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City Council Agenda Packet 11-25-2019AGENDA REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, November 25, 2019 — 6:30 p.m. Mississippi Room, Monticello Community Center CITY COUNCIL SPECIAL MEETING Academy Room 4:15 p.m. 4:15 p.m. CLOSED MEETING - City Administrator Annual Review 5:15 p.m. Monticello/Wright County Special Response Unit (SRU) Update 6 p.m. Fire Station Project 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 • Special Meeting Minutes from November 12, 2019 • Regular Meeting Minutes from November 12, 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 • Thanksgiving Hours • Indoor Farmers Market F. Council Liaison Updates • EDA • MOAA • 1-94 Coalition • CMRP G. Department Updates • City Administrator Update • Animal Control Update • Comprehensive Plan 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 adopting Resolution 2019-83 accepting donations of $500 from the Riverfest Committee to the Fire Department for general department use, and $10,000 from the Monticello Lions and $25,000 from the Ellison Foundation for the Ellison Park Log Shelter renovation E. Consideration of adopting an official Proclamation Policy F. Consideration of renewing a pawn broker license for 2020 for David Corbin dba Monticello Pawn, Gun and Bargain Center at 1219 South Highway 25 G. Consideration of adopting Resolution 2019-84 calling for the partial redemption of the outstanding General Obligation Refunding Bonds, Series 2011A H. Consideration of approving adjustments to the MCC part-time pay schedule to meet minimum wage requirements I. Consideration of approving required updates to the DOT Drug and Alcohol Testing Policy J. Consideration of approving the purchase of a new 2020 Toro Groundsmaster 5910 from MTI Distributing at the state contract price of $111,845 for the Parks Department through the Central Equipment (Internal Service) Fund K. Consideration of adopting Resolution 2019-85 approving Change Order No. 1, accepting improvements and authorizing final payment of $51,056.99 to Landwehr Construction for the Chelsea Road Utility and Street Improvements and the CSAH 39/Gillard Avenue Turn Lane Improvements, City Projects 17C001 and 16C004 L. Consideration of approving 2019 Operating Transfers 2A. Consideration of items removed from the consent agenda for discussion 3. Public Hearings A. PUBLIC HEARING — Consideration of adopting Resolution 2019-63 approving a funding application in support of UMC, Inc.'s 52,000 square foot expansion proposal through a Minnesota Investment Fund (MIF) application to MN -DEED in the amount of $300,000 (Public hearing continued from November 12, 2019) B. PUBLIC HEARING — Consideration of adopting Resolution 2019-70 establishing Economic Development TIF District #1-41 for UMC, Inc.'s 52,000 square foot expansion project (Public hearing continued from November 12, 2019) 4. Regular Agenda A. Consideration of a request for Comprehensive Plan Amendment from Places to Shop to Places to Live, Development Stage Planned Unit Development, and Preliminary Plat for a proposed multi -story, multi -family, apartment complex (3 buildings) with approximately 165 units. Applicant: Dale Buchholz Construction (Mark Buchholz) 5. Adjournment AGENDA CITY COUNCIL SPECIAL MEETING MONTICELLO CITY COUNCIL Monday, November 25, 2019 — 4:15 p.m. Academy Room, MCC AGENDA 1. Call to Order 2. 4:14 p.m. CLOSED MEETING — City Administrator Annual Review (Closed pursuant to MN Statute 13D.05 Subd 3(a)) 3. 5:15 p.m. Monticello/Wright County Special Response Unit (SRU) Update 4. 6 p.m. Fire Station Project Update 5. Adjournment MINUTES SPECIAL MEETING — MONTICELLO CITY COUNCIL Tuesday, November 12, 2019 — 3:45 p.m. Academy Room City Hall - Monticello Community Center Present: Brian Stumpf, Jim Davidson, Bill Fair, Charlotte Gabler, Lloyd Hilgart Absent: None Others: City staff. Jeff O'Neill, Wayne Oberg, Tracy Ergen, Rachel Leonard, Jim Thares, Ryan Melhouse, Tom Pawelk, Tom Moores, Matt Leonard, Ron Hackenmueller, Angela Schumann, Mat Stang, and Jennifer Schreiber Others present: Andrew Cooper, Oertell Architects, Ltd. 1. Call to Order Mayor Brian Stumpf called the special meeting to order at 5 p.m. 2. 3:45 p.m. Tour of Bertram Chain of Lakes (BCOL) Athletic Complex 3. 5 p.m. BCOL Athletic Complex Project Discussion Tom Pawelk, Parks Superintendent, began the discussion on the progress of the athletic complex. Mr. Pawelk spoke of the importance of finishing the first phase, before expanding into phase 2. Phase I completely built out is approximately $6 million. The city has spent $2.2 million. He commented that the fields that currently exist (55 acres that were seeded) are functioning very well and are in great condition. In his opinion, the city should use the current fields and do a needs assessment in 2023. Matt Leonard, City Engineer, stated that the next item that is in the CIP to be completed are the turn lanes on Briarwood. The city may have to fund the pavement overlay project from the athletic fields to County Road 39. The county is doing an overlay on County Road 39 in 2023. If the city waits until then to do the overlay the cost may be lower. The Council expressed concern over the cost of the project. Mayor Stumpf commented on all of the other existing needs the city has. The question surfaced on obtaining sales tax authority from the legislature. Mayor Stumpf was not in full support due to the fact that the sales tax money can help build out the project but how to fund the maintenance costs is unknown. Councilmember Fair expressed that he feels it is important to build out the park and complete the project and the city should look into the sales tax as an option. Councilmember Hilgart does not support a sales tax as an option and feels we should wait a couple years to see what the needs are. There was a brief discussion about a sales tax referendum and what could be included in the legislation. It was determined that there needs to be a more defined plan with a list of projects. There was consensus to send the BCOL funding discussion and sales tax discussion to the Finance Committee for input on the project list. 4. Adjournment By consensus the meeting was adjourned at 6:09 p.m. City Council Special Meeting Minutes — November 12, 2019 Recorder: Jennifer Schreiber Approved: Attest: City Administrator City Council Special Meeting Minutes — November 12, 2019 REGULAR MEETING — MONTICELLO CITY COUNCIL Tuesday, November 12, 2019 — 6:30 p.m. Mississippi Room, Monticello Community Center Present: Mayor Brian Stumpf, Jim Davidson, Bill Fair and Lloyd Hilgart Absent: Charlotte Gabler 1. General Business A. Call to Order & Pledue of Allegiance Mayor Stumpf called the meeting to order at 6:30 p.m. B. Approval of Auenda Councilmember Fair moved approval of the agenda including: 1) moving item 4B to the Consent Agenda as 2L and recommendation to table; and 2) amending 2K council action recommendation to table. Councilmember Davidson seconded the motion. Motion carried unanimously. C. Approval of Minutes Joint Planning Commissiop/City Council Meeting Minutes from September 6, 2019 Councilmember Hilgart moved approval of the joint meeting of September 6, 2019. Councilmember Davidson seconded the motion. Motion carried unanimously. Joint Planning Commission/CitCouncil Meeting Minutes from October 21, 2019 Councilmember Fair moved approval of the joint meeting of October 21, 2019. Councilmember Davidson seconded the motion. Motion carried unanimously. Special Meeting Minutes from October 28, 2019 Councilmember Davidson moved approval of the special meeting minutes of October 28, 2019. Councilmember Fair seconded the motion. Motion carried unanimously. Regular Meeting Minutes from October 28, 2019 Councilmember Davidson moved approval of the regular meeting minutes of October 28, 2019. Councilmember Fair seconded the motion. Motion carried unanimously. D. Citizen Comments Kirk Kjellberg, Monticello, addressed the City Council in regard to the swans. He is concerned about continuing the feeding of the swans once the current individual is no longer able. Pat Briggs responded to Mr. Kjellberg's concern and offered to donate $5,000 towards feeding the swans. City Council Minutes — November 12, 2019 Page 1 1 5 E. Public Service Announcements Rachel Leonard, Communications & Special Projects Coordinator, noted winter parking regulations. F. Council Liaison Updates • IEDC — There was an update form the Central Mississippi River Regional Planning Partnership. G. Department Updates • City Administrator Update — Jeff O'Neill provided an update on: 1. The city held a meeting with the school district to discuss ideas for programming middle school students on Friday afternoon. They also discussed emergency response training. 2. A plan was adopted for the Great River Regional Trail which makes the trail eligible for legacy funds. The plan will be presented to the Parks and Recreation Commission on December 5. 3. The city is working with a property owner regarding access to their property near 7th Street and Fallon Avenue. 2. Consent Agenda: Councilmember Hilgart moved approval of the Consent Agenda including tabling items 2K and 2L. 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 $689,568.45. B. Consideration of approving new hires/departures. Recommendation: Approved the hires for the MCC, Hi -Way Liquors, and DMV/Hi-Way and terminations for MCC. C. Consideration of approving the sale/disposal of surplus city property. Recommendation: Approved as presented. D. Consideration of approving an application for a temporary charitable gambling permit for a raffle to be conducted by the Monticello Chamber of Commerce for their Annual Banquet on December 6, 2019. Recommendation: Application was approved. E. Consideration of adopting Ordinance 730 granting a 15 -year franchise agreement to Spectrum Mid-America, LLC L/K/A Charter Communications to construct, operate, and maintain a cable system and provide cable service in the City of Monticello, Minnesota and adopting Summary Ordinance 730A for publication. Recommendation: Ordinance 730 and Summary Ordinance 730A for publication were approved. F. Consideration of approving a revised Joint Powers Agreement for the Central Mississippi River Regional Planning Partnership. Recommendation: The revised Joint Powers Agreement for the partnership was approved. City Council Minutes — November 12, 2019 Page 2 1 5 G. Consideration of approving amendment to Riverside Cemetery Rules and Regulations. Recommendation: Approved the amendment as presented. H. Consideration of adopting Ordinance 731 amending City Code Section 32 — Parks and Recreation Commission to change name to Parks, Arts, and Recreation Commission. Recommendation: Adopted Ordinance 731. I. Consideration of adopting Resolution 2019-82 accepting a Feasibility Report and setting a public hearing for December 9, 2019 for the 2020 Street Improvements Project, City Project No. 200001. Recommendation. Adopting Resolution 2019-82 accepting the Feasibility Report and setting public hearing for December 9, 2019. J. Consideration of accepting a proposal and awarding a contract to Majestic Log Homes and Products for refurbishing the log shelter in Ellison Park at a cost of $55,050. Recommendation: Mayor Stumpf recognized Monticello Lions and Ellison family for their donations to the project. The proposal was accepted and contract approved. K. Consideration of authorizing HR Green to provide engineering services at a not to exceed price of $11,500 for the Vactor Sewer Dump Station and High Strength Waste Feasibility Study. Recommendation: Item was tabled. L. Consideration of adopting new compensation program (Keystone Job Leveling System) and establishing order of implementation (moving employees to nearest step on the new pay system and then applying percentage increase) as provided in the budget resolution, to the system effective the first pay period beginning in January 2020. Recommendation Item was tabled. 3. Public Hearings: A. Public Hearing — Consideration of adopting Resolution 2019-63 supporting a Minnesota Investment Fund (MIF) grant application for UMC Inc. to Department of EmDlovment and Economic Development (DEED) Jim Thares, Economic Development Manager, noted that the public hearing was held over from the October 14, 2019. There was no further testimony. Councilmember Fair moved to continue the public hearing over to the November 25, 2019 meeting. Councilmember Hilgart seconded the motion. Motion carried unanimously. B. Public Hearing — Consideration of adopting Resolution 2019-70 establishing Economic DeveloD_ ment TIF District #1-41 from UMC, Inc.'s 40,000 square foot expansion Drolect Jim Thares noted that the public hearing was held over from the October 14, 2019 meeting and that the project was amended to 52,000 square foot expansion project. There was no further testimony. Councilmember Hilgart moved to continue the public hearing over to the November 25, 2019 meeting. Councilmember Davidson seconded the motion. Motion carried unanimously. City Council Minutes — November 12, 2019 Page 3 1 5 4. Regular Agenda: A. Consideration of a request for amendment to the Rivertown Suites Planned Unit Development for site and building amendments. Applicant: Rivertown Residential Suites, LLC. Angela Schumann, Community Development Director, introduced the item and noted that the Planning Commission held a public hearing on November 4. They approved the item on a 3-1 vote. The conditions of approval in Exhibit Z as approved by Planning Commission were altered from staff's comments to recommend compliance with the original materials, design, and fencing to be retained as part of the PUD approval. Ms. Schumann noted the requested changes included amendments to the elevations of the building (height, wing wall design, and materials orientation), landscaping, and sign. Staff recommended the retention of the vertical "wing wall" extensions above the roof line, and installation of a fence line on north and east elevation. Allowance for elimination of the fence would only be recommended with replacement of shrubs to add screening. She added that the requested change in building architecture alters the unique architecture of the building that was approved as part of the PUD in 2018, and should not be approved. Pat Briggs, developer, addressed the City Council. Mr. Briggs presented his requested amendments to the apartment building. These included a proposed retaining wall on the north elevation, stone to be used for retaining wall, changes to materials, removal of wing wall as identified, and using arbor vitae for the fence line. There was significant discussion of proposed materials to be used for the retaining wall. There were two options he requested to be given the option; Option A being Sante Fe style stone and Option B being Belvedere stone in slate gray. Mr. Briggs noted his request for removal of the wing walls above the roof line. The Council requested clarification between previous approved plans and the requested changes. Mr. Briggs explained that he had previously sought staff approval for the proposed materials orientation changes. Ms. Schumann noted that the only change being made to the building, other than height, is removal of the wing wall. She explained that staff had previously reviewed the materials orientation and found that as the amount of stone and materials were similar to the approved, the changes to those items could be made administratively. However, with the proposed change to the wing wall, staff would suggest that if they were to be removed, perhaps enhancement could be made to the east elevation. Mayor Stumpf questioned whether there could be changes to the east elevation to make it look more like the west elevation. Mr. Briggs responded that the east elevation could be broke up with some stair stepping to match the west elevation. Matthew Kent, 215 Locust Street, addressed the City Council. Mr. Kent lives across the street from this project. They are concerned about the sign location and it being so close to the property line. His concern was safety to pedestrians and traffic because of the sign placement. He would like to see it further back on the City Council Minutes — November 12, 2019 Page 4 1 5 property line so that it doesn't obstruct vision. Mr. Briggs reviewed the placement of the sign on the site plan. Ms. Schumann requested that the sign be shifted toward the east as far as possible. Councilmember Hilgart expressed that he did have a concern about the monument sign, but supports its location to the east. Councilmember Fair moved approval of the amendment to the Rivertown Suites Planned Unit Development including the amendments to Exhibit Z. The final Exhibit Z will include the following: • Increase in the building height, provided that exterior masonry wall treatment similar to the proposed stone used elsewhere extends to the ground elevation, with the notation that due to the grade, retaining walls would be installed on the north elevation with rock mulch between building and retaining wall per site plan dated 11-6-19. • Applicant has verified stone and metal board and batten (and steel horizontal lap) would be used per 10-18-19 plan with changes to east elevation as approved by Council. • Remove wing wall per plan dated 10-18-19 in favor of east elevation break up with stone stair step matching west elevation and board and batten siding. • Arbor vitae on north line rather than fence line; no arbor vitae or landscaping or fence line on east line in favor of the railing along sidewalk. Placement of arbor vitae on the north line is subject to drainage and utility lines in the area. • Landscaping on north and east sides as space allows. • Addition of the monument sign as proposed, but shifted in location as far from the right of way as possible. • Specification of the materials and color of the proposed modular block retaining walls to match the color of the masonry on the building. - As proposed on 11-12-19 as either Option A or B • Comments and requirements of the City Engineer, other staff and Planning Commission. Councilmember Davidson seconded the motion. Motion carried unanimously. 5. Adiournment: By consensus, the meeting was adjourned at 8:24 p.m. Recorder: Jennifer Schreiber Approved: Attest: City Administrator City Council Minutes — November 12, 2019 Page 5 1 5 City Council Agenda: 11/25/2019 2A. Consideration of aimrovinLy 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 $1,594,035.28. 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: Debbie.Davidson Printed: 11/20/2019 - 2:14PM Batch: 00201.11.2019 - 201.11.2019 US Bank/CPE Invoice No Description Vendor: 4263 CAYAN 1208894 (14,636) transactions Oct. 2019 1208894 Oct. 2019 (3) cc machine rental November Check Total: Vendor: 3241 LINCOLN FINANCIAL GROUP 11/1/2019 Nov 2019 November Check Total: Vendor: 1593 MN DEPT OF REVENUE - ACH November Oct Sales Tax - General November Oct Sales Tax - General November Oct Sales Tax - MCC November Oct Sales Tax - MCC November Oct Sales Tax - Water November Oct Sales Tax - Water November Oct Waste Tax - General November Oct Waste Tax - General November Oct Sales Tax - Liquor November Oct Sales Tax - Liquor 11/15/2019 Check Total: Vendor: 4732 MONEY MOVERS, INC. 123581 Fitness Rewards - Oct 2019 Amount Payment Date Acct Number Check Sequence: 1 1,024.52 Check Total: Vendor: 1426 CITY OF MONTICELLO UB Sept 2019 5005 - spklr - 822 Hart Blvd. UB Sept 2019 8631 - Animal Shelter UB Sept 2019 5026 - Ellison Park Amount Payment Date Acct Number Check Sequence: 1 1,024.52 11/15/2019 609-49754-443980 89.85 11/15/2019 609-49754-424100 1,114.37 Check Sequence: 2 2,377.03 11/15/2019 101-00000-217066 2,377.03 Check Sequence: 3 60.67 11/15/2019 101-00000-208100 0.33 11/15/2019 101-41310-443990 5,056.02 11/15/2019 226-00000-208100 -0.02 11/15/2019 226-45122-362900 2,547.09 11/15/2019 601-00000-208100 -0.09 11/15/2019 601-00000-362900 95.41 11/15/2019 101-00000-208120 -0.41 11/15/2019 101-00000-362900 48,679.43 11/15/2019 609-00000-208100 -1.43 11/15/2019 609-00000-362900 56,437.00 Check Sequence: 4 42.00 11/15/2019 226-45122-430900 42.00 Check Sequence: 5 108.85 11/15/2019 101-43120-438200 75.71 11/15/2019 101-42700-438200 117.07 11/15/2019 101-45201-438200 Moiiii6effo Y Reference ACH Enabled: True ACH Enabled: True ACH Enabled: True ACH Enabled: True ACH Enabled: True AP -Computer Check Proof List by Vendor (11/20/2019 - 2:14 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference UB Sept 2019 8905 - PW Office 14.78 11/15/2019 101-43127-438200 UB Sept 2019 5002- spklr- 1510 Hart Blvd 28.26 11/15/2019 101-43120-438200 UB Sept 2019 8119 - Fire Station 82.60 11/15/2019 101-42200-438200 UB Sept 2019 7224 - WWTP 1,826.82 11/15/2019 602-49480-438200 UB Sept 2019 8394 - spklr - Riverside Cem. 12.70 11/15/2019 651-49010-438200 UB Sept 2019 7256-004 - 130 Brdwy- Stormwtr 5.50 11/15/2019 213-46301-438200 UB Sept 2019 5004 - spklr - 1390 Hart Blvd 132.08 11/15/2019 101-43120-438200 UB Sept 2019 7441 - spklr - 200 W. Broadway 10.37 11/15/2019 101-43120-438200 UB Sept 2019 14915 - spklr - 4100 1/2 Cedar 7.34 11/15/2019 101-43120-438200 UB Sept 2019 8528 - Monti -NSP Sftbll Fields 61.22 11/15/2019 101-45203-438200 UB Sept 2019 8086 - 4th St. Warming House 14.78 11/15/2019 101-45201-438200 UB Sept 2019 8177 - Library 204.04 11/15/2019 101-45501-438200 UB Sept 2019 8674 - spklr - 207 Chelsea Rd 112.16 11/15/2019 601-49440-438200 UB Sept 2019 8117 - MCC 942.88 11/15/2019 226-45126-438200 UB Sept 2019 8622 - Pioneer Park bathroom 18.50 11/15/2019 101-45201-438200 UB Sept 2019 10128 - Prairie Cntr. Bldg. 22.28 11/15/2019 101-41941-438200 UB Sept 2019 8906 - spklr - PW 6.30 11/15/2019 101-43127-438200 UB Sept 2019 5569 - spklr - Meadow Oak Ave 105.12 11/15/2019 101-45201-438200 UB Sept 2019 8488 - spklr - Hillcrest Park 112.16 11/15/2019 101-45201-438200 UB Sept 2019 15291 - Commuter Lot- Stormwtr 12.50 11/15/2019 101-43120-438200 UB Sept 2019 13953 - spklr - Hwy25/SE Brdwy 5.60 11/15/2019 101-43120-438200 UB Sept 2019 15064 - spklr -Featherstone Pk 56.94 11/15/2019 101-45201-438200 UB Sept 2019 15363 - spklr- Fallon/7th St. 46.67 11/15/2019 101-43120-438200 UB Sept 2019 5248 - spklr - Bridge Park E 97.28 11/15/2019 101-45201-438200 UB Sept 2019 7885 - DMV/Food Shelf 31.25 11/15/2019 217-41990-438200 UB Sept 2019 15292 - Dwntwn Parking-Strmwtr 5.50 11/15/2019 101-43120-438200 UB Sept 2019 5249 - spklr - Bridge Park W 65.57 11/15/2019 101-45201-438200 UB Sept 2019 8533 - spklr Chelsea Rd Lft St 64.52 11/15/2019 602-49490-438200 UB Sept 2019 15362 - spklr-Fallon/Chelsea 47.16 11/15/2019 101-43120-438200 UB Sept 2019 7256-007 - 103 Pine St- EDA 21.78 11/15/2019 213-46301-438200 UB Sept 2019 5003 - spklr - 1460 Hart Blvd 32.79 11/15/2019 101-43120-438200 UB Sept 2019 8621 - spklr- Fenning rnd-a-bt 0.00 11/15/2019 101-43120-438200 UB Sept 2019 8903 - PW Shop/Clerical 230.25 11/15/2019 101-43127-438200 UB Sept 2019 8120 - Bldg. Inspec. Garage 21.78 11/15/2019 101-41940-438200 UB Sept 2019 10063 - spklr - Front St. Park 25.23 11/15/2019 101-45201-438200 UB Sept 2019 7256-008 - 112 River St. W EDA 21.78 11/15/2019 213-46301-438200 UB Sept 2019 10267 - spklr - Comm. Garden 5.60 11/15/2019 226-45127-438200 UB Sept 2019 5250 - Bridge Park W 35.67 11/15/2019 101-45201-438200 UB Sept 2019 8904 - PW Vehicle Storage 10.37 11/15/2019 101-43127-438200 UB Sept 2019 5637 - Meadow Oak Dog Park 5.60 11/15/2019 101-45201-438200 UB Sept 2019 7256-003 - MontiArts 21.78 11/15/2019 101-45204-438200 UB Sept 2019 8114 - Hi -Way Liquors 168.77 11/15/2019 609-49754-438200 UB Sept 2019 14522 - spklr - Hillside Cem. 5.60 11/15/2019 101-45201-438200 AP -Computer Check Proof List by Vendor (11/20/2019 - 2:14 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Check Total: 5,061.51 Vendor: 4470 US BANK - BONDS Check Sequence: 6 1486569 GO Bonds 2013B - WWTP - Interest 28,048.75 11/15/2019 602-49480-461100 1486569 GO Bonds 2013B - WWTP - Principal 185,000.00 11/15/2019 602-00000-231200 Check Total: 213,048.75 Vendor: 2811 US BANK CORPORATE PMT SYSTEM Check Sequence: 7 11/06/2019 Monti Printing - Fall 2019 Newsletter Postage 1,309.52 11/15/2019 101-41310-432200 11/06/2019 Live Laugh Bloom - Flowers for IEDC Breakfas 300.00 11/15/2019 213-46301-443990 11/06/2019 Cintas - Mats - Inv# 4033150696 30.68 11/15/2019 217-41990-431990 11/06/2019 Cintas - Mats - Inv# 4031522410, 4032657011 39.20 11/15/2019 101-45501-431990 11/06/2019 Cintas - Mats - Inv# 4031522520, 4032106504, , 137.03 11/15/2019 226-45126-431990 11/06/2019 Amazon - Easel Stands (6 pk) 114.60 11/15/2019 101-41310-421990 11/06/2019 Amazon - Keyboard Wrist Pad 8.00 11/15/2019 217-41990-421990 11/06/2019 Amazon - Play Set for Childcare Area 24.99 11/15/2019 226-45127-421990 11/06/2019 Amazon - Replacement Bluetooth Receiver for N 15.99 11/15/2019 226-45122-421990 11/06/2019 Amazon - File Folders (6 Boxes) 71.94 11/15/2019 226-45122-421990 11/06/2019 Amazon - White Board Cleaning Cloth, Daily PI 26.98 11/15/2019 101-41310-421990 11/06/2019 Amazon - Dot Adhesive Value Pack, Bluetooth S 390.72 11/15/2019 101-41310-421990 11/06/2019 NBP - Calendar, Rubber Bands, Recycle Bin 28.27 11/15/2019 217-41990-421990 11/06/2019 Dacotah Paper - Gloves for Foodservice 83.94 11/15/2019 226-45125-421990 11/06/2019 Dacotah Paper - Bathroom Supplies 36.13 11/15/2019 101-45501-421990 11/06/2019 Dacotah Paper - Napkins 51.74 11/15/2019 226-45125-421990 11/06/2019 Dacotah Paper - Bathroom & Lockerroom Suppl 1,529.51 11/15/2019 226-45126-421990 11/06/2019 Dacotah Paper - Bathroom Supplies 83.65 11/15/2019 101-41941-421990 11/06/2019 Monti Chamber - Kiosk Rental for Book Sale 15.00 11/15/2019 101-45501-443990 11/06/2019 Verizon - Sept 4 - Oct 3 20.98 11/15/2019 601-49440-432100 11/06/2019 Verizon - Sept 4 - Oct 3 20.98 11/15/2019 602-49490-432100 11/06/2019 NBP - Pens, Sheet Protectors, Forks, Paper 106.64 11/15/2019 101-41310-421990 11/06/2019 Amazon -Tape 5.99 11/15/2019 101-41310-421990 11/06/2019 Wall Street Journal - Monthly Subscription (WO 44.99 11/15/2019 101-41520-443300 11/06/2019 Service Master - Cleaning Services - MCC - Oct 4,193.00 11/15/2019 226-45126-431100 11/06/2019 Service Master - Cleaning Services - City Hall - 718.00 11/15/2019 101-41940-431100 11/06/2019 Service Master - Cleaning Services - Head Endl 606.38 11/15/2019 656-00000-202099 11/06/2019 Service Master - Cleaning Services - Prairie Cen 536.00 11/15/2019 101-41941-431100 11/06/2019 Service Master - Cleaning Services -Library - Oc 1,769.62 11/15/2019 101-45501-431100 11/06/2019 Survey Monkey - Subscription Renewal 10/11/11 384.00 11/15/2019 101-41800-443300 11/06/2019 Franklin Graphics - Banner 75.00 11/15/2019 226-45122-431990 11/06/2019 Ausco - Staff Shirts (35) 238.13 11/15/2019 226-45123-421990 11/06/2019 Ausco - Lead Staff Polo Shirts (8) 118.12 11/15/2019 226-45127-421990 Reference ACH Enabled: True ACH Enabled: True AP -Computer Check Proof List by Vendor (11/20/2019 - 2:14 PM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference 11/06/2019 City of Inver Grove Heights - Lifeguard Instructi 120.00 11/15/2019 226-45122-433100 11/06/2019 Home Depot - Shower Valve 155.12 11/15/2019 226-45126-422990 11/06/2019 Cornerstone Cafe - Manufacturer Appreciation B 1,337.98 11/15/2019 213-46301-434990 11/06/2019 Verizon - Aug 21 - Sept 20 35.01 11/15/2019 101-43115-432100 11/06/2019 Verizon - Aug 21 - Sept 20 61.03 11/15/2019 101-43120-432100 11/06/2019 Verizon - Aug 21 - Sept 20 35.01 11/15/2019 101-45201-432100 11/06/2019 Verizon - Aug 21 - Sept 20 17.50 11/15/2019 601-49440-432100 11/06/2019 Verizon - Aug 21 - Sept 20 17.51 11/15/2019 602-49490-432100 11/06/2019 Verizon - Aug 21 - Sept 20 140.04 11/15/2019 101-42200-432100 11/06/2019 Randys - Monthly Shredding Service (DMV) 28.32 11/15/2019 217-41990-431990 11/06/2019 Randys - Monthly Shredding Service (CH) 28.32 11/15/2019 101-41310-431990 11/06/2019 Amazon - Refund for Laser Pointers Returned -37.99 11/15/2019 101-41310-421990 11/06/2019 NBP - Paper 31.14 11/15/2019 226-45122-421990 11/06/2019 NBP -Paper 34.90 11/15/2019 226-45122-421990 11/06/2019 NBP - Paper, Pens, Markers, 47.10 11/15/2019 217-41990-421990 11/06/2019 NBP - 2020 Calendars for Staff (18) 408.60 11/15/2019 101-41310-421990 11/06/2019 Price Chopper - Bulk Wristbands (31OK) 5,782.55 11/15/2019 226-45122-421990 11/06/2019 Amazon - Varidesk (PK) 495.00 11/15/2019 101-41520-421990 11/06/2019 Domino's Pizza - Food for Fire Dept Meeting 35.77 11/15/2019 101-42200-443990 11/06/2019 Domino's Pizza - Food for City Council Meeting 27.12 11/15/2019 101-41110-443990 11/06/2019 Holiday - Unleaded Fuel 9.881 gals @ $2.519 24.89 11/15/2019 217-41990-421200 11/06/2019 Target - Frames for Certificates (4) 18.00 11/15/2019 217-41990-421990 11/06/2019 Runnings - Acetone, WD40, Hook & Pick Set 19.07 11/15/2019 226-45126-422990 11/06/2019 Walmart - Snacks for Comp Plan Event 49.58 11/15/2019 101-41910-443990 11/06/2019 Home Depot - Christmas Lights 53.88 11/15/2019 226-45126-422990 11/06/2019 Holiday - Unleaded Fuel 10.378 gals @ $2.579 26.76 11/15/2019 217-41990-421200 11/06/2019 Home Depot - Hook Hangers for Lights 5.71 11/15/2019 226-45126-422990 11/06/2019 Home Depot - Filters (3 pk) 9.48 11/15/2019 217-41990-421990 11/06/2019 Home Depot - Filters (3 pk) - Food Shelf 9.48 11/15/2019 217-41990-421990 11/06/2019 Softner Salt (63 bags) 371.70 11/15/2019 226-45126-422990 11/06/2019 Monti Napa - Paint for Slide Stairs 29.08 11/15/2019 226-45126-422990 11/06/2019 Holiday - Unleaded Fuel 10.0127 gals @ $2.579 26.12 11/15/2019 217-41990-421200 11/06/2019 Monti Napa - Coating for Slide Stairs 102.99 11/15/2019 226-45126-422990 11/06/2019 Walmart - Candy for Trick or Treat Event 110.66 11/15/2019 101-41910-443990 11/06/2019 Office Max - glue dots 10.67 11/15/2019 609-49754-421990 11/06/2019 Runnings - 2.5 gal. diesel exhaust fluid; 6 pc. sci 12.78 11/15/2019 101-42200-421990 11/06/2019 General Rental - ZPARKS-RWLKTR - concrete 20.00 11/15/2019 229-45202-453010 11/06/2019 Home Depot - 2x10 10' prime; 2x10 8' prime 27.34 11/15/2019 101-45201-421990 11/06/2019 Home Depot - (12) 2x4 - 96" prime whitewood s 29.04 11/15/2019 101-45201-421990 11/06/2019 Cub- resale (30) limes; (8) lemons 31.62 11/15/2019 609-49750-425500 11/06/2019 Runnings - broom squeegee; (2) anchor 34.77 11/15/2019 101-42200-421990 11/06/2019 Home Depot - 18C003-CONSTR- mailbox post 37.50 11/15/2019 400-43300-452010 11/06/2019 Runnings -(4) 2PK. LED 43.96 11/15/2019 101-45201-421990 AP -Computer Check Proof List by Vendor (11/20/2019 - 2:14 PM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference 11/06/2019 Facebook - Wine Sale ad - partial 50.18 11/15/2019 609-49754-434990 11/06/2019 Runnings - duratex flag; clothesline; (2) bolt sna. 52.96 11/15/2019 101-45201-421990 11/06/2019 Fastenal - plow bolts 52.96 11/15/2019 101-43125-422100 11/06/2019 Home Depot -paint supplies for light panels- mir 54.04 11/15/2019 101-43160-421990 11/06/2019 Fastenal - ZPARKS-RWLKTR - (2) 3'x100' silt 1 59.98 11/15/2019 229-45202-453010 11/06/2019 Home Depot - (12) 1/2" x 10' rebar 89.64 11/15/2019 101-45201-421990 11/06/2019 Runnings - 50' flex hose; nozzle 90.98 11/15/2019 101-43127-421990 11/06/2019 Cintas - mat service inv. #4032657077; 4033151 102.58 11/15/2019 609-49754-431990 11/06/2019 Titan Machine - #117 - tensioner, belt 111.00 11/15/2019 101-43120-422100 11/06/2019 Auto Value -battery; u joint; (2) 6 pt. sockets; etc 111.07 11/15/2019 101-45201-422990 11/06/2019 Monti Auto Service - Utility 1 - rotate all tires 135.36 11/15/2019 101-42200-440500 11/06/2019 Kingspor - bonded abrasives 230.35 11/15/2019 101-43127-421990 11/06/2019 Spectrum Supply - (2) cs. can liner; cs. calcium c 232.77 11/15/2019 101-45201-421990 11/06/2019 Zee Medical - eye wash; hydor. crm; antibiotic o 40.70 11/15/2019 601-49440-421990 11/06/2019 Zee Medical - clean/safe box; asst. bandages- Pa 34.45 11/15/2019 101-45201-421990 11/06/2019 Zee Medical - (2) clean/safe box; gloves; asst. bo 164.15 11/15/2019 101-43127-421990 11/06/2019 Runnings - grease gun; (3) bx. nitrile gloves; 6pc 243.24 11/15/2019 101-43127-421990 11/06/2019 Dyna - (10) fuse case;(50) nut lock kling tite; et( 248.70 11/15/2019 101-43127-421990 11/06/2019 Dyna - asst. cryobits; (10) fuse; (50) cbl. ties; etc 257.53 11/15/2019 101-43127-421990 11/06/2019 Home Depot - (2) 100' poly sheeting; (5) batt. in 266.21 11/15/2019 101-45201-421990 11/06/2019 CWP - #110- psi hydraulic hose; (11) asst. fitting 287.49 11/15/2019 101-43125-422100 11/06/2019 Arctic Glacier - resale # 1957929705; #1957930, 287.86 11/15/2019 609-49750-425500 11/06/2019 Elsenpeter- (2) spring toys - duck & pelican 317.81 11/15/2019 101-45201-421990 11/06/2019 MNFCA - MBFTE- Fire Chief Conf- D.K. 325.00 11/15/2019 101-42200-433100 11/06/2019 U of M CCE- 2019 APWA Conf. & Wkshop 11/: 325.00 11/15/2019 101-43120-433100 11/06/2019 Midwest Landscapes - (12) asst. plants 349.25 11/15/2019 101-43120-421990 11/06/2019 NBP - (4) therm. paper; pap. towels; (2) notepad 438.22 11/15/2019 609-49754-421990 11/06/2019 Arctic Glacier - resale # 1957927607; 928304; 9: 511.46 11/15/2019 609-49750-425500 11/06/2019 Westside Tire- #302 (2) front tires 540.04 11/15/2019 601-49440-421990 11/06/2019 Westside Tire- #404 (4) tires 580.84 11/15/2019 602-49490-421990 11/06/2019 Eagle Engraving - large axe memorial plaque- Vi 580.00 11/15/2019 101-42200-443990 11/06/2019 Amerpride - Sept. 2019 uniforms - Parks 127.78 11/15/2019 101-45201-441700 11/06/2019 Amerpride - Sept. 2019 uniforms - Sewer 95.12 11/15/2019 602-49490-441700 11/06/2019 Amerpride - Sept. 2019 uniforms - Water 95.12 11/15/2019 601-49440-441700 11/06/2019 Amerpride - Sept. 2019 uniforms - Streets 178.19 11/15/2019 101-43120-441700 11/06/2019 Amerpride - Sept. 2019 Shop towels. 237.89 11/15/2019 101-43127-421990 11/06/2019 John's Welding - Cargil Donation- Pinewood Me 980.00 11/15/2019 101-45201-421990 11/06/2019 Royal Tire #109 (4) Tires 1,949.08 11/15/2019 101-43120-421990 11/06/2019 Big Lake Lumber- BCOL shop- (4) slider; (2) bas 932.70 11/15/2019 101-45201-422990 11/06/2019 Big Lake Lumber- BCOL shop-galv. steel and m 114.37 11/15/2019 101-45201-422990 11/06/2019 Big Lake Lumber- ZPARKS-RWLKTR - (30) re 234.90 11/15/2019 229-45202-453010 11/06/2019 Big Lake Lumber- classic brm. white DB; (10) J 893.40 11/15/2019 101-45201-422990 11/06/2019 WHCH - 16C001-PHASEl- service drops 14,122.25 11/15/2019 229-45202-453011 AP -Computer Check Proof List by Vendor (11/20/2019 - 2:14 PM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference 11/06/2019 WHCH - Sunset Ponds 9/1-10/1/2019 127.80 11/15/2019 602-49490-438100 11/06/2019 WHCH - 1645 & 1675 CR39 52.29 11/15/2019 602-49490-438100 11/06/2019 WHCH - DMV 19.95 11/15/2019 217-41990-431900 11/06/2019 "CH - DMV -equip/parts service 224.95 11/15/2019 217-41990-431900 11/06/2019 WHCH - 2171 W. River St- Parks 36.45 11/15/2019 101-45201-431900 11/06/2019 WHCH - 5980 Jason Ave NE - Water 19.95 11/15/2019 601-49440-431900 11/06/2019 WHCH - MCC 27.95 11/15/2019 226-45126-431900 11/06/2019 WHCH - 207 Chelsea Rd - Water 32.95 11/15/2019 601-49440-431900 11/06/2019 WHCH - 209 Cedar - Water 29.95 11/15/2019 601-49440-431900 11/06/2019 WHCH - 132. E. Broadway - Water 29.95 11/15/2019 601-49440-431900 11/06/2019 WHCH - 107 river St. W - Parks 19.95 11/15/2019 101-45201-431900 11/06/2019 "CH - Hi -Way Liquors - Nov. 2019 21.42 11/15/2019 609-49754-431900 11/06/2019 WHCH - MCC - Nov. 2019 19.95 11/15/2019 226-45126-431900 11/06/2019 WHCH - 200 Dundas Rd- Nov. 2019 29.95 11/15/2019 601-49440-431900 11/06/2019 WHCH - 909 Golf Course Rd - Nov. 2019 19.95 11/15/2019 101-43110-431900 11/06/2019 WHCH - General Street Lighting 2,277.54 11/15/2019 101-43160-438100 11/06/2019 Canal Park Annex - parking MNSFC Conf 5.00 11/15/2019 101-42200-433100 11/06/2019 DEC - (2) days parking MNSFC conf. 10.00 11/15/2019 101-42200-433100 11/06/2019 DEC - (2) days parking MNSFC conf. 10.00 11/15/2019 101-42200-433100 11/06/2019 Perkins - meal MNSFC conf. - MM 10.63 11/15/2019 101-42200-433100 11/06/2019 HK Grand Buffet - MNSFC conf. lunch - DK 11.75 11/15/2019 101-42200-433100 11/06/2019 Amazon -(18) bx. tissues; 12pk pens; 3pk air fre: 43.87 11/15/2019 101-43110-421990 11/06/2019 Amazon - (2) coffee; 12pkbatteries; lockbox sa 75.98 11/15/2019 101-43110-421990 11/06/2019 Auto Value - RV blade to 4 flat- Parks 11.99 11/15/2019 101-45201-421990 11/06/2019 Tirsty Pagen- meal MNSFC conf - DK 25.02 11/15/2019 101-42200-433100 11/06/2019 Home Depot - (5) gal antifreeze 27.40 11/15/2019 101-45201-421990 11/06/2019 Black Bear - (3) meals MNSFC conf. 32.03 11/15/2019 101-42200-433100 11/06/2019 Perkins - (3) meal MNSFC conf. - MM 35.74 11/15/2019 101-42200-433100 11/06/2019 Doc's Sports Bar - (3) meal MNSFC conf. - MM 40.75 11/15/2019 101-42200-433100 11/06/2019 Dennis Service - hood lift support; reseal tires; rf 61.47 11/15/2019 101-45201-440440 11/06/2019 Home Depot - 2 hdl. bar faucet; (2) water conn - 66.74 11/15/2019 101-42700-421990 11/06/2019 Home Depot - trans strip; (2) Stanley tape measu 71.00 11/15/2019 101-42200-422990 11/06/2019 Home Depot - (24) 601b. concrete mix- 76.80 11/15/2019 101-45201-421990 11/06/2019 DISH- 11/2-12/1 Service 76.99 11/15/2019 609-49754-432500 11/06/2019 Home Depot - ZPARKS-RWLKTR- (6) 14' stud; 88.12 11/15/2019 229-45202-453010 11/06/2019 Little Angies- (3) meal MNSFC conf. - MM 116.28 11/15/2019 101-42200-433100 11/06/2019 Runnings - (3) extension cords 129.97 11/15/2019 101-45201-421990 11/06/2019 Home Depot -(10) 4x8; (6) 14' stud; (12) 96" 161.26 11/15/2019 101-45201-421990 11/06/2019 Dyna - (400) cbl. ties; (50) butt connectors 134.23 11/15/2019 101-43127-421990 11/06/2019 PayPal- Lithonia Lighting- (3) W. Bridge Light 1 90.20 11/15/2019 101-45201-421990 11/06/2019 H & L Mesabi - (13 inserted blade; (4) plow blac 8,581.25 11/15/2019 101-43125-421990 11/06/2019 Monti Napa - (2) hose clamp 1.28 11/15/2019 602-49490-421990 11/06/2019 Fastenal - (4) sqst cp 5/8-11 x 2 2.87 11/15/2019 101-43125-422100 AP -Computer Check Proof List by Vendor (11/20/2019 - 2:14 PM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference 11/06/2019 USPS - postage for flouride sample to state 4.39 11/15/2019 601-49440-432200 11/06/2019 Home Depot - fuzeit all surface 9 oz. 6.97 11/15/2019 602-49490-421990 11/06/2019 Auto Value - oil filter 7.06 11/15/2019 101-45201-422990 11/06/2019 Home Depot - Scotchblue; 180' masking paper 11.13 11/15/2019 101-43120-421510 11/06/2019 Shell - (4.787) gal. regular gas @ $2.509 12.01 11/15/2019 101-43120-421200 11/06/2019 Batteries & Bulbs - Duracell 6V battery for auto 12.90 11/15/2019 602-49490-421990 11/06/2019 Runnings - (7) bulk bin products 13.93 11/15/2019 101-43127-421990 11/06/2019 DSG - (2) Bradley cup strainer; (2) drain spacer 17.24 11/15/2019 101-43130-421990 11/06/2019 Runnings - (6) 50 gal blend ry antifreeze; (2) du( 23.02 11/15/2019 101-45201-421990 11/06/2019 Fastenal - (12) sqst cp 5/8-11 x 2; (75) cotter pin 25.55 11/15/2019 101-43125-422100 11/06/2019 Runnings - (2) 5pc. pin punch set 26.58 11/15/2019 101-43120-421990 11/06/2019 Home Depot - (7) foam roller; (2) basic brush 26.60 11/15/2019 101-43120-421510 11/06/2019 Runnings -post puller 34.95 11/15/2019 101-45201-421990 11/06/2019 Cub- resale (3 5) limes; (10) lemons 44.55 11/15/2019 609-49750-425500 11/06/2019 Nighthawk - Nov. 2019 security monitor/cellulae 49.95 11/15/2019 101-42200-431900 11/06/2019 Fastenal - (200) cotter pins for plows 60.64 11/15/2019 101-43125-422100 11/06/2019 Marries - mouse magic; fresh cab; (3) straw 63.48 11/15/2019 101-45201-421990 11/06/2019 Allied Flag - 18C003-CONSTR - 6'10 US Flag f 65.06 11/15/2019 400-43300-452010 11/06/2019 Runnings -fuel hose; ratchet strap 65.98 11/15/2019 101-43127-422990 11/06/2019 Post -a -Bid - 3000 gal. poly tank 71.50 11/15/2019 101-43125-421990 11/06/2019 Home Depot - 18C003-CONSTR - mailbox and 71.89 11/15/2019 400-43300-452010 11/06/2019 AT & T - Sept. 2019 FirstNet (2) mobile unl. air( 76.46 11/15/2019 101-42200-432100 11/06/2019 Sherwin- Williams - (1) gal. Mississippi Bronze 77.29 11/15/2019 101-43120-421510 11/06/2019 Mills Fleet- 18C003-CONSTR - safe for new sta 94.99 11/15/2019 400-43300-452010 11/06/2019 Grainger - DC Power Supply for 4s conrols 97.15 11/15/2019 602-49490-422990 11/06/2019 Cintas - mat service inv. #4031522499; 4032106 152.39 11/15/2019 609-49754-431990 11/06/2019 Monti Napa - (7) oil fltr; (4) oil fltr; (2) air fltr; c 158.56 11/15/2019 101-43127-422120 11/06/2019 Walmart - shark vacuum; (2) pk AA battry; (6) s� 188.46 11/15/2019 609-49754-421990 11/06/2019 FS Solutions - Alcohol/Drug test - Streets 195.90 11/15/2019 101-43127-431990 11/06/2019 Fastenal - (100) cable ties 23.26 11/15/2019 101-43125-421990 11/06/2019 Fastenal -cutting plier; (100) cable ties 47.52 11/15/2019 101-43125-421990 11/06/2019 Wine Spectator - renewal subscription 59.95 11/15/2019 609-49754-443300 11/06/2019 Eagle Engraving -engraved Firefighter statue- Bl 126.95 11/15/2019 101-42200-443990 11/06/2019 John Ellsworth Co. - 100' hose for flushing diffu 379.22 11/15/2019 601-49440-421990 11/06/2019 MN Polution Cntl. Agency - training JM 390.00 11/15/2019 602-49490-433100 11/06/2019 Border States - sawzall kit - Fire 419.00 11/15/2019 101-42200-421990 11/06/2019 Power Solutions - #218 - fuel filter 572.81 11/15/2019 101-45201-422990 11/06/2019 Amazon - Ellison Donation- uniform project (3) 51.27 11/15/2019 101-42200-421990 11/06/2019 Amazon - New Chairs fo Council (8) 1,207.92 11/15/2019 101-41110-443990 11/06/2019 Mpls/St Paul Business Journal - Annual Subscril 105.00 11/15/2019 101-41310-443300 11/06/2019 NBP -Paper 209.40 11/15/2019 101-41310-421990 11/06/2019 NBP - Pens, Tape, Folders 70.47 11/15/2019 101-41310-421990 11/06/2019 U of M CCE- APWA Fall Conference (ML) 255.00 11/15/2019 101-43110-433100 AP -Computer Check Proof List by Vendor (11/20/2019 - 2:14 PM) Page 7 Invoice No Description Amount Payment Date Acct Number Reference 11/06/2019 U of M CCE- CEAM Membership & Annual Mf 400.00 11/15/2019 101-43110-433100 11/06/2019 Amazon - Tab Dividers (5 sets) 39.75 11/15/2019 101-41310-421990 11/06/2019 Beef O Bradys - Planner Meal (JO) 18.62 11/15/2019 101-41310-443990 11/06/2019 Chow