 ThyssenKrupp - Quarterly Elevator Maintenance 416.68 03/15/2019 226-45126-431900 03/06/2019 ThyssenKrupp - Quarterly Elevator Maintenance 198.95 03/15/2019 101-41941-431900 03/06/2019 Walmart - Acrylic Sign Holders/Frams (3), Docu 11.49 03/15/2019 226-45122-421990 03/06/2019 Monti Napa - Ice Scraper; Snow Brush 15.98 03/15/2019 101-42400-424100 03/06/2019 Runnings - Misc.Hardware for Climbing Wall 6.58 03/15/2019 226-45126-422990 03/06/2019 Holiday - Unleaded Fuel 8.233 gals @ $2.099 17.28 03/15/2019 217-41990-421200 03/06/2019 Target - Food for Council Meeting (2/11/19) 35.98 03/15/2019 101-41110-443990 03/06/2019 Target - Cleaning Supplies 98.85 03/15/2019 101-41310-421990 03/06/2019 Domino's Pizza - Food for Special EDA Meeting 41.30 03/15/2019 213-46301-443990 03/06/2019 Holiday - Unleaded Fuel 9.931 gals @ $2.149 21.34 03/15/2019 217-41990-421200 03/06/2019 Home Depot - Bolt Cutter for Locks; Clevis Pine 32.73 03/15/2019 226-45126-422990 03/06/2019 Holiday - Unleaded Fuel 8.570 gals @ $2.129 18.25 03/15/2019 217-41990-421200 03/06/2019 American Payroll Assoc. - 2019 Membership (R] 254.00 03/15/2019 101-41520-443300 03/06/2019 Holiday - Unleaded Fuel 10.199 gals @ $2.359 24.06 03/15/2019 217-41990-421200 03/06/2019 Monti Napa - Funnels for Generator @ Head En 9.70 03/15/2019 656-00000-202099 03/06/2019 Monti Napa - Exchange Funnel; Coolant for Gei 11.97 03/15/2019 656-00000-202099 03/06/2019 Runnings - grip clips 1.99 03/15/2019 601-49440-421990 03/06/2019 Amazon - converter cable 14.98 03/15/2019 101-42200-421990 03/06/2019 Dacotah Paper - (2) 24oz mop wet blend 18.48 03/15/2019 101-43127-421990 03/06/2019 Kwik Trip - #215 - (11.029) gal. diesel @ $2.625 29.00 03/15/2019 101-45201-421200 03/06/2019 Monti Napa -hose end fittings;(5.5) weathersld. 48.01 03/15/2019 101-45201-422100 03/06/2019 Cintas - Inv# 4016568324; 4016965128 122.66 03/15/2019 609-49754-431990 03/06/2019 Home Depot -(2) meter boxes 85.90 03/15/2019 601-49440-422701 03/06/2019 Allina Health - OCC Health Tech C.H.; cr T.G 45.00 03/15/2019 101-45201-431990 03/06/2019 Allina Health - OCC Health Tech T.M. 50.00 03/15/2019 101-43120-431990 03/06/2019 Monti Napa -(4) asst. hose ends; (11) weathershi 97.16 03/15/2019 101-45201-421990 03/06/2019 Heartland Tire - 2015 Ford vin 18599 Front End 97.19 03/15/2019 601-49440-440500 03/06/2019 Lanair Products - (2) waste oil burner 97.34 03/15/2019 101-43127-422300 03/06/2019 Monti Napa - #303 - tie rod end - 1/2 Water 58.07 03/15/2019 601-49440-422110 03/06/2019 Monti Napa - #303 - tie rod end - 1/2 Sewer 58.07 03/15/2019 602-49490-422110 03/06/2019 Arctic Glacier - resale #1956902805 123.57 03/15/2019 609-49750-425500 03/06/2019 Husky Spring - #116 - repair plate; (2) threaded j 130.60 03/15/2019 101-43127-422110 03/06/2019 Amazon - (6) Firefighter Duffel bags 155.55 03/15/2019 101-42200-421990 03/06/2019 Aspen Mills - (2) Custom Badge - D.K. 197.11 03/15/2019 101-42200-421120 03/06/2019 NBP - cs. t. tissue; cs. folded towels; pap. towels 201.14 03/15/2019 609-49754-421990 03/06/2019 U of M CCE- MN Shade Tree Course M.H. - 3/1 215.00 03/15/2019 101-43120-433100 03/06/2019 Amazon - monitor for DK - Fire 218.88 03/15/2019 702-00000-421990 03/06/2019 MN RWA - (3) Operator Training- MS; JM; BR 720.00 03/15/2019 601-49440-433100 03/06/2019 Titan Machine - #117 - Reman-Altern; relay 245.21 03/15/2019 101-43120-422100 03/06/2019 MFSCA - 2019 membership dues- DK 341.00 03/15/2019 101-42200-443300 03/06/2019 Grainger - #217 - linear actuator 373.69 03/15/2019 101-45201-422100 AP -Computer Check Proof List by Vendor (03/13/2019 - 3:08 PM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference 03/06/2019 4 State Trucks - (8) tire equalizer valve 428.00 03/15/2019 101-42200-422110 03/06/2019 PayPal - U-8 - front & rear seat covers 453.91 03/15/2019 101-42200-422110 03/06/2019 Active 911 -(47) fire responders app. 12 mo. sub 611.00 03/15/2019 101-42200-421990 03/06/2019 TowMaster - #116 - vibrator cougar DC3200; ph 772.51 03/15/2019 101-43120-422100 03/06/2019 Monti Aut Srvc.- Ladder 1 - remove & relace alt 786.19 03/15/2019 101-42200-440500 03/06/2019 Ameripride - Jan. 2019 uniforms - Parks 156.55 03/15/2019 101-45201-441700 03/06/2019 Ameripride - Jan. 2019 uniforms - Sewer 105.35 03/15/2019 602-49490-441700 03/06/2019 Ameripride - Jan. 2019 uniforms - Water 105.35 03/15/2019 601-49440-441700 03/06/2019 Ameripride - Jan. 2019 uniforms - Streets 178.55 03/15/2019 101-43120-441700 03/06/2019 Ameripride - Jan. 2019 Shop Towels 266.55 03/15/2019 101-43127-421990 03/06/2019 H & L Mesabi - (3) inserted/embedded curb runt 868.00 03/15/2019 101-43125-422460 03/06/2019 Allina Health -Qtr 12019- keep medicals up to c 1,293.70 03/15/2019 101-42200-431990 03/06/2019 WHCE - Sunset Ponds Lift Sta. 1/1-2/1/2019 99: 136.00 03/15/2019 602-49490-438100 03/06/2019 WHCE - 1645 & 1675 CR 39 37.65 03/15/2019 602-49490-438100 03/06/2019 WHCE - DMV 19.95 03/15/2019 217-41990-431900 03/06/2019 WHCE - 2171 W. River St - Parks 36.45 03/15/2019 101-45201-431900 03/06/2019 WHCE - 5980 Jason Ave NE - Water 19.95 03/15/2019 601-49440-431900 03/06/2019 WHCE - MCC 27.95 03/15/2019 226-45126-431900 03/06/2019 WHCE - 207 Chelsea Rd. - Water 32.95 03/15/2019 601-49440-431900 03/06/2019 WHCE - 209 Cedar St. - Water 29.95 03/15/2019 601-49440-431900 03/06/2019 WHCE - 132 E. Broadway. - Water 29.95 03/15/2019 601-49440-431900 03/06/2019 WHCE - 107 River St - Parks 19.95 03/15/2019 101-45201-431900 03/06/2019 WHCE - March 2019 Hi -Way Liquor 21.42 03/15/2019 609-49754-431900 03/06/2019 WHCE - March 2019 - MCC 19.95 03/15/2019 226-45126-431900 03/06/2019 WHCE - March 2019 - 200 Dundas - Water 29.95 03/15/2019 601-49440-431900 03/06/2019 WHCE - March 2019 - 909 Golf Crs. Rd 19.95 03/15/2019 101-43110-431900 03/06/2019 WHCE - General Street LIghting 1,328.69 03/15/2019 101-43160-438100 03/06/2019 AT & T - (2) FirstNet Mobile Unl. Aircards - Fir 118.44 03/15/2019 101-42200-432100 03/06/2019 Monti Napa - (5) chain cable lube 22.45 03/15/2019 101-43127-421990 03/06/2019 Monti Napa -(2) Z hose end fittings; (5.42) weat] 37.01 03/15/2019 101-43120-422110 03/06/2019 Nighthawk - March 2019 Prof. Service Mntc. A€ 49.95 03/15/2019 101-42200-431900 03/06/2019 Emer. Auto Tech - mangetic mnt. beacon - ambe 50.85 03/15/2019 101-43120-422110 03/06/2019 Kwik Trip - #215 - (20.544) gal. diesel @ $2.625 54.01 03/15/2019 101-45201-421200 03/06/2019 Monti Napa - (2) pliers; (2) beam blades; door u 73.32 03/15/2019 101-45201-421650 03/06/2019 Fastenal -(4) midlink; (2) chain 97.45 03/15/2019 101-43125-422100 03/06/2019 Home Depot - (2) flashlights 128.00 03/15/2019 101-43127-421990 03/06/2019 Truman Welter - #116 U -box - link connect 152.82 03/15/2019 101-43125-422100 03/06/2019 Zep - doz. brake wash; doz. Zep40 154.90 03/15/2019 101-43127-421600 03/06/2019 Morries Ford - Utility 8-(2) mud flaps 199.93 03/15/2019 101-42200-440500 03/06/2019 Dyna - (6) rll. elect tape; (50) hvy hex nut; (10) c 264.16 03/15/2019 101-43127-421990 03/06/2019 Wheelco - #105- air bag; chamber; #110 - teflon 270.84 03/15/2019 101-43120-422100 03/06/2019 Cable Wholesale -(4) 1000' meter MXU install ` 278.20 03/15/2019 601-49440-422701 03/06/2019 Husky Springs - #105 - (2) Leaf Spring; (4) thd. 766.94 03/15/2019 101-43120-422110 AP -Computer Check Proof List by Vendor (03/13/2019 - 3:08 PM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference 03/06/2019 Fastenal - #116 -(50) hi -alloy; med split 3.59 03/15/2019 101-43120-422100 03/06/2019 Fastenal - #116 -(50) 7/16" Hi -Alloy 5.19 03/15/2019 101-43120-422100 03/06/2019 Monti Napa - #111- mirror 15.99 03/15/2019 101-43120-422110 03/06/2019 Monti Napa - #212 & #217 - (4) asst. oil filters 17.28 03/15/2019 101-45201-422100 03/06/2019 Marties - (2) grit 17.40 03/15/2019 101-45201-421650 03/06/2019 Holiday - Unleaded Fuel 11.312 gals @ $2.359 26.69 03/15/2019 217-41990-421200 03/06/2019 Holiday - 6.333 gal. diesel @ $2.629 - Snow Ma 16.65 03/15/2019 101-45201-421200 03/06/2019 Holiday - 4.556 gal. diesel @ $2.629 - Snow Ma 11.98 03/15/2019 101-45201-421200 03/06/2019 Holiday - 3.576 gal. diesel @ $2.629 - Snow Ma 9.40 03/15/2019 101-45201-421200 03/06/2019 Holiday - 6.516 gal. diesel @ $2.629 - Snow Ma 17.13 03/15/2019 101-45201-421200 03/06/2019 Holiday - 4.968 gal. diesel @ $2.629 - Snow Ma 13.06 03/15/2019 101-45201-421200 03/06/2019 Holiday - 4.152 gal. diesel @ $2.639 - Snow Ma 10.96 03/15/2019 101-45201-421200 03/06/2019 Holiday - 5.700 gal. diesel @ $2.639 - Snow Ma 15.04 03/15/2019 101-45201-421200 03/06/2019 Holiday - 5.049 gal. diesel @ $2.639 - Snow Ma 13.32 03/15/2019 101-45201-421200 03/06/2019 Holiday - 4.480 gal. diesel @ $2.639 - Snow Ma 11.82 03/15/2019 101-45201-421200 03/06/2019 Holiday - 5.915 gal. diesel @ $2.639 - Snow Ma 15.61 03/15/2019 101-45201-421200 03/06/2019 Holiday - 4.643 gal. diesel @ $2.799 - Snow Ma 13.00 03/15/2019 101-45201-421200 03/06/2019 Holiday - 4.767 gal. diesel @ $2.629 - Snow Ma 12.53 03/15/2019 101-45201-421200 03/06/2019 Holiday - 5.216 gal. diesel @ $2.759 - Snow Ma 14.39 03/15/2019 101-45201-421200 03/06/2019 Amazon - Replacement CAP Barbell Machine B 16.50 03/15/2019 226-45127-421720 03/06/2019 Amazon - Acrylic Donation/Ballot Box w/Lock 9.89 03/15/2019 226-45122-421990 03/06/2019 Amazon - Replacement Batteries for Walkie Tall 24.12 03/15/2019 226-45122-421990 03/06/2019 Amazon - Childcare Toys; Play Yard Extension 1 62.76 03/15/2019 226-45127-421730 03/06/2019 Amazon - Replacement Battery for Walkie Talkii 10.76 03/15/2019 226-45122-421990 03/06/2019 Amazon - Replacement Battery for Walkie Talkii 12.55 03/15/2019 226-45122-421990 03/06/2019 Amazon - Stylus Tool, Cleaning Wipes, Air Fre: 58.51 03/15/2019 101-41310-421990 03/06/2019 Amazon - Childcare Play Yard 64.99 03/15/2019 226-45127-421730 03/06/2019 Amazon - Keyboard Risers for Front Desk (2) 99.98 03/15/2019 226-45122-421990 03/06/2019 Amazon - Resistance Bands (32) 269.96 03/15/2019 226-45127-421720 03/06/2019 Amazon - Birthday Party Napkins (375) 20.97 03/15/2019 226-45127-421460 03/06/2019 Amazon - Rechargeable Portable PA System w/f 129.15 03/15/2019 101-41310-421990 03/06/2019 NBP - Paper, Hand Sanitizer, Cleaner 48.60 03/15/2019 217-41990-421990 03/06/2019 NBP - Paper, Calculator 43.93 03/15/2019 226-45122-421990 03/06/2019 NBP - Paper, Card Stock 33.50 03/15/2019 226-45122-421990 03/06/2019 Runnings - Test Stips for Alkilinity 11.99 03/15/2019 226-45126-422990 03/06/2019 Sams Club - Bluetooth Boom Box for Fitness Cl 149.81 03/15/2019 226-45127-421720 03/06/2019 Sams Club - Storeage Carts for Friendship Islanc 49.96 03/15/2019 226-45127-421981 03/06/2019 Ausco - Staff T Shirts (30) 202.50 03/15/2019 226-45122-421110 03/06/2019 Monti Chamber - March Lunch (AM) 15.00 03/15/2019 226-45122-433100 03/06/2019 Home Depot - Lock Set for DMV 15.97 03/15/2019 217-41990-421990 03/06/2019 24 Hour Wristbands - Birthday Party Wrist Band 205.00 03/15/2019 226-45127-421460 03/06/2019 Verizon - Jan I1 - Feb 10 25.02 03/15/2019 101-43115-432100 03/06/2019 Von Hanson Snacks - Snack Pretzels (38 contain 63.08 03/15/2019 226-45125-425410 AP -Computer Check Proof List by Vendor (03/13/2019 - 3:08 PM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference 03/06/2019 Caribou - March Safety Prizes 30.00 03/15/2019 101-41800-421990 03/06/2019 PayPal - Wheel Cover for Elliptical 21.46 03/15/2019 226-45126-440440 03/06/2019 Target - Snacks for Special Council Meeting 5.99 03/15/2019 101-41110-443990 03/06/2019 Domino's Pizza - Food for Special CC Meeting ( 53.21 03/15/2019 101-41110-443990 03/06/2019 GTS - Land Use Workshop 65.00 03/15/2019 101-41910-433100 03/06/2019 Wall Street Journal - Monthly Subscription (WO 44.99 03/15/2019 101-41520-443300 03/06/2019 Advanced Disposal - Jan 2019 36,893.57 03/15/2019 101-43230-438400 03/06/2019 Advanced Disposal - Jan 2019 - Recycling 13,239.60 03/15/2019 101-43230-438400 03/06/2019 Advanced Disposal - Jan 2019 - GFEE 2,975.68 03/15/2019 101-00000-208120 03/06/2019 Advanced Disposal - Jan 2019 35.80 03/15/2019 101-43127-438400 03/06/2019 Advanced Disposal - Jan 2019 47.74 03/15/2019 101-45201-438400 03/06/2019 Advanced Disposal - Jan 2019 23.87 03/15/2019 101-45201-438400 03/06/2019 Advanced Disposal - Jan 2019 113.38 03/15/2019 602-49480-438400 03/06/2019 Advanced Disposal - Jan 2019 208.87 03/15/2019 226-45126-438400 03/06/2019 Advanced Disposal - Jan 2019 23.87 03/15/2019 609-49754-438400 03/06/2019 Advanced Disposal - Jan 2019 23.87 03/15/2019 101-45201-438400 03/06/2019 Advanced Disposal - Jan 2019 11.93 03/15/2019 101-45501-431990 03/06/2019 Amazon - (2) coffee; (2) vacuum brush roller ins 216.05 03/15/2019 101-43110-421990 03/06/2019 Runnings - (2) gal. degreaser 16.38 03/15/2019 101-45201-421650 03/06/2019 Home Depot -(2) 3pk. Super 33+ 3/4" x 66' 19.94 03/15/2019 101-45201-421650 03/06/2019 Auto Value - (2) 20 Trico Chill winter 19.98 03/15/2019 101-45201-422100 03/06/2019 Monti Napa - (7) chain lube 31.43 03/15/2019 101-43127-421990 03/06/2019 Kwik Trip - #215 - (18.935) gal. diesel @ $2.795 53.00 03/15/2019 101-45201-421200 03/06/2019 Monti Napa - #215 - (2) oil fltr; (12) brake clean 53.98 03/15/2019 101-45201-422100 03/06/2019 Force Am. - (3) gasket 91.06 03/15/2019 101-43125-422100 03/06/2019 Force Am. - armrest joystick dual axis 222.91 03/15/2019 101-43125-422100 03/06/2019 Dyna - (50) crimp & shrink butt connector 164.66 03/15/2019 101-45201-421650 03/06/2019 Dyna -multi crimp tool; pwr. jaw mini mstr; (50) 534.43 03/15/2019 101-45201-421650 03/06/2019 Monti Napa - (2) straps - back shop 194.72 03/15/2019 101-45201-421650 03/06/2019 MacQueen #119 - wear plate rh 211.83 03/15/2019 101-43120-422100 03/06/2019 USPS -postage for KL gear cleaning - Fire 19.50 03/15/2019 101-42200-432200 03/06/2019 Office Max - computer cable. Item returned in m 19.99 03/15/2019 101-42200-421990 03/06/2019 Monti Napa - radiator repair kit 12.61 03/15/2019 602-49490-422110 03/06/2019 Monti Napa - (4) oil filters; (2) flat 23.58 03/15/2019 101-43127-421990 03/06/2019 Monti Napa - plug; coupler 24.38 03/15/2019 101-43120-422110 03/06/2019 Cub - resale (30) limes; (10) lemons 42.62 03/15/2019 609-49750-425500 03/06/2019 Monti Napa - repair kit; radiator rpr. kit; epoxy s 43.37 03/15/2019 602-49490-422110 03/06/2019 Am. Water Works Assoc. - membership renewal 324.00 03/15/2019 601-49440-443300 03/06/2019 Pollution Cntrl Agency -(3) Collection Sys. Train 585.00 03/15/2019 602-49490-433100 03/06/2019 Pollution Cntrl Agency -(3) Collection Sys. Train 585.00 03/15/2019 601-49440-433100 03/06/2019 Capitol Complex - Parking for EDA Day At the 1 8.00 03/15/2019 213-46301-433100 03/06/2019 Amazon - Paper Plates 28.19 03/15/2019 217-41990-421990 03/06/2019 Amazon - Monthly Prime Membership 12.99 03/15/2019 226-45122-443300 AP -Computer Check Proof List by Vendor (03/13/2019 - 3:08 PM) Page 7 Invoice No Description Amount Payment Date Acct Number 03/06/2019 GovDeals.com - File Cabinet 28.12 03/15/2019 217-41990-421990 03/06/2019 National Gym Supply - Refund for Returned Cal -33.42 03/15/2019 226-45126-422990 03/06/2019 Perkins - City/County/Xcel Facility Update Mtg 11.85 03/15/2019 101-00000-115030 03/06/2019 Bugambilias - City/County/Xcel Facility Update 12.20 03/15/2019 101-00000-115030 Check Total: 90,051.01 Vendor: 2438 VANCO SERVICES LLC Check Sequence: 6 00009619840 Vanco - Gateway Exchange - February 2019 0.28 03/15/2019 656-00000-202099 00009619840 Vanco - Gateway Exchange - February 2019 53.71 03/15/2019 601-49440-443980 00009619840 Vanco - Gateway Exchange - February 2019 53.71 03/15/2019 602-49490-443980 Check Total: 107.70 Total for Check Run: 97,582.53 Total of Number of Checks: 6 The preceding list of bills payables was reviewed and approved for payment. Date: 3/25/19 Approved by: Mayor Brian Stumpf Reference ACH Enabled: True AP -Computer Check Proof List by Vendor (03/13/2019 - 3:08 PM) Page 8 Accounts Payable To Be Paid Proof List User: Julie.Cheney Printed: 03/14/2019 - 3:42PM Batch: 00204.03.2019 - 204.03.2019 AP Invoice Number Account Number WRIGHT CO AUDITOR-TREAS 2645 3/14/2019 101-41940-437100 Property Taxes 3/14/2019 Total Invoice Date Amount Quantity Payment Date Task Description 3/14/2019 5,840.00 5,840.00 WRIGHT CO AUDITOR -T Report Total: 5,840.00 5,840.00 0.00 03/14/2019 PID 155-018-001012 Remaining 2019 Tax Stmt Bal The preceding list of bills payables was reviewed and approved for payment. Date: 3/25/19 Approved by: Mayor Brian Stumpf CJTY 0 F 10 Type PO # Close PO Line # Reference False 0 AP -To Be Paid Proof List (03/14/2019 - 3:42 PM) Page 1 Accounts Payable Computer Check Proof List by Vendor User: Debbie.Davidson Printed: 03/20/2019 - 2:11PM Batch: 00203.03.2019 - 203.03.2019 AP Invoice No Description Vendor: 1977 ANCOM COMMUNICATIONS INC 86063 (6) Minitor V Belt clips - pager clips 68670600 Check Total: Vendor: 1039 AQUA LOGIC INC 48578 Spider Gasket 3" ABS Side Mount MPV 68712500 Check Total: Vendor: 4502 ARVIG 289235 FNM expenses Feb. 2019 3/8/2019 IT Services- March 2019 Check Total Vendor: 1065 BELLBOY CORPORATION 68670600 resale - wine 68670600 resale - liquor 68670600 freight 68712500 freight 68712500 resale - wine 68712500 resale - liquor 99142700 freight 99142700 resale -juice; condiments 99142700 quartbags 99158500 resale - bottle coolers 99158500 resale - condiments 99158500 #12 bags 99158500 freight 702-00000-431990 Check Total: Vendor: 1067 BERNICK'S Amount Payment Date Acct Number Check Sequence: 1 96.00 03/26/2019 101-42200-421990 96.00 Moiiii6effo Y Reference ACH Enabled: False AP -Computer Check Proof List by Vendor (03/20/2019 - 2:11 PM) Page 1 Check Sequence: 2 ACH Enabled: True 55.38 03/26/2019 226-45126-422990 55.38 Check Sequence: 3 ACH Enabled: True 1,371.54 03/26/2019 656-49877-421800 73.00 03/26/2019 702-00000-431990 1,444.54 Check Sequence: 4 ACH Enabled: True 344.00 03/26/2019 609-49750-425300 1,077.59 03/26/2019 609-49750-425100 20.39 03/26/2019 609-49750-433300 42.16 03/26/2019 609-49750-433300 212.00 03/26/2019 609-49750-425300 2,367.50 03/26/2019 609-49750-425100 0.85 03/26/2019 609-49750-433300 142.70 03/26/2019 609-49750-425500 42.90 03/26/2019 609-49754-421990 72.00 03/26/2019 609-49750-425400 69.65 03/26/2019 609-49750-425500 69.85 03/26/2019 609-49754-421990 0.97 03/26/2019 609-49750-433300 4,462.56 Check Sequence: 5 ACH Enabled: False AP -Computer Check Proof List by Vendor (03/20/2019 - 2:11 PM) Page 1 Invoice No Description 17245 resale - sales tax correction 17245 resale - Coffee Pot Filters 35906 resale - pop, water, juice, milk 35907 resale - soda pop 35907 resale juice 35908 resale - beer 39282 resale - pop, Gatorade, water, 39283 resale - soda pop 39283 resale -juice 39284 resale - beer Check Total: Vendor: 1074 BOLTON AND MENK INC 0229810 Walnut Street Improvements 0229811 18C003 DESIGN - Fire Station Amount Payment Date Acct Number -3.69 Check Total: Vendor: 1080 BRAEMAR MAILING SERVICE INC 59691 UB March 2019 Invoices -(3730) Print, Fold, Stu 59691 UB March 2019 Invoices -(3730) Print, Fold, Stu 59691 UB March 2019 Invoices - (3730) MCC Insert 03/26/2019 Check Total: Vendor: 3632 BRIAN BRAMLEY 12712 dba ERS - (4) chest replacement straps 03/26/2019 Check Total: Vendor: 4328 BREAKTHRU BEVERAGE MN WINE & SPIF 1080939280 resale - liquor 1080939280 resale - wine 1080939280 resale - mix 1080939280 freight 1080939281 resale - beer 1080939282 freight 1080939282 resale - liquor 1080942753 freight 1080942753 resale - wine 1080942753 resale - liquor 1080942753 resale - mix Amount Payment Date Acct Number -3.69 03/26/2019 226-45125-421990 53.69 03/26/2019 226-45125-421990 382.99 03/26/2019 226-45125-425410 95.10 03/26/2019 609-49750-425400 32.80 03/26/2019 609-49750-425500 1,667.20 03/26/2019 609-49750-425200 352.72 03/26/2019 226-45125-425410 138.80 03/26/2019 609-49750-425400 32.80 03/26/2019 609-49750-425500 794.90 03/26/2019 609-49750-425200 3,547.31 03/26/2019 609-49750-425400 Check Sequence: 6 5,038.00 03/26/2019 400-43300-431990 535.00 03/26/2019 400-43300-452010 5,573.00 Check Sequence: 7 1,050.81 03/26/2019 601-49440-431800 1,050.81 03/26/2019 602-49490-431800 37.30 03/26/2019 226-45122-434990 2,138.92 Check Sequence: 8 210.12 03/26/2019 101-42200-421990 ph UI K Check Sequence: 9 1,860.48 03/26/2019 609-49750-425100 1,208.00 03/26/2019 609-49750-425300 58.00 03/26/2019 609-49750-425400 49.94 03/26/2019 609-49750-433300 27.65 03/26/2019 609-49750-425200 1.93 03/26/2019 609-49750-433300 225.00 03/26/2019 609-49750-425100 62.16 03/26/2019 609-49750-433300 1,793.99 03/26/2019 609-49750-425300 2,765.98 03/26/2019 609-49750-425100 60.95 03/26/2019 609-49750-425400 Reference ACH Enabled: False ACH Enabled: False ACH Enabled: True ACH Enabled: False AP -Computer Check Proof List by Vendor (03/20/2019 - 2:11 PM) Page 2 Invoice No Description Amount Payment Date Acct Number 8,114.08 33.25 33.25 7,650.00 7,650.00 93.00 149.50 111.40 353.90 13,578.90 76.55 13,655.45 756.00 756.00 118.20 118.20 835.53 835.53 98.00 18,419.22 176.00 Check Sequence: 10 03/26/2019 217-41990-431990 Check Sequence: 11 03/26/2019 601-49440-440100 Check Sequence: 12 03/26/2019 400-43300-459018 03/26/2019 400-43300-459018 03/26/2019 101-00000-220110 Check Sequence: 13 03/26/2019 609-49750-425200 03/26/2019 609-49750-425400 Check Sequence: 14 03/26/2019 609-49750-425300 Check Sequence: 15 03/26/2019 609-49750-425200 Check Sequence: 16 03/26/2019 101-41520-433100 Check Sequence: 17 03/26/2019 609-49750-425400 03/26/2019 609-49750-425200 03/26/2019 609-49750-425200 Reference ACH Enabled: False ACH Enabled: False ACH Enabled: True ACH Enabled: True ACH Enabled: False ACH Enabled: True ACH Enabled: True ACH Enabled: True AP -Computer Check Proof List by Vendor (03/20/2019 - 2:11 PM) Page 3 Check Total: Vendor: 4929 BUREAU OF CRIMINAL APPREHENSION 3/18/2019 Background Check (1) Check Total: Vendor: 3682 BURSCHVILLE CONSTRUCTION INC 4496 Repair water main break 201 Chelsea - 2/22/19 Check Total: Vendor: 1091 CAMPBELL KNUTSON PA 2348-148G 19 16C006 - Fallon Ave Condemnation - Feb 2019 2348-155G 5 16C006 - Bluffs in Monticello Assessment Appe 2348-157G 2 201847 - Groveland 5th Addition - Feb 2019 Check Total: Vendor: 4646 CAPITOL BEVERAGE SALES L.P. 2233577 resale - beer 2233577 resale - beer n/a Check Total: Vendor: 1095 CARLOS CREEK WINERY INC 16976 resale - wine Check Total: Vendor: 4089 CARLSON & LYTER DISTRIBUTING, INC 8153156 resale - beer Check Total: Vendor: 3831 RAELYNN COOK 3/20/2019 Reimbursement for Hotel for SNUG Conference Check Total: Vendor: 1129 DAHLHEIMER BEVERAGE LLC 1399571 resale - beer n/a 1399571 resale - beer 1404801 resale - beer Amount Payment Date Acct Number 8,114.08 33.25 33.25 7,650.00 7,650.00 93.00 149.50 111.40 353.90 13,578.90 76.55 13,655.45 756.00 756.00 118.20 118.20 835.53 835.53 98.00 18,419.22 176.00 Check Sequence: 10 03/26/2019 217-41990-431990 Check Sequence: 11 03/26/2019 601-49440-440100 Check Sequence: 12 03/26/2019 400-43300-459018 03/26/2019 400-43300-459018 03/26/2019 101-00000-220110 Check Sequence: 13 03/26/2019 609-49750-425200 03/26/2019 609-49750-425400 Check Sequence: 14 03/26/2019 609-49750-425300 Check Sequence: 15 03/26/2019 609-49750-425200 Check Sequence: 16 03/26/2019 101-41520-433100 Check Sequence: 17 03/26/2019 609-49750-425400 03/26/2019 609-49750-425200 03/26/2019 609-49750-425200 Reference ACH Enabled: False ACH Enabled: False ACH Enabled: True ACH Enabled: True ACH Enabled: False ACH Enabled: True ACH Enabled: True ACH Enabled: True AP -Computer Check Proof List by Vendor (03/20/2019 - 2:11 PM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference 1404814 resale - beer 14,214.78 03/26/2019 609-49750-425200 1404814 resale - beer n/a 138.00 03/26/2019 609-49750-425400 1404838 resale - beer 3,414.15 03/26/2019 609-49750-425200 201261 resale - beer 3,453.30 03/26/2019 609-49750-425200 201261 resale - beer n/a 31.00 03/26/2019 609-49750-425400 201842 resale - beer 127.50 03/26/2019 609-49750-425200 201948 resale - beer 214.20 03/26/2019 609-49750-425200 202001 resale - beer 587.50 03/26/2019 609-49750-425200 Check Total: 40,873.65 Vendor: 2050 DEMVI LLC Check Sequence: 18 ACH Enabled: False 3/12/2019 April - Parking Lot Easement Maint Agreement 121.60 03/26/2019 213-46301-443990 Check Total: 121.60 Vendor: 1153 ECM PUBLISHERS INC Check Sequence: 19 ACH Enabled: True 676922 Ad # 907865 - Public Cemetery Lots Regained 913.77 03/26/2019 651-49010-435100 676923 Ordinance 713 - Ad# 913135 93.84 03/26/2019 101-41310-435100 678577 16C006 - Fallon Ave Landscape Improvement B 664.56 03/26/2019 400-43300-459018 Check Total: 1,672.17 Vendor: 1793 EMERGENCY AUTOMOTIVE TECHNOLOG. Check Sequence: 20 ACH Enabled: False MP022119-202 (2) Amber Super LED Heads 894.36 03/26/2019 101-43120-422110 Check Total: 894.36 Vendor: 4336 FARM -RITE EQUIPMENT INC Check Sequence: 21 ACH Enabled: False P36358 #230- (3) fuel filters 175.35 03/26/2019 101-45201-422100 Check Total: 175.35 Vendor: 2273 FIBERNET MONTICELLO - ACH Check Sequence: 22 ACH Enabled: True 3/8/2019 March 2019 - Phone - City Hall 631.38 03/26/2019 702-00000-432100 3/8/2019 March 2019 - Phone - MCC 553.50 03/26/2019 702-00000-432100 3/8/2019 March 2019 - Phone - Ballfields 19.56 03/26/2019 702-00000-432100 3/8/2019 March 2019 - Phone - DMV 265.74 03/26/2019 702-00000-432100 3/8/2019 March 2019 - Phone - Hi Way Liquor 342.26 03/26/2019 702-00000-432100 3/8/2019 March 2019 - Phone - Fire Hall 226.66 03/26/2019 702-00000-432100 3/8/2019 March 2019 - Phone - Public Works 262.73 03/26/2019 702-00000-432100 3/8/2019 March 2019 - Phone - Parks 114.12 03/26/2019 702-00000-432100 3/8/2019 March 2019 - Phone - Prairie Center 14.22 03/26/2019 702-00000-432100 3/8/2019 March 2019 - Phone - Sheriff 69.86 03/26/2019 702-00000-432100 AP -Computer Check Proof List by Vendor (03/20/2019 - 2:11 PM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference 3/8/2019 March 2019 - Internet - City Hall 134.95 03/26/2019 702-00000-432300 3/8/2019 March 2019 - Internet - MCC 10.00 03/26/2019 702-00000-432300 3/8/2019 March 2019 - Internet - Ballfields 10.00 03/26/2019 702-00000-432300 3/8/2019 March 2019 - Internet - DMV 41.95 03/26/2019 702-00000-432300 3/8/2019 March 2019 - Internet - Hi Way Liquor 41.95 03/26/2019 702-00000-432300 3/8/2019 March 2019 - Internet - Fire Hall 41.95 03/26/2019 702-00000-432300 3/8/2019 March 2019 - Internet - Animal Shelter 29.95 03/26/2019 702-00000-432300 3/8/2019 March 2019 - Internet - Public Works 69.95 03/26/2019 702-00000-432300 3/8/2019 March 2019 - Internet - Sheriff 41.95 03/26/2019 702-00000-432300 3/8/2019 March 2019 - Internet - MCC @ Prairie Center 40.63 03/26/2019 702-00000-432300 3/8/2019 March 2019 - Cable - Fire Hall 5.11 03/26/2019 101-42200-431990 3/8/2019 March 2019 - Cable - City Hall 12.95 03/26/2019 101-41310-431990 3/8/2019 March 2019 - Cable - MCC 338.01 03/26/2019 226-45127-432500 3/8/2019 March 2019 - Data Hosting - City Hall 500.00 03/26/2019 702-00000-431900 3/8/2019 March 2019 - Service Contract - City Hall 250.00 03/26/2019 702-00000-431900 Check Total: 4,069.38 Vendor: 2174 FINANCE AND COMMERCE Check Sequence: 23 ACH Enabled: False 744183225 16C006 - Fallon Ave Landscape Improvement B 270.42 03/26/2019 400-43300-459018 Check Total: 270.42 Vendor: 1179 FIRE SAFETY USA INC Check Sequence: 24 ACH Enabled: False 120304 (2) TNT female std. coupler; (2) dust cover sand 243.00 03/26/2019 101-42200-421990 Check Total: 243.00 Vendor: 1205 GRAINGER INC Check Sequence: 25 ACH Enabled: False 9112483160 3/16" Cable - 50 ft 30.20 03/26/2019 226-45126-422990 9115614910 GP Motor - 1/3 HP 90.31 03/26/2019 226-45126-422990 Check Total: 120.51 Vendor: 1223 HAWKINS INC Check Sequence: 26 ACH Enabled: True 4456137 Polymer - Aqua Hawk - WWTP 3,619.20 03/26/2019 602-49480-421990 4456639 Pool Chemicals 643.38 03/26/2019 226-45124-421600 4459303 Pool Chemicals 87.11 03/26/2019 226-45124-421600 Check Total: 4,349.69 Vendor: 1232 HILLYARD INC MINNEAPOLIS Check Sequence: 27 ACH Enabled: False 700372560 Drain Hose 26.16 03/26/2019 226-45126-422990 AP -Computer Check Proof List by Vendor (03/20/2019 - 2:11 PM) Page 5 Invoice No Description Vendor: 1259 Check Total: Vendor: 4650 JASEN HOGLUND 0136 (6) custom lettering- park trail CR190109020 Check Total: Vendor: 4218 HOHENSTEINS, INC 126664 resale - beer 126664 resale - beer n/a Vendor: 1259 Check Total: Vendor: 1244 HORIZON COMMERCIAL POOL SUPPLY 190109020 Pool Chemicals CR190109020 Courier Shipping Credit 2954116 Check Total: Vendor: 3369 JAKE'S EXCAVATING INC 3688 Reed - 2-14-19 1232802 Check Total: Vendor: 1259 JJ TAYLOR DISTRIBUTING 2954084 resale - beer 2954084 freight 2954116 resale- beer 2954116 freight Check Total: Vendor: 1263 JOHNSON BROTHERS LIQUOR CO. 1232802 resale - liquor 1232802 freight 1232803 freight 1232803 resale - wine 1233724 resale - liquor 1233724 freight 1233725 freight 1233725 resale - wine 1233725 resale - wine n/a 1233726 resale - beer Amount Payment Date Acct Number Reference 26.16 Check Sequence: 28 ACH Enabled: False 420.00 03/26/2019 101-45201-421650 420.00 Check Sequence: 29 ACH Enabled: False 766.50 03/26/2019 609-49750-425200 60.00 03/26/2019 609-49750-425400 826.50 Check Sequence: 30 ACH Enabled: False 429.15 03/26/2019 226-45124-421600 -54.63 03/26/2019 226-45124-421600 374.52 Check Sequence: 31 ACH Enabled: True 500.00 03/26/2019 651-49010-431150 500.00 Check Sequence: 32 ACH Enabled: False 583.00 03/26/2019 609-49750-425200 3.00 03/26/2019 609-49750-433300 1,647.90 03/26/2019 609-49750-425200 3.00 03/26/2019 609-49750-433300 2,236.90 Check Sequence: 33 ACH Enabled: False 3,862.25 03/26/2019 609-49750-425100 68.56 03/26/2019 609-49750-433300 40.99 03/26/2019 609-49750-433300 1,566.42 03/26/2019 609-49750-425300 6,178.92 03/26/2019 609-49750-425100 44.21 03/26/2019 609-49750-433300 14.65 03/26/2019 609-49750-433300 505.60 03/26/2019 609-49750-425300 67.00 03/26/2019 609-49750-425400 45.98 03/26/2019 609-49750-425200 AP -Computer Check Proof List by Vendor (03/20/2019 - 2:11 PM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference 1234921 resale - liquor 933.21 03/26/2019 609-49750-425100 1234921 freight 10.68 03/26/2019 609-49750-433300 1234922 freight 29.80 03/26/2019 609-49750-433300 1234922 resale- mix 53.00 03/26/2019 609-49750-425400 1234922 resale - wine 1,169.90 03/26/2019 609-49750-425300 1237973 freight 10.43 03/26/2019 609-49750-433300 1237973 resale - liquor 1,221.72 03/26/2019 609-49750-425100 1237974 resale - wine 1,563.00 03/26/2019 609-49750-425300 1237974 freight 53.64 03/26/2019 609-49750-433300 1238829 freight 83.33 03/26/2019 609-49750-433300 1238829 resale - liquor 5,950.64 03/26/2019 609-49750-425100 1238830 resale - wine 564.25 03/26/2019 609-49750-425300 1238830 resale - mix 32.00 03/26/2019 609-49750-425400 1238830 freight 16.39 03/26/2019 609-49750-433300 1238831 resale - beer 22.99 03/26/2019 609-49750-425200 1239994 resale - liquor 2,790.29 03/26/2019 609-49750-425100 1239994 freight 21.59 03/26/2019 609-49750-433300 1239995 freight 23.84 03/26/2019 609-49750-433300 1239995 resale - wine 1,137.29 03/26/2019 609-49750-425300 1239996 resale - beer 51.20 03/26/2019 609-49750-425200 1242547 resale - liquor 4,172.49 03/26/2019 609-49750-425100 1242547 freight 31.29 03/26/2019 609-49750-433300 1242548 freight 17.88 03/26/2019 609-49750-433300 1242548 resale - wine 550.20 03/26/2019 609-49750-425300 530460 resale - liquor credit inv. # 1227976 -20.57 03/26/2019 609-49750-425100 530460 freight credit inv. # 1227976 -0.12 03/26/2019 609-49750-433300 530461 freight credit inv. # 1227977 -4.47 03/26/2019 609-49750-433300 530461 resale - wine credit inv. # 1227977 -108.00 03/26/2019 609-49750-425300 530462 resale - liquor credit inv. # 1227976 -224.99 03/26/2019 609-49750-425100 530462 freight credit inv. 4 1227976 -1.49 03/26/2019 609-49750-433300 530463 freight credit inv. # 1227977 -1.49 03/26/2019 609-49750-433300 530463 resale - wine credit inv. # 1227977 -38.85 03/26/2019 609-49750-425300 531438 resale - wine credit inv. # 1208626 -18.00 03/26/2019 609-49750-425300 531439 resale - wine credit inv. # 1221258 -13.79 03/26/2019 609-49750-425300 531749 resale - wine credit inv. # 1234922 -55.15 03/26/2019 609-49750-425300 531749 freight credit inv. # 1234922 -1.49 03/26/2019 609-49750-433300 531881 resale - wine credit inv. # 1197116 -27.58 03/26/2019 609-49750-425300 532638 freight credit inv. # 1234922 -1.49 03/26/2019 609-49750-433300 532638 resale - wine credit inv. # 1234922 -104.00 03/26/2019 609-49750-425300 Check Total: 32,284.15 Vendor: 2641 JOHNSON MATERIALS INC Check Sequence: 34 ACH Enabled: False AP -Computer Check Proof List by Vendor (03/20/2019 - 2:11 PM) Page 7 Invoice No Description Amount Payment Date Acct Number Reference 4600 (67.56) ton washed sand 378.33 03/26/2019 101-43125-421700 4610 (120.64) ton washed sand 675.59 03/26/2019 101-43125-421700 4613 (37.91) ton washed sand 212.30 03/26/2019 101-43125-421700 4616 (99.69) ton washed sand 558.26 03/26/2019 101-43125-421700 Check Total: 1,824.48 Vendor: 4456 LUPULIN BREWING LLC Check Sequence: 35 ACH Enabled: True 19383 resale - beer 360.00 03/26/2019 609-49750-425200 Check Total: 360.00 Vendor: 1303 M AMUNDSON CIGAR & CANDY CO, LLP Check Sequence: 36 ACH Enabled: True 276055 resale - cigarettes; juice 2,713.87 03/26/2019 609-49750-425500 276055 resale - soda pop; tobacco; barware 903.84 03/26/2019 609-49750-425400 Check Total: 3,617.71 Vendor: 3745 MANSFIELD OIL COMPANY Check Sequence: 37 ACH Enabled: True 21201826 (983) gal. diesel @ $2.65 2,608.76 03/26/2019 101-43120-421200 21201840 (353) gal. unleaded @ $2.21 781.47 03/26/2019 101-43120-421200 21206916 (600) gal. diesel @ $2.74 1,645.15 03/26/2019 101-43120-421200 21213078 (879) gal. diesel @ $2.66 2,338.49 03/26/2019 101-43120-421200 21213079 (268) gal. unleaded @ $2.31 618.52 03/26/2019 101-43120-421200 Check Total: 7,992.39 Vendor: 1726 MARCO TECHNOLOGIES Check Sequence: 38 ACH Enabled: False INV6120405 3/10/19 - 4/9/19 Contract Payment 935.58 03/26/2019 702-00000-441500 INV6120405 Supply Freight Fee 46.00 03/26/2019 702-00000-441500 INV6120406 3/10/19 - 4/9/19 Contract Payment 214.29 03/26/2019 702-00000-441500 Check Total: 1,195.87 Vendor: 1314 MCDOWALL COMPANY Check Sequence: 39 ACH Enabled: False 613862 Quarterly Maintenance Contract #C0520 - 3/1/1S 466.00 03/26/2019 226-45126-431990 Check Total: 466.00 Vendor: 1330 CITY OF MINNEAPOLIS Check Sequence: 40 ACH Enabled: True 400451002850 Jan 2019 - Monti Pawn Transactions (204) 183.60 03/26/2019 101-42100-431990 Check Total: 183.60 Vendor: 1349 MN DEPT OF TRANSPORTATION Check Sequence: 41 ACH Enabled: False AP -Computer Check Proof List by Vendor (03/20/2019 - 2:11 PM) Page 8 Invoice No Description P000I O127 16C006 - MNDOT Material Testing & Inspectioi Amount Check Total: Vendor: 5147 MN PEIP 834153 April - Health Insurance 19148 Check Total: Vendor: 1371 MONTICELLO FIREMEN RELIEF ASSOC 3/19/2019 Pass thru to Monti Fire Relief - Rec'd 3/14/19 - S Amount Payment Date Check Total: Vendor: 2512 MONTICELLO PLBG HTG AC LLC 19148 400-43300-459018 Parts Arts Bldg. Air Ex.; bath fan; discon. gas & 19148 118.15 Labor -Arts Bldg. Air Ex.; bath fan; discon. gas. Check Total: Vendor: 1377 MONTICELLO SENIOR CENTER March 2019 True Monthly Allocation - March 2019 03/26/2019 101-00000-217061 Check Total: Vendor: 4549 ANN MOSACK 3/6/2019 Mileage Reimbursement - March (20.2 Miles) Check Total: Vendor: 1401 NORTHWEST ASSOCIATED CONSULTANT 24102 101-42202-443950 Feb 2019 - Technical Assisstance - City Projects 24103 1,000.00 201901 - Headwaters Senior Housing - Feb 201 S 24103 TC Staffing Sign Variance - Feb 2019 24103 201901 - Affordable Storage 2 - Feb 2019 24103 False 201847 - Lake Region RV Center - Feb 2019 24103 101-45204-431990 201901 - Spaeth PUD - Feb 2019 24103 1,510.00 Briggs PUD - Feb 2019 24104 Feb 2019 - Technical Assisstance - Meetings 2,726.50 Check Total: Vendor: 1411 OLSON & SONS ELECTRIC INC 58106 Check Sequence: 45 Labor -replace red It. in stoplight; (4) instl in -lin( 58106 5,150.00 Parts -replace red It. in stoplight; (4) instl in-line Amount Payment Date Acct Number Reference 118.15 03/26/2019 400-43300-459018 118.15 Check Sequence: 42 ACH Enabled: True 35,919.30 03/26/2019 101-00000-217061 35,919.30 Check Sequence: 43 ACH Enabled: False 1,000.00 03/26/2019 101-42202-443950 1,000.00 Check Sequence: 44 ACH Enabled: False 1,216.50 03/26/2019 101-45204-431990 1,510.00 03/26/2019 101-45204-431990 2,726.50 Check Sequence: 45 ACH Enabled: True 5,150.00 03/26/2019 101-45175-444310 5,150.00 Check Sequence: 46 ACH Enabled: True 11.72 03/26/2019 226-45122-433100 11.72 Check Sequence: 47 ACH Enabled: True 3,768.18 03/26/2019 101-41910-431990 449.80 03/26/2019 101-41910-431990 986.10 03/26/2019 101-41910-431990 540.94 03/26/2019 101-41910-431990 2,201.74 03/26/2019 101-00000-220110 173.00 03/26/2019 101-41910-431990 523.64 03/26/2019 101-41910-431990 450.00 03/26/2019 101-41910-431990 9,093.40 Check Sequence: 48 ACH Enabled: True 332.50 03/26/2019 101-43160-431990 78.15 03/26/2019 101-43160-431990 AP -Computer Check Proof List by Vendor (03/20/2019 - 2:11 PM) Page 9 Invoice No Description Check Total Vendor: 1427 Check Total: Vendor: 1273 PAUSTIS & SONS WINE CO 43330 resale - wine 43330 freight 2513720 Check Total: Vendor: 4633 PERFORMANCE FOOD GROUP INC 54398169 Cheese Sauce for Concession Check Total Vendor: 1427 PHILLIPS WINE & SPIRITS CO 2513719 freight 2513719 resale - liquor 2513720 resale - wine 2513720 freight 2514325 freight 2514325 resale - liquor 2515260 resale - liquor 2515260 freight 2515261 freight 2515261 resale - wine 2515261 resale - wine n/a 2517432 freight 2517432 resale - liquor 2517433 resale - mix 2517433 resale - wine 2517433 freight 2518043 freight 2518043 resale - liquor 2518930 resale - liquor 2518930 freight 2518931 freight 2518931 resale - wine 2518931 resale - wine n/a 2520861 resale - liquor 2520861 freight 2520862 freight 2520862 resale - wine 322466 resale - liquor credit inv. #2509908 Amount Payment Date Acct Number 410.65 03/26/2019 609-49750-433300 Check Sequence: 49 1,583.50 03/26/2019 609-49750-425300 18.75 03/26/2019 609-49750-433300 1,602.25 8.94 03/26/2019 Check Sequence: 50 119.32 03/26/2019 226-45125-425410 11L'%3�J Check Sequence: 51 21.01 03/26/2019 609-49750-433300 2,076.62 03/26/2019 609-49750-425100 382.00 03/26/2019 609-49750-425300 8.94 03/26/2019 609-49750-433300 25.58 03/26/2019 609-49750-433300 2,448.60 03/26/2019 609-49750-425100 1,519.50 03/26/2019 609-49750-425100 17.88 03/26/2019 609-49750-433300 11.92 03/26/2019 609-49750-433300 416.00 03/26/2019 609-49750-425300 117.50 03/26/2019 609-49750-425400 16.39 03/26/2019 609-49750-433300 2,123.40 03/26/2019 609-49750-425100 209.64 03/26/2019 609-49750-425400 522.00 03/26/2019 609-49750-425300 22.35 03/26/2019 609-49750-433300 13.71 03/26/2019 609-49750-433300 1,374.84 03/26/2019 609-49750-425100 1,938.16 03/26/2019 609-49750-425100 22.14 03/26/2019 609-49750-433300 42.47 03/26/2019 609-49750-433300 2,032.04 03/26/2019 609-49750-425300 64.00 03/26/2019 609-49750-425400 2,601.15 03/26/2019 609-49750-425100 33.27 03/26/2019 609-49750-433300 2.98 03/26/2019 609-49750-433300 96.00 03/26/2019 609-49750-425300 -79.00 03/26/2019 609-49750-425100 Reference ACH Enabled: False ACH Enabled: True ACH Enabled: False AP -Computer Check Proof List by Vendor (03/20/2019 - 2:11 PM) Page 10 Invoice No Description Amount Payment Date Acct Number Reference 322466 freight credit inv. #2509908 -1.49 03/26/2019 609-49750-433300 322763 freight credit inv. # 2510530 -1.49 03/26/2019 609-49750-433300 322763 resale - liquor credit inv. # 2510530 -64.95 03/26/2019 609-49750-425100 322764 resale - liquor credit inv. # 2510530 -81.50 03/26/2019 609-49750-425100 322764 freight credit inv. 9 2510530 -1.49 03/26/2019 609-49750-433300 322765 freight credit inv. # 2511409 -1.49 03/26/2019 609-49750-433300 322765 resale liquor credit inv. # 2511409 -130.00 03/26/2019 609-49750-425100 323541 freight credit inv. # 2515261 -1.49 03/26/2019 609-49750-433300 323541 resale - wine credit inv. # 2515261 -32.00 03/26/2019 609-49750-425300 323855 freight credit inv. # 2514325 -0.12 03/26/2019 609-49750-433300 323855 resale - liquor credit inv. # 2514325 -14.30 03/26/2019 609-49750-425100 323979 resale - wine credit inv. #2517433 -160.00 03/26/2019 609-49750-425300 323979 freight credit inv. # 2517433 -4.47 03/26/2019 609-49750-433300 Check Total: 17,586.30 Vendor: 5200 QUINLIVAN & HUGHES P.A. Check Sequence: 52 ACH Enabled: False 136581 Conduct Supervisor Training on ADA 800.00 03/26/2019 101-41800-431960 Check Total: 800.00 Vendor: 1455 RED'S MARATHON Check Sequence: 53 ACH Enabled: False Feb. 2019 slips diesel gas slips - PW Feb. 2019 1,306.96 03/26/2019 101-43120-421200 Check Total: 1,306.96 Vendor: 4022 REINHART FOODSERVICE LLC Check Sequence: 54 ACH Enabled: True 641943 Food for Concession Resale 471.54 03/26/2019 226-45125-425410 651734 Food for Concession Resale 603.65 03/26/2019 226-45125-425410 Check Total: 1,075.19 Vendor: 4386 ROBINSON ASSOCIATES LLC Check Sequence: 55 ACH Enabled: False CM4 Actuarial Valuation Fire Relief Assoc. Pension P 1,000.00 03/26/2019 101-41540-430100 Check Total: 1,000.00 Vendor: 1470 RUSSELL SECURITY RESOURCE INC Check Sequence: 56 ACH Enabled: True A34306 Install New Hex Key Dogging Assembly - East 1 157.55 03/26/2019 226-45126-440100 A34307 Rekey New Conference Room to Existing Maste 100.00 03/26/2019 101-45501-431990 Check Total: 257.55 Vendor: 1474 PATRICIAA SALZWEDEL Check Sequence: 57 ACH Enabled: True AP -Computer Check Proof List by Vendor (03/20/2019 - 2:11 PM) Page 11 Invoice No Description Amount Payment Date Acct Number Reference March 2nd Semi Monthly Contract Payment 1,666.67 03/26/2019 101-42700-431200 Check Total: 1,666.67 Vendor: 2016 SCENIC SIGN CORPORATION Check Sequence: 58 ACH Enabled: False 3/18/2019 201853 - Escrow Refund for Twin City Staffing' 494.90 03/26/2019 101-00000-220110 Check Total: 494.90 Vendor: 3309 SOUTHERN GLAZER'S WINE AND SPIRITS; Check Sequence: 59 ACH Enabled: False 1793341 resale - liquor 1,620.82 03/26/2019 609-49750-425100 1793341 freight 16.56 03/26/2019 609-49750-433300 1793342 freight 1.40 03/26/2019 609-49750-433300 1793342 resale- mix 40.12 03/26/2019 609-49750-425400 1793343 freight 25.20 03/26/2019 609-49750-433300 1793343 resale - wine 1,262.00 03/26/2019 609-49750-425300 1795967 freight 28.14 03/26/2019 609-49750-433300 1795967 resale - liquor 2,637.98 03/26/2019 609-49750-425100 1795968 resale - wine 926.00 03/26/2019 609-49750-425300 1795968 freight 18.20 03/26/2019 609-49750-433300 Check Total: 6,576.42 Vendor: 1507 STREICHERS INC Check Sequence: 60 ACH Enabled: False 1355589 (2) led flashlight; (2) traffic wand led amber 270.00 03/26/2019 101-42200-421990 CM281551 (30) return battery pk. cart. LED battery- inv. # I -127.50 03/26/2019 101-42200-421990 Check Total: 142.50 Vendor: 1518 TDS TELECOM Check Sequence: 61 ACH Enabled: True 763-271-3257 TDS 99.68 03/26/2019 702-00000-432100 763-295-2005 TDS 20.16 03/26/2019 702-00000-432100 763-295-3714 TDS 345.51 03/26/2019 702-00000-432100 Check Total: 465.35 Vendor: 4859 TRIO SUPPLY COMPANY Check Sequence: 62 ACH Enabled: False 517296 (4) cs. paper towel rolls; cs. forks; cs. p. plates 147.22 03/26/2019 101-45201-421650 Check Total: 147.22 Vendor: 5199 U -SAVE AUTO RENTAL OF MONTICELLO/9 Check Sequence: 63 ACH Enabled: False 3/14/2019 Rental Van for Tours of Public Works Facilities 139.81 03/26/2019 101-43110-433100 AP -Computer Check Proof List by Vendor (03/20/2019 - 2:11 PM) Page 12 Invoice No Description Check Total: AP -Computer Check Proof List by Vendor (03/20/2019 - 2:11 PM) Amount Payment Date Acct Number 139.81 856.03 856.04 1,712.07 60,125.00 60,125.00 354.25 419.20 773.45 448.00 704.00 21.00 24.00 305.42 10.00 1,512.42 289.70 289.70 240.00 240.00 2,083.33 2,083.33 Check Sequence: 64 03/26/2019 601-49440-432200 03/26/2019 602-49490-432200 Check Sequence: 65 03/26/2019 602-49480-430800 Check Sequence: 66 03/26/2019 609-49750-425400 03/26/2019 609-49750-425400 Check Sequence: 67 03/26/2019 609-49750-425100 03/26/2019 609-49750-425300 03/26/2019 609-49750-433300 03/26/2019 609-49750-425400 03/26/2019 609-49750-425100 03/26/2019 609-49750-433300 Check Sequence: 68 03/26/2019 101-43120-433100 Check Sequence: 69 03/26/2019 601-49440-422740 Check Sequence: 70 03/26/2019 101-45204-431990 Reference ACH Enabled: False ACH Enabled: True ACH Enabled: True ACH Enabled: True ACH Enabled: False ACH Enabled: False ACH Enabled: False Page 13 Check Total: Vendor: 1544 US POSTAL SERVICE 3/7/2019 PI 42 - UB March Billing (3,730 pcs) (1/2) 3/7/2019 PI 42 - UB March Billing (3,730 pcs) (1/2) Check Total: Vendor: 1550 VEOLIA WATER N AM OPERATING SERV L. 90187519 April 2019 WWTP Operations & Maintenance Check Total: Vendor: 1552 VIKING COCA COLA BOTTLING CO 2309926 resale - soda pop 2314637 resale - soda pop Check Total: Vendor: 1684 VINOCOPIA 228180 resale - liquor 228180 resale - wine 228180 freight 228630 resale - soda pop 228630 resale - liquor 228630 freight Check Total: Vendor: 3446 WARNING LITES OF MN INC 208268 (6) Traffic Controller Seminar - PW Check Total: Vendor: 1561 WATER LABORATORIES INC 7310 Feb. 2019 Water Testing Check Total: Vendor: 4766 SUSAN WESTLEY Feb. 2019 Feb. 2019 - Sue Seeger - Monti Arts Sevice Check Total: AP -Computer Check Proof List by Vendor (03/20/2019 - 2:11 PM) Amount Payment Date Acct Number 139.81 856.03 856.04 1,712.07 60,125.00 60,125.00 354.25 419.20 773.45 448.00 704.00 21.00 24.00 305.42 10.00 1,512.42 289.70 289.70 240.00 240.00 2,083.33 2,083.33 Check Sequence: 64 03/26/2019 601-49440-432200 03/26/2019 602-49490-432200 Check Sequence: 65 03/26/2019 602-49480-430800 Check Sequence: 66 03/26/2019 609-49750-425400 03/26/2019 609-49750-425400 Check Sequence: 67 03/26/2019 609-49750-425100 03/26/2019 609-49750-425300 03/26/2019 609-49750-433300 03/26/2019 609-49750-425400 03/26/2019 609-49750-425100 03/26/2019 609-49750-433300 Check Sequence: 68 03/26/2019 101-43120-433100 Check Sequence: 69 03/26/2019 601-49440-422740 Check Sequence: 70 03/26/2019 101-45204-431990 Reference ACH Enabled: False ACH Enabled: True ACH Enabled: True ACH Enabled: True ACH Enabled: False ACH Enabled: False ACH Enabled: False Page 13 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 1572 THE WINE COMPANY Check Sequence: 71 ACH Enabled: True 100060 resale- wine 924.00 03/26/2019 609-49750-425300 100060 freight 11.55 03/26/2019 609-49750-433300 credit 1/29/19 freight credit inv. 7217723 dif. vendor pd in erro -4.96 03/26/2019 609-49750-433300 credit 1/29/19 resale - wine credit inv.7217723 dif vendor pd ij -377.72 03/26/2019 609-49750-425300 Check Total: 552.87 Vendor: 1573 WINE MERCHANTS INC Check Sequence: 72 ACH Enabled: False 7224553 freight 7.45 03/26/2019 609-49750-433300 7224553 resale - wine 608.00 03/26/2019 609-49750-425300 7224720 resale - wine 1,600.00 03/26/2019 609-49750-425300 7224720 freight 37.25 03/26/2019 609-49750-433300 7226211 freight 10.43 03/26/2019 609-49750-433300 7226211 resale- wine 653.00 03/26/2019 609-49750-425300 725624 freight credit inv. 9 7224720 -2.98 03/26/2019 609-49750-433300 725624 resale - wine credit inv. # 7224720 -128.00 03/26/2019 609-49750-425300 Check Total: 2,785.15 Vendor: 2645 WRIGHT CO AUDITOR-TREAS Check Sequence: 73 ACH Enabled: False 1 Asessment Fee 671.90 03/26/2019 101-41550-431250 Check Total: 671.90 Vendor: 1577 WRIGHT CO AUDITOR-TREAS - ACH Check Sequence: 74 ACH Enabled: True 3/19/2019 Court Fines & Fees - Feb 2019 3,774.15 03/26/2019 101-42100-430410 Check Total: 3,774.15 Total for Check Run: 316,472.85 Total of Number of Checks: 74 The preceding list of bills payable was reviewed and approved for payment. Date: 3/25/19 Approved by Mayor Brian Stumpf AP -Computer Check Proof List by Vendor (03/20/2019 - 2:11 PM) Page 14 City Council Agenda: 3/25/19 2B. Consideration of approving new hires and departures for Citv departments (TE) A. REFERENCE AND BACKGROUND: The Council is asked to ratify the hiring and departures of employees that have occurred recently in the departments listed. It is recommended that the Council officially ratify the hiring/departure of all listed employees including part-time and seasonal workers. By ratifying departures, the council also approves the expenditure for final amounts due to terminated and otherwise departing employees. Al. Budget Impact: (positions are generally included in budget) A2. Staff Work Load Impact: If new positions, there may be some training involved. If terminated positions, existing staff would pick up those hours, as needed, until replaced. B. ALTERNATIVE ACTIONS: I . Motion to ratify the hire/departures of the employees as identified on the attached list. 2. Motion to deny the recommended hires and departures. C. RECOMMENDATION: By statute the City Council has the authority to approve all hires/departures. City staff recommends Alternative #l, for the Council to approve the hires and/or departures as listed. D. SUPPORTING DATA: A. List of new/terminated employees NEW EMPLOYEES Name Title Department Hire Date Class Julia Kolles Slide MCC 3/8/2019 PT TERMINATING EMPLOYEES Name Reason Department Last Day Class Mackenzie Turner Voluntary MCC 1/14/19 PT Margaret Pauman Voluntary Parks 3/8/19 Seasonal Scott lano Voluntary Parks 3/8/19 Seasonal Jack Meyer Voluntary Parks 3/8/19 Seasonal New Hire and Terms City Council 2019: 3/20/2019 City Council Agenda: 3/25/2019 2C. Consideration of approving sale or disposal of surplus vroverty (WO) A. REFERENCE AND BACKGROUND: The Council is asked to declare certain items as surplus property and authorize the sale or disposal of those items. Staff is disposing of a cardboard baler by public auction. Al. Budget Impact: Varies by the value of the property. A2. Staff Work Load Impact: Minimal. B. ALTERNATIVE ACTIONS: 1. Motion to approve the sale or disposal of surplus property as identified on the attached lists. 2. Motion to deny the sale or disposal of surplus property as recommended. C. RECOMMENDATION: Staff Recommends Option 1 to approve the sale or disposal of surplus property as identified. D. SUPPORTING DATA: A. Surplus List B. Photo Equipment/Supplies Surplus List Department _Liquor Date 3/18/2019 1. $100,000 + A. B. 2. $50,000 - $100,000 A. B. 3. $25,000.00 - $50,000.00 A. B. 4. $10,000 - $25,000 A. B. C. 5. $2,500 - $10,000 A. B. C. 6. $1,000 - $2,500 A. B. C. 7. $100 - $1,000 A. Cardboard baler (disposal by auction) B. C. 8. $0-$100 A. B. C. w — ----- , . •t om r , •. No One Under = ""�' Age 18 Pviay Operate - 1- QZ Oki '1 � '+► i r� � I p City Council Agenda: 3/25/2019 2D. Consideration of approving appointment of Kari Moorhouse to the IEDC for a term ending December 31, 2020 (JT/JaT) A. REFERENCE AND BACKGROUND: Per the IEDC's Organizational and Membership Guidelines, members approved for appointment to the IEDC are to be ratified by the City Council. Over the past several months, the IEDC has experienced some turnover with two resignations in October 2018: Mr. Jacob Kramer and Mr. Joe Hammer. Kari Moorhouse submitted an application and interviewed with city staff on February 4, 2019. Moorhouse is an employee of Xcel Energy (serving out of the Roseville office) and a Monticello resident. At the March 5, 2019 meeting, the IEDC passed a motion recommending City Council accept the appointment of Ms. Moorhouse as a new member of the IEDC. If Ms. Moorhouse is approved for the IEDC board, her term would expire on December 31, 2020. Al. Budget Impact: There is no budgetary impact from the consideration of appointing Ms. Moorhouse to the IEDC. The IEDC members do not receive a meeting stipend at this time. A2. Staff Workload Impact: None B. ALTERNATIVE ACTIONS: 1. Motion to approve the appointment of Kari Moorhouse to the IEDC with a term ending date of December 31, 2020. 2. Motion to not approve the appointment and recommend other action. C. STAFF RECOMMENDATION: Staff recommends approving the appointment of Ms. Kari Moorhouse to the IEDC. If the Council appoints her to the IEDC, the membership will increase from 13 to 14. D. SUPPORTING DATA: A. IEDC Ordinance 715, Title 2, Chapter 10 By Laws B. IEDC Organizational and Membership Guidelines (see Section VII) C. Kari Moorhouse Application TITLE 2 - CHAPTER 10 INDUSTRIAL AND ECONOMIC DEVELOPMENT COMMITTEE SECTION: 2-10-1: Name of Committee 2-10-2: Authorization 2-10-3: Membership 2-10-4: Term of Office 2-10-5: Attendance 2-10-6: Vacancy 2-10-7: Officers 2-10-8: Meetings 2-10-9: Quorum 2-10-10: Duties of the Committee 2-10-11: Amendments 2-10-1: NAME OF THE COMMITTEE: The name of the organization shall be the Monticello Industrial and Economic Development Committee (IEDC). 2-10-2: AUTHORIZATION: Duties are delegated to the IEDC by the City Council of Monticello by this ordinance dated June 28, 2010, and by Resolution No. 2008-44 approved the 27th day of May, 2008. 2-10-3: MEMBERSHIP: The Monticello IEDC shall consist of sixteen (16) to eighteen (18) regular members to be appointed by the City Council of Monticello. Said Committee members shall consist of Monticello business representatives or residents of the City of Monticello. One Council member shall be appointed annually to serve on the IEDC. The Director of the Monticello Chamber of Commerce and Industry shall be an ex -officio member of the IEDC. (Ord 637 4/25/16) 2-10-4: TERM OF OFFICE: The term of the regular members shall be for three (3) years and shall be staggered so that no more than one-half of the terms expire in a given year. All regular terms shall expire at the first City Council meeting of the new calendar year. 2-10-5: ATTENDANCE: It is the City Council's intention to encourage IEDC members to attend all IEDC meetings. It is desired that IEDC members attend at least 75% of meetings in a calendar year. Members may be subject to replacement by the City Council in the event attendance does not meet this standard. 2-10-6: VACANCY: Any vacancy in the regular or at large membership shall be filled by the City Council, and such appointee shall serve for the unexpired term so filled. MONTICELLO CITY ORDINANCE TITLE II/CHAPTER 10/PAGE 1 2-10-7: OFFICERS: (A) Elections. The Monticello IEDC shall elect at its Annual meeting from its membership a chair, vice chair, and a secretary who shall serve for a term of one year and shall have such powers as may be prescribed in the rules of said Committee. (B) Duties of Chair. The chair shall preside at all meetings of the IEDC and shall have the duties normally conferred and parliamentary usage of such officers. (C) Duties of Vice Chair. The vice chair shall act for the chair in his absence. (D) Duties of Secretarv. The secretary shall keep the minutes and records of the Committee with the assistance of City Staff. 2-10-8: MEETINGS: (A) Regular meetings shall be held on a date established by the IEDC. In the event of a conflict with a holiday or special events, a majority at any meeting may change the date and location of the meeting. The meeting shall be open to the general public. 2-10-9: QUORUM: A majority of the total IEDC members shall constitute a quorum for the transaction of business. 2-10-10: DUTIES OF THE COMMITTEE: It shall be the duty of the Committee, with staff assistance, to advocate and make recommendations to the Economic Development Authority and City Council, relative to and including influencing industrial and economic development in and for the City of Monticello, with an emphasis on industrial land, increase tax base and number of livable wage -level jobs by promoting industrial and economic growth, and working to maintain a desirable business environment. 2-10-11: AMENDMENTS: This ordinance may be amended as recommend by the majority vote of the existing membership of the IEDC and only after majority vote of the City Council. (#519, 8/23/10) MONTICELLO CITY ORDINANCE TITLE II/CHAPTER 10/PAGE 2 MONTICELLO INDUSTRIAL & ECONOMIC DEVELOPMENT COMMITTEE (IEDC) ORGANIZATIONAL AND MEMBERSHIP GUIDELINES I. Meeting Time and Place: Regular meetings are held the first Tuesday of each month at 7:00 a.m. at the Monticello Community Center. Special meetings may be called by the Chair. II. Mission Statement and Obiectives: As written and adopted by the Monticello IEDC in the Annual Action Statement. III. Committee Size: While there is no set or definite size established, it is generally understood that the committee will not exceed 16-18 members. IV. Make-up of the Committee: Committee members must either work or reside in the community of greater Monticello. Individuals who are involved in an occupation or profession that provides services to the community of Monticello but is not headquartered within the community may also serve as members of the committee. Standing Committee Members: The City Council shall appoint a representative of either the Mayor or a Council Member to the IEDC as a non-voting member. The Board of Directors of the Monticello Chamber of Commerce & Industry shall appoint a voting member to the IEDC. These members shall be considered in committee size. Citv Staff Members: Non-voting Administrator of the City of Monticello Economic Development Manager of the City of Monticello (serves as the EDA Executive Director) Community Development Director of the City of Monticello (in the absence of the Economic Development Manager) V. Officers: The Chair, the Vice Chair, and the Secretary shall be appointed annually at the January meeting. Length of office term shall not exceed three consecutive years. Minutes of each meeting are the responsibility of the Secretary. Committee correspondence is the responsibility of the Economic Development Manager. VI. Length of Membership Term: Members shall serve for three year terms on a three year rotating basis so that approximately one-third of the membership expires each year. Individuals wishing to continue serving on the committee may so indicate prior to the expiration of their term. Any member wishing to relinquish his/her position on the IEDC may do so by submitting a letter of resignation. 20161EDCORG&GUIDELINES IEDC ORGANIZATIONAL/MEMBERSHIP GUIDELINES PAGE 2 VII. Filling a Vacant Position: A list of potential committee members shall be kept by the Executive Director. The IEDC must recommend approval of new members by a majority vote. The City Council must ratify the appointment of new members to the IEDC. VIII. Membershit) Attendance: In order to make a positive contribution to the committee, each member is expected to attend at least 75% of the meetings in any given year. A year is defined as beginning on the 1st of January and ending the 31th of December. Amended: 01/05/16,12/06/2016 2016IEDCORG&GUDELINES OHC - Print Joh Application Page 1 of b EMPLOYMENT APPLICATION City of Monticello For Official Use Only: C Tv U r 505 Walnut Street QUAI DNQ: Monticello, Minnesota - 55362 ❑ Experience Monticello http:l/www.ci.monticello.mn.us M I N,ti t SO TA (http://www.ci,monticello.mn.us) ❑ Training MOORHOUSE, KARI Industrial and Economic Development Committee ❑ Other: (Volunteer) PERSONAL INFORMATION POSITION TITLE: Job Number: Industrial and Economic Development Committee 2018-00030 (Volunteer) NAME: (Last, First, Middle) PERSON MOORHOUSE, KARI ADDRESS: (Street, City, State, Zip Code) HOME PHONE: EMAIL ADDRESS: NOTIFICATION PREFERENCE: Email DRIVER'S LICENSE: LEGAL RIGHT TO WORK HIGHEST LEVEL OF EDUCATION: Yes IN THE UNITED Master's Degree State: MN Number: STATES?: ■ Yes ❑ No PREFERENCES SHIFTS YOU WILL ACCEPT: WHAT TYPE OF JOB ARE YOU LOOKING FOR? TYPES OF WORK YOU WILL ACCEPT: EDUCATION SCHOOL NAME: Cardinal Stritch University Milwaukee https:Hsecure.neogov.com/aurora/print 1/29/2019 OHC - Print Job Application LOCATION:(City, , State) Milwaukee, WI MAJOR/MINOR: BUSINESS ADMINISTRATION SCHOOL NAME: St. Cloud State University LOCATION:(City, , State) St. Cloud, MN MAJOR/MINOR: BUSINESS MANAGEMENT SCHOOL NAME: Project Management Institute LOCATION:(City, , State) Corporate, PA DATES: from August/2018 to Present DID YOU GRADUATE? ■Yes ❑No DID YOU GRADUATE? ■Yes ❑No DID YOU GRADUATE? ■ Yes ❑ No WORK EXPERIENCE EMPLOYER: Xcel Energy ADDRESS: (Street, City, State, Zip Code): Roseville, MN MAY WE CONTACT THIS EMPLOYER? ■ Yes ❑ No HOURS PER WEEK: 40 Page 2 of 6 DEGREE RECEIVED: Master's DEGREE RECEIVED: Bachelor's DEGREE RECEIVED: Certification POSITION TITLE: ELECTRCIAL DISTRIBUTION PROJECT MANAGER DUTIES: Performing project manager duties to build and deploy a mesh network that will allow new meters to deliver an enhanced customer experience Developing business and functional processes to support current and future work on the mesh network Leading alignment with corresponding projects, business units and vendors REASON FOR LEAVING: Current position DATES: EMPLOYER: from December/2015 to July/2018 Xcel Energy https://secure.neogov.com/aurora/print POSITION TITLE: NUCLEAR PROJECT MANAGER 1/29/2019 OHC - Print Job Application Page 3 of 6 ADDRESS: (Street, City, State, Zip Code): Monticello, MN MAY WE CONTACT THIS EMPLOYER? ■Yes ❑No HOURS PER WEEK: 40 DUTIES: Performed project management duties to install security assets, reverse engineer and install switches necessary for controlling nuclear power, and installing new piping in the power plant Coordinate with Engineering, Operations, Maintenance, and other organizational groups to deliver capital projects safely, timely and within budget. Establish and maintain a clear communication plan for each project, including stakeholders and project team responsibilities Coordinate with Supply Chain to develop complex and long-term contract scope documents Site Chair Person for Women in Nuclear (WIN) REASON FOR LEAVING: New position within the company. DATES: EMPLOYER: POSITION TITLE: from October/2012 to Xcel Energy NUCLEAR PROJECT CONTROLS December/2015 SPECIALIST ADDRESS: (Street, City, State, Zip Code): Monticello, MN MAY WE CONTACT THIS EMPLOYER? ■Yes ❑No HOURS PER WEEK: 40 DUTIES: Maintained the Capital Projects Financial Portfolio - forecasting, accruals, budget, documentation, analysis, reporting and long range planning Led and participated in project controls initiatives for process improvements Guided Project Managers and individuals in other business units on reporting policies, Long Range Plan procedures, Project Management procedures, capital expenditure policies, and best practices for cost tracking Member of the 2015 Outage Safety Standards Team Mentored Project Controls Summer Intern REASON FOR LEAVING: New position within the company. DATES: EMPLOYER: POSITION TITLE: from November/2010 to Xcel Energy/ Manpower PROJECT COST CONTROLS CLERK October/2012 I Group https:Hsecure.neogov.com/aurora/print 1/29/2019 OHC - Print Job Application ADDRESS: (Street, City, State, Zip Code): Monticello, MN MAY WE CONTACT THIS EMPLOYER? ■ Yes ❑ No HOURS PER WEEK: 40 Page 4 of 6 DUTIES: Assisted in the development of a Major Capital Project forecast and budget Participated in the transition to an external design engineering organization including: onboarding the vendor, vendor expenditure reviews, contract compliance verification, and monthly cost analysis REASON FOR LEAVING: New position within the company. DATES: EMPLOYER: POSITION TITLE: from December/2009 to Brandl Motors Auto OFFICE MANAGER November/2010 I Connection ADDRESS: (Street, City, State, Zip Code): St. Cloud, MN MAY WE CONTACT THIS EMPLOYER? N Yes ❑ No HOURS PER WEEK: 40 DUTIES: Managed sales reporting, accounts payable, accounts receivable, bank accounts, commissions, collections and repossessions REASON FOR LEAVING: Career opportunity with Xcel Energy. DATES: EMPLOYER: POSITION TITLE: from April/2006 to November/2009 I H&S Heating & A/C, Inc I HUMAN RESOURCE MANAGER ADDRESS: (Street, City, State, Zip Code): St. Cloud, MN MAY WE CONTACT THIS EMPLOYER? ■Yes ❑No HOURS PER WEEK: 40 https://secure.neogov.com/aurora/print 1/29/2019 OHC - Print Job Application Page 5 of 6 DUTIES: Developed the HR position, created the employee handbook, implemented a performance review process, administered benefits, coordinated workers compensation, ensured employment law compliance, assisted in hiring decisions and developed a training program Monitored and reported revenues for projects and services Managed accounts payable and accounts receivable REASON FOR LEAVING: Laid off - economic downturn. CERTIFICATES AND LICENSES TYPE: PMP DATE ISSUED:I EXPIRATION DATE: May 2016 May 2019 SKILLS OFFICE SKILLS: Nothing Entered For This Section OTHER SKILLS: Nothing Entered For This Section LANGUAGE(S): Nothing Entered For This Section NUMBER: ISSUING AGENCY: SUPPLEMENTAL INFORMATION Volunteer Experience Chair of the largest fundraising event for the school. This position required coordination, organization and leadership in the efforts of: prize solicitations, volunteers, event set up, event closeout, fund collection, menu planning, food preparation, decorating and cleanup. This event raised and contributed nearly $100,000 towards the school budget during my four years as Chair. 2010 - 2013 REFERENCES Nothing Entered For This Section Agency - Wide Questions 1. Are you at least 16 years old? Yes 2. Are you at least 18 years old? Yes 3. How did you hear about this position? City Website 4. If you marked "Other" please specify. https://secure.neogov.com/aurora/print 1/29/2019 OHC - Print Job Application Page 6 of 6 Job Soecific SuoDlemental Questions 1. Please describe in detail why you are interested in volunteering for the City of Monticello. I'm interested in becoming involved in this community. This specific position may allow me to utilize my skills and experience to achieve it's goals. 2. Please describe your prior volunteer experiences (include organization names and dates of service). Chair of the largest fundraising event for St Mary HOC Elementary school in St. Augusta. This position required coordination, organization and leadership in the efforts of: prize solicitations, volunteers, event set up, event closeout, fund collection, menu planning, food preparation, decorating and cleanup. This event raised and contributed nearly $100,000 towards the school budget during my four years as Chair. 2010 — 2013 3. Please describe your qualifications for this appointment below. Certified Project Manager Educated Business Professional By clicking on the 'Accept & Submit' button, I hereby certify that all of the information provided by me in this application (or any other accompanying or required documents) is correct, accurate and complete to the best of my knowledge. I understand that the falsification, misrepresentation or omission of any facts in said documents may be cause for denial of employment or immediate termination of employment regardless of the timing or circumstances of discovery. I understand that submission of an application does not guarantee employment. I understand that none of the documents, policies, procedures, actions, statements of the City of Monticello or its representatives used during the employment process is deemed a contract of employment, real or implied. In consideration for employment with the City of Monticello, if employed, I agree to conform to the rules, regulations, policies and procedures of the City of Monticello at all times and understand that such obedience is a condition of employment. I understand that if offered a position with the City of Monticello, I may be required to submit to a pre- employment medical examination, drug screening and background check as a condition of employment. I understand that unsatisfactory results from, refusal to cooperate with, or any attempt to affect the results of these pre-employment tests and checks will result in withdrawal of any employment offer or termination of employment if already employed. I hereby authorize all schools, former employers, references, courts and any others who have information about me to provide such information to the City of Monticello and/or its representatives, agents or vendors and I release all parties involved from any and all liability for any and all damage that may result from providing such information. This application was submitted by MOORHOUSE, KART Signature Date https://secure.neogov.com/aurora/print 1/29/2019 City Council Agenda: 03/25/19 2E. Consideration of adopting Ordinance 715 amending Title 2, Chapter 10, Section 3 — IEDC Membership and amending the IEDC Organizational and Membership Guidelines (JT) A. REFERENCE AND BACKGROUND: The IEDC took action at its regular March meeting recommending approval of a proposed amendment to the IEDC Bylaws Ordinance 715, Title 2, Chapter 10 wherein up to two (2) Monticello High School students can be appointed as voting members on the IEDC. The students shall be first recommended by the high school principal as potential member candidates to the IEDC. A companion document to the Ordinance, the IEDC Organizational and Membership Guidelines, was also approved for a similar language modification wherein up to two (2) voting Standing Committee Membership slots are designated for Monticello High School students. The goal is to involve the students and engage their perspectives as they relate to community and economic development issues and trends. Under the proposed amendment and modification, the two high school members would also have voting rights. The IEDC membership has consistently stood at about 13 to 14 members over the past several years. Currently, there are 13 members with a prospective 14th member being considered by the City Council at the March 25, 2019 meeting. Two high school students attended the February 2019 meeting as guests. They indicated a preliminary interest in further involvement on the IEDC. The proposed process of approval would rely on the high school principal recommending appropriate students with an interest in civic engagement and/or local or regional government as candidates and bypass the typical city application format. The City Council would then review the IEDC's recommendation and consider final approval. Al. Budget Impact: There is a very limited budgetary impact related to consideration of the proposed amendment of the IEDC Ordinance and/or the Organizational and Membership Guidelines. As a reminder, the IEDC members do not receive meeting stipends at this time. A2. Staff Workload Impact: There is minimal staff impact in considering the proposed amendment to the IEDC Bylaws Ordinance and a language modification of the Organizational and Membership Guidelines. B. ALTERNATIVE ACTIONS: Decision #1 1. Motion to amend the IEDC Bylaws Ordinance allowing up to two (2) Monticello High School students to be appointed to the IEDC as voting members. 2. Motion to deny amending the IEDC Bylaws Ordinance allowing up to two (2) Monticello High School students to be appointed to the IEDC as voting members. 3. Motion to table consideration of amending the IEDC Bylaws Ordinance allowing up to two (2) Monticello High School students to be appointed to the IEDC as voting members for further research and/or discussion. City Council Agenda: 03/25/19 Decision #2 1. Motion to modify the language in the IEDC Organizational and Membership Guidelines to reserve up to two (2) voting Standing Committee Membership slots for Monticello High School students. 2. Motion to deny modifying the language in the IEDC Organizational and Membership Guidelines to reserve up to two (2) voting Standing Committee Membership slots for Monticello High School students. 3. Motion to table consideration of modifying the IEDC Organizational and Membership Guidelines to reserve up to two (2) voting Standing Committee Membership slots for Monticello High School students for further research and or/discussion. C. STAFF RECOMMENDATION: Staff recommends the City Council approve the proposed amendment to the IEDC Bylaws Ordinance 715, Title 2, Chapter 10 along with the language modification in the IEDC Organizational and Membership Guidelines. The two complementary decisions allow the IEDC to achieve its intention of being inclusive and engaging the perspectives of a community demographic that is not often heard from currently. D. SUPPORTING DATA: A. IEDC Bylaws Ordinance (Chapter 10) B. IEDC Organizational and Membership Guidelines 2 CHAPTER 10 INDUSTRIAL AND ECONOMIC DEVELOPMENT COMMITTEE SECTION: 2-10-1: Name of Committee 2-10-2: Authorization 2-10-3: Membership 2-10-4: Term of Office 2-10-5: Attendance 2-10-6: Vacancy 2-10-7: Officers 2-10-8: Meetings 2-10-9: Quorum 2-10-10: Duties of the Committee 2-10-11: Amendments 2-10-1: NAME OF THE COMMITTEE: The name of the organization shall be the Monticello Industrial and Economic Development Committee (IEDC). 2-10-2: AUTHORIZATION: Duties are delegated to the IEDC by the City Council of Monticello by this ordinance dated June 28, 2010, and by Resolution No. 2008-44 approved the 27th day of May, 2008. 2-10-3: MEMBERSHIP: The Monticello IEDC shall consist of sixteen (16) to eighteen (18) regular members to be appointed by the City Council of Monticello. Said Committee members shall consist of Monticello business representatives or residents of the City of Monticello. One Council member shall be appointed annually to serve on the IEDC. The Director of the Monticello Chamber of Commerce and Industry shall be an ex -officio member of the IEDC. Up to two (2) Monticello High School Senior Students may serve as voting members during their appointed term. The High School Principal shall recommend their membership on the IEDC. The IEDC and the City Council shall confirm their appointment. (Ord 637 4/25/16) 2-10-4: TERM OF OFFICE: The term of the regular members shall be for three (3) years and shall be staggered so that no more than one-half of the terms expire in a given year. All regular terms shall expire at the first City Council meeting of the new calendar year. 2-10-5: ATTENDANCE: It is the City Council's intention to encourage IEDC members to attend all IEDC meetings. It is desired that IEDC members attend at least 75% of meetings in a calendar year. Members may be subject to replacement by the City Council in the event attendance does not meet this standard. MONTICELLO CITY ORDINANCE TITLE II, CHAPTER 10, PAGE 1 2-10-6: VACANCY: Any vacancy in the regular or at large membership shall be filled by the City Council, and such appointee shall serve for the unexpired term so filled. 2-10-7: OFFICERS: (A) Elections. The Monticello IEDC shall elect at its Annual meeting from its membership a chair, vice chair, and a secretary who shall serve for a term of one year and shall have such powers as may be prescribed in the rules of said Committee. (B) Duties of Chair. The chair shall preside at all meetings of the IEDC and shall have the duties normally conferred and parliamentary usage of such officers. (C) Duties of Vice Chair. The vice chair shall act for the chair in his/her absence. (D) Duties of Secretarv. The secretary shall keep the minutes and records of the Committee with the assistance of City Staff. 2-10-8: MEETINGS: (A) Regular meetings shall be held on a date established by the IEDC. In the event of a conflict with a holiday or special events, a majority at any meeting may change the date and location of the meeting. The meeting shall be open to the general public. 2-10-9: QUORUM: A majority of the total IEDC members shall constitute a quorum for the transaction of business. 2-10-10: DUTIES OF THE COMMITTEE: It shall be the duty of the Committee, with staff assistance, to advocate and make recommendations to the Economic Development Authority and City Council, relative to and including influencing industrial and economic development in and for the City of Monticello, with an emphasis on industrial land, increase tax base and number of liveable wage -level jobs by promoting industrial and economic growth, and working to maintain a desirable business environment. 2-10-11: AMENDMENTS: This ordinance may be amended as recommended by the majority vote of the existing membership of the IEDC and only after majority vote of the City Council. (#519, 8/23/10) MONTICELLO CITY ORDINANCE TITLE II, CHAPTER 10, PAGE 2 MONTICELLO INDUSTRIAL & ECONOMIC DEVELOPMENT COMMITTEE (IEDC) ORGANIZATIONAL AND MEMBERSHIP GUIDELINES I. Meeting Time and Place: Regular meetings are held the first Tuesday of each month at 7:00 a.m. at the Monticello Community Center. Special meetings may be called by the Chair. II. Mission Statement and Obiectives: As written and adopted by the Monticello IEDC in the Annual Action Statement. III. Committee Size: While there is no set or definite size established, it is generally understood that the committee will not exceed 16-18 members. IV. Make-up of the Committee: Committee members must either work or reside in the community of greater Monticello. Individuals who are involved in an occupation or profession that provides services to the community of Monticello but is not headquartered within the community may also serve as members of the committee. Standing Committee Members: The City Council shall appoint a representative of either the Mayor or a Council Member to the IEDC as a non-voting member. The Board of Directors of the Monticello Chamber of Commerce & Industry shall appoint a voting member to the IEDC. UD to two (2) voting Standing Committee Member slots will be reserved for Monticello Hiah School students. The Hijzh School Principal shall recommend their membership candidacv to the IEDC. These members shall be considered in committee size. Citv Staff Members: Non-voting Administrator of the City of Monticello Economic Development Manager of the City of Monticello (serves as the EDA Executive Director) Community Development Director of the City of Monticello (in the absence of the Economic Development Manager) V. Officers: The Chair, the Vice Chair, and the Secretary shall be appointed annually at the January meeting. Length of office term shall not exceed three consecutive years. Minutes of each meeting are the responsibility of the Secretary. Committee correspondence is the responsibility of the Economic Development Manager. Length of Membership_ Term: Members shall serve for three year terms on a three year rotating basis so that approximately one-third of the membership expires each year. Individuals wishing to continue serving on the committee may so indicate prior to the 20161EDCORG&GUIDELINES PAGE 2 IEDC ORGANIZATIONAL/MEMBERSHIP GUIDELINES VI. expiration of their term. Any member wishing to relinquish his/her position on the IEDC may do so by submitting a letter of resignation. VII. Filling a Vacant Position: A list of potential committee members shall be kept by the Executive Director. The IEDC must recommend approval of new members by a majority vote. The City Council must ratify the appointment of new members to the IEDC. VIII. Membership Attendance: In order to make a positive contribution to the committee, each member is expected to attend at least 75% of the meetings in any given year. A year is defined as beginning on the 1st of January and ending the 31th of December. Amended: 01/05/16,12/06/2016 2016IEDCORG&GUDELINES City Council Agenda: 03/25/19 2F. Consideration of avvrovin2 the 2019 EDA Workplan (JT) A. REFERENCE AND BACKGROUND: The EDA's 2019 Workplan is attached for City Council review and approval. The Workplan is a comprehensive and aspirational statement of where the EDA would like to focus its efforts over the next 12 months. It is focuses on work that is supportive of the Comprehensive Plan Goals as noted below: • Attracting and Retaining Jobs • Expanding the Tax Base • Enhancing Downtown • Facilitating Redevelopment • Housing Choice for Life -Cycle Specific key objectives in the workplan include supporting redevelopment efforts in Block 52 (downtown), implementing the recommendations of the Small Area Study, supporting new multi -family housing development through existing tools such as TIF, marketing industrial development opportunities and examining housing stock for aging and/or blighted properties with an aim to establish a rehabilitation program. A workshop was held by the EDA in January 2019 discussing the previous year's workplan and desired changes or proposed new additions for the 2019. The EDA adopted the workplan at its regular February meeting. Per the Enabling Resolution establishing the EDA, City Council approves the annual levy and EDA Workplan as part of its oversight. The 2019 EDA levy of $348,000 was approved by the Council as part of its final levy certification in December 2018. The 2019 EDA budget is structured to carry out the adopted workplan. Al. Budget Impact: None. A2. Staff Workload Impact: None. B. ALTERNATIVE ACTIONS: 1. Motion to approve the EDA 2019 Workplan. 2. Motion to deny approval of the EDA 2019 Workplan 3. Motion to table approval of the EDA 2019 Workplan for more research and/or discussion. C. STAFF RECOMMENDATION: Staff recommends approval of the EDA 2019 Workplan. At their January 2019workshop the EDA reaffirmed past objectives and proposed adjustments or new initiatives for 2019. The EDA adopted the 2019 Workplan at its regular meeting on February 13, 2019. D. SUPPORTING DATA: A. 2019 EDA Workplan B. EDA Enabling Resolution C. 2019 EDA Levy Recommendation Resolution ECONOMIC DEVELOPMENT AUTHORITY 2019 ANNUAL ECONOMIC DEVELOPMENT WORK PLAN EDA Purpose: The EDA is charged with coordinating and administering the City of Monticello's economic development and redevelopment plans and programs. The EDA is also responsible for housing and housing redevelopment. EDA Work Plan Mission Statement: The EDA's work plan is adopted in support of achieving the goals of the Monticello Comprehensive Plan and the 2017/2018 City Strategic Plan. The EDA will be proactive by developing and undertaking actions for achievement of the Comprehensive Plan's Economic Development goals and will be reactive in responding to economic development opportunities as they arise in the most timely and effective manner possible. The EDA shall utilize the economic development strategies of the Comprehensive Plan, including the Downtown Small Area Plan as a guide for action. Comprehensive Plan Goals: Attracting & Retaining Jobs Expanding Tax Base Enhancing Downtown Facilitating Redevelopment Housing Choice for Life -Cycle EDA Objectives: 1. Continue to support redevelopment efforts for publicly -owned properties in Block 52. a. Continue to focus on site control for a potential future targeted redevelopment in Block 52. b. Resolve the parking issues that relate to potential future redevelopment of Block 52. c. Engage with the wider development community to test concept ideas and explore the marketability of Block 52 as well as the opportunities for possible partnerships in redevelopment plans/efforts. d. Support as needed the completion of transportation improvements as envisioned in the Downtown Small Area Study Plan. 2. Implement the recommendations of the Downtown Small Area Plan a. Support and advocate for improvements to the downtown as envisioned in the Small Area Plan. b. Develop and support the appropriate policies, programs, and incentives that enable the type of development described in the Plan. c. Continue to build a funding base for use in property acquisition and redevelopment efforts in targeted areas. d. Implement a fagade improvement program for desired revitalization areas. e. Meet with downtown property owners either in a group setting or individually to understand their concerns with traffic, parking, land use and possible reinvestment in their property as well as willingness to sell, partner, price, etc. f. Support opportunities for park and trail development as consistent with the Downtown Small Area Plan. g. Encourage the redesign of the pathway connection under the MN TH #25 bridge to incorporate safety elements and improved lighting. 3. Engage as a partner in local and regional development opportunities as they arise and also the Comprehensive Planning process as it relates to strategic visioning, land use, transportation, housing and economic development components. a. Encourage and support coordinated planning and development of parks, trails in or near business districts. b. Support the development of the pathway connecting Bertram Chain of Lakes Regional Park and the City limits. c. Continue discussion on use of tax reimbursement/abatement, including development of criteria. d. Consider funding and/or completing studies that provide policy and strategy framework for desired land uses/or projects in the downtown and for other programs. e. Monitor commuter rail development in and around the Twin Cities metro region for potential benefits and opportunities to serve Monticello. 4. Support new multi -family housing development through the use of financing tools such as new TIF Districts or use of excess TIF dollars as identified in the 2016 TIF Management Plan and per the adopted Policy Statement for Available TIF Funds. a. Develop marketing packets illustrating financial tools and available sites. b. Dialogue with multi -family housing developers and inform them of available resources to support MF development. c. Sponsor a multi -family housing developer expo providing site and financial assistance information facilitating relationship building. d. Continue to explore a 30 to 36 -unit workforce housing development on EDA owned land along East 4th Street or at other suitable sites in the City. 5. Market industrial development at the Monticello Business Center (Otter Creek Business Park) to a broad variety of prospects. a. Ramp up multi -channel marketing efforts (including a familiarization tour); establish a formal plan and appropriate evaluation metrics. b. As guided by the Comprehensive Plan, target the following prospect areas: i. Businesses which will be a supplier, customer or collaborative partner to existing businesses within the community. ii. Businesses which would benefit from Monticello's utility and communications infrastructure. iii. Work with the CentraCare Health System to ensure the retention of and to promote the expansion of health care services in Monticello. c. Focus on prospects which serve or rely on the St. Cloud and Twin Cities markets. d. Work with the Monticello Times to do a business spotlight or profile article two times per year. e. Actively participate/network with current businesses to help establish external relationships. 6. Market EDA incentive programs in a more proactive manner, both within the community and beyond, beginning with the education on such resources at the EDA level. a. Continue to foster external networking opportunities. b. Present existing and new incentive programs to smaller community groups, local banks, realtors, and local businesses. c. Develop and communicate a "complete" development package program which provides support and assistance to prospects and developers from inquiry to construction. d. Update multi -format (print, digital) summary resource piece. e. Explore the opportunity to develop an incubator building or pre -designed building (shell plans) with contractors ready for development. 7. Actively (aggressively) market for sale and development the EDA -owned properties at Cedar Street and Outlot A. a. Identify types of businesses sought for specific properties and market to these sectors accordingly. b. Develop marketing materials for the former Fair Garden site along East Broadway. c. Identify commercial properties which should be held for larger redevelopment potential. 8. Encourage more proactive lead development and response in all market segments to support a diversified tax base. a. Develop relationships with local realtors and banks. b. Explore agent/broker relationships; evaluate the opportunity to engage a development facilitator. c. Develop a list of target properties and share with realtors and bankers. d. Research and communicate state and federal incentive programs for bringing businesses into community. 9. Examine housing stock for aging or blighted properties and research development of programs for redevelopment and/or revitalization. a. Understand the state of the current housing stock/inventory and areas of need. b. Identify and prioritize potential programs, such as: i. Program for acquisition for redevelopment ii. Program for revitalization iii. Program to encourage new development in in -fill areas c. Examine use of available housing TIF dollars per the 2016 TIF Management Plan and the adopted Policy Statements for Available TIF Funds d. Establish clear criteria for "blight" and "cluster areas" for focus of programs. e. Identify and communicate state and regional programs which could be leveraged to support identified properties; identify programs applicable to each property. 10. Support the development of an economic development brand and implement in economic development activities. a. Work with Communications Manager to develop coordinated economic development (including amenities such as technology and recreation) marketing message(s) and plan. b. Create and/or enhance economic development materials for the website. c. Build value in development resources reference materials and communications pieces. 11. Support the IEDC in its lead role in Business Retention and Expansion efforts and in workforce engagement and development efforts. a. Continue to engage and support the IEDC as the primary partner and lead in the Business Retention and Expansion Program. b. Continue to support the WCEDP sponsored workforce development efforts. Appendix: Monticello Comprehensive Plan, 2008 — Economic Development CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2012-021 AMENDED AND RESTATED RESOLUTION ENABLING THE CREATION OF THE CITY OF MONTICELLO ECONOMIC DEVELOPMENT AUTHORITY BE IT RESOLVED by the City Council of the City of Monticello, Minnesota ("City") as follows: Section 1. Backeround and Findines 1.01. The City is authorized by Minnesota Statutes, Sections 469.090 to 469.1081 (the "EDA Act") to establish an economic development authority to coordinate and administer economic development and redevelopment plans and programs for the City. 1.02. By Ordinance No. 172, approved April 10, 1989 and codified in the City Code as Title II, Chapter 3 (the "Enabling Ordinance"), the City established the City of Monticello Economic Development Authority ("EDA"), for the purpose of coordinating and administering economic development activities in and for the City. 1.03. By resolutions approved on October 22, 2007 and January 14, 2008, the City transferred to the EDA the control, authority and operation of all projects administered by the Housing and Redevelopment Authority in and for the City of Monticello and adopted an Amended and Restated Enabling Resolution (the "Enabling Resolution"), which superceded the Enabling Ordinance in all respects. 1.04. The City Council has now determined to revise and clarify certain provisions of the Enabling Resolution by the adoption of this resolution. 1.05. The City Council has, in accordance with Minnesota Statutes Section 469.093, provided public notice and conducted a public hearing on the date hereof, at which all persons wishing to be heard were given an opportunity to express their views, concerning the modified Enabling Resolution. 1.06. This resolution constitutes an amendment and restatement of the Enabling Resolution of January 14, 2008, and supercedes such Enabling Resolution in all respects. Section 2. Enabling Authoritv. 2.01. The EDA was established pursuant to the EDA Act under the Enabling Ordinance as adopted April 10, 1989 and codified as Title II, Chapter 3 of the City Code, as amended and restated by this resolution. 2.02. The EDA shall be composed of 7 members to be appointed by the Mayor and confirmed by the City Council. 2.03. Two of the members shall be members of the City Council. The terms of office of the two members of the City Council shall coincide with their terms of office as members of the City Council. The remaining five (5) members shall be initially appointed for terms of one, two, three, four, and five years respectively. Thereafter, all non -Council members shall be appointed for six-year terms. 2.04. A vacancy is created in the membership of the EDA when a City Council member of the board of commissioners ends Council membership, when any member ends EDA membership prior to expiration of his or her term of office, on the day following the expiration of a member's term of office, or when a member is removed by the City Council subject to the terms of Section 2.07 hereof . A vacancy for this or any other reason must be filled for a new term or the balance of the unexpired term, as applicable, in the manner in which the original appointment was made. 2.05. All of the members who are not members of the City Council must be either residents of the City, business -owners in the City, or property -owners in the City. 2.06. All members shall serve at the pleasure of the City Council, subject to the terms of Section 2.07 hereof. Vacancies shall be filled by appointment by the Mayor with the confirmation of the City Council. 2.07. A commissioner may be removed by the City Council for inefficiency, neglect of duty, or misconduct in office. A commissioner shall be removed only after a hearing. A copy of the charges must be given to the commissioner at least 10 days before the hearing. The commissioner must be given an opportunity to be heard in person or by the counsel at the hearing. When written charges have been submitted against the commissioner, the City Council may temporarily suspend the commissioner. If the City Council finds that those charges have not been substantiated, the commissioner shall be immediately reinstated. If a commissioner is removed, a record of the proceedings together with the charges and findings shall be filed in the office of the City Administrator. 2.08. The City Council shall make available to the EDA such appropriations as it deems fit for salaries, fees, and expenses necessary in the conduct of its work. The EDA shall have authority to expend all budgeted sums so appropriated and recommend the expenditures of other sums made available for its use from grants, gifts, and other sources for the purposes and activities authorized by this resolution. Section 3. Officers and Meetings. 3.01. The EDA shall elect a president, vice president, treasurer, assistant treasurer, and secretary annually. A member must not serve as president and vice president at the same time. The other offices may be held by the same member. The other offices of the secretary and assistant treasurer need not be held by a member. 3.02. The EDA shall adopt rules and procedures not inconsistent with the provisions of this Enabling Resolution or as provided in Minnesota Statutes, Section 469.096, and as may be necessary for the proper execution and conduct of its business. The EDA shall adopt bylaws and rules to govern its procedures and for the transaction of its business and shall keep a record of attendance at its meetings and/or resolutions, transactions, findings, and determinations showing the vote of each member on each question requiring a vote, or if absent or abstaining from voting, indicating such fact. The records of the EDA shall be a public record, except for those items classified by law as nonpublic data. 3.03. The EDA shall meet at least quarterly. Special meetings may be called by the president as needed. 3.04. All administrative procedures, including contract for services, purchases of supplies, and financial transactions and duties shall be outlined in the bylaws of the EDA. Section 4. Staff. 4.01. The Economic Development Director shall be designated as Executive Director of the EDA. 4.02. Subject to limits set by the appropriations or other funds made available, the EDA may employ such staff, technicians, and experts as may be deemed proper, and may incur such other expenses as may be necessary and proper for the conduct of its affairs. Section 5. Functions. Powers. and Duties. 5.01. Except as specifically limited by the provisions of Section 6 of this Enabling Resolution, the EDA shall have the authority granted it pursuant to the EDA Act. 5.02. The EDA shall manage the Greater Monticello Enterprise Fund (the "Fund") the purpose of which is to encourage economic development by making loans to private businesses. The EDA shall make loans to eligible businesses, and such loan(s) shall serve a public purpose as defined in the Greater Monticello Enterprise Fund Guidelines (Fund Guidelines). The Fund Guidelines are hereby adopted by reference and included in the bylaws of the EDA. No changes to the fund Guidelines shall be made without approval of the City Council. 5.03. The EDA may be a limited partner in a partnership whose purpose is consistent with the EDA's purpose. 5.04. The EDA may issue general obligation bonds and revenue bonds when authorized by the City Council and pledge as security for the bonds the full faith, credit, and resources of the City or such revenues as may be generated by projects undertaken by the EDA. 5.05. The EDA may cooperate with or act as agent for the federal or state government or a state public body, or an agency or instrumentality of a government or other public body to carry out the powers granted it by the EDA Act or any other related federal, state, or local law in the area of economic development district improvement. 5.06. The EDA may annually develop and present an economic development strategy and present it to the City Council for consideration and approval. 5.07. The EDA may join an official, industrial, commercial, or trade association or other organization concerned with such purposes, hold reception of officials who may contribute to advancing the City and its economic development, and carry out other appropriate public relations activities to promote the city and its economic development. 5.08. The EDA may perforin such other duties which may be lawfully assigned to it by the City. All city employees shall, upon request and within a reasonable time, famish the EDA or its employees or agents such available records or information as may be required in its work. The EDA or its employees or agents may, in the performance of official duties, enter upon lands and make examinations or surveys in the same manner as other authorized City agents or employees and shall have such other powers as are required for the performance of official functions in carrying out the purposes of this resolution. Section 6. Limitations of Power. 6.01. The following limits apply to the EDA and its operation: (a) The sale of bonds or other obligations of the EDA must be approved by the City Council. (b) The EDA must follow the budget process for City departments in accordance with City policies, ordinances, and resolutions and the City charter. (c) Development and redevelopment actions of the EDA must be in conformity to the City comprehensive plan and official controls implementing the comprehensive plan. (d) The EDA must submit its plans for development and redevelopment to the City Council for approval in accordance with City planning procedures and laws. (e) Except when previously pledged by the EDA, the City Council may, by resolution, require the EDA to transfer any portion of the reserves generated by activities of the EDA that the City Council determines are not necessary for the successful operation of the EDA to the debt service funds of the city to be used solely to reduce tax levies for bonded indebtedness of the City. (f) The administrative structure and management practices and policies of the EDA must be approved by the City Council. (g) The EDA shall submit all planned activities for influencing the action of any other governmental agency, subdivision, or body to the City Council for approval. 6.02. The EDA may exercise all the powers under the EDA Act, including, but not limited to, the following; (a) all powers under the HRA Act. (b) all powers of a city under Minnesota Statutes, Section 469.124 to 469.134. (c) all powers and duties of a redevelopment agency under Minnesota Statutes, Sections 469.152 to 469.165 for a purpose in the HRA Act or the EDA Act, and all powers and duties in the HRA Act and the EDA Act for a purpose in Minnesota Statutes, Sections 469.152 to 469.165. (d) the authority to acquire property, exercise the right of eminent domain; make contracts for the purpose of redevelopment and economic development; serve as a limited partner in a partnership whose purpose is consistent with the EDA's purpose; buy supplies and materials needed to carry out development within the EDA Act; and operate and maintain public parking facilities. (e) the authority to issue bonds in accordance with the EDA Act and the HRA Act. (f) the authority to levy special benefit taxes in accordance with Section 469.033, subdivision 6 of the HRA Act in order to pay or finance public redevelopment costs (as defined in the HRA Act), subject to approval by the City Council in accordance with Section 469.033, subdivision 6. (g) all powers under Minnesota Statutes, Sections 469.474 to 469.179. 6.03. As provided in the EDA Act, it is the intention of the City Council that nothing in this resolution nor any activities of the EDA are to be construed to impair the obligations of the City or HRA under any of their contracts or to affect in any detrimental manner the rights and privileges of a holder of a bond or other obligation heretofore issued by the City, the EDA or the HRA. Section 7. Implementation. 7.01. The City Council will from time to time and at the appropriate time adopt such ordinances and resolutions as are required and permitted by the EDA Act to give full effect to this resolution. 7.02. The Mayor, the City Administrator, and other appropriate City officials are authorized and directed to take the actions and execute and deliver the documents necessary to give full effect to this resolution. 7.03. Nothing in this resolution is intended to prevent the City from modifying this Enabling Resolution to impose new or different limitations on the EDA as authorized by the EDA Act. ADOPTED BY the City Council of the City of Monticello on this 27th day of February, 2012. CITY OF MONTICELLO eel ze�l—1 Clint Herbst, Mayor ATTEST: /j 6V�,�i9, o// Jef�ityAdministrator CITY OF MONTICELLO ECONOMIC DEVELOPMENT AUTHORITY RESOLUTION NO. 2018-17 AUTHORIZING THE LEVY OF A SPECIAL BENEFIT TAX PURSUANT TO MINNESOTA STATUTES, SECTION 469.033, SUBDIVISION 6 AND APPROVING A BUDGET FOR FISCAL YEAR 2019 WHEREAS, pursuant to Minnesota Statutes, Sections 469.090 through 469.1081, as amended, the City Council of the City of Monticello, Minnesota (the "City") previously created the City of Monticello Economic Development Authority (the "Authority"); and WHEREAS, the Authority is authorized to exercise all powers and duties of a housing and redevelopment authority under the provisions of Minnesota Statutes, Sections 469.001 to 469.047 (the "HRA Act"); and WHEREAS, Section 469.033, subd. 6, of the HRA Act permits the Authority to levy and collect a special benefit tax of up to 0.0185 percent of taxable market value in the City, levied upon all taxable real property within the City, to finance the Authority's economic development and redevelopment activities; and WHEREAS, the special benefit tax levy authorized by Section 469.033, subd. 6 of the HRA Act is separate and distinct from the City's levy and is not subject to levy limits; and WHEREAS, the Authority desires to levy a special benefit tax in the amount of 0.0185 percent of taxable market value in the City; and WHEREAS, the Authority has determined to adopt a budget for fiscal year 2019 that provides for the levy of the special benefit tax in the amount of 0.0185 percent of taxable market value of property in the City, to be used for the Authority's economic development and redevelopment activities. NOW, THEREFORE, Be It Resolved by the Board of Commissioners ("Board") of the City of Monticello Economic Development Authority as follows: 1. The Board hereby approves a budget of $350,498 (excluding TIF district and loan activity) for fiscal year 2019, including the levy of a special benefit tax in an amount not to exceed $348,000 subject to approval of such budget by the City Council prior to September 30, 2018. 2. Staff of the Authority is hereby authorized and directed to file the budget with the City in accordance with Minnesota Statutes, Section 469.033, Subdivision 6 and request that the City Council consider approval of the special benefits tax levy. 532599v MNI MN 190-1 3. There is hereby levied a special benefit tax pursuant to Minnesota Statutes, Section 469.033, Subdivision 6, in an amount not to exceed $348,000 with respect to taxes payable in calendar year 2019, contingent upon the approval of the City Council. 4. Staff of the Authority is hereby authorized and directed to take such other actions as are necessary to levy and certify such levy upon approval by the City Council. Approved by the Board of Commissioners of the City of Monticello Economic Development Authority this 8th day of August, 2018. Attest: Ex c ive Director 532599v MNI MN 190-1 2 City Council Agenda: 3/25/2019 2G. Consideration of approving an agreement with Randi Smelser as Animal Control Officer for animal control services and impound facility management (JO/JS) A. REFERENCE AND BACKGROUND: City Council is asked to approve an agreement for animal control services and management of the city's impound facility. The city issued an RFP and received one proposal from a Randi Smelser. Ms. Smelser has been working with the current Animal Control Officer for approximately seven years and is very qualified to provide the service. The initial contract is for twelve months from date of approval. The City built their animal control shelter on Chelsea Road and approved contracts with outside entities to accept dogs that need to be impounded until they can be disposed of in some manner (i.e. adoption). A list of the contract cities is included with supporting data. The revenues from facility boarding fees and impound fines help support the city's animal control operations. The fee as listed in the contract will be $37,800 annually. This is slightly lower than the current contract, however, an added fee of $250 was added for emergency calls. According to Wright County there are only a few emergency calls per year. The agreement has been reviewed by the City Attorney. His input was included in the final proposed document. Al. Budget Impact: Animal control services are budgeted on an annual basis. For 2018, revenues totaled $46,497 and expenditures totaled $46,607. A2. Staff Workload Impact: None. B. ALTERNATIVE ACTIONS: 1. Motion to approve agreement with Randi Smelser as Animal Control Officer for animal control services and impound facility management. 2. Motion to deny. C. STAFF RECOMMENDATION: City staff recommends Alternative #1. Based on the interview, references and experience, staff is confident Ms. Smelser is well-qualified to meet the requirements of the position. D. SUPPORTING DATA: A. Draft Agreement B. List of contract cities (for use of City impound facility) CITY OF MONTICELLO AGREEMENT FOR ANIMAL CONTROL/ANIMAL IMPOUND FACILITY SERVICES This agreement, made this 25th day of March, 2019, by and between the City of Monticello, a municipal corporation (hereinafter referred to as "city"), and Randi Smelser, an individual dba Monticello Animal Control (hereinafter referred to as "Monticello Animal Control"), sets out terms and conditions for the general purpose of providing animal control services to the residents of the city and services related to the city's animal impound facility. WHEREAS, the city has duly adopted ordinances regulating animal control, and WHEREAS, enforcement of said ordinance requires personnel to patrol and respond to service requests, and WHEREAS, the city desires to provide such enforcement through the services of a private party who will able to respond as needed under the general guidelines provided by the city, and WHEREAS, the city owns and operates and animal impound facility, and WHEREAS, the city desires to operate said facility through the services of a private party in such a manner as to assure safe, sanitary, legal, and human treatment of impounded animals. NOW, THEREFORE, in and for consideration of the mutual covenants and conditions hereinafter contained, the parties hereto mutually agree as follows: 1. The city, and for consideration of the monthly sum as listed in Appendix A, made payable on the 15th and 30th day of each month, hereby contracts with Monticello Animal Control as the city's animal control officer for the period of twelve months from the date of execution of this agreement. 2. Monticello Animal Control hereby agrees to perform the following services as the city's animal control officer: Animal ontrol Services a. Provide timely response to animal calls from and for city residents (lost pets, complaints, reports of animals running at large, etc.). It is considered timely to respond to all calls during regular hours, which are scheduled from 8 a.m. to 5 p.m., Monday through Friday. b. Provide response to wildlife calls as able. c. Provide reasonable response for requests to reclaim or impound animals at the city's facility during the regular hours described above. Non -emergency calls will be addressed the next working day. Requests for impoundment of animals may come from city residents, city staff, the Wright County Sheriff's Department, or contracting agencies. d. Promptly respond to emergency calls from Wright County Sheriff's Department, contracting agencies, or city residents during regular hours. Responses beyond regular hours will be charged per call and determined on need and availability. e. Conduct random patrol runs and monitors care of kennels and animals within the city jurisdiction. f. Conduct periodic observation of animals in impound for sickness, injury, etc. Provide impounded animals with fresh water and food on a daily basis. Maintain a clean environment for impounded animals. g. Promptly notify an animal health professional when an animal is determined to be distressed. h. Serve as regular attendant of impound facility during "public" hours. Current public hours are 10 a.m. to 2 p.m., Monday through Friday. Public hours shall be determined by the city and may be recommended by the Animal Control Officer. i. Exercise care to ensure the humane treatment of animals. j. Lawfully and humanely euthanize and/or dispose of unclaimed and/or severely distressed and suffering animals. k. Transport unclaimed adoptable animals to adoption agencies, following legal and humane practices. 1. May sell city dog licenses and shall make report of such sales to city Finance Department and City Administrator designee. in. Maintain accurate, current records for each animal. Maintain orderly records filing systems for easy retrieval of information. n. Make timely submittal of logs and records to the City Administrator or City Clerk. o. Maintain and submit on a monthly basis a complete record of animals adopted, claimed, surrendered, and euthanized. p. Provide for public education and community outreach relating to animal control. Animal Impoundment a. Provide timely response for request to reclaim or impound animals at the city's facility during regular hours. If impound requests are made outside of regular hours, response shall be made for emergencies that need to be addressed immediately. All other requests will be addressed the next business day. Requests for impoundment of animals may come from city residents, the Wright County Sheriff's Department, or contracting agencies. b. Handle disposition of animals in accordance with legal and humane practices. c. Manage animal impound services according to written agreements between the city and contracting agencies. d. Ensure collection of fines and boarding and impound fees prior to release of animals to the owner. 2 e. The city's Animal Control Officer is not responsible for retrieving animals outside of the city limits under this agreement. Contracting agencies may deliver animals to the city's facility if a written impound agreement is in place with the City of Monticello. Animal Care & Feeding a. Daily disposal of food and water from previous day's feeding. b. Daily washing and disinfecting of food and water dishes. c. Provide fresh food and water daily. d. Daily removal of animal waste and replacement of cat litter. e. Daily washing, rinsing, and disinfecting of kennels and litter trays. £ Routine observation of animals for sickness or injury, and prompt reporting to property authority, as needed. g. Allow dogs into outside kennel area daily, if available and safe. Recordkeening a. Maintain accurate, up-to-date records of hours and tasks performed at the facility. b. Maintain accurate, current records of impound animals and dispositions. Maintain accurate bite reports for five years. Maintain accurate lost and found reports of animals. c. Prompt submittal of logs, financial records and fees collected to the city Finance Department. Other a. Maintain a suitable inventory of food, litter, cleaning supplies, operating supplies, and small tools and equipment for animal services. b. Keep general work area neat and clean. c. Keep supplies, tools, etc., in proper storage when not in use. d. Promptly report to Public Works Department and City Administrator of needed repairs, mechanical problems or failures, and other maintenance problems or irregularities in facility or general operations. 3. Monticello Animal Control hereby agrees to be available to provide service Monday through Friday, 8 a.m. — 5 p.m. If Monticello Animal Control cannot respond for calls for this period of time, Monticello Animal Control hereby agrees to provide and pay for a qualified, temporary back-up person during such period. Monticello Animal Control will provide emergency services after hours for a rate of $250 per call. All other service requests will be addressed the next business day. 4. Monticello Animal Control agrees to log all activity both for services and impound facility and provide a monthly report to City Administrator. 5. Monticello Animal Control hereby agrees to utilize its own vehicle to perform the aforementioned tasks, and further, to provide proper insurance coverage to defend, indemnify and hold harmless the city from any claims or violations arising from the operation of said vehicle (certificate of insurance to be provided to city). The city agrees to pay mileage to and from veterinary clinics and adoption agencies outside the City of Monticello. The mileage reimbursement shall be at the federally prescribed rate. 6. Monticello Animal Control Officer hereby agrees to obtain Commercial General Liability insurance in the amount of $1,000,000. The city shall be listed as an additional insured on the certificates of insurance. A current certificate of insurance shall be provided to city at time of contract and upon insurance renewal. 7. The city hereby agrees to provide and maintain appropriate insurance coverage for all city owned facilities and for all claims arising from charges or neglect or inhumane treatment of animals, provided that the Monticello Animal Control Officer observes and exercises all proper means of fulfilling the duties herein stated. 8. The city hereby agrees to be responsible for the following: a. Assumes the cost of animal food, incidental health supplies, pound maintenance supplies, and operating equipment. b. Sells animals licenses during city business hours. The city retains the revenues and provides the Animal Control Officer with a copy of each completed license application. c. Invoices contracting agencies for boarding and impound fees related to animals impounded but not claimed. The city retains the revenues. If impounded animals are claimed by an individual, they shall pay for the boarding and impound fees at the time the animal is claimed and the revenues shall be remitted to the city. d. Performs essential maintenance tasks that lie beyond the scope of the duties outlined herein or as can be reasonable expected as routing custodial maintenance. 9. This agreement shall run for the period first stipulated above and shall automatically renew itself for a like period unless a 30 -day written notice is given that one of the parties hereto desires to engage in discussion concerning the terms and conditions stated herein. 10. It is hereby agreed by both parties that this agreement may be terminated at any time by either party, with or without any reasons, provided that the party wishing to terminate this agreement shall provide written notice to the other party at least sixty (60) days prior to the effective date of the termination. The parties hereto have caused this agreement to be executed in their behalf by themselves and/or their proper officers by their signatures shown below. The City of Monticello, MN A Municipal Corporation By Mayor Date By City Administrator Date 4 Animal Control Officer Randi Smelser Date APPENDIX "A" Monticello Animal Control shall be paid at a total annual contract of $37,800. Said contract amount shall be remitted to the contractor on a semi-monthly basis on the 15t' and 30'h of each month. The Animal Control Officer shall be paid per call for emergency after hour calls at a rate of $250 per call. Current payment amounts shall be as follows until such time as the Monticello City Council approved a change in the payment amount: 15th of the month: $1,575 301h of the month: $1,575 ANIMAL CONTROL AGREEMENTS DATE CITY/TOWNSHIP 2/10/2016 Albertville 2/2/2016 Becker Township 2/10/2016 Becker 2/10/2016 Big Lake Township 2/3/2016 Big Lake 3/1/2016 Clear Lake Township 1/4/2017 Corcoran 1/27/2016 Dayton 7/21/2017 Hanover 2/22/2016 Otsego 2/10/2016 Rogers 2/22/2016 St. Michael City Council Agenda: 3/25/19 2H. Consideration of adopting Resolution 2019-23 stating intent to reimburse from bond proceeds for the acquisition of an aerial platform ladder fire truck (WO) A. REFERENCE AND BACKGROUND: The Internal Revenue Service requires the city to adopt a resolution declaring the official intent to reimburse certain project expenditures from bond proceeds. Passing this resolution would allow the city to include the fire truck expenditure in a future bond issue. Without the resolution, this purchase could not be financed by bonds. At this time the city is planning on issuing bonds to finance this purchase. If bond issuance precedes the arrival of the truck no reimbursement declaration (resolution) is needed. The city also has up to 60 days after payment to make such a declaration. Bonds will be issued sometime in August -October. Council approved the $1,268,000 purchase in August 2018. Proposed delivery is within 360 days of the order. Al. Budget Impact: By adopting the resolution, the City has the ability to include the fire truck in a future bond issue. With a repayment term of 10 years, the estimated annual debt service is $165,000. The reimbursement resolution covers financing and legal costs. A2. Staff Workload Impact: There would be no impact on the staff by this action. When the City issues bonds there would be staff time and consultant costs related to the bond issue. B. ALTERNATIVE ACTIONS: 1. Motion to adopt Resolution 2019-23 declaring the official intent to reimburse expenditures from the proceeds of bonds for the aerial platform ladder fire truck. 2. Motion to not adopt a resolution declaring the official intent to reimburse expenditures from the proceeds of bonds at this time. C. STAFF RECOMMENDATION: City staff supports Alternative 1. D. SUPPORTING DATA: A. Resolution 2019-23 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2019-23 DECLARING THE OFFICIAL INTENT OF THE CITY OF MONTICELLO TO REIMBURSE CERTAIN EXPENDITURES FROM THE PROCEEDS OF BONDS TO BE ISSUED BY THE CITY FOR ACQUISITION OF AN AERIAL PLATFORM LADDER FIRE TRUCK WHEREAS, the Internal Revenue Service has issued Treas. Reg. § 1.150-2 providing that proceeds of tax-exempt bonds used to reimburse prior expenditures will not be deemed spent unless certain requirements are met; and WHEREAS, the City expects to incur certain expenditures which may be financed temporarily from sources other than bonds, and reimbursed from the proceeds of a bond; WHEREAS, the City has determined to make this declaration of official intent ("Declaration") to reimburse certain costs from proceeds of bonds in accordance with the Reimbursement Regulations. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF MONTICELLO (THE "CITY') AS FOLLOWS.- The OLLOWS. The City reasonably intends to make expenditures for the projects described in Exhibit A (the "Projects"), and reasonably intends to reimburse itself for such expenditures from the proceeds of debt to be issued by the City in the maximum principal amount described in Exhibit A. All reimbursed expenditures will be capital expenditures, costs of issuance of the bonds, or other expenditures eligible for reimbursement under Section 1.150-2(d)(3) of the Reimbursement Regulations. 