Mixed Grill - Lunch (JO, AS, LH) 55.86 11/15/2019 101-41310-443990 11/06/2019 Ninety Four Services - Van for Tour 133.95 11/15/2019 213-46301-443990 11/06/2019 NBP -Paper, Calculator 119.89 11/15/2019 217-41990-421990 11/06/2019 Monti Chamber - November Lunch (RL) 15.00 11/15/2019 101-41310-443990 11/06/2019 Amazon - AAA Batteries 19.96 11/15/2019 226-45122-421990 11/06/2019 Amazon - Permanent Markers (8pk) 6.98 11/15/2019 101-41310-421990 11/06/2019 Minncor - Title Paper, Titles 140.00 11/15/2019 217-41990-421990 11/06/2019 Holiday - Unleaded Fuel 10.452 gals @ $2.479 25.91 11/15/2019 217-41990-421200 11/06/2019 Home Depot - Sponge for Play Structure 10.48 11/15/2019 226-45126-422990 11/06/2019 Home Depot - Christmas Lights Timer 21.96 11/15/2019 226-45126-421990 11/06/2019 Amazon - Monthly Planner, Calculator Ribbon,1 39.35 11/15/2019 217-41990-421990 11/06/2019 NBP - Binders (3), Pens 71.64 11/15/2019 101-41310-421990 11/06/2019 Amazon - Extra Heavy Reistance Bands 36.95 11/15/2019 226-45127-421720 11/06/2019 Von Hanson Snacks - Pretzels (3 1) 51.46 11/15/2019 226-45125-425410 11/06/2019 Amazon - Asus Chromebook Computer 209.00 11/15/2019 101-41910-443990 11/06/2019 Government Social Media - 2019/2020 Member: 185.00 11/15/2019 101-41310-443300 11/06/2019 Chatters - ZZZNEP - Qtrly Lunch Meeting 40.00 11/15/2019 101-42500-433100 11/06/2019 Holiday - Unleaded Fuel 10.983 gals @ $2.489 27.34 11/15/2019 217-41990-421200 11/06/2019 Target - Food for Planning Comm/City Council 1 35.98 11/15/2019 101-41110-443990 11/06/2019 Domino's Pizza - Food for City Council Meeting 53.82 11/15/2019 101-41110-443990 11/06/2019 Amazon - Label Tape 15.48 11/15/2019 226-45122-421990 11/06/2019 Amazon - Dry Erase Markers and Eraser 16.42 11/15/2019 226-45122-421990 11/06/2019 Amazon - Dry Erase Board Cleaner 6.92 11/15/2019 226-45122-421990 11/06/2019 Facebook - Indoor Farmers Market Advertising 6.69 11/15/2019 226-45127-431992 11/06/2019 Home Depot - Fumance Filters for Garage (3 pk: 9.48 11/15/2019 101-42400-421990 11/06/2019 Holiday - Unleaded Fuel 10.957 gals @ $2.489 27.27 11/15/2019 217-41990-421200 11/06/2019 Advanced Disposal - Sept 2019 37,755.02 11/15/2019 101-43230-438400 11/06/2019 Advanced Disposal - Sept 2019 - Recycling 13,520.78 11/15/2019 101-43230-438400 11/06/2019 Advanced Disposal - Sept 2019 - GFEE 3,002.20 11/15/2019 101-43230-438400 11/06/2019 Advanced Disposal - Sept 2019 160.80 11/15/2019 101-43127-438400 11/06/2019 Advanced Disposal - Sept 2019 47.74 11/15/2019 101-45201-438400 11/06/2019 Advanced Disposal - Sept 2019 23.87 11/15/2019 101-45201-438400 11/06/2019 Advanced Disposal - Sept 2019 113.38 11/15/2019 602-49480-438400 11/06/2019 Advanced Disposal - Sept 2019 208.87 11/15/2019 226-45126-438400 11/06/2019 Advanced Disposal - Sept 2019 23.87 11/15/2019 609-49754-438400 11/06/2019 Advanced Disposal - Sept 2019 23.87 11/15/2019 101-45201-438400 11/06/2019 Advanced Disposal - Sept 2019 11.93 11/15/2019 101-45501-431990 Check Total: 125,570.86 AP -Computer Check Proof List by Vendor (11/20/2019 - 2:14 PM) Page 8 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 2438 VANCO SERVICES LLC Check Sequence: 8 ACH Enabled: True 00010155396 Vanco - Gateway Exchange - Oct 2019 (1/2) 54.55 11/15/2019 601-49440-443980 00010155396 Vanco - Gateway Exchange - Oct 2019 (1/2) 54.55 11/15/2019 602-49490-443980 Check Total: 109.10 Vendor: 2405 WELLS FARGO - Monthly Charges/Returns Check Sequence: 9 ACH Enabled: True Nov 2019 Liq Store CC Fees (WF -0990) 6,659.09 11/15/2019 609-49754-443980 Nov 2019 WF account interest earnings -156.69 11/15/2019 101-00000-362110 Nov 2019 UB CC Fees (AmEx -8910) 83.44 11/15/2019 601-49440-443980 Nov 2019 CH CC Fees (WF -0999) 302.56 11/15/2019 101-41520-443980 Nov 2019 MCC CC Fees (iAccess FM -1476) 106.85 11/15/2019 226-45127-431992 Nov 2019 UB CC Fees (AmEx -8910) 83.43 11/15/2019 602-49490-443980 Nov 2019 WF account bank charges 1,246.16 11/15/2019 101-41520-443980 Nov 2019 UB CC Fees (Bluefin) 1,355.66 11/15/2019 602-49490-443980 Nov 2019 UB CC Fees (Bluefin) 1,355.66 11/15/2019 601-49440-443980 Nov 2019 MCC CC Fees (Daxco- 2887) 1,447.12 11/15/2019 226-45122-443980 Check Total: 12,483.28 Total for Check Run: 416,243.90 Total of Number of Checks: 9 The preceding list of bills payable was reviewed and approved for payment. Date: 11/26/19 Approved by Mayor Brian Stumpf AP -Computer Check Proof List by Vendor (11/20/2019 - 2:14 PM) Page 9 Accounts Payable Computer Check Proof List by Vendor User: Debbie.Davidson Printed: 11/20/2019 - 2:02PM Batch: 00203.11.2019 - 203.11.2019 AP Invoice No Description Vendor: 2925 1 ST LINE/LEEWES VENTURES LLC 135029 ACH Flavored Syrups for Concession (4) False 558.00 Check Total: Vendor: 1023 AMERICAN PLANNING ASSOCIATION 186028-19106 2020 Membership - APA & AICP Category G M 558.00 Check Total: Vendor: 1977 ANCOM COMMUNICATIONS INC 91649 (4) batteries 91653 Check Sequence: 3 (4) batteries - NiMH FM 91783 False (2) Minitor V Battery 11/26/2019 Check Total: Vendor: 1030 ANCOM TECHNICAL CENTER INC 91871 18C003-CONSTR-Parts- install new 800Mhz an 101-42200-422990 Check Total: Vendor: 1036 APEC AQUISITIONS INC 123376 101-42200-422990 Filters - 20 x 71 Masterlink Blue (2) Check Total: Vendor: 1039 AQUA LOGIC INC 49477 Repair Leak on Pool Heater Check Total: Vendor: 3491 ARTISAN BEER COMPANY 3385901 2,132.24 resale - beer Amount Payment Date Acct Number Check Sequence: 1 404.75 11/26/2019 226-45125-425410 404.75 Moiiii6effo Y Reference ACH Enabled: False AP -Computer Check Proof List by Vendor (11/20/2019 - 2:02 PM) Page 1 Check Sequence: 2 ACH Enabled: False 558.00 11/26/2019 101-41910-443300 558.00 Check Sequence: 3 ACH Enabled: False 369.50 11/26/2019 101-43127-422990 211.10 11/26/2019 101-42200-422990 56.50 11/26/2019 101-42200-422990 637.10 Check Sequence: 4 ACH Enabled: False 2,132.24 11/26/2019 400-43300-452010 2,132.24 Check Sequence: 5 ACH Enabled: True 50.45 11/26/2019 226-45126-422990 50.45 Check Sequence: 6 ACH Enabled: True 361.85 11/26/2019 226-45126-440100 361.85 Check Sequence: 7 ACH Enabled: False 734.00 11/26/2019 609-49750-425200 AP -Computer Check Proof List by Vendor (11/20/2019 - 2:02 PM) Page 1 Invoice No Description Amount Payment Date Acct Number 734.00 Check Total: Vendor: 4502 ARVIG 11/8/2019 IT Services - Nov 2019 297678 Oct. 2019 buried drops 297678 Oct. 2019 FNM expenses 11/26/2019 Check Total: Vendor: 4046 AST SPORTS INC 3716 (5)shirts 3716 utx - embroidery (5) shirts Check Total: Vendor: 4128 BANNERS.COM 81119-275 Banner for Comp Plan 50.00 Check Total: Vendor: 1065 BELLBOY CORPORATION 100398300 resale - olives 100398300 freight 100434000 freight 100434000 asst. bags 100434000 resale - condiments 81388200 resale - wine 81388200 resale - liquor 81388200 freight 81390100 freight 81390100 resale - liquor 81443700 resale - credit liquor inv. # 80873500 & # 80661 81503800 resale - liquor 81503800 resale - wine 81503800 freight 609-49750-425500 Check Total: Vendor: 1067 BERNICK'S 139716 resael - soda pop 142588 resael- pop, Gatorade, juice, milk, 142589 resael - soda pop 142590 resael-beer Amount Payment Date Acct Number 734.00 Check Sequence: 8 73.00 11/26/2019 702-00000-431990 4,390.00 11/26/2019 656-49877-440100 4,378.15 11/26/2019 656-49877-422990 8,841.15 Check Sequence: 9 165.90 11/26/2019 609-49754-421990 50.00 11/26/2019 609-49754-421990 215.90 Check Sequence: 10 69.00 11/26/2019 101-41910-443990 69.00 Check Sequence: 11 21.50 11/26/2019 609-49750-425500 0.09 11/26/2019 609-49750-433300 1.15 11/26/2019 609-49750-433300 179.25 11/26/2019 609-49754-421990 72.60 11/26/2019 609-49750-425500 787.33 11/26/2019 609-49750-425300 333.36 11/26/2019 609-49750-425100 14.40 11/26/2019 609-49750-433300 3.60 11/26/2019 609-49750-433300 188.00 11/26/2019 609-49750-425100 -21.58 11/26/2019 609-49750-425100 1,074.96 11/26/2019 609-49750-425100 462.00 11/26/2019 609-49750-425300 32.85 11/26/2019 609-49750-433300 3,149.51 Check Sequence: 12 233.90 11/26/2019 609-49750-425400 517.05 11/26/2019 226-45125-425410 59.50 11/26/2019 609-49750-425400 2,888.10 11/26/2019 609-49750-425200 Reference ACH Enabled: True ACH Enabled: True ACH Enabled: False ACH Enabled: True ACH Enabled: False AP -Computer Check Proof List by Vendor (11/20/2019 - 2:02 PM) Page 2 Invoice No Description Amount Payment Date Acct Number 3,698.55 2,495.70 2,495.70 4,991.40 873.75 873.76 1,747.51 2,527.02 1,128.00 70.95 64.35 82.95 2,875.41 920.70 22.00 50.88 7,742.26 400.00 400.00 1,905.80 464.00 31.00 48.00 39.00 1,011.00 88.00 3,586.80 Check Sequence: 13 11/26/2019 601-49440-430300 11/26/2019 602-49490-430300 Check Sequence: 14 11/26/2019 601-49440-432200 11/26/2019 602-49490-432200 Check Sequence: 15 11/26/2019 609-49750-425100 11/26/2019 609-49750-425300 11/26/2019 609-49750-425400 11/26/2019 609-49750-433300 11/26/2019 609-49750-425200 11/26/2019 609-49750-425100 11/26/2019 609-49750-425300 11/26/2019 609-49750-425400 11/26/2019 609-49750-433300 Check Sequence: 16 11/26/2019 226-45126-431990 Check Sequence: 17 11/26/2019 101-41610-430400 11/26/2019 101-41910-430400 11/26/2019 101-42400-430400 11/26/2019 101-43111-430400 11/26/2019 101-42400-430400 11/26/2019 400-43300-459018 11/26/2019 101-41610-430400 Reference ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: True ACH Enabled: True AP -Computer Check Proof List by Vendor (11/20/2019 - 2:02 PM) Page 3 Check Total: Vendor: 1074 BOLTON AND MENK INC 0240648 19C003 PRELIM - Monticello/SCADA System 0240648 19C003 PRELIM - Monticello/SCADA System Check Total: Vendor: 1080 BRAEMAR MAILING SERVICE INC 60368 UB Nov 2019 Invoices (3699) Print, Fold, Stuff 60368 UB Nov 2019 Invoices (3699) Print, Fold, Stuff Check Total: Vendor: 4328 BREAKTHRU BEVERAGE MN WINE & SPIF 1081054828 resale - liquor 1081054828 resale - wine 1081054828 resale - mix 1081054828 freight 1081054829 resale- beer 1081058407 resale- liquor 1081058407 resale- wine 1081058407 resale- mix 1081058407 freight Check Total: Vendor: 2890 BROTHERS FIRE PROTECTION CO 31876 2019 Annual Alarm Inspection - MCC Check Total: Vendor: 1091 CAMPBELL KNUTSON PA 2348-000OG 207 General Admin -Oct 2019 2348-000OG 207 Planning & Zoning Admin - Oct 2019 2348-000OG 207 Building Legal - Oct 2019 2348-000OG 207 General Engineering Admin - Oct 2019 2348-OOOIG 123 Code Enforcement Services - October 2019 2348-0155G 12 16C006 - Bluffs in Monticello Assessment Appe 2348-0158G 5 Jameson Quiet Title Action - October 2019 Check Total: Amount Payment Date Acct Number 3,698.55 2,495.70 2,495.70 4,991.40 873.75 873.76 1,747.51 2,527.02 1,128.00 70.95 64.35 82.95 2,875.41 920.70 22.00 50.88 7,742.26 400.00 400.00 1,905.80 464.00 31.00 48.00 39.00 1,011.00 88.00 3,586.80 Check Sequence: 13 11/26/2019 601-49440-430300 11/26/2019 602-49490-430300 Check Sequence: 14 11/26/2019 601-49440-432200 11/26/2019 602-49490-432200 Check Sequence: 15 11/26/2019 609-49750-425100 11/26/2019 609-49750-425300 11/26/2019 609-49750-425400 11/26/2019 609-49750-433300 11/26/2019 609-49750-425200 11/26/2019 609-49750-425100 11/26/2019 609-49750-425300 11/26/2019 609-49750-425400 11/26/2019 609-49750-433300 Check Sequence: 16 11/26/2019 226-45126-431990 Check Sequence: 17 11/26/2019 101-41610-430400 11/26/2019 101-41910-430400 11/26/2019 101-42400-430400 11/26/2019 101-43111-430400 11/26/2019 101-42400-430400 11/26/2019 400-43300-459018 11/26/2019 101-41610-430400 Reference ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: True ACH Enabled: True AP -Computer Check Proof List by Vendor (11/20/2019 - 2:02 PM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 4646 CAPITOL BEVERAGE SALES L.P. Check Sequence: 18 ACH Enabled: True 2344972 resale - (12) beer steins 162.00 11/26/2019 609-49750-425400 643-00584 resale - beer credit -60.85 11/26/2019 609-49750-425200 643-00591 resale - beer credit -204.90 11/26/2019 609-49750-425200 6772714 resale - beer 16,945.20 11/26/2019 609-49750-425200 6772714 resale - beer n/a 226.01 11/26/2019 609-49750-425400 6772735 resale - beer 13,753.65 11/26/2019 609-49750-425200 6772735 resale - beer n/a 89.20 11/26/2019 609-49750-425400 6772755 resale - beer n/a 120.80 11/26/2019 609-49750-425400 6772755 resale - beer 9,852.59 11/26/2019 609-49750-425200 Check Total: 40,883.70 Vendor: 4685 CENTRAL LAKES COLLEGE Check Sequence: 19 ACH Enabled: False 494407 MBFTE $350 Fire Instructorl; Fire Officerl - Ti 700.00 11/26/2019 101-42200-433100 494410 MBFTE $350 Fire Instructorl; Fire Officerl Tn 700.00 11/26/2019 101-42200-433100 Check Total: 1,400.00 Vendor: 4861 CORE & MAIN LP Check Sequence: 20 ACH Enabled: False L494403 repair parts emergency watermain break on 11/61 1,307.21 11/26/2019 601-49440-422990 Check Total: 1,307.21 Vendor: 1129 DAHLHEIMER BEVERAGE LLC Check Sequence: 21 ACH Enabled: True 112-01689 resale - beer 19,271.35 11/26/2019 609-49750-425200 112-01689 resale - beer n/a 67.30 11/26/2019 609-49750-425400 112-01738 resale - beer 4,129.00 11/26/2019 609-49750-425200 112-01738 resale - beer n/a 55.20 11/26/2019 609-49750-425400 112-01784 resale - beer n/a 76.85 11/26/2019 609-49750-425400 112-01784 resale - beer 21,331.00 11/26/2019 609-49750-425200 112-01787 resale - beer 5,481.65 11/26/2019 609-49750-425200 1142628 resale - beer credit -86.38 11/26/2019 609-49750-425200 1146647 resale - beer 273.00 11/26/2019 609-49750-425200 1146653 resale - beer credit -183.20 11/26/2019 609-49750-425200 Check Total: 50,415.77 Vendor: 5105 DELL MARKETING LP Check Sequence: 22 ACH Enabled: False 10352528905 18C003-CONSTR - 1500VA battery backup & a 241.98 11/26/2019 400-43300-452010 10353137982 ZZZNEP-IMPLEM -REP Grant- Emerg. Prep- L 1,066.55 11/26/2019 101-42500-424100 Check Total: 1,308.53 AP -Computer Check Proof List by Vendor (11/20/2019 - 2:02 PM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 2050 DEMVI LLC Check Sequence: 23 ACH Enabled: False 11/11/2019 Dec - Parking Lot Easement Maint Agreement 121.60 11/26/2019 213-46301-443990 Check Total: 121.60 Vendor: 5201 DICK FAMILY, INC. Check Sequence: 24 ACH Enabled: True 961003102 resale- beer 1,481.20 11/26/2019 609-49750-425200 Check Total: 1,481.20 Vendor: 5340 DISGRUNTLED BREWING DISGRUNTLED Check Sequence: 25 ACH Enabled: False 246 resale - beer 226.40 11/26/2019 609-49750-425200 Check Total: 226.40 Vendor: 2273 FIBERNET MONTICELLO - ACH Check Sequence: 26 ACH Enabled: True 11/8/2019 Nov 2019 - Phone - City Hall 688.72 11/26/2019 702-00000-432100 11/8/2019 Nov 2019 - Phone - MCC 553.39 11/26/2019 702-00000-432100 11/8/2019 Nov 2019 - Phone - Ballfields 19.90 11/26/2019 702-00000-432100 11/8/2019 Nov 2019 - Phone - DMV 272.20 11/26/2019 702-00000-432100 11/8/2019 Nov 2019 - Phone - Hi Way Liquor 351.57 11/26/2019 702-00000-432100 11/8/2019 Nov 2019 - Phone - Fire Hall 246.08 11/26/2019 702-00000-432100 11/8/2019 Nov 2019 - Phone - Public Works 302.20 11/26/2019 702-00000-432100 11/8/2019 Nov 2019 - Phone - Parks 115.14 11/26/2019 702-00000-432100 11/8/2019 Nov 2019 - Phone - Prairie Center 14.31 11/26/2019 702-00000-432100 11/8/2019 Nov 2019 - Phone - Sheriff 70.29 11/26/2019 702-00000-432100 11/8/2019 Nov 2019 - Internet - City Hall 134.95 11/26/2019 702-00000-432300 11/8/2019 Nov 2019 - Internet - MCC 10.00 11/26/2019 702-00000-432300 11/8/2019 Nov 2019 - Internet - Ballfields 10.00 11/26/2019 702-00000-432300 11/8/2019 Nov 2019 - Internet - DMV 41.95 11/26/2019 702-00000-432300 11/8/2019 Nov 2019 - Internet - Hi Way Liquor 41.95 11/26/2019 702-00000-432300 11/8/2019 Nov 2019 - Internet - Fire Hall 41.95 11/26/2019 702-00000-432300 11/8/2019 Nov 2019 - Internet - Animal Shelter 29.95 11/26/2019 702-00000-432300 11/8/2019 Nov 2019 - Internet - Public Works 69.95 11/26/2019 702-00000-432300 11/8/2019 Nov 2019 - Internet - Sheriff 41.95 11/26/2019 702-00000-432300 11/8/2019 Nov 2019 - Internet - MCC @ Prairie Center 40.63 11/26/2019 702-00000-432300 11/8/2019 Nov 2019 - Cable - Fire Hall 5.11 11/26/2019 101-42200-431990 11/8/2019 Nov 2019 - Cable - City Hall 12.95 11/26/2019 101-41310-431990 11/8/2019 Nov 2019 - Cable - MCC 338.01 11/26/2019 226-45127-432500 11/8/2019 Nov 2019 - Data Hosting 500.00 11/26/2019 702-00000-431900 11/8/2019 Nov 2019 - Service Contract 250.00 11/26/2019 702-00000-431900 11/8/2019 Nov 2019 - Phone & Internet - Monti Arts 125.99 11/26/2019 101-45204-431990 AP -Computer Check Proof List by Vendor (11/20/2019 - 2:02 PM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (11/20/2019 - 2:02 PM) Page 6 Check Total: 4,329.14 Vendor: 1662 FLAHERTY'S HAPPY TYME COMPANY Check Sequence: 27 ACH Enabled: False 35837 resale - mix 256.50 11/26/2019 609-49750-425500 Check Total: 256.50 Vendor: 1859 GODFATHER'S EXTERMINATING INC Check Sequence: 28 ACH Enabled: False 146056 Pest Control - Mice (Prairie Center) 50.00 11/26/2019 101-41941-431990 146079 Pest Control - Ants (MCC) 80.00 11/26/2019 226-45126-431990 146080 Pest Control - Ants (DMV) 35.00 11/26/2019 217-41990-431990 146081 Pest Control - Ants (Library) 50.00 11/26/2019 101-45501-431990 Check Total: 215.00 Vendor: 1205 GRAINGER INC Check Sequence: 29 ACH Enabled: False 9346772891 Washable Metal Air Filter 20x20x2 (4) 86.12 11/26/2019 226-45126-422990 9356606211 Replacement Lens (2) 92.44 11/26/2019 226-45126-422990 Check Total: 178.56 Vendor: 5108 GUARDIAN FLEET SAFETY Check Sequence: 30 ACH Enabled: True 19-0446 Parts - replace bulb for Code 3 rot. light 48.64 11/26/2019 101-42200-440500 19-0446 Labor - replace bulb for Code 3 rot. light 40.00 11/26/2019 101-42200-440500 Check Total: 88.64 Vendor: 1320 TRICIAHANDORFF Check Sequence: 31 ACH Enabled: True 11/15/2019 Mileage Reimbursement - Pickup Product (50 in 29.35 11/26/2019 226-45122-433100 11/7/2019 Reimbursement for Food for Staff Meeting 25.50 11/26/2019 226-45122-434990 Check Total: 54.85 Vendor: 3553 HARVEST BANK Check Sequence: 32 ACH Enabled: False 11/19/2019 Interest - 2013A GO Certificates of Indebtedness 2,672.50 11/26/2019 703-00000-461100 11/19/2019 Principal - 2013A GO Certificates of Indebtedne 65,000.00 11/26/2019 703-00000-231200 Check Total: 67,672.50 Vendor: 1232 HILLYARD INC MINNEAPOLIS Check Sequence: 33 ACH Enabled: False 700403306 Steering Wheel, Front Bumper Bracket, 265.72 11/26/2019 226-45126-440440 700403307 Service Call 215.00 11/26/2019 226-45126-440440 800447896 Front Bumper Bracket -51.72 11/26/2019 226-45126-440440 AP -Computer Check Proof List by Vendor (11/20/2019 - 2:02 PM) Page 6 Invoice No Description Check Total: Vendor: 4218 HOHENSTEINS, INC 173766 resale - beer 173766 resale - beer n/a Check Total: Vendor: 1244 HORIZON COMMERCIAL POOL SUPPLY 190925101 Resurface Indoor Spas, Grout, Tile and Install A] 191014110 Pool Chemicals - Filter Cleaner/Stain Remover Amount Payment Date Acct Number 429.00 Check Total: Vendor: 4053 JAN IANO 169 Reimbursement for Chair Covers 169 Supplies for Program 609-49750-425200 Check Total: Vendor: 3369 JAKE'S EXCAVATING INC 3967 (1) Florell - 10/18/19 Check Total: Vendor: 1263 JOHNSON BROTHERS LIQUOR CO. 1424187 resale - liquor 1424187 freight 1424188 freight 1424188 resale - wine 1425149 resale - liquor 1425149 freight 1425150 resale - wine 1425150 resale - wine n/a 1425150 freight 1426805 resale - liquor 1426805 freight 1426806 freight 1426806 resale - wine 1426807 resale - beer 1428838 freight 1428838 resale - liquor 1428839 resale - wine Amount Payment Date Acct Number 429.00 Check Sequence: 34 672.70 11/26/2019 609-49750-425200 60.00 11/26/2019 609-49750-425400 732.70 Check Sequence: 35 15,910.00 11/26/2019 226-45126-440100 337.90 11/26/2019 226-45124-421600 16,247.90 Check Sequence: 36 50.97 11/26/2019 101-45501-421990 46.69 11/26/2019 101-00000-220150 97.66 Check Sequence: 37 400.00 11/26/2019 651-49010-431150 400.00 Check Sequence: 38 2,340.46 11/26/2019 609-49750-425100 27.12 11/26/2019 609-49750-433300 31.29 11/26/2019 609-49750-433300 1,148.75 11/26/2019 609-49750-425300 3,178.79 11/26/2019 609-49750-425100 36.37 11/26/2019 609-49750-433300 2,690.95 11/26/2019 609-49750-425300 41.35 11/26/2019 609-49750-425400 62.58 11/26/2019 609-49750-433300 2,834.15 11/26/2019 609-49750-425100 55.99 11/26/2019 609-49750-433300 52.78 11/26/2019 609-49750-433300 2,126.25 11/26/2019 609-49750-425300 51.20 11/26/2019 609-49750-425200 28.31 11/26/2019 609-49750-433300 1,994.94 11/26/2019 609-49750-425100 1,772.55 11/26/2019 609-49750-425300 Reference ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: True ACH Enabled: False AP -Computer Check Proof List by Vendor (11/20/2019 - 2:02 PM) Page 7 Invoice No Description Amount Payment Date Acct Number 1428839 resale - wine n/a 35.00 11/26/2019 609-49750-425400 1428839 freight 40.23 11/26/2019 609-49750-433300 1429830 resale - liquor 3,189.45 11/26/2019 609-49750-425100 1429830 freight 35.77 11/26/2019 609-49750-433300 1429831 freight 50.67 11/26/2019 609-49750-433300 1429831 resale - wine 1,667.10 11/26/2019 609-49750-425300 1430927 freight 8.94 11/26/2019 609-49750-433300 1430927 resale -liquor 691.40 11/26/2019 609-49750-425100 1430928 resale - wine 1,547.80 11/26/2019 609-49750-425300 1430928 resale - wine n/a 73.35 11/26/2019 609-49750-425400 1430928 freight 34.76 11/26/2019 609-49750-433300 1432194 resale - liquor 1,899.06 11/26/2019 609-49750-425100 1432194 freight 22.72 11/26/2019 609-49750-433300 1432195 freight 72.64 11/26/2019 609-49750-433300 1432195 resale - wine 2,998.47 11/26/2019 609-49750-425300 1432195 resale - wine n/a 97.60 11/26/2019 609-49750-425400 1432196 resale - beer 51.20 11/26/2019 609-49750-425200 1434940 resale - liquor 8,726.76 11/26/2019 609-49750-425100 1434940 freight 70.79 11/26/2019 609-49750-433300 1434941 freight 38.75 11/26/2019 609-49750-433300 1434941 resale- wine 1,412.00 11/26/2019 609-49750-425300 576854 freight credit inv. # 1425149 -0.74 11/26/2019 609-49750-433300 576854 resale - liquor credit inv. # 1425149 -108.60 11/26/2019 609-49750-425100 Check Total: 41,128.95 Vendor: 1273 KIWI KAI IMPORTS, INC. Check Sequence: 39 70084 resale - wine 942.80 11/26/2019 609-49750-425300 70084 freight 12.50 11/26/2019 609-49750-433300 71088 freight 23.75 11/26/2019 609-49750-433300 71088 resale - wine 1,811.23 11/26/2019 609-49750-425300 Check Total: 2,790.28 Vendor: 5220 KUE CONTRACTORS, INC. Check Sequence: 40 Pay Voucher 7 18C003-CONSTR - Fire Hall pay voucher #7 397,545.55 11/26/2019 400-43300-452010 Check Total: 397,545.55 Vendor: 5024 LANDWEHR CONSTRUCTION INC Check Sequence: 41 Final Pay #8 17C001 - Chelsea Road Utility & Street Impr - F 51,056.99 11/26/2019 400-43300-459019 Check Total: 51,056.99 AP -Computer Check Proof List by Vendor (11/20/2019 - 2:02 PM) Reference ACH Enabled: False ACH Enabled: False ACH Enabled: False Page 8 Invoice No Description Vendor: 3829 STEVE LANGANKI 1215 9/16-10/30/2019 (25) Porta Toilet Rentals Check Sequence: 42 Check Total: Vendor: 4456 LUPULIN BREWING LLC 24940 101-45201-431901 resale - beer 5977 CM resale - credit beer CoHop Variety Pack Check Total: Vendor: 5387 TERRANCE LYNCH 11/18/2019 Check Sequence: 43 Refund for Overpayment of Sign Permit Fee #20 Enabled: True Check Total: Vendor: 1386 M -R SIGN CO INC 206546 (30) signs 12" x 18" 11/26/2019 609-49750-425200 Check Total: Vendor: 5388 MAJESTIC LOG HOMES, INC. 4596 ZPARKS-ELLLOG- (250) linear feet log materia Check Total: Vendor: 1726 MARCO TECHNOLOGIES INV6978700 11/10/19 - 12/9/19 Contract Payment INV6978700 Supply Freight Fee 101-42400-443100 Check Total: Vendor: 4667 MILLNER VINEYARD, LLC 211519-5 resale - wine Check Total: Vendor: 1932 MIRACLE RECREATION EQUIPMENT CO 817648 399.20 (12) threaded pin; (48) nuts & bolts 101-43120-422600 Check Total: Vendor: 2068 MN DEPT OF AGRICULTURE 2020 Renewal 2020 Nursery Stock Dealer Cert. Renewal 1/1/2( Amount Payment Date Acct Number Reference Check Sequence: 42 ACH Enabled: True 2,098.40 11/26/2019 101-45201-431901 2,098.40 Check Sequence: 43 ACH Enabled: True 204.00 11/26/2019 609-49750-425200 -60.00 11/26/2019 609-49750-425200 144.00 Check Sequence: 44 ACH Enabled: False 160.00 11/26/2019 101-42400-443100 160.00 Check Sequence: 45 ACH Enabled: True 399.20 11/26/2019 101-43120-422600 399.20 Check Sequence: 46 ACH Enabled: False 5,000.00 11/26/2019 229-45202-453010 5,000.00 Check Sequence: 47 ACH Enabled: False 1,029.14 11/26/2019 702-00000-441500 36.00 11/26/2019 702-00000-441500 1,065.14 Check Sequence: 48 ACH Enabled: False 600.00 11/26/2019 609-49750-425300 600.00 Check Sequence: 49 ACH Enabled: False 160.74 11/26/2019 101-45201-421990 160.74 Check Sequence: 50 ACH Enabled: False 250.00 11/26/2019 101-45201-443300 AP -Computer Check Proof List by Vendor (11/20/2019 - 2:02 PM) Page 9 Invoice No Description Amount Payment Date Acct Number 250.00 980.00 980.00 34,214.68 34,214.68 5,150.00 5,150.00 110.78 110.78 128.34 75.16 203.50 2,000.00 -420.37 -31.00 86,073.33 87,621.96 150.00 150.00 406.94 861.14 Check Sequence: 51 11/26/2019 226-45122-443700 Check Sequence: 52 11/26/2019 101-00000-217061 Check Sequence: 53 11/26/2019 101-45175-444310 Check Sequence: 54 11/26/2019 226-45122-433100 Check Sequence: 55 11/26/2019 101-45201-422990 11/26/2019 101-45201-422990 Check Sequence: 56 11/26/2019 601-00000-220111 11/26/2019 601-49440-371100 11/26/2019 601-00000-208100 11/26/2019 400-43300-459013 Check Sequence: 57 11/26/2019 101-41910-431990 Check Sequence: 58 11/26/2019 101-43120-422400 11/26/2019 101-43120-422400 Reference ACH Enabled: False ACH Enabled: True ACH Enabled: True ACH Enabled: True ACH Enabled: True ACH Enabled: False ACH Enabled: True ACH Enabled: False AP -Computer Check Proof List by Vendor (11/20/2019 - 2:02 PM) Page 10 Check Total: Vendor: 1346 MN DEPT OF HEALTH FBL-13905-15733 2020 License Renewal Application for Food & E Check Total: Vendor: 5147 MN PEIP 894450 Dec - Health Insurance Check Total: Vendor: 1377 MONTICELLO SENIOR CENTER Nov 2019 Monthly Allocation - Nov 2019 Check Total: Vendor: 4549 ANN MOSACK 11/15/2019 Mileage Reimbursement - MRPA Conference (11 Check Total: Vendor: 1390 MTI DISTRIBUTING INC 1239144-00 (2) locking pin 1239144-01 fuel/oil filter Check Total: Vendor: 5255 NEW LOOK CONTRACTING INC 11-7-19 refund Water Use Permit - dep. $2000-$451.37 u 11-7-19 refund Water Use Permit - dep. $2000-$451.37 u 11-7-19 refund Water Use Permit - dep. $2000-$451.37 u Pay Voucher #3 18C001 - 2018 Pedestrian Improvvements - Pay Check Total: Vendor: 1401 NORTHWEST ASSOCIATED CONSULTANTS 24514 Oct 2019 - Technical Assistance - Meetings Check Total: Vendor: 1412 OMANN BROTHERS INC 14285 (7.06) SPWEA240B 14292 (14.94) SPWEA24013 Amount Payment Date Acct Number 250.00 980.00 980.00 34,214.68 34,214.68 5,150.00 5,150.00 110.78 110.78 128.34 75.16 203.50 2,000.00 -420.37 -31.00 86,073.33 87,621.96 150.00 150.00 406.94 861.14 Check Sequence: 51 11/26/2019 226-45122-443700 Check Sequence: 52 11/26/2019 101-00000-217061 Check Sequence: 53 11/26/2019 101-45175-444310 Check Sequence: 54 11/26/2019 226-45122-433100 Check Sequence: 55 11/26/2019 101-45201-422990 11/26/2019 101-45201-422990 Check Sequence: 56 11/26/2019 601-00000-220111 11/26/2019 601-49440-371100 11/26/2019 601-00000-208100 11/26/2019 400-43300-459013 Check Sequence: 57 11/26/2019 101-41910-431990 Check Sequence: 58 11/26/2019 101-43120-422400 11/26/2019 101-43120-422400 Reference ACH Enabled: False ACH Enabled: True ACH Enabled: True ACH Enabled: True ACH Enabled: True ACH Enabled: False ACH Enabled: True ACH Enabled: False AP -Computer Check Proof List by Vendor (11/20/2019 - 2:02 PM) Page 10 Invoice No Description Amount Payment Date Acct Number 14295 (2.02) 2360 SPNWB330B 106.05 11/26/2019 101-43120-422400 14298 (14.93) SPWEA240B 860.57 11/26/2019 101-43120-422400 Check Total: 2,234.70 Vendor: 4633 PERFORMANCE FOOD GROUP INC Check Sequence: 59 56603910 Cheese Sauce for Concession 119.32 11/26/2019 226-45125-425410 Check Total: 119.32 Vendor: 1427 PHILLIPS WINE & SPIRITS CO Check Sequence: 60 2649308 resale - liquor 1,975.20 11/26/2019 609-49750-425100 2649308 freight 26.96 11/26/2019 609-49750-433300 2649309 freight 19.86 11/26/2019 609-49750-433300 2649309 resale - wine 1,214.95 11/26/2019 609-49750-425300 2649842 resale - liquor 2,048.00 11/26/2019 609-49750-425100 2649842 freight 12.67 11/26/2019 609-49750-433300 2649843 freight 1.49 11/26/2019 609-49750-433300 2649843 resale - wine 60.00 11/26/2019 609-49750-425300 2651112 resale - liquor 2,659.08 11/26/2019 609-49750-425100 2651112 freight 27.82 11/26/2019 609-49750-433300 2651113 resale - wine 1,036.50 11/26/2019 609-49750-425300 2651113 freight 25.33 11/26/2019 609-49750-433300 2652633 freight 9.43 11/26/2019 609-49750-433300 2652633 resale - liquor 1,168.55 11/26/2019 609-49750-425100 2652634 resale - wine 445.85 11/26/2019 609-49750-425300 2652634 freight 11.92 11/26/2019 609-49750-433300 2653221 freight 14.90 11/26/2019 609-49750-433300 2653221 resale - liquor 1,579.75 11/26/2019 609-49750-425100 2653982 resale - liquor 4,504.25 11/26/2019 609-49750-425100 2653982 freight 32.78 11/26/2019 609-49750-433300 2653983 freight 40.98 11/26/2019 609-49750-433300 2653983 resale - wine 1,558.25 11/26/2019 609-49750-425300 2654957 resale - liquor 957.75 11/26/2019 609-49750-425100 2654957 freight 10.92 11/26/2019 609-49750-433300 2654958 freight 25.82 11/26/2019 609-49750-433300 2654958 resale - wine 1,001.23 11/26/2019 609-49750-425300 2654958 resale - wine n/a 72.00 11/26/2019 609-49750-425400 2656607 resale - liquor 3,994.71 11/26/2019 609-49750-425100 2656607 freight 53.65 11/26/2019 609-49750-433300 348718 resale - liquor credit inv. # 2644880 -25.71 11/26/2019 609-49750-425100 Check Total: 24,564.89 AP -Computer Check Proof List by Vendor (11/20/2019 - 2:02 PM) Reference ACH Enabled: True ACH Enabled: False Page 11 Invoice No Description Vendor: 3574 PREFERRED TITLE INC FileNo 10026-19 Purchase of 300 4th St E - Closing on Property False 140.00 Check Total: Vendor: 1455 RED'S MARATHON 10-22-19 140.00 battery Check Total: Vendor: 4022 REINHART FOODSERVICE LLC 934832 Check Sequence: 63 Food for Concession Resale 950556 504.47 Food for Concession Resale 11/26/2019 226-45125-425410 Check Total: Vendor: 4962 RENGEL PRINTING COMPANY, INC 115529 226-45125-425410 Fall/Winter Newletter (7,787) 1,098.88 Check Total: Vendor: 5386 MARLA SCHERBER 168 Reimbursement for Class Supplies Check Sequence: 64 Check Total: Vendor: 4981 STEVE SCHILLEWAERT 101928 101-41310-431950 Riverside Cemetery - Oct. 2019 lawn maint.; fall 101929 2,811.68 Hillside Cemetery - Oct. 2019 lawn maint.; fall c Check Total: Vendor: 1490 CYNTHIA R SIMPSON 965239 Check Sequence: 65 Nov. 2019 cleaning service False 48.05 Check Total: Vendor: 5211 RANDI ANN SMELSER 10/18/2019 48.05 Reimbursement for Misc Supplies Nov 2nd Semi Monthly Contract Payment Check Total: Vendor: 3309 SOUTHERN GLAZER'S WINE AND SPIRITS, 1887331 4,550.00 resale - liquor Amount Payment Date Acct Number Reference Check Sequence: 61 ACH Enabled: False 93,413.77 11/26/2019 213-00000-157010 93,413.77 AP -Computer Check Proof List by Vendor (11/20/2019 - 2:02 PM) Page 12 Check Sequence: 62 ACH Enabled: False 140.00 11/26/2019 101-43127-422990 140.00 Check Sequence: 63 ACH Enabled: True 504.47 11/26/2019 226-45125-425410 594.41 11/26/2019 226-45125-425410 1,098.88 Check Sequence: 64 ACH Enabled: True 2,811.68 11/26/2019 101-41310-431950 2,811.68 Check Sequence: 65 ACH Enabled: False 48.05 11/26/2019 101-00000-220150 48.05 Check Sequence: 66 ACH Enabled: False 4,550.00 11/26/2019 651-49010-431050 1,175.00 11/26/2019 101-45201-431990 5,725.00 Check Sequence: 67 ACH Enabled: False 100.00 11/26/2019 101-42200-431100 100.00 Check Sequence: 68 ACH Enabled: False 176.06 11/26/2019 101-42700-421990 1,575.00 11/26/2019 101-42700-431200 1,751.06 Check Sequence: 69 ACH Enabled: False 1,520.43 11/26/2019 609-49750-425100 AP -Computer Check Proof List by Vendor (11/20/2019 - 2:02 PM) Page 12 Invoice No Description Amount Payment Date Acct Number Reference 1887331 freight 18.86 11/26/2019 609-49750-433300 1887332 freight 26.01 11/26/2019 609-49750-433300 1887332 resale - wine 1,499.88 11/26/2019 609-49750-425300 1890092 resale - liquor 2,170.91 11/26/2019 609-49750-425100 1890092 freight 26.16 11/26/2019 609-49750-433300 1890093 freight 42.47 11/26/2019 609-49750-433300 1890093 resale - wine 2,580.18 11/26/2019 609-49750-425300 Check Total: 7,884.90 Vendor: 2564 SPORTS PRO LLC Check Sequence: 70 ACH Enabled: True 817 Labor - WO#538 - Stair Master Parts Replaced 110.00 11/26/2019 226-45126-440440 817 Part - WO#538 - Power Supply & Lower Board, 346.53 11/26/2019 226-45126-440440 824 Labor - WO#541 - Stair Master Step Mill Part R 110.00 11/26/2019 226-45126-440440 824 Parts - WO#541 - Alternator Brushes 29.85 11/26/2019 226-45126-440440 Check Total: 596.38 Vendor: 4234 MATHEW STANG Check Sequence: 71 ACH Enabled: True 10-13-19 boots- MS -1/2 45.00 11/26/2019 601-49440-421990 10-13-19 boots- MS -1/2 45.00 11/26/2019 602-49490-421990 Check Total: 90.00 Vendor: 3634 TAPPERS, INC. Check Sequence: 72 ACH Enabled: False 30447 (3) clear plexi glass pieces 201.87 11/26/2019 609-49754-421990 Check Total: 201.87 Vendor: 1518 TDS TELECOM Check Sequence: 73 ACH Enabled: True 763-271-3257 TDS 100.98 11/26/2019 702-00000-432100 763-295-2005 TDS 20.32 11/26/2019 702-00000-432100 763-295-3714 TDS 344.20 11/26/2019 702-00000-432100 Check Total: 465.50 Vendor: 4656 TRUE FABRICATIONS, INC. Check Sequence: 74 ACH Enabled: False 557650 resale - cooling cups; wine charms, etc 496.10 11/26/2019 609-49750-425400 557650 resale -juice 12.49 11/26/2019 609-49750-425500 94925 CM resale -juice -28.74 11/26/2019 609-49750-425500 95011 CM resale - credit mix -125.76 11/26/2019 609-49750-425400 Check Total: 354.09 AP -Computer Check Proof List by Vendor (11/20/2019 - 2:02 PM) Page 13 Invoice No Description Vendor: 1188 TWAIT WINES, INC 3377 resale - wine Check Total: Vendor: 1537 UHL COMPANY INC 14290 11/26/2019 WO# 14290 - Installed New Condenser Fan Mot Check Total: Vendor: 1543 US BANK TRUST SERVICES 5527618 GO Bonds 2017A Paying Agent Fee 10/1/19 - 9/ 5527737 GO Bonds 2018A Paying Agent Fee 10/1/19 - 9/ ACH Enabled: True Check Total: Vendor: 1544 US POSTAL SERVICE 11/08/2019 PI 42 - UB Nov Billing (3,699 pcs) (1/2) 11/08/2019 PI 42 - UB Nov Billing (3,699 pcs) (1/2) Check Total: Vendor: 1550 VEOLIA WATER N AM OPERATING SERV L. 90217637 False July - Sept 2019 Cargill Lab Testing 11/26/2019 Check Total: Vendor: 1552 VIKING COCA COLA BOTTLING CO 2435762 11/26/2019 resale - -soda pop 2441062 resale - -soda pop Check Total: Vendor: 1684 VINOCOPIA 244879 resale - wine 244879 False resale - liquor 244879 11/26/2019 resale - mix 244879 freight 245366 11/26/2019 freight 245366 resale - wine 245366 resale - liquor Check Total: Vendor: 1561 WATER LABORATORIES INC Amount Payment Date Acct Number Reference Check Sequence: 75 ACH Enabled: False 252.00 11/26/2019 609-49750-425300 252.00 Check Sequence: 76 ACH Enabled: True 765.00 11/26/2019 226-45126-440100 765.00 Check Sequence: 77 ACH Enabled: False 450.00 11/26/2019 321-47000-462010 500.00 11/26/2019 322-47000-462010 950.00 Check Sequence: 78 ACH Enabled: False 848.92 11/26/2019 601-49440-432200 848.92 11/26/2019 602-49490-432200 1,697.84 Check Sequence: 79 ACH Enabled: True 4,394.90 11/26/2019 602-49480-430800 4,394.90 Check Sequence: 80 ACH Enabled: True 388.75 11/26/2019 609-49750-425400 278.50 11/26/2019 609-49750-425400 667.25 Check Sequence: 81 ACH Enabled: True 224.00 11/26/2019 609-49750-425300 72.00 11/26/2019 609-49750-425100 120.00 11/26/2019 609-49750-425400 18.00 11/26/2019 609-49750-433300 18.00 11/26/2019 609-49750-433300 640.00 11/26/2019 609-49750-425300 144.25 11/26/2019 609-49750-425100 1,236.25 Check Sequence: 82 ACH Enabled: False AP -Computer Check Proof List by Vendor (11/20/2019 - 2:02 PM) Page 14 Invoice No Description 7691 October 2019 Water Testing Amount Check Total: Vendor: 2041 WESTSIDE WHOLESALE TIRE & SUPPLY R 846718 parts - (4) tires - Galaxy Muddy Buddy 846718 labor- (4) tires - Galaxy Muddy Buddy 240.00 Check Total: Vendor: 1572 THE WINE COMPANY 126346 resale - wine 126346 freight 859.08 Check Total: Vendor: 1573 WINE MERCHANTS INC 4260201 freight 4260201 resale - wine 7259129 resale - wine 7259129 resale - wine n/a 7259129 freight 7260010 resale - wine 7260010 freight 7261061 resale - wine 7261061 freight 609-49750-433300 Check Total: Vendor: 1206 WINEBOW INC. MN00069612 resale - wine MN00069612 freight Check Sequence: 85 Check Total: Vendor: 1577 WRIGHT CO AUDITOR-TREAS - ACH November Nov 2019 - Deputies Contract 555.70 Check Total: Vendor: 1581 WRIGHT CO RECORDER 201900000105 19D001 - Featherstone 4th Addition Assignment 201900000105 201903 - DJ Companies Agreement #A 1409071 201900000105 201906 - Monticello RV Dev Agreement A# 140 Amount Payment Date Acct Number Reference 240.00 11/26/2019 601-49440-431990 240.00 Check Sequence: 83 ACH Enabled: False 859.08 11/26/2019 101-45201-422990 60.00 11/26/2019 101-45201-422990 919.08 Check Sequence: 84 ACH Enabled: True 1,144.00 11/26/2019 609-49750-425300 14.85 11/26/2019 609-49750-433300 1,158.85 Check Sequence: 85 ACH Enabled: False 6.71 11/26/2019 609-49750-433300 555.70 11/26/2019 609-49750-425300 640.00 11/26/2019 609-49750-425300 19.75 11/26/2019 609-49750-425400 8.94 11/26/2019 609-49750-433300 1,120.00 11/26/2019 609-49750-425300 16.39 11/26/2019 609-49750-433300 1,206.20 11/26/2019 609-49750-425300 24.59 11/26/2019 609-49750-433300 3,598.28 Check Sequence: 86 ACH Enabled: True 88.00 11/26/2019 609-49750-425300 2.25 11/26/2019 609-49750-433300 90.25 Check Sequence: 87 ACH Enabled: True 117, 834.17 11/26/2019 101-42100-430500 117,834.17 Check Sequence: 88 ACH Enabled: False 46.00 11/26/2019 101-00000-220110 46.00 11/26/2019 101-41910-430400 46.00 11/26/2019 101-41910-430400 AP -Computer Check Proof List by Vendor (11/20/2019 - 2:02 PM) Page 15 Invoice No Description Amount Payment Date Acct Number Reference 201900000105 Amend/Correct Easement Realty Income Prop A 46.00 11/26/2019 101-41910-430400 201900000105 Easement - Wedum/PHM Affordable Housing A; 46.00 11/26/2019 101-41910-430400 201900000105 Consent Wedum/PHM Affordable Housing #A 1 46.00 11/26/2019 101-41910-430400 Check Total: 276.00 Vendor: 1579 WRIGHT COUNTY HIGHWAY DEPARTMEN Check Sequence: 89 ACH Enabled: False 1421 Radar FG Sign at 39/7th St. W - split w/county 2,414.25 11/26/2019 101-43120-422600 1492 (474.75) ton salt & sand 41,699.67 11/26/2019 101-43125-421700 Check Total: 44,113.92 Total for Check Run: Total of Number of Checks: 1,177,791.38 89 The preceding list of bills payable was reviewed and approved for payment. Date: 11/26/19 Approved by Mayor Brian Stumpf AP -Computer Check Proof List by Vendor (11/20/2019 - 2:02 PM) Page 16 City Council Agenda: 11/25/2019 2B. Consideration of approving new hires and devartures for Citv deuartments (TE) A. REFERENCE AND BACKGROUND: The Council is asked to ratify the hiring and departures of employees that have occurred recently in the departments listed. It is recommended that the Council officially ratify the hiring/departure of all listed employees including part-time and seasonal workers. Al. Budget Impact: (positions are generally included in budget) A2. Staff Work Load Impact: If new positions, there may be some training involved. If terminated positions, existing staff would pick up those hours, as needed, until replaced. B. ALTERNATIVE ACTIONS: 1. Motion to ratify the hire/departures of the employees as identified on the attached list. 2. Motion to deny the recommended hires and departures. C. RECOMMENDATION: By statute the City Council has the authority to approve all hires/departures. City staff recommends Alternative #1, for the Council to approve the hires and/or departures as listed. D. SUPPORTING DATA: • List of new/terminated employees Name Ryker Stukenholtz Donald Klein Susan Herrboldt Debbie Augustson Janet Mertesdorf Dakotah Ernst Scott Imdieke Name Derek Brunsberg Stacy Florek Aleah August Theresa Cody NEW EMPLOYEES Title Department Hire Date Class Climbing Wall MCC 11/9/19 PT Clerk Liquor Store 11/12/19 PT Custodian MCC 11/12/19 PT Clerk DMV 11/18/19 PT Finance Clerk -Payroll Finance 12/2/19 PT Streets Worker Streets 12/2/19 Temporary Parks Worker Parks 12/2/19 Temporary TERMINATING EMPLOYEES Reason Department Voluntary MCC Voluntary MCC Voluntary MCC Involuntary MCC New Hire and Terms City Council 2019: 11/19/2019 Last Day Class 6/29/19 PT 8/6/19 Seasonal 10/30/19 PT 11/4/19 PT City Council Agenda 11/25/2019 2C. Consideration of approvinu the sale or disposal of surplus Citv property (WO) There is no report this City Council cycle. City Council Agenda: 11/25/2019 2D. Consideration to approve Resolution 2019-83 accepting donations of $500 from the Riverfest Committee to the Fire Department, and $10,000 from the Monticello Lions and $25,000 from the Ellison Foundation, $20,000 for the Ellison Park Log Shelter renovation and $5,000 for park sign (JS) A. REFERENCE AND BACKGROUND: The City Council is being asked to approve donations from the Riverfest Committee of $500 for the Fire Department's presence during Riverfest for general department use, and $10,000 from Monticello Lions and $25,000 from the Ellison Foundation, $20,000 for the refurbishment of the log shelter at Ellison Park and $5,000 for the park sign. As required by state statute, if the City accepts the donation of funds, the City Council needs to adopt a resolution specifying the amount of the donation and its use. Al. Budget Impact: The donation/sponsorship will help fund projects as noted. A2. Staff Workload Impact: Staff will do the work to put on both of these events. B. ALTERNATIVE ACTIONS: 1. Motion to approve the resolution accepting the contribution and authorize use of funds as specified. 2. Motion to not approve the contribution and return the funds to the donors. C. STAFF RECOMMENDATION: Staff recommendation is to adopt the resolution accepting the contributions. D. SUPPORTING DATA: • Resolution 2019-83 CITY OF MONTICELLO RESOLUTION NO. 2019-83 RESOLUTION APPROVING CONTRIBUTIONS WHEREAS, the City of Monticello is generally authorized to accept contributions of real and personal property pursuant to Minnesota Statutes Sections 465.03 and 465.04 for the benefit of its citizens and is specifically authorized to maintain such property for the benefit of its citizens in accordance with the terms prescribed by the donor. Said gifts may be limited under provisions of MN Statutes Section 471.895. WHEREAS, the following persons and or entities have offered to contribute contributions or gifts to the City as listed: DONOR/ENTITY Riverfest Committee Monticello Lions Ellison Foundation DESCRIPTION VALUE Cash $500 Cash $10,000 Cash $25,000 WHEREAS, all said contributions are intended to aid the City in establishing facilities, operations or programs within the city's jurisdiction either alone or in cooperation with others, as allowed by law; and WHEREAS, the City Council hereby finds that it is appropriate to accept the contributions offered. NOW THEREFORE BE IT RESOLVED by the City Council of Monticello as follows: 1. The contributions described above are hereby accepted by the City of Monticello. 