2. This Declaration has been made not later than 60 days after payment of any original expenditure to be subject to a reimbursement allocation with respect to the proceeds of bonds, except for the following expenditures: (a) costs of issuance of bonds; (b) costs in an amount not in excess of $100,000 or 5 percent of the proceeds of an issue; or (c) "preliminary expenditures" up to an amount not in excess of 20 percent of the aggregate issue price of the issue or issues that finance or are reasonably expected by the City to finance the project for which the preliminary expenditures were incurred. The term "preliminary expenditures" includes architectural, engineering, surveying, bond issuance, and similar costs that are incurred prior to commencement of acquisition, construction or rehabilitation of a project, other than land acquisition, site preparation, and similar costs incident to commencement of construction. 3. This Declaration is an expression of the reasonable expectation of the City based on the facts and circumstances known to the City as of the date hereof. The anticipated original expenditures for the Project and the principal amount of the bonds described in paragraph 1 are consistent with the City's budgetary and financial circumstances. No sources other than proceeds of bonds to be issued by the City are, or are reasonably expected to be, reserved, allocated on a long-term basis, or otherwise set aside pursuant to the City's budget or financial policies to pay such project expenditures. 4. The City Administrator is authorized to designate appropriate additions to Exhibit A in circumstances where time is of the essence, and any such designation shall be reported to the Council at the earliest practicable date and shall be filed with the official books and records of the City as provided in Section 3. 5. This resolution is intended to constitute a declaration of official intent for purposes of Treas. Reg. § 1.150-2 and any successor law, regulation, or ruling. ADOPTED BY the City Council this 25th day of March, 2019. CITY OF MONTICELLO Brian Stumpf, Mayor ATTEST: Jeff O'Neill, City Administrator EXHIBIT A TO OFFICIAL INTENT RESOLUTION #2019-xx ADOPTED MARCH 25, 2019 MAXIMUM DATE OF PRINCIPAL DECLARATION DESCRIPTION OF PROJECT AMOUNT OF DEBT FOR PROJECT 3/25/2019 AERIAL PLATFORM LADDER FIRE S1,300,000 TRUCK EQUIPMENT ACQUISITION - including, but not limited to, construction of truck and indirect costs, such as legal, engineering, administrative, and financing costs and other functional items essential to the truck. City Council Agenda: 3/25/2019 2I. Consideration of adopting Resolution 2019-24 formally establishing authorized public use and approving convevance of a tax forfeited parcel to the Citv of Monticello, and releasing two parcels for public auction by Wright Countv (AS/JS) A. REFERENCE AND BACKGROUND: Council is asked to consider adoption of Resolution 2019-24 approving conveyance of a tax -forfeited parcel of land to the city and releasing two other parcels for public auction. The city received notification from Wright County of tax forfeited parcels, due to non- payment of property taxes, which are eligible to be publicly auctioned or conveyed to the city. Staff reviewed the list and prepared a recommendation regarding auction or public purpose for Council's review. The attached tax forfeiture parcel list contains one parcels that staff has identified for "authorized public use" and should be conveyed to the city, as well as parcels that should be approved for public auction. The following is a description of each parcel for Council review prior to adopting the resolution approving parcels for either conveyance to the city or to be publicly auctioned. Enclosed are maps of each parcel. 1) Parcel 155-159-000010 — This property is described as Sunset Ponds Outlot A and is recommended for conveyance to the City. The conveyance is recommended for existing and possible future public right of way use. 2) Parcel 155-019-005070 — This parcel is recommended for public auction. The legal description is Lot 7, Block E, Riggs Addition. 3) Parcel 155-015-001131 — This parcel is recommended for public auction. The legal description is Lower Monticello, Block 1, Lot 2. Al. Budget Impact: The city is not required to purchase parcels that can be identified for authorized public uses such as streets. However, there will be some recording costs for conveyance from the state to the city of approximately $275 per parcel. These fees are determined by the State. A2. Staff Workload Impact: Minimal B. ALTERNATIVE ACTIONS: 1. Motion to adopt Resolution 2019-24 formally establishing authorized public use and approving conveyance of tax forfeited Parcel 155-159-000010 to the City of Monticello. 2. Motion to deny Resolution 2016-052 at this time and direct staff to take other action. C. STAFF RECOMMENDATION: City staff recommends Alternative #1. The parcel includes an existing cul-de-sac not presently located in a right of way. In addition, the parcel could serve for alignment of future 95th road extension. D. SUPPORTING DATA: City Council Agenda: 3/25/2019 A. Draft Resolution 2019-24 B. Letter from Wright County Auditor — tax forfeitures and maps of city tax -forfeit parcels for 2019 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2019-24 FORMALLY RELEASING EIGHT PARCELS FOR PUBLIC AUCTION BY WRIGHT COUNTY AND REQUESTING CONVEYANCE OF THREE PARCELS OF LAND TO THE CITY OF MONTICELLO AND FORMALLY ESTABLISHING PUBLIC USE OF SAID PARCELS WHEREAS, parcels of land in the City of Monticello identified as: PID 155-159-000010 PID 155-019-005070 PID 155-015-001131 have been forfeited to the State of Minnesota for non-payment of taxes and are being prepared for public auction under MN State Statutes, Chapter 282; and WHEREAS, the City of Monticello has an interest acquiring the parcels of tax forfeited property for the following: PID 155-159-000010 — stormwater purposes; maintenance purposes per MN Statutes 282.01, Subdivision 1(a)(1) NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF MONTICELL0, MINNESOTA: that parcel 155-159-000010 be conveyed to the City of Monticello for authorized public use; and BE IT FURTHER RESOLVED: that the following tax forfeit parcels are approved for sale at public auction: 155-019-005070 Lot 7, Block E, Riggs Addition 155-015-001131 Lower Monticello, Block 1, Lot 2 ADOPTED BY the Monticello City Council this 25th day of March, 2019. CITY OF MONTICELLO Brian Stumpf, Mayor ATTEST: Jeff O'Neill, City Administrator CERTIFICATION STATE OF MINNESOTA COUNTY OF WRIGHT I hereby certify that the foregoing is a true and correct copy of Resolution 2019-24 duly passed, adopted and approved by the Monticello City Council at their scheduled meeting on March 25, 2019, and recorded in minutes of said meeting. Notary Public: Date: (STAT -- Jennifer Schreiber, City Clerk 1w JNT Y o� ►- i = m February 6, 2019 ' O d� y 7855 Jeff O'Neill, City Administrator 505 Walnut St Auditor/Treasurer Monticello, MN 55362 Department 10 2nd St. NW Rm 230 Dear Mr. O'Neill, Buffalo, MN 55313 Ph: (763) 682-7578 Fax: (763) 682-7873 Enclosed is a parcel listing of non -conservation land located in your city/township. The parcel(s) described in the listing forfeited to the State of Minnesota for non-payment of www.co.wright.rnn.us property taxes. As required under M.S. 282.01, we request that you approve the parcel(s) for public auction or auction to adjacent owners or request a conveyance to your city/township for public use. We require a certified copy of the City Council Resolution authorizing any action taken to be mailed to this office as soon as possible. Special assessments that are levied after the forfeiture should be certified to this office. They will be added to the appraised value and paid from the sale price. Special assessments that were levied before the forfeiture do not need to be certified to this office. They were canceled at forfeiture and will be paid from the sale price. Please be advised that, if the City Council fails to respond within sixty (60) days of the date of this letter, the classification and sale will be deemed to be approved. If you have any questions, please contact Shawne at (763) 682-7587 or Jodi at 763 684- 4540. Sincerely, Robert J. Hiivala Wright County Auditor/Treasurer An Equal Opportunity Employer AmFwAk 11„ Beacon Wright County, MN Overview Parcel ID 155159000010 Alternate ID n/a Sec/Twp/Rng 18-121-024 Class 975 - Tax Forfeit -PRIVATE Property Address Acreage n/a District -1101 CITY OF MONTICELLO 882 H Brief Tax Description Sect -18 Twp -121 Range -024 SUNSET PONDS OUTLOTA (Note: Not to be used on legal documents) Date created: 2/6/2019 Last Data Uploaded: 2/6/2019 3:21:57 AM Developed by" Schneider GEOSPATIAL Legend Roads — CSAHCL — CTYC L MUNICL P R IVATEC L TWPCL Highways Interstate State Hwy US Hwy City/Township Limits 0 ❑ t Parcels Water Owner Address STATE OF MN TAX FORFEITURE WRIGHT CTY AUD-TREAS 10 2ND ST NW #230 BUFFALO, MN 55313 4raIfBeaconi Wright County, MN Overview Legend Roads — CSAHCL — CTYCL MUNICL P RIVATEC L TWPCL Highways Interstate State Hwy US Hwy City/Township Limits ❑ c ❑ t ❑� Parcels Water Parcel ID 155019005070 Alternate ID n/a Owner Address STATE OF MN TAX FORFEITURE Sec/Twp/Rng 11-121-025 Class 975 - Tax Forfeit -PRIVATE % WRIGHT CTY AUD-TREAS Property Address Acreage n/a 10 2ND ST NW #230 BUFFALO, MN 55313 District 1101 CITY OF MONTICELLO 882 H Brief Tax Description Sect -11 Twp -121 Range -025 AC RIGGS'ADDN LOWER MONTI Lot -007 Block-OOE FRAC LT7 BLK E (Note: Not to be used on legal documents) Date created: 2/6/2019 Last Data Uploaded: 2/6/20193:21:57AM Developed by4"j Schneider GEOSPATIAL nn, BeaconTM Wright County, MN Overview Legend Roads — CSAHCL — CTYCL MUNICL P R I VATEC L TWPC L Highways �- Interstate State Hwy US Hwy City/Township Limits c �] t Parcels Water Parcel ID 155015001131 Alternate ID n/a Owner Address STATE OF MN TX FRFT/AVAL SALE Sec/Twp/Rng 12-121-025 Class 975 - Tax Forfeit -PRIVATE % WRIGHT CTY AUD-TREAS Property Address Acreage n/a 10 2ND ST NW RM 230 BUFFALO, MN 55313 District 1101 CITY OF MONTICELLO 882 H Brief Tax Description Sect-12Twp-121 Range -025 LOWER MONTICELLO Block -001 LOT 2 EX S24FT (Note: Not to be used on legal documents) Date created: 2/6/2019 Last Data Uploaded: 2/6/2019 3:21:57 AM Developed by" Schneider G✓EOSPATIAL City Council Agenda: 03 /25/2019 2J. Consideration of approving an agreement between the Citv of Monticello, Wright Countv, and the Minnesota Off -Road Cvclists (MORC) for development and maintenance of a single-track mountain bike trail at the Bertram Chain of Lakes Regional Park. (AS) A. REFERENCEAND BACKGROUND: The City Council is asked to approve an agreement between the City of Monticello, Wright County and the Minnesota Off -Road Cyclists (MORC). The agreement provides the structure and terms by which MORC and its volunteers will continue to assist the city and county in the construction and maintenance of a single-track mountain bike trail at the Bertram Chain of Lakes. In 2013, the City Council first approved a memorandum of understanding between the three parties. In 2014, the City Council approved a new document related to MORC. The document transitioned at that time from an MOU to a formal agreement. The document was approved by the City Council, but was not executed by all parties. Therefore, the agreement is presented again for formal approval and execution. Items of note: • As with the 2014 document approved by the City Council, the document is an "agreement" rather than a memorandum of understanding. This is in recognition of the work that has been completed to -date on the single-track trail and liability responsibility. MORC will continue to make improvements to the trail route in accordance with industry standards and with oversight by the Wright County Parks Department. The agreement also continues to require on-going communication between MORC and the Park Administrator on trail operations and maintenance. • The agreement includes an automatic renewal provision. This allows the agreement to continue on an annual basis unless either party provides notice to terminate. The agreement benefits all parties in the establishment, maintenance and operations of the off-road single-track trail system.. Al. Staff Impact: The staff impact related to this proposal is to the advantage of the City and County. MORC volunteers have taken on the design, construction and maintenance activities, which would have required county and city staff time. Staff involvement for the single-track trails will be primarily in the supervision and monitoring of MORC's activities. These responsibilities will be taken on by the Wright County Parks Maintenance Supervisor, along with oversight by the Wright County Parks Administrator and Monticello Parks Superintendent. A2. Budget Impact: MORC is a volunteer -based organization. There is no cost associated with the agreement itself. The agreement does recognize that materials may be needed from time to time, which must be approved by the city and county. County and city tools may also be made available as 0 needed. B. ALTERNATIVE ACTIONS: 1. Motion to approve an agreement between the City of Monticello, Wright County, and the Minnesota Off -Road Cyclists (MORC) for development and maintenance of a single-track mountain bike trail at the Bertram Chain of Lakes Regional Park. 2. Motion to table for further research and discussion. C. STAFF RECOMMENDATION: Staff recommends the approval of the proposed agreement with MORC. The agreement presented represents a mutually beneficial arrangement for all partners, with the city and county retaining important ownership and oversight rights. The agreement provides the framework for the continued improvement and maintenance of one of the planned uses under the approved concept plan for the Bertram Chain of Lakes Regional Park. The agreement provides for a trail system which will be managed and maintained by the very group with a vested interest in its use and success. D. SUPPORTING DATA: A. Proposed Agreement B. Bertram Chain of Lakes Single Track Trails Map AGREEMENT BETWEEN THE Wright County, MN AND The City of Monticello, MN AND THE MINNESOTA OFF-ROAD CYCLISTS Bertram Chain of Lakes Regional Park Singletrack Mountain Bike Trail INTRODUCTION AND PURPOSE Wright County, The City of Monticello and the Minnesota Off -Road Cyclists (MORC) are interested in promoting mountain biking as an outdoor recreation and fitness activity and in developing and maintaining quality trails for cyclists of all ability levels at the Bertram Chain of Lakes Regional Park. This agreement identifies specific projects, including the design and construction of technical mountain bike trail features, trail maintenance, and trail patrol activities, which MORC volunteers have agreed to provide as service to Wright County, and The City of Monticello, this agreement establishes the responsibilities and conditions under which that volunteer service will be provided, and delineates the responsibilities of Wright County, and The City of Monticello. SCOPE OF THE AGREEMENT Ownership of Improvements All improvements, constructed on Wright County and The City of Monticello lands, shall be, and remain the property of Wright County and The City of Monticello. All materials, including records, data, and other information acquired, developed or documented under this Agreement shall be the property of both parties, unless otherwise mutually agreed upon by both parties. Term of Agreement The term of this Agreement shall start 2019, and extend through December 31, 2019. Thereafter, this Agreement will be automatically extended for successive calendar years unless Wright County, The City of Monticello, or MORC gives written notice to the other by October 1st preceding the automatic extension that it does not want to automatically extend this Agreement. During the term of this Agreement, parties may request an amendment to the Agreement. The party requesting the amendment will submit the proposed amendment in writing to the other parties and the parties shall reasonably confer on the amendment. Any amendment to this Agreement must be in writing and signed by all parties. MORC Volunteers Volunteers assigned to work under this agreement at the Bertram Chain of Lakes Regional Park are volunteers of MORC and are covered under the policies and procedures of MORC in relation to volunteer organization and management. Volunteers are not employees of or individual volunteers of Wright County or The City of Monticello, however they will receive training enabling them to represent the relationship between MORC, Wright County, and The City of Monticello. MORC Responsibilities 1. Provide technical support to Wright County and The City of Monticello in determining the location and design of technical features for the Mountain Bike Trail, consistent with the planned ability level of the trail segment in accordance with the International Mountain Bike Association (IMBA) guidelines. 2. Provide and supervise volunteers in the construction of approved technical features and alignment changes. • Utilize tools owned by MORC, Wright County, and The City of Monticello tools that may be made available by the designated Wright County Parks Maintenance Supervisor. • Technical features and alignment changes must conform to IMBA guidelines and Wright County approved designs. • Train and supervise volunteers in appropriate construction techniques in accordance with IMBA guidelines. • Identify a crew leader and submit name to the Park Maintenance Supervisor. • Coordinate work schedule and on-site public notification, when needed, with the designated Park and Recreation Operations Manager. • MORC volunteers may use bikes in the on-site planning and testing of technical features prior to official trail opening as coordinated with the Park and Recreation Operations Manager. 3. Provide volunteers to assist with the inspection and hand -work maintenance of the trail. • Seasonally submit to Wright County for approval a schedule identifying minimum timetable for trail observation/inspection. • Only individuals who MORC has designated as "equipment operators" will be allowed to operate equipment on Wright County and The City of Monticello properties. Such designation will only be granted to individuals who have been trained by MORC in the safe and proper use of equipment such as trail mowers, weed whips and other maintenance equipment, and outfitted with proper personal protective equipment. • Ensure that all volunteers have received training in trail inspection and maintenance responsibilities as well as an orientation to Wright County. • MORC volunteers are authorized to sculpt and/or remove downed trees found on the trail tread. • Perform routine maintenance activities. In the event that MORC is unable to safely and promptly address an identified issue that may create an unsafe situation, the MORC volunteer should notify the Park Maintenance Supervisor. 4. Use of Chainsaws and Tree Removal by MORC Volunteers. • Only individuals who MORC has designated as "chainsaw operators" will be allowed to operate chainsaws on Wright County and The City of Monticello properties. Such designation will only be granted to individuals who have been trained by MORC in the safe and proper use of chainsaws, and outfitted with proper personal protective equipment • No live standing trees of native species over 4 inches (except Oak trees, which shall be at 2 inches or greater) in diameter will be cut without first receiving approval from the designated Park Maintenance Supervisor. • Brush and small trees that are cut should be scattered at least 10 feet off the trail and lopped up so that no portion extends more than 3 feet above the ground. • Large trees up to 12 inches in diameter that fall across the trail may be cut to clear passage for the bike trail but the remaining portions of the trees should be left in place provided it's safe to do so. • MORC shall notify the Park Maintenance Supervisor when there are fallen trees greater than 12 inches in diameter that need to be cleared from the bike trail. Wright County crews will be responsible for clearing such trees. 5. Provide and supervise volunteers for the purpose of winter trail grooming, maintenance, and inspection. • Routine trail inspection and maintenance shall be conducted during the winter season under the same guidelines specified by the Agreement for summer season. • Develop, implement and evaluate winter trail grooming techniques and equipment. • Train and supervise volunteers in appropriate trail grooming techniques in accordance with MORC guidelines for winter trail use. • Identify a crew leader(s) for winter grooming who will maintain timely communication with the designated Park and Recreation Operations Manager. 6. Work with Wright County and the City of Monticello in developing a routine inspection log report sheet for use by volunteers for the regularly scheduled inspections that will identify desired items for inspection and implement the use of this report sheet in the regular inspection of trails. • Copies of reports should be submitted to the Parks and Recreation Operations Manager. 7. Prior to making any trail alignment changes, submit recommendations to Wright County for any significant trail alignment changes that may contemplated by MORC in carrying out the volunteer duties as outlined in the MOU. Changes that do not need Wright County approval are within 5 feet of the existing trail centerline and shorter 50 feet in length. Any planned reroute within 20 feet of a wetland will require Wright County approval. 8. Recommend to Wright County and The City of Monticello for consideration the types, location and language for trail directional, cautionary and informational signs and install (if requested by Wright County and The City of Monticello). 9. A designated MORC representative(s) may make recommendations to The Parks and Recreation Operations Manager as to when to close and re -open trails due to poor conditions or other unforeseen circumstances observed during trail patrol or maintenance activities. 10. Provide trail patrol volunteers (Ambassadors) as an optional service to assist in monitoring trail activities and providing assistance to trail users. • MORC may provide volunteers identified and trained by MORC as trail patrollers to ride and monitor the trail. • Trail patrollers can offer assistance to trail users within the scope of their training and volunteer status under MORC. • Trail patrollers should call 911 for emergency assistance (Wright County Public Safety may not be the first response unit to arrive at the scene). To contact Wright County Public Safety specifically for non -emergency situations such as, to report suspicious activity, uncooperative behaviors, or unauthorized trail use, call the Wright County Sheriff Dispatch at 763- 682-7600Trail patrol should be communicated with the Park and Recreation Operations Manager. • Provide Wright County with summary trail safety reports as generated by MORC volunteer trail patrol. 11. Hold Harmless Agreement Each party agrees that it will be responsible for its own acts and the results thereof and shall not be responsible for the acts of the other party and the results thereof. Each party, therefore, agrees that it will assume all risk and liability to itself, its agents or employees, for the injury to persons or property resulting in any manner from the conduct of its own operations, and the operation of its agents or employees under this agreement, for any loss, cost, damage, or expense resulting at any time from any and all causes due to any acts or acts of negligence, or the failure to exercise proper precautions, of or by itself or its own agents or its own employees, while occupying or visiting the premises under and pursuant to the agreement. 12. MORC may not interfere with the enjoyment of park users and must abide by Wright County Park Ordinances. WRIGHT COUNTY and The City of MONTICELLO RESPONSIBILITIES: 1. To review and approve design and implementation plans for all agreed to volunteer activities. 2. To purchase materials as agreed upon and, if needed, to be used in the construction of approved technical features. 3. To loan hand -tools for construction and maintenance activities, upon request and approval of designated Park Maintenance Supervisor. 4. To provide Park maintenance staff support for approved work on a schedule agreed to by Park Maintenance Supervisor. 5. To review and approve recommended technical feature designs, construction schedules and trail maintenance schedules. 6. To recognize MORC's contributions for trail design, technical feature design and construction and volunteer maintenance support in appropriate signage at an appropriate location in a manner approved by Wright County and to be coordinated through the Parks and Recreation Director. 7. To display a message about the MORC organization and event opportunities in manner approved by Wright County and The City of Monticello at a location approved by the Parks and Recreation Director. 8. To authorize MORC to have an informational display/booth at the trailhead up to two times per year for the purposes of providing information about MORC memberships and mountain biking events, as approved and coordinated with Parks and Recreation Operations Manager. Informational displays may also be approved for Wright County and The City of Monticello permitted mountain bike races or events. Requests for a permit for direct financial solicitation (membership sales) must be approved in advance by the Parks and Recreation Director. 9. To notify MORC of trail closures or events which affect the use of the trail for posting on the MORC web site. Termination of Agreement This Agreement may be terminated by either party upon delivery of 30 -day written notice to the other party. Amendment of Agreement This Agreement shall not be altered, changed or amended except by written mutual agreement of the parties MORC Contacts Reed Smidt, President PO Box 19520 Minneapolis, MN 55419-0520 Cell: 763-232-2666 president(@morcmtb.orq reed.smidt(@gmail.com Wright County Contacts Jay Thompson, Trail Steward Cell: 763-221-2344 jayt-morc@outlook.com Park Maintenance Supervisor Parks and Recreation Operations Manager Ralph Borell Bradley Harrington Office: 763-682-7694 Office: 763-682-7894 Cell: 763-286-6015 bradley.harrington@co.wright.mn.us Ralph.borell@comright.mn.us Agreement Administration Marc Mattice; Parks and Recreation Director 3500 Braddock Avenue NE, Buffalo, MN 55313 Office: 763-682-7693 IN WITNESS WHEREOF, the parties have entered into this Agreement as of this day of 2019. Wright County Minnesota Off -Road Cyclists 3500 Braddock Avenue NE PO Box 19520 Buffalo, Minnesota 55313 Minneapolis, Minnesota 55419-0520 By: By: Title: Title: Attest: Attest: City of Monticello 505 Walnut Street Monticello, MN 55362 go Title: Attest: 0 0 3 CQ Bertram Chain of fakes RegionaC Park SingCetracf Mountain Bike Trad County Road 39 NE Creek Trail F W:�� Singlet Mountaii Trail H ® Amphitheatre Bridge ® Beach Fishing Pier Q Boat Landing 0 Parking Q 'Wright County Parks Playground Single Track Mountain Bike Trail 40 A Trail Head Park Road N �V YMCA 500 � Total length of trail is approximatly 10 Miles 0 500 1,000 1, January, 2017 Feet MSN City Council Agenda: 3/25/2019 2K. Consideration of a request for Final Stage Planned Unit Development (PUD) and Rezoning to PUD for Lot 1, Block 1, Groveland 5t" Addition and Final Plat and Development Agreement for Groveland 5t" Addition. Applicant: Monticello RV, Scott Kunz. (AS/NAC) Property: Legal: Outlot D, Groveland Addition PID: 155125000040 Planning Case Number: 2018-047 A. REFERENCE & BACKGROUND Request(s): Final Stage PUD, Final Plat, Rezoning to PUD and Development Agreement Deadline for Decision: April 13, 2019 Land Use Designation: Places to Shop Zoning Designation: B-3 Highway Business The purpose of the "B-3" (Highway Business) district is to provide for limited commercial and service activities and provide for and limit the establishment of motor vehicle oriented or dependent commercial and service activities Overlays/Environmental Regulations Applicable: Current Site Use Surrounding Land Uses: North: East: South: West: Project Description: Freeway Bonus Sign Overlay District Vacant Highway Commercial (RV Dealership) Self -Storage Commercial Single Family Residential Vacant Commercial The site is currently zoned B-3, Highway Business. For this area, commercial development is anticipated that takes advantage of highway -related businesses that include those selling and servicing motor vehicles, as well as hospitality uses that specifically serve traveler business, e.g., hotels and restaurants, in addition to local customers. City Council Agenda: 3/25/2019 Common commercial building and site planning requirements apply in the B-3 District. Under the proposed PUD District, there is an expectation that the City will consider flexible development plans that incorporate design which may not meet the specific requirements of a typical zoning district, but which because of the design elements, exceed the City's planning and zoning objectives for the location in question. The proposed use of Lot 1, Block 1 is a Recreational Vehicle sales and service facility, an allowed Conditional Use in the B-3 District. The service aspect of the use is expected to be limited to minor repair and cleaning of used vehicles, along with pre -sales prep of new units prior to sale. In this case, the applicants are seeking PUD approval for Lot 1, Block 1 to avoid the building size/ratio requirements that are otherwise applicable to motor vehicle sales facilities. The commonly applicable standard would be 9% of the lot area, or 20,000 square feet, whichever is greater. For the subject 6 acre site, 9% would be more than 23,000 square feet. The applicant had first proposed an approximately 20,000 square foot building proposal, then revising the application to propose an 18,200 square foot building, including mezzanine. The Planning Commission had an extensive discussion related to the altered PUD proposal, primarily related to the building materials. The applicants had proposed to reduce the quantity of building materials used to enhance the architecture from that which was originally planned. The proposed changes included elimination of the decorative cover over the side entrance, and elimination of enhanced materials (rock -faced block wainscot on all but the front (north) face of the building. The Planning Commission eventually settled on a recommendation of wainscot on the north and east walls, and retention of the rock -faced pilasters all around the building. As noted, the Planning Commission had also wanted to ensure that the view of the building from Chelsea Road would be protected through maintenance of a 50 foot wide open view space. As discussed, these conditions have been met with the proposed PUD Plans. The conditions recommended by the Planning Commission are considered to be the applicant's contribution to an enhanced development plan in exchange for the building size, which is reduced by about 20% of the code requirement. The proposed Groveland 5th Addition plat consists of a subdivision creating the proposed RV dealership parcel on the east half of the subject property (Lot 1, Block 1) and an outlot comprising the remaining land, approximately 5.7 acres, extending west to the intersection of Chelsea Road and 90th Street. This parcel will require replatting prior to its development. OJI City Council Agenda: 3/25/2019 Final Stage PUD During Development Stage review, the Planning Commission and Council reviewed the detailed site plans for the proposed PUD, as noted above. As part of Final Stage PUD and final plat approval, a determination should be made that required conditions of Development Stage PUD and preliminary plat approval have been satisfied. The planned unit development applies only to Lot 1, Block 1 of the proposed plat. The City Council reviewed the Development Stage Planned Unit Development on March 11, 2019, approving the application with the following conditions. The conditions are those that had been recommended by the Planning Commission following a public hearing on a revised Development Stage PUD application on February 26th, 2019. The status of the conditions with Final Stage PUD application plans is provided in italics. 1. Relocate the two overstory trees shown on the landscaping plan as illustrated in this report. Final Stage PUD plans compliant. 2. Accommodate the reduced overall building size as request in the amendment plans and narrative. Final Stage PUD plans illustrate proposed 18,200 square foot building, compliant. 3. Retain the rock -face wainscot material on the front fagade facing Chelsea Road and east facade. Final Stage PUD plans compliant. 4. Ensure east boundary will not create concerns over interference with existing adjacent property improvements. Final Stage PUD plans illustrate a curb line approximately 20 feet from the boundary, consistent with the Development Stage PUD. The plans detail covers rock mulch in this area. Recreational vehicles would extend over this area, but would not appear to create a conflict with the adjacent property improvements. The plans appear to be compliant. 5. Maintain lighting compliance with code, ensuring that lighting levels will minimize impacts on adjacent property. Wall pack and site lighting to conform to code requirements for cut-off shielding. No revised detail lighting specifications were supplied with the Final Stage PUD. Item remains a condition of approval. 6. Prepare and submit sign plans that demonstrate compliance with Sign Ordinance regulations. The applicant supplied sign plans to staff at the Planning Commission meeting of February 26th, 2019 but did not include those plans as part of their Final Stage PUD application materials. Staff has reviewed the plans supplied during the Planning Commission meeting. The pylon sign height at 32' and area at 200 sf appears to be compliant with maximum ordinance allowances for the Freeway Bonus District based on the Final Stage PUD plans submitted. However, the free-standing pylon was not detailed on the site plan to verify setback The required setback is 1 S' from the property line abutting the right of way and 5' from all side and rear property lines. In the 3 City Council Agenda: 3/25/2019 Planning Commission's review, it was noted that the sign would be allowed in the 50' clear zone at the property entrance area. In addition, the wall sign illustrations shown on the elevations and with the submittal to staff at Planning Commission do not show dimensions or accurate scale. Sign plans meeting sign ordinance requirements for a maximum of 15% of the facade area fronting the public street are required. Compliance with the Sign Ordinance and submission of final plans therefore remains a condition of the final stage approval. Any variation from the ordinance will require additional review by the Planning Commission and Council as required. 7. Noise Ordinance compliance — including no outdoor paging/speakers that are audible from adjoining residential areas. Remains an on-going condition of approval. 8. Limit use of extended parcel to the south to landscaping and revise the landscaping plan to identify plantings and maintenance. Final Stage PUD plans do not illustrate the required landscaping. This remains a condition of approval. Limitation of the use of the parcel extension is referenced in the development agreement. 9. Provide materials detail for proposed retaining wall. The revised Development Stage PUD application and subsequent Final Stage PUD plans illustrate a revised configuration for the storm water area on the east side of the site. No retaining wall is needed and therefore the condition is no longer applicable. 10. Compliance with the recommendations of the City Engineer's report dated December 12, 2018. The City Engineer has reviewed the revised plans and has indicated that the comments of prior review letters have been met with only minor additional comment. 11. Execute a Development Agreement for the plat and Planned Unit Development. Remains a condition of approval. Development agreement an item for consideration with the Final Plat and PUD. 12. Installation of a Fire Department lock box as directed by the Fire Marshal. Remains a condition of approval. 13. Submission of a plan demonstrating adequate circulation and turning radaii area for Fire Department apparatus. Revised Development Stage and subsequent Final Stage PUD plans illustrate compliance with this condition. 14. Planned Unit Development and site plan will accommodate a 50' clear zone area at the entrance.to accommodate building views from Chelsea Road. This area may include signage as allowed by ordinance. Revised Development Stage and subsequent Final Stage PUD plans illustrate compliance with this condition. As a final note, the applicants had initially indicated interest in an on-site dump station facility. No plans or illustration for such facility are included with the final stage application and therefore are not considered a part of this approval. L! City Council Agenda: 3/25/2019 Final Plat — Groveland 5th Addition The proposed plat consists of a subdivision creating the proposed RV dealership parcel on the east half of the subject property (Lot 1), a parcel of approximately 6.09 acres in area. Lot 1 includes a small extension that divides the single family neighborhood to the south, and which would continue to be the responsibility of the RV owner for maintenance. The preliminary plat reviewed and approved by the Council on March 11, 2019 illustrates a configuration for Outlot A which relates to title issues resulting from prior street vacation for the previous re -alignment of Chelsea Road. The plat revision addresses a small area that does not affect the current project, and raises no issues for overall plat design. The final plat continues to illustrate that condition. As previously noted, Outlot A will require replatting prior to development. The plat demonstrates the required drainage and utility easements and right of way configurations. Rezoning to PUD The preliminary and final plat detail a subdivision for a single lot and one outlot. The requested rezoning to PUD applies to Lot 1, Block 1 only. The Planning Commission held the public hearing on the proposed rezoning for PUD on January 2nd, 2019 and on the revised Development Stage application and rezoning on February 26th, 2019. The Planning Commission recommends approval of rezoning of Lot 1, Block 1 to PUD. Development Contract The applicant is required to enter into a contract providing for the terms and conditions of site development. The Groveland 5th Addition development agreement is a three -party agreement between the City, the property owner and the developer of Lot 1, Block 1. The property owner will retain ownership of Outlot A. The development agreement outlines the required plans and improvement procedures for the plat and the PUD. The developer is required to supply letters of credit for grading and landscaping. No public improvements are proposed or required for this plat and development, and therefore no letter of credit for public improvements is required. The contract also provides for the required fees and securities for the development. These include trunk area charges and escrows for city review and inspection of the plat and development during construction. In addition, the required maintenance and management of the stormwater maintenance system is specifically called out. 5 City Council Agenda: 3/25/2019 It should be noted that it is typical for development contracts to allow a period of up to 2 years under which changes to city controls will not affect the use, development density, lot size, lot layout or dedications of the approved plat. The property owner has requested 5 years. The agreement included for Council action has been reviewed for comment by the developer and property owner. B. ALTERNATIVE ACTIONS Planning Commission recommends approval of the rezoning to Planned Unit Development and the previously approved Development Stage PUD and Preliminary Plat. Motion to adopt Resolution No. 2019-27, approving the Final Stage PUD for Lot 1, Block 1, Groveland 5th Addition and the Final Plat and development contract for Groveland 5th Addition, and Ordinance No. 716 for Rezoning of Lot 1, Block 1, Groveland 5th Addition to PUD based on the findings in said resolution, and subject to the conditions as incorporated in Exhibit Z. 2. Motion to deny adoption of Resolution No. 2019-27, and Ordinance No. 716 based on findings identified by the City Council. 3. Motion to table action on Resolution No. 2019-27, and Ordinance No. 716 subject to additional information from the applicant and/or Staff. C. STAFF RECOMMENDATION Based on the revised plans submitted for Final Stage PUD and final plat, staff recommends approval of the Final Stage PUD, rezoning to PUD, final plat and development contract. The recommendation is subject to the conditions listed in Exhibit Z and based on the findings in the Resolution for approval. D. SUPPORTING DATA A. Resolution 2019-27 B. Ordinance No. 716 C. Aerial Site Image D. Planning Commission Resolution PC -2019-009 E. Applicant Narrative F. Supplemental Applicant/Property Owner Narrative G. Preliminary Plat H. Final Plat I. Final Stage PUD Plans, including: a. Title Sheet b. Details c. Existing Topography G City Council Agenda: 3/25/2019 d. Grading, Drainage & Erosion Control Plan e. Utility and Paving Plan f. Site Plan g. Landscape Plan J. Building Floor Plans K. Proposed Building Elevation Plans L. Photometric Plan M. Sign Plans N. Stormwater Management Plans (not included, but available for review) O. City Engineer's Letter, dated 12/18/18 and 2/19/19 P. Development Agreement Q. Finance Plan Z. Conditions of Approval 7 City Council Agenda: 3/25/2019 EXHIBIT Z Final Stage PUD — Lot 1, Block 1 Groveland 511 Addition and Final Plat of Groveland 511 Addition 1. Maintain lighting compliance with code, ensuring that lighting levels will minimize impacts on adjacent property. Wall pack and site lighting to conform to code requirements for cut-off shielding. 2. Prepare and submit sign plans that demonstrate compliance with Sign Ordinance regulations. Noise Ordinance compliance — including no outdoor paging/speakers that are audible from adjoining residential areas. 4. Limit use of extended parcel to the south to landscaping and revise the landscaping plan to identify plantings and maintenance. 5. Compliance with the final recommendations of the City Engineer's as related to the comment letters of December 12th, 2018 and February 19th, 2019. 6. Execute a Development Agreement for the plat and Planned Unit Development. 7. Execute a Stormwater Maintenance Agreement for the private stormwater and infiltration basin for the proposed development. N. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2019-27 A RESOLUTION OF THE MONTICELLO CITY COUNCIL APPROVING A FINAL PLAT AND DEVELOPMENT AGREEMENT FOR GROVELAND 5th ADDITION AND FINAL STAGE PUD (PLANNED UNIT DEVELOPMENT) FOR LOT 1, BLOCK 1, GROVELAND 5th ADDITION WHEREAS, the applicant has submitted a request for Final Plat and Final PUD, consisting of site and building improvements in the B-3, zoning district; and WHEREAS, the Monticello Planning Commission held a public hearing on January 2nd, 2019 and February 26th, 2019, for the consideration of the Development Stage Planned Unit Development and rezoning to Planned Unit Development of Lot 1, Block 1 of Groveland 5th Addition, and the preliminary plat of Groveland 5th Addition; and WHEREAS, after taking public comment, the Planning Commission recommended approval of the Development Stage Planned Unit Development and rezoning to Planned Unit Development of Lot 1, Block 1 of Groveland 5th Addition, and the preliminary plat of Groveland 5th Addition to the City Council; and WHEREAS, the Monticello City Council reviewed the recommendation of the Planning Commission and approved the preliminary plat of Groveland 5th Addition on March 11th, 2019; and WHEREAS, the Monticello City Council reviewed the final plat of Groveland 5th Addition on March 25th, 2019; and WHEAREAS, the preliminary and final plat for the Groveland 5th Addition identifies the specific plans and uses for the proposed Groveland 5th Addition; and WHEREAS, the requirements for Final Plat and Final Stage PUD consideration in the Monticello zoning ordinance have been met; 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 Plat and PUD provides an appropriate means of furthering the intent of the Comprehensive Plan for the site by continuing the development plans for commercial use. 2. The proposed improvements on the site under the Plat and PUD are consistent with the needs of the development in this location as a commercial 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 Plat and PUD are consistent with the intent of the City's economic development objectives, as well as with the intent of the City's zoning regulations except as authorized by the Planned Unit Development. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota: The Monticello City Council hereby approves the Final Plat and Final PUD as submitted, adopting the findings of fact herein, subject to compliance with related codes and regulations for such use, and the following conditions: 1. Maintain lighting compliance with code, ensuring that lighting levels will minimize impacts on adjacent property. Wall pack and site lighting to conform to code requirements for cut-off shielding. 2. Prepare and submit sign plans that demonstrate compliance with Sign Ordinance regulations. 3. Noise Ordinance compliance — including no outdoor paging/speakers that are audible from adjoining residential areas. 4. Limit use of extended parcel to the south to landscaping and revise the landscaping plan to identify plantings and maintenance. 5. Compliance with the recommendations of the City Engineer's report dated March 21St, 2019. 6. Execute a Development Agreement for the plat and Planned Unit Development. 7. Execute a Stormwater Maintenance Agreement for the private stormwater and infiltration basin for the proposed development. BE IT FURTHER RESOLVED BY THE CITY COUNCIL OF MONTICELL0, MINNESOTA, that the document titled "Development Contract and Planned Unit Development and for Groveland 5th Addition," 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 March, 2019, by the City Council of the City of Monticello, Minnesota. MONTICELLO CITY COUNCIL Brian Stumpf, Mayor ATTEST: Jeff O'Neill, City Administrator ORDINANCE NO. 716 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING TITLE 10 OF THE MONTICELLO CITY CODE, KNOWN AS THE ZONING ORDINANCE, BY ESTABLISHING THE GROVELAND 5th ADDITION MONTICELLO RV PUD AS A ZONING DISTRICT IN THE CITY OF MONTICELLO, AND REZONING THE FOLLOWING PROPERTY FROM B-3, HIGHWAY BUSINESS DISTRICT TO GROVELAND 5th ADDITION MONTICELLO RV PUD, PLANNED UNIT DEVELOPMENT: LOT 1 BLOCK 1; GROVELAND 511 ADDITION THE CITY COUNCIL OF THE CITY OF MONTICELLO HEREBY ORDAINS: Section 1. Section 2.4(P) — Planned Unit Developments, Title 10 — Zoning Ordinance is hereby amended by adding the following: (XX) Groveland 5th Addition — Monticello RV PUD (a) Purpose. The purpose of the Groveland 5th Addition — Monticello RV PUD District is to provide for the development of certain real estate subject to the District for Vehicle Sales & Rental uses. (b) Permitted Uses. Permitted principal uses in the Groveland 5th Addition — Monticello RV PUD District shall be vehicle sales and rental uses as found in the B-3, Highway Business District of the Monticello Zoning Ordinance, subject to the approved Final Stage PUD Plans dated March 25th, 2019, and development agreement dated March 25th, 2019, as may be amended. The introduction of any other use from any district shall be reviewed under the requirements of the Monticello Zoning Ordinance, Chapter 2, Section (0) — Planned Unit Developments for Development Stage PUD and Final Stage PUD. (c) Accessory Uses. Accessory uses shall be those commonly accessory and incidental to vehicle sales and rental 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 Groveland 5th Addition — Monticello RV 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 Plans, then the regulations of the B-3, Highway Business District, shall apply. ORDINANCE NO. 716 (e) Amendments. Where changes to the PUD are proposed in the manner of use, density, site plan, development layout, building size, mass, or coverage, or any other change, the proposer shall apply for an amendment to the PUD under the terms of the Monticello Zoning Ordinance, Section 2.4 (P)(10). The City may require that substantial changes in overall use of the PUD property be processed as a new project, including a zoning district amendment. Section 2. The zoning map of the City of Monticello is hereby amended to rezone the following described parcels from B-3, Highway Business District to Groveland 5th Addition — Monticello RV PUD, Planned Unit Development District: Lot 1, Block 1, Groveland 5th 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 25th day of March, 2019. ATTEST: Jeff O'Neill, Administrator AYES: NAYS: Brian Stumpf, Mayor 2 i, t , ,00 :al, Zz 6Sul- !L uro /fill Vi�"G 9 1 1 1 1 11111 } 111.0 44d IML CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2019-009 RECOMMENDING APPROVAL OF A ZONING MAP AMENDMENT REZONING THE SUBJECT PROPERTY FROM 66B-399, HIGHWAY BUSINESS DISTRICT TO "PUD", PLANNED UNIT DEVELOPMENT DISTRICT WHEREAS, the applicant has submitted a request to rezone a portion of Outlot D, Groveland Addition (being replatted as Groveland 5th Addition) subject to its platting into developable lots; and WHEREAS, the proposed amendment is consistent with the long-term use and development of the property suggested by the Comprehensive Plan; and WHEREAS, the original preliminary plat for the area commercial uses for the subject area; and WHEREAS, the Planning Commission held a public hearing on January 2°d, 2019 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 is an appropriate means of furthering the intent of the Comprehensive Plan for the site. 2. The use of the site for commercial development is consistent with the City's economic development objectives. 3. The amendment results in a zoning designation that more closely achieves the goals and objectives of the Comprehensive Plan than would the current B-3 zoning. 4. The amendment results in the potential for development that would be compatible and consistent with the expecting surrounding land uses in the area. 6. The resulting land uses will have impacts on public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the subject property as proposed. 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 adopts Ordinance No. rezoning the subject property from "B- 3", Highway Business District to "PUD", Planned Unit Development District. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2019-009 ADOPTED this 26'x' day of February, 2019, by the Planning Commission of the City of Monticello, Minnesota. ATTFgT- Ang MONTICELLO PLANNING COMMISSION 0 Brad )evelopment Director Angela, As we have gotten closer to final design and budget, we have had to make some modifications to the project that we felt we should share we the planning commission before we went to council. We have had an overall budget increase of $800,000 dollars from our starting budget. That puts our project projection over 4 million dollars before inventory. This maxes us out with our lender as well as making the project to difficult to work financially. We are coming back to planning with some needed changes. We did to remove 10 feet in the width of the building deducting 1800 sq.ft., but adding open mezzanine space of 2200 sq. ft., for total building space of 18,200 feet what we originally were looking for as the mezzanine was originally not in the project We modified the side entrance to not be as grand as the front entrance. We removed a rock face block wainscoting on the lower part of the building that was on some of the drawings but not on the pictures, and replaced it with the same material as the upper part of the building. This block face accent is still on the columns. The wainscoting was never intended to be part of the project, but put on the drawing in error by the architect. By turning the building as requested. Although it looks great it created some east to west drainage problems. We had to handle that by putting in some expensive under ground storage tanks / large pipe system to handle the water to our ponding area. Another addition we made to the project was the change from are deep trench like pond to give up a rather large portion of parking spots which creates a much larger area of green space. We had to make these minor changes to try to get things back into a budget that works. Everyone involved in this project has work very hard to make the adjustments needed to keep this project alive. We appreciate your consideration of our request. Also please note that there is an issue not affecting this lot, but may require a small change to the plat in the north west corner where the city vacated Chelsea road that has to do with vacation law that we can advise you of. Thank -you Sincerely, Scott Kunz and Shawn Weinand February 12, 2019 Ms. Angela Schumann Community Development Director 505 Walnut Street Monticello, MN 55362 Re: Replat of out lot D Groveland addition and PUD for DSB Ventures (Monticello RV Center) narrative OCello and DSB Ventures has entered into a purchase agreement to sell DSB ventures 5.98 acres on the eastern portion of outlet lot D Groveland addition PID # 155125000040, 260,488 square feet. This would be the West border of Affordable Storage presently is zoned B3. The applicant DSB Ventures (Monticello RV Center) will purchase the raw land and are contracting with Kinghorn Construction to build the building. It would be the intention of DSB to develop the site into a second location for Monticello RV Center. They desire to do this by requesting to rezone from B-3 to a PUD which will allow some flexibility with building size. It would allow one larger facility be built in 2019, versus 2 smaller buildings to be built over a period of time. Total square footage for the building is 18,200SF which includes 2,200SF of mezzanine. The portion of the berm that is on the commercial property is approximately 40 feet by 640 feet (25,600) square feet of buffer space that is not usable for parking or lot development. Ocello did plant pine trees at the top on the residential property that have developed into a very nice buffer between the residential and the commercial properties. It would be our intention to continue with pine tree plantings and mulch just as affordable storage has done to extend the buffer and the continuity to the projects. It is our understanding that Affordable Storage is doing a decorative fence on the East border of this property. It would be our intention to do rock landscaping on this border. On the West border we would landscape a long shallow filtration pond to tie into one of the hookups provided to this site on Chelsea road that ties to the regional pond. Across the front Boulevard on Chelsea road we will have landscaped green space divided by the regional trail. The overhead door finish on the building is as follows: The OHD closest to Chelsea will be aluminum and glass construction similar to a storefront system. The remainder will be an insulated metal panel with embossed finish these will have windows across 2 panels. Currently we anticipate only one entrance in and out of the site. The front part of this lot falls under the highway sign designation, so are plans are to put a sign the complies with those requirements. We have not finalized our other signage plans, but do not anticipate any extra sign requirements. As the signage portion of the project develops we will communicate with the city. We understand we will need a CUP to operate. Should we decide to fence any portion of the property we would continue with the decorative design of the metal on the East border or similar product. We feel our project is a good fit to the neighborhood. It's a acceptable use in a B3 zoning with a CUP. The property is presently zoned B3. There is a good buffer between uses and very little impact to the area, low traffic and a quiet operation, and brings a good tax base to the city while adding numerable well -paying jobs. It is understood that there will be development, SAC/WAC, trunk, building permit, etc. fees that will be associated with this project. GROV LAND 5TH ADDITION PRELIMINARY LAT R=706.75 F\ F\ n F\ F\ L=183.70 \ LLC < < " OWNER: i / \ i --D=14°53'33SHAWN CWEINOAND CHIEF MANAGER / \ L ' — \ L ' L' IN. LINE OF VACATED--- i C.Brg=N88°36'49"W --- SOS, 4065 CHELSEA ROAD WEST CHELSEA ROAD WEST C.=183.19 9oT Nlfl \ MONTICELLO, MN 55362 SOUTHEASTERLY AND EASTERLY LINE—, OF OUTLOT A, 90TH STREET 3RD ADDITION D CHELSEA SEA LEGAL DESCRIPTION \�o i ROAD wESTTE Outlot D, GROVELAND ADDITION and that part of vacated Chelsea Road West, as dedicated in OF VA CAGROVELAND ADDITION, according to said plat on file and of record in the office of the County Recorder, Wright County, Minnesota, lying southerly of the centerline thereof, and also lying southeasterly and easterly of a line drawn parallel with and distant 80.00 feet southeasterly and rQ1 \QQ i VACATED CHELSEA ROAD WEST AND ,i /' :;'' `; 0 ro 3 ` RESERVED DRAINAGE AND UTILITY I�=�--, ' \ J ' easterly of the southeasterly and easterly line of Outlot A, 90TH STREET 3RD ADDITION, Y- g 05 �, / according to said plat on file and of record in the office of the County Recorder, Wright EASEMENT PER DOC. NO. /09/043. \ / / \ Dg�NQ 5 — — — — — — — ��\ \ ` ` / County, Minnesota, and also lying southwesterly of a line drawn parallel with and distant 80.00 G 8t G�1 f — — — — — — — _ — _ �,S feet southwesterly of the southwesterly line of Lot I, Block I, said 90TH STREET 3RD ADDITION. ---------------- -- -I-InI R=666. --L=509.32 _ / \ GJ --=43°46'02" — / //C/� 1 L/' I\111. l\I (, _ < _ `< THE SOUTHEAST LINE OF OUTLOT D �o "666? 5 N y \ ' / " " GROVELAND ADDITION, IS ASSUMED TO HAVE NT ER UTILITY EASADDITION v v v// 1 / / 1 ' A BEARING OF N22045'05"E Do15� DRAINAG T D GROVE�AND \ ;J�' �/ / \ Denotes monument found I/2 inch iron pipe marked as PER PLA shown. OUTLOT A v v - -- - -- /2 OPEN % 4 S „ ` ,;, ,y, O Denotes 1/2 inch x 18 inch iron monument set 220 v st�� .,I II vI marked by license no. 18425 unless otherwise shown. ® Denotes mag nail with brass disc set marked by \ \ license no. 18425 unless otherwise shown. A0.6=5.66 ACRES r \ n A=246,527 S T70 �� 880 �� l "\ o ?09• a, y303 6CS' \ \ SO �R P�\O�R1714 E 39x74 �N�gODI7 01V ER RLS 10938 4, J \ \ 600 DoT 1 SETBACKS FRONT=30' BL0(_1%r't%'0'_ / - 11 BACK=30' A=6.09 ACRESSIDE=10'o/\ �- /III�A�� A=265,095 SF I o \ - V - 1 1I A I ,A\ F I I A I n / \ � / I" III I" ' / "I`J t I`: / /��// 'A' I\: / / oh 1CV \ 61 �AND v / — — ��lll / \ 0As MEN liIL >\ / \ / °O� _ r, Scale in feet 0' / I \ll \l1 I,I / n^.. 