2. The contributions described above will be used as designated by the donor. This may entail reimbursing or allocating the money to another entity that will utilize the funds for the following stated purpose: DONOR/ENTITY PURPOSE/AMOUNT Riverfest Committee Fire Department general use/$500 Monticello Lions Log Shelter Ellison Park/$10,000 Ellison Foundation Log Shelter Ellison Park/$20,000 and Park Sign/$5,000 Adopted by the City Council of Monticello this 25th day of November, 2019. Brian Stumpf, Mayor Jennifer Schreiber, City Clerk City Council Agenda: 11/25/2019 2E. Consideration of adopting an official citv Proclamation Policv (JS) A. REFERENCE AND BACKGROUND: The City Council is asked to consider adopting an official proclamation policy. The city, on occasion, receives requests for Council to adopt a proclamation recognizing certain people, organizations, or events. These requests may be presented by individuals, organizations, businesses, etc. This policy will help guide the city in review of the submitted proclamations and aid in the approval or denial of the request. Attached is the recommended policy outlining the process for accepting or denying a request. The criteria staff proposes to use for issuing a proclamation includes items of public awareness, arts and cultural celebrations, Monticello School District #882 programs, promotion of service clubs, and other special honors based on recommendation of the Mayor. Proclamations will not be issued for matters of political controversy, events with no direct relationship to Monticello, campaigns contrary to city policy, causes supporting hatred, violence, or racism, or for commercial purposes. The draft policy outlines the procedure for making a proclamation request which includes submission to the City Clerk or Mayor 45 days prior to the date needed. Currently there is a fee of $50 listed on the city fee schedule. This fee is for commercial requests only, which would be limited per this policy. Al. Budget Impact: None. A2. Staff Workload Impact: None. B. ALTERNATIVE ACTIONS: 1. Motion to approve an official city Proclamation Policy. 2. Motion to deny. C. STAFF RECOMMENDATION: Staff recommends Alternative #1. D. SUPPORTING DATA: A. Draft Proclamation Policy PROCLAMATIONS POLICY Purpose The purpose of this policy is to provide an avenue to encourage public awareness and recognition for events, achievements, and activities significant to the community through recognition by the City Council and City of Monticello. This policy also defines those types of events, achievements, and activities that will not be considered for recognition. Proclamations will be issued to acknowledge the effort and commitment of the organization or individual but should not be interpreted as an endorsement by either the City Council or the city. Conversely in making these observances, the City Council does not wish to offend or promote any other particular point of view. Proclamations are strictly honorary and are issued as a courtesy. They are not legally binding. To help assure proclamations are considered in this context, the following policy and procedure is established. Criteria A. Proclamations can be issued for: • Public awareness • Arts and cultural celebrations • Monticello School District #882 programs • Promotion of service clubs in their furtherance of benevolent programs • Special honors (on the recommendation of the Mayor) B. Proclamations will not be issued for: • Matters of political controversy, ideological or religious beliefs, or individual conviction. • Events or organizations with no direct relationship to Monticello. • Campaigns or events contrary to city policies. • Causes supporting hatred, violence, bigotry or racism. • Commercial purposes, such as the opening of a new business, a new product, or a new professional service. This includes business anniversaries of less than 50 years. • For deceased persons, non -city employee retirements, birthdays, weddings, or family reunions. Request Process A. General guidelines • An organization may request only one proclamation annually. • An organization does not have exclusive rights to the day, week, or month of their proclamation. • At the Mayor's discretion, a congratulatory letter may be offered as an alternative when proclamation criteria are not met • The city will review all requests and make the final decision on whether the proclamation is placed on the Council agenda, in accordance with this policy. Created November 2019 The city reserves the right to approve or reject any request for a proclamation, to modify the text for any requested proclamation and to read a summarized version of the proclamation if time constraints warrant. All requests are reviewed on a case by case basis. The Council also reserves the right to vary from the exact provisions of this policy when it finds it to be in the public interest to do so. If any councilmember objects to the proclamation, they should advise the Mayor in advance of the meeting. When the item is up for consideration, the councilmember should request a vote on the proclamation prior to it being read. If the measure fails to achieve the required majority, the proclamation will not be read. Who can make a request? Requests must be made by a City of Monticello resident. Proclamations must affect a broad group of people. The city will not issue proclamations for individuals. However, for individuals, depending on the occasion or event, a congratulatory letter may be provided at the Mayor's discretion. C. How do I make a request? • Requests must be made to the City Clerk or Mayor. • All requests must be made in writing. Requests can be emailed, mailed or hand - delivered. • Requests must be made a minimum of 45 days in advance of the date needed. D. What should I include in the request? • Contact person's first and last name, address, and phone number. • A brief summary and/or background of the event or organization. • The name and date(s) of the day, week, or month or event to be proclaimed. • Draft text for the proclamation must be provided. The document must fit into a single page with room remaining for the Mayor's signature. • Whether someone will be in attendance to receive the proclamation at the City Council meeting and the name of this individual. • Date of when the proclamation is needed. Created November 2019 Proclamation Date: Name of Organization: Organization's Address: Contact Information: Name: Phone: Address: City of Monticello Proclamation Request Form Title: Email: Purpose of Proclamation (language of proclamation attached) Notification Preference ❑ Call me when the proclamation is ready and I will pick it up ❑ Email me when the proclamation is ready and I will pick it up ❑ Mail the proclamation to the address listed above ❑ We are requesting the Mayor to present the proclamation to our representative at an upcoming City Council meeting. Please have city staff notify us of the meeting date. Direct this form to: City of Monticello Attn: City Clerk 505 Walnut Street Suite 1 Monticello, MN 55362 Or email to: iennifer.schreiber(@ci.monticello.mn.us Created November 2019 City Council Agenda: 11/25/2019 2F. Consideration of renewing a pawn broker license for 2020 for David Corbin Helm dba Monticello Pawn, Gun and Bargain Center at 1219 South Highwav 25 (JS) A. REFERENCE AND BACKGROUND: The Council is asked to consider a pawn broker license renewal for David Corbin, Monticello Pawn, Gun and Bargain Center, 1219 South Highway 25, for 2020. Mr. Corbin was granted his initial license in December 2015. We received the renewal application from David Corbin along with the fee. The city code requires verification from the Wright County Sheriff's Department for any issues related to the operation of the business that might impact the renewal of the license. Staff is not aware of any issues in this regard and has sent the application to the Sheriff's office for verification and signature. The City will be providing the Monticello Pawn Shop with a physical license after the renewal is approved by Council and the application is signed by the Sheriff. The license should be displayed at the shop in a visible location as is recommended under state law. Al. Budget Impact: None A2. Staff Workload Impact: Minimal impact with preparation of the application and license. B. ALTERNATIVE ACTIONS: 1. Motion to approve the application for a 2020 pawn broker license for David Corbin dba as Monticello Pawn, Gun and Bargain Center located at 1219 South Highway 25, contingent on the application returned from the Sheriff's Department with no adverse findings. 2. Motion to deny. C. STAFF RECOMMENDATION: Staff recommends Alternative #1. D. SUPPORTING DATA: A. Copy of Pawn Broker Application/License — David Corbin B. City Code Title XI, Chapter 111 iJ ]' Y C1 iY1Q�i�iAo City of"ole r ttec�ll€� PAN,\7 fil�OKI-'1W' , ,XPP1AC.,kTl()N/LI('1 SSI: Business Name: _SA le --S. 11VC � �q Pa W 1) '6 G -U �} Business Address: 1 Z- \ CV-W� _Z� ,� Monticello MN Mailing/Billing Address: ._.� D (0.3 Z Phone:763- Z`? S—G� SS - Business Email: �6 a J e- (�;) A V- Yn 1k G -S c (') Yv-,-.- Applicant Name: ate! CQAAp i yo DOB: Please check the appropriate box: Renewal l�r New .application ❑ Please check all trade items that apply to your pawn shop business: Guns � GoldlCoins IN-- Other If you checked "Guns". please enclose a copy of your federal License for an authorized firearms dealer- with this application. +� Worker's Comuensation: Minnesota Statutes 176.142 requires acceptable evidence of compliance with the Workers Compensation insurance program. Please enclose an insurance certificate for your business showing, that you have Work ('onip insurance for the period ot'this license application (Jan I — December 3 1). In lieu of a certificate. you can list the following: Name of insurance C'ompan\ : Policy Number: 10 Uo S 7,2-b \ I)ates of coverage: 1 _ 2-0 V�t � — ,Z O L If' you have no employees and are not required to carry \k'ork Comp insurance, check here. ❑ VERIFICATION BY APPLICAi\T: I agree to abide by federal. state and local lays. ordinances Lind regulations pertaining to pa\yn shops and this license. i further a=gree to provide the ��'right C<>untE� Sheriff`s �DepaJ'tmelit, provider of law enfiorcement services for the City of Monticello. with all records as required under city ordinance and state law. I further agree to participate in the electronic pawn record system utilized by the City of ;taontieello and Wright County SherifFs Department. Signature: w Dale: I^q Print Name: �G t l�U�'M _ I itle: Monticello, MN Code of Ordinances PAWN SHOPS § 111.25 PURPOSE. (A) The City Council finds that use of services provided by pawnbrokers provides an opportunity for the commission of crimes and their concealment because pawn businesses have the ability to receive and transfer property stolen by others easily and quickly. The City Council also finds that consumer protection regulation is warranted in transactions involving pawnbrokers. The City Council further finds that the pawn industry has outgrown the city's current ability to effectively or efficiently identify criminal activity related to pawn shops. The purpose of this subchapter is to prevent pawn businesses from being used as facilities for the commission of crimes, and to assure that the businesses comply with basic consumer protection standards, thereby protecting the public health, safety, and general welfare of the citizens of the city. (B) To help local law enforcement better regulate current and future pawn businesses, decrease and stabilize costs associated with the regulation of the pawn industry, and increase identification of criminal activities in the pawn industry through the timely collection and sharing of pawn transaction information, this subchapter also implements and establishes the required use of the automated pawn system (APS). (Prior Code, § 3-15-1) § 111.26 DEFINITIONS. For the purpose of this subchapter, the following definitions shall apply unless the context clearly indicates or requires a different meaning. BILLABLE TRANSACTION. Every reportable transaction conducted by a pawnbroker except renewals, redemptions, or extensions of existing pawns on items previously reported and continuously in the licensee's possession is a billable transaction. PAWNBROKER. A person, partnership, or corporation who lends money on the security of pledged goods (items that are "left in pawn"), and/or purchases goods on the condition that they may be redeemed or repurchased by the seller for a fixed price, within a fixed period of time. To the extent that a PAWNBROKER'S business includes buying personal property previously used, rented or leased, or selling it on consignment, the provisions of this subchapter shall be applicable. REPORTABLE TRANSACTION. Every transaction conducted by a pawnbroker in which merchandise is received through a pawn, purchase, consignment, or trade; or in which a pawn is renewed, extended, or redeemed; or for which a unique transaction number or identifier is generated by their point-of-sale software, is reportable except: (1) The bulk purchase or consignment of new or used merchandise from a merchant, manufacturer, or wholesaler having an established permanent place of business, and the retail sale of the merchandise, provided the pawnbroker must maintain a record of the purchase or consignment which describes each item, and must mark each item in a manner which relates it to that transaction record; and (2) Retail and wholesale sales of merchandise originally received by pawn or purchase, and for which all applicable hold and/or redemption periods have expired. (Prior Code, § 3-15-2) (Ord. 542, passed 1-9-2012) § 111.27 LICENSE REQUIRED. No person shall engage in the business of pawnbroker at any location without a pawnbroker license for that location. No pawnbroker license may be transferred to a different location or a different person. Issuance of a license under this subchapter shall not relieve the licensee from obtaining any other licenses required to conduct business at the same or any other location. (Prior Code, § 3-15-3) Penalty, see § 111.99 § 111.28 APPLICATION REQUIRED. (A) An application form provided by the City Clerk must be completed by every applicant for a new license or for renewal of an existing license. (B) Every new applicant must provide all the following information: (1) If the applicant is a sole proprietor: (a) The name, place and date of birth, street resident address, and phone number of applicant; (b) Whether the applicant is a citizen of the United States or resident alien; (c) Whether the applicant has ever used or has been known by a name other than the applicant's name, and if so, the name or names used and information concerning dates and places used; (d) The name of the business if it is to be conducted under a designation, name, or style other than the name of the applicant and a certified copy of the certificate as required by M.S. § 333.01, as it may be amended from time to time; (e) The street address at which the applicant has lived during the preceding five years; (f) The type, name, and location of every business or occupation in which the applicant has been engaged during the preceding five years and the name(s) and address(es) of the applicant's employer(s) and partner(s), if any, for the preceding five years; (g) Whether the applicant has ever been convicted of a felony, crime, or violation of any ordinance other than a traffic ordinance. If so, the applicant must furnish information as to the time, place, and offense of all such convictions; and (h) If the applicant does not manage the business, the name of the manager(s) or other person(s) in charge of the business and all information concerning each of them required in divisions (13)(1)(a) through (13)(1)(g) above. (2) If the applicant is a partnership: (a) The name(s) and address(es) of all general and limited partners and all information concerning each general partner required in division (13)(1) above; (b) The name(s) of the managing partner(s) and the interest of each partner in the licensed business; and (c) Atrue copy of the partnership agreement shall be submitted with the application. If the partnership is required to file a certificate as to a trade name pursuant to M.S. § 333.01, as it may be amended from time to time, a certified copy of the certificate must be attached to the application. (3) If the applicant is a corporation or other organization: (a) The name of the corporation or business form, and if incorporated, the state of incorporation; (b) A true copy of the certificate of incorporation, articles of incorporation or association agreement, and by-laws shall be attached to the application. If the applicant is a foreign corporation, a certificate of authority as required by M.S. § 303.06, as it may be amended from time to time, must be attached; and (c) The name of the manager(s) or other person(s) in charge of the business and all information concerning each manager, proprietor, or agent required in divisions (13)(1)(a) through (13)(1)(g) above. (4) For all applicants: (a) Whether the applicant holds a current pawnbroker, precious metal dealer, or secondhand goods dealer license from any other governmental unit; (b) Whether the applicant has previously been denied, or had revoked or suspended, a pawnbroker, precious metal dealer, or secondhand dealer license from any other governmental unit; (c) The location of the business premises; and (d) Other information as the City Council or issuing authority may require. (Prior Code, § 3-15-4) § 111.29 APPLICATION EXECUTION. (A) All applications for a license under this subchapter must be signed and sworn to under oath or affirmation by the applicant. (B) If the application is that of a sole proprietor, it must be signed and sworn to by the person; if that of a corporation, by an officer thereof; if that of a partnership, by one of the general partners; and if that of an unincorporated association, by the manager or managing officer thereof. (C) Any falsification on a license application shall result in the denial of a license. (Prior Code, § 3-15-5) §111.30 PERSONS INELIGIBLE FOR ALICENSE. No license under this subchapter will be issued to an applicant who is a sole proprietor, a partnership if the applicant has any general partner or managing partner, a corporation or other organization if the applicant has any manager, proprietor, or agent in charge of the business to be licensed, if the applicant: (A) Is a minor at the time that the application is filed; (B) Has been convicted of any crime directly related to the occupation licensed as prescribed by M.S. § 364.03, subd. 2, as it may be amended from time to time, and has not shown competent evidence of sufficient rehabilitation and present fitness to perform the duties of a licensee under this subchapter as prescribed by M.S. § 364.03, subd. 3, as it may be amended from time to time; or (C) Is not of good moral character or repute. (Prior Code, § 3-15-6) § 111.31 LICENSE FEES. (A) The annual license fees for licenses issued under this subchapter shall be as adopted by the City Council. (B) The billable transaction license fee shall reflect the cost of processing transactions and other related regulatory expenses as determined by the City Council, and shall be reviewed and adjusted periodically. Licensees shall be notified in writing 30 days before any adjustment is implemented. (C) Billable transaction fees shall be billed monthly and are due and payable within 30 days. Failure to do so is a violation of this subchapter. (Prior Code, § 3-15-7) (Ord. 357, passed 11-27-2000; Ord. 542, passed 1-9-2012) § 111.32 BOND REQUIRED. Before a license will be issued, every applicant must submit a $5,000 bond on the forms provided by the licensing authority. All bonds must be conditioned that the principal will observe all laws in relation to pawnbrokers, and will conduct business in conformity thereto, and that the principal will account for and deliver to any person legally entitled any goods which have come into the principal's hand through the principal's business as a pawnbroker, or in lieu thereof, will pay the reasonable value in money to the person. The bond shall contain a provision that no bond may be canceled except upon 30 days' written notice to the city, which shall be served upon the licensing authority. (Prior Code, § 3-15-8) § 111.33 RECORDS REQUIRED. At the time of any reportable transaction other than renewals, extensions, or redemptions, every licensee must immediately record in English the following information by using ink or other indelible medium on forms or in a computerized record approved by local law enforcement: (A) A complete and accurate description of each item including, but not limited to, any trademark, identification number, serial number, model number, brand name, or other identifying mark on such an item; (B) The purchase price, amount of money loaned upon, or pledged therefor; (C) The maturity date of the transaction and the amount due, including monthly and annual interest rates and all pawn fees and charges; (D) Date, time, and place the item of property was received by the licensee, and the unique alpha and/or numeric transaction identifier that distinguishes it from all other transactions in the licensee's records; (E) Full name, current residence address, current residence telephone number, date of birth, and accurate description of the person from whom the item of property was received, including: sex, height, weight, race, color of eyes, and color of hair; (F) The identification number and state of issue from any of the following forms of identification of the seller: (1) Current valid Minnesota driver's license; (2) Current valid Minnesota identification card; or (3) Current valid photo identification card issued by another state or province of Canada. (G) The signature of the person identified in the transaction; (H) (1) Effective 60 days from the date of notification by local law enforcement of acceptable video standards, the licensee must also take a color photograph or color video recording of: (a) Each customer involved in a billable transaction; and (b) Every item pawned or sold that does not have an unique serial or identification number permanently engraved or affixed. (2) If a photograph is taken, it must be at least two inches in length by two inches in width and must be maintained in a manner that the photograph can be readily matched and correlated with all other records of the transaction to which they relate. The photographs must be available to the Chief of Police or the Chiefs designee, upon request. The major portion of the photograph must include an identifiable front facial close-up of the person who pawned or sold the item. Items photographed must be accurately depicted. The licensee must inform the person that he or she is being photographed by displaying a sign of sufficient size in a conspicuous place in the premises. If a video photograph is taken, the video camera must zoom in on the person pawning or selling the item so as to include an identifiable close-up of that person's face. Items photographed by video must be accurately depicted. Video photographs must be electronically referenced by time and date so they can be readily matched and correlated with all other records of the transaction to which they relate. The licensee must inform the person orally that he or she is being videotaped and by displaying a sign of sufficient size in a conspicuous place on the premises. The licensee must keep the exposed videotape for three months. (3) Effective 60 days from the date of notification by local law enforcement, licensees must fulfill the color photograph requirements in division (H) above by submitting them as digital images, in a format specified by the issuing authority, electronically cross-referenced to the reportable transaction they are associated with. Notwithstanding the digital images may be captured from required video recordings, this provision does not alter or amend the requirements in division (H) above. (1) For renewals, extensions, and redemptions, the licensee shall provide the original transaction identifier, the date of the current transaction and the type of transaction; and (J) The records must at all reasonable times be open to inspection by local law enforcement or state regulatory agencies. Data entries shall be retained for at least three years from the date of transaction. Entries of required digital images shall be retained a minimum of 90 days. (Prior Code, § 3-15-9) § 111.34 DAILY REPORTS TO POLICE. (A) Reporting transactions. (1) Effective no later than 60 days after local law enforcement provides licensees with computerized record standards, licensees must submit every reportable transaction to local law enforcement daily in the following manner. (2) Licensees must provide to local law enforcement all information required in § 111.33(A) through (F) and other required information by transferring it from their computer to the automated pawn system via modem. Al required records must be transmitted completely and accurately after the close of business each day in accordance with standards and procedures established by the issuing authority. The licensee must display a sign of sufficient size, in a conspicuous place in the premises, which informs all patrons that all transactions are reported to local law enforcement daily. (B) Billable transactions fees. Licensees will be charged for each billable transaction reported to local law enforcement. (1) If a licensee is unable to successfully transfer the required reports by modem, the licensee must provide local law enforcement printed copies of all reportable transactions along with the video tape(s) for that date by 12:00 the next business day. (a) If the problem is determined to be in the licensee's system and is not corrected by the close of the first business day following the failure, the licensee must provide the required reports as detailed in division (13)(1) above, and must be charged a $50 reporting failure penalty, daily, until the error is corrected; or (b) If the problem is determined to be outside the licensee's system, the licensee must provide the required reports in division (13)(1) above and resubmit all such transactions via modem when the error is corrected. (2) If a licensee is unable to capture, digitize, or transmit the photographs required in § 111.33(H), the licensee must immediately take all required photographs with a still camera, cross-reference the photographs to the correct transaction, and make the pictures available to local law enforcement upon request. (C) Technical problems. Regardless of the cause or origin of the technical problems that prevented the licensee from uploading his or her reportable transactions, upon correction of the problem, the licensee shall upload every reportable transaction from every business day the problem had existed. (D) Delay of implementation. Divisions (13)(1) through (13)(3) above notwithstanding, local law enforcement may, upon presentation of extenuating circumstances, delay the implementation of the daily reporting penalty. (Prior Code, § 3-15-10) § 111.35 RECEIPT REQUIRED. (A) Every licensee must provide a receipt to the party identified in every reportable transaction and must maintain a duplicate of that receipt for three years. (B) The receipt must include at least the following information: (1) The name, address, and telephone number of the licensed business; (2) The date and time the item was received by the licensee; (3) Whether the item was pawned or sold or the nature of the transaction; (4) An accurate description of each item received including, but not limited to, any trademark, identification number, serial number, model number, brand name, or other identifying mark on such an item; (5) The signature or unique identifier of the licensee or employee that conducted the transaction; (6) The amount advanced or paid; (7) The monthly and annual interest rates, including all pawn fees and charges; (8) The last regular day of business by which the item must be redeemed by the pledger without risk that the item will be sold, and the amount necessary to redeem the pawned item on that date; (9) The full name, current residence address, current residence telephone number, and date of birth of the pledger or seller; (10) The identification number and state of issue from any of the following forms of identification of the seller: (a) Current valid Minnesota driver's license; (b) Current valid Minnesota identification card; or (c) Current valid photo driver's license or identification card issued by another state or province of Canada. (11) Description of the pledger or seller including sex, approximate height, weight, race, color of eyes, and color of hair; (12) The signature of the pledger or seller; and (13) All printed statements as required by M.S. § 325J.04 subd. 2, as it maybe amended from time to time, or any other applicable statutes. (Prior Code, § 3-15-11) § 111.36 REDEMPTION PERIOD. (A) Any person pledging, pawning, or depositing an item for security must have a minimum of 60 days from the date of that transaction to redeem the item before it may be forfeited and sold. During the holding period, items may not be removed from the licensed location except as provided in § 111.43. Licensees are prohibited from redeeming any item to anyone other than the person to whom the receipt was issued or, to any person identified in a written and notarized authorization to redeem the property identified in the receipt, or to a person identified in writing by the pledger at the time of the initial transaction and signed by the pledger, or with approval of the police license inspector. Written authorization for release of property to persons other than original pledger must be maintained along with original transaction record in accordance with § 111.33(1). (B) Pawnbroker must return goods, or provide compensation for lost or damaged goods, upon payment of the full amount due, unless: (1) The 60 -day redemption period has expired; or (2) The goods have been taken into custody by a court or by a law enforcement officer or agency. (Prior Code, § 3-15-12) (Ord. 542, passed 1-9-2012) § 111.37 HOLDING PERIOD. Any item purchased or accepted in trade by a licensee, but not involved in a pawn transaction, must not be sold or otherwise transferred for 31 days from the date of the transaction. An individual may redeem an item at any time during the holding period. (Prior Code, § 3-15-13) (Ord. 542, passed 1-9-2012) § 111.38 POLICE ORDER TO HOLD PROPERTY. Whenever a law enforcement official from any agency notifies a licensee not to sell an item, the item must not be sold or removed from the premises. This initial or investigative hold shall be confirmed in writing within 72 hours and remains in effect for 15 days from the date of initial notification. Local law enforcement may, in writing, extend an investigative hold or independently order an item held for up to 90 days, or order the confiscation of an item identified as stolen or evidence in a criminal case. (Prior Code, § 3-15-14) (Ord. 542, passed 1-9-2012) § 111.39 INSPECTION OF ITEMS. At all times during the terms of the license, the licensee must allow law enforcement officials to enter the premises, in accordance with § 10.20, where the licensed business is located, including all off-site storage facilities as authorized in § 111.43, during normal business hours, except in an emergency for the purpose of inspecting the premises and inspecting the items, wares and merchandise and records therein to verify compliance with this subchapter and other applicable laws. (Prior Code, § 3-15-15) § 111.40 LABEL REQUIRED. Licensee must attach a label to every item at the time it is pawned, purchased, or received in inventory from any reportable transaction. Permanently recorded on this label must be the number or name that identifies the transaction in the shop's records, the transaction date, the name of the item and the description or the model and serial number of the item as reported to local law enforcement, whichever is applicable, and the date the item is out of pawn or can be sold, if applicable. Labels shall not be re -used. (Prior Code, § 3-15-16) §111.41 PROHIBITED ACTS. (A) No person under the age of 18 years may pawn or sell or attempt to pawn or sell goods with any licensee, nor may any licensee receive any goods from a person under the age of 18 years. (B) No licensee may receive any goods from a person of unsound mind or an intoxicated person. (C) No licensee may receive any goods, unless the seller presents identification in the form of a valid driver's license, a valid state identification card, or current valid photo driver's license or identification card issued by the state of residency of the person from whom the item was received. (D) No licensee may receive any item of property that possesses an altered or obliterated serial number or operation identification number or any item of property that has had its serial number removed. (E) No person may pawn, pledge, sell, consign, leave, or deposit any article of property not their own; nor shall any person pawn, pledge, sell, consign, leave, or deposit the property of another, whether with permission or without; nor shall any person pawn, pledge, sell, consign, leave, or deposit any article of property in which another person has a security interest; with any licensee. (F) No person seeking to pawn, pledge, sell, consign, leave, or deposit any article of property with any licensee shall give a false or fictitious name, nor give a false date of birth; nor give a false or out of date address of residence or telephone number; nor present a false or altered identification, or the identification of another, to any licensee. (Prior Code, § 3-15-17) Penalty, see § 111.99 § 111.42 DENIAL, SUSPENSION, OR REVOCATION. Any license under this subchapter may be denied, suspended, or revoked for one or more of the following reasons: (A) The proposed use does not comply with any applicable zoning code; (B) The proposed use does not comply with any health, building, building maintenance, or other provisions of this code of ordinances or state law; (C) The applicant or licensee has failed to comply with one or more provisions of this subchapter; (D) The applicant is not a citizen of the United States or a resident alien, or upon whom it is impractical or impossible to conduct a background or financial investigation due to the unavailability of information; (E) Fraud, misrepresentation, or bribery in securing or renewing a license; (F) Fraud, misrepresentation, or false statements made in the application and investigation for, or in the course of, the applicant's business; (G) Violation within the preceding five years of any law relating to theft, damage, or trespass to property, sale of a controlled substance, or operation of a business; or (H) The owner of the premises licensed or to be licensed would not qualify for a license under the terms of this subchapter. (Prior Code, § 3-15-18) § 111.43 BUSINESS AT ONLY ONE PLACE. A license under this subchapter authorizes the licensee to carry on its business only at the permanent place of business designated in the license. However, upon written request, the police inspector may approve an off-site locked and secured storage facility. The licensee shall permit inspection of the facility in accordance with § 111.39. Al provisions of this subchapter regarding record keeping and reporting apply to the facility and its contents. Property shall be stored in compliance with all provisions of the city code. The licensee must either own the building in which the business is conducted, and any approved off-site storage facility, or have a lease on the business premises that extends for more than six months. (Prior Code, § 3-15-19) § 111.99 PENALTY. Any person violating any provision of this chapter for which no specific penalty is prescribed shall be subject to § 10.99 of this code of ordinances. City Council Agenda: 11/25/2019 2G. Consideration of approving Resolution 2019-84 calling for redemption of outstanding General Obligation Refunding Bonds, Series 2011A for selected maturities. (WO) A. REFERENCE AND BACKGROUND: The $10,735,000 2011 General Obligation Improvement and Refunding Bonds were issued to refund 2005 debt, with original issue amount of $25,150,000. After 2020, there are three remaining annual principal payments. Total debt principal redeemable is $1,225,000--$395,000 in 2021, $410,000 in 2022, and $420,000 in 2023. The city plans on redeeming $840,000 in debt principal, with the remaining debt service payments matching anticipated tax increment receipts. After Current Redeemed Year Principal Principal 2021 395,000 205,000 2022 410,000 215,000 2023 420,000 420,000 Total 1,225,000 840,000 After After Redeem Redeem Tax Principal Interest P&I Increment Diff. 190,000 11,550 201,550 201,516 (34) 195,000 5,850 200,850 201,516 666 385,000 17,400 402,400 403,032 632 The 2010A debt service fund has sufficient resources for redeeming the final two principal payments. There is no tax levy support for future debt service for this debt issue. The interest rate on the redeemable bonds is 3.00%. The city's highest yielding 4M account earns 1.85%. The 4M account provides the city with a high yield for its liquid (on -demand) funds. Al. Budget Impact: The financial impact: $840,000. The debt service fund for this issue has adequate resources available for the partial redemption. The spread between interest earned on investments and the interest paid is favorable for redemption. There is an unquantifiable benefit to carrying less debt when the city's debt is rated by our rating agency. A2. Staff Workload Impact: Minimal. B. ALTERNATIVE ACTIONS: 1. Motion to adopt resolution 2019-84 calling for partial redemption of outstanding for selected maturities. 2. Motion to deny resolution 2019-84. C. STAFF RECOMMENDATION: City staff recommends Alternative #1. D. SUPPORTING DATA: • Draft Resolution 2019-84 1 EXTRACT OF MINUTES OF A MEETING OF THE CITY COUNCIL OF THE CITY OF MONTICELLO, MINNESOTA Held: November 25, 2019 Pursuant to due call and notice thereof, a regular meeting of the City Council of the City of Monticello, Wright County, Minnesota, was duly called to order on November 25, 2019, at P.M. The following members were present: and the following members were absent: Member introduced the following resolution and moved its adoption: RESOLUTION 2019-84 RESOLUTION CALLING FOR THE PARTIAL REDEMPTION OF THE OUTSTANDING GENERAL OBLIGATION REFUNDING BONDS, SERIES 2011A WHEREAS: A. The City Council of the City of Monticello, Minnesota issued $10,735,000 General Obligation Refunding Bonds, Series 2011A, dated October 19, 2011; and B. All of said bonds maturing or subject to mandatory redemption on February 1, 2021 through 2023, inclusive, are subject to redemption, in whole or in part, and prepayment at the option of the City on February 1, 2020, and on any date thereafter at par plus accrued interest, all as provided in the resolution of the City authorizing the issuance of said bonds; and C. The City deems it desirable and in the best interest of the City to call $840,000 of the outstanding bonds maturing or subject to mandatory redemption in the years 2021 through 2023, inclusive, for redemption on February 1, 2020, in accordance with said resolution authorizing the issuance of said bonds, and NOW THEREFORE, BE IT RESOLVED by the City Council of the City of Monticello, Minnesota as follows: 1. $840,000 of the General Obligation Refunding Bonds, Series 2011A, dated October 19, 2011, of the City of Monticello, Minnesota, maturing or subject to mandatory redemption in the years 2021 through 2023, inclusive, shall be redeemed and prepaid on February 1, 2020, at 100% of their principal amount plus accrued interest for each such bond called. 