1 jv O / �/ "\ IL L;- I I,. n I I 0 50 100 150 6/ � / ,\ � \16 R=400.00 ONE INCH EQUALS FIFTY FEET DATE: 12-5-18 __ L=30.01--` 1/2 OPEN /F L - � / Kis 10938 A=4°17'53"/S65°55'51If i2 OPEN REVISED: 3-6-19 \ / 1 - 18.53 � _-- ! / ALLIANT ENGINEERING GROVELAND 5TH ADDITION KNOW ALL PERSONS BY THESE PRESENTS: That Ocello, LLC, a Minnesota limited liability company, owner of the following described property situated in the County of Wright, State of Minnesota, to wit: Outlot D, GROVELAND ADDITION and that part of vacated Chelsea Road West, as dedicated in GROVELAND ADDITION, according to said plat on file and of record in the office of the County Recorder, Wright County, Minnesota, lying southerly of the centerline thereof, and also lying southeasterly and easterly of a line drawn parallel with and distant 80.00 feet southeasterly and easterly of the southeasterly and easterly line of Outlot A, 90TH STREET 3RD ADDITION, according to said plat on file and of record in the office of the County Recorder, Wright County, Minnesota, and also lying southwesterly of a line drawn parallel with and distant 80.00 feet southwesterly of the southwesterly line of Lot 1, Block 1, said 90TH STREET 3RD ADDITION. Has caused the same to be surveyed and platted as GROVELAND 5TH ADDITION and does hereby dedicate to the public for public use the drainage and utility easements as created by this plat. In witness whereof said Ocello, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this day of 20 Signed: Ocello, LLC , Chief Manager STATE OF COUNTY OF This instrument was acknowledged before me this company, on behalf of the company. Signature Printed Name Notary Public, County, My Commission Expires: SURVEYORS CERTIFICATE day of 20 , by , Chief Manager of Ocello, LLC, a Minnesota limited liability I Dennis B. Olmstead 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 wetlands, 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 Dennis B. Olmstead, Licensed Land Surveyor Minnesota License No. 18425 STATE OF MINNESOTA COUNTY OF HENNEPIN The foregoing surveyor's certificate was acknowledged before me this Signature Printed Name Notary Public, County, My Commission Expires: day of , 20 , by Dennis B. Olmstead, Land Surveyor, Minnesota License No. 18425. CITY OF MONTICELLO PLANNING COMMISSION Be it known that at a meeting held on this GROVELAND 5TH ADDITION. Chairperson day of Secretary CITY COUNCIL, CITY OF MONTICELLO, MINNESOTA ,20 , the Planning Commission of the City of Monticello, Minnesota, did hereby review and approve this plat of This plat of GROVELAND 5TH ADDITION was approved and accepted by the City Council of the City of Monticello, Minnesota at a regular meeting thereof held this 20 , and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. Mayor Clerk 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 Wright County Surveyor WRIGHT COUNTY AUDITOR/TREASURER Pursuant to Minnesota Statutes, Section 505.21, Subd. 9, taxes payable for the year 20 there are no delinquent taxes and transfer entered this day of By: Wright County Auditor/Treasurer Deputy WRIGHT COUNTY RECORDER day of 120 on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, ,20 I hereby certify that this instrument was filed in the office of the County Recorder for record on this Cabinet No. , Sleeve , as Document No. Wright County Recorder day of 20 , at o'clock M. and was duly recorded in i'l ALLIANT ENGINEERING SHEET / OF 2 SHEETS tiH(JV L -ANI-) h I H ALJLJI Fl(JN F,F F\ R=706.75 \ L =183.70 F F A F F--0=14°53'33" < < I i \ I I I N. C. Brg = N88°36'49"W _ _ N. LINE OF VACA TED - C. -183.19 9 �T CHELSEA ROAD WEST �� 1 oT 5G� 101JTHFASTFRI Y ANn FASTFRI Y I /NF — 1/2 OF narked as !t shown. by 10938 ♦7CLr1Imm IVB 1 IL1, P[Lv L=JU.UI NOT TO SCALE 0 50 100 150 0=4017'53"---- ONE INCH EQUALS FIFTY FEET C.Brg=S700 5635� I IE C. = 30.00 14L ALLIANT ENGINEERING SHEET 2 OF 2 SHEETS M 0 i c� z rK w w z E� �z CC)w L-ni 00 0 o � N W Ln> �Fy SITE DEVELOPMENT PLANS MONTICELLO RV LOT 1, BLOCK 1 - GROVELAND FIFTH ADDITION IN THE CITY OF MONTICELLO GOVERNING SPECIFICATIONS THE 2018 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" SHALL GOVERN. THE 2013 EDITION OF THE CITY ENGINEER'S ASSOCIATION OF MINNESOTA "STANDARD SPECIFICATIONS" SHALL GOVERN FOR SANITARY SEWER AND WATERMAIN WORK. ALL FEDERAL, STATE AND LOCAL LAWS, REGULATIONS, AND ORDINANCES SHALL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE LATEST EDITION OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, INCLUDING THE LATEST FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. SHEET INDEX THIS PLAN CONTAINS 10 SHEETS SHEET NO. DESCRIPTION C1 TITLE SHEET C2 CONSTRUCTION NOTES, PROJECT LEGEND AND DETAILS C3—05 DETAI LS C6 EXISTING TOPOGRAPHY AND REMOVALS PLAN C7 GRADING, DRAINAGE AND EROSION CONTROL PLAN F� C8 UTILITY AND PAVING PLAN -V C9 SITE PLAN L1 LANDSCAPE PLAN XF -Hakanson ,,,Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." L;1-1 �1 4 44S�,� Um .t "i VI I I VI IYIVI1 11%—f I 9 WRIGHT COUNTY, MINNESOTA 1 . A BRIDGE ABUTMENT BENCHMARK DISK LOCATED 1.2 MILES WEST OF MONTICELLO, IN THE SOUTHEAST ABUTMENT OF COUNTY ROAD BRIDGE 86802 OVER INTERSTATE HIGHWAY 94, 1.1 MILES NORTHWEST ALONG INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 25 IN MONTICELLO, AT INTERSTATE HIGHWAY MILEPOINT 192.3, 25.5 FEET SOUTH OF COUNTY ROAD 39, 1.0 FOOT SOUTH OF 8680 BH. I ELEV=952.94 (NGVD29) I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional En,jineer under the laws of the State of Minnesota. 23461 DATE 11/29/18 CRAIG J. J CHeERSON P. E. LIC. NO. HAKANSON N DESIGN ENGINEER DATE REVISION 1/23/19 PLAN REVISIONS PER CITY REVIEW 3/18/19 PLAN REVISIONS PER CITY REVIEW SHEET C1 OF C9 SHEETS 3395.09 GENERAL CONSTRUCTION AND SOILS NOTES: 1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2018 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION". 2. UNLESS OTHERWISE RECOMMENDED IN THESE PLANS, THE GRADING SUBGRADE SHALL BE CONSTRUCTED OF SUITABLE GRADING MATERIAL. THE FILL SHALL BE PLACED IN 8" TO 10" LOOSE LIFTS, AND COMPACTED TO 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. 3. SUITABLE GRADING MATERIAL FOR THIS PROJECT SHALL CONSIST OF ALL SOILS ENCOUNTERED WITH THE EXCEPTION OF TOPSOIL, SILT, DEBRIS, ORGANIC MATERIAL AND OTHER UNSTABLE MATERIAL. 4. CONTRACTOR SHALL REVIEW THE GEOTECHNICAL EXPLORATION AND ENGINEERING REVIEW REPORT FOR ADDITIONAL SITE PREPARATION REQUIREMENTS. 5. PROVIDE A SAW CUT WHEN PLACING NEW PAVEMENT ADJACENT TO INPLACE PAVEMENT AND AT TERMINI OF CONSTRUCTION TO ENSURE A UNIFORM JOINT. 6. BITUMINOUS AND CONCRETE ITEMS DISTURBED BY CONSTRUCTION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF IN ACCORDANCE WITH MN/DOT SPEC. 2104. 7. USE TACK COAT BETWEEN ALL BITUMINOUS MIXTURES. THE BITUMINOUS TACK COAT MATERIAL SHALL BE APPLIED AT A UNIFORM RATE OF 0.04 GAL/SY TO 0.06 GAL/SY BETWEEN BITUMINOUS LAYERS. THE APPLICATION RATES ARE FOR UNDILUTED EMULSIONS. 8. PERFORMANCE GRADED (PG) ASPHALT BINDER PG 58S-28, SPEC. 3151, SHALL BE USED FOR ALL BITUMINOUS MIXES ON THIS PROJECT. SPECIFIC PG GRADES SHALL BE LISTED AT THE END OF THE MIX DESIGNATION NUMBER SHOWN ON THE TYPICAL SECTION. 9. THE BITUMINOUS MIXTURES SHALL MEET THE REQUIREMENTS OF SPECIFICATIONS 2360 AND 3139. 10. ALL DISTURBED AREAS SHALL BE RESTORED WITH 4" OF TOPSOIL AND EITHER SEED OR SOD. SEE LANDSCAPE PLAN FOR ADDITIONAL REQUIREMENTS. 11. ALL CONSTRUCTION SHALL CONFORM TO THE CITY'S GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION, DATED APRIL 2017, LOCATED ON THE CITY'S WEBSITE, ENGINEERING DEPARTMENT. GENERAL EROSION CONTROL NOTES: 1. EROSION CONTROL SHALL CONFORM TO THE MN/DOT EROSION CONTROL HANDBOOK. 2. PRIOR TO ANY CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL ACQUIRE THE MPCA NPDES CONSTRUCTION STORMWATER GENERAL PERMIT. 3. THE CONTRACTOR SHALL INSTALL EROSION AND SEDIMENT CONTROL FACILITIES (BMP'S) PRIOR TO GRADING AND REMOVAL ACTIVITIES. BMP'S SHALL BE MAINTAINED FOR THE DURATION OF CONSTRUCTION ACTIVITIES AND POTENTIAL FOR EROSION HAS PASSED. 4. THE CONTRACTOR SHALL SCHEDULE HIS OPERATION TO MINIMIZE THE AMOUNT OF DISTURBED AREA AT ANY GIVEN TIME. 5. BMP'S SHALL BE INSPECTED DAILY BY THE CONTRACTOR. OBSERVATIONS SHALL BE RECORDED IN THE INSPECTION LOG. 6. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROPERLY DISPOSED OF WITHIN THIRTY (30) DAYS AFTER FINAL SITE STABILIZATION. 7. THE CONTRACTOR SHALL FILE A NOTICE OF TERMINATION WITH THE MPCA AFTER FINAL STABILIZATION HAS BEEN APPROVED. EXISTING HYDRANT �955 PROPOSED CONTOUR J > PROPOSED SANITARY SEWER a >> PROPOSED STORM SEWER o I PROPOSED WATERMAIN HE PROPOSED CATCH BASIN o QQ PROPOSED STORM SEWER MANHOLE PROPOSED SANITARY SEWER MANHOLE C V PROPOSED HYDRANT 71 w BMX APPROXIMATE SOIL BORING LOCATION w z �-� DETAIL NUMBER Ez (P--W�SHEET o111 ma-, NUMBER � O 0-) DATE REVISION o1 /23/19 PLAN REVISIONS PER CITY REVIEW N Lj 3/18/19 PLAN REVISIONS PER CITY REVIEW Q w C� 1.5" TYPE SP 9.5 WEARING COURSE MIXTURE (SPWEA240B) �i��BITUMINOUS MATERIAL FOR TACK COAT ' 2 TYPE SP 12.5 NON WEARING COURSE MIXTURE (SPNWB240B) 8" CLASS 5 AGGREGATE BASE _-' APPROVED SUBGRAGE BITUMINOUS PAVEMENT SECTION C2 NO SCALE 72" DIA, MANHOLE \ �9 V 72" DIA. s _ CONCRETE 953.69 WEIR F1 21" RCP 0 - OUTLET PIPE 952.40 949.49 MAINTENANCE PLUG. PLAIN END BY FLANGE WITH BLIND FLANGE 6" DIP. POST LENGTH, 5 FT. MIN. AT 6 FT. MAX. SPACING PLASTIC ZIP TIES ' (50LB TENSILE) LOCATED IN TOP 8" DIRECTION OF ®-GEOTEXTILE FABRIC, 36" WIDTH RUNOFF FLOW Ld zz 0 oM w cV V) 0 a_ 24" PVC TO CB/MH #3 AND INFILTRATION TRENCH - - - 952.73 SECTION A -A 4 CONCRETE WEIR DETAIL-STM/MH #9 C2 NO SCALE I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that am a duly Licensed Professionyl Engineer under the laws of the State of MirAesota.f ll- I;HUM Date 11 /29/18 Lic. No. 23461 DESIGNED BY: TAE DRAWN BY: TAE CHECKED BY: CJJ MACHINE SLICE 8'9-1299 DEPTH STANDARD MACHINE SLICED 2 SILT FENCE DETAILS C2 TO PROTECT AREAS FROM SHEET FLOW (SEE SPEC. 3886) Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson-anderson.com s 1" CHAMFER FINISHED 2%� GRADE" - ° ° ° ° d d 6$$ ° d d ° d ° ° ° r ° PARKING LOT °6" d PAVEMENT SECTION 6" VARIES TOOLED JOINT @ 5'-0" 4" CONCRETE OC MAX UNLESS NOTED OTHERWISE 3/4" 3/8„ r d" d ° 1/8"R d �� COMPACTED SUBGRADE 4" GRANULAR BASE SIDEWALK NOTES: 1. PROVIDE EXPANSION JOINT A MAXIMUM OF EVERY 30' OC. THICKENED EDGE CONCRETE OC23 SIDEWALK SECTION R-1733 CASTING RIM=958.14 TOP OF WEIR ELEV=953.00 0 SECTION A -A 5 C2 R-3246 CASTING FL=956.41 84" DIA. MANHOLE 24" RCP TO - - - -951.99 953.00 CB/MH #1B AND INFILTRATION BASIN s ---- - - m 951.90 MONTICELLO RV LOT 1, BLOCK 1-GROVELAND FIFTH ADDITION 6" CONCRETE WEIR 947.30 CB/MH #2 DETAIL NO SCALE r SECTION B -B R-1733 CASTING RIM=956.94 L 955.07 21" RCP OUTLET PIPE MAINTENANCE PLUG. PLAIN END BY FLANGE WITH BLIND FLANGE 6" DIP. CONSTRUCTION NOTES, PROJECT LEGEND AND DETAILS CITY OF MONTICELLO, MINNESOTA SHEET C2 C9 SHEETS 3395.09 LEGEND - RIGHT-OF-WAY LINE PROPERTY LINE EASEMENT LINE - - -955- - - EXISTING CONTOUR > EXISTING SANITARY SEWER >> >> EXISTING STORM SEWER EXISTING WATERMAIN P -BUR BURIED ELECTRIC LINE FO -BUR BURIED FIBER OPTIC CABLE x x x EXISTING FENCE EXISTING CONCRETE CURB AND GUTTER EXISTING CATCH BASIN O EXISTING STORM SEWER MANHOLE O EXISTING SANITARY SEWER MANHOLE EXISTING WATERMAIN VALVE EXISTING HYDRANT �955 PROPOSED CONTOUR J > PROPOSED SANITARY SEWER a >> PROPOSED STORM SEWER o I PROPOSED WATERMAIN HE PROPOSED CATCH BASIN o QQ PROPOSED STORM SEWER MANHOLE PROPOSED SANITARY SEWER MANHOLE C V PROPOSED HYDRANT 71 w BMX APPROXIMATE SOIL BORING LOCATION w z �-� DETAIL NUMBER Ez (P--W�SHEET o111 ma-, NUMBER � O 0-) DATE REVISION o1 /23/19 PLAN REVISIONS PER CITY REVIEW N Lj 3/18/19 PLAN REVISIONS PER CITY REVIEW Q w C� 1.5" TYPE SP 9.5 WEARING COURSE MIXTURE (SPWEA240B) �i��BITUMINOUS MATERIAL FOR TACK COAT ' 2 TYPE SP 12.5 NON WEARING COURSE MIXTURE (SPNWB240B) 8" CLASS 5 AGGREGATE BASE _-' APPROVED SUBGRAGE BITUMINOUS PAVEMENT SECTION C2 NO SCALE 72" DIA, MANHOLE \ �9 V 72" DIA. s _ CONCRETE 953.69 WEIR F1 21" RCP 0 - OUTLET PIPE 952.40 949.49 MAINTENANCE PLUG. PLAIN END BY FLANGE WITH BLIND FLANGE 6" DIP. POST LENGTH, 5 FT. MIN. AT 6 FT. MAX. SPACING PLASTIC ZIP TIES ' (50LB TENSILE) LOCATED IN TOP 8" DIRECTION OF ®-GEOTEXTILE FABRIC, 36" WIDTH RUNOFF FLOW Ld zz 0 oM w cV V) 0 a_ 24" PVC TO CB/MH #3 AND INFILTRATION TRENCH - - - 952.73 SECTION A -A 4 CONCRETE WEIR DETAIL-STM/MH #9 C2 NO SCALE I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that am a duly Licensed Professionyl Engineer under the laws of the State of MirAesota.f ll- I;HUM Date 11 /29/18 Lic. No. 23461 DESIGNED BY: TAE DRAWN BY: TAE CHECKED BY: CJJ MACHINE SLICE 8'9-1299 DEPTH STANDARD MACHINE SLICED 2 SILT FENCE DETAILS C2 TO PROTECT AREAS FROM SHEET FLOW (SEE SPEC. 3886) Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson-anderson.com s 1" CHAMFER FINISHED 2%� GRADE" - ° ° ° ° d d 6$$ ° d d ° d ° ° ° r ° PARKING LOT °6" d PAVEMENT SECTION 6" VARIES TOOLED JOINT @ 5'-0" 4" CONCRETE OC MAX UNLESS NOTED OTHERWISE 3/4" 3/8„ r d" d ° 1/8"R d �� COMPACTED SUBGRADE 4" GRANULAR BASE SIDEWALK NOTES: 1. PROVIDE EXPANSION JOINT A MAXIMUM OF EVERY 30' OC. THICKENED EDGE CONCRETE OC23 SIDEWALK SECTION R-1733 CASTING RIM=958.14 TOP OF WEIR ELEV=953.00 0 SECTION A -A 5 C2 R-3246 CASTING FL=956.41 84" DIA. MANHOLE 24" RCP TO - - - -951.99 953.00 CB/MH #1B AND INFILTRATION BASIN s ---- - - m 951.90 MONTICELLO RV LOT 1, BLOCK 1-GROVELAND FIFTH ADDITION 6" CONCRETE WEIR 947.30 CB/MH #2 DETAIL NO SCALE r SECTION B -B R-1733 CASTING RIM=956.94 L 955.07 21" RCP OUTLET PIPE MAINTENANCE PLUG. PLAIN END BY FLANGE WITH BLIND FLANGE 6" DIP. CONSTRUCTION NOTES, PROJECT LEGEND AND DETAILS CITY OF MONTICELLO, MINNESOTA SHEET C2 C9 SHEETS 3395.09 1 1'- 0" OR 5' IN BACK OF CURB 1Z CASTING 4" OR 6" VERTICAL WYE (PVC) 1. THRUST BLOCKING TO BE USED FOR BEND 22 1/2' IIF CONCRETE WALK OR specification, or WATER TIGHT GASKET OR CEMENTED PLUG PIPE SIZE BITUMINOUS PATH ARE 2. THRUST BLOCKING SHALL ONLY BE USED WHERE 1 I tPVC HYDRAFINDER PRESENT i� 12.0 SQ FT FLAG \ MODEL 67 J 1. PAYMENT FOR 6" RISER PIPE, 6" VERTICAL WYE 45' BEND AND PLUG WILL BE PAID FOR AT UNIT PRICE BID PER EACH. 2. CLEAN -OUTS REQUIRED AT 70' INTERVALS FROM \\ HYDRANT HYDRANT 4. POURED CONCRETE THRUST BLOCKING z — 8" CAST -IN-PLACE W YELLOW OUT OF ORDER TAG 0 OR BOTTOM OF THIS SECTION). CAST -IN-PLACE w TO BE INSTALLED ON PUMPER CONN. CONCRETE OR MASONRY CONSTRUCTION (BRICK OR BLOCK) ALLOWED ONLY IF APPROVED SHALL BE RESTAINED USING TIE RODS :; AFTER BACK -FILL �0 CL CONCRETE DOGHOUSE REQUIRED ON BREAKOFF FLANGE EXISTING OR FUTURE STREET CURB OR GUTTER LINE w 1" TO 2" MAXIMUM AND PIPE CONNECTION 2 Q a 0 ABOVE BURY LINE (FINISHED GRADE) FINISHED GRADE a VALVE BOX AS WATERMAIN r v_ Q M SPECIFIED o_ m I -Fl" TO 2" STRUCTURES i l Z �� 2 LAYERS OF w 2'- 6" AS REQUIRED 10' POLY (4 mil) v z TYPICAL 3' DIAMETER BY 3' DEEP PIT-- w z z UNDER HYDRANT FILLED WITH A MINIMUM OF 1 C.Y. OF 1 1-1/2" CLEAR STONE r+1 I = r � 0 MEGALUG THRUST MEGALUG BLOCKING BEH ND HYDRANT PRECAST CONCRETE BASE AS SPECIFIED (15"x 15"x 4") Standard Plate Library City of Monticello USE 4" OR 6" CISP PLUG AND CAP, TOP TO BE 1/2 " BELOW FINISHED GRADE VARIES 10' TO 20' 1/4 STEEL VALVE BOX ADAPTOR WITH PROTECTIVE COATING AS MANUFACTURED BY ADAPTOR INC. OR APPROVED EQUAL MEGALUG ' GATE VALVE TEE BLOCKING THRUST BELOW GATE BLOCKING VALVE BEHIND TEE Title: Typical Hydrant Installation Date: 03-05 Plate No. Revised: 03-17 2001 --TIES REQUIRED TO CLEAN OUTS FINISHED GRADE C 7 \6" PVC RISER FOR NON-RESIDENTIAL 4" PVC RSER FOR RESIDENTIAL O Ln 0) rq CD z Standard Plate Library z Cit E 0 of Monticello n 2 w r6 O Ln 0-) DATE REVISION o 1 /23/19 PLAN REVISIONS PER CITY REVIEW N 3/18/19 PLAN REVISIONS PER CITY REVIEW _Q > �n� �n Title: Sanitary Clean -Out Date: 03-05 Revised: 03-15 Plate No. 3006 M EGAL UG MEGALUG WRAP PLUG WITH 4 MIL. POLY ✓�lY ,r�Y PLUG TEE AND BEND BEND PLUG NOTES: 1Z CASTING 4" OR 6" VERTICAL WYE (PVC) 1. THRUST BLOCKING TO BE USED FOR BEND 22 1/2' 1/8 BENDS 1 CONCRETE ENCASEMENT \\ 12" ALL AROUND (INCIDENTAL) specification, or WATER TIGHT GASKET OR CEMENTED PLUG PIPE SIZE \ 4 2. THRUST BLOCKING SHALL ONLY BE USED WHERE 1 I tPVC 4.0 SQ FT 6.0 SQ FT HORIZONTAL WYE (PVC) THRUST BLOCKING FOR CLEANING EQUIPMENT i� 12.0 SQ FT 3. THRUST BLOCKS BEARING AREA TO BE POURED ( 16" J 1. PAYMENT FOR 6" RISER PIPE, 6" VERTICAL WYE 45' BEND AND PLUG WILL BE PAID FOR AT UNIT PRICE BID PER EACH. 2. CLEAN -OUTS REQUIRED AT 70' INTERVALS FROM Q MAIN SEWER LINE. 4. POURED CONCRETE THRUST BLOCKING z — 8" CAST -IN-PLACE W SHALL BE USED FOR 12" OR LARGER DIAMETER WATERMAIN 0 OR BOTTOM OF THIS SECTION). CAST -IN-PLACE O Ln 0) rq CD z Standard Plate Library z Cit E 0 of Monticello n 2 w r6 O Ln 0-) DATE REVISION o 1 /23/19 PLAN REVISIONS PER CITY REVIEW N 3/18/19 PLAN REVISIONS PER CITY REVIEW _Q > �n� �n Title: Sanitary Clean -Out Date: 03-05 Revised: 03-15 Plate No. 3006 M EGAL UG MEGALUG WRAP PLUG WITH 4 MIL. POLY ✓�lY ,r�Y PLUG TEE AND BEND BEND PLUG NOTES: 1Z CASTING ADJUSTING RINGS 4" MIN - 12" MAX 1. THRUST BLOCKING TO BE USED FOR BEND 22 1/2' COVER specification, or AND OVER. PIPE SIZE BEARING AREA 2. THRUST BLOCKING SHALL ONLY BE USED WHERE 1 I 6" 8" 4.0 SQ FT 6.0 SQ FT WORKING PRESSURES ARE LESS THAN 150 PSI. 1 10" - 12" 12.0 SQ FT 3. THRUST BLOCKS BEARING AREA TO BE POURED ( 16" 20.0 SQ FT AGAINST UNDISTURBED SOIL. TAE ASTM C 478 CONCRETE PIPE, SEE MnDOT STANDARD 4. POURED CONCRETE THRUST BLOCKING z — 8" CAST -IN-PLACE = PLATE 3000 (NO TONGUE OR GROOVE AT TOP �\ SHALL BE USED FOR 12" OR LARGER DIAMETER WATERMAIN m © CONCRETE OR BOTTOM OF THIS SECTION). CAST -IN-PLACE 4. ALL PIPE JOINTS WITHIN 10 FT. OF A BEND N 4' TO 10' CONCRETE OR MASONRY CONSTRUCTION (BRICK OR BLOCK) ALLOWED ONLY IF APPROVED SHALL BE RESTAINED USING TIE RODS :; BY ENGINEER Standard Plate Library City of Monticello Title: Blocking for watermain Date: 03-05 Plate No. Revised: 03-17 2002 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. Standard Plate Library City of Monticello 1Z CASTING ADJUSTING RINGS 4" MIN - 12" MAX STANDARD FRAME & COVER specification, or INSTALL INFRA SHIELD (OR APPROVED EQUAL) EXTERNAL CHIMNEY SEAL DESIGNED BY: � ROADWAY SURFACE direct supervision al Engineer under and that I the laws SEE MnDOT STANDARD PLATE 4020 of the State of M' nesotc FOR COVER REQUIREMENTS DRAWN BY: — WALL CONSTRUCTION SHALL BE CLASS II PRECAST PIPE, EXCEPT 48" DIA MAY BE 8 TAE ASTM C 478 CONCRETE PIPE, SEE MnDOT STANDARD zo z — 8" CAST -IN-PLACE = PLATE 3000 (NO TONGUE OR GROOVE AT TOP �\ o m © CONCRETE OR BOTTOM OF THIS SECTION). CAST -IN-PLACE c~i o o N 4' TO 10' CONCRETE OR MASONRY CONSTRUCTION (BRICK OR BLOCK) ALLOWED ONLY IF APPROVED Z o z :; BY ENGINEER �0 CONCRETE DOGHOUSE REQUIRED ON OUTSIDE AND INSIDE OF STRUCTURE z 0 AND PIPE CONNECTION 2 Q Ld 2 Y r v_ Q M o_ m I 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. Standard Plate Library City of Monticello 8" MANHOLE " MANHOLE OR PLASTERED OR CATCH EXTERIOR CATCH ; BASIN BASIN DIA;'. DIA SEWER BRICK (MnDOT SPEC 3616) BLOCK MASONRY CONSTRUCTION Title: Standard Manhole for Storm Sewer Date: 03-05 Plate No. Revised: 03 —17 4001 MEGALUG WATERA 8'x 12' INSULATION AT PIPE CROSSING 8'X 20' INSULATION \ FOR BOX SEE PLATE 2006 FOR DETAILS 1uu: ALL PIPE JOINTS WITHIN 1 D' OF A BEND SHALL BE RESTRAINED USING TIE RODS. PROPOSED STORM SEWER 45�' $" MEGALUG i 12" \\ 20' Title: Standard Plate Library City of Monticello CHIMNEY SEALS (INTERNAL OR EXTERNAL) "CRETEX OR APPROVED EQUAL" / STANDARD MANHOLE FRAME AND COVER GROUTING BETWEEN PIPE AND - MANHOLE BARREL SHALL BE WITH NON -SHRINKING CEMENT _ ALL MANHOLES WITH \ INSIDE DROP SECTION c `ADJUSTING RINGS SHALL BE 5' DIA (I.D.) 27MIN 4" -MAX 12" �. " DIA o I 8"j MANHOLE c MANHOLE .SECTION TO BE ASTM C-478 CLASS II `t CIRCULAR REINF c' LATEST REVISION _ Ai a 48" DIA USE R-2 JOINT FOR ti ALL MANHOLE JOINTS ti m MEGALUG STEPS AT 16" OC� 8" 8" "CRE-SEAL","RESEAL", OR APPROVED EQUAL o PRECAST GASKET CONNECTION SHALL BE USED RIES FOR CONNECTION PIPE TO MANHOLE m VARIABLE MAX. 24" �2 L 6" MIN PRECAST BOTTOM SECTION WITH INVERT #5 AT 12" OC EACH WAY watermain Offset Date: 03-05 Plate No. Revised: 03-17 2005 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 W 7 coo SIPE A 35-1/4" 43" �- 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 I I *15" 1 24" I 9" CONCRETE DOGHOUSE REQUIRED ON OUTSIDE AND INSIDE OF STRUCTURE *48"(TYP) AND PIPE CONNECTION *DIMENSION VARIES BASED ON STRUCTURE DIAMETER JRCP PIPE STANDARD MANHOLE FOR SANITARY SEWER NO SCALE NOTES: 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. 0 IF DROP IS GREATER THAN 24" INCHES, USE OUTSIDE DROP. Standard Plate Library City of Monticello PROPOSED GRADE 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 C3 ECCENTRIC TOP SLAB WITH A 27" ROUND OPENING. THE CASTING SHALL BE NEENAH R -3508-A2. Standard Plate Library City of Monticello Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com Title: Catch Basin Manhole Date: 03-05 Plate No. Revised: 03-17®®3 MONTICELLO RV LOT 1, BLOCK 1—GROVELAND FIFTH ADDITION Title: Standard Sanitary Manhole Date: 03-05 Plate No. Revised: 03-15 3001 1� NEENAH R-1975 1 s CASTING OR APPROVED EQUAL 7" L I ~� SET CASTING ON CONCRETE BLOCKS 6" PVC \ RISER CLEANOUT CASTING NO SCALE DETAILS SHEET C3 CITY OF MONTICELLO, MINNESOTA C9 SHEETS 3395.09 I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my am a duly License Professio direct supervision al Engineer under and that I the laws TAE of the State of M' nesotc DRAWN BY: It •_CFU(;HUM TAE CHECKED BY: Date 11/29/18 Lic. No. 23461 CJJ 8" MANHOLE " MANHOLE OR PLASTERED OR CATCH EXTERIOR CATCH ; BASIN BASIN DIA;'. DIA SEWER BRICK (MnDOT SPEC 3616) BLOCK MASONRY CONSTRUCTION Title: Standard Manhole for Storm Sewer Date: 03-05 Plate No. Revised: 03 —17 4001 MEGALUG WATERA 8'x 12' INSULATION AT PIPE CROSSING 8'X 20' INSULATION \ FOR BOX SEE PLATE 2006 FOR DETAILS 1uu: ALL PIPE JOINTS WITHIN 1 D' OF A BEND SHALL BE RESTRAINED USING TIE RODS. PROPOSED STORM SEWER 45�' $" MEGALUG i 12" \\ 20' Title: Standard Plate Library City of Monticello CHIMNEY SEALS (INTERNAL OR EXTERNAL) "CRETEX OR APPROVED EQUAL" / STANDARD MANHOLE FRAME AND COVER GROUTING BETWEEN PIPE AND - MANHOLE BARREL SHALL BE WITH NON -SHRINKING CEMENT _ ALL MANHOLES WITH \ INSIDE DROP SECTION c `ADJUSTING RINGS SHALL BE 5' DIA (I.D.) 27MIN 4" -MAX 12" �. " DIA o I 8"j MANHOLE c MANHOLE .SECTION TO BE ASTM C-478 CLASS II `t CIRCULAR REINF c' LATEST REVISION _ Ai a 48" DIA USE R-2 JOINT FOR ti ALL MANHOLE JOINTS ti m MEGALUG STEPS AT 16" OC� 8" 8" "CRE-SEAL","RESEAL", OR APPROVED EQUAL o PRECAST GASKET CONNECTION SHALL BE USED RIES FOR CONNECTION PIPE TO MANHOLE m VARIABLE MAX. 24" �2 L 6" MIN PRECAST BOTTOM SECTION WITH INVERT #5 AT 12" OC EACH WAY watermain Offset Date: 03-05 Plate No. Revised: 03-17 2005 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 W 7 coo SIPE A 35-1/4" 43" �- 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 I I *15" 1 24" I 9" CONCRETE DOGHOUSE REQUIRED ON OUTSIDE AND INSIDE OF STRUCTURE *48"(TYP) AND PIPE CONNECTION *DIMENSION VARIES BASED ON STRUCTURE DIAMETER JRCP PIPE STANDARD MANHOLE FOR SANITARY SEWER NO SCALE NOTES: 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. 0 IF DROP IS GREATER THAN 24" INCHES, USE OUTSIDE DROP. Standard Plate Library City of Monticello PROPOSED GRADE 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 C3 ECCENTRIC TOP SLAB WITH A 27" ROUND OPENING. THE CASTING SHALL BE NEENAH R -3508-A2. Standard Plate Library City of Monticello Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com Title: Catch Basin Manhole Date: 03-05 Plate No. Revised: 03-17®®3 MONTICELLO RV LOT 1, BLOCK 1—GROVELAND FIFTH ADDITION Title: Standard Sanitary Manhole Date: 03-05 Plate No. Revised: 03-15 3001 1� NEENAH R-1975 1 s CASTING OR APPROVED EQUAL 7" L I ~� SET CASTING ON CONCRETE BLOCKS 6" PVC \ RISER CLEANOUT CASTING NO SCALE DETAILS SHEET C3 CITY OF MONTICELLO, MINNESOTA C9 SHEETS 3395.09 TIE LAST 3 JOINTS ON INLET AND OUTLET 5/8" TIE FOR PIPES 12" TO 27- 3/4' TIE FOR PIPES 30" TO 56- I* 6"1" TIE FOR PIPES OVER 30" NOTE: THIS DRAWING IS TYPICAL FOR ALL FLARED END SECTIONS 24" OR LARGER SHEET PILING AS SHOWN SHALL BE CONSIDERED INCIDENTAL TO FLARED END. NUTS AND BOLTS ON TRASH GUARD MUST REMAIN EXPOSED. I r12' 4000 PSI CONCRETE 2 0 (TYP) (3) 1 1/4 " HOLES USE (3) 1" BOLTS AND TIE TO CONCRETE ABUTMENT - qjf jrr j1II ' \ SHEET PILING o 4 REBAR EACH FACE INTERLOCK � , u / ,• 10 GAUGE MINIMUM ��s;• ro ti IIS ....: OUTSIDE. WIDTH' •OF `END,:... ,...,. I SECTION PLUS 4'- 0" PROVIDE OPENING WHEN POURING CONCRETE TO ATTACH TRASH GUARD ELEVATION Standard Plate Library City of Monticello EXISTING —12' MIN PAVED ROADWAY Title: Piling for Flared End Section Date: 03-05 Plate No. Revised: 03-17 4008 �` O O a 2TION MATS, WOVEN■TRM - 50' MIS' DISTURBED AREA, CONSTRUCTION SITE, STABILIZED STORAGE AREA OR STAGING AREA END OVERLAP 119' MIN .,., SIDE OVERLAP TRM END OVERLAP WITH SPIKES OR STAKES STRAP ....................... CONNECTORS CONSTRUCTION MAT END OVERLAP INTERLOCK WITH STRAP CONNECTORS END OVERLAP\ D D o o a 1 o i 0 a tl n D D it D 'I O S 0 n J U � F v Q QO O O D it O 1 O C D O PAD AREA (ANY SIZE) O Ln Iq CD z Standard Plate Library City of Monticello E 0 `\ O Ln 0-) -' ,'- DATE REVISION o / 1/23/19 PLAN REVISIONS PER CITY REVIEW N 3/18/19 PLAN REVISIONS PER CITY REVIEW _Q > n 1] SIDE /OVERLAP Ld- J H O a OL 0 Of 4� o N M W W2 Q �a Q o o z ? o� U re W LW V1 0 W 993 z cn 7- o Ir Joy 1 LIJ o7 -5,Q o� `¢_� a w nam ( 0 s 4 ir ee o N �Cr Wr1�M 01h 00 In mtD WaGp�l001Q� [V iL��01m M00 W Na0 t0W o0Na010 • WJ]N NM 0 6W OM 61b.- 4C, 6 0 � � W � J7N�10 to OM � �� If50/0f Al y� O (-ice yin D C -iv ��r�N MMNl�Ip 0 0 SII z (n II in L pp In _ �¢m M¢NO Ngqqq DR" Cqq Cq U] �i1 }MN O�0 a0Y�D Nub lDYap00 ria rirof rir�rW Wri0tN Iri0nN W Mo0Mai N 0a U r ��NN 17 In �.O h � N0e [Oh1�01T z W V) Jir �� W �Mh Nnl u1� Om N� OfmN h017 J �� W+~NIn Dim NOI W O� ��mmib (h V) J o1 W Z j=�� NN N)� nw0:2] �2 mt h 01 Z) M W Z �]NM7 �.O aG r �w WW M Ld j �N in liV �� N N C3rW �N p� �� r �� NN CQ +n M Y z CD aOL II 1 Ir U U� OWN* 0M MNor1,0 ta0 O UO � � YdraM MhmolNM-0M N`" Cd m NM X117 m O1Mf00 MIhN hm � � O1M 1001 M Ihm NNOiMOi �0a V) � a v1 LL 0 O U W V — — —NNMu7Inlnhap d O Q +. x +. z a W o 07 — J d w H 0] Q � �aOU M?01� X10 LO�O�ILI 1(1 i00m � � 1100 r�GOMO1 i0Nu00iQ 1DN d' M OW rr � DL _O3 h C �Vrr �N NM *Nmm W rM If]N N —OD R G �V�N �I(I 1Dm W r10 NN NMM OUB' � Tin II U �� ¢ N, � �� LO �M _F ...10.0,. O"0M e0OO �OI11 � U� li�� Tu0 CO�O10 IIT q n-tuJO n"i� �J �W0. �NNr•i�ui to ��ri [O. OOMf` �O;(] W a ]rih ��ri ro nOMN MSO, r•O W— p .U.. NNM p v NM Y n]n Q Q o w O d % m N L*Y N h "�] V a W) W� n W OQI IL d 0 a Y N h I(7 IN w n W O'� cN,I r�i �W �� Title: Standard Plate Library Riprap Detail City of Monticello Date: 03-05 Plate No. Revised: 4009 03-15 G" TO 7" DIA. ROLL ENCLOSED IN J PLASTIC OR POLYESTER NETTING TYPE 2i 13IOROLL_ DITCH CHECK USE ON ROUGH GRADER AREAS 1° X 2" X ID" LONG WOODEN STAKES AT 1' 0" SPACING MAXIMUM. STAKES SHALL BE DRIVEN THROUGH THE BACK HALE OF THE BIOROLL AT AN ANGLE OF 45 DEGREES WITH THE TOP OF THE STAKE POINTING UPSTREAM. gIOROLL PROVIDE 8" TO 10" OF EMBEDMENT DEPTH. 45°f FLOW 7-1 004 8" - 12" EMBEDMENT DEPTH B I OROL_L S T GK I NO DETAIL NOTEI WHEN MORE THAN 1 BIOROLL/COMPOST LOG IS NEEDED, OVERLAP ENDS A MINIMUM OF 6' AND STAKE Title: Mud Mat Entrance Standard Plate Library Date' 06-14 Plate No. City of Monticello Revised•'6 003 06-14 I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my direct supervision and that I TAE am a duly Licens d Profess nal Engineer under the laws of the State ofnneso" DRAWN BY: TAE . J M MHUM M CHECKED BY: Date 11 /29/18 1 Lic. No. 23461 CJJ ENTRENCH A MINIMUM OF 2' CONCRETE TO BE POURED INTEGRALLY WITH CURB Gravel pads) MnDOT Class CA -15 or CA -25 Riprap Bedding . �Geotextile fabric Original "`111 grade - v w CONCRETE CURB AND GUTTER SECTION B -B ° (not to scale) F EXPANSION JOINTS A B 18" . d°a EXPANSION ° EXPANSION JOINTS LA JOINTS PLAN Standard Plate Library City of Monticello Title: Bio Log Staking Straw or Wood Bio Roll Date: 03-08 Plate No. Revised: 03-15 6009 Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 —111 www.hakanson—anderson.com Title: Commercial Driveway Entrance Date: 03-05 Plate No. Revised: 03 —15 5008 MONTICELLO RV LOT 1, BLOCK 1-GROVELAND FIFTH ADDITION (;PnfPvfiIP f( n!I_I_ - -1 _._ �_..,... _ .L_ -1 -1- �1 plates Original Jtl, I HUN A—A grade (not to scale) j'� Sediment Trapping Device NOTES: Channelize runoff to sediment trapping device �1 Ribbed or Corrugated steel plates A �► —)p B 0 v� 0 / v o 0 O U O C _ �� v v v •— 0 o 0 0 W o / v — 0 o 70 o Q v C C] v a / o a o CO`'� /w C� / �1 -n 7F z / o -- B 24' min. x / Slope away from highway 50' min, Match or Right of Way Existing Grade PLAN Title: Commercial Gravel Standard Plate Library Construction Entrance Cit of Monticello City Date: 06-14 Plate No. Revised: 03-15 6002 DETAILS SHEET C4 C9 CITY OF MONTICELLO, MINNESOTA SHEETS 3395.09 B618 CONCRETE CURB AND GUTTER a V A R 1 A B L E a e O 117" MIN. 1/4 " w/T P 7 ER �� 1 �- -3/4 /FT ° a WIDTH VARIES ` _ 5' MIN. SECTION B—B SECTION A—A Standard Plate Library City of Monticello Title: Bio Log Staking Straw or Wood Bio Roll Date: 03-08 Plate No. Revised: 03-15 6009 Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 —111 www.hakanson—anderson.com Title: Commercial Driveway Entrance Date: 03-05 Plate No. Revised: 03 —15 5008 MONTICELLO RV LOT 1, BLOCK 1-GROVELAND FIFTH ADDITION (;PnfPvfiIP f( n!I_I_ - -1 _._ �_..,... _ .L_ -1 -1- �1 plates Original Jtl, I HUN A—A grade (not to scale) j'� Sediment Trapping Device NOTES: Channelize runoff to sediment trapping device �1 Ribbed or Corrugated steel plates A �► —)p B 0 v� 0 / v o 0 O U O C _ �� v v v •— 0 o 0 0 W o / v — 0 o 70 o Q v C C] v a / o a o CO`'� /w C� / �1 -n 7F z / o -- B 24' min. x / Slope away from highway 50' min, Match or Right of Way Existing Grade PLAN Title: Commercial Gravel Standard Plate Library Construction Entrance Cit of Monticello City Date: 06-14 Plate No. Revised: 03-15 6002 DETAILS SHEET C4 C9 CITY OF MONTICELLO, MINNESOTA SHEETS 3395.09 J Q w 0 07 0 Ln M 18" POLYPROPYLENE OR POLYETHYLENE (40 MIL. 1-1/2" WIDE STRAP TYP.) DOUBLE STRAND 14 GA. WIRE - 3' © 120" INTERVAL (TYP.) TREE WRAP TO FIRST BRANCH TURNBUCKLE WITH DOUBLE STRAND 8' STEEL #14 GAUGE WIRE -3 PER TREE STAKE FINAL GRADE OF PLANT TO EQUAL 49 ORIGINAL GRADE 4"-6" LAYER OF SHREDDED HARDWOOD 18" MIN. MULCH IN SAUCER—EXTEND PAST STAKE ((i � } L 2"x2"x30" STAKES SET 120" APART OUTSIDE THE BALL AT MAINTAIN Ah ANGLE -3 PER TREE PEDESTAL OF BACKFILL WITH PLANTING SOIL UNDISTURBED SOIL NOTES: 1. TWO ALTERNATE METHODS OF TREE STAKING ARE SHOWN. 2. IT IS THE CONTRACTOR'S OPTION TO STAKE TREES; HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD. 3. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. 4. CONIFER TO HAVE SHREDDED HARDWOOD MULCH UNLESS OTHERWISE NOTED. 5. NO MULCH TO BE IN CONTACT WITH TRUNK. CONIFEROUS TREE PLANTING DETAIL QC5t 8' STEEL STAKE 24" MIN 18" POLYPROPYLENE OR POLYETHYLENE (40 MIL. 1-1/2" WIDE STRAP TYP.) OUBLE STRAND 14 GA. WIRE -3' ® 120" JTERVAL (TYP.) REE WRAP TO FIRST BRANCH URNBUCKLE WITH DOUBLE STRAND 14 GAUGE WIRE -3 PER TREE "-6" LAYER OF SHREDDED HARDWOOD ULCH IN SAUCER—EXTEND PAST STAKE FINAL GRADE OF PLANT TO EQUAL ORIGINAL GRADE ill/ 1 2"x2"x30" STAKES SET 120" 18" MIN. I APART OUTSIDE THE BALL AT ANGLE -3 PER TREE MAINTAIN PEDESTAL OF UNDISTURBED SOIL BACKFILL WITH PLANTING SOIL NOTES: 1. TWO ALTERNATE METHODS OF TREE STAKING ARE SHOWN. 2. IT IS THE CONTRACTOR'S OPTION TO STAKE TREES: HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD. 3. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. DECIDUOUS TREE PLANTING DETAIL -6" LAYER OF SHREDDED HARDWOOD LCH IN SAUCER—EXTEND PAST STAKE IAL GRADE OF PLANT TO UAL ORIGINAL GRADE BACKFILL WITH PLANTING SOIL MAINTAIN PEDESTAL OF UNDISTURBED SOIL 1L1.11VG OF SHRUB IN BED TO TAKE PRECEDENCE OVER DIMENSION FROM EDGE NOTES: 1. HAND LOOSEN ROOTS OF CONTAINERIZED MATERIAL (TYP.). 2. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. SHRUB PLANTING DETAIL PLANTING DETAILS -94 O FILTER ASSEMBLY POLYESTER SLEEVE )/ MANHOLE COVER ASSEMBLY .d •. \— MANHOLE d v QC52 4:1 MAX. CONTRACTOR SHALL REMOVE ANY ORGANIC SOIL IN INFILTRATION AREA AND REPLACE WITH SIMILAR NATIVE SANDS WITH UNITED SOIL CLASSIFICATION OF SP, SM OR SP -SM. COMPACTION SHALL BE MINIMIZED TO THE MAXIMUM EXTENT PRACTICAL. ISOMETRIC VIEW IN-PLACE ELEVATION VIEW c� z w w 5 STORM DRAIN INLET PROTECTION TYPE 107 z 0 w C5 PRE -CURB rr) / o0 0 Ln 0-) DATE REVISION o / 1/23/19 PLAN REVISIONS PER CITY REVIEW N 3/18/19 PLAN REVISIONS PER CITY REVIEW Ln Q n C / I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licens d Profess nal Engineer under the laws of the State of nneso' wAIt A Date 11/29/18 ' I Lic. No. 23461 DESIGNED BY: TAE DRAWN BY: TAE CHECKED BY: CJJ QC53 VARIES 351 S _ 355 O d A + d d40 d a a a d d d — 6" CONCRETE WALK 6" CLASS 5 AGGREGATE BASE APPROVED SUBGRADE PEDESTRIAN RAMP SECTION N.T.S. TOP OF BASIN=955.6 I1 I I1 i ilk= �I- _ TOP OF EXISTING SOILS —SCARIFY TOP 18" OF SOIL AFTER CONSTRUCTION IS COMPLETE INFILTRATION BASIN ®05© NO SCALE Ds STORM DRAIN INLET PROTECTION TYPE 2 C5 POST -CURB Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson-anderson.com LY COMPACTED SELECT-----_ \\\\\\\\\\\\\\\ GRADING MATERIAL 10\//\//\//\/\\ ELEV = 9 5 4.5 0 A� ��\�✓� � � /�� /�� //� /�1 �� \/�� i COARSE FILTER AGGREGATE (2 18" PERFORATED CORRUGATED POLYETHYLENE PIPE 03 ELEV=952.50 ELEV=952.00 ELEV=950.60 FINAL GRADE s 4' 's 24' �s 24' '! 4' sON- 5 6' IQNFILTRATION TRENCH Crj 4 NO SCALE 2411 PERFORATED PIPE RUOGATED POLYETHYLENE 18" PERFORATED CORRUGATED POLYETHYLENE PIPE (3 ADS GEOSYNTHETIC 0601T NONWOVEN GEOTEXTILE OR APPROVED EQUAL. PLACED ON SIDES AND TOP ONLY. REFERENCE NOTES: 10 SELECT GRADING MATERIAL SHALL BE ON SITE SUITABLE GRADING MATERIAL WITH A UNIFIED SOIL CLASSIFICATION OF SP OR SP -SM. �2 COARSE FILTER AGGREGATE SHALL MEET THE REQUIREMENTS OF MN/DOT SPEC. 3149.2H �3 PIPE SHALL BE PERFORATED PER AASHTO CLASS 2 PERFORATION PATTERNS. ® CONTRACTOR SHALL PROTECT THE INFILTRATION BASIN WITH 48" HIGH ORANGE SAFETY FENCE PRIOR TO THE START OF CONSTRUCTION. (3) CONSTRUCTION EQUIPMENT SHALL BE MINIMIZED OVER THE FOOTPRINT OF THE BASIN. ONLY LOW PRESSURE, WIDE TRACKED EQUIPMENT SHALL BE USED FOR CONSTRUCTION. © INFILTRATION SYSTEMS SHALL NOT BE GRADED TO WITHIN THREE FEET OF THE FINAL GRADES UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND FULLY STABILIZED OR RIGOROUS EROSION PREVENTION AND SEDIMENT CONTROLS, SUCH AS DIVERSION BERMS, TO KEEP SEDIMENT AND RUNOFF COMPLETELY AWAY FROM THE INFILTRATION AREAS HAVE BEEN PROVIDED. (2) TYPE 1 INLET PROTECTION SHALL BE INSTALLED AS NECESSARY TO MINIMIZE PONDING OF WATER DURING CONSTRUCTION. WIMCO MODEL RD 23 IS SHOWN. ® TYPE 2 INLET PROTECTION SHALL BE INSTALLED ON ALL CASTINGS RECEIVING RUNOFF FROM THE PROJECT AREA. WIMCO MODEL CG 3067 IS SHOWN. EROSION AND SEDIMENT CONTROL QUANTITIES MN/DOT APPLICATION APPROXIMATE ITEM SPECIFICATION RATE QUANTITY SOD TYPE LAWN 3878 N/A 1322 SQ YD SEED MIXTURE 21-111 (USE FOR TEMPORARY STABILIZATION, 3876 100 LBS/ACRE 500 LBS IF NECESSARY) SEED MIXTURE 25-131 3876 220 LBS/ACRE 75 LBS SEED MIXTURE 33-261 3876 35 LBS/ACRE 11 LBS FERTILIZER TYPE 1 3881 300 LBS/ACRE 273 LBS TYPE 1 MULCH MATERIAL (USE FOR TEMPORARY STABILIZATION, 3882 2 TONS/ACRE 10 TONS IF NECESSARY) STABILIZED FIBER MATRIX 3884 3000 LBS/ACRE 1920 LBS STORM DRAIN INLET PROTECTION 2573 N/A 13 EACH SILT FENCE 3886 N/A 1419 LIN FT SEDIMENT CONTROL LOG TYPE STRAW 3897 N/A 567 LIN FT RANDOM RIPRAP CLASS III 3601 N/A 8.3 CU YD STABILIZED CONSTRUCTION ENTRANCE 2573 N/A 1 EACH DETAILS SHEET MONTICELLO RV C5 LOT 1, BLOCK 1-GROVELAND FIFTH ADDITION CITY OF MONTICELLO, MINNESOTA / C9 SHEETS 3395.09 c� z cn X W M 0 LCA M C� z ry w w z_ E Qz � w r%� O `� _ I 12„ QIP \ >�---- R\M�_g55 3 952 SAWCUT AND REMOVE /�Nv> RCp956 �SgB ;,g51ON pER CONCRETE CURB AND 9464. GUTTER S95,936. 3 CO� 6g48vg / \N �/ �� \Nv F\ S946 -5B — :2 DATE REVISION 1 /23/19 PLAN REVISIONS PER CITY REVIEW 3/18/19 PLAN REVISIONS PER CITY REVIEW ov � // CORDS J i'/ 12 R�� 5 26 _ /_____-R- _______________—_ — / �__---------------- --------------------- _—-----_____= R\M�g5g50 6 ----�----------------- \ ---36" RCP _ _—J��l N' � 66 42" RCP > >> >� 33" RCP / \ ----- > /J I�> 33" RCP 6 » �» >> > >> >> >> >> > > » » » » » S 5b 956; / 0 56.1, , -� �, \N 6 R\M' 2.91/ / / Rg v E/`N�94B.5 �Nv;9 _ �> > > 1 �" PVC > LL ^ > // \N�1= S > 12" PVC > > � \ N� S�UB I I U n 12" IDIP ! U / I / N g4 CHELSEA ROAD N—g6�.2 N / / / NH,[><95. / 54.92 Zo o A / — — — — i P—BUR P� J= — BUR - — v= 949.37 M—-- -- `—BUR hNV-- — � -FN—V—= � \ —t / � — _ — � _ � ■ I� � ��_ 942.0 _ 1 / / SAWCUT \ SAW BITUMINOUS B-7 I ( BI MINOUS 1 PAVEMENT I I /PAVEMENT 1 —REMOVE 11 I ♦ BITUMINOUS �♦ PAVEMENT / CO / ♦ / / 11 If I Ln 11 it C5 B-3 B-8 LEGEND DRAINAGE ARROW EXISTING DRAINAGE DIVIDE GENERAL NOTES: / 1. BASED ON THE WRIGHT COUNTY SOIL SURVEY, THE ONSITE SOILS CONSIST OF DORSET SANDY LOAM. B-4 I1 B-5 / / 11 ------------------- -- —_.--� 962— _X 62— I / / _ X X I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professioal Engineer under the laws of the State of Mi nesota' J I;HUM Date 11/29/18 Lic. No. 23461 DESIGNED BY: TAE DRAWN BY: TAE CHECKED BY: CJJ Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakonson—anderson.com MONTICELLO RV LOT 1, BLOCK 1-GROVELAND FIFTH ADDITION 30 0 30 60 5111111101111m MM`6�� SCALE IN FEET EXISTING TOPOGRAPHY AND REMOVALS PLAN CITY OF MONTICELLO, MINNESOTA SHEET C6 C9 SHEETS 3395.09 LEGEND CONSTRUCT CONCRETE SEE C7 FOR- STORMWATER SILT FENCE PER 2 C2 DRIVEWAY ENTRANCE PER DISCHARGE TO CITY PLATE NO. 5008 ENTRANCE REGIONAL POND DRAINAGE ARROW GRADES (800 FEET) INLET PROTECTION DEVICE 1� \ ) �� _ - I vim✓ v _ - _ _ _ _ 6" CONCRETE PEDESTRIAN J �SEDIMENT CONTROL LOG PER CITY PLATE NO. 6009 RAMP 05 J - -- ` - - - - >> --» » =-===�=======-==-====== =_ _==� ==____==_____ - ______-___= PROPOSED DRAINAGE DIVIDE >>O ma > >> >> >> >> >> >> > >> > >' » \ AMP->> GL= GUTTER LINE ELEVATION xxx xx > >_ > > > > > > >> / > ^ ��CONC= CONCRETE ELEVATION XXX.XX -KBIT= BITUMINOUS ELEVATION CHELSEA -ROAD xxx.------- -_-- -- ------------------jo GL=- - \ X.XX% PROPOSED GUTTER LINE OR BITUMINOUS GRADE 956.83 957_=956.41 _ - P -BUR ''POUR I I \ 'F)BUR I - GL= / LOT SUMMARY 957.34 •60 ° r- GL 99599 958 L- 0 - - P -B - -BUR TOTAL AREA = 6.09 ACRES lig ■� ■ ■ - - - - -- EXISTING IMPERVIOUS AREA = 0.00 ACRES GL- / 956.83 _ \ \• _ > ��- PROPOSED IMPERVIOUS AREA = 4.34 ACRES • � �= -- � �, 7 ° 6 CONCRETE 957 957'- [ 0.oh _ s `S9 - - PEDESTRIAN 0.601 - C C C B _ C GL= GL= - RAMP 05 GENERAL NOTES: - rn GL= 956.6 �THtCKE NI.- EDGE �� 9. 959.48 I 1. VERIFY BUILDING DIMENSIONS WITH ARCHITECTURAL PLANS. C [ I I � 956.56 35a SIDE ALK SIDEWALK - `� � G_= 0,1 L I 2. DISTURBED AREAS SHALL BE STABILIZED WITHIN 7 DAYS OF ROUGH _ 959.26 GRADING. yy� - - PEF 3 - BIT=956.96 n v7' STABILIZED (E.0.F.) / % C2 , / pI n n °' CONSTRUCTION 3. STREET SWEEPING MUST BE PERFORMED DAILY IF SEDIMENT IS _ / 959 _ °gyp CONC 1960.76 I i_ EXIT 02 TRACKED OUTSIDE THE CONSTRUCTION LIMITS OR ONTO ANY CITY 955.60 COBIT=960.26 BIT=960.26 n I I - rn 00 STREETS. [� l 1 4. THE CONTRACTOR MUST STABILIZE ALL EXPOSED SOIL AREAS BIT= _ � �rol - -__-__ INFILTRATION 8.3 CY CLASS III �y 959.86 - i I - -- -__I(INCLUDING STOCKPILES). STABILIZATION MUST BE INITIATED TRENCH �3 IMMEDIATELY TO LIMIT SOIL EROSION WHENEVER ANY CONSTRUCTION GROUTED RIPRAP OVER � - �.52� ti• _ 29 SY TYPE IV 960110 a - I ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ON ANY GEOTEXTILE FILTER © J / ° -\0 I PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING SEVEN CALENDAR DAYS. STABILIZATION MUST BE Y= \ , CONC-960.92 �- - COMPLETED NO LATER THAN SEVEN CALENDAR DAYS AFTER THE INFILTRATION BASIN ® B-1 CONC=961.00 BIT=960.92 CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS BOTTOM=950.4 BIT=960.50 B_� - TEMPORARILY OR PERMANENTLY CEASED. TEMPORARY SEEDING I - INFORMATION AND APPLICATION RATES ARE TABULATED ON SHEET C4. OUTLET=953.0 co 1 I �� I CONC=961.00 100 -YR HWL=954.1 -9 BIT= 2'00%�� BIT=960.50 - 5. SEE SHEET C8 FOR THE UTILITY AND PAVING PLAN. M 960.60 BIT= BIT= / 95� ,n 961.0) 961.00 6. CONTRACTOR SHALL DETERMINE A LOCATION FOR CONCRETE AND OTHER WASHOUT WASTE. A SIGN SHALL BE INSTALLED ADJACENT TO II GL- EACH WASHOUT FACILITY THAT REQUIRES SITE PERSONNEL TO UTILIZE PLACE SEDIMENT THE PROPER FACILITIES FOR DISPOSAL OF CONCRETE AND OTHER CONTROL LOG �\ / �` I 958.12 WASTES. A I- V)/ / 2.00% B-3 to °' / 960160_- DOWNSPOUT -958\ T _ / LOCATION rn B / (TYP.) �� I 159, \ rn - 959 2.0 BIT= / BIT= 4 / 960.60 , / 961.00 2.00% i / BIT= / 96� 961.00 B-5� GL= 959.38 - - _ w ^ 1 -_ -� 960.91 \� !rte \ --� ,960 ?�O° 0.56% to \ \ - -961- - - - - - - 4/ - 1.22% GL= N CI - - 959.68 GL- - - - - - - • _ - - - - - - - - �- .56% 9 58.62 0 _-963 - _ �. �•� _ _-_ --_ - -_ � _- 959 ----_-965- __-_ - 961 _ _ 96 --9687--_---- �- X964 - _ 963 X69----� -X X X -mak �'�965�-- o - - CD B612 CONCRETE CURB - 0 - AND GUTTER PER Ln MN/DOT STANDARD j PLATE 7100 (TYP.) z \ w w z Q z 30 0 30 60 N w o SCALE IN FEET Ln I hereby certify that this Ian, specification, or report was DESIGNED BY: DATE REVISION Y Y P P P o 1 /23/19 PLAN REVISIONS PER CITY REVIEW prepared by me or under my direct supervision and that I TAE Hakanson A w am a duly License Professio al Engineer under the laws ,Ir N 2/12/19 PLAN REVISIONS PER NEW BUILDING LOCATION of the State of Mi nesota Ml - < 3/18/19 PLAN REVISIONS PER CITY REVIEW DRAWN BY: Civil Engineers and Land Surveyors TAE 3601 Thurston Ave., Anoka, Minnesota 55303 LOT 1, BLOCK 1 - In J CHUM CHECKED BY: 763-427-5860 FAX 763-427-0520 °www.hakanson-anderson.com Date 11/29/18 Lic. No. 23461 CJJ BASINS THAT MAY RECEIVE STORMWATER RUNOFF FROM THE SITE. JI 20 PRIOR TO IMPORTING OR EXPORTING MATERIAL FROM THE SITE, I CONTRACTOR SHALL CONSTRUCT A STABILIZED CONSTRUCTION ENTRANCE PER CITY PLATE NO. 6002 OR NO. 6003. ] �3 CONSTRUCT INFILTRATION TRENCH PER ( -4-- . CONTRACTOR SHALL MAKE C5 SOIL CORRECTIONS AS NECESSARY IN ORDER TO ACHIEVE THE DESIGN INFILTRATION RATE OF 0.80 INCHES PER HOUR. A DOUBLE RING INFILTROMETER TEST SHALL BE CONDUCTED DURING CONSTRUCTION AT I THE INTERFACE OF THE AMENDED AND INSITU SOILS. RESULTS OF THE INFILTROMETER TEST SHALL BE PROVIDED TO THE CITY. I ® CONSTRUCT INFILTRATION BASIN PER ( -3- . CONTRACTOR SHALL MAKE C5 GL_ SOIL CORRECTIONS AS NECESSARY IN ORDER TO ACHIEVE THE DESIGN 959.00 INFILTRATION RATE OF 0.80 INCHES PER HOUR. A DOUBLE RING INFILTROMETER TEST SHALL BE CONDUCTED DURING CONSTRUCTION AT THE INTERFACE OF THE AMENDED AND INSITU SOILS. RESULTS OF THE INFILTROMETER TEST SHALL BE PROVIDED TO THE CITY. �5 PEDESTRIAN RAMP SECTION SHALL BE PER ( -2-' . C5 © RIPRAP SHALL BE HAND PLACED PER CITY PLATE NO. 4009. GL=956.78 GL= - - GL=955.70 (MATCH EXISTING) 956.94 GL- (MATCH EXISTING) 956.33 CONC_957.62 CONC=957.72 �a �� CONC=956.68 i X C0NC=957.80 ��I / _ `� CONC=95 J60 CONC=957.70 GL= I `� CONC= 956.72 CONC=957.14 956.48 - CONC=956.88 GL=957.08 GL= CONC=956.53 GL=957.52 956.64 GL -956.94 GL= 958.71 � GL= G8 95 1-0 GL= 9558.14 959.27 ENTRANCE GRADES C7 GRADING, DRAINAGE AND SHEET LO RV EROSION CONTROL PLAN C7 OF LAND FIFTH ADDITION C9 CITY OF MONTICELLO, MINNESOTA SHEETS 3395.09 59LF - CB/MH #6 24LF STM/MH #7 CONNECT TO 60" DIA. (R-3246) 21 " RCP 60" DIA. (R-1733) EXISTING 24" PVC FL=957.78 @ 0.30% RIM=957.40 og SANITARY SEWER 1� @ 0.30% �9 R\M9 56 51.9 8 INV=944.00 pER (E)INV=952.20 (E)INV=952.13 oCNA\ 0_\N p (W)INV=952.50 (W)INV=952.13 \N� S' g36-93 g8 R\M'-gg�.84 �EC�R�S (S)INV=952.50 24LF 21 RCP E/ g �= CONNECT TO i @ 0.30/ (S)INV=952.00 Sl\�8 ;g�6"38 - i \N - EXISTING STORM _ i _ SUMP=948.20 s _ 5�og SEWER U CONNECT TO Ir v P�\oN ,RR J�� Nv;gCP2 LSC �R�S ii INV=949.37 EXISTING 00 ii RE�oR�S _ ---- 12 R 55,26 > O » ---�= iEG=--=-= i------------====WATERMAIN 05 i= _-_�_-_____-_________ ___-___---___= R\M�g� 5066 / _ 12„ PVC » » i -- -- - 33' RCP------ - -- / 6" RCP _->>6 4�„ RCP > > 33 RCP 956 6� ii » » >> >> » » » » > > �> 956 I » > » » - \Nv S� 942.5 6 elT TR \NN ,g I ;g55=25 > 5--->RN�1�g21 "g�/ > > > 1 PVC / R\\ �I g2� A \ 12" PVC \\w 8�9�g 5 I CL N2,RCp I I i/ I �� 12 DI I nN CHELSEA ROAD ANN 966" / � _______==_=-=_=_ - _-==__ ---------=-== ___= CONNECT TOA EXISTING STORM _ CNV- _� > P -BUR n -BUR I P -BUR 4PBUR SEWER �3 N 947 17 _ A °- ° - - - - - - I P -BUR i INV=947.17 co Q0 949.c - o FO -BUR INv= 9LF 21 RCP �- 942.0 77LF 24" RCP @ 1.53% 28LF (INC. RC APRON) 30" RCP @ 0.30% 10 VIC /30" RC APRON- INV=950.67 11 U) w D M I 0 Ln c� z I w z_ E� Qz c w � I r� 0 Ln M � DATE REVISION o 1 /23/19 PLAN REVISIONS PER CITY REVIEW NLLJ2/12/19 PLAN REVISIONS PER NEW BUILDING LOCATION 3/18/19 PLAN REVISIONS PER CITY REVIEW �n� w C� 11 LF y 21" RCP @ 1.20% CB/MH #2 07 84" DIA. (R-3246 & R-1733) FL=956.41 (N)INV=947.30 (SW)INV=951.99 CB/MH #1 B 9LF 60" DIA. (R-3246) 30" RCP FL=955.60 @ 0.30% (N)INV=950.81 (S)INV=950.81 9LF SUMP=946.81 \30" RCP @ 0.30% 9LF 18" RCP @ 1.44% CB #1D 48" DIA. (R-3246) FL=955.99 INV=951.99 SUMP=947.99 CCB/MH #1C 60" DIA. (R-3246) FL=955.73 (N)INV=950.78 (S)INV=950.78 SUMP=946.78 CB/MH #1A 72" DIA. (R-3246) FL=955.86 (N)INV=950.75 (S)INV=951.86 (W)INV=950.75 SUMP=946.75 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly License Professio al Engineer under the laws of the State of Mi nesota J I:HUM Date 11/29/18 Lic. No. 23461 STM/MH #9 (6 72" DIA. (R-1733) RIM=959.24 (N)INV=949.49 (E)INV=952.73 @ 1 5L 24" PVC g" DIP- @ 0.30% 09 WATERMAIN CB/MH #3 48" DIA. (R-3246) RIM=958.57 (W)INV=952.68 (E)INV=952.68 \ SUMP=948.68 6"-45° DIP BEND 6" DIP WATERMAIN I 6" GATE VALVE AND BOX AND HYDRANT (2 DESIGNED BY: TAE DRAWN BY: TAE CHECKED BY: CJJ 944.0 r .> 1 5L 6" PVC 8"-1 1.25° - @ 2.00% DIP BEND 1 8"X6" �1 n DIP TEE 8"-11.250 DIP BEND a I n (2) 8"-45° DIP BENDS "-22.5° AND 6 '-1 1.25° IP BENDS 6" PVC INV=953.40 �-1-t- o \ 19LF 21" RCP @ 0.30/ CB/MH 4 \' �^ �\\' 1 - 60LF 48" DIA. (R-3246) ^ 18" PERF CPP FL=956.56 @ 0.00% �(S)INV=952.56 60LF W INV=952.56 SUMP=948.56 _ 24 PERF CPP @ 0.00% STM/MH #8 48" DIA. (R-1733) RIM=957.04 (E)INV=952.50 (W)INV=952.20 (S)INV=952.50 119LF '� \ CONSTRUCT 6" PVC I �60LF INFILTRATION TRENCH @ 4.75% 18" PERF CPP PER4 @ 0.00% ® C5 699X699 PVC WYE SAN/MH #1 ICONSTRUCT 48" DIA. (R-1733) RIM=959.50 6" CLEANOUT ® INV=951.95 (N)INV=944.30 � I (S)INV=946.30 26LF 6" PVC @ 3.65% I 348LF 15" RCP @ 0.59% CB #5 48" DIA. (R-3246) FL=958.62 INV=954.62 SUMP=950.62 Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson-anderson.com LEGEND PROPOSED BITUMINOUS PAVEMENT PER 1 C2 PROPOSED CONCRETE PAVEMENT 30 0 30 60 SCALE IN FEET CONSTRUCTION. IF NECESSARY, LOWER WATERMAIN TO PROVIDE A MINIMUM OF 1.5 FEET OF SEPARATION BETWEEN THE WATERMAIN AND STORM SEWER. WATERMAIN LOWERING SHALL BE PER CITY PLATE NO. 2005. THE CITY OF MONTICELLO WILL NOT BE RESPONSIBLE FOR ANY COSTS INCURRED DUE TO VARIATIONS IN THE FIELD FROM THE AS -BUILT ELEVATIONS OR LOCATIONS. © STRUCTURE SHALL INCLUDE A CONCRETE WEIR PER(_4_'. C2 �7 CONSTRUCT MANHOLE AND CONCRETE WEIR PER(_5_'. TWO CASTINGS SHALL BE INSTALLED. C2 ® CAP END. �9 PVC PIPE SHALL BE C905 DR 18. 10 TIE ALL JOINTS. 11 CONSTRUCT SHEET PILING AT THE RC APRON PER CITY PLATE NO. 4008. MONTICELLO RV LOT 1, BLOCK 1-GROVELAND FIFTH ADDITION UTILITY AND PAVING PLAN SHEET C8 C9 CITY OF MONTICELLO, MINNESOTA SHEETS 3395.09 GENERAL NOTES: 1. MAINTAIN A MINIMUM OF 7.5 FEET OF COVER OVER THE WATERMAIN. WATERMAIN BLOCKING SHALL BE PER CITY PLATE NO. 2002. 2. ALL STORM SEWER STRUCTURES SHALL BE PRECAST CONCRETE SECTIONS PER MN/DOT STANDARD PLATE 4020 AND 4022. STRUCTURES SHALL BE CONSTRUCTED PER CITY STANDARD PLATES 4001 AND 4003. 3. SANITARY SEWER STRUCTURES SHALL BE CONSTRUCTED PER CITY PLATE NO. 3001. I 4. PRIOR TO COMMENCEMENT OF THE UTILITY CONNECTIONS, CONTRACTOR SHALL OBTAIN A UTILITY EXCAVATION PERMIT FROM THE PUBLIC WORKS DEPARTMENT. I 5. CORRUGATED POLYETHYLENE PIPE (CPP) SHALL MEET THE REQUIREMENTS OF AASHTO M294 AND DESIGN SECTION 18 OF THE AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES. CONNECTIONS SHALL BE MADE WITH BELL AND SPIGOT JOINTS. CLAMP -ON BANDS SHALL NOT BE ALLOWED. PIPE BEDDING SHALL BE PER THE I MANUFACTURER'S RECOMMENDATION. 6. ALL DIP WATERMAIN PIPE SHALL BE CLASS 52. 7. ALL PVC SANITARY SEWER PIPE SHALL BE SDR 26. REFERENCE NOTES: LOCATION AND INVERT OF SANITARY SEWER STUB SHALL BE VERIFIED AT THE START OF CONSTRUCTION. THE CITY OF MONTICELLO WILL NOT BE RESPONSIBLE FOR ANY COSTS INCURRED DUE TO VARIATIONS IN THE FIELD FROM THE AS -BUILT ELEVATIONS OR LOCATIONS. I CONSTRUCT HYDRANT AND VALVE PER CITY PLATE NO. 2001. FIELD VERIFY INVERT OF STORM SEWER AT THE START OF CONSTRUCTION. THE CITY I OF MONTICELLO WILL NOT BE RESPONSIBLE FOR ANY COSTS INCURRED DUE TO VARIATIONS IN THE FIELD FROM THE AS -BUILT ELEVATIONS OR LOCATIONS. ® CONSTRUCT SEWER CLEANOUT PER CITY PLATE NO. 3006. CONSTRUCT CASTING OVER CLEANOUT IN PAVED AREAS PER 1 C3 CONTRACTOR SHALL VERIFY LOCATION OF WATER SERVICE STUB AT THE START OF 30 0 30 60 SCALE IN FEET CONSTRUCTION. IF NECESSARY, LOWER WATERMAIN TO PROVIDE A MINIMUM OF 1.5 FEET OF SEPARATION BETWEEN THE WATERMAIN AND STORM SEWER. WATERMAIN LOWERING SHALL BE PER CITY PLATE NO. 2005. THE CITY OF MONTICELLO WILL NOT BE RESPONSIBLE FOR ANY COSTS INCURRED DUE TO VARIATIONS IN THE FIELD FROM THE AS -BUILT ELEVATIONS OR LOCATIONS. © STRUCTURE SHALL INCLUDE A CONCRETE WEIR PER(_4_'. C2 �7 CONSTRUCT MANHOLE AND CONCRETE WEIR PER(_5_'. TWO CASTINGS SHALL BE INSTALLED. C2 ® CAP END. �9 PVC PIPE SHALL BE C905 DR 18. 10 TIE ALL JOINTS. 11 CONSTRUCT SHEET PILING AT THE RC APRON PER CITY PLATE NO. 4008. MONTICELLO RV LOT 1, BLOCK 1-GROVELAND FIFTH ADDITION UTILITY AND PAVING PLAN SHEET C8 C9 CITY OF MONTICELLO, MINNESOTA SHEETS 3395.09 CHELSEA ROAD — — — = = = = = — = = _ = = = _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ o R 25' M 0 Ln c� z ry w w z_ E � Qz � w C I r� O � I I IC 6, DATE REVISION o / 1/23/19 PLAN REVISIONS PER CITY REVIEW NLLJ2/12/19 PLAN REVISIONS PER NEW BUILDING LOCATION Q 3/18/19 PLAN REVISIONS PER CITY REVIEW �n� w C/ C14 rn I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professio 4alEngineer under the laws of the State of Mi nesota' CYAI HUM Date 11/29/18 Lic. No. 23461 DESIGNED BY: TAE DRAWN BY: TAE CHECKED BY: CJJ E Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakonson—anderson.com t� --FIRE TRUCK MONTICELLO RV LOT 1, BLOCK 1-GROVELAND FIFTH ADDITION 30 0 30 60 SCALE IN FEET SITE PLAN CITY OF MONTICELLO, MINNESOTA SHEET C9 C9 SHEETS 3395.09 I I IC E E Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakonson—anderson.com t� --FIRE TRUCK MONTICELLO RV LOT 1, BLOCK 1-GROVELAND FIFTH ADDITION 30 0 30 60 SCALE IN FEET SITE PLAN CITY OF MONTICELLO, MINNESOTA SHEET C9 C9 SHEETS 3395.09 Ln o� N W Q D PRY, �00D �D�N B CN M\j� \�00D DATE REVISION 1 /23/19 PLAN REVISIONS PER CITY REVIEW 2/12/19 PLAN REVISIONS PER NEW BUILDING LOCATION 3/18/19 PLAN REVISIONS PER CITY REVIEW D P� \�00D gKv N N , � M \_C CHELSEA ROAD BKv v'4 , � M \_C Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com s— — — — — — — — — — — — REQUIRED PLANT MATERIALS 10 CALIPER INCHES OF TREES PER ACRE + 2 SHRUBS PER 10 L.F. OF BUILDING PERIMETER SITE AREA = 260,614 SF = 5.98 ACRES 10 X 5.98 = 59.8 CALIPER INCHES OF TREES ACTUAL BUILDING PERIMETER = 560 L.F. 560/in = 56 X 2 = 112 SHRUBS RESIDENTIAL BUFFER PER 100 FEET 4 FT. BERM OR FENCE + 2 CALIPER INCHES OF CANOPY TREES + 16 CALIPER INCHES OF ORNAMENTAL TREES PROVIDED 60 CALIPER INCHES 119 SHRUBS 678.7 L.F. OF BUFFER AREA 2 X 6.79 = 13.58 CALIPER INCHES OF CANOPY TREES 16 X 6.79 = 108.64 CALIPER INCHES OF ORNAMENTAL TREES 13.58 + 108.64 = 122.29.CALIPER INCHES OF TREES PLANT LIST: Site Plantings QTY. KEY BOTANICAL NAME TREES 7itl� 6 SM Acer x freemanii 'Sienna' 9 CH Celtis occidentalis 5 BO Quercus macrocarpa 65 BHS Picea glauca 'Densata' 8 IL Syringa reticulata 'Ivory Silk' 182 CALIPER INCHES PROVIDED (182.0 REQUIRED) MONTICELLO RV LOT 1, BLOCK 1-GROVELAND FIFTH ADDITION 01111-1-10-11 COMMON NAME 122 CALIPFR INCHES Sienna Glen Maple Common Hackberry Bur Oak Black Hills Spruce Ivory Silk Japanese Tree Lilac 2 SJ Juniperus Sabina 'Scandia' Scandia Juniper 6 BD Hemerocallis, 'Baja' Baja Daylily 40 PS Panicum virgatum 'Shenandoah' Purple Foliage Switch Grass 42 AWS Spiraea x bumalda 'Anthony Waterer' Anthony Waterer Spirea 23 DKL Syringa meyeri 'Palibin' Dwarf Korean Lilac SIZE/ROOT 2.0" B&B 2.0" B&B 2.0" B&B 6' B&B 1.5" B&B 5 Gal. Pot 1 Gal. Pot 3 Gal. Pot 2 Gal. Pot 5 Gal. Pot 113 PROVIDED (112 REQUIRED) 6 B Accent Boulders 24"-30" Dia., set 1/3 into grade. Owner to select boulder type. SOD & SEED Sod area around trees, shrubs, and between walkway and along street frontage Seed the infiltration basin with seed mix MnDOT 33-261 or approved equivalent. Seed all remaining disturbed areas, as shown, with MnDOT seed mix 25-131 or approved equivalent. PLANTING NOTES: Contractor shall provide one year guarantee of all plant materials. The guarantee begins on the date of the Landscape Architect's written acceptance of the initial planting. Replacement plant materials shall also have a one year guarantee commencing upon planting. All plants to be northern—grown and hardy. Plants to be installed as per standard AAN planting practices. Use minimum 12" loam planting soil on trees and 6" on shrubs. Contractor shall verify locations with all utililies prior to installation of plants. Underground irrigation shall be provided for trees, shrubs, and sod areas. Staking of trees optional; reposition if not plumb after one year. Wrap all smooth—barked trees—fasten top and bottom. Remove by April 1. Open top of burlap on BB materials; remove pot on potted plants; split and break apart peat pots. Prune plants as necessary — per standard nursery practice. Owner shall be responsible for maintenance after acceptance of the work by the Owner. Plants shall be immediately planted upon arrival at site. Properly heel—in materials if necessary. All disturbed areas to be seeded or sodded unless otherwise noted. Sod shall be northern grown & hardy. Planting beds for shrubs shall have (4 oz. min.) weed barrier fabric, 4" — 5" of 1-1/2" washed River Rock mulch and 4" vertical (commercial grade) black poly edging. The edging shall be placed and staked with smooth curves. Double shredded dark brown hardwood mulch 4" deep shall be provided around all new trees and in areas shown on the plan. Infiltration pond shall be seeded down side slopes and including the bottom of the pond. The pond shall be seeded with MnDOT 33-261 mixture appropriate for the soil and water conditions. Seed shall be covered hydraulic stabilized fiber matrix. Field adjust tree and shrub locations to fit uility locations and any changes that may have occured to the site plan and/or grading plan. Construction and soil types to be determined by the site Engineer. See sheet C5 for planting details. 30 0 30 60 SCALE IN FEET BRODSHO CONSULTING Landscape Architectum Site Planning 698 NORTHBRIDGE COURT EAGAN, MN 55123 PHONE: 651-688-8023 FAX: 651-994-4792 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed Landscape Architect under the laws of the State of Minnesota. Here IiaMho REG. No 23849 DATF 11-26-18 LANDSCAPE PLAN SHEET L1 CITY OF MONTICELLO, MINNESOTA L1 SHEETS 3395.09 V 96 I----------- 0` <O MEN'S X62'-9"96 16'-0" �'-39� 14'-0" '-0'L 14'-0" 3'-O"�6 12'-0" 5'-0" 14'-0" � z O I I I I I I I I I m I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I H I W L - - - --------------- - - - - - - - - - - - - J L - - - - - - - - - - I - - - J L - - ------------- - - - - - - - - - - - J L - - X- - - - - - - - - - J 0 L ------------- 1 p ' TOIZET/ ❑ 5HOIAER STORAGE \�—] 1 a ---i� 55 SF 8' TO 10' HIGH WALL I? SHOP 4,155 5F Y4A5H BAY DELIVERY BAY ry 1,651 5F 1,555 5F J O O r r r r r I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 46-0" tREAKROOM 89 5F OFFICE OFFICE ===Now I I �L I I I I I I I I I I — _ I — — -4I -- r T T 7 i �L ACCOUNTING 160 5F OFFICE 121 SF SPRINKLER 6"I 5F PARTS d SERV Redundant Rc 14'-0" 3'-3" 14'-0" ;'-0 , 14'-0" 03'-011 40 12'-0" 5'-0" 14'-0" 41 5-8" 3'-4" 4f 5-2" 6-4" 1 MAIN LF.\4(F.L FLOOR FLAN R1 1/8" = 1'-0" 14'-0" 5'-4" st am W W I I I I I I I I I I I I I I I I I I II I I I I L - - - - - - - - - - - - - J PARTS 8 ACCE55ORIE5 6,555 5F 65 5F I I I I I 29'-6" 14'-0" ,, 6-4" V-0" - =nfrUSTOMER WAITLIN6 1==__Redundant Room___ 'f� ------- I � it it - --------------- I I I RECEPTION DE5K I I I E5E5TIBULE i 5F I -------------- I I • I I - - - - - - - - - - - - - - - - �I i ----------- n re -h itor-+c www.htg-architects.com Minneapolis Tampa Bismarck 9300 Hennepin Town Road Minneapolis, MN 55347 Tel: 952.278.8880 ROJECT MONTICELLO RV ------ MONTICELLO, MINESOTA Kinghorn COMPANY GENERAL CONTRACTORS ISSUED SET 02-12-19 REVISIONS 2 DATE NO A3 P I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota Name Reg No. Date MAIN LEVEL FLOOR PLAN Drawn By: AAT Checked By: TRM A 1 Project Number COPYRIGHT © HTG ARCHITECTS 0` <O MEN'S O` `0 WOMEN'S I I I I I I I I I I — _ I — — -4I -- r T T 7 i �L ACCOUNTING 160 5F OFFICE 121 SF SPRINKLER 6"I 5F PARTS d SERV Redundant Rc 14'-0" 3'-3" 14'-0" ;'-0 , 14'-0" 03'-011 40 12'-0" 5'-0" 14'-0" 41 5-8" 3'-4" 4f 5-2" 6-4" 1 MAIN LF.\4(F.L FLOOR FLAN R1 1/8" = 1'-0" 14'-0" 5'-4" st am W W I I I I I I I I I I I I I I I I I I II I I I I L - - - - - - - - - - - - - J PARTS 8 ACCE55ORIE5 6,555 5F 65 5F I I I I I 29'-6" 14'-0" ,, 6-4" V-0" - =nfrUSTOMER WAITLIN6 1==__Redundant Room___ 'f� ------- I � it it - --------------- I I I RECEPTION DE5K I I I E5E5TIBULE i 5F I -------------- I I • I I - - - - - - - - - - - - - - - - �I i ----------- n re -h itor-+c www.htg-architects.com Minneapolis Tampa Bismarck 9300 Hennepin Town Road Minneapolis, MN 55347 Tel: 952.278.8880 ROJECT MONTICELLO RV ------ MONTICELLO, MINESOTA Kinghorn COMPANY GENERAL CONTRACTORS ISSUED SET 02-12-19 REVISIONS 2 DATE NO A3 P I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota Name Reg No. Date MAIN LEVEL FLOOR PLAN Drawn By: AAT Checked By: TRM A 1 Project Number COPYRIGHT © HTG ARCHITECTS V 1 1 77 77 7=7 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L --------------- J L _ _ _ _ - _ _ _ _ _ _ _ _ J L _ _ _ _ _ _ _ _ _ _ _ _ _ J L ----------- I---------- r r r r I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I MEZZANINE LEVEL FLOOR PLAN A2 1/8'I = 11-0'1 r©1 u II I I I I I I I I I I I I I I I I I I I I I I I I I I L- - - - - - - - - - - - - J �RDRAIL L I, II I � I I I I I I I I I I I I I I I I I I I I I I r r I I I I I I I I If - yl IL - JI II - JI II II I I I Ir - 71 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � II II II II II II IL 11 0 0 0 0 www.htg-architects.com Minneapolis Tampa Bismarck 9300 Hennepin Town Road Minneapolis, MN 55347 Tel: 952.278.8880 PROJECT MONTICELLO RV MONTICELLO, MINESOTA Kinghorn COMPANY GENERAL CONTRACTORS ISSUED SET REVISIONS DATE NO 02-12-19 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota Name Reg No. Date MEZZANINE FLOOR PLAN Drawn By: Authfobecked By: Checker A2 Project Number COPYRIGHT © HTG ARCHITECTS co ^aFFTNISHED - GOPING 'ARAPET = 125'-0" 'ARAPET = 12-7'-0" _ ROOF NOE BY OWNER SIGNAGE BY OWNr-m METAL ROOF ^aFFTNISHED _ GOPING 2 MAST FELFEVATION R3 1/5" = 1'-0" PARAPET . = 128'-0" PARAPET . = 12-7'-0" .ATED METAL PANEL. 3 ARE 42" APART WITH RED FINISH INE LEVEL EL.= 112'-0" :NUM GLASS EFRONT FACE GMU )�TN LEVEL gL .= 100'-0" GOLUMN IE LEVEL ..= 112'-0" ATED METAL PANEL. � ARE 42" APART TEXTURED FINISH GOLUMN :N LEVEL .= 100'-0" FACE GMU ^REFINI5HED METAL COPING T.O. PARAPET EL. = 125'-0" PARAPET -. = 12"7'-0" 3 NORTH FELFEVATION ft3 1/5" = 1'-0" ^REFINI5HED ETAL COPING T.O. PARAPET EL. = 128'-0" T.O. PARAPET EL. = 127-0" 4 ^F.ST FELFEVATION fi3 1/5" = 1'-0" N5ULATED METAL PANEL. EAM5 ARE 42" APART WITH EXTUREI7 FINISH ETAL ROOF EZZANINE LEVEL $� EL.= 112'-0" MAIN LEVEL EL.= 100'-0" ED METAL ROOF :NE LEVEL :L.= 112'-0" _ATED METAL PANEL. 5 ARE 42" APART WITH )RED FINISH ,FACECMU 1AIN LEVEL EL.= 100'-0" n re -h itor-+c www.htg-architects.com Minneapolis Tampa Bismarck 9300 Hennepin Town Road Minneapolis, MN 55347 Tel: 952.278.8880 PROJECT M0NTICEL.L0 RV MONTICELLO, MINESOTA Kinghorn COMPANY GENERAL CONTRACTORS ISSUED SET 03-19-19 REVISIONS DATE NO I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota Name Reg No. Date EXTERIOR ELEVATIONS Drawn By: AutWobecked By: Checker A3 Project Number COPYRIGHT © HTG ARCHITECTS -- - - �- - - 1 - 6-16 1 rim u 1.1 1.9 _ �` *So.■+ { ® - , 5�1 .I - _ Ali '' 1 k;1.2 1.6 2.2 3.2 4.1 3.4 2.3 �_bq -' I � --� i -L- 1� 1 'L- L _ r� •'- .. .�La��. 