2. The City Administrator is hereby authorized and directed to give mailed notice of call to the bank where said bonds are payable and said bank shall provide such notice to the holders of the bonds as may be required by law. Said notice shall be in substantially the attached form. 3. The City Administrator is hereby authorized and directed to deposit with the bank where said bonds are payable prior to said call date sufficient funds to pay all principal and interest due on the bonds as of the call date. The motion for the adoption of the foregoing resolution was duly seconded by member and upon a vote taken thereon, the following voted in favor thereof: and the following voted against the same: ADOPTED BY the Monticello City Council this 251 day of November, 2019. CITY OF MONTICELLO Brian Stumpf, Mayor ATTEST: Jennifer Schreiber, City Clerk STATE OF MINNESOTA COUNTY OF WRIGHT CITY OF MONTICELLO I, the undersigned, being the duly qualified and acting City Administrator of the City of Monticello, Wright County, Minnesota, DO HEREBY CERTIFY, that I have carefully compared the preceding extract of minutes of a meeting of the City Council of said City held on the date therein indicated with the original minutes thereof on file in my office and that the same is a full, true and correct transcript thereof insofar as said minutes relate to the topic described in the title of the resolution set forth in the extract. WITNESS my hand officially and the official seal of the City on November 25, 2019. City Administrator (SEAL) NOTICE OF PARTIAL CALL FOR REDEMPTION GENERAL OBLIGATION REFUNDING BONDS, SERIES 2011A DATED: OCTOBER 19, 2019 CITY OF MONTICELLO, MINNESOTA NOTICE IS HEREBY GIVEN that by order of the City Council of the City of Monticello, Minnesota, there have been called for redemption and prepayment on FEBRUARY 1, 2020 those outstanding bonds of the City designated as General Obligation Refunding Bonds, Series 2011A, dated October 19, 2011, maturing or subject to mandatory redemption in the years 2021 through 2023, inclusive, totaling $840,000 in principal amount and with the following CUSIP numbers: Maturity -February 1 Original Amount Called Amount CUSIP Number 2021 $395,000 $205,000 6144681345 2022 410,000 215,000 6144681352 2023 420,000 420,000 6144681360 The bonds are being called for redemption at a price of 100% of their principal amount plus accrued interest to February 1, 2020, on which date all interest on said bonds will cease to accrue. Holders of the bonds hereby called for redemption are requested to present their bonds for payment to Bond Trust Services Corporation, 3060 Centre Point Drive, Roseville, MN 55113, on or before February 1, 2020. Dated: November 25, 2019 BY ORDER OF THE CITY COUNCIL /s/ Jeff O'Neill City Administrator Important Notice: In compliance with the Economic Growth and Tax Relief reconciliation Act of 2001, federal backup withholding tax will be withheld at the applicable backup withholding rate in effect at the time of the payment by the redeeming institutions if they are not provided with your social security number or federal employer identification number, properly certified. This requirement is fulfilled by submitting a W-9 Form, which may be obtained at a bank or other financial institution. Additional Information may be obtained from: NORTHLAND SECURITIES, INC. 150 South 5th Street, Suite 3300 Minneapolis, Minnesota 55402 Attn: Public Finance Phone: 612-851-5900 or 800-851-2920 City Council Agenda: 11/25/2019 2H. Consideration of avvrovinLY adiustments to the MCC part-time pav schedule to meet minimum wale requirements. (TE) A. REFERENCE AND BACKGROUND: City Council is asked to consider approving adjustments to the Monticello Community Center's (MCC) part-time pay schedule to meet minimum wage requirements. Effective January 1, 2020 the minimum wage requirement will increase from $9.86 to $10.00 per hour for adults and from $8.04 to $8.15 per hour for minors. The MCC currently has a minor starting wage and an adult starting wage for their part- time staff. The past two years staff has considered eliminating the minor wage but based on the cost of transitioning all minors to the adult wage (approximately $6,000 - six employees currently on minor scale) staff has instead chosen to keep the minor wage in place but offers more frequent increases to minors and in some cases based on the position, a transition to the adult wage after 6 months. In response to the upcoming minimum wage increase, the MCC's current pay schedule was adjusted as follows: • The pay ranges in grades 1-3 were increased on a graduated basis. • The minor wage was eliminated for grades 4-8. • The starting pay and overall range for some of the higher graded positions was increased to remain competitive and for recruitment purposes. • A half step increase was added for fitness instructors. For comparison purposes the attached document includes the current salary schedule and proposed schedule. Implementation: Employees who are currently making less than the minimum wage will have their rate increased to the new minimums and anyone currently making above the minimum wage will receive a pay adjustment at their next performance review. The following are important to note: • As of 2018 the minimum wage is adjusted for cost of living (COLA) each year. • The MCC part-time pay schedules have not typically been included as part of the annual market wage adjustment or COLA. • The effective date of the new pay scale will be December 21, 2019 to match the City's payroll schedule. Al. Budget Impact: The minimum wage adjustment is a budgeted item for 2020. The impact on the MCC's budget over the next 12 months is approximately $10,218. B1. Staff Workload Impact: Their will be a short-term increase in staff workload to adjust the pay rates of 72 affected employees. B. ALTERNATIVE ACTIONS: 1. Motion to approve adjustments to the MCC pay schedule moving employees to appropriate levels as outline above. 2. Motion to approve alternative action. City Council Agenda: 11/25/2019 C. STAFF RECOMMENDATION: The Personnel Committee reviewed the proposed recommendations and recommend Alternative 1 approving adjustments to the MCC salary schedules. SUPPORTING DATA: • Current and Proposed Pay Schedule 2 CURRENT Grade M1 M2 M3 M4 M5 M6 M7 M8 M9 M10 M11 MCC Part -Time Payscale 11 1.5 21 2.5 3 3.51 4 4.5 51 5.5 6 6.51 7 7.5 81 8.5 9 $ 8.04 $ 8.20 $ 8.36 $ 8.53 $ 8.70 $ 8.88 $ 9.05 $ 9.24 $ 9.86 $ 10.06 $ 10.26 $ 10.46 $ 10.67 $ 10.89 $ 11.10 $ 11.33 $ 11.55 $ 8.04 $ 8.20 $ 8.36 $ 8.53 $ 8.70 $ 8.88 $ 9.05 $ 9.24 $ 9.91 $ 10.11 $ 10.31 $ 10.52 $ 10.73 $ 10.94 $ 11.16 $ 11.38 $ 11.61 $ 8.04 $ 8.20 $ 8.36 $ 8.53 $ 8.70 $ 8.88 $ 9.05 $ 9.24 $ 9.96 $ 10.16 $ 10.36 $ 10.57 $ 10.78 $ 11.00 $ 11.22 $ 11.44 $ 11.67 $ 8.04 $ 8.20 $ 8.36 $ 8.53 $ 8.70 $ 8.88 $ 9.05 $ 9.24 $ 10.01 $ 10.21 $ 10.41 $ 10.62 $ 10.84 $ 11.05 $ 11.27 $ 11.50 $ 11.73 $ 8.76 $ 8.94 $ 9.16 $ 9.38 $ 9.62 $ 9.85 $ 10.05 $ 10.25 $ 10.45 $ 10.66 $ 10.88 $ 11.09 $ 11.31 $ 11.54 $ 11.77 $ 9.27 $ 9.46 $ 9.69 $ 9.95 $ 10.15 $ 10.35 $ 10.56 $ 10.77 $ 10.99 $ 11.21 $ 11.43 $ 11.66 $ 11.89 $ 9.79 $ 9.99 $ 10.24 $ 10.44 $ 10.65 $ 10.87 $ 11.08 $ 11.31 $ 11.53 $ 11.76 $ 12.00 $ 16.16 $ 10.00 $ 10.20 $ 10.46 $ 10.67 $ 10.88 $ 11.10 $ 11.32 $ 11.55 $ 11.78 $ 12.02 $ 12.26 $ 12.36 $ 12.61 $ 12.92 $ 13.24 $ 13.58 $ 13.90 $ 14.25 $ 14.60 $ 14.82 $ 12.51 $ 12.76 $ 13.09 $ 13.40 $ 13.74 $ 14.08 $ 14.47 $ 14.78 $ 15.00 $ 20.00 $ 20.44 $ 20.95 $ 21.47 $ 22.01 PROPOSED -EFFECTIVE 12/21/19 Grade M1 M2 M3 M4 M5 M6 M7 M8 11 1.5 21 2.5 3 3.51 4 4.5 51 5.5 6 6.51 7 7.5 81 8.5 9 $ 8.15 $ 8.31 $ 8.48 $ 8.65 $ 8.82 $ 9.00 $ 9.18 $ 9.36 $ 10.00 $ 10.20 $ 10.40 $ 10.61 $ 10.82 $ 11.04 $ 11.26 $ 11.49 $ 11.72 $ 8.15 $ 8.31 $ 8.48 $ 8.65 $ 8.82 $ 9.00 $ 9.18 $ 9.36 $ 10.05 $ 10.25 $ 10.46 $ 10.67 $ 10.88 $ 11.10 $ 11.32 $ 11.54 $ 11.78 $ 8.15 $ 8.31 $ 8.48 $ 8.65 $ 8.82 $ 9.00 $ 9.18 $ 9.36 $ 10.10 $ 10.30 $ 10.51 $ 10.72 $ 10.93 $ 11.15 $ 11.37 $ 11.60 $ 11.83 $ 10.25 $ 10.46 $ 10.45 $ 10.66 $ 10.88 $ 11.09 $ 11.31 $ 11.54 $ 11.77 $ 12.00 $ 10.45 $ 10.66 $ 10.87 $ 11.09 $ 11.31 $ 11.54 $ 11.77 $ 12.00 $ 12.24 $ 11.00 $ 11.22 $ 11.44 $ 11.67 $ 11.91 $ 12.14 $ 12.39 $ 12.64 1 $ 12.89 $ 13.00 $ 13.26 $ 13.53 $ 13.80 $ 14.07 $ 14.35 $ 14.64 $ 14.93 $ 15.23 $ 15.54 $ 15.85 $ 16.16 $ 20.00 $ 20.40 $ 20.81 $ 21.22 $ 21.65 $ 22.08 $ 22.52 $ 22.97 $ 23.43 Minor Wages Adult Wages >ositions :hildcare ;fide Attendant :limbing Wall, Program Asst., Sp. Event Attendant Jacant Suest Service, Event Decorator, Ice Arena Attendant, BF Concession admin. Asst. 3uilding Att., FM Cashier, BF Concession Server, WSI Aide, Lifeguard 'rogram Instructor NSI .eague Manager, Facility Lead, Fitness Sp, Program Sp, Membership Sp 3roup Fitness Instructor 'ositions -hildcare ilide Attendant -limbing Wall, Program Asst., Sp. Event Attendant 3uest Service, Event Decorator, Ice Arena Attendant, BF Concession 3uilding Att., FM Cashier, BF Concession Server, Adm Asst. 'ro ,ram Instructor, WSI Aid, Lifeguard .eague Sp., Facility Lead, Fitness Sp, Program Sp, Membership Sp, WSI Sroup Fitness Instructor City Council Agenda: 11/25/2019 2I. Consideration of approving required updates to the DOT Drug and Alcohol Policv. (TE) A. REFERENCE AND BACKGROUND: Council is asked to consider approval of required updates to the DOT Drug and Alcohol Policy. Earlier this year under the direction of Congress, the U.S. Department of Transportation created the Drug and Alcohol Clearinghouse. The Clearinghouse is a secure online database that will give employers, Federal Motor Carrier Safety Administration (FMSCA), State Driver Licensing Agencies, and State law enforcement personnel real- time information about Commercial Driver's License (CDL) driver drug and alcohol program violations. Beginning January 6, 2020 all employers who fall under the FMCSA regulations, will be required to report drug and alcohol violations to the Clearinghouse, conduct pre-employment Clearinghouse checks on perspective employees, and conduct annual Clearinghouse checks to make sure current employees don't have any drug or alcohol violations prohibiting them from performing safety sensitive work. Attached a summary sheet on the Drug and Alcohol Clearinghouse along with a copy of the current DOT Drug and Alcohol Policy with updates (administrative and required) recommended by our city attorney noted in red. Al. Budget Impact: Minimal. The estimated cost to run annual and new hire queries is approximately $25 per year ($1.25 per employee). A2. Staff Workload Impact: Minimal. Staff will be required to report violations and run pre-employment and annual checks on all current CDL holders. B. ALTERNATIVE ACTIONS: 1. Motion to approve required updates to the DOT Drug and Alcohol Policy. 2. Motion to deny approval of required updates to the DOT Drug and Alcohol Policy. C. STAFF RECOMMENDATION: Staff recommends Alternative #1. D. SUPPORTING DATA: A. Drug and Alcohol Clearinghouse Summary Sheet B. DOT Drug and Alcohol Policy- Redlined Version Coming January What is the FMCSA Commercial Driver's License Drug and Alcohol Clearinghouse? The Clearinghouse is a secure online database that will give employers, FMCSA, State Driver Licensing Agencies, and State law enforcement personnel real-time information about CDL driver drug and alcohol program violations, thereby enhancing safety on our Nation's roadways. An act of Congress directed the Secretary of Transportation to establish the Clearinghouse. The Clearinghouse contains information about drivers with commercial driver's licenses (CDL drivers) who are covered by FMCSA's drug and alcohol program. This also includes drivers with commercial learner's permits (CLPs). For more information on drivers affected by the Clearinghouse, see other side. W When must I use the Clearinghouse? JAN 2020 JANUARY 6, 2020: Authorized users will be required to complete the actions described in the Clearinghouse final rule. At this time, employers will be required to conduct both electronic queries and traditional manual inquiries with previous employers to meet the three-year timeframe, required by FMCSA's drug and alcohol use testing program, for checking CDL driver violation histories. Drivers may also view their own records for information recorded on or after January 6, 2020. JANUARY 6, 2023: Once three years of violation data are stored in the Clearinghouse, employers are no longer required to also request information from the driver's previous FMCSA-regulated employers under 391.23(e); an employer's query of the Clearinghouse will satisfy that requirement. How will the Clearinghouse improve highway safety? l� Make it easier for employers to meet their pre- employment investigation and reporting obligations. Make it more difficult for drivers to conceal their drug and alcohol program violations from current or prospective employers. d Provide roadside inspectors and other enforcement personnel with the means to ensure that drivers receive required evaluation and treatment before performing safety -sensitive functions, such as driving a commercial motor vehicle (CMV). Make it easier for FMCSA to determine employer compliance with testing, investigation, and reporting requirements. EMPLOYERS Report drug and alcohol violations and check that no current or prospective employee is prohibited from performing safety -sensitive functions, such as operating a CMV, due to a drug and alcohol program violation for which a driver has not successfully completed a Return -To -Duty (RTD) process. CDL DRIVERS View own record, provide consent to current or prospective employers to access details about any drug and alcohol program violations, and select a Substance Abuse Professional, if needed. The Clearinghouse will contain information on all CDL driver drug and alcohol program violations. These violations include: ■ Report for duty/remain on duty for safety -sensitive function with alcohol concentration of 0.04 or greater or while using any drug specified in the regulations (Part 40), other than those prescribed by a licensed medical practitioner ■ Alcohol use while performing, or within four hours of performing, a safety -sensitive function MEDICAL REVIEW OFFICERS Report verified positive drug test results and test refusals. SUBSTANCE ABUSE PROFESSIONALS Report RTD initial assessment and eligibility status for RTD testing. CONSORTIUM/THIRD-PARTY ADMINISTRATORS On behalf of an employer, report drug and alcohol program violations and perform driver queries as required. STATE DRIVER LICENSING AGENCIES Query the Clearinghouse prior to completing licensing transactions. ■ Alcohol use within eight hours of an accident, or until post -accident test, whichever occurs first ■ Test positive for use of specified drugs ■ Refusing to submit to a required alcohol or drug test O� --1 All CDL drivers who operate CMVs on public roads, and their employers and service agents. This includes, but is not limited to: XF"l"""nlIl0 ■ Interstate and intrastate Cl U.S. Department of Transportation Federal Motor Carrier Safety Administration motor carriers, including passenger carriers ■ School bus drivers ■ Construction equipment operators ■ Limousine drivers ■ Municipal vehicle drivers (e.g., waste management vehicles) ■ Federal and other organizations that employ drivers subject to FMCSA drug and alcohol use testing regulations (e.g., Department of Defense, municipalities, school districts) STAY INFORMED: https://clearinghouse.fmcsa.dot.gov 1200 New Jersey Avenue SE, Washington, DC 20590 1 clearinghouse@dot.gov 35. DOT DRUG AND ALCOHOL POLICY- City of Monticello Purpose This policy describes the City's Drug and Alcohol Program for certain personnel required to hold Commercial Driver's Licenses. The City is concerned about providing a safe workplace for its employees, and while the City does not intend to intrude into the private lives of its employees, it is the goal to provide a work environment conducive to maximum safety and optimum work standards. Alcohol and drug abuse can cause unsatisfactory job performance, increased tardiness and absenteeism, increased accidents and workers' compensation claims, higher insurance rates, and an increase in theft of city property. The use, possession, manufacture, sale, transportation, or other distribution of controlled substance or controlled substance paraphernalia and the unauthorized use, possession, transportation, sale, or other distribution of alcohol is contrary to this policy and jeopardizes public safety. Policy This policy applies to every City employee (full-time, part-time, and temporary); and applicant for employment in the case of pre-employment drug testing: who holds a Commercial Driver's License (CDL) and whose job description requires the employee to drive a Commercial Motor Vehicle (CMV). This policy implements the drug and alcohol testing requirements of the Federal Motor Carrier Safety Administration (FMCSA), an agency of the U.S Department of Transportation (DOT). It is in addition to the City -Drug and Alcohol Policy which is established under Minnesota state law and the Drug Free Workplace Act of 1988. It is the City's intention to comply fully with the DOT regulations. Because changes in applicable law and the City's practices and procedures may occur from time to time, this policy may change in the future, and nothing in this policy is intended to be a contract, promise, or guarantee the City will follow any particular course of action, disciplinary, rehabilitative or otherwise, except as required by law. Any revisions to the Federal Omnibus Transportation Employee Testing Act will take precedent over this policy to the extent the policy has not incorporated those revisions. Given the significant dangers of alcohol and controlled substance use, each applicant and driver must abide by this policy as a term and condition of hiring and continued employment. Moreover, federal law requires the City to implement such a policy. To ensure this policy is clearly communicated to all drivers and applicants, and in order to comply with applicable federal law, drivers and applicants are required to review this policy and sign the "Certificate of Receipt" portion. Definitions Definitions as used under this Policy set forth below and in greater detail in 49 C.F.R. §-§ 40.3 and 382.107. "Accident" - An occurrence involving a commercial motor vehicle operating on a public road which results in a fatality; bodily injury to any person who, as a result of the injury, immediately receives medical treatment away from the scene of the accident; or one or more motor vehicles incurring disabling damage as a result of the accident, requiring the vehicle to be transported away from the scene by a tow truck or other vehicle. The term "accident" does not include an occurrence Page I 1 involving only boarding and alighting from a stationary motor vehicle; an occurrence involving only the loading or unloading of cargo; or an occurrence in the course of the operation of a passenger car or a multipurpose passenger vehicle unless the vehicle is transporting passengers for hire or hazardous materials of a type and quantity that require the motor vehicle to be marked or placarded in accordance with 49 C_:F_:R_: § 177.823. See 49 C.F.R. $§ 44 C.F.R. 382.303(a); 49 G.F.R. § 382.303(f), 382.303(h), and 390.5. "Alcohol" - The intoxicating agent in beverage alcohol, ethyl alcohol, or other low molecular weight alcohols includingmethyl nethyl and isopropyl alcohol. 49 C.F.R. & 382.107.: "Alcohol Use," - The drinking, swallowing, or consumption Toof any beverage, mixture, or preparation, including any medication, containing alcohol. 49 C.F.R. § 382.107. "Applicant," - A person apples who applies to a State or other jurisdiction to obtain, transfer, update, or renew a CDL or to obtain or review a Commercial Leamer's Permit (CLP) or any endorsement that would permit the person to operate a CMW drive a conimeFc:.,' motor vehiele. 49 C.F.R. § 383_5.2.1 "Breath Alcohol Technician" (BAT) - An individual who instructs and assists individuals in the alcohol testing process and operates an evidential breath testing device. 49 C.F.R. § 40.3. "City," - The City of Monticello, Minnesota. "City Premises," means all job sites, facilities, offices, buildings, structures, equipment, vehicles, and parking areas, whether owned, leased, used or under the control of the City. "Collection Site," means a place designated by the City where drivers present themselves for the purpose of providing a specimen of their urine or breath to be analyzed for the presence of alcohol or controlled substances. 49 C.F.R. § 40.3. "Commercial Motor Vehicle" (CMV) - " • ietef ..Mile er a ,.,...,bination of F fieter- ..Miles 1.1 ea : enmmer-ee to transpoi4 passengers OF PfOpe if the ffleter.,oh: ioA CMV is any self- propelled or towed motor vehicle used on a highway in interstate commerce to transport passengers or property when the vehicle: • ,it witgrossh ehiele , o glit rating of m e `an 41,11-1; or Has a gross vehicle weight rating or cross combination weight rating, or gross vehicle wei hg t or gross combination weight, of 4,536 kg0 0,00 1 pounds) or more, whichever is greater; or • Is designed or used to transport more than 8 passengers (including the driver) for compensation; or • Is designed or used to transport more than 15 passengers, including the driver, and is not used to transport passengers for compensation; or Page 12 • Is used in transporting material found by the Secretary of Transportation to be hazardous under 49 U.S.C. 5103 and transported in a quantity requiring nlacarding under regulations prescribed by the Secretary under 49 C.F.R., subtitle B, chapter 1, subchapter C. e-49 C.F.R.& 390.5. - ''Was a ss vchicli woi,ht pati ng of 26001 pounds o re. , *4J-Juig�rc.cl-t�:w a"Y":t 1vyr mere passengers ineluding the dr e — is of any size and is used in the tr.,.,.partation of.,... wria Is 41,-indl to be f the ,. o44lw Ilucze�eus—Trrncpcl�wr. n, and vL;A r e the mateF vehiele to ka 1plaeafd under the Hazardous Materials Regulations. r.ua. Fire trucks and other emergency fire equipment are not considered to be commercial vehicles under this policy. "Confirmation (or Confirmatory) Test" — For alcohol testing means a second test, following a positive non -evidential test, following a positive non -evidential (e.g., saliva) screening test, or a breath alcohol screening test with the result of 0.02 or greater, that provides quantitative data of alcohol concentration. For controlled substance testing, "Confirmation (or Confirmatory) Test" means a second analytical procedure performed on a urine specimen to identify and quantify the presence of a specific drug or drug metabolite.means a se,.and an.,l..tlpal nrRopd..re t,.:a ...t:a, the enr/rrc rclirkility ural aefurae _ 9 C.F.R. § 382.107. "Confirmatory Re -Test" - A third testing of the original test sample when the confirmatory test produces a positive test result. A confirmatory retest is done at the request and the expense of the employee/applicant. "Controlled Substances (Drugs)" - Thesin nnG.F.R. ,; 40.21(a). Marijuana, amphetamines, opiates•pioids, (including heroin), phencyclidine (PCP), cocaine, and any of their metabolites are included within this definition. 49 (C.F.R. § 40.33Q'.' A " "DHHS," - The Department of Health & Human Services or any designee of the Secretary, Department of Health & Human Services. 49 C.F.R. § 40.3. "Disabling Damage," - Damage which precludes departure of a motor vehicle from the scene of the accident in its usual manner in daylight after simple repairs, including damage to motor vehicles that could have been driven, but would have been further damaged if so driven. Disabling damage does not include damage which can be remedied temporarily at the scene of the accident without special tools or parts, tire disablement without other damage even if no spare tire is available, headlight or tail light damage or damage to tum signals, horn or windshield wipers which make them inoperative. 49 C.F.R. § 382.107. Page 13 "Driver" - Any person who operates a commercial motor vehicle. This includes, but is not limited to full-time, regularly employed drivers; casual, intermittent or occasional drivers; leased drivers and independent owner -operator contractors who are either directly employed by or under lease to the City or who operate a commercial motor vehicle at the direction of or with the consent of the City. For purposes of pre-employment testing, the term driver includes a person applying to drive a commercial motor vehicle. The word driver and employee will be used throughout this policy interchangeably. 49 C.F.R. S 382.107. "Employee seeking a transfer," - Refers to an employee who is not subject to DOT regulations seeking a transfer to a position that will subject them to DOT regulations in the sought after position. "Evidential Breath Testing Device" or "EBT," - A device that is approved by the National Highwav Traffic Safetv Administration (NHTSA) for the evidential testing of breath at the .02 and .04 alcohol concentrations, and appears on ODAPC's Web page for "Approved Evidential Breath Measurement Devices" because it conforms with the model specifications available from NHTSA. A deyi approved b the National Highway Traffie Safety AdFai ,shat.,. ("NHTSA ") fer !be evidential testing of breath and plaeed on NHTS&A's "C-Onfi;r-ming Produets Li Evidential Breath Measuremen4 Deviees." 49 G.F.R. § 40,3, Evidential Breath Testing Device (EBT). 49 C.F.R. § 40.3. "Federal Motor Carrier Safety Administration" or °°FMCSA," - The Federal Motor Carrier Safety Administration of the United States Department of Transportation. "Medical Review Officer (MRO)" - A licensed physician responsible for receiving and reviewing laboratory results generated by an employer's drug testing program and evaluating medical explanations for certain drug test results. who has '......,,ledgo ,.r....w..t. APR .,h,...., a:..OrEIe_.. and has appropriate medieal training to inteFpret and evahuate an individual's eenFirmed posit test fesult, adulterated er stihsiituted speeimen. iegethef with his,�her medieal his!aFy and an), 49 C.F.R. § 40.3 "Performing (a Safety -Sensitive Function)," - Any period in which a driver is actually performing, ready to perform, or immediately available to perform any safety -sensitive functions. 49 C.F.R. § 382.107. "Positive Test Result," - A finding of the presence of alcohol or controlled substance, or their metabolites, in the sample tested in levels at or above the threshold detection levels established by applicable law. "Reasonable Suspicion," - A belief a driver has engaged in conduct prohibited by the FMCSA controlled substance and alcohol testing regulations, except when related solely to the possession of alcohol, based on specific contemporaneous, articulable observations made by a supervisor or City official who has received appropriate training concerning the appearance, behavior, speech or body odors of the driver. The determination of reasonable suspicion will be made in writing on a Reasonable Suspicion Record Form during, just preceding, or just after the period of the work day that the driver is required to be in compliance with this policy.- In the case of a controlled Page 14 substance, the observations may include indications of the chronic and withdrawal effects of a controlled substance or any other indicia of controlled substance use. "Refusal to Submit" - Refusal to submit to an alcohol and/or a controlled substance test occursis eensidered when an employee/applicant: 1. Fails to provide adequate breath for testing without a valid medical explanation after he/she has received notice of the requirement for breath testing; 2. Fails to provide adequate urine for controlled substances testing without a valid medical explanation after he/she has received notice of the requirement for urine testing; or 3. Engages in conduct that clearly obstructs the testing process, such as providing an adulterated or substituted specimen. "Safety -Sensitive Function," - All time from the time a driver begins to work or is required to be in readiness to work until the time he or she is relieved from work and all responsibility for performing work. Safety -sensitive functions include: —All time at a city plant, shipper plant, terminal, facility, or other property, or on any public property, waiting to be dispatched, unless the driver has been relieved from duty by the employer; • All time inspecting equipment as required by 49 C.F.R. §§ 392.7 and 392.8 or otherwise inspecting, servicing, or conditioning any commercial motor vehicle at any time; • All time spent at the driving controls of a commercial motor vehicle in operation; • All time, other than driving time, in or upon any commercial motor vehicle except time spent resting in a sleeper berth ( a berth conforming to the requirements of 49 C.F.R. § 393.76); • All time loading or unloading a vehicle, supervising, or assisting in the loading or unloading, attending a vehicle being loaded or unloaded, remaining in readiness to operate the vehicle, or in giving or receiving receipts for shipments loaded or unloaded; and • All time repairing, obtaining assistance, or remaining in attendance upon a disabled vehicle. 49 C.F.R. § 382.107. "Screening Test (also known as Initial Test)," – In alcohol testing, means an analytical procedure to determine whether a driver may have a prohibited concentration of alcohol in his or her system or in a breath or saliva specimen. Screening tests may be conducted by utilizing a non - evidential screening device included by the National Highway Traffic Administration on its conforming products list (e.g., a saliva screening device) or an evidential breath testing device ("EBT") operated by a trained breath alcohol technician ("BAT"). In controlled substance testing, "Screening Test" means an immunoassay screen to eliminate "negative" urine specimens from further eaiisiderAioranalysis or to identify a specimen that requires additional testing for the presence of drugs. 49 C.F.R. § 382.107. "Substance Abuse Professional (SAP)" - A licensed physician (medical doctor or doctor of osteopathy), licensed or certified psychologist, licensed or certified social worker, licensed or certified employee assistance professional, a state -licensed or certified marriage and family therapist, or licensed or certified addiction counselor (certified by the National Association of Alcoholism and Goatfelled SubstafteeDrug Abuse Counselors Certification Commission,_ the Page 15 International Certification Reciprocity Consortium, or the National Board for Certified Counselors) with knowledge of clinical experience in the diagnosis and treatment of alcohol and controlled substance -related disorders. 49 C.F.R. §-§-382.f8�. 0.3.40.281. Prohibitions An employee covered by this Policy shall not: A. Report for duty, operate City vehicles, equipment or machinery, perform safety sensitive functions, or remain on City property while having any detectable or measurable amount of alcohol in his/her system or while under the influence of illegal drugs; B. Use, possess, sell, distribute, manufacture, or transport illegal drugs or alcohol while on City property, while operating City equipment, or while on duty; C. Consume alcohol within four (4) hours before operating a City vehicle; D. Attempt to perform job duties when taking medically prescribed drugs or other substances which may alter job performance, unless the employee has been advised by a licensed medical practitioner that the prescription drug will not adversely affect the driver's ability to safely operate a CMV. If the prescription drug does affect performance, the employee must notify his/her supervisor. E. Refuse to submit to a required drug and/or alcohol test as required under this policy. Any supervisor or manager who has actual knowledge that an employee has violated or attempted to violate any of the above prohibitions shall not permit the employee to perform any job duties, nor to remain on duty. An employee found to be in violation of any of the provisions of this policy shall be subject to discipline up to and including termination from employment. See section titled, "Consequences for Employees Engaging in Prohibited Conduct" of this policy for more information. Types of Testing The City may test any applicant to whom a conditional offer of employment has been made and may test any Driver for controlled substance and alcohol under any of the following circumstances: Pre -Employment Testine All applicants, including current employees seeking a transfer, applying for a position where duties include performing safety -sensitive duties described above, will be required to take a drug test prior to the first time a driver performs a safety -sensitive function for the City. A driver may not perform safety -sensitive functions unless the driver has received a controlled substance test result from the Medical Review Officer ("MRO") indicating a verified negative test result. In addition to pre-employment controlled substance testing, applicants will be required to authorize in writing former employers to release alcohol test results of .04 or greater, positive controlled substance test results, refusals to test, other violations of drug and alcohol testing regulations, and completion of return to duty requirements within the preceding three years. Page 16 All applicants, including current employees seeking a transfer, applying for a position where duties include performing safety -sensitive duties described above, will be required to take an alcohol test prior to the first time a driver performs a safety -sensitive function for the City, but only after a conditional offer of employment has been made. No applicant, including current employees seeking a transfer, will perform safety -sensitive functions unless the driver has received an alcohol test result from the MRO indicating a test result of .02 or less Blood Alcohol Content ("BAC"). The City will contact the candidate's DOT regulated previous and current employers within the last three years for drug and alcohol test results as referenced above, and review the testing history if feasible before the employee first performs safety -sensitive functions for the Ceity. Post -Accident Testine As soon as practicable following an accident involving a commercial motor vehicle while being operated for the City, the City will test for alcohol and controlled substance of each surviving Driver when the following occurs: the accident involved a fatality; or the driver receives a citation for a moving traffic violation from for the accident, and an injury is treated away from the accident scene; the driver receives a citation for a moving traffic violation fren;for the accident and a vehicle is required to be towed from the accident scene. A driver who is subject to post -accident testing must remain readily available for such testing or will be deemed by the City to have refused to submit to testing. This requirement to remain ready for testing does not preclude a driver from leaving the scene of an accident for the period necessary to obtain assistance in responding to the accident or to obtain necessary medical care. Post -Accident Controlled Substance Testing Drivers are required to submit a urine sample for post -accident controlled substance testing as soon as possible. If the dDriver is not tested within thirty-two (32) hours after the accident, the City will cease its attempts to test the dDriver and prepare and maintain on file a record stating why the test was not promptly administered. Post -Accident Alcohol Testing Drivers are required to submit to post -accident alcohol testing as soon as possible within two (2) hours, and in any event no more than eight (8) hours after the accident. After an accident, consuming alcohol is prohibited until the dDriver is tested. If the dDriver is not tested within two (2) hours after the accident, the City will prepare and maintain on file a record stating why the test was not administered within that time. If the dDriver is not tested within eight (8) hours after the accident, the City will cease its attempts to test the dDriver and prepare and maintain on file a record stating why the test was not administered. The City may accept the results of a blood, urine, or breath test to determine if a driver has anv_ alcohol or controlled substances in his/her system in place ,.f,.., AlpGhAl test and .,_:..p. test for the- Of e6litf011ed ...,w,.....,,.e,, if: Page 17 • The tests are conducted by federal, state, or local officials having independent authority for the test;; and • The tests conform to applicable federal, state, or local testing requirements;; and • The test results can be obtained by the City. Whenever such a test is conducted by a law enforcement officer, the driver must contact the City and immediately report the existence of the test. The driver must providing rp ovide the name, badge number, and telephone number of the law enforcement officer who conducted the test. Random Testine Every dDriver will be subject to unannounced alcohol and controlled substance testing on a random selection basis. Drivers will be selected for testing by use of a scientifically valid method under which each dDriver has an equal chance of being selected each time selections are made. These random tests will be conducted throughout the calendar year. Each dDriver who is notified of selection for random testing must cease performing safety -sensitive functions (other than driving a commercial motor vehicle) and report to the designated test site immediately. It is mathematically possible that dDrivers may be selected for more than one (1) random test per year. If a dDriver is selected for a random test while he or she is absent, on leave or away from work, that dDriver will be required to undergo the test when he or she returns to work. At this time, federal law requires the City to test at a rate of at least €rfty-twenty-five percent (2550%) of its average number of dDrivers for controlled substances each year, and to test at a rate of at least ten percent (10%) of its average number of dDrivers for alcohol each year. These minimum testing rates are subject to change by the DOT. 49 C.F.R. � 382.305(e)(2); 81 Fed. Reg, 87686. Reasonable Suspicion Testing When the City has reasonable suspicion to believe the dDriver has engaged in conduct prohibited by federal law, the City must require the dDriver to submit to an alcohol or controlled substance test. Alcohol testing will occur while the Dd_rriver is performing safety -sensitive functions, just before the dDriver is to perform safety -sensitive functions, or just after the dDriver has ceased performing such functions. The City's determination that reasonable suspicion exists to require the dDriver to undergo an alcohol test will be based on specific contemporaneous, articulable observations concerning the appearance, behavior, speech, or body odors of the dDriver made during, just preceding, or just after the period of the work day that the dDriver is required to be in compliance with this policy. In the case of controlled substance, the observations may include indications of the chronic and withdrawal effects --of a controlled substance or am other indicia of IXJhc rise. The required observations for reasonable suspicion testing will be made by a Supervisor or other person designated by the City who has received appropriate training in identification of actions, appearance, and conduct for a dDriver which are indicative of the use of alcohol or controlled substance. These observations will be reflected in writing on a Reasonable Suspicion Record Form. The person who makes the determination that reasonable suspicion exists to conduct an alcohol Page 18 test will not conduct the alcohol test of the dDriver, which shall instead be conducted by another qualified person. If a reasonable suspicion alcohol test is not administered within two (2) hours following the determination of reasonable suspicion, the City will prepare and maintain on file a record stating the reasons the alcohol test was not promptly administered. If a reasonable suspicion alcohol test is not administered within eight (8) hours following the determination of reasonable suspicion, the City will prepare and maintain on file a record stating the reasons the alcohol test was not administered, and will cease attempts to conduct the alcohol test. If a reasonable suspicion controlled substance test is not administered within thirty-two (32) hours following the determination of reasonable suspicion, the City will cease attempts to administer a controlled substance test and will prepare a record stating the reasons for not administering the test. Notwithstanding the absence of a reasonable suspicion test, no dDriver may report for duty or remain on duty requiring the performance of safety -sensitive functions while the dDriver is under the influence of or impaired by alcohol, as shown by the behavioral, speech, and performance indicators of alcohol use, nor will the City permit the dDriver to perform or continue to perform safety -sensitive functions until (1) an alcohol test is administered and the dDriver's alcohol concentration is less than 0.02; or (2) twenty-four (24) hours have elapsed following the determination of reasonable suspicion. Return -to -Duty Testing The City reserves the right to impose discipline against dDrivers who violate applicable FMCSA rules or this policy, subject to applicable personnel and collective bargaining agreements. Except as otherwise required by law, the City is not obligated to reinstate or re -qualify such dDrivers for a first positive test result. Should the City consider reinstatement of such a dDriver, the dDriver must undergo a Substance Abuse Professional ("SAP") evaluation and participate in any prescribed education/treatment, and successfully complete return -to -duty alcohol test with a result indicating an alcohol concentration of less than 0.02 if the conduct involved alcohol, or a controlled substance test with a verified negative result if the conduct involved a controlled substance, before the dDriver returns to duty requiring the performance of a safety -sensitive function. The SAP determines if a driver has completed the education/treatment as prescribed. The driveremplayee is responsible for paying for all costs associated with the return -to -duty test. The controlled substance test will be conducted under direct observation. Follow -Un Testing The City reserves the right to impose discipline against dDrivers who violate applicable FMCSA rules, subject to applicable personnel policies and collective bargaining agreements. Except as otherwise required by law, the City is not obligated to reinstate or re -qualify such dDrivers. Should the City reinstate a dDriver following determination by a Substance Abuse Professional that the dDriver needs assistance to resolve problems associated with alcohol use and/or use of controlled substance, the City will ensure that the dDriver is subject to unannounced follow-up alcohol and/or controlled substance testing. The number and frequency of such follow-up testing will be directed by the c..,......ne Abuse Professional SAP and consist of at least six (6) tests in the first twelve (12) months following the dDriver's return to duty. Follow-up testing will not Page 19 exceed sixty (60) months from the date of the dDriver's return to duty. Follow-up alcohol testing will be conducted only when the dDriver is performing safety -sensitive functions, just before the dDriver is to perform safety -sensitive functions, or just after the dDriver has ceased performing safety -sensitive functions.