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OS� o w a m o O O. v ro .0 H v uJ N W G a m N ro m of I m ro m E M w m a1 v N aJ v C oG C U o E ro O N G 'o a a) a� >, m o o NH +m1 0 0 m .o a s +1 G m ro .ti H y N �o U N II m �H' h >r o C4a m N a1 3-I 0 o a -+ w G 'H v o o o rq lei m N o' > 14 O m� O a -o a 04 o b,C 1w m U A G O W H -I H b, U m omm>mH lo x m a .i ) H> 'o a W .0 v m o H o. A H� W� a o +'C1 ..Gj m _0 00 a) T- O O 0 N � M � N N a. U) M Z O U) J O LL N m Q N d Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min CalcPts 1 Illuminance Fc 0.66 5.7 0.0 N.A. N.A. * * *LAYOUT AND BOM ARE SUBJECT TO APPROVAL Luminaire Schedule Symbol Qty C�g 7 E 7 Description PtSpcLr PtSpcTb Meter Type Readings taken at 0'-0" AFG 10 10 Horizontal Tag Label Arrangement Lum. Lumens Arr. Lum. Lumens LLF Description Lum. Watts Arr. Watts Total Watts Filename L L0T4T160_D10 SINGLE 17037 17037 1.000 L0T4T160_D10 161.1 161.1 1127.7 LOT4T160 D10 - Cool - RAB02639MOD50.IES W WP3LED55 SINGLE 7026 7026 1.000 WP3LED55 57 57 399 WP3LED55D10 - Cool - RAB03125.IES Expanded Luminaire Location Summary LumNo Tag X Y 1 L 170.922 483.506 2 L 249.309 471.079 3 L 646.007 469.5 4 L 566.648 468.456 5 L 487.288 467.413 6 L 407.929 466.382 7 L 328.553 466.157 8 W 578.101 369.837 9 W 522.74 367.358 10 W 603.146 346.88 11 W 501.014 343.545 12 W 607.278 278.711 13 W 505.972 273.31 14 W 560.727 187.972 Total Quantity: 14 MTG HT Orient Tilt 25 260.991 0 25 260.991 0 25 270.754 0 25 270.754 0 25 270.744 0 25 270.744 0 25 266.711 0 18 91.636 0 18 91.636 0 18 3.772 0 18 183.133 0 18 3.772 0 18 183.133 0 18 272.693 0 NOTES: * The light loss factor (LLF) is a product of many variables, only lamp lumen depreciation (LLD) has been applied to the calculated results unless otherwise noted. The LLD is the result (quotient) of mean lumens / initial lumens per lamp manufacturers' specifications. * Illumination values shown (in footcandles) are the predicted results for planes of calculation either to the plane of calculation. * The calculated results of this lighting simulation represent an anticipated prediction of system performance. Actual measured results may vary from the anticipated performance and are subject to means and methods which are beyond the control of the designer. * Mounting height determination is job site specific, our lighting simulations assume a mounting height (insertion point of the luminaire symbol) to be taken at the top of the symbol for ceiling mounted luminaires and at the bottom of the symbol for all other luminaire mounting configurations. * RAB Lighting Inc. luminaire and product designs are protected under U.S. and International intellectual property laws. horizontal, vertical or inclined as designated in the calculation summary. Meter orientation is normal Patents issued or pending apply. w W O .�o0 r1tl G a N O0 10m A a 7 N C a a O N .1 14 U C ..1 . O k ..i v W+ O 0 v A s+ ro a� ca m 'O 0 a) O U a C b, � E'b E a) .0 a E .1 o v p, v -P O M O a) .Ci U ,C: w)um.tis,�,14 O R-0 b, W v; u o a ami OH ro o a E ti ro u H N o�..�vvo a d o .c w v v .co '� H a H N b A y a N 0 H .0 C4 ro v 0 aJ N a' U1 11 to .0 N N .Ni v o ami r N0 H .i 1 N O �v A N H U C a E. m.a�v�'s�y�cma N C N W p .•i v u] +� C N b C O Cm a[ C O� +� X G ro ..i a) a' O ro ro U m N A C N W m b N H a O N 4! O G W a 7 a a m C 0 w a m O o 0� v 'O .0 U ..i v uJ N W G a N b ro in ro O N E G4 m v v N a) v C C C U AONNIO O NOW a E T ro U 0-H + O O Ul `� 'I, A ..I ro C4 a N N v H m H a -+ w, .`W o v m o .� y rt N 0, J .0 +� rf 3 .-i -.i Ul FC O O a) a v a o .°�� o, 4+ w m o ro- Haro>mavmav v0 0 H P. Aro G� W Ei a 0 -.Ci ro Z O U) Q J 0 LL (D M 0- a) a 0 0 ry E LL W° IV OIM 0ccnic S/GN COf�P. BOX 881 ST CLOUD MN 56302 (320) 252-9400 200 45th STS. STE 218 FARC , NO 59103 (701) 3062505 20 'l MONTICELLORVCENTER-2019-1.CDR `NOTES- SALESMAN: BRUCE KIFFMEYER New Free Standing Pylon Sign LOCATION: MONTICELLO, MN 32' OAH - 200sgft Max SCALE: 1/4" - 1' DATE: 02/26/19 �SQ FT: WORK ORDER# � cc�►ic S/GN CORP. BOX 881 ST. CLOUD MN 56302 X320) 252-9400 20895th ST S. STE 218 1-... - 58183 (101) 306-2505 ►/l�J►�I�l��■l�J.��L�aN�1aC�llilr4lr�AJ0 NOTES- SALESMAN: BRUCE KIFFMEYER New Exterior Bldg Signage LOCATION: MONTICELLO, MN SCALE: 1' DATE 02/26/19 SQ FT: WORK ORDER# 2 0 U 0. z W m U) C. 0 00 a a Cl) z U) J 0 CL Q W z z 0 Cl) W D T W Z) z W a a z W x 0 wsb December 19, 2018 Ms. Angela Schumann Community Development Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Lakes Region RV Site Plan Review City Project No. 2018-047 WSB Project No. R-012967-000 Dear Ms. Schumann: We have reviewed the civil site plans and Stormwater Management Plan dated November 30, 2018 as prepared by Hakanson Anderson, and offer the following comments: Preliminary and Final Plat 1. Extend the drainage and utility easement over the entire infiltration basin on the west side of the site. Existing Topographv and Removals Plan 2. Expand the view of the existing contours for the property to the east to show the drainage patterns and how the proposed site will tie into the existing contours within the property. Grading. Drainage and Erosion Control Plan 3. Consider adding a separate site plan sheet to the plans depicting the drive aisle and parking areas dimensions, entrance width, and RV circulation patterns and turning templates. 4. The location of the proposed access appears to have adequate spacing from the existing accesses along Chelsea Road, based on the current uses. 5. The EOF for the infiltration basin should be reviewed. The EOF is shown through the parking lot at an elevation of 955.56; however, the top of wall elevation for the basin in the northwest corner is at elevation 953.5 and appears as though the EOF would flow off site to the west. It is recommended that the EOF be directed to Chelsea Road. 6. Grading in the northwest corner appears to be off the site. Please identify if permission from the adjacent property owner has been obtained for this. 7. Roof drainage and downspout locations should be shown on the grading plan. 8. Show the existing private utilities where grading is proposed to occur in the drainage and utility easement along Chelsea Road. Address any impacts to private utilities. 9. Add inlet protection on the north side of Chelsea Road. 10. Include silt fence along the south side of the trail to prevent sediment depositing on the trail. K:\012967-000\Admin\Docs\Ltr-a-schumann Lakes Region RV Review- 121818.docx Lake Region RV December 19, 2018 Page 2 11. Retaining walls over 4 feet in height require a railing at the top of the wall and shall be designed and certified by a licensed professional engineer. 12. All rip rap needs to be grouted and hand placed, per City specifications. 13. Grading, drainage, and erosion control shall comply with the City's zoning ordinance. See Chapter 4, Section 4.10 related to grading, drainage, stormwater management, and erosion control and the City's Design Manual, updated May 2017, located on the City's website, Engineering Department. Sanitary and Water Utilitv Plan 14. The applicant shall verify that a 6 -inch watermain extension will provide adequate pressure and fire flows to serve the building. 15. The building department will provide comments related to hydrant location for fire protection. 16. Provide an as -built utility plan once construction is complete. Stormwater Manaqement Plan 17. The proposed stormwater management for the site includes rate control at an offsite regional pond. Water quality/volume reduction is proposed through an on-site infiltration basin and underground infiltration trench. Pre-treatment is required for runoff entering an infiltration device. Pre-treatment is not provided for runoff that enters the basin in the concrete flume. It is recommended to move the location of the concrete flume to prevent short circuiting in the basin. 18. Both the infiltration basin and infiltration trench utilize the inlet as the outlet. This system is a short-circuiting design. It is recommended to separate the inlet and outlet pipes to prevent short circuiting. Additionally, all pond outlet structures are required to include a skimming device. 19. Depth to groundwater and bedrock must be confirmed in the proposed infiltration areas to ensure infiltration is not being proposed within 3 feet of the seasonally high-water table or bedrock. This information should be obtained from infiltration testing. Soil classifications from the investigation can be used for preliminary design purposes. Soil borings should extend to a minimum of 5 feet below the bottom of the infiltration basin. The lowest (i.e. most restrictive) infiltration rate within 5 feet shall be used for design purposes. Confirmation infiltration testing of the constructed systems will be required. 20. Soils that have infiltration rates greater than 8.3 inches per hour must be amended to slow the infiltration rate below 8.3 inches per hour, per the CSWGP. 21. An infiltration rate of 0.7 inches per hour has been assumed, which equates to an infiltration depth of 2.8 feet in 48 hours but should be verified with soil testing as described above. The basin depth of 1.9 feet will drawdown within 48 hours. The infiltration trench with a depth of 3.02 feet will not drawdown within 48 hours, therefore not meeting the City requirements. Lake Region RV December 19, 2018 Page 3 22. For the outlet elevation of 951.9 in the infiltration basin, the pond stage storage calculations indicate a volume of 13,634 cubic feet; however, the narrative indicates 13,859 cubic feet. Please correct this discrepancy. The volume of 4,546 cubic feet for the infiltration trench is consistent in the narrative and calculations. According to the calculations, 18,180 cubic feet of volume reduction is provided, which does not meet the required volume of 18,348 cubic feet. 23. Provide rational method calculations confirming adequacy of the storm sewer design for the 10 -year storm event and connection to the existing storm sewer system. Calculations should adhere to the following guidelines: a. The rational method runoff coefficient (c) is designated by land use and should be assigned a value no less than 0.7. b. Minimum allowable velocity in closed conduit = 3.0 fps c. Maximum allowable velocity in closed conduit = 12.0 fps 24. 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. 25. A stormwater maintenance agreement will be required. A template will be provided to the applicant. HvdroCAD Model 26. Provide modeling calculations for the 10 -day snowmelt (7.2 inches) event and adjust HWL in ponds if needed. SWPPP 27. Sheet C4 seed mixes are permanent seed mixes. Include temporary stabilization measures and the estimated quantities (including temporary erosion control blanket and/or mulch) for all exposed areas. 28. Include erosion control blanket and/or mulch to seed stabilization measures (temporary and permanent). 29. Ensure areas to be stabilized with seed/fertilizer have either erosion control blanket or mulch application (with rates) associated with the stabilization measures. OTHER 30. Add a note that all construction shall conform to the City's General Specifications and Standard Detail Plates for Street and Utility Construction, dated April 2017, located on the City's website, Engineering Department. 31. A geotechnical report was provided to the City on December 18, 2018 and will be reviewed with the re -submittal of the plans. Lake Region RV December 19, 2018 Page 4 Please have the applicant provide a written response addressing the comments above. Please give me a call at 612-360-1304 if you have any questions or comments regarding this letter. Sincerely, WSB Shibani K. Bisson, PE Senior Project Manager wsb February 19, 2019 Ms. Angela Schumann Community Development Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Lakes Region RV Civil Plan Review City Project No. 2018-047 WSB Project No. R-012967-000 Dear Ms. Schumann: We have reviewed the revised civil site plans dated February 12, 2019 and Stormwater o Management Plan and SWPPP dated January 23, 2019 as prepared by Hakanson Anderson, 0 and offer the following comments: Z W m U) 3: Grading, Drainage and Erosion Control Plan 0 1. The EOF for the infiltration basin on the current site plan is directed off-site through the property to the west, which is proposed to be platted as Outlot A, Groveland 5th Addition. It is understood that when Outlot A develops, the infiltration basin EOF will be as shown on the grading plan, through the parking lot of the proposed site at an elevation of 954.36. The development agreement should acknowledge this condition and that the infiltration basin EOF will affect the low opening elevation of any future building site on Outlot A. Based on current It standards, the low opening of the future building on Outlot A would be a 956.36. It is LO understood that the property owner to the west. Ocello. LLC.is a party to development agreement for this project � 2. The FES for the 30 -inch storm sewer inlet pipe to the infiltration basin shall have sheet piling 0 per City Detail Plate 4008. CL a W 3. It is recommended to place biorolls or other erosion and sediment control devices along the Z perimeter of the infiltration basin to prevent washouts. Utilitv and Pavinq Plan 0 0 CO LU 4. The location and elevation of the utility connections should be verified in the field prior to construction. A note should be added to the plans that the City will not be responsible for any costs incurred due to variations in the field from the as -built elevations or locations of the Cn utilities. W D 5. It is recommended to install an irrigation flow valve on the system as a safeguard. W a a Stormwater Management Plan z W x 6. The proposed stormwater management for the site includes rate control at an offsite regional pond. Water quality/volume reduction is proposed through an on-site infiltration basin and underground infiltration trench. Pre-treatment is provided through the use of sump manholes prior to entering the infiltration areas. K:\012967-000\Admin\Docs\Ltr-a-schumann Lakes Region RV Review-021819.docx Lake Region RV February 19, 2019 Page 2 7. A stormwater maintenance agreement will be required for the infiltration basin and infiltration trench. A template should be provided to the applicant. HvdroCAD Model 8. The outlet for the Basin has a primary outlet invert elevation of 947.44, however the plans show the connection elevation of 944.77, please correct this discrepancy. SWPPP 9. MnDNR wetland located SE of the project looks to receive water from the project (within 1 - mile) from existing storm system draining from regional pond. Add receiving water information to SWPPP. 10. Project is within a DWSMA classified as "moderate vulnerability", but it is outside of the Emergency Response Area (ERA), please state this in your SWPPP. 11. Add language stating that the infiltration systems must not be excavated to final grade, or within three (3) feet of final grade, until the contributing drainage area has been constructed and fully stabilized unless they provide rigorous erosion prevention and sediment controls (e.g., diversion berms) to keep sediment and runoff completely away from the infiltration area; also, do not drive compacting equipment or store any material within the proposed infiltration basin area. Please have the applicant provide a written response addressing the comments above. Please give me a call at 612-360-1304 if you have any questions or comments regarding this letter. Sincerely, WSB IA�,— - t, �.,OPLI Shibani K. Bisson, PE Senior Project Manager (reserved for recordin,iz information) DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT (Developer Installed Improvements) GROVELAND FIFTHADDITION AGREEMENT dated , 2019, by and between the CITY OF MONTICELLO, a Minnesota municipal corporation ("City"), and MONTICELLO RV CENTER, INC., a Minnesota corporation (the "Developer") and OCELLO, LLC, a Minnesota limited liability company ("Owner"). 1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat and Planned Unit Development approval for GRovELAND FIFTHADDiTioN (referred to in this Contract as the "Plat" and the "Development") which consists of 11.85 acres to be divided into one lot and one outlot. The proposed use of the property Lot 1, Block 1 will be for a vehicle sales and service facility. The land is situated in the County of Wright, State of Minnesota, and is legally described on the attached Exhibit "A". Ocello is currently the owner of the Development. Developer and Owner propose that, following the recording of the Plat, Monticello RV Center will own Lot 1, Block 1 of the Plat and Ocello will own Outlot A in the Plat. 1 200425v4A 2. CONDITIONS OF PLAT APPROVAL. The City hereby approves the plat on condition that the Developer and Owner enter into this Contract, furnish the security required by it, and record the plat with the County Recorder / Registrar of Titles within 365 days after the City Council approves the final plat or the execution of this Contract, whichever occurs later. 3. RIGHT TO PROCEED. Within the plat or land to be platted, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: 1) this Contract has been fully executed by all 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/Registrar'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. Subsequent development or redevelopment of the outlot within the plat will be subject to individual land use approvals, Conditional Use Permits or Planned Unit Development approvals, and an amendment to this Development Contract, as may be required. Subsequent development or redevelopment of the outlot is 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. 5. PRELIMINARY PLAT STATUS. This plat is part of a phased preliminary plat. 6. CHANGES IN OFFICIAL CONTROLS. For five (5) years from the date of this Contract, no amendments to the City's Comprehensive Plan, or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved plat unless required by state or 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. 2 200425v4A 7. ZONING. Except as otherwise provided herein, the property being platted as Outlot A shall be subject to the zoning regulations, requirements and standards of the B-3 Highway Business District, in effect at the time the final plat is approved. The Developer is seeking approval by the City for the re -zoning of the property being platted as Lot 1, Block 1, Groveland Fifth Addition from `B-3" Highway Business District to "PUD", Planned Unit Development District. Lot 1, Block 1, Groveland Fifth Addition shall be subject to the zoning regulations, requirements and standards of the "PUD", Planned Unit Development District. 8. DEVELOPMENT PLANS. Lot 1, Block 1 of the Plat shall be developed in accordance with the following plans. The plans shall not be attached to this Contract. With the exception of Plan A, the plans may be prepared, subject to City approval, after entering the Contract, but before commencement of any work in the plat. If the plans vary from the written terms of this Contract, the written terms shall control. The plans are: Plan A — Preliminary and Final Plat Plan B - Final Grading, Drainage and Erosion Control Plan Plan C — Utility and Paving Plan Plan D — Site Plan Plan E - Landscape Plan Plan F - Lighting Plan Plan G — Signage Plan Plan H — Building and Design Plans Plan H — Stormwater Management Plan 3 200425v4A 9. 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 and Bituminous Paving E. Site Grading, Ponding, and Erosion Control F. Underground Utilities G. Setting of Iron Monuments H. Surveying and Staking The improvements shall be installed in accordance with the City subdivision ordinance; City standard specifications for utilities and street construction; and any other ordinances. The Developer shall submit plans and specifications which have been prepared by a registered professional engineer to the City for approval by the City Engineer. The City may, at the City's discretion and at the Developer's expense, have one or more City inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer, its contractors and subcontractors, shall follow all written instructions received from the City's inspectors subject to Developer's plans and specifications. The Developer or his engineer shall schedule a pre - construction meeting at a mutually agreeable time at the City Council chambers with all parties concerned, including the City staff, to review the program for the construction work. Within thirty (30) days after the completion of the improvements and before the security is released, the Developer shall supply the City 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 Owner shall be responsible for 4 200425v4A the placement of the iron monuments. The Owner's surveyor shall also submit a written notice to the City certifying that the monuments have been installed. 10. 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 11. DEWATERING. Due to the variable nature of groundwater levels and stormwater flows, it will be the Developer and the Developer's contractors and subcontractors responsibility to satisfy themselves with regard to the elevation of groundwater in the area and the level of effort needed to perform dewatering and storm flow routing operations. All dewatering shall be in accordance with all applicable county, state, and federal rules and regulations. DNR regulations regarding appropriations permits shall also be strictly followed. 12. 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. 13. EROSION CONTROL AND STORM WATER CONTROL. Prior to initiating site grading, the erosion control plan, Plan B, shall be implemented by the Developer and inspected and approved by the City. The City 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 5 200425v4A plan, seed shall be in accordance with the City's current seeding specification which may include certified oat seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, 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 plat is in full compliance with the approved erosion control plan and storm water control measures are in place. 14. GRADING PLAN AND CERTIFICATION. The plat shall be graded in accordance with the approved grading plan, stormwater control measures and erosion control plan as set forth in Plan "B". The plan shall conform to City of Monticello specifications. Within thirty (30) days after completion of the grading and before the City approves individual building permits (except as permitted by this agreement or the Building Official), the Developer shall provide the City with an "as constructed" grading plan certified by a registered land surveyor or engineer that all ponds, swales, and ditches have been constructed on public easements or land owned by the City. Additionally, the "as constructed" grading plan will include a certification that the grading following construction activities has been undisturbed or has been returned to the state required in the grading plan. The "as constructed" plan shall include field verified elevations of the following: a) cross sections of ponds; b) location and elevations along all swales, wetlands, wetland mitigation areas if any, ditches, locations and dimensions of borrow areas/stockpiles, and installed "conservation area" posts; and c) lot corner elevations, and building pads. The City will withhold issuance of building permits until the approved certified grading plan is on file with the City and all erosion control 6 200425v4A 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. 15. CLEAN UP. The Developer shall clean dirt and debris from streets that has resulted from construction work by the Developer, subcontractors, their agents or assigns. Prior to any construction in the plat, the Developer shall identify in writing a responsible party and schedule for erosion control, street cleaning, and street sweeping. The Developer shall pay a penalty of $100.00 a day for each calendar day that the 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. 16. 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. 17. CITY ENGINEERING ADMINISTRATION AND CONSTRUCTION OBSERVATION. The Developer shall pay a fee for the City's engineering administration at the time of development, reuse or redevelopment of any lot within the plat, as required. City engineering administration will include monitoring of construction observation, consultation with Owner and his engineer on status or problems regarding the project, coordination for final inspection and acceptance, project monitoring during 7 200425v4A the warranty period, and processing of requests for reduction in security. Fees for this service will be billed at hourly rates estimated to be two percent (3.0%) of the estimated Grading construction cost, assuming normal construction and project scheduling. The Owner shall pay for construction observation performed by the City's consulting engineer. Construction observation shall include part or full time inspection of proposed public utilities and street construction and will be billed on hourly rates. Developer will provide a $3,540.00 escrow, which is separate and in addition to any other escrow funds for this Development. This amount is subject to reconciliation based on actual costs at the completion of the project. 18. CITY PLANNING, LEGAL AND ADMINISTRATION. A. The Developer shall submit an escrow deposit for fees for City staff administration relating to processing of the Plat, PUD 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 and Grading, 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 Developer shall submit an escrow deposit for fees relating to City planning -related expenses associated with the Plat and PUD development. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be two percent (2.0%) of the estimated construction cost of the Public Improvements and Grading, assuming normal construction and project scheduling. Developer will provide a $2,000.00 escrow, which is separate and in addition to any other escrow funds for this Development. This amount is subject to reconciliation based on actual costs at the completion of the project. C. The Developer shall submit an escrow deposit for fees relating to City legal -related expenses associated with the Plat and PUD development. Fees for this service shall be at standard hourly 200425v4A rates per the City's adopted fee schedule estimated to be two percent (2.0%) of the estimated construction cost of the Public Improvements and Grading, 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. D. 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 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. 19. 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 Owner 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 Owner 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. 20. PARK DEDICATION AND TRAILS. Not applicable. 21. STORM SEWER AREA CHARGE. The Development is subject to a storm sewer area charge of $68,395.40. 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 5.62 acres x $3,985/net acre= $.22,395.70 Alternate Storm Sewer Area Charge: 5.62 acres x $8,185.00/net acre = $45,999.70 9 200425v4A The total storm sewer area charge for the Development of $68,395.40 shall be assessed against the property if not paid by the Developer in cash at the time of final Development approval at developer's option. If assessed, an interest rate of 2.0% over prime as published in the Wall Street Journal at the time of assessment per annum on the remaining principal balance each year shall apply. [See Paragraph 30(D).] 22. SANITARY SEWER AREA CHARGE. The Development is subject to a sanitary sewer area charge of $22,715.70. The area charge is based on the gross area of the final Development and is calculated as follows: 6.09 acres x $3,730/acre = $22,715.70 The Developer shall be assessed or shall pay the sanitary sewer area charge in cash at the time of final Development approval at developer's option. If assessed, an interest rate of 2.0% over prime as published in the Wall Street Journal at the time of assessment per annum on the remaining principal balance each year shall apply. 23. WATER MAIN AREA CHARGE. The Development is subject to a water main area charge of $16,796.22. The area charge is based on the gross area of the final Development and is calculated as follows: 6.09 acres x $2,758/acre = $16,796.22 The Developer shall be assessed or shall pay the sanitary sewer area charge in cash at the time of final Development approval at developer's option. If assessed, an interest rate of 2.0% over prime as published in the Wall Street Journal at the time of assessment per annum on the remaining principal balance each year shall apply. 24. SPECIAL PROVISIONS. The following special provisions shall apply to plat development: 10 200425v4A A. Maintain lighting compliance with code, ensuring that lighting levels will minimize impacts on adjacent property. Wall pack and site lighting to conform to code requirements for cut-off shielding. regulations. B. Prepare and submit sign plans that demonstrate compliance with Sign Ordinance C. Noise Ordinance compliance — including no outdoor paging/speakers that are audible from adjoining residential areas. D. Limit use of extended parcel to the south to landscaping and revise the landscaping plan to identify plantings and maintenance. E. Compliance with the final recommendations of the City Engineer's as related to the comment letters of December 12th, 2018 and February 19th, 2019. F. Execute a Development Agreement for the plat and Planned Unit Development. G. Execute a Stormwater Maintenance Agreement for the private stormwater and infiltration basin for the proposed development. H. Prior to City Council approval of the final plat, the Developer shall furnish a boundary survey of the proposed property to be platted with all property corner monumentation in place and marked with lath and a flag. Any encroachments on or adjacent to the property shall be noted on the survey. The Developer shall post a $600.00 security for the final placement of interior subdivision iron monuments at property corners. The security was calculated as follows: 2 units at $300.00 per unit. The security will be held by the City until the Developer's land surveyor certifies that all irons have been set following site grading and utility and street construction. In addition, the certificate of survey must also include a certification that all irons for a specific lot have either been found or set prior to the issuance of a building permit for that lot. 11 200425v4A I. The Developer is required to submit the final plat in electronic format. The electronic format shall be either AutoCAD.DWG file or a .DXF file. All construction record drawings (e.g., grading, utilities, and streets) shall be in electronic format in accordance with standard City specifications. The Developer shall also submit one complete set of reproducible construction plans on Mylar. 25. SUMMARY OF SECURITY REQUIREMENTS. To guarantee compliance with the terms of this Contract, 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 $131,520.00, plus a cash fee of $11,670.00 for City engineering, expenses and administration. The amount of the security was calculated as follows: CONSTRUCTION COSTS: Erosion Control/Grading Certification Landscaping CONSTRUCTION SUB -TOTAL (ESTIMATED) OTHER COSTS: Lot Corners/Iron Monuments TOTAL COSTS TOTAL SECURITIES: $ 18,270.00 $112,500.00 ($90,000 x 125%) $130,770.00 $ 00.00 $ 600.00 (600 x 125%) $131,520.00 $131,520.00 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 12 200425v4A 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. 26. 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 Development approval: Legal (2%) $ 2,000.00* Planning (2%) $ 2,000.00* Engineering and Inspection (7%) $ 2,000.00* Grading and Restoration $ 3,540.00 Streets and Utilities $ NA Administrative Fees for City Overhead (2%) $ 2,000.00* GPS Locate Fee $ 130.00 Total Cash Requirements $11,670.00 * Fees reconciled to actual expenses at close of project. 27. WARRANTY. The Developer warrants all improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. 28. 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, 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 13 200425v4A 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 in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. If the bills are not paid on time, the City may halt plat development and construction until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of eighteen percent (18%) per year. E. 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. 29. DEVELOPER'S DEFAULT. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer, except in an emergency as determined by the City, is first given notice of the work in default, not less than forty-eight (48) hours in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 14 200425v4A 30. 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. F. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. 15 200425v4A 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 Owner 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 Owner, the City shall file a termination of record. H. Developer or its prime contractor shall take out and maintain or cause to be taken out and maintained until one (1) month after the City has accepted the public improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developer's work or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than $500,000 for one person and $1,000,000 for each occurrence; limits for property damage shall be not less than $200,000 for each occurrence; or a combination single limit policy of $1,000,000 or more. The City shall be named as an additional insured on the policy, and the Developer shall file with the City a certificate evidencing coverage prior to the City signing the plat or when any construction commences, whichever later occurs. The certificate shall provide that the City must be given ten (10) days advance written notice of the cancellation of the insurance. I. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be 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. 16 200425v4A 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. L. The emergency overflow (EOF) for the infiltration basin on Lot 1, Block 1 is directed off-site through Outlot A, Groveland 5th Addition. At the time of development of Outlot A, the infiltration basin emergency overflow (EOF) will be as shown on the grading plan, through the proposed site at an elevation of 954.36. The infiltration basin EOF of Lot 1, Block 1, will affect the low opening elevation of any future building site on Outlot A. Based on current standards, the low opening of the future building on Outlot A would be 956.36. M. As conditioned in the PUD and plat approval, the Owner of Lot 1, Block will limit the use of the extended parcel to the south to landscaping and revise the landscaping plan to identify plantings and maintenance. 31. 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: 1101 Elm Street, Monticello, Minnesota 55362. Notices to the City shall be in writing and shall be either hand delivered to the City Administrator, or mailed to the City by certified mail in care of 17 200425v4A the City Administrator at the following address: Monticello City Hall, 505 Walnut Street, Monticello, Minnesota 55362; with a copy to the City Attorney by regular mail at: Campbell Knutson, P.A., Grand Oak Office Center I, 860 Blue Gentian Road, Suite #290, Eagan, Minnesota 55121. Remainder of page intentionally left blank. Signatures on the following pages. 18 200425v4A CITY OF MONTICELLO Lo (SEAL) STATE OF MINNESOTA ) ( ss. COUNTY OF WRIGHT ) Brian Stumpf, Mayor Jeff O'Neill, City Administrator The foregoing instrument was acknowledged before me this day of , 2019, by Brian Stumpf and by Jeff O'Neill, respectively the Mayor and City Administrator of the City of Monticello, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. Notary Public 19 200425v4A DEVELOPER: MONTICELLO RV CENTER, INC. In STATE OF MINNESOTA ) ( ss. COUNTY OF ) Scott Kunz, Its Chief Executive Officer The foregoing instrument was acknowledged before me this day of , 2019, by Scott Kunz, the Chief Executive Officer of Monticello RV Center, Inc., a Minnesota corporation, on behalf of the entity. Notary Public 20 200425v4A OWNER: OCELLO, LLC. Scott Kunz, Its Chief Manager STATE OF MINNESOTA ) )ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of , 2019, by Shawn Weinand, the Chief Manager of Ocello, 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, #290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ 21 200425v4A EXHIBIT "A" Leizal description of the Property Outlot D, Groveland Addition, and vacated Chelsea Road West, Wright County, Minnesota PID No. 155-125-000040 22 200425v4A MORTGAGE HOLDER CONSENT TO DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT AGREEMENT (Groveland Fifth Addition) , a , which holds a mortgage on the subject property, the development of which is governed by the foregoing Development Contract, which mortgage is dated and recorded with the Wright County Recorder/Registrar as document number , agrees that the Development Contract shall remain in full force and effect even if it forecloses on its mortgage. Dated this day of , 2018. By STATE OF ) ) SS. COUNTY OF ) [print name] Its [title] The foregoing instrument was acknowledged before me this day of 2019, 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 200425v4A 9 23 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 Owner) 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. mm Its 24 200425v4A 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 25 200425v4A Does Personal Injury Include Claims Related to Employment? YES Completed Operations/Products: YES Contractual Liability (Broad Form): YES Governmental Immunity is Waived: YES Property Damage Liability Includes: Damage Due to Blasting YES Damage Due to Collapse YES Damage Due to Underground Facilities YES Broad Form Property Damage YES AUTOMOBILE LIABILITY: Policy No. Effective Date: Expiration Date: Insurance Company: (X) Any Auto LIMITS: [Minimum] Bodily Injury: $500,000 each person Property Damage: $500,000 each occurrence Combined Single Limit Policy: $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 On BY: Authorized Insurance Representative 26 200425v4A Groveland 5th Addition SUMMARY OF EXPENSES/FINANCE PLAN Phased Development March, 2019 DRAFT v4 Total Acres in Development 11.85 gross 5.62 net Total Acres in Phase 6.09 gross 5.62 net Total Lots in Development 2 Total Lots in Phase 1 Trunk Area Charges & Assessments Acreage Acres or Credits Net Notes Charge Units Assessment Lot 1, Block 1 Sanitary Sewer (gross acres) $3,730 6.09 $22,715.70 paid at prevailing rate at time of plat/permit Watermain (gross acres) $2,758 6.09 $16,796.22 paid at prevailing rate at time of plat/permit Storm Sewer Base (net acres) $3,985 5.62 $22,395.70 paid at prevailing rate at time of plat/permit Storm Sewer Alternate (net acres) $8,185 5.62 $45,999.70 paid at prevailing rate at time of plat/permit TOTAL $107,907.32 paid at prevailing rate at time of plat/permit Outlot A Sanitary Sewer (gross acres) 5.76 paid at prevailing rate at time of platting to lot Watermain (gross acres) 5.76 paid at prevailing rate at time of platting to lot Storm Sewer Base (net acres) 5.76 paid at prevailing rate at time of platting to lot Storm Sewer Alternate (net acres) 5.76 paid at prevailing rate at time of platting to lot TOTAL paid at prevailing rate at time of platting to lot City Fees/Deposit City Fee ( General overhead and Admin) 2.00% $2,000.00 Actual; cost reconciled at project completion, $2,000 min Legal 2.00% $2,000.00 Actual; cost reconciled at project completion, $2,000 min Planning 2.00% $2,000.00 Actual; cost reconciled at project completion, $2,000 min Engineering and Inspection 7.00% $2,000.00 Actual; cost reconciled at project completion; $2,000 min Grading and Restoration 3.00% $3,540.00 Based on $118,000 in grading project cost Streets and Utilities GPS Locate $65 2 units $130 Actual; cost reconciled at project completion Total City Fees $11,670 Improvement Construction Costs (Used to Calculate City Fees/Escrows/Securities) Notes Not applicable Not applicable Construction total (for purpose of calculating other Lot Corners/Iron Monuments $300 2 lots $600 Total Construction Cost for the purpose of calculating LOC $600 $750 Maximum allowable reduction prior to acceptance and bond 90.00% Landscaping $112,500 $90,000 x 125% Prairie Restoration NA Tree Preservation NA Grading $3,000 6.09 AC $18,270 Total Additional LOC $130,770 City Council Agenda: 3/25/19 2L. Consideration of right of wav closure of River Street between Pine Street and Walnut Street and between Washington and Cedar Street for Walk `n' Roll on Saturday. June 8. 2019 (AS/PW) A. REFERENCE AND BACKGROUND: City Council is asked to consider approval of closing River Street between Walnut and Pine Street and between Washington and Cedar Street on Saturday, June 8, 2019 for Walk `n' Roll. The closure is related to through traffic only, and access for property owners along the route will remain available. Walk `n' Roll is the community's annual pathway festival. It is a walk, bike, and roll event running along the pathway and River Street from the CentraCare Health Monticello hospital to West Bridge Park. The event is open to all and is held rain or shine. Staff is proposing to close the portion of River Street between Walnut and Pine Street to allow for additional event space for West Bridge Park activities, and to allow safer crossing for those utilizing shuttle service and parking in the Walnut Street lot for the event. The portion of River Street starting at the hospital and heading west to East Bridge Park is designated on -road pathway (there is no sidewalk or trail along in this area) and is therefore proposed to be closed to through traffic to allow Walk `n' Rollers safe travel along the route. The closure is proposed from 7:00 a.m. until approximately 1:00 p.m. on the date of the event. Residents along River Street are also asked to limit on -street parking on the north side of the street the day of the event. The Streets and Parks Department will assist in coordination of barricades. Community Development will provide notice to the surrounding properties regarding the closures and access. The Sheriff's Office has reviewed the proposed closure and indicates no issues with it. Al. Budget Impact: None. A2. Staff Workload Impact: Delivery, set-up and pick-up of barricades will be handled by the Public Works Department. The total time estimate to manage the closures is under 3 hours. B. ALTERNATIVE ACTIONS: 1. Motion to approve the right of way closure of River Street between Pine Street and Walnut Street and between Washington and Cedar Street as described for Walk `n' Roll on Saturday, June 8, 2019, from 7:00 a.m. to 1:00 p.m. 2. Motion to deny right of way closure of River Street between Pine Street and Walnut Street and between Washington and Cedar Street for Walk `n' Roll on Saturday, June 8, 2019 C. STAFF RECOMMENDATION: City staff supports Alternative #1 above. D. SUPPORTING DATA: A. Proposed Closures Map Street Closure Map - 6/8/19 VVJ4 I -N At. NiSl S4 v 4. 4F, �,k* A k, —1W 4P 0,4 �W I 4, 1, 7 -A,tk 611 &7 rig a 0—,e& - City Bouncla,, �rr of Monticello March 19, 2019 1 inch = 752 feet Bryan Pittman Map Powered by Datal-ink from WSB & Associates City Council Agenda: 3/25/19 2M. Consideration of approving easement agreements for the 2018 Pedestrian Improvement proiect, Citv Proiect 18CO01 (ML) A. REFERENCE AND BACKGROUND: The City Council rejected bids on July 23, 2018 and authorized re -bidding of this project at the same time. The project was re -bid on March 14, 2019 with recommendation for award as described in agenda item 2N. The project consists of: • 6 -foot wide sidewalk extensions along: o South side of 6th Street between Walnut Street and TH 25 o South side of 7th Street between Cedar Street and the post office o North side of Oakwood Drive between TH 25 and Cedar Street o South side of Bakken Street between Garvey Court to the Rolling Woods Park. • 10 -foot wide trail extension along CR 39 between Mississippi Drive and Broadway Street and associated signal revisions to allow pedestrian activated crossings at Broadway Street. Trail, sidewalk and/or drainage and utility easements were needed to construct the CR 39 trail and the Oakwood Drive sidewalk. Below is a summary of the easement negotiations that have taken place to date: CR 39 trail easements: • Liberty Bank has offered to donate 1,684 sf of trail easement and 2,083 sf of drainage and utility easement to construct the trail. They requested a trail spur connection to their parking lot be constructed as part of the project and is included in the project plans. Other specific items are identified in the enclosed agreement. Von Hanson's is requesting $5,000 in compensation for the 2,339 sf of drainage easement needed to shift the ditch location in order to construct the trail. City staff originally offered $2,930 based on a formula using the County taxable land value, market increase and type of easement and impact. • Jean Robinson, 244 Mississippi Drive, has agreed to provide the 371 sf of drainage and utility easement to construct the trail and associated drainage modifications with compensation in the amount of $646.04. Oakwood sidewalk easements: • Samuel Properties (lessor to McDonalds) has agreed to donate the 323 sf of permanent sidewalk easement and 813 sf of temporary construction easement for the project. They acknowledge the property will be assessed for the sidewalk improvements in accordance with the City's assessment policy. The easement documents are in the process of being signed at this time. • Realty Income Properties (Speedway/Super America) currently has agreed to donate the 791 sf of permanent sidewalk easement and is requesting City Council Agenda: 3/25/19 compensation for 3,795 sf of temporary construction easement for the project. Staff has offered $1,394.36 in compensation of the temporary easement and is awaiting their response. They are also requesting no cost contribution, including special assessments, for the construction of the sidewalk. It is recommended that Council approve the agreement as described above and if modifications are proposed, staff will present these to Council at a subsequent meeting. Al. Budget Impact: At this time, the compensation value totals approximately $7,040 for the properties described above and is to be funded by capital improvement funds. A2. Staff Workload Impact: City staff and WSB have worked with the property owners to execute the agreements. A3. Strategic Plan Impact: The completion of the proposed pathway system segments is in direct support of the Strategic Plan goal for "Creating and Preserving Sustainable Livability," which cites as a primary objective the development of a more walkable and bikeable community. Further, the completion of pathway connections supports the Strategic Plan goal to "Strengthen Monticello's Image as a Destination." B. ALTERNATIVE ACTIONS: 1. Consideration of approving easement agreements for the 2018 Pedestrian Improvement project, City Project 18C001 2. Motion to deny. C. STAFF RECOMMENDATION: Staff recommends Alternative No. 1. D. SUPPORTING DATA: A. Liberty Bank Easement Agreement B. Von Hanson's Easement Agreement C. Jean Robinson (244 Mississippi Drive) Easement Agreement D. Samuel Properties (lessor to McDonalds) Easement Agreement E. Realty Income Properties (Speedway/Super America) Draft Easement Agreement 2 (Reserved for recording) GRANT OF PERMANENT EASEMENT FOR TRAIL, DRAINAGE AND UTILITY PURPOSES LIBERTY BANK MINNESOTA, a chartered bank under the laws of Minnesota, "Grantor", in consideration of One and No/100 Dollar ($1.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby grant unto the CITY OF MONTICELLO, a municipal corporation organized under the laws of the State of Minnesota, Grantee, hereinafter referred to as the "City", its successors and assigns, a permanent easement for public trail, drainage and utility purposes over, on, across, under and through the land situated in the County of Wright, State of Minnesota, as legally described on the attached Exhibit "A" and depicted on the attached Exhibit `B". INCLUDING the rights of the City, its contractors, agents, servants, and assigns, to enter upon the permanent easement premises at all reasonable times to construct, reconstruct, inspect, repair, and maintain said public trail and drainage and utility systems over, across, on, under, and through the permanent easement premises, together with the right to grade, level, fill, drain, and excavate the permanent easement premises, and the further right to remove trees, bushes, undergrowth, and other obstructions interfering with the location, construction, and maintenance 200265v2 of said public trail, drainage and utility systems. The easements granted to the City are subject to Grantor's right to maintain the trail spur referenced below. The above named Grantor, for itself, its successors and assigns, does covenant with the City, its successors and assigns, that it is well seized in fee title of the above described easement premises; that it has the sole right to grant and convey the easements to the City; that there are no unrecorded interests in the easement premises. The City and Grantor agree to the following conditions to the permanent easement: A. The City will, at its cost, construct a 10 -foot wide trail spur off the CSAH 39 main trail to Grantor's parking lot. The location and width of the trail spur will be agreed to by the Grantor and the City. Following construction, Grantor will own and be responsible for maintenance of the trail spur. B. The City will, at its cost, install a storm sewer culvert in the drainage and utility easement to facilitate drainage under the trail spur connection. Following installation, the City will own and maintain the storm sewer culvert and main trail. C. Per current City ordinance standards, Grantor's building setback is measured from the property line and shall not be measured from the easement line. D. Grantor's property is located within the DNR Wild and Scenic River District and is subject to impervious surface requirements of City ordinance and will continue to be required to incorporate best management practices (BMPs) for any construction completed on the property. The main trail will not be considered in calculating the impervious surface of Grantor's property. E. Grantor will not be assessed for the construction or maintenance of the trail or drainage system. 200265v2 2 INTESTIMONY WHEREOF, the Grantor hereto has signed this document this day of 6^^" f 3 , 2017. GRANTOR;.rI,WERTY BANK MINNESOTA President/CEO STATE OF MINNESOTA ) ss. COUNTY OF S 7 ciM AIS ) The foregoing instrument was acknowledged before me this 13 day of Sfj�Q 14A P*-/ 201_9, by Mark Bragelman, the President/CEO of Liberty Bank Minnesota, a chartered bank under the laws of Minnesot ,n alf of the entity. �_..— Notary Public F-,,O,�,My DAVID J. MEYERS NOTARY PUBLIC - MINNESOTA Commission Expires Jan, 31, 2020 200265v2 IN TESTIMONY WHEREOF, the Grantee hereto has signed this document this day of ,201_. F, -6 GRANTBH: CITY OF MONTICELLO LM STATE OF MINNESOTA ) ) ss. COUNTY OF ) Brian Stumpf, Mayor The foregoing instrument was acknowledged before me this day of 201_, by Brian Stumpf, the mayor of the City of Monticello. 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 PH) 200265v2 4 EXHIBIT "A" TO GRANT OF PERMANENT EASEMENT A permanent easement for public trail purposes over, under, across and through that part of Lot 1, Block 1, Liberty Park, according to the plat thereof on file and of record in the office of the County Recorder, Wright County, Minnesota, more particularly described as follows: The southeasterly 8.00 feet of said Lot 1, as measured at a right angle to the southeast line of said Lot 1. Said easement contains 1,684 square feet. A permanent easement for drainage and utility purposes over, under, across and through that part of Lot 1, Block 1, Liberty Park, according to the plat thereof on file and of record in the office of the County Recorder, Wright County, Minnesota, lying southeasterly of a line more particularly described as follows: Commencing at the east corner of said Lot 1, thence North 54 degrees 05 minutes 28 seconds West, along the northeast line of said Lot 1, a distance of 18.23 feet; thence South 38 degrees 52 minutes 05 seconds West, a distance of 6.01 feet to a point on the southwest line of the existing drainage and utility easement per said Liberty Park, also being the point of beginning of the line to be described; thence continue South 38 degrees 52 minutes 05 seconds West, a distance of 131.36 feet; thence South 33 degrees 52 minutes 25 seconds West, a distance of 89.47 feet to the north line of said existing drainage and utility easement, there terminating. Said easement contains 2,083 square feet. [PIN: 155084001010; 1560 Hart Boulevard, Monticello, Minnesota (abstract)] 200265v2 EXHIBIT "B" TO GRANT OF PERMANENT EASEMENT / L.ILLFi I I Pn17K 7N Ir\ n r-% r-% -r'r%N1 vl tl 14 L; rw vl I Ivl v I I3 LE T/ poi Southwest line of drainage and / utility easement per Liberty Parke / Point of Beginning — j Existing drainage and utility easement / i�AF I /YT 4 (.� 4 North tine a1 drainage and ; utitltY easement per Ubert1 Park DRAINAGE AND UTILITY EASEMENT DESCRIPTION A drainage and utility easement, over, under and across that part of Lot 1, Block 1, Liberty Park, according to the plat and survey tihiereof on file and of record in the Office of the County Recorder in Wright County, Minnesota, Eying southeasterly of a line more particularly described as follows: Commencing at the east corner of said Lot 1, thence North 54 degrees 05 minutes 28 seconds West, along the northeast line of said Lot 1, a distance of 1823 feet; thence South 38 degrees 52 minutes 05 seconds West, a distance of 6.01 feet to a point an the southwest line of the existing drainage and utility easement per said Liberty Parte, also being the point of beginning of the line to be described; thence continue South 38 degrees 52 minutes 05 seconds Weal, a distance of 131.30 feet; thence South 33 degrees 52 minutes 25 seconds West, a distance of 89.47 feet to the north dine of said existing drainage and utility easement, there terminating. Said easement contains 2,083 square feet. - DENOTES DRAINAGE & UTILITY EASEMENT Prepared by A WS 200265v2 18.23 yh. ^> , f .. oo`t' 5 ia (AMOY r MW ®v & TRAIL EASEMENT DESCRIPTION A trail easement, over, under and across that part of Lot 1, Block 1. Liberty Park, according to the plat and survey thereof on file and of record in the Offrce of the County Recorder in Wright County, Minnesota, more particularly described as follows: The southeasterly 8.00 feet of said Lot 1, as measured at a right angle to the southeast line of said Lot 1. Said easement contains 1,684 square feet. um- DENOTES TRAIL EASEMENT 2018 Pedestrian Improvements Easement Exhibit Parcel 3 CSAH 39 Trail City of Monticello, Minnesota nw 4 4e SO t WSB Project No. 011473-00 Date: 1115119 CITY OF Montacell (Reserved for recording) GRANT OF PERMANENT EASEMENT FOR DRAINAGE PURPOSES VHM HOLDINGS, L.L.C., a Minnesota limited liability corporation, "Grantor", in consideration of Five -Thousand and 0/100 Dollars ($5,000.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby grant unto the CITY OF MONTICELLO, a Minnesota municipal corporation, the Grantee, hereinafter referred to as the "City", its successors and assigns, forever, a permanent easement for public drainage purposes over, across, on, under, and through land situated within the County of Wright, State of Minnesota, as described on the attached Exhibit "A" and depicted on the attached Exhibit `B" (the "Easement Property"). INCLUDING the rights of the City, its contractors, agents, servants, and assigns, to enter upon the Easement > ropeAy at alYrQasonable times to construct, reconstruct, inspect, repair, and maintain said public drainage system over, across, on, under, and through the Easement Property, together with the right to grade, level, fill, drain, and excavate the Easement Property, and the further right to remove trees, bushes, undergrowth, and other obstructions interfering with the location, construction, and maintenance of said public drainage system. 200267v2 The above named Grantor, for itself, its successors and assigns does covenant with the City, its successors and assigns, that it is well seized in fee title of the above described Easement Property; that it has the sole right to grant and convey the easement to the City; that there are no unrecorded interests in the Easement Property; and that it will indemnify and hold the City harmless for any breach of the foregoing covenants. IN TESTIMONY WHEREOF, the Grantors hereto have signed this agreement this day of /77&;j Z16 , 2011. GRANTOR: VHM HOLDINGS, L.L.C. Bylrkrr Gtr V� 6c) i Z. [print name] r �'r� C ► �P.Y' 7 [title] STATE OF MINNESOTA ) ( ss. COUNTY OF IJA "yd ) The foregoing instrument was acknowledged before me this 0--? day of >q /OA e-jL , 201 _t, by jf r� i (Yj ct C,�) V)Ci I - , the ��/1-� ^C1�Iz �'1 of VHM Holdings, L.L.C., Minnesota limited liability company, on behalf of the e ity. r J" , /" "�' P -Q � V, /I / Notary Public�/- i(/ V "s VICKI JAN LEERHOFF NOTARY PUBLIC - MINNESOTA • My Commission Expires 0//1/2011 �. r 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 2 200267v2 EXHIBIT "A" to GRANT OF PERMANENT EASEMENT A permanent easement for drainage purposes over, under, across and through that part of Lot 1, Block 1, Liberty Park Second Addition, according to the recorded plat thereof on file and of record in the office of the County Recorder, Wright County, Minnesota, more particularly described as follows: The northwest 7.00 feet of the southeast 19.00 feet of said Lot 1, except the southwest 6.00 feet and the northeast 12.00 feet thereof. Said easement contains 2,339 square feet. [PIN: 155231001010; 1580 Hart Boulevard, Monticello, Minnesota (abstract)] 3 200267v2 EXHIBIT "B" TO GRANT OF PERMANENT EASEMENT DRAINAGE EASEMENT DESCRIPTION A r- -T-\ L I I I I Ais I�',`� rte' P�An'rNle 4 0 L. %j ., I % ohlr-% Ar"%r-%l-rl/'\Kl L) I -It L..# L.� I I IVly Existing drainage. Wity and sidewalk easemerA A A.. A drainage easen*rt over• under and across that part e Lot 1, Block 1. Liberty Park 2nd Add iton. according to the plat and survey therear on file ard of record in the Office of the Register of Deeds in Whght County, Minnesota. r-o,c- particularly described as follows: The norwest -1.03 feet of Phe sa,,Ihear 16 03 fg-:,.et of said Lot 1, except the south-wes, 6. DC feet and the northeast 12. CC, leet thereon. Said easernv-d contains 2.339 square feet. DENOTE ES DRAINAGE EASEWENT N Prepared by: 2018 Pedestrian Improvements A Easement Exhibf�t WParcel 2 CSAH 39 Trail City of Monticello, Minnesota 4 200267v2 WSB Prviect NoL a11473-00 Daw 1/03119 ITY f1l LOMnticvuljo MORTGAGE HOLDER CONSENT TO EASEMENT RIVERWOOD BANK, organized and existing under the laws of the United States of America, which holds a mortgage on all or part of the property more particularly described in the foregoing Grant of Permanent Easement, which mortgage is dated November 3, 2014 and recorded November 4, 2014 as Document No. A1274756 with the office of the County Recorder for Wright County, Minnesota; and which mortgage has been modified by three Modification of Mortgage documents recorded as Document Nos. A1292221, A1301083, A1317163; for good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby join in, consent to, and is subject to the foregoing Grant of Permanent Easement. RIVERWOOD BANK LIDIA STATE OF ) (ss. COUNTY OF ) [print name] Its [title] [print name] Its [title] The foregoing instrument was acknowledged before me this day of 201by and , respectively the and of Riverwood Bank, organized and existing under the laws of the United States of America, on behalf of said entity. Notary Public DRAFTED BY: CAMPBELL KNUTSON, P.A. Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ 5 200267v2 (Reserved for recording) GRANT OF PERMANENT EASEMENT FOR DRAINAGE AND UTILITY PURPOSES JEAN K. ROBINSON, a single person, hereinafter referred to as "Grantor", in consideration of Six -Hundred Forty -Six and 04/100ths Dollars ($646.04) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby grant unto the CITY OF MONTICELLO, a Minnesota municipal corporation, the Grantee, hereinafter referred to as the "City", its successors and assigns, forever, a permanent easement for public drainage and utility purposes over, across, on, under, and through land situated within the County of Wright, State of Minnesota, as described on the attached Exhibit "A" and depicted on the attached Exhibit "B" (the "Easement Property"). INCLUDING the rights of the City, its contractors, agents, servants, and assigns, to enter upon the Easement Property at all reasonable times to construct, reconstruct, inspect, repair, and maintain said public drainage and utility systems over, across, on, under, and through the Easement Property, together with the right to grade, level, fill, drain, and excavate the Easement Property, and the further right to remove trees, bushes, undergrowth, and other obstructions interfering with the location, construction, and maintenance of said public drainage and utility systems. 200270v1 EXHIBIT "A" to GRANT OF PERMANENT EASEMENT A permanent easement for drainage and utility purposes over, under, across and through Lot 1, Block 3, Hoglund Addition, Wright County, Minnesota, lying southerly of a line more particularly described as follows: Commencing at the southwest corner of said Lot 1, thence South 86 degrees 05 minutes 01 seconds East, along the south line of said Lot 1, a distance of 91.66 feet to the point of beginning of the line to be described; thence North 84 degrees 05 minutes 22 seconds East, a distance of 37.34 feet; thence South 89 degrees 07 minutes 33 seconds East, a distance of 41.18 feet to the east line of said Lot 1, there terminating. Said easement contains 371 square feet. [PIN: 155014003010; 244 Mississippi Drive, Monticello, Minnesota (abstract)] zoo27ov] EXHIBIT "B" TO GRANT OF PERMANENT EASEMENT i J\ 7 L. t.J 1 *4 Lj 8 L%j A r-% r% 1 -r I t"% K I r-% U L,; I I I 1%j I N Point of Ccxnnwno9rnent SW comer of Lot I N64 VY22T S99*07"33"E W'*06'01'IE 91-66 F", ---1 37.34 41.18 ..... . East fine of Lot 1 ......... .... . ............ South line Of Lot I Point of S"jurig f'j r IV I r 11 L DRAINAGE AND UTILITY EASEMENT DESCRIPTION A drainage and uhTdy easement. otow, under and across that part of Lot 1. 81ock 3, HoWursd AddWon, acoonJing to the plat and survey thereof an file and of reoord in the Office of the Regider of Deeds in V%igW CounV. Mmnesota, lying soudwedydalire nwx pardo"ydesofiWasfallows, Convnencing at, #w soudwoest corner of sad Lot 1. thence South 815 degrees 05 remotes 01 seconds East, Wong the south line of said Lot 1. a distance of 91.813 feet to the point of beginning of the line to be described; !hence North 84 degrees W niinutes 22 seconds East a distance of 37.34 feet- Ownoe South 82 degrees U7 rKnutes 33 seconds East a distance of 41.1$ feet lo, the sag line of said Lot 1. #we tem*witirg. Said easement contains 371 squwe feet. 1*DENOTES DRAINAGE UT11JTY EASEMENT ..... ..... *' N M pw I a 40 w Prepared by: 2018 Pedestrian Improvements VdW Project No. 011473-W DX*- M8/18 A Easement Exhibit Parcel I WSB CSAH 39 Trail 0 City of Monticello, Minnesota 4 200270vt The above named Grantor, for herself, her heirs, and assigns does covenant with the City, its successors and assigns, that she is well seized in fee title of the above described Easement Property; that she has the sole right to grant and convey the easement to the City; that there are no unrecorded interests in the Easement Property; and that she will indemnify and hold the City harmless for any breach of the foregoing covenants. IN TESTIMONY WHEREOF, the Grantors hereto have signed this agreement this ZZday of cu,c,,�_,� , 201 ('t . GRANTOR: Je K. Robinson STATE OF MINNESOTA ) (SS. COUNTY OF 6 The foregoing instrument was acknowledged before me this day of 201 � , by Jean K. Robinson, a single person, Grantor. 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 2 200270v1 i..:' DEBRA ANN COLE Notary Public, State of Minnesota Comm. No. 20127153 • ` My Commission Expires 01/31/2020 MORTGAGE HOLDER CONSENT TO EASEMENT WELLS FARGO BANK, N.A., a National Association under the laws of the United States, which holds a mortgage on all or part of the property more particularly described in the foregoing Grant of Permanent Easement, which mortgage is dated August 30, 2013 and recorded September 13, 2013 as Document No. A1247384 with the office of the County Recorder for Wright County, Minnesota, for good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby join in, consent to, and is subject to the foregoing Grant of Permanent Easement. WELLS FARGO BANK, N.A. M And STATE OF ) (Ss. COUNTY OF ) [print name] Its [title] [print name] Its [title] The foregoing instrument was acknowledged before me this day of 201_, by and , respectively the and of Wells Fargo Bank, N.A., a National Association under the laws of the United States, 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 200270vl (Reserved for recording) GRANT OF PERMANENT AND TEMPORARY EASEMENT SAMUEL PROPERTIES AND CONSTRUCTION, INC., a Minnesota corporation, "Grantor", in consideration of One and No/100 Dollar ($1.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby grant unto the CITY OF MONTICELLO, a municipal corporation organized under the laws of the State of Minnesota, Grantee, hereinafter referred to as the "City", its successors and assigns, 1. A permanent easement for public sidewalk purposes over, on, across, under and through the land situated in the County of Wright, State of Minnesota, as legally described on the attached Exhibit "A" and depicted on the attached Exhibit `B" (the Permanent Easement Area"), including the rights of the City, its contractors, agents, servants, and assigns, to enter upon the Permanent Easement Area at all reasonable times to construct, reconstruct, inspect, repair, and maintain said public sidewalk over, across, on, under, and through the Permanent Easement Area, together with the right to grade, level, fill, drain, pave, and excavate the Permanent Easement Area, and the further right to remove trees, bushes, undergrowth, and other obstructions interfering with the location, construction, and maintenance of said public sidewalk. 1 200638v4 2. A temporary construction easement over, across, on, under and through the land situated in the County of Wright, State of Minnesota, as legally described on the attached Exhibit "A" and depicted on the attached Exhibit "B" (the "Temporary Easement Area"). To have and to hold the same, unto the City, its contractors, agents, servants and assigns, commencing upon the execution of this document and expiring October 1, 2019 together with the right of ingress to and egress from the Temporary Easement Area, for the purpose of constructing, reconstructing, inspecting, repairing, and maintaining the property of the City, at the will of the City, its successors and assigns. Grantor hereby grants the uses herein specified without divesting itself of the right to use and enjoy the above described Temporary Easement Area, subject only to the right of the City to use the same for the purposes herein expressed. The City and Grantor agree to the following conditions to the Grant of Temporary Construction Easement. 1) City will construct the Facilities in a good and workmanlike manner, and will keep the Facilities in good maintenance and repair at its sole cost and expense. 2) City will give written notice to Grantor at least 10 days before beginning any work in the Temporary Easement Area, which notice will specify the work to be performed and a date when the work will be completed. City will use its best efforts to complete the work by that date. 3) Unless otherwise agreed in writing, within 90 days after City completes any work in the Temporary Easement Area, City will restore the Temporary Easement Area to the same or better condition as it was in before City began the work and to a safe condition, and will remove all of its equipment, tools, trash and debris from the Temporary Easement Area. 4) Unless otherwise agreed in writing, City will not move, remove or demolish any of Grantor's signs, located within the Temporary Easement Area, the access drives, curbing or other improvements will not be disturbed except where needed to construct the sidewalk, pedestrian ramp and appurtenant work. 5) City will separate by cones or other appropriate construction safety barriers ("cone off') the Temporary Easement Area while City performs any work in the Temporary Easement Area. 6) City will perform all work in such a manner so as to not unduly disrupt the operation of the McDonald's restaurant on Grantor's property. City will "cone off' no more than 4 parking 2 200638v4 stalls at any one time, and will not "cone off' or block in any manner more than half of any access drive at any time, allowing at least one lane open at all times in each access drive for vehicular traffic. 7) City will not park on or store, except during construction operations, any construction vehicles, equipment or materials within the Temporary Easement Area or on Grantor's abutting property. 8) If any damage occurs to Grantor's property or any improvements thereon arising out of, related to, or as a consequence of any of City's work in the Temporary Easement Area, Grantor promptly will notify City in writing of the damage. Unless otherwise agreed by the parties, City will repair the damage (or commence and diligently pursue repairing the damage) within 30 days after receipt of Grantor's notice. 9) If City defaults under any provision of the temporary easement agreement, in addition to any other remedies available in law or equity, Grantor will be entitled to: 1) terminate this temporary easement on written notice; 2) obtain specific performance or any other appropriate equitable relief against City; and/or 3) in the case of incomplete repairs, Grantor may complete the necessary repairs, and City promptly will pay Grantor for the actual cost of the repairs plus 20% for overhead costs and expenses. 10) City will hold harmless and indemnify Grantor, its lessees, licensees, employees, agents, contractors and assigns, and each of their lessees, licensees, employees, agents, contractors and assigns, against any and all claims, liabilities and costs (including, but not limited to reasonable attorney's fees) for injuries to any person and damage to any property arising out of, in connection with, or as a result or consequence of City's work in and/or use of the Temporary Easement Area. The above named Grantor, for itself, its successors and assigns, does covenant with the City, its successors and assigns, that it is well seized in fee title of the above described Permanent Easement Area and Temporary Easement Area; that it has the sole right to grant and convey the easements to the City; that there are no unrecorded interests in the Permanent Easement Area; that there are no unrecorded interests in the Temporary Easement Area; and that it will indemnify and hold the City harmless for any breach of the foregoing covenants. IN TESTIMONY WHEREOF, the Grantor hereto has signed this document this day of 92019. 3 200638v4 GRANTOR: SAMUEL PROPERTIES AND CONSTRUCTION, INC. LOW [print name] [title] STATE OF MINNESOTA ) ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of 2019, by , the of Samuel Properties and Construction, Inc., a Minnesota corporation, on behalf of said corporation. Notary Public THIS INSTRUMENT WAS 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/smt 4 200638v4 EXHIBIT "A" TO GRANT OF PERMANENT AND TEMPORARY EASEMENT Permanent Easement Legal Description: A permanent easement for sidewalk purposes over, under, and across that part of Lot 1, Block 1, Monticello I-94 Tri Plaza, as is on file and of record in the Office of the County Recorder, Wright County, Minnesota, said permanent easement lies northwesterly and southwesterly of the following described line: Commencing at the southerly most corner of said Lot 1; thence North 48 degrees 23 minutes 23 seconds West, assumed bearing along the southwesterly line thereof, 7.85 feet to the point of beginning of said line to be hereinafter described; thence North 22 degrees 01 minutes 53 seconds East, 9.28 feet; thence North 48 degrees 24 minutes 36 seconds West, 41.58 feet to the westerly line of said Lot 1, and there terminating. Temporary Easement Legal Description: A temporary easement for construction purposes over, under, and across that part of Lot 1, Block 1, Monticello I-94 Tri Plaza, as is on file and of record in the Office of the County Recorder, Wright County, Minnesota, said temporary easement is described as follows: The southwesterly 20 feet of said Lot 1 EXCEPT That part of said Lot 1 which lies northwesterly and southwesterly of the follow described line: Commencing at the southerly most corner of said Lot 1; thence North 48 degrees 23 minutes 23 seconds West, assumed bearing along the southwesterly line thereof, 7.85 feet to the point of beginning of said line to be hereinafter described; thence North 22 degrees 01 minutes 53 seconds East, 9.28 feet; thence North 48 degrees 24 minutes 36 seconds West, 41.58 feet to the westerly line of said Lot 1, and there terminating. Said temporary easement will expire October 1, 2019. 5 200638v4 EXHIBIT `B" TO GRANT OF PERMANENT ANDTEMPORARY EASEMENT t 1F�ty�II��L IL.� LvI L 1^-r4 L-4�J I I .• IYESTEfaY �'`•� LME LOT 1 P& ff-LLIZ WN 1T5 7101D 4.rL1_+ LmE L&r 1 - N�Ydi'S3'E Fk4r""W- F'm 1L'4 -F k M-ey TEWP{IRARY COUMLUMON EAMWE.T i1° 2.3 FF. PEFAq&NT!9DENN" EASEWEW MSG Ff Oakwood Sidewalk Fstar`c;n.ti A1W Easement Emit Wsb Farrel 3 �� of Marrdcella_ A+linnesat3 200638v4 200638v4 M vim Nti 51 147346 Oyu 2 hh o cello LESSEE'S CONSENT TO GRANT OF PERMANENT AND TEMPORARY EASEMENT McDONALD'S CORPORATION, a Delaware corporation, which has a lease holder's interest in all or part of the property more particularly described in the foregoing Grant of Permanent and Temporary Easement pursuant to that certain unrecorded Lease with SAMUEL PROPERTIES AND CONSTRUCTION, INC., dated May 3, 1979 as disclosed by a Memorandum of Lease recorded July 18, 1979 as Document No. 339630 with the office of the County Recorder for Wright County, Minnesota, and which lease has been amended by Document Nos. 339631 and 3344943, for good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby join in consents to, and is subject to the foregoing Grant of Permanent and Temporary Easement. Dated this day of , 2019 McDONALD'S CORPORATION Its: STATE OF ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of 2019, by the of McDonald's Corporation, a Delaware corporation, on behalf of said corporation. NOTARY PUBLIC THIS INSTRUMENT WAS 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/smt 200638v4 (Reserved for recording) GRANT OF PERMANENT AND TEMPORARY EASEMENT REALTY INCOME PROPERTIES 3, LLC, a Delaware limited liability company, "Grantor", in consideration of One -Thousand Three Hundred Ninety -Four and 36/100ths Dollars ($1,394.36) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby grant unto the CITY OF MONTICELLO, a municipal corporation organized under the laws of the State of Minnesota, Grantee, hereinafter referred to as the "City", its successors and assigns, 1. A permanent easement for public sidewalk purposes over, on, across, under and through the land situated in the County of Wright, State of Minnesota, as legally described on the attached Exhibit "A" and depicted on the attached Exhibit "B" (the "Permanent Easement Area"), including the rights of the City, its contractors, agents, servants, and assigns, to enter upon the Permanent Easement Area at all reasonable times to construct, reconstruct, inspect, repair, and maintain said public sidewalk over, across, on, under, and through the Permanent Easement Area, together with the right to grade, level, fill, drain, pave, and excavate the Permanent Easement Area, and the further right to remove trees, bushes, undergrowth, and other obstructions interfering with the location, construction, and maintenance of said public sidewalk. 2006360 1 The City and Grantor agree to the following conditions to the Grant of Permanent Easement: 1) The City will, at its cost, construct the public sidewalk located within the Permanent Easement Area. 2) The City will not levy special assessments to the subject property for construction of the public sidewalk located within the Permanent Easement Area. 2. A temporary construction easement over, across, on, under and through the land situated in the County of Wright, State of Minnesota, as legally described on the attached Exhibit "A" and depicted on the attached Exhibit `B" (the "Temporary Easement Area"). To have and to hold the same, unto the City, its contractors, agents, servants and assigns, commencing upon the execution of this document and expiring October 1, 2019 together with the right of ingress to and egress from the Temporary Easement Area, for the purpose of constructing, reconstructing, inspecting, repairing, and maintaining the property of the City, at the will of the City, its successors and assigns. Grantor hereby grants the uses herein specified without divesting itself of the right to use and enjoy the above described Temporary Easement Area, subject only to the right of the City to use the same for the purposes herein expressed. The City and Grantor agree to the following conditions to the Grant of Temporary Construction Easement. 1) City will construct the Facilities in a good and workmanlike manner, and will keep the Facilities in good maintenance and repair at its sole cost and expense. 2) City will give written notice to Grantor at least 10 days before beginning any work in the Temporary Easement Area, which notice will specify the work to be performed and a date when the work will be completed. City will use its best efforts to complete the work by that date. 3) Unless otherwise agreed in writing, within 90 days after City completes any work in the Temporary Easement Area, City will restore the Temporary Easement Area to the same or 2006360 2 better condition as it was in before City began the work and to a safe condition, and will remove all of its equipment, tools, trash and debris from the Temporary Easement Area. 4) Unless otherwise agreed in writing, City will not move, remove or demolish any of Grantor's signs, located within the Temporary Easement Area, the access drives, curbing or other improvements will not be disturbed except where needed to construct the sidewalk, pedestrian ramp and appurtenant work. 5) City will separate by cones or other appropriate construction safety barriers ("cone off') the Temporary Easement Area while City performs any work in the Temporary Easement Area. 6) City will perform all work in such a manner so as to not unduly disrupt the operation of the convenience store on Grantor's property. City will "cone off' no more than 4 parking stalls at any one time, and will not "cone off' or block in any manner more than half of any access drive at any time, allowing at least one lane open at all times in each access drive for vehicular traffic. 7) City will not park on or store, except during construction operations, any construction vehicles, equipment or materials within the Temporary Easement Area or on Grantor's abutting property. 8) If any damage occurs to Grantor's property or any improvements thereon arising out of, related to, or as a consequence of any of City's work in the Temporary Easement Area, Grantor promptly will notify City in writing of the damage. Unless otherwise agreed by the parties, City will repair the damage (or commence and diligently pursue repairing the damage) within 30 days after receipt of Grantor's notice. 9) If City defaults under any provision of the temporary easement agreement, in addition to any other remedies available in law or equity, Grantor will be entitled to: 1) terminate this temporary easement on written notice; 2) obtain specific performance or any other appropriate equitable relief against City; and/or 3) in the case of incomplete repairs, Grantor may complete the necessary repairs, and City promptly will pay Grantor for the actual cost of the repairs plus 20% for overhead costs and expenses. 10) City will hold harmless and indemnify Grantor, its lessees, licensees, employees, agents, contractors and assigns, and each of their lessees, licensees, employees, agents, contractors and assigns, against any and all claims, liabilities and costs (including, but not limited to reasonable attorney's fees) for injuries to any person and damage to any property arising out of, in connection with, or as a result or consequence of City's work in and/or use of the Temporary Easement Area. The above named Grantor, for itself, its successors and assigns, does covenant with the City, its successors and assigns, that it is well seized in fee title of the above described 2006360 3 Permanent Easement Area and Temporary Easement Area; that it has the sole right to grant and convey the easements to the City; that there are no unrecorded interests in the Permanent Easement Area; that there are no unrecorded interests in the Temporary Easement Area; and that it will indemnify and hold the City harmless for any breach of the foregoing covenants. IN TESTIMONY WHEREOF, the Grantor hereto has signed this document this day of 12019. GRANTOR: REALTY INCOME PROPERTIES 3, LLC a STATE OF MINNESOTA ) ss. COUNTY OF ) Its The foregoing instrument was acknowledged before me this day of 2019, by , the of Realty Income Properties 3, LLC, a Delaware limited liability company, on behalf of said limited liability company. Notary Public THIS INSTRUMENT WAS 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/smt 2006360 4 EXHIBIT "A" TO GRANT OF PERMANENT AND TEMPORARY EASEMENT Permanent Easement Description A permanent easement for sidewalk purposes over, under, and across that part of Lot 3, Block 1, Monticello I-94 Tri Plaza, as is on file and of record in the Office of the County Recorder, Wright County, Minnesota, said permanent easement is described as follows: Commencing at the westerly most corner of said Lot 3; thence South 48 degrees 23 minutes 23 seconds East, assumed bearing along the southwesterly line thereof, 37.98 feet to the point of beginning of said easement to be hereinafter described; thence North 41 degrees 36 minutes 37 seconds East, perpendicular to said southwesterly line 6.01 feet; thence South 48 degrees 19 minutes 41 seconds East, 59.09 feet; thence South 39 degrees 40 minutes 14 seconds East, 19.97 feet; thence South 48 degrees 18 minutes 38 seconds East, 8.94 feet; thence South 56 degrees 56 minutes 08 seconds East, 20.00 feet; thence South 48 degrees 18 minutes 38 seconds East, 28.41 feet; thence South 61 degrees 49 minutes 35 seconds West, 6.22 feet to said southwesterly line; thence North 48 degrees 23 minutes 23 seconds West, along said southwesterly line, 133.81 feet to the point of beginning, and there terminating. A permanent easement for sidewalk purposes over, under, and across that part of Lot 3, Block 1, Monticello I-94 Tri Plaza, as is on file and of record in the Office of the County Recorder, Wright County, Minnesota, said permanent easement is described as follows: Beginning at the southerly most corner of said Lot 3; thence North 33 degrees 27 minutes 22 seconds East, assumed bearing along the southeasterly line thereof, 6.73 feet; thence North 52 degrees 18 minutes 31 seconds West, 13.48 feet; thence South 12 degrees 16 minutes 28 seconds West, 6.58 feet to the southwesterly line of said Lot 3; thence South 48 degrees 23 minutes 23 seconds East, along said southwesterly line, 11.18 feet to the point of beginning, and there terminating. Temporary Easement Description A temporary easement for construction purposes over, under, and across that part of Lot 3, Block 1, Monticello I-94 Tri Plaza, as is on file and of record in the Office of the County Recorder, Wright County, Minnesota, said temporary easement is described as follows: The southwesterly 20 feet of said Lot 3 2006360 5 EXCEPT Commencing at the westerly most corner of said Lot 3; thence South 48 degrees 23 minutes 23 seconds East, assumed bearing along the southwesterly line thereof, 37.98 feet to the point of beginning of said easement to be hereinafter described; thence North 41 degrees 36 minutes 37 seconds East, perpendicular to said southwesterly line 6.01 feet; thence South 48 degrees 19 minutes 41 seconds East, 59.09 feet; thence South 39 degrees 40 minutes 14 seconds East, 19.97 feet; thence South 48 degrees 18 minutes 38 seconds East, 8.94 feet; thence South 56 degrees 56 minutes 08 seconds East, 20.00 feet; thence South 48 degrees 18 minutes 38 seconds East, 28.41 feet; thence South 61 degrees 49 minutes 35 seconds West, 6.22 feet to said southwesterly line; thence North 48 degrees 23 minutes 23 seconds West, along said southwesterly line, 133.81 feet to the point of beginning, and there terminating. ALSO EXCEPTING Beginning at the southerly most corner of said Lot 3; thence North 33 degrees 27 minutes 22 seconds East, assumed bearing along the southeasterly line thereof, 6.73 feet; thence North 52 degrees 18 minutes 31 seconds West, 13.48 feet; thence South 12 degrees 16 minutes 28 seconds West, 6.58 feet to the southwesterly line of said Lot 3; thence South 48 degrees 23 minutes 23 seconds East, along said southwesterly line, 11.18 feet to the point of beginning, and there terminating. 2006360 6 EXHIBIT `B" TO GRANT OF PERMANENT AND TEMPORARY EASEMENT I FST � � , GO Gi E U0479;ELLQ WN FD , 5SQMI090 • � II _-v 7 I OD i aivWam �•� 39tr'�t,�E ��' X7141 +t -r'' 8 W ��5E,30'iE UEidY LTf L&T g TB4NOR RY Wrc�TRLICTICH EAMvEnf 9,704 l]. Fr. PERWL EhR910E4kW1{EA2EMEW -m W. Fr. Pfe�ar�d b�' Oakwaod Sidewalk Exhe^ s cr Easement Exhbit ws Parcel 2 �f Cit}' of Ma^licella- Minnesata 2006360 $ F {r, r� 9,2-102 4k h14eIas-1'.W a 3, 1948 E �it�2T22' LrcrE, k�kdTS ,1,0 L K44T Cf "rodhk. d�'1#far 1w0�- L41+�'1 ER L ❑' s TB4NOR RY Wrc�TRLICTICH EAMvEnf 9,704 l]. Fr. PERWL EhR910E4kW1{EA2EMEW -m W. Fr. Pfe�ar�d b�' Oakwaod Sidewalk Exhe^ s cr Easement Exhbit ws Parcel 2 �f Cit}' of Ma^licella- Minnesata 2006360 LESSEE'S CONSENT TO GRANT OF PERMANENT EASEMENT NORTHERN TIER RETAIL LLC, a Delaware limited liability company, which has a leaseholder's interest in all or part of the property more particularly described in the foregoing Grant of Permanent Easement pursuant to that certain Lease with REALTY INCOME PROPERTIES 3, LLC, dated December 1, 2010 and recorded December 14, 2010 as Document No. A1164466 with the office of the County Recorder for Wright County, Minnesota, for good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby join in, consents to, and is subject to the foregoing Grant of Permanent and Temporary Easement. NORTHERN TIER RETAIL LLC Its: STATE OF ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of 2019, by the of Northern Tier Retail LLC, a Delaware limited liability company, on behalf of said limited liability company. NOTARY PUBLIC THIS INSTRUMENT WAS 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/smt 2006360 City Council Agenda: 3/25/19 2N. Consideration of adopting Resolution 2019-25 accepting bids and awarding contract to New Look Contracting, Inc. in the amount of $432,106 for the 2018 Pedestrian Improvement vroiect, Citv Proiect 18CO01 (ML) A. REFERENCE AND BACKGROUND: The project consists of- 6-foot £6-foot wide sidewalk extensions along: o South side of 6th Street between Walnut Street and TH 25 o South side of 7th Street between Cedar Street and the post office o North side of Oakwood Drive between TH 25 and Cedar Street o South side of Bakken Street between Garvey Court to the Rolling Woods Park. 10 -foot wide trail extension along CR 39 between Mississippi Drive and Broadway Street and associated signal revisions to allow pedestrian activated crossings at Broadway Street. The project was previously bid on July 12, 2018 with one bid submitted by Barber Construction Co., Inc. in the amount of $645,723. It was recommended that City Council reject the bid as it was not competitive, reasonable, and was significantly higher than the Engineer's Estimate. On July 23, 2018, the City Council rejected bids and authorized re -bidding of this project for the spring of 2019. Bids for the project were received and opened on Thursday, March 14, 2019 at 10:30 a.m. The City received 3 bids, with the lowest bid submitted by New Look Contracting, Inc. The following table lists all bids received for the project. Engineer's New Look Barber Contracting, Land Pride, LLC Construction Estimate Inc. Co, Inc. Total Bid $404,048.00 $432,106.00 $489,633.85 $583,444.00 It is recommended to award the bid to New Look Contracting, Inc. in the amount of $432,106 as they are the lowest responsible bidder satisfying all bidding requirements. Even though their bid is higher than the Engineer's Estimate, given the scale and nature of the project, their bid is not unreasonable. As noted in Agenda Item 2M, easement agreements are pending for the Oakwood sidewalk improvements. The project contract indicates that the City reserves the right to delete this portion of the project if easements are not acquired by May 1, 2019. It is anticipated that these easement agreements will be executed, therefore it is recommended to award the project at this time. The contract specifies that all work shall be substantially complete, including sidewalk/trail construction and restoration by August 1, 2019 with final punch list items complete by August 30, 2019. In addition, each of the 5 project areas are to be substantially completed within 4 weeks of removals or ground disturbance commencing and have continuous construction operations for each area. City Council Agenda: 3/25/19 Al. Budget Impact: Using New Look Contracting, Inc.'s bid of $432,106, the estimated total project cost is $565,000, which includes easement acquisition, legal, engineering and administrative costs. This item exceeds the original $270,000 construction budget by $162,106 plus staking and inspections. The excess will be absorbed by the Park and Pathways Fund, which has multiple revenue sources, including the Liquor Fund. The city will assess nearly $46,000 to non -city properties. Wright County Highway Department's cost share policy does not include cost sharing in the CR 39 trail project at this time. A2. Staff Workload Impact: It is anticipated that WSB will be utilized for construction staking and construction administration services. A3. Strategic Plan Impact: The completion of the proposed pathway system segments is in direct support of the Strategic Plan goal for "Creating and Preserving Sustainable Livability," which cites as a primary objective the development of a more walkable and bikeable community. Further, the completion of pathway connections supports the Strategic Plan goal to "Strengthen Monticello's Image as a Destination." B. ALTERNATIVE ACTIONS: 1. Motion to adopt Resolution 2019-25 accepting bids and awarding contract to New Look Contracting, Inc. in the amount of $432,106.00 for the 2018 Pedestrian Improvement project, City Project 18C001 2. Motion to reject bids at this time. C. STAFF RECOMMENDATION: Staff recommends Alternative #1. D. SUPPORTING DATA: A. Resolution 2019-25 B. Letter of Recommendation C. Bid Summary & Tabulation D. Project Map 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2019-25 ACCEPTING BIDS AND AWARDING CONTRACT FOR THE 2018 PEDESTRIAN IMPROVEMENT PROJECT, CITY PROJECT NO. 18CO01 WHEREAS, pursuant to an advertisement for bids for the project which included a base bid only. The project includes sidewalk and trail improvements along 6th Street between Walnut Street and TH 25, 7th Street between Cedar Street and the post office, Oakwood Drive between TH 25 and Cedar Street, Bakken Street between Garvey Court to the Rolling Woods Park, and for a trail along CR 39 between Mississippi Drive and Broadway Street. Bids were received, opened, and tabulated, and the following bids were found to comply with the advertisement for bids: Contractor Bid New Look Contracting, Inc. $432,106.00 Land Pride Construction, LLC $489,633.85 Barber Construction Co,. Inc. $583,444.00 WHEREAS, the bid from New Look Contracting, Inc. in the amount of $432,106.00 for the total bid for construction of said improvements for the 2018 Pedestrian Improvements Project, in accordance with the approved plans and specifications and advertisement of bids, is the lowest responsible bidder and shall be herby accepted. NOW THEREFORE, BE IT RESOL VED BY THE CITY OF MONTICELLO, MINNESOTA 1) The Mayor and City Administrator are hereby authorized and directed to enter into a contract with said bidder for the construction of said improvements on behalf of the City of Monticello. 2) The City Administrator is hereby authorized and directed to return forthwith to all bidders the deposits made with their bids, except that the deposit of the successful bidder and the next lowest bidder shall be retained until a contract has been executed. ADOPTED BYthe Monticello City Council, this 25th day of March, 2019. CITY OF MONTICELLO Brian Stumpf, Mayor ATTEST: Jeff O'Neill, City Administrator wsb March 14, 2019 Honorable Mayor and City Council City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: 2018 Pedestrian Improvement Project City of Monticello Project No. 18COO1 WSB Project No. R-011473-000 Dear Mayor and Council Members: Bids were received for the above -referenced project on Thursday, March 14, 2019, and were opened and read aloud. Three bids were received. The bids were checked for mathematical accuracy and tabulated. Please find enclosed the bid tabulation indicating New Look Contracting, o Inc., Rogers, Minnesota, as the low bidder with a grand total bid amount of $432,106.00. The 0 Engineer's Estimate for the project was $404,048.00. z W U) We recommend that the City Council consider these bids and award a contract for the grand total bid in the amount of $432,106.00 to New Look Contracting, Inc, based on the results of the bids 0 received. 0 CO If you have any questions, please call me at 763.287.7162. CO Sincerely, a z 0 a a w z z 2 0 0 M LU U) T LU D z w a a z w x 0 WSB IA�" - ,t -P. 45s5lAIL, Shibani K. Bisson, PE Senior Project Manager Attachments cc: Matt Leonard, City of Monticello Jon Mitchell, New Look Contracting, Inc. ar KA011473-000\Admin\Construction Admin\Rebid\R-011473-000 LOR-031419.docx BID TABULATION SUMMARY PROJECT: 2018 Pedestrian Improvement Project OWNER: City of Monticello, MN CITY PROJECT NO.: 18CO01 WSB PROJECT NO.: R-011473-000 Bids Opened: March 14, 2019, 10:30 a.m. Contractor 1 New Look Contracting, Inc. 2 Land Pride Construction, LLC 3 Barber Construction Co., Inc. Engineer's Opinion of Cost Bid Security (5%) X X X Grand Total Bid $432,106.00 $489,633.85 $583,444.00 $404,048.00 I hereby certify that this is a true and correct tabulation of the bids as received on March 14, 2019. 1A �� - i - e f--, "yopL, Shibani K. Bisson, PE, Senior Project Manager Denotes corrected figure K:1011473-000IAdminlConstruction AdminlRebidlR-011473-000 Bid Tab Summary -031419 WSJ WSB Project Bid Abstract 3/14/2019 Project Name: MONT- 2018 PEDESTRIAN Contract No.: IMPROVEMENT PROJECT Client: City of Monticello Project No.: R-011473-000 Bid Opening: 03/14/2019 10:30 AM Owner: Minneapolis Denotes Corrected Figure Project: R-011473-000 - MONT- 2018 PEDESTRIAN IMPROVEMENT PROJECT Engineers Estimate New Look Contracting, Inc. Land Pride Construction, LLC Barber Construction Co., Inc. Line No. Item Units QuantitJ Unit Price ITotal Price Unit Price Total Price Unit Price Total Price Unit Price ITotal Price ISCHEDULE A - 6TH STREET IMPROVEMENTS 11 2021.501 MOBILIZATION LS 1 $2,500.00 $2,500.00 $5,000.00 $5,000.00 $2,000.00 $2,000.00 $4,000.00 $4,000.00 12 2101.502 CLEARING TREE 3 $800.00 $2,400.00 $575.00 $1,725.00 $200.00 $600.00 $2,000.00 $6,000.00 13 2101.507 GRUBBING TREE 3 $800.00 $2,400.00 $460.00 $1,380.00 $200.00 $600.00 $2,000.00 $6,000.00 14 2104.501 REMOVE CURB & GUTTER L F 130 $12.00 $1,560.00 $12.00 $1,560.00 $7.00 $910.00 $35.00 $4,550.00 15 2104.503 REMOVE CONCRETE WALK S F 225 $5.00 $1,125.00 $5.00 $1,125.00 $4.50 $1,012.50 $7.00 $1,575.00 16 2104.503 REMOVE CONCRETE DRIVEWAY PAVEMENT S F 200 $5.00 $1,000.00 $5.00 $1,000.00 $5.50 $1,100.00 $10.00 $2,000.00 17 2104.503 REMOVE BITUMINOUS PAVEMENT S F 460 $4.00 $1,840.00 $5.00 $2,300.00 $5.50 $2,530.00 $4.00 $1,840.00 18 2104.601 SALVAGE AND REINSTALL LANDSCAPE STRUCTURES LS 1 $1,800.00 $1,800.00 $3,500.00 $3,500.00 $1,000.00 $1,000.00 $5,000.00 $5,000.00 19 2105.501 COMMON EXCAVATION C Y 70 $18.00 $1,260.00 $30.00 $2,100.00 $48.00 $3,360.00 $30.00 $2,100.00 110 2105.523 COMMON BORROW (CV) C Y 10 $36.00 $360.00 $30.00 $300.00 $58.00 $580.00 $50.00 $500.00 I11 2231.501 BITUMINOUS PATCHING MIXTURE TON 18 $200.00 $3,600.00 $225.00 $4,050.00 $272.00 $4,896.00 $300.00 $5,400.00 112 2411.618 MODULAR BLOCK RETAINING WALL S F 60 $40.00 $2,400.00 $55.00 $3,300.00 $60.00 $3,600.00 $60.00 $3,600.00 113 2502.601 IRRIGATION SYSTEM PROVISION LS 1 $2,000.00 $2,000.00 $2,000.00 $2,000.00 $2,000.00 $2,000.00 $2,000.00 $2,000.00 114 2521.501 4" CONCRETE WALK S F 1330 $8.00 $10,640.00 $6.00 $7,980.00 $8.35 $11,105.50 $10.00 $13,300.00 115 2521.501 6" CONCRETE WALK S F 235 $11.00 $2,585.00 $15.00 $3,525.00 $16.10 $3,783.50 $17.00 $3,995.00 116 2531.501 CONCRETE CURB & GUTTER DESIGN B618 L F 130 $26.00 $3,380.00 $30.00 $3,900.00 $32.00 $4,160.00 $75.00 $9,750.00 117 2531.618 TRUNCATED DOMES S F 28 $56.00 $1,568.00 $58.00 $1,624.00 $53.00 $1,484.00 $70.00 $1,960.00 118 2563.601 TRAFFIC CONTROL LS 1 $2,800.00 $2,800.00 $1,000.00 $1,000.00 $770.00 $770.00 $2,500.00 $2,500.00 119 2564.602 RELOCATE SIGN EACH 2 $650.00 $1,300.00 $215.00 $430.00 $187.00 $374.00 $400.00 $800.00 120 2573.530 STORM DRAIN INLET PROTECTION EACH 5 $250.00 $1,250.00 $225.00 $1,125.00 $300.00 $1,500.00 $300.00 $1,500.00 121 2573.533 SEDIMENT CONTROL LOG TYPE WOOD FIBER L F 275 $5.00 $1,375.00 $6.00 $1,650.00 $13.00 $3,575.00 $6.00 $1,650.00 122 2574.525 COMMON TOPSOIL BORROW C Y 35 $35.00 $1,225.00 $55.00 $1,925.00 $48.00 $1,680.00 $40.00 $1,400.00 123 2575.505 SODDING TYPE SALT TOLERANT S Y 335 $7.00 $2,345.00 $22.00 $7,370.00 $15.00 $5,025.00 $20.00 $6,700.00 1 Total SCHEDULE A - 6TH STREET IMPROVEMENTS: $52,713.00 $59,869.00 $57,645.50 $88,120.00 Page 1 Project: R-011473-000 - MONT- 2018 PEDESTRIAN IMPROVEMENT PROJECT Engineers Estimate New Look Contracting, Land Pride Barber Construction Inc. Construction, LLC Co., Inc. ILine No. Item Units Quantity Unit Price ITol Price Unit Price (Total Price Unit Pr I Unit Price ITotal Price ISCHEDULE B - 7TH STREET IMPROVEMENTS 124 2021.501 MOBILIZATION LS 1 125 2104.501 REMOVE SEWER PIPE (STORM) L F 16 126 2104.501 REMOVE CURB & GUTTER L F 60 127 2104.503 REMOVE CONCRETE WALK S F 100 128 2104.503 REMOVE CONCRETE DRIVEWAY PAVEMENT S F 125 129 2104.503 REMOVE BITUMINOUS PAVEMENT S F 245 130 2104.509 REMOVE DRAINAGE STRUCTURE EACH 1 131 2104.601 SALVAGE AND REINSTALL LANDSCAPE STRUCTURES LS 1 132 2105.501 COMMON EXCAVATION C Y 65 133 2105.523 COMMON BORROW (CV) C Y 10 134 2231.501 BITUMINOUS PATCHING MIXTURE TON 10 135 2502.601 IRRIGATION SYSTEM PROVISION LS 1 136 2503.511 15" RC PIPE SEWER CLASS V L F 18 137 2503.511 24" RC PIPE SEWER CLASS III L F 20 138 2503.602 CONNECT TO EXISTING STORM SEWER EACH 2 139 2506.501 CONST DRAINAGE STRUCTURE DES 48-4020 L F 4 140 2506.501 CONST DRAINAGE STRUCTURE DES 60-4020 L F 7 141 2506.516 CASTING ASSEMBLY EACH 2 142 2506.522 ADJUST FRAME & RING CASTING EACH 3 143 2521.501 4" CONCRETE WALK S F 1300 144 2531.501 CONCRETE CURB & GUTTER DESIGN B618 L F 60 145 2563.601 TRAFFIC CONTROL LS 1 146 2573.530 STORM DRAIN INLET PROTECTION EACH 8 147 2573.533 SEDIMENT CONTROL LOG TYPE WOOD FIBER L F 235 148 2574.525 COMMON TOPSOIL BORROW C Y 35 149 2575.505 SODDING TYPE SALT TOLERANT S Y 325 1 Total SCHEDULE B - 7TH STREET IMPROVEMENTS: ISCHEDULE C - OAKWOOD DRIVE IMPROVEMENTS 150 2021.501 MOBILIZATION LS 1 151 2104.501 REMOVE CURB & GUTTER L F 75 152 2104.503 REMOVE CONCRETE WALK S F 150 153 2104.503 REMOVE BITUMINOUS PAVEMENT S F 1510 154 2105.501 COMMON EXCAVATION C Y 70 155 2105.523 COMMON BORROW (CV) C Y 30 $2,500.00 $2,500.00 $5,000.00 $5,000.00 $2,000.00 $2,000.00 $3,500.00 $3,500.00 $26.00 $416.00 $20.00 $320.00 $28.00 $448.00 $40.00 $640.00 $12.00 $720.00 $12.00 $720.00 $7.00 $420.00 $25.00 $1,500.00 $5.00 $500.00 $5.00 $500.00 $4.50 $450.00 $5.00 $500.00 $5.00 $625.00 $5.00 $625.00 $5.50 $687.50 $4.00 $500.00 $4.00 $980.00 $5.00 $1,225.00 $5.50 $1,347.50 $4.00 $980.00 $1,200.00 $1,200.00 $750.00 $750.00 $1,000.00 $1,000.00 $2,000.00 $2,000.00 $1,800.00 $1,800.00 $1,500.00 $1,500.00 $1,000.00 $1,000.00 $3,500.00 $3,500.00 $18.00 $1,170.00 $30.00 $1,950.00 $48.00 $3,120.00 $25.00 $1,625.00 $36.00 $360.00 $30.00 $300.00 $58.00 $580.00 $49.00 $490.00 $200.00 $2,000.00 $225.00 $2,250.00 $318.00 $3,180.00 $300.00 $3,000.00 $2,000.00 $2,000.00 $2,000.00 $2,000.00 $2,000.00 $2,000.00 $2,000.00 $2,000.00 $78.00 $1,404.00 $100.00 $1,800.00 $126.00 $2,268.00 $65.00 $1,170.00 $90.00 $1,800.00 $100.00 $2,000.00 $143.00 $2,860.00 $95.00 $1,900.00 $825.00 $1,650.00 $800.00 $1,600.00 $750.00 $1,500.00 $2,000.00 $4,000.00 $525.00 $2,100.00 $615.00 $2,460.00 $675.00 $2,700.00 $2,000.00 $8,000.00 $675.00 $4,725.00 $730.00 $5,110.00 $1,216.00 $8,512.00 $1,800.00 $12,600.00 $750.00 $1,500.00 $750.00 $1,500.00 $468.00 $936.00 $1,000.00 $2,000.00 $500.00 $1,500.00 $620.00 $1,860.00 $250.00 $750.00 $100.00 $300.00 $8.00 $10,400.00 $6.00 $7,800.00 $8.35 $10,855.00 $14.00 $18,200.00 $26.00 $1,560.00 $30.00 $1,800.00 $32.00 $1,920.00 $74.00 $4,440.00 $2,800.00 $2,800.00 $1,000.00 $1,000.00 $770.00 $770.00 $2,500.00 $2,500.00 $250.00 $2,000.00 $225.00 $1,800.00 $300.00 $2,400.00 $275.00 $2,200.00 $5.00 $1,175.00 $6.00 $1,410.00 $13.00 $3,055.00 $6.00 $1,410.00 $35.00 $1,225.00 $55.00 $1,925.00 $48.00 $1,680.00 $35.00 $1,225.00 $7.00 $2,275.00 $15.00 $4,875.00 $15.00 $4,875.00 $20.00 $6,500.00 $50,385.00 $54,080.00 $61,314.00 $86,680.00 $2,000.00 $2,000.00 $5,000.00 $5,000.00 $2,000.00 $2,000.00 $3,000.00 $3,000.00 $12.00 $900.00 $12.00 $900.00 $7.00 $525.00 $35.00 $2,625.00 $5.00 $750.00 $5.00 $750.00 $4.50 $675.00 $5.00 $750.00 $3.00 $4,530.00 $5.00 $7,550.00 $5.50 $8,305.00 $4.00 $6,040.00 $18.00 $1,260.00 $30.00 $2,100.00 $48.00 $3,360.00 $35.00 $2,450.00 $36.00 $1,080.00 $30.00 $900.00 $58.00 $1,740.00 $49.00 $1,470.00 Page 2 Page 3 Project: R-011473-000 - MONT- 2018 PEDESTRIAN IMPROVEMENT PROJECT Engineers Estimate New Look Contracting, Land Pride Inc. Construction, LLC Barber Construction Co., Inc. ILine No. Item Units Quantity Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price 156 2231.501 BITUMINOUS PATCHING MIXTURE TON 60 $105.00 $6,300.00 $225.00 $13,500.00 $272.00 $16,320.00 $300.00 $18,000.00 157 2502.601 IRRIGATION SYSTEM PROVISION LS 1 $2,000.00 $2,000.00 $2,000.00 $2,000.00 $2,000.00 $2,000.00 $2,000.00 $2,000.00 158 2521.501 4" CONCRETE WALK S F 1600 $8.00 $12,800.00 $7.00 $11,200.00 $8.70 $13,920.00 $13.00 $20,800.00 159 2521.501 6" CONCRETE WALK S F 280 $11.00 $3,080.00 $15.00 $4,200.00 $16.10 $4,508.00 $19.00 $5,320.00 160 2531.501 CONCRETE CURB & GUTTER DESIGN B618 L F 75 $26.00 $1,950.00 $30.00 $2,250.00 $32.00 $2,400.00 $65.00 $4,875.00 161 2531.618 TRUNCATED DOMES S F 48 $56.00 $2,688.00 $58.00 $2,784.00 $53.00 $2,544.00 $75.00 $3,600.00 162 2563.601 TRAFFIC CONTROL LS 1 $2,800.00 $2,800.00 $1,000.00 $1,000.00 $770.00 $770.00 $2,500.00 $2,500.00 163 2573.530 STORM DRAIN INLET PROTECTION EACH 5 $250.00 $1,250.00 $225.00 $1,125.00 $300.00 $1,500.00 $300.00 $1,500.00 164 2573.533 SEDIMENT CONTROL LOG TYPE WOOD FIBER L F 250 $5.00 $1,250.00 $6.00 $1,500.00 $13.00 $3,250.00 $8.00 $2,000.00 165 2574.525 COMMON TOPSOIL BORROW C Y 40 $35.00 $1,400.00 $55.00 $2,200.00 $48.00 $1,920.00 $35.00 $1,400.00 166 2575.505 SODDING TYPE SALT TOLERANT S Y 340 $7.00 $2,380.00 $15.00 $5,100.00 $15.00 $5,100.00 $20.00 $6,800.00 1 Total SCHEDULE C - OAKWOOD DRIVE IMPROVEMENTS: $48,418.00 $64,059.00 $70,837.00 $85,130.00 ISCHEDULE D - CSAH 39 IMPROVEMENTS 167 2021.501 MOBILIZATION LS 1 $6,500.00 $6,500.00 $5,000.00 $5,000.00 $4,000.00 $4,000.00 $5,000.00 $5,000.00 168 2104.501 REMOVE SEWER PIPE (STORM) L F 16 $26.00 $416.00 $20.00 $320.00 $28.00 $448.00 $40.00 $640.00 169 2104.501 REMOVE CURB & GUTTER L F 108 $12.00 $1,296.00 $12.00 $1,296.00 $7.00 $756.00 $25.00 $2,700.00 170 2104.503 REMOVE CONCRETE WALK S F 128 $5.00 $640.00 $5.00 $640.00 $4.50 $576.00 $4.00 $512.00 171 2104.503 REMOVE BITUMINOUS PAVEMENT S F 211 $4.00 $844.00 $5.00 $1,055.00 $5.50 $1,160.50 $5.00 $1,055.00 172 2104.601 SALVAGE AND REINSTALL LANDSCAPE STRUCTURES LS 1 $1,800.00 $1,800.00 $1,500.00 $1,500.00 $1,000.00 $1,000.00 $3,000.00 $3,000.00 173 2105.501 COMMON EXCAVATION C Y 220 $18.00 $3,960.00 $25.00 $5,500.00 $48.00 $10,560.00 $25.00 $5,500.00 174 2105.523 COMMON BORROW (CV) C Y 415 $36.00 $14,940.00 $20.00 $8,300.00 $58.00 $24,070.00 $49.00 $20,335.00 175 2231.501 BITUMINOUS PATCHING MIXTURE TON 12 $200.00 $2,400.00 $225.00 $2,700.00 $319.00 $3,828.00 $300.00 $3,600.00 176 2360.504 TYPE SP 9.5 WEAR CRS MIX (2,B) 3.0" THICK S Y 1060 $27.00 $28,620.00 $23.00 $24,380.00 $37.00 $39,220.00 $21.00 $22,260.00 177 2501.515 15" RC PIPE APRON EACH 4 $1,100.00 $4,400.00 $1,350.00 $5,400.00 $1,373.00 $5,492.00 $2,500.00 $10,000.00 178 2501.602 TRASH GUARD FOR 15" PIPE APRON EACH 2 $500.00 $1,000.00 $600.00 $1,200.00 $800.00 $1,600.00 $1,000.00 $2,000.00 179 2502.601 IRRIGATION SYSTEM PROVISION LS 1 $2,000.00 $2,000.00 $2,000.00 $2,000.00 $2,000.00 $2,000.00 $2,000.00 $2,000.00 180 2503.511 15" RC PIPE SEWER CLASS V L F 66 $78.00 $5,148.00 $100.00 $6,600.00 $135.00 $8,910.00 $59.00 $3,894.00 181 2503.602 CONNECT TO EXISTING STORM SEWER EACH 1 $825.00 $825.00 $1,400.00 $1,400.00 $750.00 $750.00 $2,000.00 $2,000.00 182 2503.602 CONNECT INTO EXISTING DRAINAGE STRUCTURE EACH 1 $1,250.00 $1,250.00 $800.00 $800.00 $1,200.00 $1,200.00 $2,000.00 $2,000.00 183 2506.522 ADJUST FRAME & RING CASTING EACH 1 $500.00 $500.00 $750.00 $750.00 $250.00 $250.00 $250.00 $250.00 184 2521.501 6" CONCRETE WALK S F 1281 $11.00 $14,091.00 $15.00 $19,215.00 $16.10 $20,624.10 $16.00 $20,496.00 185 2531.501 CONCRETE CURB & GUTTER DESIGN B618 L F 108 $26.00 $2,808.00 $30.00 $3,240.00 $32.00 $3,456.00 $65.00 $7,020.00 186 2531.618 TRUNCATED DOMES S F 140 $56.00 $7,840.00 $58.00 $8,120.00 $53.00 $7,420.00 $75.00 $10,500.00 187 2563.601 TRAFFIC CONTROL LS 1 $5,500.00 $5,500.00 $5,000.00 $5,000.00 $2,200.00 $2,200.00 $2,500.00 $2,500.00 188 2564.602 RELOCATE SIGN EACH 5 $650.00 $3,250.00 $215.00 $1,075.00 $187.00 $935.00 $400.00 $2,000.00 Page 3 SCHEDULE E - BAKKEN STREET IMPROVEMENTS 196 Project: R-011473-000 - MONT- 2018 PEDESTRIAN IMPROVEMENT PROJECT MOBILIZATION LS Engineers Estimate New Look Contracting, Land Pride Barber Construction REMOVE CURB & GUTTER L F 35 198 2104.503 REMOVE CONCRETE WALK S F Inc. 199 Construction, LLC Co., Inc. 425 Line No. Item 2105.501 Units Quantity Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price 89 2565.616 REVISE SIGNAL SYSTEM A SYS 1 $17,000.00 $17,000.00 $7,000.00 $7,000.00 $6,750.00 $6,750.00 $15,000.00 $15,000.00 90 2573.530 STORM DRAIN INLET PROTECTION EACH 7 $250.00 $1,750.00 $225.00 $1,575.00 $300.00 $2,100.00 $250.00 $1,750.00 91 2573.533 SEDIMENT CONTROL LOG TYPE WOOD FIBER L F 140 $5.00 $700.00 $6.00 $840.00 $13.00 $1,820.00 $8.00 $1,120.00 92 2574.525 COMMON TOPSOIL BORROW C Y 300 $35.00 $10,500.00 $55.00 $16,500.00 $48.00 $14,400.00 $35.00 $10,500.00 93 2575.505 SODDING TYPE SALT TOLERANT S Y 1250 $7.00 $8,750.00 $15.00 $18,750.00 $15.00 $18,750.00 $20.00 $25,000.00 94 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 S Y 930 $3.50 $3,255.00 $5.00 $4,650.00 $4.00 $3,720.00 $4.00 $3,720.00 95 2582.503 CROSSWALK PREF THERMO GR IN S F 486 $17.00 $8,262.00 $16.00 $7,776.00 $12.50 $6,075.00 $27.00 $13,122.00 1119 2231.501 Total SCHEDULE D - CSAH 39 IMPROVEMENTS: TON $160,245.00 $162,582.00 $194,070.60 $199,474.00 SCHEDULE E - BAKKEN STREET IMPROVEMENTS 196 2021.501 MOBILIZATION LS 1 197 2104.501 REMOVE CURB & GUTTER L F 35 198 2104.503 REMOVE CONCRETE WALK S F 115 199 2104.503 REMOVE BITUMINOUS PAVEMENT S F 425 1100 2105.501 COMMON EXCAVATION C Y 85 1101 2105.523 COMMON BORROW (CV) C Y 55 1102 2231.501 BITUMINOUS PATCHING MIXTURE TON 13 1103 2360.504 TYPE SP 9.5 WEAR CRS MIX (2,B) 3.0" THICK S Y 30 1104 2411.618 MODULAR BLOCK RETAINING WALL S F 150 105 2502.601 IRRIGATION SYSTEM PROVISION LS 1 1106 2521.501 4" CONCRETE WALK S F 2585 1107 2521.501 6" CONCRETE WALK S F 165 1108 2531.501 CONCRETE CURB & GUTTER DESIGN D324 L F 35 1109 2531.618 TRUNCATED DOMES S F 32 1110 2573.502 SILT FENCE, TYPE MS L F 240 1111 2573.530 STORM DRAIN INLET PROTECTION EACH 2 1112 2573.533 SEDIMENT CONTROL LOG TYPE WOOD FIBER L F 545 113 2574.525 COMMON TOPSOIL BORROW C Y 65 1114 2575.505 SODDING TYPE SALT TOLERANT S Y 430 1115 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 S Y 140 1 Total SCHEDULE E - BAKKEN STREET IMPROVEMENTS: 1SCHEDULE F - HART BLVD SIGNAL IMPROVEMENTS 1116 2104.501 REMOVE CURB & GUTTER L F 55 1117 2104.503 REMOVE CONCRETE WALK S F 207 1118 2104.503 REMOVE BITUMINOUS PAVEMENT S F 90 1119 2231.501 BITUMINOUS PATCHING MIXTURE TON 8 $3,000.00 $3,000.00 $5,000.00 $5,000.00 $2,000.00 $2,000.00 $3,000.00 $3,000.00 $12.00 $420.00 $12.00 $420.00 $7.00 $245.00 $25.00 $875.00 $5.00 $575.00 $5.00 $575.00 $4.50 $517.50 $5.00 $575.00 $4.00 $1,700.00 $5.00 $2,125.00 $5.50 $2,337.50 $5.00 $2,125.00 $18.00 $1,530.00 $30.00 $2,550.00 $48.00 $4,080.00 $25.00 $2,125.00 $36.00 $1,980.00 $30.00 $1,650.00 $58.00 $3,190.00 $50.00 $2,750.00 $200.00 $2,600.00 $225.00 $2,925.00 $434.00 $5,642.00 $300.00 $3,900.00 $80.00 $2,400.00 $95.00 $2,850.00 $150.00 $4,500.00 $50.00 $1,500.00 $40.00 $6,000.00 $57.00 $8,550.00 $58.00 $8,700.00 $45.00 $6,750.00 $2,000.00 $2,000.00 $2,000.00 $2,000.00 $2,000.00 $2,000.00 $2,000.00 $2,000.00 $8.00 $20,680.00 $6.00 $15,510.00 $8.35 $21,584.75 $12.00 $31,020.00 $11.00 $1,815.00 $15.00 $2,475.00 $16.10 $2,656.50 $16.00 $2,640.00 $28.00 $980.00 $32.00 $1,120.00 $40.00 $1,400.00 $75.00 $2,625.00 $56.00 $1,792.00 $58.00 $1,856.00 $53.00 $1,696.00 $75.00 $2,400.00 $6.00 $1,440.00 $6.00 $1,440.00 $4.00 $960.00 $8.00 $1,920.00 $250.00 $500.00 $225.00 $450.00 $300.00 $600.00 $300.00 $600.00 $5.00 $2,725.00 $6.00 $3,270.00 $13.00 $7,085.00 $8.00 $4,360.00 $35.00 $2,275.00 $55.00 $3,575.00 $48.00 $3,120.00 $35.00 $2,275.00 $7.00 $3,010.00 $15.00 $6,450.00 $15.00 $6,450.00 $20.00 $8,600.00 $3.50 $490.00 $5.00 $700.00 $4.00 $560.00 $8.00 $1,120.00 $57,912.00 $65,491.00 $79,324.25 $83,160.00 $12.00 $660.00 $12.00 $660.00 $7.00 $385.00 $20.00 $1,100.00 $5.00 $1,035.00 $5.00 $1,035.00 $4.50 $931.50 $5.00 $1,035.00 $4.00 $360.00 $5.00 $450.00 $5.50 $495.00 $5.00 $450.00 $200.00 $1,600.00 $225.00 $1,800.00 $434.00 $3,472.00 $350.00 $2,800.00 Page 4 Project: R-011473-000 - MONT- 2018 PEDESTRIAN IMPROVEMENT PROJECT Engineers Estimate New Look Contracting, Land Pride Barber Construction IC t t' LLC C I Line No. Item $15.00 Units Quantity Unit Price 120 2521.501 6" CONCRETE WALK S F 400 $11.00 121 2531.501 CONCRETE CURB & GUTTER DESIGN B618 L F 55 $26.00 122 2531.618 TRUNCATED DOMES S F 48 $56.00 123 2565.616 REVISE SIGNAL SYSTEM B SYS 1 $17,000.00 124 2582.503 CROSSWALK PREF THERMO GR IN S F 306 $17.00 $34,375.00 % of Estimate for Project R-011473-000 Total SCHEDULE F - HART BLVD SIGNAL IMPROVEMENTS: 6.94% $26,442.50 nc. ons ruc ion, o., nc. Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price $4,400.00 $15.00 $6,000.00 $16.10 $6,440.00 $18.00 $7,200.00 $1,430.00 $30.00 $1,650.00 $40.00 $2,200.00 $65.00 $3,575.00 $2,688.00 $58.00 $2,784.00 $53.00 $2,544.00 $75.00 $3,600.00 $17,000.00 $6,750.00 $65,491.00 $6,750.00 $6,150.00 $83,160.00 $6,150.00 $15,000.00 $15,000.00 $5,202.00 $16.00 $4,896.00 $12.50 $3,825.00 $20.00 $6,120.00 $34,375.00 % of Estimate for Project R-011473-000 $26,025.00 6.94% $26,442.50 44.40% $40,880.00 Total SCHEDULE A - 6TH STREET IMPROVEMENTS: $52,713.00 $59,869.00 $57,645.50 $88,120.00 Total SCHEDULE B - 7TH STREET IMPROVEMENTS: $50,385.00 $54,080.00 $61,314.00 $86,680.00 Total SCHEDULE C - OAKWOOD DRIVE IMPROVEMENTS: $48,418.00 $64,059.00 $70,837.00 $85,130.00 Total SCHEDULE D - CSAH 39 IMPROVEMENTS: $160,245.00 $162,582.00 $194,070.60 $199,474.00 Total SCHEDULE E - BAKKEN STREET IMPROVEMENTS: $57,912.00 $65,491.00 $79,324.25 $83,160.00 Total SCHEDULE F - HART BLVD SIGNAL IMPROVEMENTS: $34,375.00 $26,025.00 $26,442.50 $40,880.00 Totals for Project R-011473-000 $404,048.00 $432,106.00 $489,633.85 $583,444.00 % of Estimate for Project R-011473-000 6.94% 21.18% 44.40% I hereby certify that this is an exact reproduction of bids received. Certified By:/X" i, i<oq, License No. 41860 Date: March 14, 2019 Page 5 2018 PROPOSED PEDESTRIAN IMPROVEMENTS c�„Nry Rono =a uE �`_ —E viEw oa aw 'Rosy �y _L 0 o— cocas ao s h g `" z�ouy 3 pC �!�-, \ wA✓ s w Q"srw L7 'FL gw OO THOfAAS PARk Q I qp 4*, PA ` 9aiNSTNs W St • z 1: �F R ER ��-- �-, O� IO, L 3N Wo°per ly�r - m I P �OTN N �� M� 00 h oA - mStN r HO AVE NE To Es a4 Y z E \ ~ pEpF hAYwAaOG/`� c \\ S"I NEUI O -AD.. \v v U UJI LL META tr /� j/rte ewo L�°N A Ear R °Axe 4 BAKIfENST 0 Q opa n7KigRO LN i spial a¢,EW LN ROLLNGWOODS EA < _-- PARK W I --- o N ER CIR d r — r I � } z I 7 W SONOa DEER ST 84TH S I j = 6TH STREET SIDEWALK (WALNUT TO 25) E , m OAR w t ___�fiEliSi�9RGEa 1� = 7TH STREET SIDEWALK (CEDAR TO POST OFFICE) ,I Ip 111TNE � r Tl 1, 0 = OAKWOOD DRIVE SIDEWALK (25 TO CEDAR) j o .� 0 1,250 2,500 Feet _ANO I I—�Nn JT NF_ = ROLLING WOODS PARK SIDEWALK [Path J\gis\city\MONTMaps\Bass,8p.Mxd s = CSAH 39 TRAIL (FROM MISS DR TO BROADWAY) City Council Agenda: 3/25/2019 4A. Consideration of adopting Resolution 2019-26 approving Plans and specifications and authorizing the advertisement of bids for the 2019 Walnut Street Improvements Proiect (ML/RM/AS) A. REFERENCE AND BACKGROUND On November 13, 2018 the City Council authorized city staff to work with Bolton and Menk, Inc for preparing the plans and specifications for the 2019 Walnut Street Improvements. These improvements were conceptually identified in the Downtown Small Area Plan which identified the goal to "Shift the Center of Downtown to Walnut and Broadway." In support of that goal, the Walnut Street Corridor Plan identifies improvements that will create safer and more accessible spaces at the Walnut & River and Walnut & Broadway intersections in both short and long-term improvement increments. These improvements are intended to encourage additional investment and interest in the downtown core. This project will complete some of the short-term projects identified in the Walnut Street Corridor Plan and will include the following improvements: • Construct curb -extension at the intersection of Broadway and Walnut Street. • Create an expanded plaza space on the south side of Walnut Street. • Replace and install new trees as well as electrical for tree lighting. • Install an accessible pathway connecting Walnut Street from Broadway to River Street and to West Bridge Park. • Install landscaping and irrigation. The pedestrian ramp portion of the project along River Street will be included as a bid alternate. This project is scheduled to be advertised in April 2019 with construction expected to start in June and to be completed by August 2019. Construction staging will take into consideration the many events in the corridor area during the construction timeframe. A project open house was held for adjacent businesses and property owners. This meeting was well attended and comments received were primarily favorable and we worked to incorporate feedback received into the final design. Another meeting will be scheduled prior to construction starting and a construction inspector will be available to property owners throughout construction. Staff will also prepare a broader community communication plan for information purposes. Al. Budget Impact: The estimated base bid construction cost is estimated at $210,000 and $380,000 including the ramp bid alternate along River Street. The 2019 budget includes $335,000 for Walnut Street improvements. A2. Staff Workload Impact: Bolton and Menk and City staff will be involved throughout various steps of the project development. A3. Strategic Plan Impact: The proposed design and improvements for the Walnut & River Street Corridor meet the following Strategic Plan goals or objectives: Create and Preserve Sustainable Livability: The corridor design for Walnut and River has been developed to strengthen walkability and City Council Agenda: 3/25/2019 bikeability, key concepts of the Downtown Small Area Plan and the Strategic Plan, which cite improving walking and biking within the core. 2. Build a Connected Community: The improvements will create a safer and more accessible corridor at the heart of the community, encouraging the community to visit and connect in the downtown area. This is particularly important as the city and downtown partners continue to program events in the parks and downtown area. 3. Strengthen Our Image as a Destination: Continued focus on improvements to the downtown in concert with the Downtown Small Area Plan are key to fostering downtown as a destination for the community and beyond. 4. Be a Regional Leader: Per above, creating a vibrant downtown Monticello supports the city's role as a sub -regional hub for commerce. B. ALTERNATIVE ACTIONS Motion to adopt Resolution 2019-26 approving plans and specifications and authorizing the advertisement of bids for the 2019 Walnut Street Improvements project. 2. Motion to deny resolution authorizing advertisement of bids for the 2019 Walnut Street Improvement project at this time. C. STAFF RECOMMENDATION Staff recommends Alternate No. 1. D. SUPPORTING DATA A. Resolution 2019-26 B. Project Plans (Full plans and specifications available at City Hall) C. Engineers Estimate D. Downtown Small Area Plan Implementation Workshop Summary 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2019-26 APPROVING PLANS AND SPECIFICATIONS AND AUTHORIZING ADVERTISEMENT FOR BIDS FOR 2019 WALNUT STREET IMPROVEMENTS PROJECT WHEREAS, pursuant to resolution approved by the City Council on November 13, 2018, city staff and Bolton and Menk, Inc. prepared plans and specifications for the 2019 Walnut Street Improvements project described as follows: • Construct curb -extension at the intersection of Broadway and Walnut Street. • Create an expanded plaza space on the south side of Walnut Street. • Replace and install new trees as well as electrical for tree lighting. • Install an accessible pathway connecting Walnut Street from Broadway to River Street and to West Bridge Park. • Installation of landscaping and irrigation. WHEREAS, the City Engineer has presented such plans and specifications to the Council for approval; NOW THEREFORE, BE IT RESOL VED BY THE CITY OF MONTICELLO, MINNESOTA 1) Such plans and specifications, a copy of which is on file in the office of the City Clerk, are hereby approved. 2) The designated authority shall prepare and case to be inserted in the official paper and in the Star Tribune and/or Construction Bulletin or Finance and Commerce paper an advertisement for bid upon the making of such improvements under such approved plans and specifications. The advertisement shall be published in accordance with state law. 3) No bids will be considered unless the requirements in the bid documents are satisfied. ADOPTED BYthe Monticello City Council, this 25th day of March, 2019. CITY OF MONTICELLO Brian Stumpf, Mayor ATTEST: Jeff O'Neill, City Administrator RESOURCE LIST CITY OF MONTICELLO City Hall 505 Walnut Street Suite 1 Monticello, MN 55362 City Administrator: JeffO'Neil Mayor: Brian Stumpf City Council Members: Jim Davidson Bill Fair Charlotte Gabler Lloyd Higart City Engineer: Matt Leonard P.E. 505 Walnut Street Suite 1 Monticello, MN 55362 Phone: 763-271-3271 Utility Superintendent: Tom Moores Mat Stang UTILITIES GAS Center Point Energy 1-800-245-2667 TELEPHONE/CABLE FiberNet Monticello 763-314-0100 ELECTRIC Xcel Energy Phone: 1-800-895-4999 Wright -Hennipen Electric Phone: 1-800-943-2667 NOTE: EXISTING UTILITY INFORMATION SHOWN ON THIS PLAN HAS BEEN PROVIDED BY THE UTILITY OWNER. THE CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS PRIOR TO COMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW. NOTIFY GOPHER STATE ONE CALL, 1-800-252-1166 OR 651-454-0002. THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D UNLESS OTHERWISE NOTED. THIS UTILITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." 