- The driveremplayee is responsible for paying for all costs associated with follow-up tests. 49 C.F.R. $ 40.307(d). Cost of Required Testing. The City will pay for the cost of pre-employment, post -accident, random, and reasonable suspicion controlled substance and alcohol testing requested or required of all job applicants and employees. The driver must pay for the cost of all requested confirmatory re -tests, return -to -duty, and follow-up testing. Required Prior Controlled Substance and Alcohol Checks for Applicants The City will conduct prior drug and alcohol checks of applicants for employment to drive a commercial motor vehicle. -Applicants must execute a consent form authorizing the City to obtain the required information.- The City will obtain (pursuant to the applicant's written consent) information on the applicant's alcohol test with a concentration result of 0.04 or greater, positive controlled substance test results, and refusals to be tested within the preceding three (3) years which are maintained by the applicant's previous employers.- The City will obtain all information concerning the applicant which is maintained by the applicant's previous employers within the preceding three (3) years pursuant to DOT and FMCSA controlled substance and alcohol testing regulations. -The City will review such records, if feasible, prior to the first time a driver performs safety -sensitive functions. Prohibited Conduct The following conduct is explicitly prohibited by applicable DOT and FMCSA regulations and therefore constitutes violation of City policy. Under the influence of alcohol when reporting for duty or while on duty. No driver may report for duty or remain on duty requiring the performance of safety -sensitive functions while having an alcohol concentration of 0.04 or greater.- Drivers reporting for duty or remaining on duty to perform safety -sensitive functions while having an alcohol concentration of 0.02, but less than 0.04, will be removed from duty for 24 hours, escorted home, and placed on unpaid leave for hours missed from work.- Employees may choose to use vacation, sick, comp time, or PTO when in place. On -Duty Use of Alcohol. No driver may use alcohol while performing safety -sensitive functions. Pre -Duty Use of Alcohol. No driver may perform safety -sensitive functions within four (4) hours after using alcohol.- If an employee has had alcohol within four hours they are to notify their supervisors before performing any safety -sensitive functions. Alcohol Use Following an Accident. No driver required to take a post -accident alcohol test may use alcohol for eight (8) hours following the accident, or until the driver undergoes a post -accident alcohol test, whichever occurs first. Page 1 10 Refusal to Submit to a Reouired Alcohol or Controlled Substance Test. No applicant or driver may refuse to submit to pre-employment; post -accident, random, reasonable suspicion. or follow- up alcohol or controlled substance testing. In the event an applicant or driver does in fact refuse to submit to required alcohol or controlled substance testing, no test will be conducted pursuant to this Policy. This does not affect a law enforcement aeencv's abilitv to obtain a test sample if permitted by law. —Refusal by a driver to submit to controlled substance or alcohol testing will be considered a positive test result, will cause disqualification from performing safety -sensitive functions, and may appear on the driver's permanent record. -Drivers who refuse to submit to testing will be subject to discipline, up to an including termination. -If an applicant refuses to submit to pre-employment controlled substance testing, any applicable conditional offer will -shall be withdrawn. For purposes of this section, a driver is considered to have refused to submit to an alcohol or controlled substance test when the driver: • Fails to provide adequate breath for alcohol testing without a valid medical explanation after he or she has received notice of the requirement for breath testing. • Fails to provide adequate urine for controlled substance testing without a genuine inability to provide a specimen (as determined by a medical evaluation), after he or she has received notice of the requirement for urine testing. • Fails to report for testing within a reasonable period of time, as determined by the City. • Fails to remain at a testing site until testing is complete. • In the case of directly observed or monitored collection, fails to permit observation or monitoring. • Fails or declines to take a second test as required by the City and/or collector. • Fails to undergo a medical examination as directed by the City pursuant to federal law. • Refuses to complete and sign the alcohol testing form, to provide a breath or saliva sample, to provide an adequate amount of breath, or otherwise cooperate in any way that prevents the completion of the testing process. • Engages in conduct that clearly obstructs the test process. Alterine or attemntine to alter a urine sample or breath test. A driver altering or attempting to alter a urine sample or controlled substance test, or substituting or attempting to substitute a urine sample, will be subject to providing a specimen under direct observation. Both specimens will be subject to laboratory testing. In such case, the employee may be subject to immediate termination of employment and any job offer made to an applicant will be immediately withdrawn. Controlled Substance Use. No driver may report for duty or remain on duty requiring the performance of safety -sensitive functions when the driver uses any controlled substance, except when the use is pursuant to the instructions of a licensed medical practitioner who has advised the driver in writing that the substance does not adversely affect the driver's ability to safely operate a commercial motor vehicle. —Drivers must forward this information regarding therapeutic controlled substance use to the City immediately after receiving any such advice and sin any necessary releases of information for the City to verify this information. - Page 111 Having a medical marijuana card and/or a cannabis prescription from a physician does not allow anyone to use or possess that drug in the Ceity's workplace. The federal government still classifies cannabis as an illegal drug. There is no acceptable concentration of marijuana metabolites in the urine or blood of an employee who performs safety -sensitive duties for the City. Employees are still subject to being tested under our policies, as well as for being disciplined, suspended or terminated after testing positive for cannabis while at work. Controlled Substance Testing,. No driver may report for duty, remain on -duty, or perform a safety - sensitive function if the driver tests positive for controlled substance. Collection and Testing Procedures Drivers are required to report immediately upon notification to the collection site. For random tests conducted off site, employees may use a City vehicle to drive to the collection site. Drivers will be expected to provide a photo ID card for identification to the collection staff. All drivers will be expected to cooperate with collection site personnel request to remove any unnecessary outer garments such as coats, sweaters or jackets. Drivers and will be required to empty their pockets. Collection personnel will complete a Federal Custody and Control Form ("CCF") which drivers providing a sample will sign as well. Alcohol Testing Employees will be tested for alcohol just before, during, or immediately following performance of a safety -sensitive function. If a driver is also taking a DOT controlled substance test, generally speaking, the alcohol test is completed before the urine collection process begins. Screening tests for alcohol concentration will be performed utilizing a non -evidential screening device included by the National Highway Traffic Safety Administration on its conforming products list (e.g. , a saliva screening device) or an evidential breath testing device (EBT) operated by a trained breath alcohol technician (BAT) at a collection site. An alcohol test usually takes approximately 15 minutes if the result is negative. If a driver's first attempt is positive (with an alcohol concentration of .02 or greater), the driver will be asked to wait at least 15 minutes and then be tested again. The driver may not eat, drink or place anything in his/her mouth (e.g., cigarette, chewing gum) during this time. The driver shall comply with all instructions the collectorig ves. All confirmation tests will be conducted in a location that affords privacy to the dDriver being tested, unless unusual circumstances (e.g. when it is essential to conduct a test outdoors at the scene of an accident) make it impracticable to provide such privacy. Any results less than 0.02 alcohol concentration is considered a -`negative'-' test result. If a breath test is being conducted, and a dDriver does not provide a sufficient amount of breath to permit a valid breath test, the collector will instruct the dDriver the proper way to provide sufficient amount of breath, and ask the dDriver to attempt to provide a sufficient amount of breath a second time. If the dDriver again attempts and fails to provide a sufficient amount of breath, the collector may provide another opportunity for the dDriver to do so if the collector believes there is a strong likelihood that another opportunity could result in a sufficient amount of breath. The collector may then change to a saliva alcohol screening test, if the collector is qualified to provide such a test. If none of these procedures result in a sufficient amount of breath for an alcohol test, the deriver must obtain, within five days, a written evaluation from a licensed physician acceptable to the City who has expertise in the medical issues raised by the employee driver's failure to provide a sufficient specimen for testing. If the licensed physician concludes that a medical condition has, or with a high degree of probability could have, precluded the dBriver from providing a sufficient Page 112 specimen, the City will consider the test to be canceled. If the licensed physician cannot make such a determination, the City will consider the dDriver to have refused to engage in the testing process; and will take appropriate disciplinary action under this policy. If the collector is utilizing a saliva alcohol test, and the employee is unable to provide sufficient saliva to complete the test on a saliva screening device, the collector will conduct a new screening test using a new screening device. If the employee has not provided a sufficient amount of saliva to complete the new test, the collector will arrange to administer an alcohol test to the employee using a breath testing device. Controlled Substance Testing The City will use a "split urine specimen" collection procedure for controlled substance testing. Collection of urine specimens for controlled substance testing will be conducted by an approved collector and will be conducted in a setting and manner calculated to ensure the dDriver's privacy. The collection facility will be responsible for maintaining a proper chain of custody for delivery of the sample to a DHHS -certified laboratory for analysis. The laboratory will retain a sufficient portion of any positive sample for testing and store that portion in a scientifically -acceptable manner for a minimum of twelve (12) months. 49 C.F.R. & 40.3. Controlled substance testing generally takes about 15 minutes.- At the collection site, the driver will be given a sealed container and must provide at least 45 ml of urine for testing.- Once the sample is provided, the collection personnel will check the temperature and color and look for signs of contamination. -The urine is then split into two separate specimen containers (A, or "primary," and B, or "split") with identifying labels and security seals affixed to both. -The collection facility will be responsible for maintaining a proper chain of custody for delivery of the sample to an -DHHS-certified laboratory for analysis. The laboratory will retain a sufficient portion of any positive sample for testing and store that portion in a scientifically_ acceptable manner for a minimum 365 --day period. If an employee fails to provide a sufficient amount of urine to permit a controlled substance test (45 milliliters of urine), the collector will discard the insufficient specimen, unless there is evidence of tampering with that specimen. The collector will urge the dDriver to drink up to 40 ounces of fluid, distributed reasonably for a period of up to three hours, or until the dDriver has provided a sufficient urine specimen, whichever occurs first. If the dDriver has not provided a sufficient specimen within three hours of the first unsuccessful attempt, the collector will cease efforts to attempt to obtain a specimen. The dDriver must then obtain, within five working days, an evaluation from a licensed physician, acceptable to the MRO, who has expertise in the medical issues raised by the employee's failure to provide a sufficient specimen. If the licensed physician concludes that a medical condition has, or with a high degree of probability could have, precluded the Driver from providing a sufficient amount of urine, the City will consider the test to have been canceled. If a licensed physician cannot make such a determination, the City will consider the Driver to have engaged in a refusal to test, and will take appropriate disciplinary action under this policy. The primary specimen is used for the first test. If the test is negative, it is reported to the MRO who then reports the result, following a review of the CCF Form for compliance, to the City. If the initial result is positive or non -negative, a "confirmatory retest" will be conducted on the primary specimen. If the confirmatory re -test is also positive, the result will be sent to the MRO. Page 1 13 The MRO will contact the driver to verify the positive result. If the MRO is unable to reach the driver directly, the MRO must contact the City who will direct the driver to contact the MRO. Chain of Custodv and Confidentialitv of Test Results All controlled substance and alcohol testing will be performed in compliance with applicable law, including use of an appropriately_ -licensed urine testing laboratory which observes applicable control and custody procedures. The City will use procedures to test for the presence of alcohol and controlled substance in order to protect the dDriver and the integrity of the testing process, safeguard the validity of the test results, and ensure that test results are attributed to the correct dDriver. All reports of tests will be kept in the strictest confidence by the laboratory and provided only to the City and the City's MRO, unless the dDriver provides written consent or disclosure is otherwise permitted or required by law. Review by Medical Review Officer (MRO) Results of controlled substance tests will be sent by the testing laboratory to an independent Medical Review Officer (MRO) selected by the City. The MRO is a licensed physician with knowledge and clinical experience in substance abuse disorders and is responsible for performing many functions, including reviewing and interpreting test results, reviewing the dDriver's medical history to explain a positive test result, and nefi64ngnotifvina d4)rivers of confirmed positive test results. Drivers who have been tested for controlled substances must remain available following the test to be contacted by the MRO. Prior to making a final decision to verify a positive test result, the MRO will give the individual an opportunity to discuss the test result. The MRO, or a staff person under the MRO's supervision, will contact the individual directly, on a confidential basis, to determine whether the individual wishes to discuss the test result. If the individual wishes to discuss the test result: • The individual may be required to speak and/or meet with the MRO, who will review the individual's medical history, including any medical records provided; • The individual will be afforded the opportunity to discuss the test results and to offer any additional or clarifying information which may explain the positive test result; • If there is some new information which may affect the original finding, the MRO may request the laboratory to perform additional testing on the original specimen in order to further clarify the results; and • A final determination will be made by the MRO that the test is either positive or negative, and the individual will be so advised. If the MRO determines that there is a legitimate medical explanation for a confirmed positive test result, the MRO will report the test result to the City as negative. If the MRO determines that there is no legitimate medical explanation for a confirmed positive test result, the MRO will report the positive test result to the City in accordance with DOT regulations. Based on a review of laboratory reports, quality assurance and quality control data, and other controlled substance test results, the MRO may conclude that a particular confirmed positive controlled substance test result is scientifically insufficient for further action. Under these circumstances, the MRO will conclude Page 114 that the test is negative for the presence of controlled substances or controlled substance metabolites in a dDriver's system. The driver can request the MRO to have the split specimen (the second `B" container) tested at the driver's expense.- This includes all costs that may be associated with the re -test. -There is no split specimen testing for an invalid result. -The driver has 72 hours after they have been notified of the positive result to make this request.- If the employee requests an analysis of the split specimen, the MRO will direct the laboratory to send the split specimen to another certified laboratory for analysis. If an employee has not contacted the MRO within 72 hours, the employee may present information documenting that serious injury, illness, lack of actual notice of the verified test result, inability to contact the MRO, or other circumstances unavoidably prevented the employee from making timely contact. If the MRO concludes there is legitimate explanation for the employee's failure to contact within 72 hours, the MRO will direct the analysis of the split specimen. If the results of the split specimen are negative, the City may pay for all costs associated with the rest and there will be no adverse action taken against the employee or job applicant. Notification of Test Results Job Applicants: The City will notify an applicant of the results of a pre-employment controlled substance test if the applicant requests such test results within sixty (60) calendar days of being notified of the disposition of the applicant's employment application. Employees: The City will notify a dDriver of the results of random, reasonable, suspicion, and post -accident tests for controlled substance if the test results are verified positive, and will inform the dDriver which controlled substance or substances were verified as positive. Results of alcohol tests will be immediately available from the collection agent. Right to Confirmatory Retest: Within seventy-two (72) hours after receiving notice of a positive controlled substance test result, an applicant or dDriver may request thfeug"the (�-a confirmatory retest of the dDriver's split specimen through the MRO. Action required by federal regulation as a result of a positive controlled substance (e.g. removal from safety -sensitive functions) will not be stayed during retesting of the split specimen. If the result of the confirmatory retest fails to reconfirm the presence of the controlled substance(s) or controlled substance metabolite(s) found in the primary specimen, or if the split specimen is unavailable, inadequate for testing or untestable, the MRO will cancel the test. Drivers will be reimbursed for any pay lost if taken out of service based upon a positive test result which is later negated by a confirmatory retest, and no adverse personnel action will be taken against the dDriver or job applicant based on the original test. Dilute Specimens: a. Dilute Positives. If the City receives information that a Driver has provided a dilute positive specimen, the City will consider the employee to have tested positive under this policy. a. Page 115 —Dilute Negatives. LOW (1) The laboratory reported to the MRO that a specimen is invalid, and the MRO reported to the City that there was not an adequate medical explanation for the result; —The MRO reported to the City that the original positive, adulterated, or substituted result had to be cancelled because the test of the split specimen could not be performed; or QL04--If the MRO directs the City to conduct a recollection under direct observation (i.e., because the creatinine concentration of the specimen was equal to or greater than 2mg/dL, but less than or equal to 5 mg/dL (see 49 C.F.R. §-40.155(c)), the City will direct the dDriver to immediately re -test. Refusal to Submit a Test Drivers and applicants have the right to refuse to submit to an alcohol or controlled substance test pursuant to this Policy. If a dBriver or applicant refuses, no test will be conducted pursuant to this Policy. This Policy does not affect a law enforcement agency's ability to lawfully obtain a chemical sample. However, such a refusal by a dDriver will be considered a positive test result, will cause disqualification from performing safety sensitive functions, and will result in discipline pursuant to this policy. If an applicant refuses to submit to pre-employment testing, any conditional offer of employment will be withdrawn. Consequences for Drivers engaging in Prohibited Conduct A. Job Applicants. The City's conditional offer of employment will be withdrawn from any job applicant or employee seeking a transfer who refuses to be tested or tests positive for a controlled substance pursuant to this policy. B. Removal from Safetv-Sensitive Function. Employees shall not be permitted to perform safety - sensitive functions; Federal Highway Administration (FHWA) rules require that in the event of an alcohol test result over .02 but less than 0.04, an employee shall not be permitted to perform safety -sensitive functions for at least 24 hours. If a driver tests positive under this policy, or is found to have an alcohol concentration of .02 or greater but less than .04, the driver will be removed from safety -sensitive duties and escorted home; -the driver should not drive home; but be escorted to his or her home. -The driver may use vacation, sick, comp time, or PTO when in place for hours missed from work. C. Notification of Resources. The City shall advise employees of the resources available to them, including but not limited to the City's EAP, in evaluating and resolving problems associated with misuse of alcohol or use of controlled substances,,—, including the names, addresses, and telephone numbers of Substance Abuse Profession lsSAPs and counseling and treatment programs. -The City will provide this SAP listing in writing at no cost to the driver. Page 116 D. Evaluation and Follow-up Testing. Employees shall be evaluated by a pfo€essienalSAP as determined by the City. The subs.. nee abuse pFo f ..sieiia SAP shall determine what assistance, if any, the employee needs in resolving problems associated with alcohol misuse and/or controlled substance use. In addition, each employee identified as needing assistance in resolving problems associated with alcohol or controlled substances shall be evaluated by a Sabs:anoc Ahvcc PrafessienalSAP to determine that the enMgiver has followed the rehabilitation program prescribed. E. Resoonsibilitv for Cost of Evaluation and Rehabilitation. Drivers will be responsible for paying the cost of evaluation and rehabilitation (including services provided by a gubstanee AhKise SAP) recommended or required by the City or FMCSA or DOT rules, except to the extent that such expense is covered by an applicable employee benefit plan or imposed on the City pursuant to a collective bargaining agreement. F. Return -to -Duty. Before an employee returns to duty requiring performance of a safety - sensitive function he/she shall undergo a retum-to-duty test with a result indicating a breath alcohol level of less than 0.02 if the conduct involved alcohol, or a controlled substance test with a verified negative result if the conduct involved controlled substance use. The employee shall also be subject to unannounced follow-up alcohol and controlled substance testing following the employee's return to work. This testing shall be as directed by the S�stanee Abuse o..,,r ssio... 4 SAP and federal law. G. Refusal to test. All drivers and applicants have the right to refuse to take a required alcohol and/or controlled substance test. -If an employee refuses to undergo testing, the employee will be considered to have tested positive and may be subject to disciplinary action, up to and including termination. -Refer to Refusing to Test provided earlier in this policy. H. Discipline. The City reserves the right to impose whatever discipline the City deems appropriate in its sole discretion, up to and including termination for a first occurrence, against drivers who violate applicable FMCSA or DOT rules or this policy, subject to applicable personnel policies and collective bargaining agreements. Except as otherwise required by law, the City is not obligated to reinstate or requalify such drivers following a first positive confirmed controlled substance or alcohol test result. The Clearinghouse The Clearinghouse is electronic database containing records of violations of drug and alcohol prohibitions in 49 C.F.R. & 382, Subpart B. The database will include positive drug or alcohol test results, refusals, and other drug and alcohol violations for CDL drivers. When a driver completes the return -to -duty process. this information will also be recorded in the Clearinghouse. Pre-employment query Page 117 As of January 6, 2020, the Citv will not emDlov a driver without first conducting a Dre- emolovment auery of the Clearinghouse to obtain information about whether the annlicant has controlled substances test result: has an alcohol confirmation test with a concentration of 0.04 or higher: has refused to submit to a test in violation of 6 382.211: or that an emnlover has renorted actual knowledge, as defined at 6 382.107, that the driver used alcohol on dutv in violation of 6 382.205, used alcohol before dutv in violation of 6 382.207, used alcohol following an accident in violation of 6 382.209, or used a controlled substance, in violation of 6 382.213. 49 C.F.R. 6 382.701(a). if an aDDlicant does not consent to this Dre-emolovment auerv, the Citv will not offer the annlicant emolovment, and anv conditional offer for emolovment will be withdrawn. Annual Full Ouery for Drivers As of January 6, 2020, the Citv shall conduct a auery of Clearinghouse at least once Der vear for all drivers. All drivers must Drovide snecific consent for this annual full auerv. 49 C.F.R. 6 382.701(b)(1). Limited Ouery In lieu of a full auerv, the Citv may conduct a limited auery to satisfv the annual auery reauirement. A limited auery will tell the Citv whether there information in the Clearinghouse about the driver, but it will not release that information to the Citv. A driver must consent to a limited auerv. but a driver's consent for a limited auery can be effective for more than one _vear. 49 C.F.R. 6 382.701(b)(2). Positive Limited Ouery If the limited auery shows that information exists in the Clearinghouse about the individual driver, the Citv must conduct a full auerv, within 24 hours of conducting the limited auerv. If the Citv does not complete the full auery within 24 hours. then the Citv shall not allow the driver to continue to perform anv safetv-sensitive function until the emolover conducts a full auerv. Citv Notification The Citv will be notified if anv information is entered about a driver or an_ Dlicant within 30 dav_ s of the Citv's auery 49 C.F.R. 6 382.701(c). Prohibition for Drivers The Citv will not allow a driver to perform anv safety -sensitive function if the results of a Clearinghouse auery demonstrate that the driver: • Has a verified Dositive, adulterated, or substituted controlled substances test result; • Has an alcohol confirmation test with a concentration of 0.04 or hie_ her: • Has refused to submit to a test in violation of 6 382.211: or • That an emolover has reDorted actual knowledge, as defined at 6 382.107, that the driver used alcohol on dutv in violation of 6 382.205, used alcohol before dutv in violation of 6 382.207, used alcohol following an accident in violation of 6 382.209, or used a controlled substance in violation of 6 382.213, excen_ t where a auery of the Clearinghouse demonstrates: Page 1 18 I . That the driver has successfully completed the SAP evaluation, referral, and education/treatment process: achieves a negative return -to -duty test result: and completes the follow-up testing elan prescribed by the SAP: or 2. If the driver has not completed all follow -un tests as prescribed by the SAP and specified in the SAP report, the driver has completed the SAP evaluation. referral, and education/treatment process and achieves a negative return-to-dutv test result, and Citv assumes the responsibility for managing the follow-uD testing process associated with the testing violation. Recordkeening Reuuired The Citv will retain a record of each auery and all information received in response to each auery made under this section for a period of three (3) vears. On January 6. 2021 the Cit_v's_ maintenance of its registration with the Clearinghouse will satisfv this recordkeen_ in_Q requirement. Background Checks The Citv will continue to conduct background checks with previous emDlovers until the Clearinghouse has been in operation for 3 vears (January 6. 2023). After 3 vears of operation. the drug and alcohol background check reauired by 40 C.F.R. 6 382 will be satisfied by auerving the Clearinghouse. The Citv may still contact a driver's previous DOT -regulated em_plover for this information in its discretion. The Citv's Obligation to Report to the Clearinghouse The Citv is required to collect, maintain, and renort personal information of a_n_nlicants and drivers to the Clearinghouse if an aDDlicant or driver: • Has a verified Dositive. adulterated. or substituted drug test result; • An alcohol confirmation test with a concentration of 0.04 or higher; • A refusal to submit to a drug or alcohol test, • An emplover's report of actual knowledge that a driver has used alcohol or controlled substances, as defined at 49 C.F.R. 6 382.107: • On-dutv alcohol use while performing safety -sensitive functions pursuant to 49 C.F.R. S 382.205• • Pre-dutv alcohol use within four hours before oerforming a safety -sensitive function pursuant to 49 C.F.R. 6 382.207. • Alcohol use following an accident pursuant to 49 C.F.R. 6 382.209; • Drug use pursuant to 49 C.F.R. 6 382.213: • A SAP's report of the successful completion of the return-to-dutv process: • A negative return-to-dutv test: and, • An emolover's renort of completion of follow-up testing. Page 119 49 C.F.R. & 601(b)(12). W. Emplovee Assistance Program The City has in place a formal employee assistance program (EAP) to assist employees in addressing serious personal or work-related problems at any time. The City's EAP provides confidential, cost-free, short-term counseling to employees and their families. Employees who may have an alcohol or other drug abuse problem are encouraged to seek assistance before a problem affects their employment status. --Contact Human Resources for additional information on the City's EAP program. Sins or Svmptoms of Alcohol or Drug Abuse Some of the most common physical, psychological, and behavioral signs and symptoms of drug or alcohol abuse are: • Poor coordination • Slurred speech • Impaired thinking • Memoa impairment • Diverting energy from work, family, and social life in order to drink or use drugs • Being secretive about the extent of the alcohol abuse in order to protect it • Engaging in risky behavior, such as impaired driving • Beim in denial about the extent of the alcohol abuse problem • Becoming distressed at the prospect of not having, access to alcohol • Symptoms of withdrawal may include shaking anxiety, irritability, confusion fever, and rapid heartbeat. Employees who have concerns about another employee may seek assistance from their immediate supervisor or Human Resources Human Resources will provide resources and intervene when necessary to assist an employee experiencing alcohol or drug abuse problems. 49 C.F.R. $ 601 NO I). Policv Contact for Additional Information If you have any questions about this policy or the City's drug and alcohol testing procedures, you may contact your immediate supervisor or Human Resources to obtain additional information. Page 120 City Council Agenda: 11/25/2019 2J. Consideration of approving the purchase of a new 2020 Toro Groundsmaster 5910 from MTI Distributing at the state contract price of $111,845 for the Park Department through the Central Equipment (Internal Service) Fund. (TP) A. REFERENCE AND BACKGROUND: City Council is asked to accept a quote from the state contract holder MTI distributing (Toro), and to authorize the purchase of a complete 2020 Toro Groundsmaster 5910 for the Parks Department. The 2020 Toro Groundsmaster 5910 is equipped with a 16'cutting deck and will help the Parks Department to efficiently manage the large acres of turf grass at Bertram Chain of Lakes Athletic Complex. The new mower will be stored and operated out of the newly refurbished park shop shared with Wright County at the Bertram Chain of Lakes Regional Park. Al. Budget Impact: The new 2020 Toro Groundsmaster 5910 will be financed by the Central Equipment Fund in 2020. The Central Equipment Fund is an internal service fund that provides financing for governmental fund (General Fund) capital equipment purchases of $10,000 or more. The Central Equipment Fund recovers equipment costs with annual lease payments from the benefitting department. The annual recovery for this purchase is $13,800. A2. Staff Workload Impact: Improve staff efficiencies. B. ALTERNATIVE ACTIONS: 1. Motion to approve purchase of anew 2020 Toro Groundsmaster 5910 from MTI Distributing at the state contract price of $111,845 for the Parks Department through the Central Equipment (Internal Service) Fund. 2. Motion to deny the purchase of 2020 Toro Groundsmaster 5910 at this time. C. STAFF RECOMMENDATION: City staff recommends purchasing the new Toro Groundsmaster as outlined in Alternative # 1. D. SUPPORTING DATA: A. State contract quote from MTI Distributing B. Picture of Toro Groundsmaster 5910 Tom Pawelk City of Monticello MTI Distributing Equipment Proposal October 15, 2019 Expiration Date: 1/31/2019 MINNESOTA STATE CONTRACT PRICING - CONTRACT #150841 Qty Model Number Description Price Extended Price 1 31699 Groundsmaster 5910 (T4) $110,741.35 $110,741.35 1 30706 North American Road Light Kit $454.48 $454.48 1 RADIO Radio for GM5910 $650.00 $650.00 TOTALS Equipment Total $111,845.83 6.875% Sales/Use Tax Exempt Total $111,845.83 Optional CSC ($1 Buyout) Financing available through TCF Equipment Finance NO PAY UNTIL MAY 2020 60 Monthly Payments: $2,307.03 Rates are subject to credit approval, $250.00 doc fee applies *No Pay & No Interest until May 2020 Finance Option through TCF Financial- Rates are subject to change without notice / $250.00 Doc Fee / 1st Payment due in May 2020 /CSC Pay -Off Option: Payment of Note in Full Prior to May 1, 2020 will void all future interest Quote is valid until January 31, 2019 New Toro commercial equipment comes with a two-year manufacturer warranty Equipment delivery at no additional charge All commercial products purchased by a credit card will be subject to a 2.5% service fee. Thank you for the opportunity to submit this quote. If you have any questions, please do not hesitate in contacting us. Larry Gorman, SCPS Outside Sales Representative 612-877-0830 Karen Wangensteen Inside Sales Representative 763-592-5643 MTI Distributing, Inc. • 4830 Azelia Avenue N. #100 • Brooklyn Center, MN 55429 Council Agenda: 11/25/2019 2K. Consideration of adopting Resolution 2019-85 approving Change Order No. 1 and accepting improvements and authorizing final vavment of $51,057 to Landwehr Construction for the Chelsea Road Utilitv and Street Improvements, Citv Proiect 17C001, and the CSAH 39/Gillard Avenue Turn Lane Improvements, Citv Proiect 16CO04 (ML) A. REFERENCE AND BACKGROUND: This project included street, pathway and utility improvements along Chelsea Road between Fallon Avenue and TH 25. The project also included construction of right and left turn lane improvements at the intersection of CSAH 39 and Gillard Avenue. Construction began in 2018 and was substantially complete in the fall of 2018. Minor work and punch list items were completed in 2019. The contractor recently submitted complete the final paperwork listed below, therefore the Council is being requested to accept the project as complete and approve final payment to Landwehr Construction, in the amount of $51,057 in accordance with the contract. Change Order No. 1, in the amount of $5,720, includes the addition of portable message boards at the intersection of Chelsea Road and Cedar Street as requested by City staff to notify drivers of the new all -way stop at the intersection. The final payment request represents the final quantities completed on the contract and the release of the retainage on the contract. The final construction cost totaled $2,272,569. The original contract amount was $2,365,246. Therefore, the final contract amount was $92,676 below the original contract amount. The following paperwork was recently submitted by the contractor for final payment to be released: 1. Satisfactory showing that the contractor has complied with the provisions of Minnesota Statutes 290.92 requiring withholding state income tax (IC 134 forms). 2. Evidence in the form of an affidavit that all claims against the contractor by reasons of the contract have been fully paid or satisfactorily secured (lien waivers). 3. Consent of Surety to Final Payment certification from the contractor's surety. 4. Two-year maintenance bond. It should be noted that the maintenance bond will start and extend two years from the date of final acceptance by the Council. Therefore, the two-year maintenance bond will expire on November 25, 2021. Al. Budget Impact: As noted above, the final payment due to Landwehr Construction is $51,057. Funding sources for project included special assessments, capital projects fund, and a 50% construction cost share from Wright County funds for the CSAH 39/Gillard Ave improvements. A2. Staff Workload Impact: Impacts to staff workload will be minimal and routine for the project. A. ALTERNATIVE ACTIONS: 1. Motion to adopt Resolution 2019-85 approving Change Order No. 1 and accepting improvements and authorizing final payment of $51,057 to Landwehr Construction Council Agenda: 11/25/2019 for the Chelsea Road Utility and Street Improvements and the CSAH 39/Gillard Avenue Turn Lane Improvements, City Project Nos. 17C001/16C004. 2. Motion to deny adoption of Resolution 2019-85 at this time B. STAFF RECOMMENDATION: City staff recommends approving Alternative #1. C. SUPPORTING DATA: A. Resolution 2019-85 B. Letter from WSB C. Change Order No. l D. Construction Pay Voucher No. 6 (Final) CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2019-85 RESOLUTION ACCEPTING IMPROVEMENTS AND APPROVING FINAL PAYMENT TO LANDWEHR CONSTRUCTION FOR THE CHELSEA ROAD UTILITY AND STREET IMPROVEMENTS, PROJECT 17C001, AND THE CSAH 39/GILLARD AVENUE TURN LANE IMPROVEMENTS, CITY PROJECT 16CO04 WHEREAS, pursuant to a contract with the City of Monticello, Landwehr Construction was awarded, on May 15, 2018, the Chelsea Road Utility and Street Improvement Project which included the CSAH 39/Gillard Avenue Turn Lane Improvements; and NOW THEREFORE, BE IT RESOLVED BY THE CITY OF MONTICELLO, MINNESOTA that the work completed under said contract is hereby accepted and approved and that the Mayor and City Clerk are hereby directed to issue a proper order for the final payment on such contract subject to receipt of the following: 1) Satisfactory showing that the contractor has complied with the provisions of Minnesota Statutes 290.92 requiring withholding state income tax (IC 134); 2) Evidence in the form of an affidavit that all claims against the contractor by reasons of the contract have been fully paid or satisfactorily secured; 3) Consent of Surety to Final Payment certification from the contractor's surety; 4) Two year maintenance bond to extend two years from the date of acceptance of the project by the City Council. ADOPTED BY the Monticello City Council this 25th day of November, 2019. CITY OF MONTICELLO Brian Stumpf, Mayor ATTEST: Jennifer Schreiber, City Clerk wsb November 15, 2019 Mr. Matt Leonard, P.E. City Engineer/Public Works Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Construction Pay Voucher No. 8 & Final & Change Order No. 1 Chelsea Road Utility and Street Improvements & CSAH 39 at Gillard Avenue Turn Lane Improvements City of Monticello Project Nos. 17CO01 & 16CO04 ��_wa►C.��ifi[:�iliY�:�f►��►�iY�iailiIt? o WSB Project Nos. R-010438-000 & 2596-300 U Z Dear Mr. Leonard: W m Please find enclosed Construction Pay Voucher No. 8 & Final for the above referenced project in the amount of $51,056.99. The quantities completed to date have been reviewed and agreed C. upon by the contractor. Change Order No. 1 in the amount of $5,720.00 is included in the final a amount and includes portable messaae boards reauested by the Citv for the all-wav stop at the intersection of Chelsea Road and Cedar Street co Also enclosed are the following documents required for releasing final payment to the Contractor: `° 1. Satisfactory showing that the contractor has complied with the provisions of LO Minnesota Statutes 290.92 requiring withholding state income tax (IC134 forms). Z 2. Evidence in the form of an affidavit that all claims against the contractor by reasons 2- of the contract have been fully paid or satisfactorily secured (lien waivers). U) J ° 3. Consent of Surety to Final Payment certification from the contractor's surety. a LU Z 4. Two-year maintenance bond beginning on November 25, 2019. Please include one executed copy with the payment to Landwehr Construction, Inc. and return one executea copy to our office Tor our Me. it you nave any questions or comments regaraing tnis W voucher, please contact me at 612-360-1304. Thank you. Sincerely, co W ` Z a a Shibani K. Bisson, PE XSenior Project Manager Enclosures rrh K:\010438-000\Admin\Construction Admin\Vouchers\Pay Voucher 8 & Final\R-010438-000_LTR Final Voucher Cty._20191114.docx rM STATE AID FOR LOCAL TRANSPORTATION Rev. February 2018 '"I" CHANGE ORDER SP/SAP(s) 1222-116-002 I MN Proiect No.: I I Change Order No. 11 Project Location Monticello, MN Local Agency City of Monticello Local Project No. 17CO01 Contractor Landwehr Construction, Inc. Contract No. Address/City/State/Zip 846 3314 Street S. St. Cloud, MN 56301 Total Change Order Amount $ $5,720 Additional traffic control was needed notifying the traveling public of a permanent traffic control change at the intersection of Chelsea Road and Cedar Street. 2021.501 1 Mobilization 2563.613 1 Portable Changeable Message Sign I I I I I ILS I S 1,320.00 I UDAY 1$110.00 � I I � I I I I I I I I I t I I I 'Group/funding category is required for federal aid projects 1 40 1$1,320.00 1 $4.40D.00 1$5,720.00 (X ) Is NOT changed I ( ) May be revised as provided in MnDOT Specification 1806 ( ) Is Increased by Working Days I ( ) Is Increased by Calendar Days ( ) Is Decreased by Working Days ( ) Is Decreased by Calendar Days Approved by Project Engineer: Date: 09/30/19 Print Name: Eric Eckman Phone: 7633--512-5257 Approved by ntractor: Date: ! 70 r� �5 �/ , ? !� Print Name: .? „o k 11t/�� c-� 7T` Phone: DSAS Portion: The State of Minnesota is not a participant in this contract. Signature by the District State Aid Engineer is for FUNDING PURPOSES ONLY and for compliance with State and Federal Aid Rules/Policy. Eligibility does not guarantee funds will be available. This work is eligible for: _ Federal Fy ding )LState Aid Funding k Local funds District State Aid Engineer: (, / Date: o WS3 CITY OF MONTICELLO 505 Walnut St Monticello, MN 55362-1147 Project R-010438-000 - Chelsea Road Utility and Street Improvements & CSAH 39 at Gillard Avenue Turn Lane Improvements Final Pay Voucher No. 8 Contractor: Landwehr Construction, Inc 846 South 33rd St St. Cloud, MN 56302 Contract Amounts Original Contract $2,365,246.25 Contract Changes $381.73 Revised Contract $2,365,627.98 Work Certified To Date Base Bid Items $2,272,187.84 Backsheet ($5,338.27) Change Order $5,720.00 Supplemental Agreement $0.00 Work Order $0.00 Material On Hand $0.00 Total $2,272,569.57 Contract No. Vendor No. For Period: 10/8/2019 - 11/4/2019 Warrant # Date Funds Encumbered Original $2,365,246.25 Additional N/A Total $2,365,246.25 Work Certified Work Certified Less Amount Less Previous Amount Paid Total Amount This Pay Voucher To Date Retained Payments This Pay Voucher Paid To Date R-010438-000 $5,720.00 $2,272,569.57 $0.00 $2,221,512.58 $51,056.99 $2,272,569.57 Percent Retained: 0.0000% Amount Paid This Final Pay Voucher $51,056.99 1 hereby certify that a Final Examination has been made of the noted Contract, that the Contract has been completed, that the entire amount of Work Shown in this Final Voucher has been performed and the Total Value of the Work Performed in accordance with, and pursuant to, the terms of the Contract is as shown in this Final Voucher. Approved By Approved By Landwehr Construction, Inc. L Engineer Contractor 11/5/2019 Date Date Constructi erver City of Monticello Date Date 1 R-010438-000 Payment Summary Work No. From Date To Date Work Certified No. To Date Retained Per Pay Voucher 1 06/04/2018 06/30/2018 $512,531.67 2 07/01/2018 07/31/2018 $726,749.54 3 08/01/2018 08/31/2018 $532,731.74 4 09/01/2018 09/30/2018 $167,548.44 5 10/01/2018 10/31/2018 $247,820.19 6 11/01/2018 05/30/2019 $76,048.24 7 05/31/2019 10/07/2019 $3,419.75 8 10/08/2019 11/04/2019 $5,720.00 05 Local Totals: $2,272,569.57 R-010438-000 Fundinq Cateqory Report Funding Work Less Category Certified Amount No. To Date Retained 001 927,596.23 0.00 002 269,168.50 0.00 003 816,001.08 0.00 004 259,803.75 0.00 005 0.00 0.00 Totals: $2,272,569.56 $0.00 R-010438-000 Fundinq Source Report Less Previous Payments 903,438.71 263,785.13 799,681.06 254,607.67 0.00 $2,221,512.57 CITY OF MONTICELLO 505 Walnut St Monticello, MN 55362-1147 Project No. R-010438-000 Final Pay Voucher No. 8 Amount Retained Per Pay Voucher $25,626.58 $36,337.48 $26,636.59 $8,377.42 $12,391.01 $3,802.41 ($67,834.50) ($45,336.99) $0.00 Amount Paid This Pay Voucher 24,157.52 5,383.37 16,320.02 5,196.08 0.00 $51,056.99 Amount Paid Per Pay Voucher $486,905.09 $690,412.06 $506,095.15 $159,171.02 $235,429.18 $72,245.83 $71,254.25 $51,056.99 $2,272,569.57 Total Amount Paid To Date 927,596.23 269,168.50 816,001.08 259,803.75 0.00 $2,272,569.56 Accounting Funding Amount Paid Revised Funds Paid To No. Source This Contract Encumbered Contractor Pay Voucher Amount To Date To Date 01 MSA/Local Roadway 24,157.52 997,157.25 991,437.25 927,596.23 02 MSA/Local Storm Sewer 5,383.37 160,678.66 160,678.66 269,168.50 03 Local 16,320.02 941,488.82 946,827.09 816,001.08 04 County Road 5,196.08 133,151.63 133,151.63 259,803.75 05 Local 0.00 133,151.63 133,151.63 0.00 Totals: $51,056.99 $2,365,627.98 $2,365,246.25 $2,272,569.56 2 3 CITY OF MONTICELLO 505 Walnut St Monticello, MN 55362-1147 Project No. R-010438-000 Final Pay Voucher No. 8 R-010438-000 Proiect Material Status Quantity Amount Line Item Description Units Unit Price Contract This This Quantity Amount Quantity Pay Pay To Date To Date Voucher Voucher SCHEDULE A. CHELSEA ROAD IMPROVEMENTS 11 2021.501 MOBILIZATION LS $130,000.00 1 0 $0.00 1 $130,000.001 12 2101.502 CLEARING TREE $600.00 1 0 $0.00 3 $1,800.001 13 2101.507 GRUBBING TREE $280.00 1 0 $0.00 0 $0.001 4 2104.501 REMOVE PIPE LF $6.15 230 0 $0.00 205 $1,260.75 CULVERTS 5 2104.501 REMOVE WATER LF $10.00 75 0 $0.00 58 $580.00 MAIN 6 2104.501 REMOVE SEWER LF $8.70 535 0 $0.00 506 $4,402.20 PIPE (STORM) 7 2104.501 REMOVE LF $2.95 1035 0 $0.00 1430 $4,218.50 CONCRETE CURB 8 2104.503 REMOVE SF $3.00 645 0 $0.00 1056 $3,168.00 CONCRETE WALK REMOVE 9 2104.505 BITUMINOUS S Y $3.95 1250 0 $0.00 1490.24 $5,886.45 DRIVEWAY PAVEMENT REMOVE 10 2104.505 BITUMINOUS S Y $18.80 165 0 $0.00 560.6 $10,539.28 PAVEMENT 111 2104.509 REMOVE CASTING EACH $80.00 1 0 $0.00 1 $80.001 12 2104.509 REMOVE GATE EACH $100.00 9 0 $0.00 9 $900.00 VALVE & BOX 113 2104.509 REMOVE EACH $189.00 1 0 $0.00 1 $189.00 HYDRANT REMOVE 14 2104.509 DRAINAGE EACH $158.00 4 0 $0.00 4 $632.00 STRUCTURE 115 2104.509 REMOVE SIGN EACH $27.00 17 0 $0.00 20 $540.001 16 2104.509 REMOVE MAIL EACH $56.00 7 0 $0.00 10 $560.00 BOX SUPPORT SAWING BIT 17 2104.513 PAVEMENT (FULL L F $2.60 575 0 $0.00 1809 $4,703.40 DEPTH) 118 2104.523 SALVAGE EACH $75.00 7 0 $0.00 7 $525.00 CASTING 119 2104.523 SALVAGE EACH $155.00 8 0 $0.00 8 $1,240.00 HYDRANT 120 2104.523 SALVAGE EACH $310.00 2 0 $0.00 0 $0.00 LIGHTING UNIT 21 2104.523 SALVAGE MAIL EACH $55.00 7 0 $0.00 0 $0.00 BOX SUPPORT 22 2104.603 ABANDON STORM LF $15.00 50 0 $0.00 0 $0.00 SEWER 3 CITY OF MONTICELLO 505 Walnut St Monticello, MN 55362-1147 Project No. R-010438-000 Final Pay Voucher No. 8 R-010438-000 Proiect Material Status Quantity Amount Line Item Description Units Unit Price Contract This This Quantity Amount Quantity Pay Pay To Date To Date Voucher Voucher 23 2105.501 COMMON C Y $6.80 1955 0 $0.00 1955 $13,294.00 EXCAVATION 24 2105.507 SUBGRADE C Y $13.50 250 0 $0.00 0 $0.00 EXCAVATION SELECT 25 2105.522 GRANULAR C Y $25.00 250 0 $0.00 0 $0.00 BORROW (CV) 26 2105.523 COMMON C Y $17.00 1100 0 $0.00 1100 $18,700.00 BORROW (CV) 127 2105.601 DEWATERING LS $5,000.00 1 0 $0.00 1 $5,000.001 128 2112.501 SUBGRADE RDST $365.00 20 0 $0.00 0 $0.00 PREPARATION STREET 29 2123.610 SWEEPER (WITH HOUR $140.00 35 0 $0.00 12.5 $1,750.00 PICKUP BROOM) 130 2130.501 WATER MGAL $32.00 50 0 $0.00 48 $1,536.001 AGGREGATE 31 2211.503 BASE (CV) CLASS C Y $19.70 4630 0 $0.00 925 $18,222.50 5 32 2215.501 FULL DEPTH S Y $3.10 9150 0 $0.00 9150 $28,365.00 RECLAMATION 33 2232.501 MILL BITUMINOUS S Y $8.95 915 0 $0.00 2510.94 $22,472.91 SURFACE U LTRATH I N 34 2353.504 BONDED S Y $6.72 9175 0 $0.00 9175 $61,656.00 WEARING COURSE BITUMINOUS 35 2357.502 MATERIAL FOR GAL $0.01 930 0 $0.00 510 $5.10 TACK COAT TYPE SP 12.5 36 2360.501 WEARING TON $71.54 830 0 $0.00 1049.1 $75,052.61 COURSE MIX (3,C) TYPE SP 12.5 NON 37 2360.502 WEAR COURSE TON $61.49 2200 0 $0.00 2100.5 $129,159.75 MIX (3,B) TYPE SP 9.5 38 2360.503 WEARING S Y $17.88 1060 0 $0.00 2178.7 $38,955.16 COURSE MIX (2,B) 4.0" THICK TYPE SP 9.5 39 2360.503 WEARING S Y $17.00 2115 0 $0.00 1952.8 $33,197.60 COURSE MIX (2,B) 3.0" THICK 40 2501.515 15" RC PIPE EACH $540.00 1 0 $0.00 1 $540.00 APRON 4 CITY OF MONTICELLO 505 Walnut St Monticello, MN 55362-1147 Project No. R-010438-000 Final Pay Voucher No. 8 R-010438-000 Proiect Material Status Quantity Amount Line Item Description Units Unit Price Contract This This Quantity Amount Quantity Pay Pay To Date To Date Voucher Voucher 41 2501.515 36" RC PIPE EACH $1,330.00 1 0 $0.00 1 $1,330.00 APRON TRASH GUARD 42 2501.602 FOR 15" PIPE EACH $458.00 1 0 $0.00 1 $458.00 APRON TRASH GUARD 43 2501.602 FOR 36" PIPE EACH $1,348.00 1 0 $0.00 1 $1,348.00 APRON 44 2501.603 CLEAN PIPE LF $24.00 295 0 $0.00 200 $4,800.00 CULVERT IRRIGATION 45 2502.601 SYSTEM LS $10,000.00 1 0 $0.00 0.87517 $8,751.70 PROVISION 46 2503.511 6" PVC PIPE LF $48.00 45 0 $0.00 45 $2,160.00 SEWER 47 2503.511 16" PVC PIPE LF $65.00 45 0 $0.00 45 $2,925.00 SEWER 48 2503.511 24" DUCTILE IRON LF $135.00 41 0 $0.00 20.5 $2,767.50 PIPE SEWER 49 2503.511 15" RC PIPE LF $36.35 915 0 $0.00 792 $28,789.20 SEWER CLASS V 50 2503.511 18" RC PIPE LF $39.10 210 0 $0.00 64 $2,502.40 SEWER CLASS V 51 2503.511 21" RC PIPE LF $42.35 50 0 $0.00 297 $12,577.95 SEWER CLASS III 52 2503.511 27" RC PIPE LF $57.00 380 0 $0.00 367 $20,919.00 SEWER CLASS III 53 2503.511 30" RC PIPE LF $66.55 120 0 $0.00 113 $7,520.15 SEWER CLASS III 54 2503.511 33" RC PIPE LF $89.90 590 0 $0.00 581 $52,231.90 SEWER CLASS III 55 2503.511 36" RC PIPE LF $91.00 360 0 $0.00 344 $31,304.00 SEWER CLASS III 56 2503.602 AIR RELIEF EACH $25,000.00 3 0 $0.00 3 $75,000.00 MANHOLE CONNECT TO 57 2503.602 EXISTING FORCE EACH $988.00 2 0 $0.00 2 $1,976.00 MAIN CONNECT TO 58 2503.602 EXISTING EACH $2,000.00 1 0 $0.00 1 $2,000.00 MANHOLES 59 2503.608 DUCTILE IRON LB $10.25 1420 0 $0.00 827 $8,476.75 FITTINGS CONNECT TO 60 2504.602 EXISTING WATER EACH $900.00 9 0 $0.00 9 $8,100.00 MAIN 5 CITY OF MONTICELLO 505 Walnut St Monticello, MN 55362-1147 Project No. R-010438-000 Final Pay Voucher No. 8 R-010438-000 Proiect Material Status Quantity Amount Line Item Description Units Unit Price Contract This This Quantity Amount Quantity Pay Pay To Date To Date Voucher Voucher 161 2504.602 HYDRANT EACH $4,857.00 1 0 $0.00 1 $4,857.001 162 2504.602 INSTALL EACH $625.00 8 0 $0.00 8 $5,000.00 HYDRANT 63 2504.602 ADJUST GATE EACH $205.00 13 0 $0.00 14 $2,870.00 VALVE & BOX 64 2504.602 B'OXTE VALVE & EACH $1,292.00 9 0 $0.00 9 $11,628.00 65 2504.602 6" GRATE VALVE & EACH $1,307.00 3 0 $0.00 3 $3,921.00 BO 66 2504.602 16O"ATE VALVE & EACH $7,880.00 3 0 $0.00 3 $23,640.00 OX 6" WATERMAIN 67 2504.603 DUCTILE IRON CL L F $45.00 200 0 $0.00 245.2 $11,034.00 52 68 2504.604 4" POLYSTYRENE S Y $43.00 100 0 $0.00 127.979 $5,503.10 INSULATION CONST DRAINAGE 69 2506.501 STRUCTURE L F $188.00 20 0 $0.00 15.8 $2,970.40 DESIGN H CONST DRAINAGE 70 2506.501 STRUCTURE L F $313.00 5 0 $0.00 0 $0.00 DESIGN N CONST DRAINAGE 71 2506.501 STRUCTURE DES L F $259.00 35 0 $0.00 31.6 $8,184.40 48-4020 CONST DRAINAGE 72 2506.501 STRUCTURE DES L F $389.00 85 0 $0.00 86.7 $33,726.30 60-4020 CONST DRAINAGE 73 2506.501 STRUCTURE DES L F $526.00 20 0 $0.00 16.8 $8,836.80 72-4020 CONST DRAINAGE 74 2506.501 STRUCTURE L F $521.00 21 0 $0.00 21 $10,941.00 DESIGN 72-4020 CONST DRAINAGE 75 2506.502 STRUCTURE EACH $1,060.00 9 0 $0.00 9 $9,540.00 DESIGN SPEC 1 CONST DRAINAGE 76 2506.502 STRUCTURE EACH $24,600.00 1 0 $0.00 1 $24,600.00 DESIGN SPEC 2 177 2506.516 CASTING EACH $581.00 30 0 $0.00 31 $18,011.00 ASSEMBLY 178 2506.521 INSTALL CASTING EACH $518.00 7 0 $0.00 7 $3,626.001 79 2506.522 ADJUST FRAME & EACH $232.00 17 0 $0.00 12 $2,784.00 RING CASTING 80 2506.602 CHIMNEY SEALS EACH $242.00 36 0 $0.00 30 $7,260.00 6 CITY OF MONTICELLO 505 Walnut St Monticello, MN 55362-1147 Project No. R-010438-000 Final Pay Voucher No. 8 R-010438-000 Proiect Material Status Quantity Amount Line Item Description Units Unit Price Contract This This Quantity Amount Quantity Pay Pay To Date To Date Voucher Voucher (EXTERNAL) 81 2506.603 CONSTRUCT 24" LF $1,950.00 8 0 $0.00 8 $15,600.00 OUTSIDE DROP 82 2511.501 RANDOM RIPRAP C Y $87.00 16 0 $0.00 16 $1,392.00 CLASS III 83 2521.501 4" CONCRETE SF $3.45 18060 0 $0.00 19611.4 $67,659.33 WALK 84 2521.501 6" CONCRETE SF $8.70 4525 0 $0.00 1613 $14,033.10 WALK CONCRETE CURB 85 2531.501 & GUTTER LF $16.55 4405 0 $0.00 4659 $77,106.45 DESIGN B618 86 2531.618 TRUNCATED SF $59.00 198 0 $0.00 256 $15,104.00 DOMES 87 2540.602 MAIL BOX EACH $111.00 7 0 $0.00 10 $1,110.00 88 2540.602 MAIL BOX EACH $167.00 7 0 $0.00 10 $1,670.00 SUPPORT 89 2540.602 MAIL BOX EACH $55.00 10 0 $0.00 10 $550.00 (TEMPORARY) 90 2545.523 2" NON-METALLIC L F $5.50 200 0 $0.00 0 $0.00 CONDUIT I91 2563.601 TRAFFIC LS $5,500.00 1 0 $0.00 1 $5,500.00 CONTROL I92 2563.601 TRAFFIC LS $5,500.00 1 0 $0.00 1 $5,500.00 CONTROL 93 2564.531 SIGN PANELS SF $47.00 260 0 $0.00 315.66 $14,836.02 TYPE C 94 2571.502 DECIDUOUS TREE TREE $410.00 80 0 $0.00 77 $31,570.00 2.5" CAL B&B 95 2573.502 SILMST FENCE, TYPE L F $2.50 500 0 $0.00 495 $1,237.50 STORM DRAIN 96 2573.530 INLET EACH $170.00 52 0 $0.00 50 $8,500.00 PROTECTION SEDIMENT 97 2573.533 CONTROL LOG L F $2.75 4350 0 $0.00 5775.5 $15,882.63 TYPE WOOD FIBER STABILIZED 98 2573.535 CONSTRUCTION LS $2,500.00 1 0 $0.00 1 $2,500.00 EXIT COMMON 99 2574.525 TOPSOIL C Y $21.00 1546 0 $0.00 400 $8,400.00 BORROW 100 2575.505 SODDING TYPE S Y $5.20 8000 0 $0.00 10035 $52,182.00 LAWN 7 CITY OF MONTICELLO 505 Walnut St Monticello, MN 55362-1147 Project No. R-010438-000 Final Pay Voucher No. 8 R-010438-000 Proiect Material Status Quantity Amount Line Item Description Units Unit Price Contract This This Quantity Amount Quantity Pay Pay To Date To Date Voucher Voucher 0 $0.00 550 $935.00 0 $0.00 0 $0.00 0 $0.00 4050 EROSION 0 $0.00 451 $8,487.82 101 2575.523 CONTROL S Y $1.70 1275 0 $0.00 177 BLANKETS 0 $0.00 800 $288.00 0 $0.00 0 CATEGORY 3 0 $0.00 972 $6,949.80 $0.00 TURF $1,459,964.09 0 $0.00 1 102 2575.525 REINFORCEMENT S Y $15.60 250 $0.00 0 $0.00 MAT CATEGORY 4 $6,990.83 0 $0.00 54 1103 2575.560 HYDRAULIC LB $0.78 5000 $10,505.25 0 $0.00 MULCH MATRIX $194.00 0 $0.00 1 104 2582.501 PAVT MSSG SF $18.82 500 EPDXY GR IN 105 2582.502 4" SOLID LINE LF $0.36 6920 EPDXY 106 2582.502 4 -INCH SOLID LF $0.36 5240 LINE EPDXY 107 2582.502 24" SOLID LINE LF $6.72 190 EPDXY 108 2582.502 4" BROKEN LINE LF $0.36 950 EPDXY 109 2582.502 4" DBLE SOLID LF $0.72 970 LINE EPDXY 110 2582.503 CROSSWALK SF $7.15 1026 EPDXY GR IN Totals For Section SCHEDULE A. CHELSEA ROAD IMPROVEMENTS: SCHEDULE B. CSAH 39 AT GILLARD AVENUE IMPROVEMENTS 1111 2021.501 MOBILIZATION LS $10,000.00 1 1112 2101.501 CLEARING ACRE $4,200.00 0.1 1113 2101.506 GRUBBING ACRE $3,500.00 0.1 PAVEMENT 114 2102.502 MARKING L F $0.77 5705 REMOVAL 115 2104.501 REMOVE SEWER L F $10.00 54 PIPE (STORM) 116 2104.501 REMOVE CURB & L F $4.00 170 GUTTER REMOVE 117 2104.505 BITUMINOUS S Y $17.25 431 PAVEMENT 118 2104.509 REMOVE PIPE EACH $97.00 2 APRON 1119 2104.509 REMOVE EACH $157.00 1 FOUNDATION 120 2104.513 SAWING BIT L F $3.00 84 PAVEMENT (FULL 0 $0.00 550 $935.00 0 $0.00 0 $0.00 0 $0.00 4050 $3,159.00 0 $0.00 451 $8,487.82 0 $0.00 6026 $2,169.36 0 $0.00 6808 $2,450.88 0 $0.00 177 $1,189.44 0 $0.00 800 $288.00 0 $0.00 0 $0.00 0 $0.00 972 $6,949.80 $0.00 $1,459,964.09 0 $0.00 1 $10,000.00 0 $0.00 0.15 $630.00 0 $0.00 0 $0.00 0 $0.00 9079 $6,990.83 0 $0.00 54 $540.00 0 $0.00 50 $200.00 0 $0.00 609 $10,505.25 0 $0.00 2 $194.00 0 $0.00 1 $157.00 0 $0.00 1450 $4,350.00 0 R-010438-000 Proiect Material Status 3 $84.00 .00 1 $28.00 .00 1 $28.00 .00 1 Quantity Amount Line Item Description Units Unit Price Contract This This 62 0 $0 Quantity Pay Pay 1131 2123.501 COMMON Voucher Voucher 5 0 DEPTH) LABORERS 121 2104.523 SALVAGE SIGN EACH $28.00 2 0 $0 5 0 TYPE C 1 133 2123.510 10 CU YD TRUCK HOUR $105.00 122 2104.523 SALVAGE SIGN EACH $28.00 1 0 $0 5 0 TYPE D ENDLOADER 123 2104.523 SALVAGE SIGN EACH $28.00 1 0 $0 TYPE SPECIAL 135 2123.610 SWEEPER (WITH HOUR $135.00 124 2104.523 SALVAGE MAIL EACH $112.00 1 0 $0 BOX SUPPORT 1136 2130.501 WATER MGAL $32.00 125 2104.602 SALVAGE DRIVER EACH $640.00 1 0 $0 FEEDBACK SIGN 137 2211.503 BASE (CV) CLASS C Y $26.00 126 2106.501 EXCAVATION - C Y $8.00 617 0 $0 COMMON 138 2232.501 MILL BITUMINOUS S Y $2.97 127 2106.507 EXCAVATION - C Y $13.50 850 0 $0 SUBGRADE TYPE SP 12.5 SELECT 139 2360.501 WEARING TON $71.55 1003 0 GRANULAR COURSE MIX (3,C) CITY OF MONTICELLO 505 Walnut St Monticello, MN 55362-1147 Project No. R-010438-000 Final Pay Voucher No. 8 Quantity Amount To Date To Date .00 3 $84.00 .00 1 $28.00 .00 1 $28.00 .00 1 $112.00 .00 1 $640.00 .00 617 $4,936.00 .00 850 $11,475.00 128 2106.522 EMBANKMENT C Y $25.00 868 0 $0.00 (CV) COMMON 1129 2106.523 EMBANKMENT C Y $6.00 338 0 $0.00 868 $21,700.00 338 $2,028.00 .00 72.2 .00 0 .00 0 .00 0 .00 0 .00 0 .00 0 .00 415.9 .00 5193 .00 991.6 140 2360.502 WEAR COURSE TON $107.00 99 0 $0.00 76.35 MIX (3,B) $2,888.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $10,813.40 $15,423.21 $70,948.98 $8,169.45 (CV) AGGREGATE 130 2118.607 SURFACING (CV) C Y $40.00 62 0 $0 CLASS 1 1131 2123.501 COMMON HOUR $77.00 5 0 $0 LABORERS 1132 2123.509 DOZER HOUR $236.00 5 0 $0 1 133 2123.510 10 CU YD TRUCK HOUR $105.00 5 0 $0 134 2123.514 0.75 CU YD FRONT HOUR $185.00 5 0 $0 ENDLOADER STREET 135 2123.610 SWEEPER (WITH HOUR $135.00 10 0 $0 PICKUP BROOM) 1136 2130.501 WATER MGAL $32.00 5 0 $0 AGGREGATE 137 2211.503 BASE (CV) CLASS C Y $26.00 271 0 $0 5 138 2232.501 MILL BITUMINOUS S Y $2.97 5193 0 $0 SURFACE (2.0") TYPE SP 12.5 139 2360.501 WEARING TON $71.55 1003 0 $0 COURSE MIX (3,C) TYPE SP 12.5 NON 868 $21,700.00 338 $2,028.00 .00 72.2 .00 0 .00 0 .00 0 .00 0 .00 0 .00 0 .00 415.9 .00 5193 .00 991.6 140 2360.502 WEAR COURSE TON $107.00 99 0 $0.00 76.35 MIX (3,B) $2,888.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $10,813.40 $15,423.21 $70,948.98 $8,169.45 R-010438-000 Proiect Material Status CITY OF MONTICELLO 505 Walnut St Monticello, MN 55362-1147 Project No. R-010438-000 Final Pay Voucher No. 8 Quantity Amount To Date To Date 88 $4,532.00 2 $1,456.00 1 $232.00 0 $0.00 110 $3,817.00 1 $47.00 1 $600.00 Quantity Amount Line Item Description Units Unit Price Contract This This 2 $336.00 1 $168.00 1 Quantity Pay Pay 1 $175.00 Voucher Voucher 24" RC PIPE 141 2501.511 CULVERT CLASS III LF $51.50 88 0 $0.00 142 2501.515 24" RC PIPE EACH $728.00 2 0 $0.00 APRON 143 2506.522 ADJUST FRAME & EACH $232.00 3 0 $0.00 RING CASTING ADJUST FRAME & 144 2506.602 RING CASTING EACH $232.00 1 0 $0.00 (SPECIAL) CONCRETE CURB 145 2531.501 & GUTTER LF $34.70 144 0 $0.00 DESIGN B618 146 2540.602 INSTALL MAIL BOX EACH $47.00 1 0 $0.00 SUPPORT 147 2550.511 SIGN EACH $600.00 1 0 $0.00 FOUNDATION 148 2550.602 INSTALL DRIVER EACH $1,980.00 1 0 $0.00 FEEDBACK SIGN 149 2554.501 TRAFFIC BARRIER L F $26.00 720 0 $0.00 DESIGN TYPE 31 END TREATMENT - 150 2554.523 TANGENT EACH $4,080.00 2 0 $0.00 TERMINAL 151 2563.601 TRAFFIC LS $6,000.00 1 0 $0.00 CONTROL 152 2564.531 SIGN PANELS SF $47.00 13 0 $0.00 TYPE C 153 2564.537 INSTALL SIGN EACH $168.00 2 0 $0.00 TYPE C 154 2564.537 INSTALL SIGN EACH $168.00 1 0 $0.00 TYPE D 155 2564.537 INSTALL SIGN EACH $168.00 1 0 $0.00 TYPE SPECIAL 156 2573.502 MIST FENCE, TYPE L F $2.40 1438 0 $0.00 STORM DRAIN 157 2573.530 INLET EACH $175.00 2 0 $0.00 PROTECTION SEDIMENT 158 2573.533 CONTROL LOG L F $3.00 200 0 $0.00 TYPE WOOD FIBER 159 2573.560 CULVERT END EACH $170.00 3 0 $0.00 CONTROLS 160 2574.508 FERTILIZER TYPE LB $1.60 35 0 $0.00 CITY OF MONTICELLO 505 Walnut St Monticello, MN 55362-1147 Project No. R-010438-000 Final Pay Voucher No. 8 Quantity Amount To Date To Date 88 $4,532.00 2 $1,456.00 1 $232.00 0 $0.00 110 $3,817.00 1 $47.00 1 $600.00 1 $1,980.00 720 $18,720.00 2 $8,160.00 1 $6,000.00 12.6 $592.20 2 $336.00 1 $168.00 1 $168.00 1460 $3,504.00 1 $175.00 660 $1,980.00 3 $510.00 392 $627.20 10 CITY OF MONTICELLO 505 Walnut St Monticello, MN 55362-1147 Project No. R-010438-000 Final Pay Voucher No. 8 R-010438-000 Proiect Material Status Quantity Amount Line Item Description Units Unit Price Contract This This Quantity Amount Quantity Pay Pay To Date To Date Voucher Voucher 3 161 2574.508 FERTILIZER TYPE LB $2.00 42 0 $0.00 50 $100.00 COMMON 162 2574.525 TOPSOIL C Y $28.25 178 0 $0.00 0 $0.00 BORROW 1163 2575.501 SEEDING ACRE $1,100.00 0.5 0 $0.00 1.38 $1,518.00 164 2575.502 SEED MIXTURE LB $21.00 7 0 $0.00 50 $1,050.00 25-151 165 2575.502 SEED MIXTURE LB $30.00 14 0 $0.00 16 $480.00 35-221 EROSION 166 2575.523 CONTROL S Y $1.80 1746 0 $0.00 2700 $4,860.00 BLANKETS CATEGORY 3N 1167 2575.560 HYDRAULIC LB $0.78 300 0 $0.00 1050 $819.00 MULCH MATRIX RAPID 168 2575.570 STABILIZATION ACRE $16,700.00 0.1 0 $0.00 0 $0.00 METHOD 2 RAPID 169 2575.572 STABILIZATION S Y $1.85 1746 0 $0.00 0 $0.00 METHOD 4 REMOVABLE 170 2581.501 PREFORM L F $1.40 3130 0 $0.00 3314 $4,639.60 PAVEMENT MARKING TAPE REMOVABLE 171 2581.618 PREFORMED SF $2.50 2587 0 $0.00 0 $0.00 PLASTIC MASK (BLACK) 172 2582.501 PAVT MSSG SF $8.95 60 0 $0.00 60 $537.00 EPDXY 173 2582.502 4" SOLID LINE L F $0.45 3730 0 $0.00 3827 $1,722.15 PAINT 174 2582.502 4" DBLE SOLID L F $0.90 1893 0 $0.00 1977 $1,779.30 LINE PAINT 175 2582.502 6" SOLID LINE L F $0.45 3105 0 $0.00 3598 $1,619.10 EPDXY 176 2582.502 8" SOLID LINE L F $1.12 662 0 $0.00 630 $705.60 EPDXY 177 2582.502 24" SOLID LINE L F $7.84 292 0 $0.00 237 $1,858.08 EPDXY 178 2582.502 4" DBLE SOLID L F $0.72 2326 0 $0.00 2320 $1,670.40 LINE EPDXY Totals For Section SCHEDULE B. CSAH 39 AT GILLARD AVENUE 12 CITY OF MONTICELLO 505 Walnut St Monticello, MN 55362-1147 Project No. R-010438-000 Final Pay Voucher No. 8 R-010438-000 Proiect Material Status Quantity Amount Line Item Description Units Unit Price Contract This This Quantity Amount Quantity Pay Pay To Date To Date Voucher Voucher IMPROVEMENTS: $0.00 $259,803.75 SCHEDULE D. ALTERNATE 2 1 6" HDPE PIPE 181 2503.603 SEWER- L F $56.00 2970 0 DIRECTIONAL $0.00 2970 $166,320.00 DRILLED 16" HDPE PIPE 182 2503.603 SEWER- L F $130.00 2970 0 DIRECTIONAL $0.00 2970 $386,100.00 DRILLED Totals For Section SCHEDULE D. ALTERNATE 2: 1 $0.001 1 $552,420.00 Backsheet 1 1 185 2504.603 WATERMAIN SERVICE REPAIR �LS ($5,338.27) 1 0 $0.00 1 ($5,338.27) Totals For Backsheet 1: 1 $0.00 I 1 ($5,338.27) Change Order 1 1 1183 2021.501 MOBILIZATION LS $1,320.00 1 1 $1,320.00 1 $1,320.001 PORTABLE 184 2563.613 CHANGEABLE UDAY $110.00 40 40 $4,400.00 40 $4,400.00 MESSAGE SIGN Totals For Change Order 1: 1 $5,720.00 1 1 $5,720.00 Project Totals: $5,720.00 $2,272,569.57 R-010438-000 Contract Changes Estimated Amount No. Type Date Explanation Paid Amount To Date Change Additional traffic control was needed notifying the traveling public of CO1 Order 9/30/2019 a permanent traffic control change at the intersection of Chelsea $5,720.00 $5,720.00 Road and Cedar Street. BK1 Backsheet 10/7/2019 Watermain Service Repair. ($5,338.27) ($5,338.27) 1 Contract Change Totals: 1 $381.731 $381.73 12 City Council Agenda: 11/25/2019 2L. Consideration of approving 2019 Operating Transfers (WO) A. REFERENCE AND BACKGROUND: Every year the city transfers money between funds. These transfers happen for various reasons including the financing of city projects, repayment of debt, unanticipated operating expenditures, and anticipated future expenditures. Some of these transfers were anticipated and authorized by adoption of the 2019 budget resolution 2018-96. Others became necessary during the course of the year and are based on funding decisions made by Council/staff. Whatever the reason, it is a good management practice to provide the Council with a list of the transfers made (or to be made) and have Council approve the transfers. Attached is a list of the 2019 operating transfers for the city as authorized or requesting authorization. a -f Budgeted 2019 transfers g. Recapitalized Central Equipment Fund for future equipment purchases. h. Transfer to Capital Projects Fund for 2020 and other future projects. Finance will calibrate the transfer to meet the 2020 General Fund reserve requirement, which is currently 75% of expenditures. At this time, the 2020 budget has not been adopted and the 2019 surplus has not been determined. Transfer is not needed for 2019. Supplement transfer (d) with staff creating a sub -fund of the Capital Projects Fund for the Public Works Building. k. Water portion of Chelsea Road project (2018). 1. Transfer to establish debt service fund for the 2019A bond issue. in. Additional transfer for partial early redemption of tax increment debt occurring in February 2020. Budget Resolution 2018-96 states that the Council can amend or rescind Section (2) authorizing transfers as the year progresses. Motion to approve alternative 1, affirms prior authorization of transfers either by budget Resolution 2018-96 or subsequent council action, if any, in 2019. Al. Budget Impact: As noted, some of the transfers were included in the 2019 budget. Other transfers are needed for future budget commitments or reflect past or future debt service commitments. A2. Staff Workload Impact: There are no staff workload impacts for these transfers. B. ALTERNATIVE ACTIONS: 1. Motion to approve 2019 operating transfers as listed. 2. Motion to approve the 2019 operating transfers with adjustments designated by City Council as follows 3. Motion to deny the 2019 operating transfers. City Council Agenda: 11/25/2019 C. STAFF RECOMMENDATION: City staff recommends Alternative #1 to approve the proposed 2019 operating transfers as listed. D. SUPPORTING DATA: A. 2018-96 Budget Resolution B. List of 2019 operating transfers either authorized or requiring authorization. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2018-96 ADOPTING THE 2019 BUDGET AND AUTHORIZING SPECIFIC FINANCE -RELATED ACTIVITIES WHEREAS, the budget is the fiscal blue print for the entire year where the City Council has considered and incorporated all foreseeable spending plans for 2019; and WHEREAS, the City, through sound fiscal policy, establishes that current revenues will be used to finance current expenditures and regularly -occurring capital expenditures; and WHEREAS, the City Council shall by this resolution set forth the total expenditures and uses, excluding depreciation, and the total revenues and other sources for each budgeted fund. NOW THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello the following is hereby approved: SECTION 1. AUTHORIZATION OF ESTIMATED REVENUES FROM ALL SOURCES, APPROPRIATIONS, AND FUND BALANCE ADDED (EXPENDED): Revenues Expenditures Fund Balance Fund 2019 Budget 2019 Budget Added (Expended) General Fund $ 8,586,000 $ 8,586,000 $ - Special Revenue Funds Economic Development 1,061,000 899,000 162,000 Cemetery 52,000 91,000 (39,000) Minnesota Investment 10,000 - 10,000 Monticello Community Center 2,000,000 2,045,000 (45,000)' Total Special Revenue Funds 3,123,000 3,035,000 88,000 Debt Service Funds 2010A G.O. Improvement Bond 171,523 889,156 (717,633) 2011A G.O. Refunding Bond 395,817 429,150 (33,333) 2014A G.O. Judgment Bond 538,244 512,462 25,782 2015B G.O. Bonds 224,516 213,652 10,864 2016A G.O. Bonds 514,056 529,250 (15,194) 2017A G.O. Bonds 491,366 472,438 18,928 2018A G.O. Bonds 500,000 451,115 48,885 Total Debt Service Funds 2,835,522 3,497,223 (661,701) Canital Proiect Funds Capital Project 9,389,000 10,175,000 (786,000) Closed Bond Fund 69,000 - 69,000 Park & Pathway Dedication 2,162,000 2,605,000 (443,000) Stormwater Access 65,000 800,000 (735,000) Street Lighting Improvement 90,000 160,000 (70,000) Street Construction 20,000 l 135,000 (115,000) Total Capital Project Funds 11,795,000 13,875,000 (2,080,000) Enterprise Funds Water 1,561,747_-.______1_1-_- 1,513,113 48,634 Sewage 2,570,411 3,303,190 (732, 779) Liquor 5,984,220 7,622,065 (1,637,845) Deputy Registrar 551,400 451,609 99,791 Fiber Optics 1,945,000 2,099,000 (154, 000) Total Enterprise Funds 12,612,778 14,988,977 (2,376,199) Internal Service Funds IT Services 253,300 249,200 4,100 Benefit Accrual 19,500 - 19,500 Central Equipment 301,900 531,600 (229,700). Total Internal Service Funds 574,700 780,800 (206,100) Total All Funds $ 39,527,000 ; $ 44,763,000 $ (5,236,000) SECTION 2. TRANSFERS: By resolution, the Council can amend or rescind this section as the year progresses. The following list may include transfers for projects that have not received formal council authorization. Transfers for these projects can be rescinded any time during the budget year. a. To 2011 A GO Improvement Bond Fund from EDA/TIF - $200,000. b. To 2010A GO Improvement Bond Fund from Street Reconstruction Fund $135,000. c. To FiberNet Fund from Liquor Fund - $100,000. d. To Park & Pathway Fund from Liquor Fund - $2,100,000. e. To Capital Projects Fund from Water Fund - $500,000. f. To the General Fund from the EDA Fund - $2500. SECTION 3. CAPITAL EQUIPMENT AND IMPROVEMENT ACQUISITION: a. Appropriates resources for Central Equipment Fund purchases: Streets — bucket truck ($135,000*), sidewalk snow machine ($150,000); Parks — skid loader ($65,000*); Fire — SUV ($50,000), ladder truck ($1,300,000). b. Appropriates resources for Enterprise Fund purchases: Sewage Fund — Vactor truck ($450,000), wastewater treatment plant mule ($20,000*); DMV Fund — fleet vehicle ($28,000*). c. In accordance with the purchasing policy, all capital asset (equipment, buildings, etc.) purchases included in this section are subject to further review and must be approved by specific council action. Items with denoted with an (*) require future council action. SECTION 4. OTHER BUDGET AUTHORIZING ACTIONS: a. Removes prior commitments and assignments, except those required by GASB, from fund balance classifications. b. Sets the General Fund reserve policy at 75% of expenditures. c. Approves Senior Center annual subsidy of $61,800. d. Approves a 2% wage adjustment to full-time, part-time (excluding MCC staff and volunteer fire personnel) and seasonal employees for the pay period commencing on first pay period beginning in January 2019 and an additional 1 % commencing on first pay period beginning in July 2019. e. Establishes the monthly standard health insurance benefits for union employees at $1,151.08 with an effective date of March 1. The monthly standard health benefits for participating non-union employees are $752.02 for the single plan and $1,409.74 for the family plan. Premium contributions are required from family/dependent plan participants for the difference between the standard benefit and coverage costs. No contribution is required from single -plan and non -plan participants. ADOPTED BY the Monticello City Council this 10th day of December, 2018. CITY OF NTICELLO Brian Stumpf, *yor ATTEST: Jeff, City Administrator Previousiv Authorized Transfers Operating Transfers (made per budget resolution 2017-087) Transfer In Fund Amount Fund # a 312 2011A G. O. Bond Fund $ 200,000 213 EDA Fund $ 200,000 b 317 2010 Improvement Bonds 135,000 212 Street Reconstruction Fund 135,000 c 229 Park & Pathway Fund 2,100,000 609 Liquor Fund 2,100,000 d 400 Capital Projects 500,000 600 Water Fund 500,000 e 656 FiberNet 100,000 609 Liquor Fund 100,000 f 101 General Fund 25,000 213 EDA Fund 25,000 Supplemental Operating Transfers authorized during the year (xx/xx/2019) 2019A Bond Fund 5,000 None Requesting Authorization Item Fund # Transfer In Fund Amount Fund # Transfer Out Fund Amount Operating Transfers (2019 budgeted projects and expenditures) g 703 Central Equipment $ 200,000 101 General Fund $ 200,000 h 400 Capital Projects Fund 101 General Fund i 656 FiberNet (100,000) 609 Liquor Fund (100,000) j 400 Capital Projects Fund 1,500,000 601 Water Fund 900,000 602 Sewage Fund 600,000 k 400 Capital Projects Fund 133,000 Water Fund 133,000 1 323 2019A Bond Fund 5,000 400 Capital Projects Fund 5,000 m 312 2011A G. O. Bond Fund 5,000 213 EDA Fund 5,000 Operating Transfers not budgeted or previously authorized (or reversal of previously authorized) None Description: a -f Budgeted 2018 transfers f. Transfer to EDA approved by council action on 6/25/2018, which dissolved the MN Initiative Fund. g. Add funds to finance future equipment purchases h. Transfer to Capital Projects Fund for 2020 projects. Finance will calibrate the transfer to meet 2020 General Fund reserve requirements, which is currently 75% of General Fund expenditures. i. Transfer is not needed. j. Supplement transfer (d) with staff will creating a sub -fund of the Capital Projects Fund for PW Building. k. Water portion of 2018 Chelsea Road project. I. Transfer to establish debt service fund for 2019A bond issue. m. Additional transfer for partial early redemption of tax increment debt occuring in February 2020. City Council Agenda: 11/25/2019 3A. Public Hearing — (Continued) Consideration of Resolution 2019-63 approving a funding application in support of UMC, Inc.'s 52,000 square foot expansion proposal through a Minnesota Investment Fund (MIF) application to MN -DEED in the amount of $300,000 (JT) A. REFERENCE AND BACKGROUND: The City Council is being asked to accept comments during the public hearing related to authorizing submittal of a Minnesota Investment Fund (MIF) application in support of UMC, Inc.'s 52,000 square foot expansion project. The MIF program is a primary economic development tool that MN -DEED uses to help companies expand and create new jobs. The funds are either provided as low interest loans or forgivable loans (essentially grants). UMC has indicated that it will create 60 new FTE jobs as part of the expansion project. MIF applications must be approved and submitted to MN -DEED by the local government. If the application is approved, MN -DEED then distributes the funding to the City or the EDA which in turn, as in this proposal, will transfer it to UMC as a reimbursement for new equipment purchases. For this particular proposal, the funding application is seeking $300,000 from MIF, as a forgivable loan, to support UMC's new equipment purchases which in total will be approximately $3,300,000. A public hearing was originally opened at the September 9, 2019 Council meeting. After comments from meeting attendees, it was then continued at each subsequent meeting. The public hearing notice for the MIF application was published on September 5, 2019. UMC estimates that the total project investment will be about $10,831,000 +/-. The funding Uses include land acquisition, new construction and equipment purchases. Soft costs and contingency line items are included in the total cost estimates. The funding Sources consist of Bank, TIF, EDA Deferred 2nd Mortgage, owner equity and MIF. A Job Creation Fund (JCF) application is also being prepared for submittal to MN -DEED. The JCF request is for a $175,000 grant to support fixed capital investments and new job creation. JCF awards are structured as a trailing, annual pay -for -performance program, and as such, it is not included in Project Sources and Uses. A summary of the project Sources and Uses is shown below: Sources Amount Bank $ 7,333,800 TIF - land write down 7.39 acres $ 731,000 EDA 2nd Deferred Mortgage — land $ 300,000 MIF - Equipment $ 300,000 Owner Equity $ 2,166,200 Total $10,831,000 Uses Amount Land Acquisition $ 1,031,000 Site Improvement $ 500,000 New Construction $ 6,000,000 Machinery and Equipment $ 3,300,000 Total $10,831,000 City Council Agenda: 11/25/2019 UMC's new target date for project kickoff is April 2020. Construction of the new facility is expected to last until mid-December 2020. Al. STAFF IMPACT: Community Development Department and City Administration staff have spent considerable time discussing the concept expansion and the potential assistance package with UMC since early July (estimate of 55 to 65 hours). A non- binding Letter of Intent (LOI) identifying, coordinating and denoting responsibility of various steps entered into between UMC and the EDA in mid-August 2019. The current level of in-house and consulting staff is sufficient to process and administer a successful funding proposal for UMC's project. A2. BUDGET IMPACT: There is a modest budgetary impact related to consideration of the Resolution of support for submittal of an application for the MIF program to MN - DEED. In-house staff will be able to complete the MIF application with input from UMC. This type of work is part of staff duties. UMC has submitted an escrow deposit for processing the MIF and TIF applications in the amount of $20,000. B. ALTERNATIVE ACTIONS: 1. Motion to approve Resolution 2019-63 authorizing submittal of a Minnesota Investment Fund (MIF) application to MN -DEED in the amount of $300,000 in support of UMC's expansion proposal. 2. Motion of other as determined by the City Council C. STAFF RECOMMENDATION: Staff recommends Alternative #1. UMC's application is deserving of state support from the MIF program. The UMC development is a sizeable investment, about 10,831,000 +/-, and comes with a commitment to create at least 60 new FTE jobs in the next three years. The MIF program is intended to support economic development projects and serve as a source of gap funding ensuring that good private sector development occurs in communities like Monticello, with the ultimate goal of enhancing the economy. The percentage of MIF assistance in comparison to the entire project cost is approximately 2.77 percent. The comments from the Public Hearing will become part of the MIF application which will be submitted to the State. MN -DEED staff have indicated that the review time is approximately 4 to 5 weeks from receipt of the application. D. SUPPORTING DATA: A. Resolution 2019-63 B. MIF Application C. UMC Development Proposal Summary and Plans D. UMC Expansion Action Item Timeline E. Notice of MIF Public Hearing 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2019-63 RESOLUTION APPROVING THE SUBMITTAL OF A MINNESOTA INVESTMENT FUND (MIF) PROGRAM FUNDING APPLICATION IN THE AMOUNT OF $300,000 TO MINNESOTA DEPARTMENT OF EMPLOYMENT AND ECONOMIC DEVELOPMENT IN SUPPORT OF UMC, INC.'S 52,000 SQUARE FOOT EXPANSION PROJECT BE IT RESOLVED that the City of Monticello act as the legal sponsor for the project contained in the Minnesota Investment Fund Application to be submitted on or about November 17, 2019, and that Mayor, Brian Stumpf, and City Administrator, Jeff O'Neill, are hereby authorized to apply to the Minnesota Department of Employment and Economic Development (MN -DEED) for funding of this project on behalf of UMC, Inc.; and BE IT FURTHER RESOL VED that the City of Monticello has the legal authority to apply for financial assistance, and the institutional, managerial, and financial capability to administer the proposed project; and BE IT FURTHER RESOLVED that the City of Monticello has not violated any Federal, State, or local laws pertaining to fraud, bribery, kickbacks, collusion, conflict of interest or other unlawful or corrupt practice; and BE IT FURTHER RESOLVED that upon approval of its application by the State, the City of Monticello may enter into a Grant Contract with the State of Minnesota for the approved project, and that the City of Monticello certifies that it will comply with all applicable laws, statutes, regulations and rules as stated in the Grant Contract and described in the Project Compliance Certification of the Application; and AS APPLICABLE, BE IT FURTHER RESOLVED that the City of Monticello has obtained credit reports and credit information on UMC, Inc. Upon review by the City of Monticello and Kennedy and Graven, Chartered, no adverse findings or concerns regarding, but not limited to, tax liens, judgments, court actions, and filings with state, federal and other regulatory agencies were identified. Failure to disclose any such adverse information could result in revocation or other legal action. NOW, THEREFORE BE IT RESOLVED that Mayor Brian Stumpf and City Administrator Jeff O'Neill, or their successors in office, are hereby authorized to execute the Grant Contract and amendments, thereto, as are necessary to implement the project on behalf of the City of Monticello. ADOPTED BY the Monticello City Council this 25th day of November, 2019. CITY OF MONTICELLO Brian Stumpf, Mayor ATTEST: Jeff O'Neill, City Administrator �7EMPLOYMENT AND ECONOMIC DEVELOPMENT Minnesota Investment Fund (MIF) Program Application State Funds Please consult with your DEED Loan Officer before completing this application. APPLICATION PROCEDURES The Minnesota Investment Fund (MIF) Program provides loans to businesses that create or retain high -paying, full-time permanent jobs, and invest in machinery or real property acquisition or improvements. The program is available statewide for manufacturing, distribution, warehousing, and other eligible business activities that would not occur but for the MIF assistance. Applications are accepted on a year-round basis as funds are available. To receive funds, a business must work in conjunction with the city or county government (Local Government) where the business will be located. In consultation with the Department of Employment and Economic Development (DEED), the Local Government will make a preliminary determination about whether a business meets the minimum program requirements. See the MIF eligibility information on the program website for guidance. If a business is potentially eligible, the following steps are completed: 1. The business and Local Government work together to complete the MIF Application. The Local Government will submit the completed application to the designated DEED Loan Officer. 