2 CITY OF MONTICELLO CONSTRUCTION PLANS FOR 2019 WALNUT STREET IMPROVEMENTS MAP LEGEND PROJECT LIMITS BID LOCATION CONCRETE WALK, CURB AND GUTTER, STORM SEWER, BITUMINOUS PAVING, CONCRETE SURFACING, LANDSCAPE IMPROVEMENTS PR JECT MARCH, 2019 N -r' �� 111111/ I� Q11� MAP OF THE CITY OF MONTICELLO WRIGHT COUNTY, MN I� 0 1000 2000 SCALE FEET ``� X1111 1111 �,� ,`i��u1 �' ►�: (,1111111111/�/� .1i IAC �/ �� = =�� 111111■�� i. � ��_ �� : �,, nlp�� x.11'``` 11 1��►►/../ 1„�� 111 11 � '� ��1�11 I �►��III 1111 \ � _ 1111 III►� , HERE BY CERTIFY THAT THIS PLAIN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AMA DULY LICENSED 00.01- 00.02 DESICNE D RR ssDEo ro oAiE PROFESSIONAL LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA 11111 BOLTON 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 DREWE SURFACING PLAN C8.01- C8.06 JUST JUSTIN L. KANNAS 11 & M E N K Phone: '3211r@b 231 -men Email: Willmar@bolton-menk.com RR o cxE JLR ' 1-1.02 - 1-1.03 PLANTING PLAN 45055 Dn.E 03/20/19 LICNOW13.117772 IRRIGATION PLAN www.bolton-menk.com n PRw No I SHEET NUMBER SHEET TITLE GENERAL (30.01-GO.02 TITLE SHEET, LEGEND G1.01 STATEMENT OF ESTIMATED QUANTITIES CIVIL 00.01- 00.02 EXISTING CONDITIONS AND REMOVALS PLAN 01.01 DETAILS, TYPICAL SECTIONS 03.01-03.02 GRADING PLAN C5.01- C5.02 STORM SEWER PLAN C6.01- C6.02 SURFACING PLAN C8.01- C8.06 STANDARD DETAIL PLATES, STANDARD PLANS LANDSCAPE 1-1.01 LANDSCAPING NOTES 1-1.02 - 1-1.03 PLANTING PLAN 1-1.04 IRRIGATION PLAN L2.01- L2.02 LANDSCAPING DETAILS ELECTRICAL E1.01 ELECTRICAL SITE PLAN E1.02 ELECTRICAL DETAILS THIS PLAN SET CONTAINS 26 SHEETS. MONTICELLO, MINNESOTA 2019 WALNUT STREET IMPROVEMENTS TITLE SHEET RECORD DRAWING INFORMATION wsERVER wNrRAETOR JDATE SHEET 1G0.01 f EXISTING PRIVATE UTILITY LINES EXISTING TOPOGRAPHIC SYMBOLS SURVEY SYMBOLS NOTE: ® ACCESS GRATE OG REGULATION STATION GAS f�l BENCH MARK LOCATION EXISTING UTILITY INFORMATION SHOWN ON THIS PLAN HAS BEEN PROVIDED BY THE UTILITY OWNER. THE CONTRACTOR SHALL FIELD VERIFY Ac AIR CONDITION UNIT SATELLITE DISHEXACT LOCATIONS PRIOR TO COMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW. NOTIFY GOPHER STATE ONE CALL, 1-800-252-1166 OR CONTROL POINT 651-454-0002. ® ANTENNA SIGN TRAFFIC • MONUMENT IRON FOUND THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D UNLESS OTHERWISE NOTED. THIS UTILITY LEVEL WAS ,ty AUTO SPRINKLER CONNECTION slo SIGNAL CONTROL CABINET O CAST IRON MONUMENT DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA" BARRICADE PERMANENT SOIL BORING F UNDERGROUND FIBER OPTIC EXISTING TOPOGRAPHIC LINES E E E E UNDERGROUND ELECTRIC �- BASKETBALL POST C� SIREN G G G G UNDERGROUND GAS BENCH © TELEPHONE BOOTH RETAINING WALL c c c c UNDERGROUND COMMUNICATION BIRD FEEDER ® TILE INLET x x x x x x FENCE of of of OVERHEAD ELECTRIC El FENCE -DECORATIVE oc oc oc OVERHEAD COMMUNICATION ® BOLLARD • TILE TILE OUTLET .. .. .. .. .. .. .. .. .. .. .. .. .. GUARD RAIL ou ou ou OVERHEAD UTILITY O BUSH Q TILE RISER TREE LINE UTILITIES IDENTIFIED WITH A QUALITY LEVEL: ❑ CATCH BASIN RECTANGULAR CASTING FTRANJ TRANSFORMER -ELECTRIC ^^^^^^^^^^^^^^^ BUSH LINE LINE TYPES FOLLOW THE FORMAT: UTILITYTYPE - QUALITY LEVEL O CATCH BASIN CIRCULAR CASTING TREE -CONIFEROUS SURVEY LINES EXAMPLE: o -A o -A UNDERGROUND GAS, QUALITY LEVEL A UTILITY QUALITY LEVEL (A,B,C,D) DEFINITIONS CAN BE FOUND IN CI/ASCE 38-02. ® CURB STOP TREE -DEAD ® CLEAN OUT TREE -DECIDUOUS CONTROLLED ACCESS UTILITY QUALITY LEVELS: •CLVT CULVERT ENDTREE STUMP BOUNDARY QUALITY LEVEL D: PROVIDES THE MOST BASIC LEVEL OF INFORMATION. IT INVOLVES COLLECTING DATA FROM EXISTING UTILITY RECORDS. CENTERLINE RECORDS MAY INCLUDE AS -BUILT DRAWINGS, DISTRIBUTION AND SERVICES MAPS, EXISTING GEOGRAPHIC INFORMATION SYSTEM DATABASES, DRINKING FOUNTAIN TRAFFIC ARM BARRIER EXISTING EASEMENT LINE CONSTRUCTION PLANS, ETC. ® DOWN SPOUT �� TRAFFIC SIGNAL PROPOSED EASEMENT LINE QUALITY LEVEL C: INVOLVES SURVEYING VISIBLE SUBSURFACE UTILITY STRUCTURES SUCH AS MANHOLES, HAND -HOLES, UTILITY VALVES AND EXISTING LOT LINE METERS, FIRE HYDRANTS, PEDESTALS AND UTILITY MARKERS, AND THEN CORRELATING THE INFORMATION WITH EXISTING UTILITY RECORDS TO OO FILL PIPED TRASH CAN CREATE COMPOSITE DRAWINGS. INCLUDES QUALITY LEVEL D ACTIVITIES. PROPOSED LOT LINE FIRE HYDRANT Q UTILITY MARKER EXISTING RIGHT-OF-WAY QUALITY LEVEL B: INVOLVES DESIGNATING THE HORIZONTAL POSITION OF SUBSURFACE UTILITIES THROUGH SURFACE DETECTION METHODS AND FLAG POLE Da VALVE PROPOSED RIGHT-OF-WAY COLLECTING THE INFORMATION THROUGH A SURVEY METHOD. INCLUDES QUALITY LEVEL C AND D TASKS. FLARED END/ APRON VALVE POST INDICATOR SETBACK LINE QUALITY LEVELA: PROVIDES THE HIGHEST LEVEL OF ACCURACY. IT INVOLVES LOCATING OR POTHOLING UTILITIES AS WELL AS ACTIVITIES IN SECTION LINE QUALITY LEVELS B, C, AND D. THE LOCATED FACILITY INFORMATION IS SURVEYED AND MAPPED AND THE DATA PROVIDES PRECISE PLAN AND FUEL PUMP ® VALVE VAULT QUARTER LINE PROFILE INFORMATION. M GRILL Q VENT PIPE SIXTEENTH LINE ABBREVIATIONS E- GUY WIRE ANCHOR WATER SPIGOT TEMPORARY EASEMENT EXISTING UTILITY LINES A ALGEBRAIC DIFFERENCE GRAV GRAVEL RT RIGHT HANDHOLE O WELL ADJ ADJUST GU GUTTER SAN SANITARY SEWER HANDICAP SPACE WETLAND DELINEATED MARKER ALT ALTERNATE GV GATE VALVE SCH SCHEDULE FORCEMAIN B -B BACK TO BACK HDPE HIGH DENSITY POLYETHYLENE SERV SERVICE IRRIGATION SPRINKLER HEAD WETLAND , , , , , , SANITARY SEWER BIT BITUMINOUS HH H E SHLD SHOULDER IRRIGATION VALVE BOX ww WET WELL — — — — — — — — — — — — — SANITARY SERVICE GH OINT STA BLDG BUILDING HP HIGH POINT STATION » » » » » STORM SEWER cP LIFT STATION CONTROL PANEL YARD HYDRANT BMP BEST MANAGEMENT PRACTICE HWL HIGH WATER LEVEL STD STANDARD STORM SEWER DRAIN TILE BR BEGIN RADIUS HYD HYDRANT STM STORM SEWER Ls LIFT STATION I I WATERMAIN PROPOSED TOPOGRAPHIC SYMBOLS BV BUTTERFLY VALVE I INVERT TC TOP OF CURB LIGHT ON POLE --,--,--,--,--,-I-,- WATER SERVICE CB CATCH BASIN K CURVE COEFFICIENT TE TEMPORARY EASEMENT LIGHT -GROUND • CLEANOUT PROPOSED UTILITY LINES C&G CURB AND GUTTER L LENGTH TEMP TEMPORARY CIP CAST IRON PIPE LO LOWESTOPENING TNH TOP NUT HYDRANT MAILBOX • MANHOLE CIPP CURED -IN-PLACE PIPE LP LOW POINT TP TOP OF PIPE © MANHOLE -COMMUNICATION (0 LIFT STATION II II II II II FORCEMAIN CL CENTERLINE LT LEFT TYP TYPICAL > > > > > SANITARY SEWER (D MANHOLE -ELECTRIC O STORM SEWER CIRCULAR CASTING CL. CLASS MH MANHOLE VCP VITRIFIED CLAY PIPE — — — — — — — — — — — —SANITARY SERVICE CLVT CULVERT MIN MINIMUM VERT VERTICAL MANHOLE -GAS ■ STORM SEWER RECTANGULAR CASTING >> >> >> >> STORM SEWER CMP CORRUGATED METAL PIPE MR MID RADIUS VPC VERTICAL POINT OF CURVE � MANHOLE -HEAT 10—STORM STORM SEWER FLARED END /APRON SEWER DRAIN TILE C.O. CHANGE ORDER NIC NOT IN CONTRACT VPI VERTICAL POINT OF INTERSECTION (:D MANHOLE -SANITARY SEWER WATERMAIN COMM COMMUNICATION NMC NON-METALLIC CONDUIT VPT VERTICAL POINT OF TANGENT ■ STORM SEWER OUTLET STRUCTURE WATER SERVICE CON CONCRETE NTS NOT TO SCALE WM WATERMAIN MANHOLE -STORM SEWER ® STORM SEWER OVERFLOW STRUCTURE PIPE CASING CSP CORRUGATED STEEL PIPE NWL NORMAL WATER LEVEL MANHOLE -UTILITY 0 CURB BOX DIA DIAMETER OHW ORDINARY HIGH WATER LEVEL GRADING INFORMATION � MANHOLE -WATER � FIRE HYDRANT DIP DUCTILE IRON PIPE PC POINT OF CURVE AC ACRES DWY DRIVEWAY PCC POINT OF COMPOUND CURVE CF CUBIC FEET 0 METER ►� WATER VALVE _ E EXTERNAL CURVE DISTANCE PE PERMANENT EASEMENT CV COMPACTED VOLUME EXISTING CONTOUR MINOR a ORDER MICROPHONE WATER REDUCER 950 EXISTING CONTOUR MAJOR ELEC ELECTRIC PED PEDESTRIAN, PEDESTAL CY CUBIC YARD PARKING METERWATER F� BEND \-952 PROPOSED CONTOUR MINOR ELEV ELEVATION PERF PERFORATED PIPE EA EACH � CONTOUR EOF EMERGENCY OVERFLOW PERM PERMANENT EV EXCAVATED VOLUME ^� PAVEMENT MARKING 13 i WATER TEE �950 PROPOSED MAJOR ER END RADIUS PI POINT OF INTERSECTION LB POUND PROPOSED GRADING LIMITS / SLOPE LIMITS © PEDESTAL -COMMUNICATION FSI WATER CROSS x 953.53 x STA:5+67.19 PROPOSED SPOT ELEVATION ESMT EASEMENT PL PROPERTY LINE LF LINEAR FEET 980.87 EX EXISTING PRC POINT OF REVERSE CURVE LS LUMP SUM D PEDESTAL -ELECTRIC WATER SLEEVE 1:4 RISE:RUN (SLOPE) _ FES FLARED END SECTION PT POINT OF TANGENT LV LOOSE VOLUME o-1 PEDESTRIAN PUSH BUTTON WATER CAP / PLUG HATCH PATTERNS F -F FACE TO FACE PVC POLYVINYL CHLORIDE PIPE SF SQUARE FEET PICNICTABLE 14RIP RAP FF FINISHED FLOOR PVMT PAVEMENT SV STOCKPILE VOLUME BITUMINOUS F&I FURNISH AND INSTALL R RADIUS SY SQUARE YARD POLE -UTILITY —10. DRAINAGE FLOW GRAVEL FM FORCEMAIN R/W RIGHT-OF-WAY O POST k TRAFFIC SIGNS FO FIBER OPTIC RCP REINFORCED CONCRETE PIPE CONCRETE RAILROAD SIGNAL POLE F.O. FIELD ORDER RET RETAINING GRAN GRANULAR RSC RIGID STEEL CONDUIT I HERE BY CERTIFYTHATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED° V ME OR UNDER MY DIRECT SUPERVISION AN D THAT I AM A DU LY LICENSED PROFESSIONAL LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA 11111 BOLTON 2040 HIGH WAY 12 EAST WLLMAR, MINNESOTA 56201 i°NE Iss°EDfax PATE RR MONTICELLO, MINNESOTA °PAWIHECIEP SHEET 1 Phone: (3201231-3956 Email: Willmar@bolton-menk.com RR 2019 WALNUT STREET IMPROVEMENTS ° 1LK G0.02 JUSTIN L. KANNAS & M E N K www.bolton-menk.com PLAN LEGEND 11C.S° 45055 °n.E 03/20/19 R°I DO n W13.117772 I I 2 STATEMENT OF ESTIMATED QUANTITIES INEOM TOTAL DESCRIPTION NOTES UNIT 1 MOBILIZATION LS 1 2 CLEARING & GRUBBING EACH 5 3 COMMON EXCAVATION (P) (EV) CY 333 4 SAWING CONCRETE PAVEMENT (FULL DEPTH) LF 155 5 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LF 835 6 REMOVE CONCRETE CURB AND GUTTER LF 750 7 REMOVE CONCRETE WALK SY 454 8 REMOVE BITUMINOUS PAVEMENT SY 874 9 REMOVE SEWER PIPE (STORM) LF 130 10 REMOVE CATCH BASINS EA 4 11 SALVAGE & REINSTALL SIGN ASSEMBLY EACH 3 12 BITUMINOUS FULL DEPTH PATCH - BROADWAY STREET SY 160 13 BITUMINOUS PATCH -BROADWAY STREET SY 40 14 BITUMINOUS PATCH - WALNUT STREET SY 108 15 8618 CONCRETE CURB & GUTTER LF 166 16 B624 CONCRETE CURB & GUTTER LF 400 17 D418 MODIFIED LF 50 18 7" CONCRETE WALK (PEDESTRIAN RAMPS) SF 660 19 7" COLORED CONCRETE WALK TYPE 1 (BUMPOUT) SF 240 20 Y CONCRETE WALK SF 6954 21 5' COLORED CONCRETE WALK TYPE 1 SF 688 22 5" COLORED CONCRETE WALK TYPE 2 (PLAZA) SF 892 23 TRUNCATED DOMES SF 118 24 CONCRETE STEPS EACH 9 25 STREET SIGN POST (BLACK) EACH 3 26 CONNECT INTO EXISTING DRAINAGE STRUCTURE EACH 2 27 CASTING ASSEMBLY EA 4 28 CASTING ASSEMBLY SPECIAL (ADA COMPLIANT) EACH 1 29 CONSTRUCT DRAINAGE STRUCTURE EA 4 30 12" RC PIPE SEWER DESIGN 3006 LF 248 31 INLET PROTECTION EACH 8 32 CROSSWALK MULTI -COMP SF 324 33 4" MULTI -COMP (WHITE) LF 278 34 TRAFFIC CONTROL LS 1 35 SODDING TYPE LAWN SY 200 36 BOULEVARD TOPSOIL BORROW (LV) CY 45 37 STRUCTURAL SOIL BORROW (CV) CY 50 38 COMMON LABORERS HOUR 10 39 1.0 CU YD SHOVEL HOUR 3 40 12 CU YD TRUCK HOUR 3 41 SKID LOADER HOUR 5 42 OVERSTORY TREE, 4" CAL. EA 2 43 OVERSTORY TREE, 2.5- CAL. EA 1 44 UNDERSTORY TREE, 1.5" CAL. EA 10 45 UNDERSTORY TREE, 8-HT-MULTISTEM EA 3 46 DECIDUOUS SHRUB, 5 GAL. EA 430 47 GRASSES/PERENNIAL, 1 GAL. EA 763 48 BULBS EA 300 49 STONE SLAB STEPS -NATURAL EDGE SF 100 50 STONE BENCH (18zi8z48) EA 7 51 DECORATIVE PANELS EA 7 52 HANDRAIL - RAMP LF 120 53 HANDRAIL -STAIRS LF 26 54 IRRIGATION LS 1 55 ELECTRICAL - 5/C #14 AMG OH CABLE LF 100 56 ELECTRICAL -0.75"PVC/HDPE LF 160 57 ELECTRICAL -15"PVC/HDPE LF 60 58 ELECTRICAL - #8 AWG CU LF 660 59 ELECTRICAL-HANDHOLE EA 2 60 ELECTRICAL - GFCI PEDESTAL W/ FOOTING EA 8 NOTES: (P) PLAN QUANTITY (EV) EXCAVATED VOLUME (CV) COMPACTED VOLUME (LV) LOOSE VOLUME I HEREBY CERTIFYTHATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY MEOR ZZO UNDERMYCAE ARCHITECT ER THE LAWS OF DULYLICENSEDTOFnln BOLTON PROFESSIONAL RMYDAECT SUPrtERUNANDTHAT I AM F THESTATE , 1 MINNESOTA JUSTIN L. KANSAS & MEN K uC. RD 45055 PATE 03/20/19 2040 HIGHWAY 12 EAST WILLMAR, MINNESOTA 56201 Phone: (320) 231-3956 Email: Willmar@bolton-menk.com www.bolton-menk.com eP RR WN RR 1HECRED JLK nI W13.117772 MONTICELLO, MINNESOTA 2019 WALNUT STREET IMPROVEMENTS STATEMENT OF ESTIMATED QUANTITIES SHEET G1.01 REMOVAL LEGEND �1— REMOVE WATER SERVICE ====== REMOVE CURB —I— REMOVE WM PIPE ------ SAWCUT PAVEMENT —> —> — REMOVE SAN SERVICE REMOVE CONCRETE —>— REMOVE SAN PIPE —» — REMOVE STM PIPE F --] REMOVE BITUMINOUS 0 REMOVE SAN MH 9121 D� REMOVE STM STRUCTURE REMOVE HYDRANT I I �( aN REMOVE VALVE & BOX �C X CLEAR & GRUB TREE i I I I PR E EX(I T'l T AFAR ER I �� I I � 1 � ---c------c------ �� -- �--------I----_._._.-- -- pE--- 0 OE CQ -- IDE OE OE — — — --------------- ------ _—_-- — — _ - `ja ANI/ 4� --� o - O F -E PROTECT EXISTING TREE / PROTECT EXISTING A/C UNITS - - — — — — -- w w In Q a 0 01 m _ PROTECT EXISTING TREE J 1 ,pF ; OE OE OE (E OE OE \ \ REMOVE PARKIN SIGN (INCID NTA-) X>> J— >> \, SALy/C E AND REINSTALL SIGN ASSEMBLIES (REMOVE POSTS) L PROTECT EXISTING TREE E - [i - /I II it I I - I I I I I I I I I I I I I I I I I I - I I I I III I I I r I I I I /1 - --- ' ---------L - OE — OE OE OE OE DE I WALNUT STREET I I d I I I =a� — N4 u'n I HERE BY CERTIFYTHATTHIS PIAN,SPECIFICATION, OR REPORT WAS PREPARED i°NE I.—fax DATE �n BYMEOR UNDER MY Offl— SUPERV15ION AND THAT I AM ADULYUCENSED DRR ixD MONTICELLO, MINNESOTA SHEET - PROFESSIONAL IANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF 2040 HIGH WAY 12 EAST 0 25 SO MINNESOTA BOLTON WILLMAR, MINNESOTA 56201 DRAWN RR 3 HORZ. Phone: (320)231-3956 1HECxE 2019 WALNUT STREET IMPROVEMENTS o W SCALE FEET & M E N K Email: Willmar@bolton-menk.com ° 1LK ! EXISTING CONDITIONS AND REMOVAL PLAN C0.01 JUSTIN L. KANSAS ° 45055 DATE 03/20/19 www.bolton-menk.com Ervr PROI rvo (D p LIC. NO aIW13.1vn2 I WALNUT STREET AND BROADWAY STREET f REMOVAL LEGEND -I- REMOVE WATER SERVICE ----== REMOVE CURB — I— REMOVE WM PIPE ------ SAWCUT PAVEMENT —> —> — REMOVE SAN SERVICE REMOVE CONCRETE - ->— REMOVE SAN PIPE �C6 —» — REMOVE STM PIPE r , REMOVE BITUMINOUS 0 REMOVE SAN MH - ®®OD >- REMOVE STM STRUCTURE REMOVE HYDRANT N REMOVE VALVE & BOX l Xeg, CLEAR &GRUB TREE REMOVE STAIRS AND RAILING \I\ X444 JJJJ�� w x I \ n LLJ III III � III I I4cTC c—c—cmc c c c c c cl c—cam cmc—Ic o ---I ° ^ � OE OE OE — OE OE OE OE OE 9E �— OE OE OE OE OE J E O. —0E— -oP eE�_ __g QE—_—�!_ Z--.---_-___---_-- — ------------------------- m — — — — - -- ---- ------ - oe--------------- Ic-c—c_c \\ O 00 oe I I c c o.I\?,� �� -��4 \ �c A c > > > >> n II I m » »» »—>>-->>— » i »\ . > » � >> 1> - - - - - - - - - - - - - - - - - - - - - - - - - oe Xiy ->> � \°�� rr � o F I REL CATE EXISTING HA DHOLE o A I \ of I I I BY�TILITYCOMPANY P. N WALNUT STRE o °m PROTECT EXISTING TREES - n I�II�I I III I III I II -Id I I I I I I III I o I oT II IFI i1 I -N I�I--I�Im II{I I- T m II ^ ^ rr I I I II III -------- /i ---- - \ I II v \ ------------- ------------ 0 -\---- ----- �� \VA ----- o rr �o ^ r r - - - - ,\ \\\\ Ef—E E E E�Ems\\\\ o > ^ ml III \ ---------JI I �\ r \ III �---�------------------------ - -� I I II III - ��/� \\ o Ij o I II III I n IIcc c cl I c c cmc c --I - - - - - - - - - II I I II II c \ II n SALVAGE AND REINSTALL LIGHT POLE I I I v _ o h III (BY UTILITY COMPANY) I I III I / I o Il„ -�_ }'; II III III I I l i III _ III REMOVE EXISTING CASTINC II v III I � II II III PROTECT EX TING UTILITIES f II III III v �I III II I I I - v / II III III I � I 0 25 50 HORZ. SCALE FEET I I I I HEREBY JRTIFYTHATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA JUSTIN L. KANSAS UC. NO 45055 DATE 03/20/19 IESINEI RRDRAIssDeDfOR wry ixO RR 1HECIE1 JNo 1U W 13.1ll772 rvATE IMONTICELLO, MINNESOTA 2019 WALNUT STREET IMPROVEMENTS EXISTING CONDITIONS AND REMOVAL PLAN WALNUT STREET AND RIVER STREET SHEET CO.02 2040 HIGHWAY VIII WILMINNESOTA 03BOLTON Phone: (30) 231356 Email: Wilimar@bolton-menk.com m& MENK 1 ww.bolton-menk.com IESINEI RRDRAIssDeDfOR wry ixO RR 1HECIE1 JNo 1U W 13.1ll772 rvATE IMONTICELLO, MINNESOTA 2019 WALNUT STREET IMPROVEMENTS EXISTING CONDITIONS AND REMOVAL PLAN WALNUT STREET AND RIVER STREET SHEET CO.02 5L0 I I 7/ l� 20" CONCRETE CURB & GUTTER DESIGN D4 - MODIFIED NOT TO SCALE 3" R 6" 0.5" R SLOPE 0.75" PER FOOT 6" o.s" R 135„ y e P I 1„ / 8„ 24„ MATCH I SLOPE 0.5" R f CONCRETE CURB & GUTTER DESIGN B624 NOT TO SCALE CONCRETE CURB & GUTTER DESIGN 8624, GUTTER OUT NOT TO SCALE DETAILS - NOT TO SCALE 13,5„ ITYP) 11.15" s" CONCRETE PAVEMENT (2531) 5" AGGREGATE BASE, CL 5 (2211) (INCIDENTAL) SUBGRADE PREPARATION (2112) (INCIDENTAL) CONCRETE WALK NOT TO SCALE -7" CONCRETE PAVEMENT (2531) -5" AGGREGATE BASE, CL 5 (2211) (INCIDENTAL) -SUBGRADE PREPARATION (2112) (INCIDENTAL) CONCRETE WALK - PEDESTRIAN RAMP NOT TO SCALE Z!*05VERFLOW OF EIGHT PLAN WIMCO ROAD DRAIN CG -23" HIGH FLOW INLET PROTECTION CURB AND GUTTER MODEL DEFLECTOR PLATE OR CITY APPROVED EQUAL. OVERFLOW IS 14 OF THE CURB BOX HEIGHT OVERFLOW AT TOP OF FILTER ASSEMBLY " FOR THE NEW R -3290 -VB STANDARD CASTING, INSTALL WIMCO ROAD DRAIN CG -3290 OR CITY APPROVED EQUAL 1--2" TYPE SP 12.5 WEARING COURSE (SPWEB440F) (2360) 2" TYPE SP 12.5 WEARING COURSE (SPWEB440F) (2360) 3" TYPE SP 12.5 NON WEARING COURSE (SPNW430B) (2360) 6" AGGREGATE BASE, CL 5 (2211) (INCIDENTAL) SUBGRADE PREPARATION (2112) (INCIDENTAL) BITUMINOUS FULL DEPTH PATCH - BROADWAY STREET NOT TO SCALE Q CASTING ADJUSTING RINGS 4" MIN - 12" MAX STANDARD FRAME & COVER DIAMETER. 6' ON -GRADE INSTAAL INFRA SHIELD (OR MPCHIMN (ORNAL SURFACE YEOJAUSUL �ROPDWAY CHIMNEY SEAL SEE MPDOTSTANDARD PLATE 4020 Q MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS -I -PF FOR COVER REQUIREMENTS COVER WALL CONSTRUCTION SHALL BE CLASS II PRECAST PIPE, EXCEPT 48" DIA MAY BE Qz ASTM C 478 CONCRETE PIPE. SEE MDDOT STANDARD _ 8" CAST -IN-PLACE F CONCRETE PLATE 3000 (NO TONGUE OR GROOVE AT TOP OR BOTTOM OF THIS SECTION). CAST -IN-PLACE CONCRETE OR MASONRY CONSTRUCTION 4' TO 10 c (BRICK OREBLOCK) ALLOWED ONLY IF APPROVED BY ENGI3. wo; CONCRETE DOGHOUSE REQUIRED ON 8" OUTSIDE AND INSIDE OF STRUCTURE E� AND PIPE CONNECTION rk STRUCTURE - 8" POURED CONCRETE BASE, FOR ALTERNATE PRECAST CONCRETE DIA BASE. SEE MDDOT STANDARD PLATE 4011 (MODIFY DIAMETER AND 2" RAISED AREA TO FB REQUIRED DIAMETER. FILTER ASSEMBLY Qi REFER TO STANDARD PLANS FOR HEIGHT AND DIAMETER. 6' ON -GRADE DIAMETER REQUIRED. 10" AT LOW POINT Q MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS -I -PF (BY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA REGULATIONS HIGH-FLOW FABRIC AND SPACED 16" OC. Q3 MINIMUM STEEL REINFORCEMENT 8" ® EQUIVALENT STEEL AREA IN WIRE MESHANHOLE'�" MAY BE USED OR PLASTERED CATCH EXTERIOR BASIN MANHOLE..;_ OR CATCH © GENERAL DIMENSIONS FOR CONCRETE APPLY TO BRICK AND CONCRETE MASONRY UNIT DIA BASIN IA CONSTRUCTION ALSO, EXCEPT AS NOTED. SEWER BRICK (MPDOT SPEC 3616) BLOCK 12" MINIMUM FOR PRECAST, 3 BRICKS OR MASONRY CONSTRUCTION 1 BLOCK MINIMUM FOR MASONRY CONSTUCTION © REINFORCEMENT AS PER MDDOT SPEC 3301. GRADE 60. \ I / TYPE SP 12.5 WEARING COURSE (SPWEB440F) (2360) 2" TYPE SP 12.5 WEARING COURSE (SPNWB430B) (2360) 8" AGGREGATE BASE, CL 5 (2211) (INCIDENTAL) SUBGRADE PREPARATION (2112) (INCIDENTAL) BITUMINOUS PATCH -WALNUT STREET NOT TO SCALE —2" TYPE SP 12.5 WEARING COURSE (SPWEB440F) (2360) 2" TYPE SP 12.5 WEARING COURSE (SPWEB440F) (2360) 3" TYPE SP 12.5 NON WEARING COURSE (SPNW430B) (2360) SUBGRADE PREPARATION (2112) (INCIDENTAL) BITUMINOUS PATCH - BROADWAY STREET NOT TO SCALE L to FREENAH N0. R -306)-V RB CU PLAN -4' CONCRETE COLLAR ALL STORM SEWER CASTING ELEVATIONS INSTALL INFRA SHIELD SHOWN ON TIE PWIS HAVE BEEN (O ORR APPROVED EQUAL) DEPRESSED 0.10' BERLIN ER W GUTT n ELEVATION (SEE OETNL 5003) Title: title: Inlet Protection Standard Manhole for :Standard Plate Library jt�dard Plate Library Standard Plate Library Catch Basin Insert y Storm Sewer City of Monticello City of Monticello Date: Plate No. ty ofMonticello Date: _ Plate Na.03-07 04001�� Reviaea'03-15 � 6004 , I HERE6Y CERTIFY THAT THIS PLAIN, SPECIFICATION, OR REPORT WAS PREPARED DESIDNE ISSOED Fox DATE , BY ME OR UNDER MY DIRECT SUPERVI5ION AN D THAT I AM A DU LY LICENSED 2040 HIGHWAY I2 EAST DRR ixD 11 MONTICELLO, MINNESOTA PROFESSIONAL LANDSCAPE ARCHrtECTUNDER THE LAWS OFmESTATE OF BOLTON iDRAWN MINNESOTA W LLMAR, MINNESOTA 56201 ECxE Phone: (3201231-3956 RR I 2019 WALNUT STREET IMPROVEMENTS JUSTIN L. KANSAS & M E N K Email: ww.b lton-men-menk.com D JLK NC RD 45055 DATE 03/20/19 www.bolton-menk.com W13..11 i DETAILS a1 W 13.117772 Title: Standard Catch Basin Des -R1 Date: 03-05 Plate No. Revised: 03-17 4002 SHEET C1.01 LEGEND PLAN LEGEND TRUNCATED DOMES B624 CONCRETE CURB AND NOTE: GUTTER 1. ALL SPOT ELEVATIONS ARE LANDING AREA TO BACK OF CURB UNLESS MAX. 2.0% CROSS SLOPE IN ALL DIRECTIONS. 8624 CONCRETE CURB AND OTHERWISE NOTED GUTTER (GUTTER OUT) INDICATES PEDESTRIAN RAMP - SLOPE SHALL (5� BE BETWEEN 5.0% MIN. AND 8.33% MAX. IN , 04 -MOD CONCRETE CURB THE DIRECTION SHOWN AND CROSS SLOPE — AND GUTTER SHALL NOT EXCEED 2.0%. A INLET PROTECTION INDICATES PEDESTRIAN RAMP - SLOPE SHALL GREATER THAT 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE I NOT EXCEED 2.0% II INDICATES TRANSITION PANEL -CORRECTIONS SHOULD NOT EXCEED 0.5% PER FOOT CROSS � SLOPE. F NECESSARY EXTEND LIMITS „L I 9 .96 v I Y P � � VIIIA x �� ---- — I �q c c I c c � ----------�_ --- o.a % i a .58%, — o dE r—OE--- 0 C f _------- - 927 _,% / 1 _ I F 'rJ' ---------------------------- J� G o _ ? — » i O �I —>= —>—>—> o 411 1 I AAi 11 j '-- '—I—I—I —I—I I c �e V li _II ,--Q 927 1 7>- I, o— o� A 1/ �� —_-- -- ---- I II✓� I I I I I - - - - - - 0 10 20 W HORZ. g` SCALE FEET o OE OE OE CSE OE v I / L \ L D4-MODIFIEb ONv RETE-C�B 'ND GUTTER 7 I c A I _ 9 (T T s� v iI I — I I. III I I IIII I v it — ' III UI I III 'I I I I III II I Ili IIII ISI ISI IIII 'ICIIT PR FESSIONAI ANDSTTHIS RCHI SPECIFICATION, LAWSORT THE I BOLTON EY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONAL IANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA IS JUSTIN L. KANNAS & MEN K uc. xD 45055 DATE 03/20/19 2040 HIGHWAY 12 EAST DI-EDNO 1�D RR fox WILLMAR, MINNESOTA 56201 W" RR Phone: (320) 231-3956 EcxeD Email: Willmar@bolton-menk.com JLK www.bolton-menk.comNoT aLENPRo� W13.117772 I OF r I --**" --AO- I Fri� 14 u p p II II I I I I OE OE OE OE ' WALNUT STREET B619GUTTER OUT CONCRETE CURB AND GUTTER I I I I I I I Y ------------ - --.—----- .........— - - MONTICELLO, MINNESOTA 2019 WALNUT STREET IMPROVEMENTS GRADING PLAN BROADWAY STREET AND WALNUT STREET SHEET C3.01 PLAN LEGEND B624 CONCRETE CURB AND GUTTER B624 CONCRETE CURB AND GUTTER (GUTTER OUT) D4 -MOD CONCRETE CURB — AND GUTTER INLET PROTECTION -1 --------------------------- , � I Illi c _ c c =fc BVI ----- — -- c c I c D -------------- -------------- _ E OE — OE — OE OE — �.& .®8� \ ---_—------------------- J _ --- —------------ s \ O T �°' I I s e \\ 10 OF 7� R� �mrn o De - -------- / Ge OF Or P STAIRS ELEV.=927.10 ��-------- x`6618 CONCRETE �a CURB AND GUTTER (GUTTER OUT) O ,,r 9d — 0.72%, _ — LJ 8618 CONCRETE CURB AND GUTTER 9� `'o d as zg a� N4 Y 0 10 20 W HORZ. SCALE FEET o ` I I y^ O IIII _ - IIII I ------' III � m1 I I � S I I I I II LU WV' '---------------- I �� III p[ �' I. � \ \ -------------------------- -- --- -- I III � �I E OE 0 -�-I` OE E OE J, \ Q E�I Y fY III m \ ------------------ - -- o -- - - ---- Lu ^' III i �G - 1! F— c — c - --- ------ ---- l AI —tea \ a \\ -- — --- - -�--- ----------------------------- On lm m III a/��\ — —- -- _ —_— — ——_�_�_—_—_—_—_ —_— — -- -C - T-------1 - q111 _� \ — ' � WALNUT STREET rA - -_——__—_ 1 L II III I'll I I�Irtl�lm I- ^ IIII-J-------_-_— — —— -J__________ III rr I I /—`�------------------- — i/J --�---- ----� --- ------ I � —— j li co E E"',—E_E�E— \\\\ yl / I , I -_---- ---- - --- A 0+ �aeD ogl I� S 6 64% 6 7% — — — — — -- c' e' ' —TI --------- -----_ `'a 618 CONCRETE CURBI— v NO GUTTER — ' II I II I I BOTTOMIOF STAIRS ELEV.=922.7 II I II III III v — jI 11I ' IIII III I ill I _ it v I HEREBY CERTIFYTHATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPAREb BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA JUSTIN L. KANSAS BC. No 45055 DATE 03/20/19 / I o Z) BOLTON & MENK 2040 HIGHWAY 12 EAST WILLMAR, MINNESOTA 56201 Phone: (320) 231-3956 Email: Willmar@bolton-menk.com www.bolton-menk.com i NED RR INo ILAUeD E -N DRAWN RR CHECNED JLK cLlE.TNo W 13117772 I LEGEND TRUNCATED DOMES LANDING AREA MAX. 2.0% CROSS SLOPE IN ALL DIRECTIONS. INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MIN. AND 8.33% MAX. IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GIREATER THAT 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL F NOT EXCEED 2.0% INDICATES TRANSITION PANEL -CORRECTIONS SHOULD NOT EXCEED 0.5% PER FOOT CROSS SLOPE. IF NECESSARY EXTEND LIMITS DATE IMONTICELLO, MINNESOTA 2019 WALNUT STREET IMPROVEMENTS GRADING PLAN RIVER STREET AND WALNUT STREET SHEET C3.02 IZ 77/ 0 10 20 W HORZ. g` SCALE FEET O »—»» 5" NYLOPLAST INLET W/DROP IN GRATE I � I - f- --------------- _ F — — — — — — — , OE — — — — — — — ---- —_-- _-- 0 OE �fD� OE OE -- OE OE OE ---DE--- OE OE E E p III 1 I\I1 / » » >> >> — >> » /�/ _ �» » ^I ��< I lo m0 _ILL — — — — _ _ _ _ _ _ _ _ _ _ — — — — — — — — I -- L --------- --- —�--- _\ O -------- ------ — — — — — — — — — — I I HERE BY CERTIFYTHATTHIS PIAN, SPECIFICATON, OR REPORT "I PREPARED EY ME OR UNDER MY DIRECT SUPERVISION AN D THAT I AM A DU LY LICENSED PROFESSIONAL LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA 11111 BOLTON I 2040 HIGHWAY 12 EAST WILLMAR, MINNESOTA 56201 DESINED fax RR ixD I.—DATE D—N MONTICELLO, MINNESOTA SHEET 1 Phone: (3201231-3956 Email: Willmar@bolton-menk.com RR CHECIED 1LK ! 2019 WALNUT STREET IMPROVEMENTS STORM SEWER PLAN C5.�1 JUSTIN L. KANNAS & M E N K www.bolton-menk.com IC x0 45055 DATE 03/20/19 Rol rvo aw13.11nn 1 1 WALNUT STREET AND BROADWAY STREET � Q c \MH-5\�ow R= 06\ 1=918.75 1 E \ \ « « I< « « « 11=918.6 12" E 1=918.65 10" E c n v \ c\. / / ♦* / \, ` ADA COM PLIANT CASTINGANDGRATEWITHN0CURB BOX ZI 41 / / °� �� r ♦*♦*♦ ° \ A c ° C ♦.♦ `. / �a DES 4022 \ 8926.55 1=9 31 12" SE DES 4022 / -9,9.72 12" NW R=926.64 \ \ 1=921.03 12" SW \ /\ / o� / // •I / 1 & // / �� \ / Q 01 / 4/ / L L/ p. / 01 z DES 4022 R=926.87 1=920.83 12" NE 1=920.73 12" NW / o i u'n THERE YCERTIFYTHAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDDESIDrvE I"""'R DATE �n BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED DRR ixD MONTICELLO, MINNESOTA SHEET PROFESSIONAL LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF2040 HIGHWAY 12 EAST 0 5 10 MINNESOTA BOLTON WILLMAR, MINNESOTA 56201 DRAWN RR 3 HORZ. Phone: (320)231-3956 RE 2019 WALNUT STREET IMPROVEMENTS C SCALE FEET D i o C5.02 JUSTIN L. KANSAS & M E N K Email: wlwbolton-menk.conk.com ENTPR STORM SEWER PLAN (9 DC NO asoss DATE 03/20/19 W13.117772 I WALNUT STREET AND RIVER STREET PLAN LEGEND BITUMINOUS FULL DEPTH PATCH - BROADWAY STREET ® BITUMINOUS PATCH - BROADWAY STREET ® BITUMINOUS PATCH - WALNUT STREET PEDESTRIAN RAMP 7" CONCRETE WALK � I / —_—dE —DE___ O OE—C� 1�'�E OE , — C -T—C C C ±---1--L------ - - - - W o TAPER TO MATCH EXISTING 0 "F -7 t 1— .30.91' - m V z A PARKING STALL STRIPING w 4" MULTI -COMP (WHITE) 10 . m 2' CONCRETE EDGE " N O A D A iN u 58470 y 1 1 r -- -- L ---------- - a a 4 1 i E , E E E E E E 1 i- - - - - -- a �J a r o I I IY/ 0 10 20 W HORZ. g` SCALE FEET o O 7" CONCRETE WALK / PROTECT EXISTING THERMOPLASTIC - 1/ CROSSWALK- POUR CURB LIP AGAINST EDGE OF EXISTING BITUMINOUS PAVEMENT -Of- ',A®wo" — OE — CIE OE OE — — I O <- CROSSWALK MARKINGS TYP. (MULTI COMP) I HERE BY CERTIFYTHATTHIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDo BY ME OR UNDER MY DIRECT SUPERVISION AN D THAT I AM A DU LY LICENSED II TINE I.—fax DATE RR N aLn II I II II � 2040 HIGHWAY 12 EAST WILLMAR, MINNESOTA 56201 DRAWN II ZZ 1& M E N K 15 6� II� II II RIS ww.b lton-men-menk.com www.bolton-menk.com L J -6 s - R14.33' 812.9, OE OE OE OE OE OE OE E O 7" CONCRETE WALK / PROTECT EXISTING THERMOPLASTIC - 1/ CROSSWALK- POUR CURB LIP AGAINST EDGE OF EXISTING BITUMINOUS PAVEMENT -Of- ',A®wo" — OE — CIE OE OE — — I O <- CROSSWALK MARKINGS TYP. (MULTI COMP) I HERE BY CERTIFYTHATTHIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDo BY ME OR UNDER MY DIRECT SUPERVISION AN D THAT I AM A DU LY LICENSED TINE I.—fax DATE RR PROFESSIONAL LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA 11111 BOLTON 2040 HIGHWAY 12 EAST WILLMAR, MINNESOTA 56201 DRAWN JUSTIN L. KANSAS 1& M E N K Phone: (320)231 -men Email: RR CHECIED JLK I DC No 45055 DATE 03/20/19 ww.b lton-men-menk.com www.bolton-menk.com ROL 1 i CLW 13.117772 I I R15.67' MONTICELLO, MINNESOTA 2019 WALNUT STREET IMPROVEMENTS SURFACING PLAN WALNUT STREET AND BROADWAY STREET SHEET C6.01 f PLAN LEGEND BITUMINOUS FULL DEPTH PATCH - BROADWAY STREET BITUMINOUS PATCH - BROADWAY STREET BITUMINOUS PATCH - WALNUT STREET PEDESTRIAN RAMP 7" CONCRETE WALK I I I 4c C_TC—c cmc c c c c cc c—cam — — — — I I I I c�c�lc II — III �— l— � �c�c c c— — — — —I— — — J ----------- — — — — — — — — — — ------------------ — — — — — — — — — — — — — ^ OE OE OE OE OE OE o OE _SLE__.— �E —__— �E— _ OE --- OE OE D O: �E- --- ------t ------------------------ °P I 11.89 I I I OF \ °F I �\ ° pF \ O I m I \ O, II\ O 90 90 \ O ^\ I I o — — ----- — N // r�r I °m �I \I11 I om----------------------------------- 0 r ® 0. IT I p a I I I 110 4" MULTI -COM HITE) I I� I II u r 0 10 20 HORZ. SCALE FEET I HEREBY CERTIFYTHATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED E ARCHITECT BY ME OR UNDER LANDSCAPE ER THE LAWS OF DULY LICENSED PROFESSIONAL RMYDAECT SUPrtERUNANDTHAT I AM F THESTATE MINNESOTA JUSTIN L. KANSAS „1 — 45055 03/20/19 I II 0 II I I' I w LLL III � III H I III N III III � u.l III I III 11 1 IC) o III _ I III � � jl II ^ III III III III o III �I m I � o IIII I p OE Q OE ^ PE OE OE OE OE _- n II III I III c�a+—C—c c c —70. c II I AAA v III vvv� II I , 1 II I m 1 ^ n II c7i I II I O r ^ 4" MU I-C011P (WH I I II 11 II .I I y — -------------- ----------- — — — — — — — — — — — — — — — — ^ E�\\ E E E \\\ 45.82'171 - -- -- -- o� C C ' C � — — — — — — — — — — — — — — — — — — c \ 1 / I I I I II I II I II I III II I III I III I III 2040 HIGHWAY WILoMINNESOTA 03BOLTON Pne:(30)2313 Email: nco m& MENK ww.bolton-menk.com 7n I ao ^M ¢L l I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I I rl/ � I\ I E OE OE °EO 0 \ o \ O \c\ o \ - — — — — — — — — — — — — — — — — — — — — — — — — WALNUT STREET INED RR I 1 I—E"E"R "ATE MONTICELLO, MINNESOTA SHEET DRAWN RE RR 2019 WALNUT STREET IMPROVEMENTS1HEC6.�2 D JLK ! SURFACING PLAN ESI W13.117772 RIVER STREET AND WALNUT STREET E a a o3 O± m 0 N BACK OF CURB QFLOW LINE `t FRONT OF GUTTER LuO ELI o; �O W 0 A /S FLIARE'1FLLARE OOII 01. O A-] PERPENDICULAR 0� NON -WALKABLE OR WALKABLE SURFACE I NON -WALKABLE OR O WALKABLE SURFACE FLARE 0" 0" n (1i) A-] TIERED PERPENDICULAR C 7 I ^-- 5011 0" 19 n C o PARALLEL m a3 3 CURB OR _ VAR. 4' O" MIN. CURB AND GUTTE RAMP REQUIRED LANDING a 1/4" R. 0.02 FT./FT. MAX. > 0.05 FT./FT. AND ' CONCRETE <0.083 FT./FT PREFERRED WALK a SECTION A -A PERPENDICULAR/TIERED/DIAGONAL a CURB OR C) CURB AND GUTTER VAR.- - 4'0" MIN. RAMP REQUIRED LANDING o LLj ? o.aA. °. a 0.02 FT./FT. MAX. 2 oiJ :.'v_... '- 6.. CONCRETE > 0.02 FT./FT. AND J ti WALK 5 0.05 FT./FT PREFERRED W CE at STRAI MAY I so (a - SECTION B—B 4'0"MIN. _I FAN1/4" R. REQUIRED LANDING 6 REVISION: CURB ORCURB AND GUTTER J CONCRETE 0.02 FT./FT. MAX. APPRQVED: JANUARY 23, 2017 WALK IN4� SECTION C—C OPERATIONS ENGINEER PARALLEL/DEPRESSED CORNER IH ERE BY CERTIFY THAT THIS PUN SPECIFICATION OR REPORT WAS PREPARED rl at FAN 10 MODIFIED FAN 10 USED WHEN RIGHT-OF-WAY IS CONSTRAINED I DEPRESSED CORNER WALK NON -WALKABLE OR WALKABLE - SURFACE 2% MAX. W W J J m m W Q Q U Y Y Q aQ� 33� M '^ 0 0 �Z = MAX. 8%-10% FLARE DIAGONAL SHALL ONLY BE USED AFTER ALL Q OTHER CURB RAMP TYPES HAVE BEEN EVALUATED AND DEEMED IMPRACTICAL 8X-10% FLARE NOTES: LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE (PAR)CHANGES DIRECTION,AT THE TOP OF RAMPS THAT HAVE RUNNING SLOPES GREATER THAN 5.0%. AND IF THE APPROACHING WALK IS INVERSE GRADE GREATER THAN 2%. INITIAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN 15'FROM THE BACK OF CURB,WITH 6'FROM THE BACK OF CURB BEING THE PREFERRED DISTANCE,ONLY APPLICABLE WHEN THE INITIAL RAMP RUNNING SLOPE IS OVER 5.0X. SECONDARY CURB RAMP LANDINGS ARE REQUIRED FOR EVERY 30" OF VERTICAL RISE WHEN THE LONGITUDINAL RUNNING SLOPE IS GREATER THAN 5.0%. CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS WITHIN THE PAR.1/4" DEEP VISUAL JOINTS SHALL BE USED AT THE TOPS OF CONCRETE FLARES ADJACENT TO WALKABLE SURFACES. ALL GRADE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL.THUS BOTH SIDES OF A SLOPED WALKING SURFACE MUST BE EQUAL LENGTH. (EXCEPT AS STATED IN © BELOW. TO ENSURE INITIAL RAMPS AND INITIAL LANDINGS ARE PROPERLY CONSTRUCTED, LANDINGS SHALL BE CAST SEPARATELY. FOLLOW SIDEWALK REINFORCEMENT DETAILS ON SHEET 6 AND THE ADA SPECIAL PROVISIONS - PROSECUTION OF WORK (ADA). TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE. WHEN THE BOULEVARD IS 4' WIDE OR LESS, THE TOP OF CURB TAPER SHALL MATCH THE RAMP SLOPES TO REDUCE NEGATIVE BOULEVARD SLOPES FROM THE TOP BACK OF CURB TO THE PAR. ALL RAMP TYPES SHOULD HAVE A MINIMUM 3' LONG RAMP LENGTH. 4' MINIMUM WIDTH OF DETECTABLE WARNING IS REQUIRED FOR ALL RAMPS. DETECTABLE WARNINGS SHALL CONTINUOUSLY EXTEND FOR A MIN. OF 24" IN THE PATH OF TRAVEL. DETECTABLE WARNING TO COVER ENTIRE WIDTH OF SHARED -USE PATHS AND THE ENTIRE PAR WIDTH OF THE WALK. DETECTABLE WARNING SHOULD BE 6" LESS THAN THE PAR/TRAIL WIDTH. ARC LENGTH OF RADIAL DETECTABLE WARNINGS SHOULD NOT BE GREATER THAN 20 FEET. RECTANGULAR DETECTABLE WARNINGS SHALL BE SETBACK 3" FROM THE BACK OF CURB. RADIAL DETECTABLE WARNINGS SHALL BE SETBACK 3" MINIMUM TO 6" MAXIMUM FROM THE BACK OF CURB. QI MATCH FULL HEIGHT CURB. Q2 4' MINIMUM DEPTH LANDING REQUIRED ACROSS TOP OF RAMP. O 3" HIGH CURB WHEN USING A 3' LONG RAMP, 4" HIGH CURB WHEN USING A 4' LONG RAMP. 0 SEE SHEET 4 OF 6, TYPICAL SIDE TREATMENT OPTIONS, FOR DETAILS ON FLARES AND RETURNED CURBS, WHEN INITIAL LANDING IS AT FULL CURB HEIGHT. Q5 DETECTABLE WARNINGS MAY BE PART OF THE 4'X 4' MIN. LANDING AREA IF IT IS NOT FEASIBLE TO CONSTRUCT THE LANDING OUTSIDE OF THE DETECTABLE WARNING AREA. © THE GRADE BREAK SHALL BE PERPENDICULAR TO THE BACK OF WALK. THIS WILL ENSURE THAT THE GRADE BREAK IS PERPENDICULAR TO THE DIRECTION OF TRAVEL. (TYPICAL FOR ALL) O WHEN ADJACENT TO GRASS, GRADING SHALL ALWAYS BE USED WHEN FEASIBLE.V CURB, IF USED, SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. WHEN ADJACENT TO PARKING LOTS, CONCRETE OR BITUMINOUS TAPERS SHOULD BE USED OVER V CURB TO REDUCE TRIPPING HAZARDS AND FACILITATE SNOW & ICE REMOVAL. 8 A 7'MIN TOP RADIUS GRADE BREAK REQUIRED TO BE CONSTRUCTIBLE. 9 PAVE FULL WALK WIDTH. SLOPES ON FANS SHALL ONLY BE USED WHEN ALL OTHER FEASIBLE OPTIONS HAVE BEEN EVALUATED AND DEEMED IMPRACTICAL. LEGEND THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.3X OR FLATTER ARE ALLOWED. INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN AND THE CROSS SLOPE SHALL NOT EXCEED 2.0%. INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. ®LANDING AREA - 4'X 4'MIN. (5'X 5' MIN. PREFERRED) DIMENSIONS AND MAX 2.0% SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS. X" CURB HEIGHT M11STANDARD PLAN 5-297.250 I 1 OF 6 /1 APPROVED: 1-23-2017 MINN@SOTA /I �,^ REVISED: DEPARTMENT / l STATE PROJs NO• OF TRANSPORTATION STATE DESI ENG�ERJ BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED 2040 HIGHWAY I2 EAST DESIGNER RR IswEO fox Ogre PROFESSIONAL LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF BOLTON DRAWN MINNESOTA WI Plone:MINNESOTA 56201 aE RR & MEN K Phone: (320) 231 -men D JUSTIN L. KANNAS Email: Willmar@bolton-menk.com cxE JLK ' JUSTIN Dn.E 03/20/19 www.bolton-menk.com CLIENT PRw NO UONO W13.117772 I PEDESTRIAN CURB RAMP DETAILS (T.H. ) SHEET NO. OF SHEETS MONTICELLO, MINNESOTA I SHEET 2019 WALNUT STREET IMPROVEMENTS I C8.01 STANDARD PLATES & PLANS PEDESTRIAN RAMP DETAILS c 4 N 0 N 19 U) 0 a m E WALKABLE SURFACE F O fff O 2' MAX © pLL 0.1 ® S ® SURFACEKABLE 'O O3 A9P,�s pLL � _ 2 4 c"p9 i 0" 5' MAX O Fo n 1 COMBINED DIRECTIONAL QQ BACK OF CURB FLOW LINE FRONT OF GUTTER 10 5' MAX O NON -WALKABLE / SSURFACE - O 0" �-------0 � LIF 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. STANDARD ONE-WAY DIRECTIONAL 09 Dom^ RAMP C NON -WALKABLE OR WALKABLE SURFACE 0" BACK OF CURB p FLOW LINE 0 0 V RAMP 8% TO 10% SLOPE I DIRECTIONAL RAMP WALKABLE FLARE — GRADE GRADE BREAK RAMP�'IN BREAK O RAMP MAX. 2.0% SLOPE f/ MAX 0% SLOPE 13 IN ALL DIRECTIONS AlLL DIRECTIONS 0' 13 13 I , p" (D 11 11 ' DETECTABLE WARNING PLACEMENT WHEN SETBACK CRITERIA IS EXCEEDED 12 ONE-WAY DIRECTIONAL WITH DETECTABLE WARNING AT BACK OF CURB 1.0% MIN. 2,0% MAX VAR. RAMP T2O;% oa 6" CONCRETE WALK 0% GUTTER SLOPE SECTION D -D 6" CONCRETE WALK 3" MINIMUM CLASS 5 AGGREGATE BASE V C0.. 4 . .' .�..� TYPICAL SIDEWALK SECTION WITHIN INTERSECTION CORNER NOTES: LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE (PAR)CHANGES DIRECTION, AT THE TOP OF RAMPS THAT HAVE RUNNING SLOPES GREATER THAN 5.0%, AND IF THE APPROACHING WALK IS INVERSE GRADE. INITIAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN 15' FROM THE BACK OF CURB, WITH 6' FROM THE BACK OF CURB BEING THE PREFERRED DISTANCE, ONLY APPLICABLE WHEN THE INITIAL RAMP RUNNING SLOPE IS OVER 5.0%. SECONDARY CURB RAMP LANDINGS ARE REQUIRED FOR EVERY 30" OF VERTICAL RISE WHEN THE LONGITUDINAL SLOPE IS GREATER THAN 5.0%. CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS WITHIN THE PAR. 1/4" DEEP VISUAL JOINTS SHALL BE USED AT THE TOP GRADE BREAK OF CONCRETE FLARES ADJACENT TO WALKABLE SURFACES. ALL GRADE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL. THUS BOTH SIDES OF A SLOPED WALKING SURFACE MUST BE EQUAL LENGTH. TO ENSURE INITIAL RAMPS AND INITIAL LANDINGS ARE PROPERLY CONSTRUCTED, LANDINGS SHALL BE CAST SEPARATELY. FOLLOW SIDEWALK REINFORCEMENT DETAILS ON SHEET 6 AND THE ADA SPECIAL PROVISION (PROSECUTION OF WORK). TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE. WHEN THE BOULEVARD IS 4' WIDE OR LESS, THE TOP OF CURB TAPER SHALL MATCH THE RAMP SLOPES TO REDUCE NEGATIVE BOULEVARD SLOPES FROM THE TOP BACK OF CURB TO THE PAR. ALL RAMP TYPES SHOULD HAVE A MINIMUM 3' LONG RAMP LENGTH. 4' MINIMUM WIDTH OF DETECTABLE WARNING IS REQUIRED FOR ALL RAMPS. DETECTABLE WARNINGS SHALL CONTINUOUSLY EXTEND FOR A MIN. OF 24" IN THE PATH OF TRAVEL. DETECTABLE WARNING TO COVER ENTIRE WIDTH OF SHARED -USE PATH AND THE ENTIRE PAR WIDTH OF THE WALK. DETECTABLE WARNING SHOULD BE 6" LESS THAN THE PAR/PATH WIDTH. ARC LENGTH OF RADIAL DETECTABLE WARNINGS SHOULD NOT BE GREATER THAN 20 FEET. RADIAL DETECTABLE WARNINGS SHALL BE SETBACK 3" MINIMUM TO 6" MAXIMUM FROM THE BACK OF CURB. SEE NOTES QO & 11 FOR INFORMATION REGARDING RECTANGULAR DETECTABLE WARNING PLACEMENT. Q1 MATCH FULL CURB HEIGHT. OZ 3" HIGH CURB WHEN USING A 3' LONG RAMP 4" HIGH CURB WHEN USING A 4' LONG RAMP. O3 3" MINIMUM CURB HEIGHT (5.5' MIN. DISTANCE REQUIRED BETWEEN DOMES) 4" PREFERRED (7' MIN. DISTANCE REQUIRED BETWEEN DOMES). O4 THE "BUMP" IN BETWEEN THE RAMPS SHOULD NOT BE IN THE PATH OF TRAVEL FOR COMBINED DIRECTIONAL RAMPS. IF THIS OCCURS MODIFY THE RAMP LOCATION OR SWITCH RAMP TO A FAN/DEPRESSED CORNER. SO WHEN USING CONCRETE PAVED FLARES ON THE OUTSIDE OF DIRECTIONAL RAMPS, AND ADJACENT TO A WALKABLE SURFACE, DIRECTIONAL RAMP FLARES SHOULD BE USED. SEE THE DETAIL ON THIS SHEET. © GRADING SHALL ALWAYS BE USED WHEN FEASIBLE.V CURB, IF USED, SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. WHEN ADJACENT TO PARKING LOTS, CONCRETE OR BITUMINOUS TAPERS SHOULD BE USED OVER V CURB TO REDUCE TRIPPING HAZARDS AND FACILITATE SNOW & ICE REMOVAL. O7 MAX. 2.0% SLOPE IN ALL DIRECTIONS IN FRONT OF GRADE BREAK AND DRAIN TO FLOW LINE. SHALL BE CONSTRUCTED INTEGRAL WITH CURB AND GUTTER. ® 8% TO 10% WALKABLE FLARE. O9 PLACE DOMES AT THE BACK OF CURB WHEN ALLOWABLE SETBACK CRITERIA IS EXCEEDED. Op FRONT EDGE OF DETECTABLE WARNING SHALL BE SET BACK 2' MAXIMUM WHEN ADJACENT TO WALKABLE SURFACE, AND 51 MAXIMUM WHEN ADJACENT TO NON -WALKABLE SURFACE WITH ONE CORNER SET 3" FROM BACK OF CURB.A WALKABLE SURFACE IS DEFINED AS A PAVED SURFACE ADJACENT TO A CURB RAMP WITHOUT RAISED OBSTACLES THAT COULD MISTAKENLY BE TRAVERSED BY A USER WHO IS VISUALLY IMPAIRED. 11 RECTANGULAR DETECTABLE WARNINGS MAY BE SETBACK UP TO 9" FROM THE BACK OF CURB WITH CORNERS SET 3" FROM BACK OF CURB. IF 9" SETBACK IS EXCEEDED USE RADIAL DETECTABLE WARNINGS. 12 FOR DIRECTIONAL RAMPS WITH THE DETECTABLE WARNINGS PLACED AT THE BACK OF CURB, THE DETECTABLE WARNINGS SHALL COVER THE ENTIRE WIDTH OF THE WALK/PATH. THIS ENSURES A DETECTABLE EDGE AND HELPS ELIMINATE THE CURB TAPER OBSTRUCTING THE PATH OF PEDESTRIAN TRAVEL. 13 THE CONCRETE WALK SHALL BE FORMED AND CONSTRUCTED PERPENDICULAR TO THE BACK OF CURB. MAINTAIN 3" BETWEEN EDGE OF DOMES AND EDGE OF CONCRETE. 14 TO BE USED FOR ALL DIRECTIONAL RAMPS, EXCEPT WHERE DOMES ARE PLACED ALONG THE BACK OF CURB. LEGEND THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.37 OR FLATTER ARE ALLOWED. 1 INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.07 MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN AND THE CROSS SLOPE SHALL NOT EXCEED 2.0%. INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. ®LANDING AREA - 4' X 4' MIN. (5' X 5' MIN. PREFERRED) DIMENSIONS AND MAX 2.0% SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS. X" CURB HEIGHT —_ FRONT OF GUTTER CURB FOR DIRECTIONAL RAMPS 14 STANDARD PLAN 5-297.250 2 OF 6 REVISION: APPROVED: 1-23-2017 PEDESTRIAN CURB RAMP DETAILS APPRQVED:JANUARY 23, 2017 MINN@SOTAONEN.'INEER REVISED: - - { �OPERATIONS DEPARTMENT V�yl DP STATE PROJ. NO. (T.H. ) SHEET NO. OF SHEETS NE ENGINEER TRANSPORTATION STATE DES) I IHERERV CERTIFY THAT THIS PIAN,SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONAL LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA A 2040 HIGHWAY 12 EAST ■1 BOLTON WILLMAR, MINNESOTA 56201 MINNE211) SOTA ICNER RR IaUE°r°R °ArE °RENEE MONTICELLO, MINNESOTA SHEET PMAR, 56 & M E N K Email: Willmar@bolton-menk.com RR �`"` °,UK 2019 WALNUT STREET IMPROVEMENTS STANDARD PLATES & PLANS C8�02 JUSTIN L. KANNAS S www.bolton-menk.com Rw NO LW13.11vn2 Nc 45055 On.E 03/20/19 I PEDESTRIAN RAMP DETAILS E FRONT OF GUTTER INSET A 4O O7 BACK OF CURB/ 1-1/4" FLOW LINE EDGE OF WALK 7° ° ° o ° 1/4" D ' .poo 24" 8-12" I PERPENDICULAR 1D INSET B VAR. RAMP INSET B OUTFLOW GUTTER BACK OF CURB/ EDGE OF WALK INSET A FRONT OF GUTTER O O BACK OF CURB/ /-1/4 FLOW LINE EDGE OF WALK A. u - . D°4 ., D A •, D. .p e . 0 • D ' e q, 'e 24" 8-12" NON PERPENDICULAR OO PEDESTRIAN ACCESS ROUTE CURB & GUTTER DETAIL I 20' MAX. RECOMMENDED TO NOT AFFECT PARKING - HOLD TANGENT 5' PAST OUTSIDE ZERO 1:3 MIN. TAPER (DOWNSTREAM SIDE) / 1. MIN. TO 1/ 1/2" MAX. :-7s o' '°.4 '4 '1.4 4 INSET A 1:3 MIN. TAPER 1:5 PREFERRED TAPER (UPSTREAM SIDE) HOLD TANGENT 5' PAST OUTSIDE ZERO U lL lL a w z 0 U w 0 w w ADA CURB EXTENSION WITH COMPOUND RADIUS (BUMP OUT) 9 REVISION: DIRECTION OF TRAFFIC APPRQVED:JANUARY 23, 2017 MAIN STREET OPERATIONS ENGINEER SMALL RAD 2'-10' TYPI( INSET A FRONT OF GUTTER BACK OF O FLOW LINE EDGE OF WALLK K/ 1-1/4" O4 O 3% o 1/4" 7" A '. I= 24" I_ 8-12" FOR CURB MACHINE PLACEMENT AROUND RADIUS (REGARDLESS OF RAMP TYPE) MILL VERTICAL - O & O EDGE EXISTING BIT. 2" BITUMINOUS PAVEMENT I MILL & PATCH :D7'O"O ":A':4••v' ,: 4';Y A;.':A'?�4 ;,': A';o-A;,' ' 4- 0 4. 4' d.•'. O'4.>• G.•. 0'4.4' C.•. 0.44. 4.•. 1 4" MIN I .. 2 ° SAWCUT BIT. PAVEMENT EXISTING BIT. PAVEMENT � /-v VARIABLE DEPTH PROJECTED CONCRETE BASE FRONT OF GUTTER FLOW LINE It OO 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 GRE �1/4LL 5% MAX. & MEN K -- ' 45055 On.c 03/20/19 'ICNOW13.117772 .'4. 4• 4 .' . 0'4. 4' a .. 0'4 4• g •'' .0'4:4 4 .' . 0'4 CLIENTPRw NO I 7" 24" 8-12" INSET B OUTFLOW GUTTER BACK OF CURB/ EDGE OF WALK INSET A FRONT OF GUTTER O O BACK OF CURB/ /-1/4 FLOW LINE EDGE OF WALK A. u - . D°4 ., D A •, D. .p e . 0 • D ' e q, 'e 24" 8-12" NON PERPENDICULAR OO PEDESTRIAN ACCESS ROUTE CURB & GUTTER DETAIL I 20' MAX. RECOMMENDED TO NOT AFFECT PARKING - HOLD TANGENT 5' PAST OUTSIDE ZERO 1:3 MIN. TAPER (DOWNSTREAM SIDE) / 1. MIN. TO 1/ 1/2" MAX. :-7s o' '°.4 '4 '1.4 4 INSET A 1:3 MIN. TAPER 1:5 PREFERRED TAPER (UPSTREAM SIDE) HOLD TANGENT 5' PAST OUTSIDE ZERO U lL lL a w z 0 U w 0 w w ADA CURB EXTENSION WITH COMPOUND RADIUS (BUMP OUT) 9 REVISION: DIRECTION OF TRAFFIC APPRQVED:JANUARY 23, 2017 MAIN STREET OPERATIONS ENGINEER SMALL RAD 2'-10' TYPI( INSET A FRONT OF GUTTER BACK OF O FLOW LINE EDGE OF WALLK K/ 1-1/4" O4 O 3% o 1/4" 7" A '. I= 24" I_ 8-12" FOR CURB MACHINE PLACEMENT AROUND RADIUS (REGARDLESS OF RAMP TYPE) MILL VERTICAL - O & O EDGE EXISTING BIT. 2" BITUMINOUS PAVEMENT I MILL & PATCH :D7'O"O ":A':4••v' ,: 4';Y A;.':A'?�4 ;,': A';o-A;,' ' 4- 0 4. 4' d.•'. O'4.>• G.•. 0'4.4' C.•. 0.44. 4.•. 1 4" MIN I .. 2 ° SAWCUT BIT. PAVEMENT EXISTING BIT. PAVEMENT � /-v VARIABLE DEPTH CONCRETE BASE OFSICNE IaUE"rOR °ATE R RR 2" BIT. PATCH It O5 & O4 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 GRE JUST JUSTIN L. KANNAS IS & MEN K '4 '4.d :',°'4 '4.d:'°'4 4.4 :'°'4 '4.d:'O'd ' 45055 On.c 03/20/19 'ICNOW13.117772 .'4. 4• 4 .' . 0'4. 4' a .. 0'4 4• g •'' .0'4:4 4 .' . 0'4 13• ' p .DoD°a,lo 12 z to I - - OPTIONAL SILL CURB WHEN SIDEWALK IS AT BACK OF CURB CONCRETE SILL TO BE USED ONLY WHEN SPECIFIED IN THE PLAN. SAWCUT BIT. PAVEMENT OS & EXISTING BIT?//7 REMOVE & REPLACE PAVEMENT BIT. PAVEMENT :0'0.D : 4, y,'4.: , 4.:o-°°°'.•, 4. V .' : 4o-°;: d.. 0'4.4' .4... .04 ..4:,. .04.> d ods d i 4 4:4•°..4•°4:4.4 ..4. 4.4•°.. 4'�4: 4•4.. 4•> 24" MIN. SAWCUT CONCRETE PAVEMENT EXISTING CONCRETE PAVEMENT I \ 4 °. p .0'_0.0. .0 p _ �• 9 s: 4•a .. Q' 4j 4'a .. C' 4' 4'a•.. 4' 4: 4'a•..'4' A t °.4•.o"�'0: e°:4;.0^°4.°4; '4'4.4: 0'4'°.4: '4'4,4: '44.'a,4: c ' t/2 .'v '� �. 4::C.°°;%: 4':W 4;%: 4•:4. .°` 24" MIN 1 9'.� ONLY ALLOWED PER ENGINEER'S APPROVAL PAVEMENT TREATMENT OPTIONS IN FRONT OF CURB & GUTTER FOR USE ON CURB RAMP RETROFITS COMBINED DIRECTIONAL to (COMPOUND RADIUS) NOTES: POSITIVE FLOW LINE DRAINAGE SHALL BE MAINTAINED THROUGH THE PEDESTRIAN ACCESS ROUTE (PAR)AT A 2% MAXIMUM. NO PONDING SHALL BE PRESENT IN THE PAR. ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE SHALL NOT BE GREATER THAN 1/4 INCH. Q1 FOR USE AT CURB CUTS WHERE THE PEDESTRIAN'S PATH OF TRAVEL IS ASSUMED PERPENDICULAR TO THE GUTTER FLOW LINE. RAMP TYPES INCLUDE: PERPENDICULAR, TIERED PERPENDICULAR, PARALLEL, AND DIAGONAL RAMPS. 02 FOR USE AT CURB RAMPS WHERE THE PEDESTRIAN'S PATH OF TRAVEL IS ASSUMED NON PERPENDICULAR TO THE GUTTER FLOW LINE. RAMP TYPES INCLUDE: FANS & DEPRESSED CORNERS. Q3 BEGIN GUTTER SLOPE TRANSITION 10' OUTSIDE OF ALL CURB RAMPS. Q4 THERE SHALL BE NO VERTICAL DISCONTINUITIES GREATER THAN 1/4". 0 ELEVATION CHANGE TAKES PLACE FROM THE EXISTING TO NEW FRONT OF GUTTER. PATCH IS USED TO MATCH THE NEW GUTTER FACE INTO THE EXISTING ROADWAY. © VARIABLE WIDTH FOR DIRECTIONAL CURB APPLICATIONS. SEE SHEET 2 FOR DIRECTIONAL CURB SLOPE REQUIREMENTS. O7 TOP FRONT OF GUTTER SHALL BE CONSTRUCTED FLUSH WITH PROPOSED ADJACENT PAVEMENT ELEVATION. TOP 1.5" OF THE GUTTER FACE MUST BE A FORMED EDGE. PAR GUTTER SHALL NOT BE OVERLAID. ® SHOULD BE USED AT VERTICALLY CONSTRAINED AREAS WHEN AT A DRAINAGE HIGH POINT OR SUPER ELEVATED ROADWAY SEGMENTS. Q9 DRILL AND GROUT NO.4 EPDXY-COATED 18" LONG TIE BARS AT 30" CENTER TO CENTER INTO EXISTING CONCRETE PAVEMENT V MINIMUM FROM ALL JOINTS. ©0 HELPS PROVIDE TWO SEPARATE RAMPS, REDUCES THE DOME SETBACK LENGTH AND MINIMIZES DIRECTIONAL CURB. THIS RADIUS DESIGN CLOSELY FOLLOWS THE TURNING VEHICLE PATH WHILE OPTIMIZING CURB RAMP LENGTH. 11 CURB EXTENSIONS SHOULD BE USED IN VERTICALLY CONSTRAINED AREAS, USUALLY IN DOWNTOWN ROADWAY SEGMENTS WHERE ON -STREET PARKING IS AVAILABLE. CURB EXTENSIONS SHOULD BE CONSIDERED FOR APS INTERSECTIONS WHERE SPACE IS LIMITED. PUSH BUTTONS MUST MEET APS CRITERIA AS DESCRIBED IN THE PUSH BUTTON LOCATION DETAIL SHEET. 12 PLACE BOND BREAKER BETWEEN WALK AND TOP OF SILL. 13 1/2" PREFORMED JOINT FILLER PER MNDOT SPEC. 3702. 14 DIMENSION TO BE SAME AS SIDEWALK THICKNESS, 4" MIN. r"% STANDARD PLAN 5-297.250 I 3 OF 6 APPROVED: 1-23-2017 MINN@SOTA�p(f� REVISED: DEPARTMENT STATE PROJs NO• OF TRANSPORTATION STATE DES, IHEREBY CERTIFY THAT THIS PLAIN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT IAMA DULY LICENSED OFSICNE IaUE"rOR °ATE R RR PROFESSIONAL LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA It LT N 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 GRE JUST JUSTIN L. KANNAS IS & MEN K Phone: (320) 231 -men Email: Willmar@bolton-menk.com RR O cxE JLK ' 45055 On.c 03/20/19 'ICNOW13.117772 www.bolton-menk.com CLIENTPRw NO I PEDESTRIAN CURB RAMP DETAILS (T.H. ) SHEET NO. OF SHEETS MONTICELLO, MINNESOTA SHEET 2019 WALNUT STREET IMPROVEMENTS C8,03 STANDARD PLATES & PLANS PEDESTRIAN RAMP DETAILS E LANDING ; WALKABLE ------ WALKABLE FLARE FLARE RAMP WALKABLE WALKABLE SURFACE 8-10% 8-10% SURFACE ONCRETEm CONCRET o FLARE FLARE N 2� 2 o PAVED FLARES LEI ADJACENT TO WALKABLE SURFACE LANDING ; NON -WALKABLE RAMP NON -WALKABLE SURFACE SURFACE CONCRETECONCRETE �FL�ARE ��m FLARE 1' MINIMUM -I-I1 2 PAVED FLARES ADJACENT TO NON -WALKABLE SURFACE c'--------• a LANDING ; Q) Lo � RAMP �� NON -WALKABLE / NON -WALKABLE SURFACE / SURFACE /1.6 1:6 of GRADEDm GRADED o ./FLARE FLARE a 2 3 1 3 2 m 3 3 GRADED FLARES c a� E y LANDING ; o ; CURB DESIGN V__-----. c CURB DESIGN V 0 SEE PEDESTRIAN SEE PEDESTRIAN c APPROACH NOSE RAMP / APPROACH NOSE DETAIL DETAIL NON -WALKABLE NON -WALKABLE h ti SURFACE SURFACE � o U II J a RETURNED CURB(3) TYPICAL SIDE TREATMENT OPTIONS OO 11 REVISION: APPRQVED: JANUARY 2�3, 2017 OPERATIONS ENGINEER CURB R MATCH INPLACE CURB HEIGHT u a T4peR 3" MINIMUM CURB HEIGHT, 4" PREFERRED (MEASURED AT FRONT FACE OF CURB) FOR A MIN. 6" LENGTH (MEASURED ALONG FLOW LINE) 1 APER DETECTABLE EDGE WITH CURB AND GUTTER OF 1D EDGE OF ROAD MATCH INPLACE / CURB HEIGHT 6 7 RADIAL DETECTABLE WARNING RECTANGULAR DETECTABLE WARNING DETECTABLE EDGE WITHOUT CURB AND GUTTER 1/2" R. TURF OR 6" VAR. 4" CONCRETE TOP OF GUTTER 0 e..o'a:..a ITII SECTION A -A TURF OR , 6"� CONCRETETOP OF SIDEWALK h h/2 0 61L 9 3LL SECTION B -B CURB DESIGN V i I A CURB & O2 GUTTER / 0 0 A 15 PLACE DETECTABLE FACE OF CURB/PROJECTED WARNINGS ENTIRE FACE OF CURB I WALK/PATH WIDTH DETECTABLE WARNINGS 14 Oq 12 NEAREST RAIL A. 8.5" ° >:.o CROSSING D. SURFACE ° PEDESTRIAN GATEARM I 1 RAILI OAD 13 GATEARMO DETECTABLE I WARNINGS I 1..-4.5 4.25' I h 8.75' I 16 RAILROAD CROSS'_NG PLAN VIEW NOTES: SEE STANDARD PLATE 7038 AND THIS SHEET FOR ADDITIONAL DETAILS ON DETECTABLE WARNING. A WALKABLE SURFACE IS DEFINED AS A PAVED SURFACE ADJACENT TO A CURB RAMP WITHOUT RAISED OBSTACLES THAT COULD MISTAKENLY BE TRAVERSED BY A USER WHO IS VISUALLY IMPAIRED. CONCRETE FLARE LENGTHS ADJACENT TO NON -WALKABLE SURFACES SHOULD BE LESS THAN 81 LONG MEASURED ALONG THE RAMPS FROM THE BACK OF CURB. Q1 0" CURB HEIGHT. Q2 FULL CURB HEIGHT. Q3 2' FOR 4" HIGH CURB AND 3' FOR 6" HIGH CURB. Q4 SIDE TREATMENTS ARE APPLICABLE TO ALL RAMP TYPES AND SHOULD BE IMPLEMENTED AS NEEDED AS FIELD CONDITIONS DICTATE. THE ENGINEER SHALL DETERMINE THE RAMP SIDE TREATMENTS BASED ON MAINTENANCE OF BOTH ROADWAY AND SIDEWALK, ADJACENT PROPERTY CONSIDERATIONS, AND MITIGATING CONSTRUCTION IMPACTS. Q5 TYPICALLY USED FOR MEDIANS AND ISLANDS. © WHEN NO CONCRETE FLARES ARE PROPOSED, THE CONCRETE WALK SHALL BE FORMED AND CONSTRUCTED PERPENDICULAR TO THE EDGE OF ROADWAY. MAINTAIN 3" MAX.BETWEEN EDGE OF DOMES AND EDGE OF CONCRETE. O7 IF NO CURB AND GUTTER IS PLACED IN RURAL SECTIONS, DETECTABLE WARNINGS SHALL BE PLACED V FROM THE EDGE OF BITUMINOUS ROADWAY AND/OR BITUMINOUS SHARED -USE PATH TO PROVIDE VISUAL CONTRAST. ® ALL CONSTRUCTED CURBS MUST HAVE A CONTINUOUS DETECTABLE EDGE FOR THE VISUALLY IMPAIRED. THIS DETECTABLE EDGE REQUIRES DETECTABLE WARNINGS WHEREVER THERE IS ZERO -INCH HIGH CURB. CURB TAPERS ARE CONSIDERED A DETECTABLE EDGE WHEN THE TAPER STARTS WITHIN 3" OF THE EDGE OF THE DETECTABLE WARNINGS AND UNIFORMLY RISES TO A 3 -INCH MINIMUM CURB HEIGHT. ANY CURB NOT PART OF A CURB TAPER AND LESS THAN 3 INCHES IN HEIGHT IS NOT CONSIDERED A DETECTABLE EDGE AND THEREFORE IS NOT COMPLIANT WITH ACCESSIBILITY STANDARDS. 9Q DRILL AND GROUT 1 - NO. 4 12" LONG REINFORCEMENT BAR (EPDXY COATED) WITH 3" MIN. COVER. REINFORCEMENT BARS ARE NOT NEEDED IF THE APPROACH NOSE IS POURED INTEGRAL WITH THE V CURB. OO DRILL AND GROUT 2 - NO.4 1211 LONG REINFORCEMENT BARS (EPDXY COATED)WITH 3" MIN. COVER. REINFORCEMENT BARS ARE NOT NEEDED IF THE APPROACH NOSE IS POURED INTEGRAL WITH THE CURB AND GUTTER. 11 SIDE TREATMENT EXAMPLES SHOWN ARE WHEN THE INITIAL LANDING IS APPROXIMATELY LEVEL WITH THE FULL HEIGHT CURB (I.E.6'LONG RAMP FOR 6" HIGH CURB). WHEN THE INITIAL LANDING IS MORE THAN 1" BELOW FULL HEIGHT CURB REFER TO SHEETS 1 & 2 TO MODIFY THE CURB HEIGHT TAPERS AND MAINTAIN POSITIVE BOULEVARD DRAINAGE. 12 NEAREST EDGE OF DETECTABLE WARNING SURFACES SHALL BE PLACED 12' MINIMUM TO 15' MAXIMUM FROM THE NEAREST RAIL. FOR SKEWED RAILWAYS IN NO INSTANCE SHALL THE DETECTABLE WARNING BE CLOSER THAN 12' MEASURED PERPENDICULAR TO THE NEAREST RAIL. 13 WHEN PEDESTRIAN GATES ARE PROVIDED, DETECTABLE WARNING SURFACES SHALL BE PLACED ON THE SIDE OF THE GATES OPPOSITE THE RAIL, 2'FROM THE APPROACHING SIDE OF THE GATE ARM. THIS CRITERIA GOVERNS OVER NOTE 12 14 CROSSING SURFACE SHALL EXTEND 2' MINIMUM PAST THE OUTSIDE EDGE OF WALK OR SHARED -USE PATH. 15 3' FOR MEDIANS AND SPLITTER ISLANDS. NOSE CAN BE REDUCED TO 2' ON FREE RIGHT ISLANDS. © SIDEWALK TO BE PLACED 8.75' MIN. FROM THE FACE OF CURB/PROJECTED FACE OF CURB. THIS ENSURES MIN. CLEARANCE BETWEEN THE SIDEWALK AND GATE ARM COUNTERWEIGHT SUPPORTS. PEDESTRIAN APPROACHM11STANDARD PLAN 5-297.250 I 4 OF 6 PEDESTRIAN CURB RAMP DETAILS NOSE DETAIL APPROVED: 1-23-2017 (FOR RETURNED CURB MINN@SOYA REVISED: SIDE TREATMENT) DEPARTMENT /I OF STATE PROJ. N0. (T.H. ) SHEET NO. OF SHEETS TRANSPORTATION STATE DE N ENGINEER HEREBY CERTIFY THAT THIS PIAN,SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONAL LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF AAA ■n 2040 HIGHWAY I2 EAST MINNESOTA BOLTON WILLMAR, MINNESOTA 56201 ICNER RR IaUE°r°R °A,E °REN "E MONTICELLO, MINNESOTA SHEET / 1I1' 11aT1y1 1 Phone: (320) 231-3956 & M E N K Email: Willmar@bolton-menk.com RR �`"` °,LK 2019 WALNUT STREET IMPROVEMENTS STANDARD PLATES & PLANS C8�04 S JUSTIN L. KANNAS www.bolton-menk.com Rw NO LW13.117772 Nc 45055 °n.E 03/20/19 I PEDESTRIAN RAMP DETAILS E a =a� o3 O± • 1.3 '' 4' MIN. EXISTING-_ 1/2" R. WALK DFSICNE IaUE"roR "ATE ° RR PROFESSIONAL LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA LANDING 4` es " R. y1I'r VARIABLE = " HEIGHT H DISTANCE FROM APS PUSH 6" WIDE V -CURB BUTTON TO EDGE OF SIDEWALK AI MUST NOTI EXCEED 10 INCHES I 45055 On.c 03/20/19 11CNOW13.117772 www.bolton-menk.com n PRw NO I V CURB ADJACENT TO LANDSCAPE o CURB WITHIN SIDEWALK LIMITS 6" WIDE LEI V -CURB 4" PUSH BUTTON � 1 STATION POLE 111• .................................. EXISTING p WALK 1/2" R. o-.. MIN. 12" THICK CONCRETE. a• .,,` ----------------- I" R. MODIFY THE PUSH BUTTON VARIABLE — HEIGHT H PLAN VIEW SQUARE FOUNDATION. - 6" V CURB ADJACENT TO LANDSCAPE CURB OUTSIDE SIDEWALK LIMITS o, �4 Lo 0 N 4' MIN. LANDING B DISTANCE FROM APS PUSH BUTTON TO EDGE OF SIDEWALK o ` V CURBE MUST NOT EXCEED 10 INCHES m a N� 1.2 WIDE V -CURB 3 c E FBJ 30"X 30" SQUARE 4" PEDESTAL POLE PEDESTAL FOUNDATION a (LINE UP CENTER OF POLE (MUST BE FLUSH WITH 9 WITH THE BACK OF V -CURB) PLAN VIEW THE SURROUNDING WALK) h a a° r c a h APS PUSH BUTTON MOUNTING SPACERS � (SADDLE ADAPTORS) Ln o I y 2 6" WIDE W V -CURB s O� TOP OF WALK CC J ti 1- 5" SECTION B -B SIGNAL PEDESTAL & PUSH BUTTON (V—CURB) REVISION: APPRQVED: JANUARY 23, 2017 OPERATIONS ENGINEER BUILDING EXISTING, r_ WALK 3 VARIABLE — HEIGHT uOe s. -p • L. N \ H — 6" �y I s0 aim / 2 A V CURB ADJACENT TO BUILDING OR BARRIER CONCRETE CURB DESIGN V CURB HEIGHT CURB WIDTH H W <6" 4" Z6" 6" APS PUSH BUTTON MOUNTING SPACERS (SADDLE ADAPTORS) 18" WIDE CONCRETE TO MATCH HEIGHT OF ADJACENT 6" WIDE V -CURB I 9" TOP OF WALK IS 5 I SECTION A -A PUSH BUTTON STATION (V—CURB) 2' MIN �2' I PFf1FCTRTAN 9' WALKABLE I � FLARE SEMI—DIRECTIONAL RAMP (3,4.9) 3'DOME SETBACK,4'LONG RAMP AND PUSH BUTTON 9' FROM THE BACK OF CURB PRIMARILY USED FOR APS APPLICATIONS WHERE THE PAR DOES NOT CONTINUE PAST THE PUSH BUTTON (DEAD-END SIDEWALK) PEDESTRIAN PATH OF TRAVEL LANDING RAMP INSET A EXISTING SIDEWALK RAMP O I LENGTH -� ----------' I � I � 1.5% 4.5% O (VAR.) I � 6.0' —I L (VAR.) — INSET A TRANSITION PANEL O© NOTES: A WALKABLE FLARE IS AN 8-10% CONCRETE FLARE THAT IS REQUIRED WHEN THE FLARE IS ADJACENT TO A WALKABLE SURFACE, OR WHEN THE PEDESTRIAN PATH OF TRAVEL OF A PUSH BUTTON TRAVERSES THE FLARE. ALL V CURB CONTRACTION JOINTS SHALL MATCH CONCRETE WALK JOINTS. WHERE RIGHT-OF-WAY ALLOWS, USE OF V CURB SHOULD BE MINIMIZED. GRADING ADJACENT TURF OR SLOPING ADJACENT PAVEMENT IS PREFERRED. V CURB SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. V CURB NEXT TO BUILDING SHALL BE A 4" WIDTH AND SHALL MATCH PREVIOUS TOP OF SIDEWALK ELEVATIONS. O1 END TAPERS AT TRANSITION SECTION SHALL MATCH INPLACE SIDEWALK GRADES. O2 ALL V CURB SHALL MATCH BOTTOM OF ADJACENT WALK. O3 EDGE BETWEEN NEW V CURB AND INPLACE STRUCTURE SHALL BE SEALED AND BOND BREAKER SHALL BE USED BETWEEN EXISTING STRUCTURE AND PLACED V -CURB. O4 THE MAX. RATE OF CROSS SLOPE TRANSITIONING IS I'LINEAR FOOT OF SIDEWALK PER HALF PERCENT CROSS SLOPE. WHEN PAR WIDTH IS GREATER THAN 6' OR THE RUNNING SLOPE IS GREATER THAN 5%, DOUBLE THE CALCULATED TRANSITION LENGTH. OS TRANSITION PANELS ARE TO ONLY BE USED AFTER THE RAMP, OR IF NEEDED, LANDING ARE AT THE FULL CURB HEIGHT (TYPICAL SECTION). © EXISTING CROSS SLOPE GREATER THAN 2.0%. LEGEND THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED. 1 INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN AND THE CROSS SLOPE SHALL NOT EXCEED 2.0%. ®LANDING AREA - 4' X 4' MIN. (5' X 5' MIN. PREFERRED) DIMENSIONS AND MAX 2.0% SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS. Q TRANSITION PANEL(S)- TO BE USED FOR TRANSITIONING THE CROSS -SLOPE OF A RAMP TO THE EXISTING WALK CROSS -SLOPE. RATE OF TRANSITION SHOULD BE 0.5% PER 1 LINEAR FOOT OF WALK. SEE THIS SHEET FOR ADDITIONAL INFORMATION. r"% STANDARD PLAN 5-297.250 I 5 OF 6 APPROVED: 1-23-2017 M I N N@ S O TA��•,OF REVISED: DEPARTMENT / I TRANSPORTATION STATE DESI ENGINEER I S TATE P R OJ. N 0. IHEREBY CERTIFY THAT THIS PIAN,SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED 4' MIN. DFSICNE IaUE"roR "ATE ° RR PROFESSIONAL LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA LANDING LT N 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 GREE JUST JUSTIN L. KANNAS DISTANCE FROM APS PUSH 6" WIDE V -CURB BUTTON TO EDGE OF SIDEWALK AI MUST NOTI EXCEED 10 INCHES I 45055 On.c 03/20/19 11CNOW13.117772 www.bolton-menk.com n PRw NO I 6" WIDE V -CURB 4" PUSH BUTTON STATION POLE 18"WIDE BY 18" LONG, AJ MIN. 12" THICK CONCRETE. MODIFY THE PUSH BUTTON STATION TO ALLOW A PLAN VIEW SQUARE FOUNDATION. APS PUSH BUTTON MOUNTING SPACERS (SADDLE ADAPTORS) 18" WIDE CONCRETE TO MATCH HEIGHT OF ADJACENT 6" WIDE V -CURB I 9" TOP OF WALK IS 5 I SECTION A -A PUSH BUTTON STATION (V—CURB) 2' MIN �2' I PFf1FCTRTAN 9' WALKABLE I � FLARE SEMI—DIRECTIONAL RAMP (3,4.9) 3'DOME SETBACK,4'LONG RAMP AND PUSH BUTTON 9' FROM THE BACK OF CURB PRIMARILY USED FOR APS APPLICATIONS WHERE THE PAR DOES NOT CONTINUE PAST THE PUSH BUTTON (DEAD-END SIDEWALK) PEDESTRIAN PATH OF TRAVEL LANDING RAMP INSET A EXISTING SIDEWALK RAMP O I LENGTH -� ----------' I � I � 1.5% 4.5% O (VAR.) I � 6.0' —I L (VAR.) — INSET A TRANSITION PANEL O© NOTES: A WALKABLE FLARE IS AN 8-10% CONCRETE FLARE THAT IS REQUIRED WHEN THE FLARE IS ADJACENT TO A WALKABLE SURFACE, OR WHEN THE PEDESTRIAN PATH OF TRAVEL OF A PUSH BUTTON TRAVERSES THE FLARE. ALL V CURB CONTRACTION JOINTS SHALL MATCH CONCRETE WALK JOINTS. WHERE RIGHT-OF-WAY ALLOWS, USE OF V CURB SHOULD BE MINIMIZED. GRADING ADJACENT TURF OR SLOPING ADJACENT PAVEMENT IS PREFERRED. V CURB SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. V CURB NEXT TO BUILDING SHALL BE A 4" WIDTH AND SHALL MATCH PREVIOUS TOP OF SIDEWALK ELEVATIONS. O1 END TAPERS AT TRANSITION SECTION SHALL MATCH INPLACE SIDEWALK GRADES. O2 ALL V CURB SHALL MATCH BOTTOM OF ADJACENT WALK. O3 EDGE BETWEEN NEW V CURB AND INPLACE STRUCTURE SHALL BE SEALED AND BOND BREAKER SHALL BE USED BETWEEN EXISTING STRUCTURE AND PLACED V -CURB. O4 THE MAX. RATE OF CROSS SLOPE TRANSITIONING IS I'LINEAR FOOT OF SIDEWALK PER HALF PERCENT CROSS SLOPE. WHEN PAR WIDTH IS GREATER THAN 6' OR THE RUNNING SLOPE IS GREATER THAN 5%, DOUBLE THE CALCULATED TRANSITION LENGTH. OS TRANSITION PANELS ARE TO ONLY BE USED AFTER THE RAMP, OR IF NEEDED, LANDING ARE AT THE FULL CURB HEIGHT (TYPICAL SECTION). © EXISTING CROSS SLOPE GREATER THAN 2.0%. LEGEND THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED. 1 INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN AND THE CROSS SLOPE SHALL NOT EXCEED 2.0%. ®LANDING AREA - 4' X 4' MIN. (5' X 5' MIN. PREFERRED) DIMENSIONS AND MAX 2.0% SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS. Q TRANSITION PANEL(S)- TO BE USED FOR TRANSITIONING THE CROSS -SLOPE OF A RAMP TO THE EXISTING WALK CROSS -SLOPE. RATE OF TRANSITION SHOULD BE 0.5% PER 1 LINEAR FOOT OF WALK. SEE THIS SHEET FOR ADDITIONAL INFORMATION. r"% STANDARD PLAN 5-297.250 I 5 OF 6 APPROVED: 1-23-2017 M I N N@ S O TA��•,OF REVISED: DEPARTMENT / I TRANSPORTATION STATE DESI ENGINEER I S TATE P R OJ. N 0. IHEREBY CERTIFY THAT THIS PIAN,SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED DFSICNE IaUE"roR "ATE ° RR PROFESSIONAL LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA It LT N 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 GREE JUST JUSTIN L. KANNAS IS & MEN K Phone: (320) 231 -men Email: Willmar@bolton-menk.com RR O cxE JLK ' 45055 On.c 03/20/19 11CNOW13.117772 www.bolton-menk.com n PRw NO I PEDESTRIAN CURB RAMP DETAILS (T.H. ) SHEET NO. OF SHEETS MONTICELLO, MINNESOTA SHEET 2019 WALNUT STREET IMPROVEMENTS C8.05 STANDARD PLATES & PLANS PEDESTRIAN RAMP DETAILS E a a o3 O± LANDING \ \ \ N \ \ v O \ \ \ \ z cc o \ \BRL�A G \AF\ \ \ o A \ \\ Lu \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ EDGE OF THROUGH LANE 1.0% MIN. 5.0% MAX. 1.0% MIN. 5.0% MAX. EDGE OF THROUGH LANE NON -CONCRETE BOULEVARD 1.0% MIN. 5.0% MAX. - - O LANDING CONCRETE BOULEVARD EXPANSION MATERIAL PLACEMENT FOR OL CONCRETE AND BITUMINOUS ROADWAYS 1� @ NON -CONCRETE BOULEVARD CONCRETE BOULEVARD OPTIONAL CURB LINE REINFORCEMENT O PLACEMENT ON BITUMINOUS ROADWAYS 4 a 12'\ \ \ \�\ \ \ z PEDESTRIAN RAMP PEDESTRIAN RAMP y° \ \ \ I � \ \ \ UP TO 2.0% 2.0% MAX. OR UP UP TO 2.0% 2.0% MAX. OR UP UP TO 2.0% o \\ x CHANGE TO 4% CHANGE CHANGE CHANGE TO 4% CHANGE 19 -- \TYPICAL FLOW LINE PROFILE "TABLE" - TWIN PERPENDICULARS I ^ \TA G \ 0 La PEDESTRIAN RAMP = _ p \ W UP TO 2A% 2,0% MAX. OR UP UP TO 2.0% \ \\ CHANGE TO 4% CHANGE CHANGE m \ \ FLOW LINE PROFILE "TABLE" - FAN LANDING \ 1.0% MIN. � -- 5.07 MAX. 3 \ \ PEDESTRIAN RAMP PEDESTRIAN RAMP a \ 1.0% MIN. 1.0% MIN. 1.0% MIN. 1.0% MIN. o \\ \ 5.0% MAX. 1.5% PREFERRED 5.0% MAX. 1.5% PREFERRED \ FLOW LINE PROFILE RAISE - TWIN PERPENDICULARS o \ PEDESTRIAN RAMP in \ 1.0% MIN. 1.0% MIN. I.0% MIN. o \ 5.0% MAX. 1.5% PREFERRED 5.0% MAX. ?