2. DEED evaluates the application and notifies the Local Government and business of approval or denial. If approved, DEED will determine a maximum funding amount and job creation requirements. 3. Jobs created and capital investment expenditures may be counted after the Grant Contract has been fully executed.. POST AWARD PROCESS 4. DEED and the Local Government will enter into a Grant Contract specifying the details of the award and job creation requirements. S. After the Grant Contract is fully executed, the Local Government will enter into a Loan Agreement with the business. 6. The Local Government will submit the required executed agreements, payment request documentation, annual progress reports, and other information requested by DEED. 7. MIF funds will be paid on a reimbursement basis after required documentation verifying expenditures is submitted and approved. Rev. 07.08.19 1 SECTION 1 - Local Government Applicant Information Local Government Applicant Local Government Contact Name and Title Email: Telephone: Address: City/State/Zip: PART A - Local Resources & Financing Request 1. Does the Local Government have Revolvine Loan Funds? ❑ Yes ❑ No *Att 2. WhG 3. Wh` nd, etc.) 4. Is th City Staff will complete the information about local 5. Is th ] No El N/A 6. Wha community characteristics, pages 2 thru 5 7. Is Al: prior to submitting 8. If ye 9. Exp) the application to MN -DEED 10. Wha 11. WhF Part 1 A a,,v El PART B - Community Needs & Capacity The project will be scored, in part, on the following community and economic development conditions. Include a project narrative which addresses the following areas as appropriate: 1. Economic vulnerability of the community (e.g., need to diversify industrial base, underemployment of labor pool, labor pool needs); 2. Unique factors demonstrating effective inducement of economic development (e.g., recent loss of large employer, labor pool dependent upon one sector or industry, seasonality of employment, natural disaster, filling long vacant space, long-term member of business community, contributes to cluster industry, tax base increase); 3. Lack of local jobs (e.g., recent population decline due to lack of employment, significant outmigration, or population working outside the community); 4. Project will support the economic viability of underserved businesses (i.e., veteran, minority, disabled, or women owned). If applicable, business must complete self -certification on page 17; S. Describe the Local Government's experience and ability to manage the grant, revolving loan fund, state and local compliance requirements, and the implementation of the project. 6. Describe how the MIF project will strengthen and/or diversify the local or Minnesota economy. Part 1 B attachments: ❑ Narrative Items 1-6 Rev. 07.08.19 2 SECTION 2 - Business Information Business Mailing Address: 500 Chelsea Road Business City/State/Zip: Monticello, MN 55362 Primary Business Contact: Jaci Dukowitz/Tim Dolan E-mail: jacid@ultramc.com/tim@decklangroup.com Business Website: www.ultramc.com NAICS Code: 339112 & 336412 PART A - Business Description Describe the business and its major activities. Street Address for MIF Project Site: TBD Chelsea Road City/State/Zip for MIF Project Site: Monticello, MN 55362 Contact Title: COO/Project Consultant Telephone: 763-271-5278/763-331-1923 FEIN: 41-0970352 Minnesota Tax ID: 7677294 1. Please attach a narrative and include the following information: a. Business overview and company history b. Product or industry outlook for the MIF project c. Markets for the MIF Project (local, statewide, national, international) & competitive advantage for each 2. Attach three years historical financials (profit & loss/balance sheets), 2 years financial projections, and year to date internally generated financials. If available, audited or reviewed financials are required. If not available, copies of tax returns will be required. 3. Indicate type of business & provide documentation listed: * Corporation: Articles of Incorporation, By -Laws, Certificate of Incorporation ❑ Partnership: Partnership Agreement ❑ LLC: Articles of Organization, Operating Agreement, Member Control Agreement, Certificate of Organization ❑ Sole Proprietorship: Assumed Name Certificate, Affidavit of Publication ❑ Foreign Corporation: Certificate of Authority to Transact Business in Minnesota and in home state 4. Does the property or the business have any outstanding local, state or federal tax liabilities? ❑ Yes 0 No If yes, describe: S. Are there current or unsatisfied judgments or injunctions against the business or owners? ❑ Yes ❑ No If Yes, describe: 6. Is there current or pending litigation involving the business? ❑ Yes 9 No If yes, attach summary and disposition. 7. Within the past five years, has there been any violation(s), citation(s), or complaint(s) of discrimination filed against the company in a state or federal court or before any state, federal or Local Government agency? ❑ Yes 0 No If Yes, attach a copy of the violation(s), citation(s), or complaint(s) and the disposition of each. Rev. 07.08.19 8 Company Overview and History At UMC, we are constantly innovating to transform today's cutting edge precision manufacturing into tomorrow's standard. UMC is a proud American company working to establish ourselves as true innovators and thought -leaders operating on the cutting edge of our industry. We are a passionate team of experts producing highly complex parts. For us, it's all about the people behind the products. From tight tolerances to open collaboration, UMC is your go -to resource for manufacturing expertise. Since our humble beginnings in 1968, UMC has sought to devise new processes, search for solutions and explore new technology to meet the increasing expectations of our customers. It has been this quest for quality and efficiency that has driven us to transform from a traditional machine shop to a next generation leader in precision manufacturing working to solve some of the toughest manufacturing challenges facing our customers. From a small, traditional machine shop, started in a garage, to their current, 75,000 sq.ft. state of the art facility, UMC is a leader in precision manufacturing, located in Monticello, MN. Having been located in Monticello since 2003, UMC services focus on the top manufacturers in the medical industry, continuously enhances their operational systems and develops their leadership. This has resulted in aggressive growth over the years. In fact, UMC's revenue has quadrupled since 2003. UMC is growing at a rapid rate, and has been working on finding the perfect solution to address their growth. With 190 full time employees, they have nearly maxed out their capacity at their current location, and wants to build a second building. This second building will support their continued growth, and allow them to add to their aviation fuel delivery manufacturing. Looking ahead, UMC plans to double in size over the next five years, resulting in nearly a 10% increase in revenue, and an addition of 100-125 new employees. Projections indicate the potential to grow to a $100 million/year company, which would add an additional 100+ employees. UMC's proposed expansion will be comprised of roughly 50,800 square feet of space for manufacturing, office, as well as a two story "link" connecting the new facility and existing facility to create a new "UMC Campus." Without the proposed increment financing, the expansion to a campus facility is not financially viable and the company's remaining option to grow would be relocating to a single, larger facility outside the Monticello community. The proposed project is currently in the PUD review process due to the "campus" design needs. The proposed design fits well within the city's land use and zoning and we do not expect any major hurdles as the project progresses through the planning and zoning process. 8. Have there been any current or past bankruptcies on the part of the business, or on the part of any current (or prospective) officer, principal, owner or in any business dealings of current (or prospective) officers, principals, or owners of the applicant entity? ❑ Yes X No 9. List holders of outstanding stock of 10% or more of business ownership. For holders over 20% and holders over 10% that are active in the business, personal financial statements must be submitted. Donald J. Tomann CEO 10. List officers / key employees and include resumes (President, Vice President, etc.): Jaci Dukowitz Dick Salonek Part 2A attachments: ❑Narrative (Items a -c) ❑ Item 6 (if applicable) Chief Operation Office Director of Finance 100% 8 16 ❑ 3 Yrs. Financials *2 Yrs. Projections ❑ YTD Financials ❑ Item 3 Documents ❑ Item 7 (if applicable) ❑ Personal Financial Statements A Resumes SECTION 3 - Project Overview PART A - Project Description Describe the project for which MIF funds are being requested. 1. Please attach a narrative and include the following information: a. Provide details for the project for which MIF funds are being requested. Discuss topics such as square footage, lease versus ownership, machinery and equipment, new construction versus renovation, leasehold improvements, etc. b. Is this a new facility/site, expansion and/or acquisition? c. Will the business purchase, lease, or construct the facility? Who will own the facility? d. Explain why MIF financing is necessary for this project to move forward (e.g. financing gaps, lack of collateral, potential non -Minnesota locations). 2. Attach a commitment letter from each financing source, including a letter of commitment for any business equity. Part 3A attachments: ❑ Project Narrative (Items a -d) PART B - Project Timeframe Task Commitment of Funds Start of Construction Purchase Equipment ❑ Commitment Letters Equipment in Service/Occupancy (for MIF funded activities) Estimated Completion Date February 2020 May 2020 July 2020 December 2020 Rev. 07.08.19 9 PART C - Project Sources & Uses Site Improvement $ 500,000 $ 500,000 New Construction $ 3,833,800 $ 2,166,200 $ 6,000,000 Renovation of Existing Bldg. $ 0 Purchase of M & E $ 300,000 $ 3,000,000 $ 3,300,000 Other $ 0 Total Project Cost $ 300,000 $ 7,333,800 $ 2,166,200 $ 1,031,000 $ 0 $ 10,831,000 Term (years) Interest Rate 1. Do you acknowledge that Personal or Parent Company Guarantees are required as a condition of the MIF loan? 0 Yes 2. Describe source of any "Equity" listed: Cash 3. Description of "Other" source of funds: 4. Description of "Other" use of funds: S. Describe collateral offered and collateral position for each funding source, including proposed MIF award (e.g. Letter of Credit, Lien on Equipment, Mortgage): MIF I Lien on Equipment 2nd Bank Mortgage 1 St Bank Lien on Equipment 1 St PART D - Detailed Job & Wage Information 1. Current number of permanent, FTE employees in Minnesota: 190 2. Current number of permanent, FTE employees at proposed MIF project site: 0 *Provide a most recent payroll report to document current employment levels. Social security numbers and other sensitive information should be redacted. 3. Will any jobs be relocated from another Minnesota site to the proposed MIF site? ❑ Yes 9 No 4. If yes, which location(s) will the employees be relocated from? NIA # of Positions N/A *For jobs relocated from another Minnesota location, a letter in support of the move from the city where the jobs will be moving from must be attached. S. Will there be any reduction of positions (non -transfers) at other company sites during the next two years, or a reduction in purchases from Minnesota suppliers or vendors as a result of the project? If yes, please describe. N/A 6. Number of new FTE jobs to be created within 2 years at the MIF Project site: 60 *Full-time equivalent (FTE) permanent jobs based upon expected work hours of 2080 annually 7. Which eligible non -mandated benefits will be provided? a. 0 Health 0 Dental 0 Retirement © Life OProfit Sharing/Bonuses Part 3D attachments: ❑ Payroll Report ❑ Letter of Support (if applicable) Rev. 07.08.19 10 JOB CREATION FORM - List All Permanent Jobs to Be Created Day Shift Machinist 8 Night Shift Machinist 12 Weekend Machinist 4 Day Shift Operator 4 Night Shift Operator 2 Project Manager 2 Sales Engineer 1 HR Generalist 1 Engineers 5 I Deburrist 10 Quality 7 Accounting/Purchasing/Supply Chain 3 General Plant Assistant 1 ***Please See Attached Jobs Spreadsheet*** XXX I I Total jobs to be Created: 60 Average hourly wage: Average hourly benefits: $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 *For the purposes of the Minnesota Investment Fund program, jobs considered must be non -contract, non -seasonal, permanent full-time (or part time that add to 2080) equivalent positions working at least 2080 hours per year. ** Only eligible non -mandated benefits to the employee as indicated in Part D question #8. Social security tax, unemployment insurance, workers compensation insurance and other benefits mandated by law must be excluded. *** Total compensation including base wage and benefits must be at least 110% of the federal poverty income level for a family of four (verify current wage levels with loan officer at the time of application). **** Each wage level should be indicated separately, do not use average wages. Rev. 07.08.19 11 PART E - Environmental 1. Are there any environmental risks associated with the site, building, or the business itself? ❑ Yes ❑■ No If yes, please describe: 2. Have state environmental review requirements been met? ❑ Yes ❑ No 0 N/A SECTION 4 - Business Acknowledgement and Certifications Data Privacy Acknowledgement: Tennessen Warning Notice: per MN Statutes 13.04, Subd.2, this data is being requested from you to determine if you are eligible for assistance from the Minnesota Department of Employment and Economic Development. You are not required to provide the requested information, but failure to do so may result in the department's inability to determine your eligibility for assistance. The data you provide that is classified as private or non-public and will not be shared without your permission except as specified in state and federal laws. Data Privacy Notice: per MN Statutes 13.591, Subdivision 1, certain data provided in this Application is private or non public data; this includes financial information about the business, including credit reports, financial statements, net worth calculations, business plans; income and expense projections; balance sheets; customer lists; income tax returns; and design, market, and feasibility studies not paid for with public funds. Per MN Statutes 116J.401, Subd. 3., certain data provided in this application is private data; this includes data collected on individuals pursuant to the operation of business finance programs. Business Certification: Financial Assistance Certification: I hereby certify that the Minnesota Investment Fund program is necessary to my business start-up or expansion and that without the Minnesota Investment Fund my business start-up or expansion project would not happen to the extent outlined in the Minnesota Investment Fund Application. I certify that I will not count any existing positions or employees moved or relocated from another of Minnesota facility where my business conducts operations as new permanent full-time employees for the purposes of fulfilling requirements of the Minnesota Investment Fund Program. I certify I will not terminate, lay-off, or reduce the working hours of an employee for the purpose of hiring an individual to fulfill the requirements of the Minnesota Investment Fund Program. I have read the above statements and I agree to supply the information requested to the MN Department of Employment and Economic Development, Office of Business Finance with full knowledge of the information provided herein. I certify that all information provided herein is true and accurate and that the official signing this form has authorization to do so. Name/Title of Business Off i ' AJC1 D kowitz - Chief Operating Officer l Signature of Business Offic,al: /"ter, Date: 11/19/2019 Rev. 07.08.19 12 UMC Development Proposal Summary 11-20-2019 UMC proposes to construct a new precision machining facility on a vacant, development ready 7.39 -acre parcel adjacent to its existing 72,000 square foot facility located at 500 Chelsea Road, Monticello, MN. The new building will have a 49,500 square foot footprint with a mezzanine of approximately 3,500 square feet for a total finished floor area of 53,000 square feet +/-. The new building will be linked to the existing facility by way of a functional two-story breezeway. This feature will enhance efficiency and increase flexibility in production activities. The linkage will in bring about the need for a Planned Unit Development (PUD) which will allow a campus like development to be created. The total investment to complete the project including new construction and equipment will be approximately $10,831,000. To proceed with the significant expansion project, UMC has requested TIF assistance from the City and the Monticello Economic Development Authority (EDA) and financial aid from the available MN -DEED programs such as the Minnesota Investment Fund (MIF) and Job Creation Fund (JCF). The total estimated public assistance is approximately 9.56 percent of the project costs. UMC plans to create at least 60 new FTE jobs as part of the expansion. Building and development review plans and financial assistance packets have been submitted to the City of Monticello. The review steps will be ongoing over the next 120 days with construction on the project expected to begin in late April 2020. The new building should be completed in about 7 or 8 months with occupancy shortly after completion in early 2021. The proposal building plans are attached to this summary. 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Z °� LL o d o 3 J �o W I w °w O oa H �o c LIJ €tl w n h 2 �S �i3 a�3 S u u Co C C C Z 0 W J W (D Z m = o H o ■ 111 f ■ � N 0 n Z I I d 4 4 4 64 11-25-19 UMC Expansion Project Timeline of Events and Milestones v4 Calendar Year 2019 — Actual Activities -Milestones 7-31-19 - EDA recommends City Council call for a TIF Public Hearing (Resolution #2019- 06) 8-12-19 - City Council calls for TIF PH (Resolution # 2019-55) 8-14-19 - Non -Binding Letter of Intent between EDA and UMC, Inc. approved by EDA 8-14-19 - EDA accepts TIF application in concept 8-14-19 - EDA recommends City Council approval of MIF application to MN -DEED 8-14-19 - EDA recommends City Council approval of JCF application to MN -DEED 8-26-19 - City Council authorizing MIF Community Needs Public Hearing by Resolution 8-28-19 - Joint EDA and City Council Mtg to discuss global UMC project elements and Tax Abatement 08-30-19 - Last day to provide MIF PH Notice to Official Newspaper 09-05-19 — MIF PH Notice Published in Official Newspaper 09-05-19 - TIF PH Notice to Newspaper 09-09-19 - City Council - MIF PH opened and continued to 09-23-19 09-12-19 - TIF PH Notice Published in Newspaper 09-23-19 - City Council — MIF PH; continued to 10-14-19 09-23-19 - City Council - TIF PH; opened and continued to 10-14-19 10-14-19 - City Council - MIF PH; continued to 10-28-19 10-14-19 - City Council — TIF PH; continued to 10-28-19 10-28-19 - City Council — MIF PH; continued to 11-12-19 10-28-19 - City Council — TIF PH; continued to 11-12-19 11-12-19 - City Council — TIF PH; Continued to 11-25-19 11-12-19 - City Council — MIF PH; Continued to 11-25-19 11-13-19 — EDA considers Purchase Agreement for acquisition of 7.39 -acre parcel of land from SW — Monticello Ind. Park, LLC by Resolution 11-15-19 - Desired final Application Turn In date to City (MIF, TIF and JCF, EDA- SCDP Loan and Business Subsidy Applications) 11-15-19 - Begin formatting and completing MIF Applications 11-15-19 - Distribute TIF application submittal to Tammy O. and Martha I. Calendar Year 2019 — Proiected Activities -Milestones 11-25-19 — City Council — MIF PH; Resolution 11-25-19 — City Council — TIF PH; City C 11-27-19 — Submit MIF Annlication Packets w CC Resolution to MN -DEED 11-25-19 Calendar Year 2020 — Proiected Activities -Milestones 01-20-20 — MIF and JCF Award Letters -Notices arrive 01-27-20 — Last day for Combined Land Sale and Business Subsidy PH Notice to be provided to Official Newspaper 01-30-20 — EDA Combined Land Sale and Business Subsidy PH Notice published in Official Newspaper 02-10-20 — City Council considers MN -DEED MIF Grant Agreement by Resolution - — EDA Combinedan a e and Business Subsidy PH 02-12-20 - EDA considers Purchase & Development Agreement w UMC, Inc. for 7.39 - acre parcel of land with Deferred 2nd Mortgage for $300,000 by Resolution 02-12-20 — EDA considers MIF Forgivable Loan Agreement w UMC by Resolution 02-13-20 - Purchase and Development Agreement Executed between UMC and EDA (recorded if need be) 02-15-20 - EDA Land Purchase (7.39 -acre parcel) Closing Transaction Title conveyed to EDA 04-17-20 - Land Sale�W cojillnkg title"MC, Inc. 04-28-20 - Construction of 52,000 square foot UMC facility begins (lasting 7 to 8 months) 09-10-20 - Equipment purchases commence 09-15-20 - Closing on EDA-SCDP Loan and Disbursement of Loan Funds 12-31-20 — City requests MIF funding draw from MN -DEED for $300,000 w equipment Proof of payment receipts 02-12-21— UMC makes payment to EDA for Land (payment of $300,000 secured by Mortgage = matches the MN -DEED MIF forgivable loan amount that must be used for equipment instead of land) Color code = Tammy Omdal, Northland Securities, Attendance Required on 11-25-19 Notice of Public Hearing Notice is hereby given that on Monday, September 9th, 2019 at the Monticello Community Center the City of Monticello will hold a public hearing concerning submittal of an application to the Minnesota Department of Employment and Economic Development for a grant under the Minnesota Investment Fund (MIF) program. The City of Monticello is requesting approximately $300,000 to assist with the expansion of Ultra Machining Company (UMC). The funds will be used for the creation of jobs. All interested parties are invited to attend the public hearing at which time you will be given the opportunity to express comments on the project. Written testimony will also be accepted at the public hearing. Written comments must be received by Monday, September 9th, 2019 at 505 Walnut Street, Suite 1, Monticello, MN 55362. Specific questions can be directed to Jim Thares, Economic Development Manager at 763-271- 3254 or jim.thares@ci.monticello.mn.us. The City of Monticello makes reasonable accommodation for any known disability and to meet the needs of non-English speaking residents that may interfere with a person's ability to participate in this public hearing. Persons needing an accommodation must notify Jim Thares, Economic Development Manager at 763-271-3254 or jim.thares@ci.monticello.mn.us no later than Friday, September 61h, 2019 to allow adequate time to make needed arrangements. City Council Agenda: 11/25/2019 3B. Public Hearing (Continued) - Consideration of Adopting Resolution 2019-70 establishing Economic Development TIF District #141 for UMC, Inc.'s 52,000 square foot expansion proiect (JT) A. REFERENCE AND BACKGROUND: The City Council is being asked to accept comments in the public hearing related to establishing a new economic development TIF District (#1-41) to assist UMC, Inc. with its proposed 52,000 square foot expansion project. UMC is asking the EDA to acquire a vacant parcel of land adjacent to its existing 72,000 square foot facility at 500 Chelsea Road and convey it to UMC for the purpose of constructing a new precision machining facility as part of its proposed business expansion in Monticello. The company indicates that it will create 60 new FTE jobs with wages ranging from $22.00 to $28.00 per hour as part of the project. The total cost of the expansion project is approximately $10,831,000. In establishing a new TIF District, the City Council is required to hold a public hearing prior to adopting the Resolution approving the TIF Plan. The TIF public hearing notice was published on September 5, 2019. The Public Hearing was originally opened on September 23, 2019, then continued at each subsequent meeting. A Sources and Uses table for the UMC expansion project is show below: Sources Amount Bank $ 7,333,800 TIF - land write down 7.39 acres $ 731,000 EDA 2nd Deferred Mortgage - land $ 300,000 MIF - Equipment $ 300,000 Owner Equity $ 2,166,200 Total $10,831,000 Uses Amount Land Acquisition $ 1,031,000 Site Improvement $ 500,000 New Construction $ 6,000,000 Machinery and Equipment $ 3,300,000 Total $10,831,000 TIF is a critical component of the overall financial assistance package for the development proposal as UMC has indicated that they can not proceed with the project with -out TIF assistance for the land. As the financing is structured, the TIF land write-down is an upfront benefit for UMC. The EDA will acquire the 7.39 -acre parcel and convey it to UMC, with the TIF District pay -go serving to reimburse the EDA for its land acquisition costs. In addition, A deferred second mortgage will be carried by (payable to) the EDA, allowing UMC to forgo land payments in the amount of $300,000 until early 2021, after it completes its new building and hires an initial group of employees. The TIF Plan shows that the EDA will receive tax increment payments annually over the next 9 years or until the principal amount of $731,000, along with accrued interest, is received. In combination with the second mortgage, the TIF increment will reimburse the EDA in full for its land purchase costs. City Council Agenda: 11/25/2019 The attached TIF illustrations, prepared by Northland Securities, indicate the annual estimated increment flow based on the early indications of the project's real property value of $5,200,000. Staff plan to provide the building plans to the Wright County Assessor with a goal of getting a more accurate estimate of the finished project valuation. If the City Council approves establishing Economic Development TIF District #1-41, certification steps with the County Auditor would occur in June 2020. A basic project financing analysis shows that the TIF land write-down of $731,000 is approximately 6.75 percent of the entire project costs. The total upfront public assistance, MIF and TIF combined, amounts to 9.52 percent of the project costs. The Job Creation Fund (JCF) assistance in the total amount of $175,000 will be in the form of a trailing, annual pay - for -performance grant payable to the UMC over the next 5 years. UMC has indicated that its new target date for project kickoff is April 2020. Construction of the new facility is expected to last until mid-December 2020. Al. STAFF IMPACT: The EDA attorney (Kennedy and Graven) and the Financial Advisor (Northland Securities) as well as the Economic Development Manager and the Community Development Director have spent a considerable amount of time combined (estimate of 55 to 65 hours) preparing initial TIF Plan documents and reports for review by the EDA and City Council. Even though UMC's proposal is complicated, and as such requires a higher level of staff time and review for the TIF Plan to be accurately assembled, the current staff involved is sufficient to complete the final review and approval steps. A2. BUDGET IMPACT: The budgetary impact related to consideration of Resolution 2019-70 approving the TIF Plan and establishing the TIF District is primarily in legal and financial advisor expenses. UMC has deposited $20,000 into an escrow account with the City to cover the consultant fees. B. ALTERNATIVE ACTIONS: 1. Motion to approve Resolution 2019-70 establishing a new Economic Development TIF District #1-41 in support of the UMC 52,000 square foot expansion proposal. 2. Motion of other as determined by the City Council C. STAFF RECOMMENDATION: Staff recommends Alternative #1. UMC is proposing a sizeable physical expansion on a site adjacent to its existing facility located at 500 Chelsea Road. The total investment is estimated to be $10,831,000 for all of the project components. The land acquisition component in which the TIF District will play a critical role is structured as an upfront land write down in the amount of $731,000. The tax increment generated from the value of UMC's new development will be flow back to the EDA to reimburse it for $731,000 in land purchase expenditures. UMC will also be offered a deferred second mortgage by the EDA in the amount of $300,000 allowing it to obtain title to the 7.39 -acre parcel and begin the project with zero initial land costs. The second mortgage will have a payment due date in 2021, after the new facility is completed and the initial jobs have been created. D. SUPPORTING DATA: A. Resolution 2019-70 2 City Council Agenda: 11/25/2019 B. Summary Memo from Northland Securities, Inc. C. TIF District Illustration and Increment Flow Run D. TIF District # 1-41 Plan E. TIF Application F. UMC Financial Assistance Action Item Timeline G. Notice of TIF Public Hearing CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2019-70 A RESOLUTION APPROVING THE ESTABLISHMENT OF TAX INCREMENT FINANCING (ECONOMIC DEVELOPMENT) DISTRICT NO. 1-41 WITHIN THE CENTRAL MONTICELLO REDEVELOPMENT PROJECT NO. 1; AND THE ADOPTION OF A TAX INCREMENT FINANCING PLAN RELATING THERETO. WHEREAS, the City of Monticello, Minnesota (the "City") and the City of Monticello Economic Development Authority (the "Authority") have previously established the Central Monticello Redevelopment Project No. 1 (the "Redevelopment Project") within the City, pursuant to Minnesota Statutes, Sections 469.001 through 469.047, as amended, and Minnesota Statutes, Sections 469.090 through 469.108 1, as amended (together, the "Act"); and WHEREAS, the City and the Authority have proposed to approve a tax increment financing plan (the "TIF Plan") for Tax Increment Financing (Economic Development) District No. 1-41 (the "TIF District"), an economic development district, within the Redevelopment Project, pursuant to Minnesota Statutes, Sections 469.174 through 469.1794, as amended (the "TIF Act"), all as described in a plan document presented to the City Council of the City (the "City Council") on the date hereof; and WHEREAS, pursuant to Section 469.174, subdivision 2 of the TIF Act, the proposed TIF Plan and the estimates of the fiscal and economic implications of the TIF Plan were presented to the Board of Education of Independent School District No. 882 (Monticello Public Schools) and to the Board of Commissioners of Wright County, Minnesota (the "County") at least thirty (30) days prior to the date hereof, and WHEREAS, the City Council has reviewed the contents of the TIF Plan and on this date conducted a duly noticed public hearing thereon, at which the views of all interested parties were heard; and NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Monticello as follows: Section 1. Findings for the Establishment of the TIF District. (a) It is found and determined that it is necessary and desirable for the sound and orderly development of the Redevelopment Project, and for the protection and preservation of the public health, safety, and general welfare, that the authority of the TIF Act be exercised by the City to provide financial assistance to the TIF District and the Redevelopment Project. (b) It is further found and determined, and it is the reasoned opinion of the City, that the development proposed in the TIF Plan could not reasonably be expected to occur solely through private investment within the reasonably foreseeable future and the increased market 610060v2MN190-160 value of the site that could reasonably be expected to occur without the use of tax increment financing would be less than the increase in the market value expected to result from the proposed development after subtracting the present value of the projected tax increments for the maximum duration of the district permitted by the TIF Plan. (c) The proposed public improvements to be financed in part through tax increment financing are necessary to permit the City to realize the full potential of the TIF District and the Redevelopment Project in terms of development intensity, employment opportunities, and tax base. (d) The TIF Plan conforms to the general plan for development of the City as a whole, as the development is located within an area of the City zoned as Industrial Business Campus, with light manufacturing as a permitted use. (e) The TIF Plan will afford maximum opportunity, consistent with the sound needs of the City as a whole, for the development of the TIF District and the Redevelopment Project by private enterprise because it will facilitate the retention and expansion of a successful business providing living wage jobs for City residents. (f) The TIF District is an economic district under Section 469.174, subdivision 12 of the TIF Act. (g) Reasons and facts supporting all the above findings are set forth in the TIF Plan and are incorporated herein by reference. The City Council has also relied upon reports and recommendations of its staff and consultants, as well as the personal knowledge of members of the City Council, in reaching its conclusions regarding the TIF Plan. Section 2. Public Purpose. The adoption of the TIF Plan conforms in all respects to the requirements of the Act. The TIF Plan will help facilitate development that will create new manufacturing uses, provide employment opportunities, and improve the tax base. The City expressly finds that any private benefit to be received by a private developer is incidental, as the tax increment assistance is provided solely to make the development financially feasible and thus produce the public benefits described. Therefore, the City finds that the public benefits of the TIF Plan exceed any private benefits. Section 3. Approvals; Further Proceedings. (a) The TIF Plan for the TIF District is hereby approved and adopted in substantially the form on file at City Hall. (b) The City Council authorizes and directs the Authority to file a request for certification of the TIF District with the County Auditor/Treasurer of the County and to file a copy of TIF Plan with the Minnesota Commissioner of Revenue and the Office of the State Auditor as required by the TIF Act. 2 61006MMN190-160 (c) The County Auditor/Treasurer of the County is requested to certify the original net tax capacity of the TIF District, as described in the TIF Plan. (d) City staff, advisors, and legal counsel are authorized and directed to proceed with the implementation of the TIF Plan and to negotiate, draft, prepare, and present to the City Council for its consideration all further plans, resolutions, documents, and contracts necessary for this purpose. ADOPTED BY the City Council of the City of Monticello, Minnesota, this 25th day of November, 2019. Brian Stumpf, Mayor ATTEST: Jeff O'Neill, City Administrator 3 61006MMN190-160 NORTHLAND '%`� PUBLIC FINANCE I►ril �►�i[• ' ' � � �1uJ To: City of Monticello and Monticello EDA From: Tammy Omdal Date: November 21, 2019 Re: Proposed Tax Increment Financing District No. 1-41 The City of Monticello (the "City") and the City of Monticello Economic Development Authority (the "EDA) has received an application for financial assistance from Ultra Machining Company (the "Developer") for the proposed construction of an approximately 52,000 square foot new facility to expand the Developer's manufacturing capacity on property adjacent to its existing facility (the "Project)". The site for the Project is on 7.39 acres of vacant land privately owned by Monticello Industrial Park Inc. located at 4065 Chelsea Road West in the City (the "Property"). The EDA will acquire the Property from the private owner and then sell the property to the Developer. The City will hold a public hearing on November 25, 2019 to consider the establishment of Tax Increment Financing (Economic Development) District No. 1-41(the "TIF District") within Central Monticello Redevelopment Project No. 1. The establishment of the TIF District will provide the authority for the EDA to consider financial assistance for the Project. The purpose of this memorandum is to provide information on tax increment financing authority and process for establishing the TIF District, along with a summary of the proposed plan for the TIF District. Background on TIF Authority TIF is a statutory financing tool to promote economic development, redevelopment, and housing development in areas where it would otherwise not occur. The establishment of a TIF district allows a city or an authority to "capture" the revenues generated by the increase in net tax capacity resulting from new development within a designated geographic area called a TIF district. The revenue comes from the increase in property taxes, with some limited exceptions to the taxes that may be captured within a TIF district. For example, referendum taxes and state property taxes cannot be captured with a TIF district. The maximum duration to capture the tax increments from an economic development district is 8 years after the first year of tax increment collections for a total of 9 years. A city/authority may use tax increments to finance public improvements and other qualifying costs related to the new development that generated the increase in net tax capacity. Certain findings must be made by a city/authority when approving a TIF district, including a finding that the project, as Northland Securities, Inc. 150 South Fifth Street, Suite 3300, Minneapolis, MN 55402, Main Tel. 612-851-5900 www.northlandsecurities.com Member FINRA and SIPC I Registered with SEC and MSRB Monticello TIF District 1-41 November 21, 2019 Page 2 proposed, is feasible only through assistance, in part, from tax increment financing. This is commonly referred to as a "but for" finding. Economic Development TIF District The purpose of an economic development district is generally to assist development of a manufacturing facility, among other purposes. Tax increments from an economic development district can be used to provide improvements, loans, subsidies, grants, interest rate subsidies, or assistance in any form to developments consisting of buildings and ancillary facilities, if certain conditions are met. The conditions are as follows: (1) it will discourage commerce, industry, or manufacturing from moving their operations to another state or municipality; or (2) it will result in increased employment in the state; or (3) it will result in preservation and enhancement of the tax base of the state. The Project qualifies as an economic development TIF district. The Project is for manufacturing, warehousing, storage, and distribution of tangible personal property, and 100% of the planned building (on a square footage basis) will be used for this purpose. Process for Approval The first step in creating the TIF District is the adoption of a Tax Increment Financing Plan for the TIF District (the "TIF Plan"). The TIF Plan provides information about the Project to be funded with tax increment from the TIF district and authorizes the use of tax increment from the district to pay TIF - eligible project costs, among other items. A tax increment financing district administered by the EDA (after establishment by the City) must be located within the boundaries of a specified development district or redevelopment project. The EDA has previously established the Central Monticello Redevelopment Project No. 1(the "Project Area"), as modified over time, and set the boundaries of the Project Area as shown in the map included in Exhibit VI of the TIF Plan. No modification to the Project Area or Redevelopment Plan for the Project Area is proposed. After the TIF District is established by the City, the EDA may consider entering into a contract for private development with the Developer for tax increment financing assistance. The proposed terms of the contract and project specifics remain under discussion. Notice to County and School District Before the public hearing and the establishment of a TIF district, the City/EDA must provide certain notices to the county and the school district, including providing a copy of a draft TIF plan. The county and school district may comment on the proposed TIF district but cannot prevent the creation of the TIF district. On behalf of the City/EDA, Northland submitted a letter and a draft copy of the TIF Plan for the TIF District to Wright County and Monticello Public School (District No. 882) on August 23, 2019 asking to receive written comments. As of the date of this memorandum no written or oral comments have been received by Northland. Monticello TIF District 1-41 November 21, 2019 Page 3 Adoption of TIF Plan Following the public hearing, the City Council may consider a resolution approving the establishment of the TIF District within the Project Area and the adoption of the TIF Plan relating thereto (the "Resolution'). The City Council may consider adoption of the Resolution on the same date of the public hearing (after closing the hearing) or a date following. TIF Plan Summary TIF plans can be confusing, as the plans tend to contain technical language that is required by the statutes that govern tax increment. The summary that follows is provided to highlight the key elements of the TIF Plan. A complete copy of the draft TIF Plan is available and included in the packet for the City Council meeting. In summary, the EDA plans to capture 100% of the tax increments collected from the Property within the TIF District to reimburse itself for its net cost of the land acquisition and administrative costs of the TIF District. The EDA's net cost of the land acquisition is the amount paid to the private owner for the Property less any land sale proceeds received from the Developer. Item Plan Section Comments City Plans and 2.02.2 Section 2.02 of the TIF Plan summarizes the proposed Development development and explains how this development is Program consistent with local plans and policies of the City. Boundaries of TIF 2.03.2 The TIF District includes one (1) parcel. The parcel is District currently owned by a private party. The EDA will acquire the Property and sell to the Developer for $300,000. Under terms of the contract between the EDA and the Developer, at closing the Developer will provide a promissory note in the amount of $300,000 to the EDA, secured by a mortgage. Type of District 2.03.3 TIF District 1-41 is an economic development district. The district will meet the statutory criteria for this type of district as a manufacturing project. Estimated Tax 2.04.1 The projected development is estimated to create annual Increment tax increment revenue of $92,517 in the first year of the TIF District or upon completion of development. This amount is based on the following factors: • Total estimated taxable market value of the Property of $5.2 million after completion of construction. This amount is less than the Developer's total preliminary estimated total project cost of $10.3 million. Monticello TIF District 1-41 November 21, 2019 Page 4 Item Project Costs, Estimated Source and Uses of Funds, Administrative Expense Plan Section Comments Classification of the Property as commercial - industrial. • The original net tax capacity value of the TIF District will be based on the current market value of the Property for taxes payable in 2020. A property's net tax capacity is determined by multiplying the property's taxable market value by the relevant class rate or rates. Class rates are set by statute, vary by property type, and are uniform statewide. For purpose of calculating tax increments, the County Auditor will set the original net tax capacity value of the TIF District based on the future use (commercial - industrial). • The estimated local tax rate of 96.70% in the TIF Plan is based on tax rates for taxes payable in 2019, includes the City, County, School, and other local taxing jurisdictions tax rates pursuant to the provisions in the TIF Act. This rate is used to estimate the future tax increments. Upon request to the County Auditor to certify the TIF District, and the anticipated timing of the request, it is anticipated the final certified tax rate for the TIF District will be based on the local tax rate for taxes payable in 2020. The actual estimated market value of the property will be set by the Assessor after completion of construction. Changes in property values and tax rates will alter the amount of tax increment revenue from year-to-year. The TIF Plan includes estimates for planning purposes only, and the actual amounts will vary. 2.04.2 Tax increment revenue will be used to pay Project Costs 2.04.3 related to development of the Property. The TIF Plan provides for the reimbursement of up to $1,051,000 of 2.04.4 estimated Project costs to be incurred by the EDA. The Project Costs include $1,031,000 for land acquisition and $20,000 for administrative costs. Reimbursement of Project Costs will be on a pay -go basis. As tax increment is collected by the EDA upon distribution of taxes from the County, the EDA will use Monticello TIF District 1-41 November 21, 2019 Page 5 Item Plan Section Comments the available tax increments to reimburse itself for actual costs incurred, along with interest payments on the balances outstanding. The terms for payment to the EDA will be detailed in an interfund loan resolution providing for the advance of monies from other EDA funds. The EDA is authorized to advance or loan money from any fund from which such advances may be legally made in order to finance expenditures that are eligible to be paid with tax increments from the TIF District. Subject to approval by the EDA, the funds used to acquire the Property will come from the EDA General Fund and from the fund balance for TIF District No. 1-6. The EDA will repay these funds, with interest, from tax increments generated by the improvements in the new TIF District. Bonded 2.04.6 All payments to the EDA will be on a "pay -go" basis Indebtedness payable solely from available tax increments and will not be a general obligation of the City. The TIF Act describes an "interfund loan' as a bonded indebtedness. The principal (par) amount of the interfund loan is estimated to be $1,051,000 payable with interest at the rate of 3.0% per annum. The Developer's repayment of its $300,000 mortgage will be used to reduce the principal balance outstanding on the interfund loan. The land sale proceeds will be recorded as tax increment revenue to the TIF District, pursuant to the statutes governing tax increment. Duration 2.04.7 The TIF Plan elects a duration of nine (9) years which is the maximum duration allowed for an economic development district. The estimated month and year of first receipt of tax increment is July 2022. The estimated required decertification date based on year 2022 as the first year of tax increment collection is December 31, 2030. Monticello TIF District 1-41 November 21, 2019 Page 6 Property Taxes The property where the Project will be located is currently classified as agricultural non -homestead. The approval of the TIF District and completion of the Project will result in an estimated $19,436 in property taxes payable to the respective taxing jurisdictions in the first year (Year 1) of the TIF District, an increase of $15,560 over pay 2019. The largest portion of the increase is from the school referendum tax and state property tax, which cannot be captured as tax increments. The captured tax increments for the TIF District is estimated at $92,517 (Year 1). This is based on an estimated taxable market value of $5.2 million for the Project and based on tax rates for year 2019. Figure 1 below provides details for the estimated taxes payable and tax increment for Year 1 of the TIF District. Figure 1. Current Taxes for Pay 2019 on 7.39 Acres of Taxing Jurisdictions Subject Land for the Project City $1,427 School District $554 County $1,845 Other Special Taxing Jurisdictions $50 State Tota 1 $3,876 Notes: 1. Amounts estimated based on taxable market value of $5.2 million for expansion, classifed as Cl based on pay 2019 tax rates. 