- FLOW LINE PROFILE RAISE - FAN Q ti CURB LINE AND ROAD CROSSING ADJUSTMENTS 0 0 4i "TABLING" OF CROSSWALKS MEANS MAINTAINING LESS THAN 2% CROSS SLOPE WITHIN A CROSSWALK, y Q IS REQUIRED WHEN A ROADWAY IS IN A STOP OR YIELD CONDITION AND THE PROJECT SCOPE ALLOWS. 2 W RECONSTRUCTION PROJECTS: ON FULL PAVEMENT REPLACEMENT PROJECTS "TABLING" OF ENTIRE CROSSWALK SHALL OCCUR WHEN FEASIBLE. MILL & OVERLAY PROJECTS." TABLING" OF FLOW LINES, IN FRONT OF THE PEDESTRIAN RAMP, IS REQUIRED WHEN THE EXISTING FLOW LINE IS GREATER THAN 2%. WARPING OF THE BITUMINOUS J ti PAVEMENT CAN NOT EXTEND INTO THE THROUGH LANE. TABLE THE FLOW LINE TO 27. OR AS CL MUCH AS POSSIBLE WHILE ADHERING TO THE FOLLOWING CRITERIA; 1)1.0% MIN. CROSS -SLOPE OF THE ROAD 2)5.0% MAX. CROSS -SLOPE OF THE ROAD 3)"TABLE" FLOW LINE UP TO 4% CHANGE FROM EXISTING SLOPE IN FRONT OF PEDESTRIAN RAMP 4)UP TO 2% CHANGE IN FLOW LINE FROM EXISTING SLOPE BEYOND THE PEDESTRIAN CURB RAMP STAND-ALONE ADA RETROFITS: FOLLOW MILL & OVERLAY CRITERIA ABOVE HOWEVER ALL PAVEMENT 1.0% MIN. 5.0% MAX. EXISTING SIDEWALK PLAN VIEW 12" _MIN. 2 36"SIDEWALK MAX. REPLACEMENT EXISTING SIDEWALK SAW CONCRETE SIDEWALK FULL DEPTH ON EXISTING JOINT (INCIDENTAL) PROFI/LEE VIEW T} � T/2� li I_ 6" 4" SID WALK (TYPICAL) OPTIONAL SIDEWALK REINFORCEMENT SIDEWALK REINFORCEMENT TO BE USED ONLY WHEN SPECIFIED IN THE PLAN. 36" MAX. 7ZPROPOSED PAR GUTTER 12" T/2 PROPOSED CURB AND GUTTER SAWCUT EXISTING CURB v AND GUTTER 3" MIN. °' a ` : ?::o. v v. a o A a a , 3" MIN. 'o nwc'v'.. SAWCUT FOR USE ON CURB RAMP RETROFITS CURB AND GUTTER REINFORCEMENT OPTIONAL CURB LINE REINFORCEMENT DETAILS ®(Q 36" MAX. 3 -- LANDING LANDING ° 36" MAX. 12 12"°036" MAX. ° . PB. MAX. MAX. 36" MAX. 12" 12" \ 12" 12„ SEPARATE LANDING POUR REINFORCEMENT NOTES: Q1 TO ENSURE RAMPS AND LANDINGS ARE PROPERLY CONSTRUCTED, ALL INITIAL LANDINGS AT A TOP OF A RAMPED SURFACE (RUNNING SLOPE GREATER THAN 2%)SHALL BE FORMED AND PLACED SEPARATELY IN AN INDEPENDENT CONCRETE POUR. FOLLOW SIDEWALK REINFORCEMENT DETAILS ON THIS SHEET FOR ALL SEPARATELY POURED INITIAL LANDINGS. Q2 DRILL AND GROUT NO.4 12" LONG REINFORCEMENT BARS AT 36" MAXIMUM CENTER TO CENTER (EPDXY COATED). BARS TO BE ADJUSTED TO MATCH RAMP GRADE. O3 DRILL AND GROUT 2 - N0. 4 X 12" LONG REINFORCEMENT BARS (EPDXY COATED). REINFORCEMENT REQUIRED FOR ALL CONSTRUCTION JOINTS WITHIN RADIUS. ® THIS OPTIONAL CURB LINE REINFORCEMENT DETAIL SHOULD ONLY BE USED ON BITUMINOUS ROADWAYS WHEN SPECIFIED IN THE PLAN. O5 1/2 IN. PREFORMED JOINT FILLER MATERIAL PER MNDOT SPEC. 3702. PEDESTRIAN CURB RAMP DETAILS (T.H. ) SHEET NO. OF MONTICELLO, MINNESOTA 2019 WALNUT STREET IMPROVEMENTS STANDARD PLATES & PLANS PEDESTRIAN RAMP DETAILS SHEETS SHEET C8.06 WARPING IS DONE WITH BITUMINOUS PATCHING ON BITUMINOUS ROADWAYS AND FULL -DEPTH APRON REPLACEMENT ON CONCRETE ROADWAYS.STANDARD PLAN 5-297.250 I 6 OF 6 REVISION: RAISING OF CURB LINES SHOULD OCCUR IN VERTICALLY CONSTRAINED AREAS.RAISE THE CURB LINES ENOUGH TO � ALLOW COMPLIANT RAMPS OR AS MUCH AS POSSIBLE WHILE ADHERING TO THE FOLLOWING CRITERIA; APPROVED: 1-23-2017 APPR(kVED: JANUARY 23, 2017 \j\' //�" D1.0% MIN. AND 5.07 MAXIMUM CROSS -SLOPE OF THE ROAD M I N N@SOTA /I 2)1.0% MIN.FLOW LINE (ON EITHER SIDE OF PEDESTRIAN RAMP)TO MAINTAIN POSITIVE DRAINAGE / REVISED: � { �� 3) 5.0% RECOMMENDED MAX. FLOW LINE DEPARTMENT 4) LONGITUDINAL THROUGH LANE ROADWAY TAPERS SHOULD BE 1" VERTICAL PER 15' HORIZONTAL OF I STATE PROJ. N0. OPERATIONS ENGINEER TRANSPORTATION STATE DES N ENGINEER IHEREBY CERTIFY THAT THIS PUN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AMA DULY LICENSED DBSICNE - »UFD ,ux DA1E FIRMPROFESSIONAL UNDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF 2040 HIGHWAY I2 EAST RR MINNESOTA BOLTON WLLMAR, MINNESOTA 56201 °RAWN RR IS & MEN K Phone (320) 231 -men E-.il:pWillmar@bolton-menk.com k.com JUSTIN L. KANNAS D ILK LIc. No. 45055 DATE 03/20/19 www.Bolton-menk.com DUE cuENrFRI.13. 1 W13.117772 PEDESTRIAN CURB RAMP DETAILS (T.H. ) SHEET NO. OF MONTICELLO, MINNESOTA 2019 WALNUT STREET IMPROVEMENTS STANDARD PLATES & PLANS PEDESTRIAN RAMP DETAILS SHEETS SHEET C8.06 2 BULBS 18 AH ALLIUM'PURPLESENSATION' 116 NP NARCISSUS 100 TQ TULIP BLEND MIXTURE PURPLE ALLIUM DUTCH MASTER TRUMPET DAFFODIL QUINTASTIC TULIPS GENERAL NOTES: LANDSCAPE PLANTING 1. MASTER PLANT SCHEDULE: ALL TREES, SHRUBS, AND PERENNIALS ARE LISTED IN THE MASTER PLANT SCHEDULE. IF THERE IS A CONFLICT BETWEEN THE QUANTITIES SHOWN ON THE DRAWINGS AND THE QUANTITIES SHOWN IN THE PLANT SCHEDULE, THE PLAN QUANTITIES SHALL PREVAIL. 2. PLANTING LAYOUT: STAKE ALL TREE LOCATIONS AND ATYPICAL SHRUB AND PERENNIAL BED LAYOUT AND OBTAIN APPROVAL OF THE OWNER'S REPRESENTATIVE PRIOR TO PLANTING. 3. SHRUB AND PERENNIAL GROUPINGS SHALL BE PLANTED AND MULCHED IN ONE CONTINUOUSLY MULCHED BED. TREES LOCATED IN TURF AREA SHALL BE MULCHED TO 18 INCHES FROM TRUNK (36" DIA RING) IN ALL DIRECTIONS AND INSTALLED TO A DEPTH OF 3". 4. SEE LANDSCAPE PLANS FOR SEEDING & SODDING NOTES: 1. O.C. TRIANGULAR PLANT SPACING PER PLANS 2. AREAS IDENTIFIED ON PLANTING PLAN AS O.C. SHALL BE TRIANGULAR SPACED 3. SEE PLANTING PLAN FOR SPECIES CPERENNIAL PLANT SPACING SCALE: N.T.S. -PROVIDE 3" DEEP SAUCER AT EACH SHRUB -3" DEPTH MULCH AS SPECIFIED, KEEP MULCH CLEAR OF TRUNK INCIDENTAL ) TO PLANT MATERIAL p 0 -BLVD TOPSOIL BORROW i oo o 0 .� .y / O.C. SPACING PER PLANS 2x ROOT BALL DIAMETER CTYPICAL SECTION: SHRUB/PERENNIAL BED PLANTING SCALE: N.T.S. HAND DUG TRENCH AT WALK EDGE DOUBLE -PROCESSED HARDWOOD MULCH 3" DEPTH, INCIDENTAL TO PLANT MATERIAL BLVD TOPSOIL BORROW CTYPICAL SECTION: PLANTING EDGE AT WALK/TRAIL SCALE: N.T.S. I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME ORSIOUNDER ANDSCADIRECT SUPERVISION ER THE ITA AMADULY LICENSED nn BOLTON PROFESSIONAL LANDSCAPE ARCHITECT UNDER THE TAWS OF THE STATE 0 I 1 MINNESOTA NOTES & SPECIFICATIONS & MEN K SAMUEL I. KESSEL NC. NO. 50677 DATE 03/20/19 2040 HIGHWAY 12 EAST WILLMAR, MINNESOTA 56201 Phone: (320) 231-3956 Email: Willmar@bolton-menk.com www.bolton-menk.com SHRUB/PERENNIAL BED PLANT LIST DOUBLE -PROCESSED HARDWOOD MULCH, `III QTY SYM SCIENTIFIC NAME COMMON NAME SIZE HEIGHT _ -I I I— I j° SPADE -CUT EDGE TO BE INCIDENTAL TO PLANT OVERSTORY TREES I I LANDSCAPE BEDS NOTADJACENTTO PAVED SPADE -CUT EDGULCH 2 UA ULMUSAMERICANA'PRINCETON' PRINCETON ELM 2.5" B&B 50' 1 QB QUERCUS BICOLOR SWAMP WHITE OAK 2.5" B&B 50' ORNAMENTAL TREES 4 AG AMELANCHIER X GRAN DI FLO RA'AUMTUMN BRILLIANCE' AUTUMN BRILLIANCE SERVICEBERRY 8'CLUMP 20' 2 AL AMELANCHIER LAEVIS'SNOWCLOUD' SNOWCLOUD SERVICEBERRY 1.5" B&B 20' 4 SR SYRINGA RETICULATA'IVORYSILK' IVORYSILKTREE LILAC 1.5" B&B 20' SHRUBS 7 VD VIBURNUM DENTATUM'RASTZAM' RASPBERRY TART VI BURN UM #5 CONT. 48-60" 0 RA RHUS AROMATICA'GROW LOW' GROW LOW SUMAC #5 CONT. 24" PERENNIALS 0 50 HEMEROCALLIS `STELLA DE ORO' STELLA DE ORO DAYLILY #1 CONT. 18" 101 SA SEDUM'AUTUMN JOY' AUTUMN JOY STONECROP #1 CONT. 18" 42 EP ECHINACEA PRUPUREA POWWOW CONEFLOWER #1 CONT. 24" 38 CP NEPETA'CAT'S PAJAMAS' CAT'S PAJAMAS CATMINT #1 CONT. 12" 219 SM SALVIA NEMOROSA'WESUWE' WESUWE SALVIA #1 CONT. 18" ORNAMENTAL GRASSES AND SEDGES 31 CA CALAMAGROSTIS X ACUTIFLORA'KARL FOERSTER' FEATHER REED GRASS #1 CONT. 24" 41 BA BOUTELOUA GRACI LIS'BLON DE AMBITION' BLONDE AMBITION BLUE GRAMA #1 CONT. 36" 180 ST SPROBOLUS HETEROLEPIS'TARA' DWARF PRAIRIE DROPSEED #1 CONT. 24" 97 SH SPROBOLUS HETEROLEPIS PRAIRIE DROPSEED #1 CONT. 36" BULBS 18 AH ALLIUM'PURPLESENSATION' 116 NP NARCISSUS 100 TQ TULIP BLEND MIXTURE PURPLE ALLIUM DUTCH MASTER TRUMPET DAFFODIL QUINTASTIC TULIPS GENERAL NOTES: LANDSCAPE PLANTING 1. MASTER PLANT SCHEDULE: ALL TREES, SHRUBS, AND PERENNIALS ARE LISTED IN THE MASTER PLANT SCHEDULE. IF THERE IS A CONFLICT BETWEEN THE QUANTITIES SHOWN ON THE DRAWINGS AND THE QUANTITIES SHOWN IN THE PLANT SCHEDULE, THE PLAN QUANTITIES SHALL PREVAIL. 2. PLANTING LAYOUT: STAKE ALL TREE LOCATIONS AND ATYPICAL SHRUB AND PERENNIAL BED LAYOUT AND OBTAIN APPROVAL OF THE OWNER'S REPRESENTATIVE PRIOR TO PLANTING. 3. SHRUB AND PERENNIAL GROUPINGS SHALL BE PLANTED AND MULCHED IN ONE CONTINUOUSLY MULCHED BED. TREES LOCATED IN TURF AREA SHALL BE MULCHED TO 18 INCHES FROM TRUNK (36" DIA RING) IN ALL DIRECTIONS AND INSTALLED TO A DEPTH OF 3". 4. SEE LANDSCAPE PLANS FOR SEEDING & SODDING NOTES: 1. O.C. TRIANGULAR PLANT SPACING PER PLANS 2. AREAS IDENTIFIED ON PLANTING PLAN AS O.C. SHALL BE TRIANGULAR SPACED 3. SEE PLANTING PLAN FOR SPECIES CPERENNIAL PLANT SPACING SCALE: N.T.S. -PROVIDE 3" DEEP SAUCER AT EACH SHRUB -3" DEPTH MULCH AS SPECIFIED, KEEP MULCH CLEAR OF TRUNK INCIDENTAL ) TO PLANT MATERIAL p 0 -BLVD TOPSOIL BORROW i oo o 0 .� .y / O.C. SPACING PER PLANS 2x ROOT BALL DIAMETER CTYPICAL SECTION: SHRUB/PERENNIAL BED PLANTING SCALE: N.T.S. HAND DUG TRENCH AT WALK EDGE DOUBLE -PROCESSED HARDWOOD MULCH 3" DEPTH, INCIDENTAL TO PLANT MATERIAL BLVD TOPSOIL BORROW CTYPICAL SECTION: PLANTING EDGE AT WALK/TRAIL SCALE: N.T.S. I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME ORSIOUNDER ANDSCADIRECT SUPERVISION ER THE ITA AMADULY LICENSED nn BOLTON PROFESSIONAL LANDSCAPE ARCHITECT UNDER THE TAWS OF THE STATE 0 I 1 MINNESOTA NOTES & SPECIFICATIONS & MEN K SAMUEL I. KESSEL NC. NO. 50677 DATE 03/20/19 2040 HIGHWAY 12 EAST WILLMAR, MINNESOTA 56201 Phone: (320) 231-3956 Email: Willmar@bolton-menk.com www.bolton-menk.com ILII=_ —2x ROOTBALL CTREE PLANTING DETAIL SCALE: N.T.S. DESIGNED BSH ssDEO FD DAre DRAwry BSH CHECPED JHH nRW 1B. NO 13.117772 I DO NOT CUT LEADER NYLON STRAP GUY ASSEMBLY, INCIDENTAL WOOD STAKES (AS REQUIRED) NOTCHED OR DRILLED FOR GUY WIRE, INCIDENTAL 3" MULCH DEPTH, PULL BACK 4" FROM TREE TRUNK, INCIDENTAL AMENDED SOIL, AS SPECIFIED — - SHRUB/PERENNIAL BED DOUBLE -PROCESSED HARDWOOD MULCH, `III INCIDENTALTO PLANT MATERIAL ADJACENT LANDSCAPE, PER PLANS 4. NOTES: _ _ _ PEI I I—I I I—I I I -I I I _ -I I I— I j° SPADE -CUT EDGE TO BE INCIDENTAL TO PLANT I_ MATERIAL COST AND SHALL BE USED ON ALL I I LANDSCAPE BEDS NOTADJACENTTO PAVED SPADE -CUT EDGULCH - I III I I SURFACES, UNLESS OTHERWISE NOTED ON PLANS FILLED WITH M 6" CTYPICAL SECTION: LANDSCAPE BED SPADE CUT EDGE SCALE: N.T.S. ILII=_ —2x ROOTBALL CTREE PLANTING DETAIL SCALE: N.T.S. DESIGNED BSH ssDEO FD DAre DRAwry BSH CHECPED JHH nRW 1B. NO 13.117772 I DO NOT CUT LEADER NYLON STRAP GUY ASSEMBLY, INCIDENTAL WOOD STAKES (AS REQUIRED) NOTCHED OR DRILLED FOR GUY WIRE, INCIDENTAL 3" MULCH DEPTH, PULL BACK 4" FROM TREE TRUNK, INCIDENTAL AMENDED SOIL, AS SPECIFIED — - _REMOVE TOP I/3 OF WIRE BASKET AFTER TREE IS IN THE PIT `III _REMOVE TWINE & PULL BURLAP FROM TREE TRUNK 4. NOTE: SET TOP OF ROOT BALL —1" TO 2" ABOVE SURROUNDING FINISH GRADE SO ROOT FLARE IS VISIBLE MONTICELLO, MINNESOTA 2019 WALNUT STREET IMPROVEMENTS LANDSCAPE PLAN SHEET L1.01 2 o o o SAWCUT CONTROL JOINTS (TYP.) j D Lc__ c c _c_C_ o / / 20- AH EXISTING RAMP / o ao 20- AH 30 -NP ° \2 0 � Z� 30 -NP OE r OE DOE_ 1 E OE OE �IK_/\, (xY4. O nY. .Y. I<< 17 -ST 6 -EP \ / / 1- SR o 1 -SR J / 21 -SM + 6 -EP ` 10 -BA 7 9 -SH STONE BENCH �I " 1 -AL " ' ' 1 COLORED CONCRETE TYPE 1 o CITY STANDARD ----- ---- RAIL(RELOCATED) ------------ B - , > > COLORED CONCRETE TYPE 2 WALNUT STREET 1 -SR CITY STANDARD 1 STONE BENCH RAIL (RELOCATED) \Cf 21 -EP 21 -EP \STONE BENC9-SH H 1 -UA Y CONCRETE 1 -SR — 1 EDGE COLORED I I I 9 -BA I I— 121 -SM CONCRETE TYPE 1_ I I I I f — k Iii 1 (Y rE E E ° EXISTING PLANTING TO REMAIN LIMITS CONSTRUCTION PERER CIVIL DRAWINGS I II W ofslcN ED BSH - I DArz PROFESSIONAL LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF 0 10 20 MINNESOTA A D RE -INSTALL RAILING > RE -INSTALL RAILING - VEX. 3 OE TREE GRATE TO REMAIN _ _ p EX. TREE GRATE TO REMAIN Nc. NO 50677 WTc 03/20/19 COLORED CONCRETE TYPE 1 m COLORED CONCRETE TYPE 1 I I 3 I I E of of E ^` OE - STONE BENCH v _ STONE BENCH j /L 7 -SH 1-AL>X I / 27 -ST � 11/ L 30 -NP V / — v L '—'—> < < 10 -SH v ' II f 1 -UA — I --1-1 37 -ST — f II'v>-II 18 -CP SO -SM EXISTING TREE V 6 -SH v f\ e v 30 -NP v I I STONE BENCH xxxx °1 kkkk ° 30 -NP 50 -NP 20- AH °-20-AH EXISTING A/C TO REMAIN EXISTING A/C TO REMAIN ° SAWCUT CONTROL JOINTS (TYP.) I ° � I M STONE BENCH a COLORED CONCRETE TYPE 1 1 1 1111 EX. TREE GRATE TO REMAIN RE -INSTALL RAILING I - -- I I ° I EXISTING »_»�» I » G— _ — _ — I I I I I I D ° lo° - I D I I COLORED CONCRETE TYPE 1 I EX. TREE GRATE TO REMAIN I I RE -INSTALL RAILING—\ o I - I I I IHEREBY CERTIFY THAT THIS PLAIN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AMA DULY LICENSED ofslcN ED BSH ssULo rD DArz PROFESSIONAL LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF 0 10 20 MINNESOTA A D 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 DRAWN OE OE & M E N K OE OE — »_»�» I » G— _ — _ — I I I I I I D ° lo° - I D I I COLORED CONCRETE TYPE 1 I EX. TREE GRATE TO REMAIN I I RE -INSTALL RAILING—\ o I - I I I IHEREBY CERTIFY THAT THIS PLAIN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AMA DULY LICENSED ofslcN ED BSH ssULo rD DArz PROFESSIONAL LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF 0 10 20 MINNESOTA A BOLTON 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 DRAWN HORZ. SCALE FEET SAMUEL I. KESSEL & M E N K Phone: (320) 231-3956 Email: com BSH cxea;ED Nc. NO 50677 WTc 03/20/19 ww.bolton-menk.com www.bolton-menk.com cuENr PR w No W13.117772 MONTICELLO, MINNESOTA 2019 WALNUT STREET IMPROVEMENTS LANDSCAPE PLAN SHEET L1.02 2 OE OE A OE OE iC C C C E « k t E t f E f CONCRETE EXTENSION«LIMIT f r« E E r«« E ErtEf E EthmG•t C OE OE OE OE OE OE OE OE E OE D OE E OE c D D OE� E f f f \ E r f f f« E pf E h t E \ E t t t f r f E f E• t E f OF f E E f t K \ f f h E E of « E «TURF \ f f f f f F 1 -AG f f« E E f 9 -BA — ` oe\ , r f E f oe \ 1 -AG — » » oe 25 -SA 14 -SH of " » - \ of STONE BENCH Or \ pF oe \ 0' OF `O - \ 32 -SM >0 > >— - > > « - ----------------------------------- --- 20 -AH ---_-- STONE SLAB STEPS \ — OF \ 01 D I IIIII I I 111128 -SM 22 -SA STONE BENCH Owl 0 5 10 HORZ. SCALE FEET i47 0 su14 RELOCATED POLE ' D V E ! I SAWCUTCONTROL JOINTS (TYP.) t f h f f t f t f fOP OE - LC - - OF OE OE OE - +E LrEf Ofh Etrf /L 7 -VD �IX E f t LL - `If r f t E f E t f t\t « t E« E LL E - t -1 E tq f- — C S C --/// 4 E E r E r EC h tyJE -dam `-- C�C�C C� C -■ E Cf . t �i E f LL C CSC - t E E E E f E f ------•••FFF E f f f LL ! « f r « TURFE r f E r E E «« E \ LL IrtE t f t E f -1J - t f f n 1D -S'1 \ LL E D y E E t E < f f E ' S2 -SM - fi r E rh1 j rr Er< \ E of 1 r - r G OE C C — 1 E nE 1 V � ----- I f r �� tE f 1 n V t I rr X I STONE SLAB STEP I « 32 -SM E Err E 1 14 -ST \ E f 1 11 -SA 1 E E f ( \ - i f E 1 V �• t r of HANDRAIL -RAMP r\ - DECORATIVE PANELS PER DETAILS E f E f E E I E V E« E HANDRAIL - RAMP rr E f r f f E \ f E f f E t E E E E f E E E D E E -6-S metE EE - E E E r r� E TURF 6 -SH f ; v 1 -AG 8 -CA _ t E « t f E r E f « r k k TOP RISEn E.J.. — t • e I i rr All o E f f f' k k f E t f E E E k f f f k E f f E f 40 -SH CONCRETE STAIRS (9) RISERS r E « • r « r HANDRAIL - STAIRS E r t x • 23 -CA f f r E f f E k k ■ E f E 1 -QB TURF E t E E r f k 17 -SA f• f f t E r k 15 -SH E EfErEf x I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME SIO NDEANDSCA FARCHITECTCT UN ER THE EAA AMA THE TE OF 10 BOLTON By ME ORNDRMYDIREEARCHITER UNDER HATIA OADUI-Y CIE OF MINNESOTA SAMUEL J. KESSEL & MEN K NC. NO. 50677 DATE 03/20/19 k / BOTTOM RISER E.J. 0. k n+ EI 1 I, C --CC C C E E 1 V E f r f 1 E f E E E E E V E E E E E E E t f « E E • I TURF E E E E E f E f t • DEIGNED 2040 HIGHWAY 12EAST E E BSH issued fox Ohre WILLMAR, MINNESOTA 56201 °PAWN BSH I Phone: (320) 231-3956 Email: Willmar@bolton-menk.com CH-ED www.bolton-menk.com CLIENT P- NO W13.117772 I rr m� EI — f f P^ c NO NO f t E f f ESE E E E E t s,ffE E E f \\ff\\ E E E E E E E E E E E t E E E D D ff E E E E f r f E E f h t C C C C C ��ECE-E--t- CE --F 1C T--rE —.c tet- C E E r f if f r E E E f f E E E E f f f E E MONTICELLO, MINNESOTA SHEET 2019 WALNUT STREET IMPROVEMENTS L1.03 LANDSCAPE PLAN 2 =a� o3 O± —c—C—c—C F Ll C` `C<-�« `c OE OE OE OE OE OE OE OE OE OF � TF \ of OF \ OF\ OF \ » » >> >> - CIE �E OE OE - » 5 » OF OF OF of me s OF _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ oF _ _ \ OF \ OF 0 10 20 HORZ. SCALE FEET DE OE OE OE OE OE - L E OE 01� L� I L - I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY MOR UNDER MY DIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONAL LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA SAMUEL I. KESSEL NC. NO. 50677 DATE 03/20/19 BOLTON & MENK $COEOE f c� v \r r\ EI EEEEE—ESE v V rK V _ rr \ c v \ c ✓^ .\ C — a ` ` C DIRECTIONAL BORE UNDER RIVER STREET SW. .c c CONNECT WITH EXISTING CITY IRRIGATION LEGEND V SYSTEM. COORDINATE CONNECTION WITH ENGINEER AND CITY STAFF. fes- 7 .`...; DRIP ZONE r1 E�LLLLLLL� v �E1-LLLLLLLLL.. SPRAY ZONE S.L.I■�.1.L.L�.1. 2040 HIGHWAY 12 EAST DESlcNEO gSH I WILLMAR, MINNESOTA 56201 DRAWN gSH Phone: (320) 231-3956 Email: Willmar@bolton-menk.com weae0 lHH www.bolton-menk.com CLIENT PRw NO W13.117772 I MONTICELLO, MINNESOTA 2019 WALNUT STREET IMPROVEMENTS IRRIGATION PLAN 7 L1.04 +/-24" 1 III-IIIIII: 111-- 11--- CONCRETE WALK - 48" -60" L X 24" W x 15" H LIMESTONE BLOCK NATURAL FACE RISER. SAWN TOP & BOTTOM SAWN JOINTS AT BLOCK & CONCRETE NATURAL FACE ON OUTSIDE EDGE BLOCK. 6" AGGREGATE BASE, CL. 5 (INCIDENTAL) SUBGRADE 95%COMPACTED CLIMESTONE BLOCK TERRACE SCALE: N.T.S. // V-15"� DECORATIVE PANELS -16'-8" NOTES: SCH 40 (1.5" DIA) GALVANIZED PAINTED A15"A_ 1. CONTRACTOR SHALL VERIFY ALL MEASUREMENTS ON BLACK STEEL PIPE HANDRAIL CORE DRILL THE HANDRAILS FOLLOWING CONSTRUCTION OF VETTER STONE - COLOR: GLACIAL BUFF. AND EMBED IN CHEEKWALL STAIRS AND PRIOR TO FABRICATION OR APPROVED EQUAL. \ 2. RISERS TO BE EQUAL HEIGHT FOR ENTIRE RUN SPLIT FACE SIDES, SAWN TOP AND BOTTOM. #3 EPDXY COATED REBAR 3" 3. TREADS TO BE EQUAL DEPTH FOR ENTIRE RUN CONTRACTOR TO SUBMIT SAMPLES FOR APPROVAL MIN. COVER 4. REF. TO GRADING SPOT ELEVATION FOR TOP AND m BOTTOM OF STAIR EXPANSION JOINT W/ SAWN TOP AND BOTTOM SEALANT, PER DTLS CHEEK WALL BEYOND W/ EXPANSION JOINT BETWEEN LIMESTONE BENCH g STAIR EDGE AND WALL BLOCK TX VX1.5'TALL CONCRETE SIDEWALK SPLIT FACE ALL FOUR (4) SIDES 6" EPDXY COATED PIN #4 VERT. @ 18" O.C. (EXTEN) 1 I TREAD SLOPE @ 1% W/ 1/2"R ON NOSING MIN. 2 PER BLOCK INTO CONCRETE BAND INTO STAIR SLAB 51, EXPANSION JOINT W/ SEALANT, PER DTLS CONCRETE WALK, #4 REBAR @ 18" O.C.E.W. ° a COMPACTED #4 HORZ. CONT. @ 18" O.C. AGGREGATE BASE #4 VERT. @ 18" O.C. (EXTEND 18" SIDEWALK INTO STAIR SLAB �• 'IN CHEEK WALL ��—I I FEI—I I FEEI—I 6" AGGREGATE BASE, CL. 5 (INCIDENTAL) 11 11 11M 11-11-111-� SUBGRADE 95% COMPACTED C LIMESTONE BENCH SECTION: STAIRCASE SCALE: N.T.S. 3 SCALE: N.T.S. NOTES: 1. CONTRACTOR SHALL VERIFY ALL MEASUREMENTS ON THE HANDRAILS FOLLOWING CONSTRUCTION OF STAIRS AND PRIOR TO FABRICATION. 2. REFER TO GRADING SPOT ELEVATION FOR TOP AND BOTTOM OF RAMP 3. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR DESIGN INCLUDING, RAILING, PANELS, FIT AND FINISH 4. SIZING FOR ALL WORK ARE FOR AESTHETIC REFERENCE ONLY, ADJUSTMENTS TO SIZES PER STRUCTURAL REQUIREMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE IDENTIFIED IN THE SHOP DRAWINGS. S. ALL WELDS TO BE CONTINUOUS UNLESS OTHERWISE NOTED AT ALL NON-MECHANICAL FASTENED JOINTS. 6. GRIND SMOOTH ALL WELDS AND CUTS. 7. FINAL COLOR TO BE APPROVED BY OWNER/ENGINEER THROUGH CONTRACTOR SUBMITTAL. RAMP RAILWAY - 62' DECORATIVE PANELS - 6'4"� C4ELEVATION: RAMP RAILING AND WALL 4 SCALE: N.T.S. 3 of 2� a� 8 DETAILS: NOT TO SCALE Oi / DECORATIVE PANELS - 16'-8" IHEREB CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRER SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONAL LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA 11111 BOLTON 2040 HIGHWAY 12 EAST WILLMAR, MINNESOTA 56201 SIGN i�s"E" "Ah Ro BSH I q -N M SAMUEL I. KESSEL / 1 & M E N K Phone: (320) 231 -men Email: Willmar@bolton-menk.com BSH o JHH 50677 on.R 03/20/19 uC N.W www.bolton-menk.com ENTPR I No. 13.117772 1 Y t0 0000�o� J �r 60 0� fObU o foo- obpooO ° oo °°°p O°op Oo°o°o, 0o00 Oo 0 0 oA 00000 0°0°o 1-0 in o pOoo �0000000000--0000000 000, �0000pOOoo°O000 °oop Ooo° I I >o°opO ° o ° pOopO pO o°oo°°oop Ooo°Ooo°' o°000° oo° oo° oo°o o� R °°°off ��c _ 1-1/2" DIA STEEL HANDRAIL, HIGHT TO FOLLOW SLOPE OF RAMP HANDRAIL TO WRAP POST ALL THREE SIDES, SEE DETAIL -1/4"THK.CORTEN PANEL INSERT -1X3 TUBE STEEL, CANE DETECTION RAIL MONTICELLO, MINNESOTA 2019 WALNUT STREET IMPROVEMENTS LANDSCAPE DETAILS FE SHEET L2.01 2 DECORATIVE PANEL FRAME HSS TABS Q'L 3"X3" TUBE POST, SURFACE MOUNTED HANDRAIL BRACKET - 112" PIPE HANDRAIL CRAMP SIDE: RAMP HANDRAIL END NOTTO SCALE: PLAN VIEW 2'• 3" VARIES 000 OvJOOO/ ��000�00 a �nv0 v nn� i}EK �—o' pV0°00 0OU000C p ° p 00 00 0000 00 0c ) 0 00 00 0 1-1/2" DIA STEEL HANDRAIL, HIGHT TO FOLLOW SLOPE OF RAMP, BRACKET CONNECTION. RAILING 12' " GAP FROM POST. 1.5" ANGLE IRON FRAME W/ S.S. BUT HEADED HARDWARE TO ATTACH PAN CONT. WELD ALL FRAME JOINST AND GRIND SMOOTH POWDERCOAT FINIS 3"X3" TUBE POST, SURFACE MOUNTI 0 0 00 00C '1000 00 2"x2"x1/4" HSS TABS W/ 1/2" BOLT 0D000 OC p00O0000 0000000C )00 00 00 D 00 0 0 00 O 00( 1"X3" TUBE STEEL, 000 0 00 O O C MECHANICAL TO POST ,00pID 01 m 00000000 CONNECTION �O^^ OpY 1 0°00000( m�. ORAwN BSH DETAILS: NOT TO SCALE CELEVATION: CORTEN PANELS & POST ON RAMP SCALE: N.T.S. PANEL DIMENSIONS: PANEL A: 5'-7" X 42" WITH 95° & 85° PANEL B: 6'-3" X 42" WITH 90° & 90° 1.5" ANGLE IRON FRAME W/ S.S. BUTTON 1, 9„ HEADED HARDWARE TO ATTACH PANEL. CONT. WELD ALL FRAME JOINST AND , GRIND SMOOTH POWDERCOAT F IN ISH 0O 0 °°° °00 0° 0 0 000 00 2"x2"x1/4" HSS TABS W/ 1/2" BOLTOOO0OOO0 �O0000000 0000 )OOO0000 °0O00O0°00C 00°0°°0°0000000 -00 0000000 0000000000000000 0000 ? 0 001 00°0°00 0000 0 00 00O000OOO00 O 1/4" THK. CORTEN PANEL INSERT000DO 0000O0p0 '0000000000000, 0O0000ODO._S.S. BUTTON HEADED HARDWARE TO 0pO0OOO00p00OO0O0p0TO CONNECT INSERT PANEL TO FRAME O00OO00OO00OO0OO OOOOO00C 000000000000000000000000 0 000 0000000000 00000000000 0 ^ CELEVATION: CORTEN PANELS ENLARGEMENT SCALE: N.T.S. MONTICELLO, MINNESOTA 2019 WALNUTSTREET IMPROVEMENTS LANDSCAPE DETAILS SHEET L2.02 IHEREEY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UN DER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL LANDSCAPE UNDER LAWS OFTHESTATE OF 2040 HIGHWAY I2 EAST SIGN Ias"f"fox "ATE cO BSH MINNESOTA BOLTON WILLMAR, MINNESOTA 56201 ORAwN BSH DETAILS: NOT TO SCALE SAMUELJ. KESSEL & M E N K Phone: (320) 231-3956 Email: com FcxEG JHH Ic NO 50677 Onrc 03/20/19 . ww.bolton-menk.com www.bolton-menk.com Enr PROs. NO. cN W 13.117772 I MONTICELLO, MINNESOTA 2019 WALNUTSTREET IMPROVEMENTS LANDSCAPE DETAILS SHEET L2.02 E =a� r4 o3 9± I I I EXISTING FEED POINT ADD TWO (2) GFCI CIRCUITS TO j CITY POWER SIDE / GFCI TO STREET LIGHT CONTROLS O I Z —c c C c C �� /� / 3/4" CONDUIT OE 0�(y��--- OOE� CQE_ '>- E OE V I / v — 1-1/2" CONDUIT FROM FEED POINT TO HH 9E OE OE OE �--1—I OE — OE OE — o \\\ HANDHOLE PULL BOX 1»o v v �- o _ WALNUT STREET <�< <<-�_- f '--�< I V rC 1 \ \ 1-1/2" CONDUIT / _POSITION CONDUIT TO SHARE —I ��II—I—I—I—I�I IIIII III II —�I TRENCH CONSTRUCTION UNDER o� I�--I�III-1111 II I I II_I-WALNUT II�III I HANDHOLE PULL BOX v \ �� C� k v c\ / v uvX X k k _ Ev rE E E E E -- - VV _ 3/41 CONDUIT _ GFCI RECEPTACLE PEDESTAL, TYP. v S v ___ _____ ______ ______ ______ _--- __--- x I -�- li I I I I 0 10 20 HORZ. SCALE FEET I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED EEORUNDER MYDIRECT SUPEV15N AND AMDULYLICENSED CE S PRO FSION NUSCAPEARCHI ECTUERTHE LAWS SOF THE STATE OF MINNESOTA BOLTON SAMUELJ. KESSEL & MEN K TIC 10 50677 Dare 03/20/19 2040 HIGHWAY 12 EAST WILLMAR, MINNESOTA 56201 Phone: (320)231-3956 Email: Willmar@bolton-menk.com www.bolton-menk.com DESIGNED BSH ND I IssDED FDR I Dare DRAwry BSH CHECRED w rvo CLIENT PRO) I E E cr_c Kin I GFCI RECEPTACLE PEDESTAL o HANDHOLE, AS SPECIFIED ❑T EXISTING FEED POINT MONTICELLO, MINNESOTA 2019 WALNUT STREET IMPROVEMENTS SITE ELECTRICAL PLAN E1.01 2 44-6----/ _ 1/2" MOUNTING HOLES I. I OPEN FRONT TOPIV EW FABRICATION / PRODUCT NOTES: 1. AS MANUFACTURED BY POVOLNY SPECIALTIES OR EQUAL 2. STANCHION -1/8" ALUMINUM 3. BASE -1/4" ALUMINUM 2. INCLUDES 20 AMP GFCI DUPLEX W/ CAST ALUMINUM BELL BOX AND IN -USE WATERPROOF COVER PER ELECTRICAL CODE REQUIREMENTS 3. POWDER COATED ENAMEL PAINT FINISH - COLOR TO BE SELECTED BY OWNER 4. ETL LISTED IN COMPLIANCE WITH UL 50 CGFCI PEDESTAL PEDESTAL SCALE: N.T.S. FPA SERVICE CABINET 200A,120/240 VOLT METERED �1" DRIP SHIELD BELL BOX WITHIN -USE WEATHERPROOF COVER OPENING TO FACE SIDEWALK MOUNT WITH 1/2" DIA. S.S. ANCHOR )111/��— BOLTS CONCRETE BASE INCIDENTAL TO — RECEPTACLE UNIT PRICE HOLD 2-4" ABOVE ADJ. GRADE %" MITER EDGE 10" DIA. X 30" DEEP CONCRETE BASE TRANSITION TO GALVANIZED RIGID \ STEEL CONDUIT AT FOOTING SECTION ------ SOP ------ it I� -CABINET- --- -- I I I R W B R W B I I I I I I r— MAINTAIN I EXISTING 3 /C# IN PLACE TRAIL �II RHH 2 HH3 LIGHTING /I BEClUPDATED HH5 I I I 3 - 1/C 48 \ I I I I I I I I I I I I I I I Al A2 A3 A4 AS I I I 3 - 1/C #8 — 3-1/C#8 B1 B2 CCIRCUIT DIAGRAM SCALE: N.T.S. IHEREEY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WAS PREPARED SIGN ias"f"fox "ATE BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AMA DULY LICENSED 2040 HIGHWAY I2 EAST cOOSH PROFESSIONAL LANDSCAPE ARCHITECT UNDER THE TAWS OF THE STATE OF MINNESOTA BOLTON WILLMAR, MINNESOTA 56201 ORAwry BSH DETAILS: NOT TO SCALE Phone: (3201231-3956 C1111111 OnrE Email: Wilimar@bolton-menk.com JH.HSAMUELJ. KESSEL & MENK www.bolton-menk.com Ic. NO 50677 03/20/19 aW 1PR3.117 772 IN PLACE TRAIL LIGHTING MONTICELLO, MINNESOTA 2019 WALNUT STREET IMPROVEMENTS ELECTRICAL DETAILS SHEET E1.02 ENGINEERS ESTIMATE City of Monticello Walnut Street Improvements DATE: 3/21/2019 W13.117772 ITEM BROADWAY RAMP PROJECT TOTAL NO. ITEM NOTES UNIT UNIT PRICE QTY COST CITY COST CITY COST 1 MOBILIZATION ESTIMATED CONSTRUCTION COST OF IMPROVEMENTS LS $35,000.00 0.5 $ 17,500 0.5 $ 17,500 1 $ 35,000 2 CLEARING & GRUBBING EACH $120.00 4 $ 480 1 $ 120 5 $ 600 3 COMMON EXCAVATION (LV) CY $20.00 50 $ 1,000 100 $ 2,000 150 $ 3,000 4 SAWING CONCRETE PAVEMENT (FULL DEPTH) LF $5.50 140 $ 770 15 $ 83 155 $ 653 5 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LF $3.70 625 $ 2,313 210 $ 777 835 $ 3,090 6 REMOVE CONCRETE CURB AND GUTTER LF $2.30 600 $ 1,380 150 $ 345 750 $ 1,725 7 REMOVE CONCRETE WALK SY $9.00 418 $ 3,762 36 $ 324 454 $ 4,086 8 REMOVE BITUMINOUS PAVEMENT BY $4.00 632 $ 2,528 242 $ 968 874 $ 3,496 9 REMOVE SEWER PIPE (STORM) LF $6.00 90.0 $ 540 40 $ 240 130 $ 780 10 REMOVE CATCH BASINS EA $260.00 2.0 $ 520 2 $ 520 4 $ 1,040 11 SALVAGE & REINSTALL SIGN ASSEMBLY EACH $125.00 3 $ 375 $ - 3 $ 375 12 BITUMINOUS FULL DEPTH PATCH - BROADWAY STREET SY $65.00 160 $ 10,400 $ - 160 $ 10,400 13 BITUMINOUS PATCH - BROADWAY STREET SY $50.00 40 $ 2,000 $ - 40 $ 2,000 14 BITUMINOUS PATCH - WALNUT STREET BY $45.00 64 $ 2,880 44 $ 1,980 108 $ 4,860 15 B618 CONCRETE CURB & GUTTER LF $25.00 $ - 166 $ 4,150 166 $ 4,150 16 B624 CONCRETE CURB & GUTTER LF $30.00 400 $ 12,000 $ - 400 $ 12,000 17 D418 MODIFIED LF $35.00 50 $ 1,750 $ - 50 $ 1,750 18 7" CONCRETE WALK (PEDESTRIAN RAMPS) SF $8.00 560 $ 4,480 100 $ 800 660 $ 5,280 19 7" COLORED CONCRETE WALK TYPE 1 (BUMPOUT) SF $15.00 240 $ 3,600 $ - 240 $ 3,600 20 5" CONCRETE WALK SF $6.00 5224 $ 31,344 1730 $ 10,380 6954 $ 41,724 21 5" COLORED CONCRETE WALK TYPE 1 SF $12.00 688 $ 8,256 $ - 688 $ 8,256 22 5" COLORED CONCRETE WALK TYPE 2 (PLAZA) SF $12.00 892 $ 10,704 $ - 892 $ 10,704 23 TRUNCATED DOMES SF $40.00 86 $ 3,440 32 $ 1,280 118 $ 4,720 24 CONCRETE STEPS EACH $120.00 $ - 9 $ 1,080 9 $ 1,080 25 STREET SIGN POST (BLACK) EACH $100.00 3.0 $ 300 $ - 3 $ 300 26 CONNECT INTO EXISTING DRAINAGE STRUCTURE EACH $3,000.00 1.0 $ 3,000 1 $ 3,000 2 $ 6,000 27 CASTING ASSEMBLY EA $600.00 2.0 $ 1,200 3 $ 1,800 5 $ 3,000 28 CASTING ASSEMBLY SPECIAL (ADA COMPLIANT) EACH $600.00 $ - 1 $ 600 1 $ 600 29 CONSTRUCT DRAINAGE STRUCTURE DES 4022 LF $450.00 $ - 18.6 $ 8,361 19 $ 8,361 30 CONSTRUCT DRAINAGE STRUCTURE DES -R1 LF $400.00 8.0 $ 3,200 $ - 8 $ 3,200 31 6" STORM PVC SDR 26 LF $30.00 81.0 $ 2,430 $ - 81 $ 2,430 32 6" NYLOPLAST INLET W/DROP IN GRATE EACH $1,000.00 1.0 $ 1,000 $ - 1 $ 1,000 33 12" RC PIPE SEWER DESIGN 3006 LF $50.00 123.0 $ 6,150 110 $ 5,500 233 $ 11,650 34 INLET PROTECTION EACH $300.00 4 $ 1,200 4 $ 1,200 8 $ 2,400 35 CROSSWALK MULTI -COMP SF $5.00 324.0 $ 1,620 $ - 324 $ 1,620 36 4" MULTI -COMP (WHITE) LF $2.00 150.0 $ 300 128 $ 256 278 $ 556 37 TRAFFIC CONTROL LS $10,000.00 0.5 $ 5,000 0.5 $ 5,000 1 $ 10,000 38 SODDING TYPE LAWN BY $6.00 $ - 200 $ 1,200 200 $ 1,200 39 BOULEVARD TOPSOIL BORROW (LV) CY $40.00 45.0 $ 1,800 $ - 45 $ 1,800 40 TOPSOIL BORROW - PLANTING BEDS CY $45.00 37.0 $ 1,665 46 $ 2,070 83 $ 3,735 41 STRUCTURAL SOIL BORROW (CV) CY $100.00 50.0 $ 5,000 $ - 50 $ 5,000 42 COMMON LABORERS HOUR $70.00 5.0 $ 350 5 $ 350 10 $ 700 43 1.0 CU YD SHOVEL HOUR $220.00 2.0 $ 440 2 $ 440 4 $ 880 44 12 CU YD TRUCK HOUR $110.00 2.0 $ 220 2 $ 220 4 $ 440 45 SKID LOADER HOUR $110.00 3.0 $ 330 2 $ 220 5 $ 550 46 OVERSTORY TREE, 4" CAL. EA $750.00 2 $ 1,500 $ - 2 $ 1,500 47 OVERSTORY TREE, 2.5" CAL. EA $600.00 $ - 1 $ 600 1 $ 600 48 UNDERSTORY TREE, 1.5" CAL. EA $500.00 6 $ 3,000 4 $ 2,000 10 $ 5,000 49 UNDERSTORY TREE, B'HT- MULTISTEM EA $500.00 3 $ 1,500 $ - 3 $ 1,500 50 DECIDUOUS SHRUB, 5 GAL. EA $75.00 7 $ 525 423 $ 31,725 430 $ 32,250 51 GRASSES/PERENNIAL, 1 GAL. EA $25.00 340 $ 8,500 423 $ 10,575 763 $ 19,075 52 BULBS EA $2.50 300 $ 750 $ - 300 $ 750 53 STONE SLAB STEPS - NATURAL EDGE SF $50.00 $ - 100 $ 5,000 100 $ 5,000 54 STONE BENCH (18x18x48) EA $1,200.00 5.0 $ 6,000 2 $ 2,400 7 $ 8,400 55 DECORATIVE PANELS EA $600.00 $ - 7 $ 4,200 7 $ 4,200 56 HANDRAIL - RAMP LF $150.00 $ - 120 $ 18,000 120 $ 18,000 57 HANDRAIL - STAIRS LF $100.00 $ - 26 $ 2,600 26 $ 2,600 58 IRRIGATION LS $5,000.00 $ - 1 $ 5,000 1 $ 5,000 59 ELECTRICAL - 5/C #14 AMG OH CABLE LF $5.15 $ - 100 $ 515 100 $ 515 60 ELECTRICAL - 0.75" PVC/HDPE LF $3.00 160.0 $ 480 $ - 160 $ 480 61 ELECTRICAL - 1.5" PVC/HDPE LF $3.75 60.0 $ 225 $ - 60 $ 225 62 ELECTRICAL - #B AWG CU LF $1.50 660.0 $ 990 $ - 660 $ 990 63 ELECTRICAL-HANDHOLE EA $550.00 2.0 $ 1,100 $ - 2 $ 1,100 64 ELECTRICAL - GFCI PEDESTAL W/ FOOTING EA $900.00 8.0 $ 7,200 $ - 8 $ 7,200 SUBTOTAL SITE IMPROVEMENTS $ 188,997 $ 155,379 $ 344,375 10% CONTIGENCY $ 18,900 $ 15,538 $ 34,438 ESTIMATED CONSTRUCTION COST OF IMPROVEMENTS $ 207,896 $ 170,916 $ 378,813 Engineer's Estimate 3/21/2019,10:25 AM Bolton & Menk, Inc. Page 1 of 1 Downtown Small Area Study Implementation Workshop November 16, 2017 _._._._._._._._._._._..._._._._._._._._._._._._ Participants City Council: Brian Stumpf, Bill Fair, Jim Davidson, Charlotte Gabler, Lloyd Hilgart EDA: Tracy Hinz, Steve Johnson, Jon Morphew, Bill Tapper Parks & Recreation: Nancy McCaffrey, Larry Nolan Planning Commission: Katie Peterson Guests: Clay Sawatzke, Michele Hertwig Staff: Jeff O'Neill, Angela Schumann, Jim Thares, Jacob Thunander, Tom Pawelk, Rachel Leonard, Jennifer Schreiber Workshop Purpose Set a foundation for realizing the downtown plan by encouraging the various commissions to cooperatively review the elements of the plan, prioritize the components, and strategize implementation. Prioritization Exercise Organized by Highest Ranked Projects: Redevelopment: Pursue signature redevelopment on Block 52 with market rate housing and a destination restaurant that overlooks the park. Public Realm Improvements: Redesign riverfront parks to include more active events and programming in West Bridge Park (amphitheater, water feature, concessions) and passive uses in East Bridge Park. Broadway Street Commercial Vitality: Broadway Street Environment: Develop small pocket parks on vacant properties along Broadway, offering outdoor seating, and pedestrian connections to parking. Curb extensions at Walnut and Broadway to provide space for landscaping, seating, and gathering. Identity Building: Build Downtown's brand and identity by identifying the downtown core as the Broadway Walnut area, and naming it. Pursue marketing initiatives to build the new brand. Business Support & Development: Establish fagade improvement programs that offer financial support for improving building appearance and district identity. Organized by Survey Category High -Impact: 1. Pursue signature redevelopment on Block 52 2. Redesign riverfront parks... 3. Establish fagade improvement programs... Low -Hanging Fruit: 1. Improve bridge underpass... 2. Develop small pocket parks... 3. Curb extensions at Walnut & Broadway Personal Interest: 1. Redesign riverfront parks... 2. Pursue Signature redevelopment on Block 52... 3. Reconnected Walnut Street to River Street... M71 pz �l Lei Project Implementation Exercise East & West Bridge Park Improvements Foundation: Location on the river, high visibility, varied topography, existing assets, capable parks staff, dedi- cated volunteers, popular community events. Challenges: Limited automobile & pedestrian access, perception of noise and actual noise, potential river island flooding, limitations of adjacent land uses, ma- ture trees can block views, hard to change what's al- ready popular. Mitigation: Acquire surrounding land to allow redevelop- ment and growth, connect Walnut Street to River Street, use signage and rebranding to encourage ex- ploring downtown and connecting with the parks, en- hance underutilized assets like the southeast stairs and bridge underpass. Leadership: Parks staff, Park & Recreation Commission, City Council, and EDA with redevelopment. Key Decisions: Park design, connection of Walnut St. to River St, reconstruction of River St, redevelopment of Block 52. Priority Tasks: Park design, remove understory plants for visibility to the river, programming & events, connect Walnut St. to River St. Block 52 Redevelopment Foundation: City owns a portion, another property for sale, high visibility, beautiful view, parks complement, EDA is engaged in acquisition. Challenges: Cost of acquiring property, getting the right developer, potential contamination, community confu- sion of public purpose, competition with completing Block 34, relocation costs. Mitigation: Continue acquiring land and empower eco- nomic development manager to meet with developers. Leadership: EDA for site control and incentives, staff for recruitment and negotiating, additional city staff from planning, public works, Wright County, etc. Key Decisions: Preliminary development agreement, zoning ordinance changes, incentives. Priority Tasks: Design for Walnut Street connection to River St., redesign West Bridge Park parking, acquire properties, reach out to developers to find the right partner, continue building relationships and communi- cating with property owners. Downtown Housing Development Foundation: Strong market, regional and local amenities, demographics, walkability, accessibility, site control, lender and council support, developers interested, jobs nearby. Challenges: Relocation development costs, water table, cost of quality construction, noise, traffic access, size of block divisions, developers have many options, zoning not currently aligned with plan, existing property & business owners. Mitigation: Gather better information on water table, shared equity solutions, create one TIF district, buying options. Leadership: EDA to lead land acquisition, TIF program, coordination with lenders & developers. Planning Com- mission to lead zoning review. City Council responsible for final approvals. Key Decisions: Determining one site or many, zoning approved that balances flexibility with predictability. Priority Task: Create package or feasibility for several sites so the city knows its limits and capacity, include aesthetic design expectations, get a more detailed un- derstanding of the downtown market, engage in out- reach to developers with marketing materials. Activating Broadway Street's Commercial Vitality Foundation: Proximity to parks and river, some business- es already making positive changes, changes will en- courage people to visit, opportunity to build relation- ships, high traffic area. Challenges: Not all buildings up to code, cost of rehabili- tation, lack of space for outdoor seating, lack of con- centration, need to agree on fagade style, traffic, busi- ness mix. Mitigation: Assess the state of properties, survey and encourage stakeholder participation, offer financial in- centives, help 1-2 businesses start to encourage others. Survey property owners to guide the focus. Leadership: Existing business group, Chamber, City Council, EDA, and city staff. Priority Tasks: Determine ownership of every parcel with contact information, reach out to property and busi- ness owners for their ideas, identify and build alliances, determine design standards. Other: Encourage EDA to build relationships. Monticello Council Connection March 25, 2019 CITY OF moniieflo ADMINISTRAION Arts Advocacy Day Arts Advocacy Day at the MN State Capitol was Tuesday, March 12. The city's Creative Arts Consultant, Sue Seeger, and Communications Coordinator, Rachel Leonard, participated in the event on behalf of Monticello. Arts Advocacy Day provides an opportunity to meet with State Senators and Representatives to discuss the importance of Legacy Fund and General Fund allocations for arts and culture in Minnesota. These funds are distributed through the Minnesota State Art Board and Regional Arts Councils. Monticello's Arts Initiative and the community center have benefited from grants available through these state funds, and the grants will continue to be vital to future projects as well. We were able to meet with Representative Marion O'Neill and Senator Bruce Anderson to highlight the ways Monticello is utilizing these grants for community and economic development, primarily toward the goal of revitalizing downtown Monticello. Attached is one of the handouts received at the event. In addition, more information about the economic impact of arts and culture can be found in Creative Minnesota's 2019 Report which is available at: www.creativemn.ora. STATE OF MINNESOTA creativeI V1 NONPROFIT ARTS & ARTISTS & CREATIVE CULTURE ORGANIZATIONS WORKERS " 0 0 AND THEIR AUDIENCES III TOTAL SPENT BY SPENDING BY FULL-TIME NONPROFIT ARTS AND $902 MILLION ARTISTS AND CREATIVE $451 MILLION CULTURE ORGANIZATIONS WORKERS TOTAL SPENT BY ARTS $594 MILLION AND CULTURE ATTENDEES SPENDING BY PART-TIME ARTISTS AND CREATIVE $220 MILLION WORKERS Change in impact since 2017 report: +$142 Million I Economic impact per capita in the state: $397 1 State population in 2016: 5,577,000 PARTICIPATING ORGANIZATIONS BY DISCIPLINE NUMBER OF FULL-TIME 40 770 ARTISTS AND CREATIVE WORKERS BY BUDGET SIZE 913 Under $25K 449 $25K —$100K 248 $100K —$250K 188 $250K — $1 M ATTENDEES 80 $1 M — $5M 7 Over $5M 18 Over $10M 23.2 Mr 5.3 MILLION Includes creative workers employed full or part-time by others, as well as self employed. Does not include student, retired or hobbyist artists. TOP 3 CREATIVE JOBS PHOTOGRAPHERS i MUSICIANS AND SINGERS i WRITERS AND AUTHORS AVERAGE HOURLY WAGE $22.13 FOR CREATIVE WORKERS This is down $0.9 from 2014 STUDY HIGHLIGHTS The arts sector in Minnesota is still growing. More Minnesotans are attending the arts, with an increase of 1.4 million arts and culture attendees in the last two years. This year's study also includes 1903 nonprofit arts and culture organizations and programs in Minnesota, an increase of 302, many of which were new organizations we had not found before. In addition, more people are employed in the arts, with over 108,000 artists and creative workers, an increase of an increase of 4,607 from just two years ago. The economic impact of the sector is growing as well. With an increase of q $83.5 million from arts organizations, $31 million from audiences, and $27 $20.4 Ei million from the spending of artists and creative workers, the combined economic impact of the sector is now over $2.167 billion in Minnesota, an increase of $167 million from 2014. +1 4 MILLION *See full Creative Minnesota 2019 study for details Creative Minnesota 2019 creativeMN.org FATE OF MINNESOTA STATE AND LOCAL GOVERNMENT REVENUES GOVERNMENT REVENUE (TAXES & FEES GENERATED BY ARTS AND CULTURE ORGANIZATIONS AND THEIR AUDIENCES GOVERNMENT REVENUE GENERATED BY SPENDING OF ARTISTS AND CREATIVE WORKERS TOTAL GOVERNMENT REVENUE (TAXES & FEES) i 24PMILLION GENERATED BY THE ARTS SECTOR `-A ACCESS TO ARTS EDUCATION IN MINNESOTA'S SCHOOLS Minnesota statute sets requirements for arts education, but local control means that each school district decides how it will provide arts education to its students. Some schools are meeting or exceeding the requirements set in statute, and others are falling short. This study covers one year of data from the 2016/2017 school year, in High School grades 9 through 12, from 482 public and charter schools serving 252,181 students. High schools must offer at least three and require at least one of the following arts areas: media arts, dance, music, theater and visual arts. Students must take one credit of the arts to graduate. Unfortunately, our first report on the availability of arts education in Minnesota schools is incomplete because so many schools have not complied with the mandatory reporting requirements. • So far 165 schools, representing 24 percent of Minnesota's high school students, have not yet submitted their data. • Only 20% of high schools have affirmatively reported that they are providing access to the required three arts disciplines. They serve just 37% of Minnesota's 252,181 high school students. • However, 76% of students are in schools that report they provide at least some arts instruction. • The most common disciplines offered are Visual or Media Arts and Music. School by school results and other statewide information will be available at CreativeMN.org Minnesota Citizens for the Arts 'Yea iv661 LaSalle Street #220 ARTS St. Paul, MN 55114 MCA 651-251-0868 MINNESOTA GIVE AMNS artsMN.org BACK °`Astaff@artsMN.org CITIZENS m; ARTS @MNCitizen WWW ARItiMN.OH�. CITY OF mo�ii�effo COMMUNITY DEVELOPMENT DEPARTMENT — ECONOMIC DEVELOPMENT Meeting Summary: • February 21, 2019: • February 25, 2019: • February 26, 2019: • February 27, 2019: • February 28, 2019: • March 4, 2019: • March 5, 2019: • March 7, 2019: • March 14, 2019: • March 19, 2019: • March 20, 2019: • March 21, 2019: Meeting with Prospect Rotary Club Mtg Economic Day at the Capitol, St. Paul, MN Energy Transition Advisory Group Mtg., Becker Community Development Networking Mtg, Monticello Meeting with Project Synergy regarding site information Meeting with Project #6580 Wright County Workforce Pathways Mtg., MCC Meeting with Prospect Chamber of Commerce Mtg. Meeting with Prospect Special EDA Meeting — Block 52 Developer Interviews CITY OF �r1t1C�� ............� Transactions February 2019, the DMV processed 10,581 transactions 1,223 more than February 2018. DMV year -to date revenue is $133,888.60 an increase of $11,148.35 or 9.1% over the same period last year. Please see the following graphs for more detail. $3,000,000 $2,500,000 $2,000,000 $1,500,000 $1,000,000 $500,000 12,000 10,000 8,000 6,000 4,000 2,000 $160,000 $140,000 $120,000 $100,000 $80,000 $60,000 $40,000 $20,000 25,000 20,000 15,000 10,000 5,000 DMV Revenue Comparison $2,743,765 b Ftp tzz Feb 2011 Feb 2012 Feb 2013 Feb 2014 Feb 2015 Feb 2016 Feb 2017 Feb 2018 Feb 2019 DMV Transaction Comparison 10,581 Feb 2011 Feb 2012 Feb 2013 Feb 2014 Feb 2015 Feb 2016 Feb 2017 Feb 2018 Feb 2019 DMV Year -to -Date Revenue Comparison Feb 2011 Feb 2012 Feb 2013 Feb 2014 Feb 2015 Feb 2016 Feb 2017 Feb 2018 Feb 2019 DMV Year -to -Date Transaction Comparison 22,897 Feb 2011 Feb 2012 Feb 2013 Feb 2014 Feb 2015 Feb 2016 Feb 2017 Feb 2018 Feb 2019 OF M04ieflo HI-WAY LIQUORS Sales through February 28, 2019 Attached is the data for total sales in each major category through the end of February 2019. Hi -Way Liquors Sales Report 1/31/2019 Total Sales Month 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 CYM-LYM Y -T -D Jan $ 316,280.10 $ 300,631.85 $ 296,838.64 $ 302,114.52 $ 328,004.13 $ 355,029.76 $ 380,425.45 $ 364,675.32 $ 356,295.18 $ 403,520.92 $ 413,534.20 2.5% 2.5% Feb 284,988.38 285,584.50 315,239.00 307,385.41 337,923.99 333,487.18 347,777.77 362,746.98 364,836.39 390,050.52 408,769.22 4.8% 3.6% Mar 318,050.39 324,062.21 335,032.60 388,195.21 408,071.17 377,391.62 388,003.16 401,256.91 417,005.50 473,811.33 - Apr 346,738.34 369,112.88 389,543.24 347,321.09 388,395.50 389,250.82 421,280.89 428,729.44 448,141.63 467,192.12 May 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 Jun 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 Jul 430,838.23 466,122.69 466,738.15 447,452.18 485,459.76 479,174.06 542,973.27 527,519.46 563,935.31 571,270.49 Aug 383,523.07 386,245.30 408,734.83 445,158.94 503,181.84 484,955.71 470,505.22 462,669.36 497,201.21 544,029.21 Sep 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 Oct 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 Nov 341,875.49 360,661.96 376,855.40 421,960.12 424,038.37 465,299.53 474,241.74 444,533.08 495,519.24 527,900.06 Dec 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 - Total $ 4,351,038.78 $ 4,476,911.24 $ 4,652,921.53 $ 4,845,781.08 $ 5,045,614.65 $ 5,165,741.40 $ 5,492,060.85 $ 5,453,804.22 $ 5,760,181.65 $ 6,090,227.96 $ 822,303.42 Change $ 283,853.59 $ 125,872.46 $ 176,010.29 $ 192,859.55 $ 199,833.57 $ 120,126.75 $ 326,319.45 $ (38,256.63) $ 306,377.43 $ 330,046.31 $ (5,267,924.54) Change 7.0% 2.9% 3.9% 4.1% 4.1% 2.4% 6.3% -0.7% 5.6% 5.7% -86.5% $700,000 $600,000 $500,000 $400,000 $300,000 $200,000 $100,000 Monthly Hi -Way Sales Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec ■ 2009 ■ 2010 ■ 2011 ■ 2012 ■ 2013 ■ 2014 ■ 2015 ■ 2018 ■ 2019 Hi -Way Liquors Sales Report 1/31/2019 Beer Month 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 CYM-LYM Y -T -D Jan $ 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 -0.5% -0.5% Feb 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 4.9% 2.1% Mar 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 Apr 178,834.20 189,978.23 194,504.16 179,486.77 186,134.31 198,195.77 219,756.39 228,133.10 234,069.51 224,348.27 May 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 Jun 207,793.83 206,043.42 224,769.03 259,671.21 243,389.79 238,322.11 263,421.95 263,264.15 296,531.85 309,163.93 Jul 229,199.79 260,971.50 258,734.60 253,648.64 273,319.54 265,555.32 301,867.65 296,513.68 315,848.83 314,343.95 Aug 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 Sep 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 Oct 179,873.10 190,893.27 180,043.06 187,386.57 191,764.20 210,454.13 234,882.09 224,253.93 228,484.62 230,112.85 Nov 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 Dec 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 Total $ 2,187,948.04 $ 2,289,800.74 $ 2,328,734.96 $ 2,483,194.18 $ 2,539,167.70 $ 2,604,942.46 $ 2,763,477.59 $ 2,768,393.88 $ 2,933,853.13 $ 3,074,408.23 $ 393,481.99 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 $ (2,680,926.24) ChangE 5.9% 4.7% 1.7% 6.6% 2.3% 2.6% 6.1% 0.2% 6.0% 4.8% -87.2% $350,000 $300,000 $250,000 $200,000 $150,000 $100,000 $50,000 Jan Feb Mar Apr Monthly Beer Sales May Jun Jul Aug Sep Oct Nov Dec ■ 2009 ■ 2010 ■ 2011 ■ 2012 ■ 2013 ■ 2014 ■ 2015 ■ 2018 ■ 2019 Hi -Way Liquors Sales Report 1/31/2019 Liquor Month 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 CYM-LYM Y -T -D Jan $ 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 6.4% 6.4% Feb 83,513.27 85,484.92 96,541.21 92,489.93 106,387.16 107,609.55 112,198.85 113,060.59 117,361.15 128,952.50 142,327.58 10.4% 8.4% Mar 88,569.65 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 Apr 90,627.19 95,025.54 110,898.81 98,080.67 113,594.37 115,579.47 123,841.34 126,073.89 130,114.53 136,883.13 May 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 Jun 103,580.02 102,086.20 115,136.72 128,604.32 124,019.90 120,291.71 136,716.81 135,763.26 147,813.59 168,769.36 Jul 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 Aug 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 Sep 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 Oct 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 Nov 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 Dec 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 Total $ 1,214,816.54 $ 1,251,447.54 $ 1,343,108.97 $ 1,396,520.80 $ 1,506,776.00 $ 1,546,117.83 $ 1,634,197.68 $ 1,624,908.04 $ 1,739,562.18 $ 1,909,952.97 $ 284,499.09 Change $ 85,465.80 $ 36,631.00 $ 91,661.43 $ 53,411.82 $ 110,255.21 $ 39,341.83 $ 88,079.85 $ (9,289.64) $ 114,654.14 $ 170,390.79 $ (1,625,453.88) ChangE 7.6% 3.0% 7.3% 4.0% 7.9% 2.6% 5.7% -0.6% 7.1% 9.8% -85.1% Monthly Liquor Sales $250,000 $200,000 $150,000 $100,000 $50,000 Jan Feb Mar Apr May Jun Jul 11 Aug Sep Oct Nov Dec ■ 2009 ■ 2010 ■ 2011 ■ 2012 ■ 2013 ■ 2014 ■ 2015 ■ 2018 ■ 2019 Hi -Way Liquors Sales Report 1/31/2019 Wine Jun Jul Aug Sep Oct Month 2009 2010 2011 2012 2013 2014 2015 2016 2017 Jan $ 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 $ Feb 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 Mar 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 Apr 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 May 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 Jun 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 Jul 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 Aug 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 Sep 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 Oct 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 Nov 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 Dec 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 Total $ 575,521.10 $ 657,562.55 $ 748,907.77 $ 812,831.91 $ 860,817.03 $ 868,778.60 $ 927,731.84 $ 889,082.47 $ 894,150.95 $ 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 $ ChangE 16.9% 14.3% 13.9% 8.5% 5.9% 0.9% 6.8% -4.2% 0.6% $140,000 $120,000 $100,000 $80,000 $60,000 $40,000 $20,000 Jan Feb Mar Monthly Wine Sales Apr May 2018 2019 CYM-LYM Y -T -D 60,047.20 $ 61,183.52 1.9% 1.9% 62,027.36 58,391.94 -5.9% -2.0% 74,221.20 93,299.96 61,684.97 61,777.09 64,494.29 67,701.51 59,923.84 70,894.54 107,567.02 120,746.12 904,385.10 $ 119,575.46 10,234.15 $ (784,809.64) 1.1% -86.8% Nov Dec ■ 2009 ■ 2010 ■ 2011 ■ 2012 ■ 2013 ■ 2014 ■ 2015 2018 ■ 2019 Jun Jul Aug Sep Oct 2018 2019 CYM-LYM Y -T -D 60,047.20 $ 61,183.52 1.9% 1.9% 62,027.36 58,391.94 -5.9% -2.0% 74,221.20 93,299.96 61,684.97 61,777.09 64,494.29 67,701.51 59,923.84 70,894.54 107,567.02 120,746.12 904,385.10 $ 119,575.46 10,234.15 $ (784,809.64) 1.1% -86.8% Nov Dec ■ 2009 ■ 2010 ■ 2011 ■ 2012 ■ 2013 ■ 2014 ■ 2015 2018 ■ 2019 CA c 0 $6.5 $6.0 $5.5 $5.0 $4.5 $4.0 $3.5 $3.0 Liquor Store Sales - Rolling 12 Month Periods z v K c` �' z v K K c N z v K c` �' z v K K c N z v K c` �' z v K K c N z v K c` �' z v c �' z v K K c` cn z v v v— o c v v— o v v— o c v v— o� v v— o c v v— o v v— o c v v— o c v v— o� v v— o c O '< < < F '< < < F '< < < F- '< < < < F '< < l0 O W Ln Ol V 00 lD CITY OF Mo4i6do MONTICELLO COMMUNITY CENTER Transactions and visits Year to date (02.28.19), the MCC processed 16,093 transactions compared to 16,326 transactions last year. The MCC year to date revenue is up from the previous year by $36,103, totaling $277,625. Year to date membership visits are down by 1,104, totaling 27,958 visits. This is probably due to the weather we had in February. Members are at a total of 5,528 compared to 6,129 last year at this time. 35000 30000 25000 20000 15000 10000 5000 0 $300,000 $250,000 $200,000 $150,000 $100,000 $50,000 MCC 2/28 YTD Activity YTD Transactions YTD Member Visits ■ 2017 ■ 2018 ■ 2019 MCC 2/28 YTD Revenue 0 2017 0 2018 0 2019 Villin: 6000 5000 4000 3000 2000 1000 0 Program updates MCC 2/28 Members ■ 2017 ■ 2018 ■ 2019 Council Connection - 03/25/19 The MCC main sign on the corner of Walnut and 6t" Street will be replaced this spring. A rendering of the sign is attached. Our new cardio equipment has arrived! We now have nine new treadmills and five new bikes. March has been a busy month for our rental division. The Mississippi room hosted an Early Childhood Family Education conference, a holistic expo, a wedding, a girl's hockey banquet and dance team banquet, three days of State of Minnesota Homeland Security meetings, Chamber lunch, Cargill appreciation event, CommUnity Adult Mental Health seminars, and our regularly scheduled city meetings. We also had two lock -ins and the Woman of Today Craft Show in the facility. We hosted 24 birthday parties in the party room. A church is renting the newly renovated upstairs suite at the Prairie Center every Sunday for their church services. New Equipment Photos Council Connection - 03/25/19 4vp GN CORP BOX 881 ST. CLOUD MN 56302 (320) 252-9400 200 45th ST S, STE 218 FARGO, NO 58103 (701) 306-2505 ` NOTES - New All Aluminum Monument Sign Straddle and Mount to Existing Brick Base and Pad FILE NAME: ccclslalv CORP/ BOX 881 ST CLOUD MN 56302 (320) 252-9400 200 45th 5T 5, STE 218 FARGO, ND 58103 (701) 306-2505 \ NOTES - New All Aluminum Monument Sign Straddle and Mount to Existing Brick Base and Pad 1/2" Dimensional PVC Sintra Painted Mississippi Bronze Paint FILE NAME: CITY OF mo�ii�eflo PUBLIC WORKS & ENGINEERING ENGINEERING The Engineering Division's primary goal is to ensure that the city's infrastructure is able to meet the needs of the residents and visitors. Here are a few of the key items that have been happening within the Engineering Division: • Working on development review for several on-going development projects. • Soliciting proposals for a needs assessment on updating the SCADA systems for the water and wastewater utilities. • Accepting bids for the landscaping improvements for the newly installed roundabouts on Fallon Avenue and Washington Street. • The public works committee toured several public works facilities and will continue to tour some additional facilities in the upcoming weeks as we work towards a recommendation to council. PARKS The Parks Department's primary goal is to maintain the city's park and pathway facilities which include cemeteries, picnic shelters, playgrounds, sports fields, etc. Here are a few of the key items that have been happening within the Parks Department: • Rehabilitation/construction at the Fred's Auto property — potential move in date in April • Moving equipment out of the former farm site • Repair of small dog area gate at Monti Paws Park • Ellison House tours • Grants for Monti Arts • Historic sign project for East and West Bridge Parks • MN Tree Inspector schooling STREETS The Streets Department's primary goal is to maintain the city's roadway network which includes the storm water infrastructure in a safe and efficient manner. Here are a few of the key items that have been happening within the Streets Department: • Pothole season is upon us, crews have been out in force repairing. • Spring load restrictions went into effect on March 19, crews have been placing signs on restricted streets. All city streets are 5 -ton unless otherwise posted. • With the harsh winter there have been multiple repairs on vehicles and equipment, keeping the shop mechanic extremely busy. • Staff is inspecting vehicles and equipment for the upcoming construction season. • Staff has been busy opening catch basins and culverts in our stormwater system. Council Connection - 03/25/19 Snow Plow Report: • Average temp for February: 10 degrees. Normal average is 20 degrees. • Snow fall totals: 20". Normal average is 9.75". • Plow crews dispatched: A total of 7 events (2" or more is an event). • Truck crews dispatched almost daily for the entire month of February for plowing and sanding. UTILITIES The Utilities Department's primary goals are to provide for safe, reliable, and clean drinking water and to provide safe and efficient collection of wastewater without impacting the environment. Here are a few of the key items that have been happening within the Utilities Department: • Staff is working diligently on updating radio reading units, installing as many as 20 new units/day. • Staff has been working closely with the Street Department in prevention of flooded streets and ditches due to the snow melt, clearing of catch basins and vetting of frozen culverts and storm water piping. • Staff is prepping for spring tower maintenance which will begin in a couple weeks. TRAILBLAZER DENIAL REPORT WRIGHT COUNTY ONLY JANUARY - DECEMBER 2018 ORIGIN REQUESTS DENIED STARTING CITY IN THIS CITY ALBERTVILLE 165 ANNANDALE 104 BUFFALO 1,668 CLEARWATER 16 COKATO 105 �DELANO 199 HANOVER 45 HOWARD LAKE 130 MAPLE LAKE 120 MONTICELLffi= 1,006 MONTROSE 117 OTSEGO MFW 77 ROCKFORD 167 ST. MICHAEL 207 SOUTH HAVEN 3 WAV 50 TOWNSHIPS 376 4,555 IMPORTANT NOTES: 1) This report reflects the number of REQUESTS that were denied as opposed to the NUMBER OF RIDES. 2) A single REQUEST could represent one ride for one person on a specific day, or a REQUEST could represent thousands of rides for a group of people riding round-trip for many years. 3) The number of potential rides that were denied must be determined separately and is much more subjective. TRAILBLAZER RIDERSHIP REPORT WRIGHT COUNTY ONLY JANUARY - DECEMBER 2018 Total Rides FII Billed Rides Only Other Rides ORIGIN ORIGIN ORIGIN RIDES PROVIDED RIDES PROVIDED RIDES PROVIDED STARTING STARTING STARTING CITY IN THIS CITY IN THIS CITY IN THIS CITY 1 ALBERTVILLE 2,110 805 1,305 2 ANNANDALE 970 138 832 3 BUFFALO 68,647 34,688 33,959 4 CLEARWATER 28 0 28 5 COKATO 6,250 49 6,201 6 DELANO 4,960 1,621 3,339 7 HANOVER 366 109 257 81 HOWARD LAKE 911 337 574 9 MAPLE LAKE 781 306 475 101MONTICELLO 18,493 6,183 12,310 11 MONTROSE 2,869 848 2,021 12 OTSEGO _ 782 109 673 13 ROCKFORD 1,496 0 1,496 14 ST. MICHAEL IS_ 3,732 1,839 1,893 15 SOUTH HAVEN 1 0 1 16 WAVERLY 191 0 191 TOWNSHIPS 10,1751 1 5,268 1 4,907