2. Captured taxes includes the taxes that will be captured within the TIF District and used to assist the Project. To establish the TIF District, the City Council must find that the Project, as proposed, would not be feasible without TIF. 3. The amounts in Figure 1 for Total Annual Taxes Paid by Project is for the expansion project only and does not include taxes payble on the existing property/land owned by UMC. 3. All amounts are estimated and based on year one of the TIF District, after project completion. Figures are Estimated Taxes Paybable to Taxing Jurisdictions Year 1 of TIF District Captured TIF Year 1 of TIF District Total Taxes Paid by Project Year 1 of TIF District $2,854 $32,778 $35,632 $12,794 $16,237 $29,031 $3,688 $42,356 $46,044 $100 $1,146 $1,246 $44,113 $0 $44,113 $63,549 $92,517 $156,066 Notes: 1. Amounts estimated based on taxable market value of $5.2 million for expansion, classifed as Cl based on pay 2019 tax rates. 2. Captured taxes includes the taxes that will be captured within the TIF District and used to assist the Project. To establish the TIF District, the City Council must find that the Project, as proposed, would not be feasible without TIF. 3. The amounts in Figure 1 for Total Annual Taxes Paid by Project is for the expansion project only and does not include taxes payble on the existing property/land owned by UMC. 3. 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INTRODUCTION AND DEFINITIONS.........................................................1 Section 1.01 Introduction......................................................................................1 Section 1.02 Definitions.........................................................................................1 Section 1.03 Plan Preparation...............................................................................1 ARTICLE II - TAX INCREMENT FINANCING PLAN.........................................................2 Section 2.01 Statutory Authority..........................................................................2 Section 2.02 Planned Development.....................................................................2 2.02.1 Project Description......................................................................................3 2.02.2 City Plans and Development Program .................................................... 3 2.02.3 Land Acquisition.........................................................................................3 2.02.4 Development Activities..............................................................................2 2.02.5 Need for Tax Increment Financing........................................................... 2 Section 2.03 Tax Increment Financing District...................................................3 2.03.1 Designation.................................................................................................. 3 2.03.2 Boundaries of TIF District..........................................................................3 2.03.3 Type of District............................................................................................3 Section 2.04 Plan for Use of Tax Increment........................................................4 2.04.1 Estimated Tax Increment............................................................................4 2.04.2 Project Costs.................................................................................................4 2.04.3 Estimated Sources and Uses of Funds.....................................................4 Figure2-1......................................................................................................5 2.04.4 Administrative Expense.............................................................................5 2.04.5 County Road Costs.....................................................................................5 2.04.6 Bonded Indebtedness.................................................................................5 2.04.7 Duration of TIF District..............................................................................6 2.04.8 Estimated Impact on Other Taxing Jurisdictions...................................6 2.04.9 Prior Planned Improvements.................................................................... 6 ARTICLE III -ADMINISTERING THE TIF DISTRICT......................................................7 Section 3.01 Filing and Certification....................................................................7 Section 3.02 Modifications of the Tax Increment Financing Plan....................7 Section 3.03 Four -Year Knockdown Rule...........................................................7 Section 3.04 Pooling and Five -Year Rule.............................................................8 Section 3.05 Financial Reporting and Disclosure Requirements .....................8 Section 3.06 Business Subsidy Compliance........................................................9 EXHIBITS..........................................................................................................................10 Exhibit I Present Value Analysis..................................................................10 Exhibit II Projected Tax Increment................................................................11 Exhibit III Impact on Other Taxing Jurisdictions..........................................12 Exhibit IV Estimated Tax Increment Over Life of District ..........................13 Exhibit V Map of TIF District.........................................................................14 Exhibit VI Map of Central Monticello Redevelopment Project No. 1........15 TAX INCREMENT FINANCING (ECONOMIC DEVELOPMENT) DISTRICT NO. 1-41 ARTICLE I — INTRODUCTION AND DEFINITIONS SECTION 1.01 INTRODUCTION The City of Monticello and the City of Monticello Economic Development Authority propose to provide tax increment financing assistance through the establishment of Tax Increment Financing (Economic Development) District No. 1-41 to assist with the financing of certain project costs for the construction of an approximate 52,000 square foot new manufacturing facility. This document contains the plan for achieving the objectives of the Central Monticello Redevelopment Project No. 1 through the establishment of Tax Increment Financing District No. 1-41. SECTION 1.02 DEFINITIONS For the purposes of this document, the terms below have the meanings given in this section, unless the context in which they are used indicates a different meaning: 1. "Authority" means the City of Monticello Economic Development Authority. 2. "City" means the City of Monticello, Minnesota. 3. "City Council" means the City Council of the City. 4. "County" means Wright County, Minnesota. 5. "Developer" means the private party undertaking construction within the TIF District. 6. "Project Costs" means the cost of qualified development activities that will occur within the TIF District that may be paid from tax increment revenue. 7. "Redevelopment Plan" means the Redevelopment Plan for the Redevelopment Project, as the same may, from time to time, be amended or supplemented. 8. "Redevelopment Project" means Central Monticello Redevelopment Project No. 1 of the Authority, as the same may, from time to time, be amended or supplemented. 9. "School District" means Independent School District No. 882 (Monticello Public Schools). 10. "State" means the State of Minnesota. 11. "TIF Act" means Minnesota Statutes, Sections 469.174 through 469.1794, as amended, both inclusive. 12. "TIF District" means Tax Increment Financing (Economic Development) District No. 1-41. 13. "TIF Plan" means the tax increment financing plan for the TIF District (this document). SECTION 1.03 PLAN PREPARATION The document was prepared for the City and the Authority by Northland Securities, Inc. DRAFT FOR PUBLIC HEARING, NOVEMBER 25, 2019 TAX INCREMENT FINANCING (ECONOMIC DEVELOPMENT) DISTRICT NO. 1-41 ARTICLE II - TAX INCREMENT FINANCING PLAN SECTION 2.01 STATUTORY AUTHORITY The TIF District and the TIF Plan are established under the authority of the TIF Act. SECTION 2.02 PLANNED DEVELOPMENT 2.02.1 Project Description The Developer proposes to build an approximately 52,000 square foot new facility to expand the Developer's manufacturing capacity on property adjacent to its existing facility. The site is currently vacant. 2.02.2 City Plans and Development Program In addition to achieving the objectives of the Redevelopment Plan, the proposed development is consistent with and works to achieve the development objectives of the City. The TIF Plan for the TIF District conforms to the general plan for development or redevelopment of the City as a whole. The City has adopted land use controls to guide the use of property. The proposed development plans for the project in the TIF District have been reviewed by the Planning Commission and the City Council, and conform to current land use controls. 2.02.3 Land Acquisition The Developer plans to acquire the property within the TIF District with assistance from the Authority and the City. 2.02.4 Development Activities As of the date of approval of this TIF Plan, there are no development activities proposed in this TIF Plan that are subject to contracts. 2.02.5 Need for Tax Increment Financing In the opinion of the City and the Authority, the proposed development would not reasonably be expected to occur solely through private investment within the foreseeable future and that the increased market value of the site that could reasonably be expected to occur without the use of tax increment financing would be less than the increase in the market value estimated to result from the proposed development after subtracting the present value of the projected tax increments for the maximum duration of the TIF District permitted by the TIF Plan. The reasons and facts supporting this finding include the following: • The proposed development requires public financial assistance to offset the cost of land acquisition to allow for the Developer to proceed with construction of the project. • The Company has represented that the expansion is necessary to retain the current operations and increase the Company's jobs in Minnesota. • A comparative analysis of estimated market values both with and without establishment of the TIF District and the use of tax increments has been performed as described above and is shown in Exhibit I. This analysis indicates that the increase in estimated market value of the proposed development (less the present value of the projected tax increments for the maximum duration permitted by the TIF Plan) exceeds the estimated market value of the site prior to the establishment of the TIF District. DRAFT FOR PUBLIC HEARING, NOVEMBER 25, 2019 TAX INCREMENT FINANCING (ECONOMIC DEVELOPMENT) DISTRICT NO. 1-41 SECTION 2.03 TAX INCREMENT FINANCING DISTRICT 2.03.7 Designation This TIF District is designated as Tax Increment Financing (Economic Development) District No. 1-41. 2.03.2 Boundaries of TIF District The boundaries of the TIF District are depicted in Exhibit V. The TIF District includes parcel number 155-143-001020 and the immediate adjacent roads and right-of-way. The parcel is described as follows: • Lot 2, Block 1, Monticello Commerce Center 6th Addition, Wright County, Minnesota 2.03.3 Type of District The TIF District is established as an "economic development" district pursuant to Sections 469.174 subdivision 12, and 469.176, subdivision 4c, of the TIF Act. The TIF Act allow tax increments from an economic development district to be used to provide improvements, loans, subsidies, grants, interest rate subsidies, or assistance in any form to developments consisting of buildings and ancillary facilities, if all the following conditions are met: (1) it will discourage commerce, industry, or manufacturing from moving their operations to another state or municipality; or (2) it will result in increased employment in the state; or (3) it will result in preservation and enhancement of the tax base of the state. The Project will meet these conditions. Revenue derived from tax increment from an economic development district may not be used to provide improvements, loans, subsidies, grants, interest rate subsidies, or assistance in any form to developments consisting of buildings and ancillary facilities, if more than 15 percent of the buildings and facilities (determined on the basis of square footage) are used for a purpose other than: (1) the manufacturing or production of tangible personal property, including processing resulting in the change in condition of the property; (2) warehousing, storage, and distribution of tangible personal property, excluding retail sales; (3) research and development related to the activities listed in clause (1) or (2); (4) telemarketing if that activity is the exclusive use of the property; (5) tourism facilities; or (6) space necessary for and related to the activities listed in clauses (1) to (5). The Project is for manufacturing, warehousing, storage, and distribution of tangible personal property, and 100% of the planned building (on a square footage basis) will be used for this purpose. The Project is a qualified facility and meets these requirements in the TIF Act. DRAFT FOR PUBLIC HEARING, NOVEMBER 25, 2019 3 TAX INCREMENT FINANCING (ECONOMIC DEVELOPMENT) DISTRICT NO. 1-41 SECTION 2.04 PLAN FOR USE OF TAX INCREMENT 2.04.1 Estimated Tax Increment The original net tax capacity of value of the TIF District will be set by the County upon request for certification. For the purposes of this Plan, the estimated original net tax capacity is $8,330. This amount is estimated based on the most recent published estimated market value of $416,500 for Parcel 155-143-001020; with tax capacity value calculated for commercial property. The total tax capacity value of the property after development completion (for taxes payable in 2022) is estimated to be $104,000. This amount is based on a total estimated taxable market value of $5,200,0000 with property classified as commercial. The estimated difference between the total tax capacity value after development completion and the original net tax capacity value is the captured tax capacity value in the amount of $95,670 for the creation of tax increment. The total local tax rate for taxes payable in 2019 is 96.70%. The TIF Plan assumes that this rate will be set as the original local tax rate for the TIF District. At the time of the certification of the original net tax capacity for the TIF District, the County Auditor shall certify the original local tax rate that applies to the TIF District. The original local tax rate is the sum of all the local tax rates, excluding that portion of the school rate attributable to the general education levy under Minnesota Statutes section 126C.13, that apply to a property in the TIF District. The local tax rate to be certified is the rate in effect for the same taxes payable year applicable to the tax capacity values certified as the TIF District's original tax capacity. The resulting tax capacity rate is the original local tax rate for the life of the TIF District. Under these assumptions, the estimated annual tax increment will be $92,517 after development completion. The actual tax increment will vary according to the certified original tax capacity value and original tax rate, the actual property value produced by the proposed development and the changes in property value and State tax policy over the life of the district. It is the intent of the City and the Authority to retain 100% of the captured tax capacity value for the duration of the TIF district. Exhibit II contains the projected tax increment over the life of the District. 2.04.2 Project Costs The Authority will use tax increment to pay Project Costs. The Authority anticipates the use of tax increment to pay administrative expenses for the TIF District and to reimburse the Authority for Project Costs. A contract between the Authority and the Developer will define the means for verifying Project Costs eligible for reimbursement and the means of disbursing tax increments collected by the Authority. The Authority will use tax increments to pay financing costs. The interest rate payable on bonds issued, the definition of bonds includes interfund loans, will be set pursuant to approving resolutions. The Authority reserves the right to use any other legally available revenues to finance or pay for Project Costs associated with the development in the TIF District. 2.04.3 Estimated Sources and Uses of Funds The estimated sources of revenue, along with the estimated Project Costs of the TIF District, are itemized in Figure 2-1 that follows. Such costs are eligible for reimbursement from tax increments, and other listed sources of revenue from the TIF District. The City and Authority reserve the right to administratively adjust the amount of any of the Project Cost items listed in Figure 2-1, so long as the total estimated tax increment project costs amount, not including financing costs, is not increased. DRAFT FOR PUBLIC HEARING, NOVEMBER 25, 2019 4 TAX INCREMENT FINANCING (ECONOMIC DEVELOPMENT) DISTRICT NO. 1-41 FIGURE 2-1 ESTIMATED SOURCES AND USES OF FUNDS Estimated Project/Financing Costs (to be paid or financed with tax increment) Total Estimated Tax Increment Revenues (from tax increment generated by the district) Tax increment revenues distributed from the County $905,000 Interest and investment earnings $15,000 Sales/lease proceeds $300,000 Market value homestead credit $0 Total Estimated Tax Increment Revenues $1,220,000 Estimated Project/Financing Costs (to be paid or financed with tax increment) Project costs Land/building acquisition $1,031,000 Site improvements/preparation costs $0 Utilities $0 Other qualifying improvements $0 Construction of affordable housing $0 Small city authorized costs, if not already included above $0 Administrative costs $20,000 Estimated Tax Increment Project Costs $1,051,000 Estimated financing costs Interest expense $169,000 Total Estimated Project/Financing Costs to be Paid from Tax Increment $1,220,000 Estimated Financing Total amount of bonds to be issued $1,051,000 2.04.4 Administrative Expense The Authority reserves the right to retain up to ten percent (10%) of annual tax increment revenues, in addition to any required fees paid to the State and County. The Authority will use these monies to pay for and reimburse the Authority for costs of administering the TIF district allowed by the TIF Act. The estimated amount of tax increment revenue planned to pay administrative expense is shown in Figure 2-1 and is estimated at five percent (2.5%) of the tax increment revenues distributed from the County, which is less than the maximum allowed. Anticipated administrative expenses of the TIF District include annual audit of the fund for TIF District, preparation of annual reporting, legal publication of annual report, and administration of the development agreement. 2.04.5 County Road Costs The proposed development will not substantially increase the use of county roads and necessitate the need to use tax increments to pay for county road improvements. 2.04.6 Bonded Indebtedness The total amount of bonds estimated to be issued is shown in Figure 2-1. The City will not issue any general obligation bonded indebtedness as a result of the TIF Plan. The Authority intends to use tax increment financing to reimburse itself for costs related to land acquisition. Under Section 469.176, subdivision 4 of the TIF Act, the City or the Authority may advance or loan money to finance expenditures, from the general funds of the City or the Authority or DRAFT FOR PUBLIC HEARING, NOVEMBER 25, 2019 TAX INCREMENT FINANCING (ECONOMIC DEVELOPMENT) DISTRICT NO. 1-41 any other legally authorized fund to finance qualified expenditures, subject to the following provisions: (a) Not later than 60 days after money is transferred, advanced, or spent, whichever is earliest, the loan or advance must be authorized by resolution of the City or of the Authority, whichever has jurisdiction over the fund from which the advance or loan is authorized. (b) The resolution may generally grant to the City or the Authority the power to make interfund loans under one or more tax increment financing plans or for one or more districts. The resolution may be adopted before or after the adoption of the tax increment financing plan or the creation of the tax increment financing district from which the advance or loan is to be repaid. (c) The terms and conditions for repayment of the loan must be provided in writing. The written terms and conditions may be in any form, but must include, at a minimum, the principal amount, the interest rate, and maximum term. Written terms may be modified or amended in writing by the City or the Authority before the latest decertification of any tax increment financing district from which the interfund loan is to be repaid. The maximum rate of interest permitted to be charged is limited to the greater of the rates specified under Minnesota Statutes, Section 270C.40 or 549.09 as of the date the loan or advance is authorized, unless the written agreement states that the maximum interest rate will fluctuate as the interest rates specified under Minnesota Statutes, Section 270C.40 or 549.09 are from time to time adjusted. Loans or advances may be structured as draw- down or line -of -credit obligations of the lending fund. (d) The Authority shall report in the annual report submitted under Section 469.175, subdivision 6 of the TIF Act: (1) the amount of any interfund loan or advance made in a calendar year; and (2) any amendment of an interfund loan or advance made in a calendar year. 2.04.7 Duration of TIF District The duration to collect and spend tax increments on eligible purposes is set at the maximum duration of eight (8) years after the date of receipt of the first tax increment or nine (9) years of tax increment collection. The estimated decertification date is 12/31/2030. 2.04.8 Estimated Impact on Other Taxing Jurisdictions Exhibits III and IV show the estimated impact on other taxing jurisdictions if the maximum projected retained captured net tax capacity of the TIF District was hypothetically available to the other taxing jurisdictions. The City and the Authority believe that there will be no adverse impact on other taxing jurisdictions during the life of the TIF District, since the proposed development would not have occurred without the establishment of the TIF District and the provision of public assistance. A positive impact on other taxing jurisdictions will occur when the TIF District is decertified and the development therein becomes part of the general tax base. The City and the Authority anticipate minimal impact of the proposed development on city - provided services. There may be minimal borrowing costs to the City or the Authority for the Project. A manageable increase in water and sewer usage is expected. It is anticipated that there may be a slight but manageable increase in police and fire protection duties due to the development. 2.04.9 Prior Planned Improvements There have been no building permits issued in the last 18 months in conjunction with any of the properties within the TIF District. The Authority will include this statement with the request for certification to the County Auditor. DRAFT FOR PUBLIC HEARING, NOVEMBER 25, 2019 6 TAX INCREMENT FINANCING (ECONOMIC DEVELOPMENT) DISTRICT NO. 1-41 ARTICLE III —ADMINISTERING THE TIF DISTRICT SECTION 3.01 FILING AND CERTIFICATION The filing and certification of the TIF Plan consists of the following steps: 1. Upon adoption of the TIF Plan, the City shall submit a copy of the TIF Plan to the Minnesota Department of Revenue and the Office of the State Auditor. 2. The City shall request that the County Auditor certify the original net tax capacity and net tax capacity rate of the TIF District. To assist the County Auditor in this process, the City shall submit copies of the TIF Plan, the resolution establishing the TIF District and adopting the TIF Plan, and a listing of any prior planned improvements. 3. The City shall send the County Assessor any assessment agreement establishing the minimum market value of land and improvements in the TIF District and shall request that the County Assessor review and certify the assessment agreement as reasonable. SECTION 3.02 MODIFICATIONS OF THE TAX INCREMENT FINANCING PLAN The City reserves the right to modify the TIF District and the TIF Plan. Under current State Law, the following actions can only be approved after satisfying all the necessary requirements for approval of the original TIF Plan (including notifications and public hearing): ■ Reduction or enlargement in the geographic area of the Development District or the TIF District. ■ Increase in the amount of bonded indebtedness to be incurred. ■ Increase in the amount of capitalized interest. ■ Increase in that portion of the captured net tax capacity to be retained by the City. ■ Increase in the total estimated Project Costs. ■ Designation of additional property to be acquired by the City. Other modifications can be made by resolution of the City. In addition, the original approval process does not apply if (1) the only modification is elimination of parcels from the TIF District and (2) the current net tax capacity of the parcels eliminated equals or exceeds the net tax capacity of those parcels in the TIF District's original net tax capacity, or the City agrees that the TIF District's original net tax capacity will be reduced by no more than the current net tax capacity of the parcels eliminated. The City must notify the County Auditor of any modification that reduces or enlarges the geographic area of the TIF District. The geographic area of the TIF District may be reduced but not enlarged after five years following the date of certification. SECTION 3.03 FOUR-YEAR KNOCKDOWN RULE The provision of the TIF Act referred to as the Four -Year Knockdown Rule requires development activity to take place on each parcel within a tax increment financing (TIF) district within four years from the date of certification of the original net tax capacity of the district. If development activity on a parcel has not begun within the required time frame, no additional tax increment may be collected from that parcel and its value must be excluded from the district's original net tax capacity. DRAFT FOR PUBLIC HEARING, NOVEMBER 25, 2019 7 TAX INCREMENT FINANCING (ECONOMIC DEVELOPMENT) DISTRICT NO. 1-41 Development activity includes demolition, rehabilitation, renovation or site improvement, including a qualified improvement of an adjacent street, has commenced on a parcel located within the TIF District. If no development activity has occurred within four years from the date of certification then that parcel shall be excluded from the TIF District and the original net tax capacity shall be adjusted accordingly. The City must submit to the County Auditor, by February 1 of the fifth year, evidence that the required activity has taken place for each parcel in the TIF District. If a parcel is excluded from the TIF District and the City or owner of the parcel subsequently commences any of the above activities, the City shall certify to the County Auditor that such activity has commenced and the parcel shall once again be included in the TIF District. The County Auditor shall certify the net tax capacity of the parcel, as most recently certified by the Commissioner of Revenue, and add such amount to the original net tax capacity of the TIF District. SECTION 3.04 POOLING AND FIVE-YEAR RULE At least 80% of the tax increments (not including administrative expenses) from the TIF District (the "In -District Percentage") must be expended on activities within the TIF District, including payment on any bonds for which the proceeds were used to finance activities within the TIF District. Up to 20% of the tax increments from the TIF District may be used to finance activities outside the TIF District but within the boundaries of the Development District. Tax increments are considered to have been "spent" within the TIF District if such amounts are: • actually paid to a third party for activities performed within the TIF District within five years after certification of the district; • used to pay bonds that were issued and sold to a third party, the proceeds of which are reasonably expected on the date of issuance to be spent within the later of the five-year period or a reasonable temporary period or are deposited in a reasonably required reserve or replacement fund. • used to make payments or reimbursements to a third party under binding contracts for activities performed within the TIF District, which were entered into within five years after certification of the district; or • used to reimburse a party for payment of eligible costs (including interest) incurred within five years from certification of the district. It is anticipated that all tax increments to be collected from within the TIF District and distributed by the County will be spent or obligated within five years from the date of certification of the TIF District. SECTION 3.05 FINANCIAL REPORTING AND DISCLOSURE REQUIREMENTS The City will comply with the annual reporting requirements of the TIF Act pursuant to the guidelines of the Office of the State Auditor. Under current law, the City must prepare and submit a report on the TIF District on or before August 1 of each year. The City must also annually publish in a newspaper of general circulation in the City an annual statement for the TIF District, in the format as prescribed by the Office of the State Auditor. The reporting and disclosure requirements outlined in this section begin with the year a tax increment financing district is certified, and shall end in the year in which both the district has been decertified and all tax increments have been spent or returned to the County for redistribution. Failure to meet these requirements, as determined by the State Auditors Office, may result in suspension of distribution of tax increments. DRAFT FOR PUBLIC HEARING, NOVEMBER 25, 2019 8 TAX INCREMENT FINANCING (ECONOMIC DEVELOPMENT) DISTRICT NO. 1-41 SECTION 3.06 BUSINESS SUBSIDY COMPLIANCE The City will comply with the business subsidies requirements specified in Minnesota Statutes, Sections 116J.993 to 116J.995. DRAFT FOR PUBLIC HEARING, NOVEMBER 25, 2019 TAX INCREMENT FINANCING (ECONOMIC DEVELOPMENT) DISTRICT NO. 1-41 Exhibit I Monticello EDA Tax Increment Financing District No. 1-41 Present Value Analysis As Required By Statute Minnesota Statutes 469.175(3)(2) Manufacturing Facility 1 Estimated Future Market Value w/ Tax Increment Financing 6,092,629 7 2 Payable 2019 Market Value 416,500 3 Market Value Increase (1-2) 5,676,129 4 Present Value of Future Tax Increments 782,938 5 Market Value Increase Less PV of Tax Increments 4,893,191 6 Estimated Future Market Value w/o Tax Increment Financing 487,996 7 Payable 2019 Market Value 416,500 8 Market Value Increase (6-7) 71,496 9 Increase in MV From TIF 4,821,695 z ' Assume 2.00% annual appreciation over 8 year life of district. 2 Statutory compliance achieved if increase in market value from TIF (Line 9) is greater than or equal to zero. DRAFT FOR PUBLIC HEARING, NOVEMBER 25, 2019 10 TAX INCREMENT FINANCING (ECONOMIC DEVELOPMENT) DISTRICT NO. 1-41 Exhibit II City of Monticello Tax Increment Financing District No. 1-41 (Economic Development) Manufacturing Facility Projected Tax Increments from Tax Increment Financing (TIF) 3.00% Kev Asssumotions 1 Taxable market value (TMV) annual growth assumption = 2.00% 2 Original Tax Capacity Rate estimated based on Taxes Payable Year 2019. 3 Election for captured tax capacity is 100.00% 4 Base Tax Capacity is calculated based on a TMV = $416,500. 5 Present value is calculated based on semi-annual payments, stated rate in the schedule above, and date of 1/1/2022. 6 Assumption for TIMV = Total SF of 52,000 at $100.00 per SF. DRAFT FOR PUBLIC HEARING, NOVEMBER 25, 2019 11 Taxable TIF Taxes Less Base Captured Captured Less Available Market Tax Tax Rate Present District Payable Tax Tax 2 Tax State Tax 5 Year Year Value Capacity v Capacity a Capacity Increments Fee Increments Value " 6 (TMV) 1 2022 5,200,000 104,000 (8,330) 95,670 96.70% 92,517 (333) 92,184 89,927 2 2023 5,304,000 106,080 (8,330) 97,750 96.70% 94,528 (340) 94,188 179,114 3 2024 5,410,080 108,202 (8,330) 99,872 96.70% 96,580 (348) 96,232 267,562 4 2025 5,518,282 110,366 (8,330) 102,036 96.70% 98,673 (355) 98,318 355,277 5 2026 5,628,647 112,573 (8,330) 104,243 96.70% 100,807 (363) 100,444 442,259 6 2027 5,741,220 114,824 (8,330) 106,494 96.70% 102,984 (371) 102,613 528,513 7 2028 5,856,045 117,121 (8,330) 108,791 96.70% 105,205 (379) 104,826 614,041 8 2029 5,973,165 119,463 (8,330) 111,133 96.70% 107,470 (387) 107,083 698,848 9 2030 6,092,629 121,853 (8,330) 113,523 96.70% 109,781 (395) 109,386 782,938 TOTAL = 908,545 (3,271) 905,274 Kev Asssumotions 1 Taxable market value (TMV) annual growth assumption = 2.00% 2 Original Tax Capacity Rate estimated based on Taxes Payable Year 2019. 3 Election for captured tax capacity is 100.00% 4 Base Tax Capacity is calculated based on a TMV = $416,500. 5 Present value is calculated based on semi-annual payments, stated rate in the schedule above, and date of 1/1/2022. 6 Assumption for TIMV = Total SF of 52,000 at $100.00 per SF. DRAFT FOR PUBLIC HEARING, NOVEMBER 25, 2019 11 TAX INCREMENT FINANCING (ECONOMIC DEVELOPMENT) DISTRICT NO. 1-41 Exhibit III Monticello EDA Tax Increment Financing District No. 1-41 Impact on Other Taxing Jurisdictions (Taxes Payable 2019) Manufacturing Facility Annual Tax Increment Estimated Annual Captured Tax Capacity (Full Development) $113,523 Payable 2019 Local Tax Rate 96.704% Estimated Annual Tax Increment $109,781 Percent of Tax Base Net Tax Captured Tax Added Percent of Capacity Tax Increment Local Tax Total NTC (NTC) Capacity Rate City of Monticello 29,784,556 113,523 0.38% Wright County 39,820,321 113,523 0.29% ISD 882 167,946,775 113,523 0.07% Dollar Impact of Affected Taxing Jurisdictions NOTE NO. 1: Assuming that ALL of the captured tax capacity would be available to all taxing jurisdictions even if the City does not create the Tax Increment District, the creation of the District will reduce tax capacities and increase the local tax rate as illustrated in the above tables. NOTE NO. 2: Assuming that NONE of the captured tax capacity would be available to the taxing jurisdiction if the City did not create the Tax Increment District then the plan has virtually no initial effect on the tax capacities of the taxing jurisdictions. However, once the District is established, allowable costs paid from the increments, and the District is terminated, all taxing jurisdictions will experience an increase in their tax base. DRAFT FOR PUBLIC HEARING, NOVEMBER 25, 2019 12 Net Tax Tax Added Capacity % of Total Increment Local Tax (NTC) Share Rate City of Monticello 34.262% 35.430% 38,895 0.131% Wright County 44.273% 45.782% 50,260 0.126% ISD 882 16.972% 17.550% 19,267 0.011% Other 1.197% 1.238% 1,359 Totals 96.704% 100.000% 109,781 NOTE NO. 1: Assuming that ALL of the captured tax capacity would be available to all taxing jurisdictions even if the City does not create the Tax Increment District, the creation of the District will reduce tax capacities and increase the local tax rate as illustrated in the above tables. NOTE NO. 2: Assuming that NONE of the captured tax capacity would be available to the taxing jurisdiction if the City did not create the Tax Increment District then the plan has virtually no initial effect on the tax capacities of the taxing jurisdictions. However, once the District is established, allowable costs paid from the increments, and the District is terminated, all taxing jurisdictions will experience an increase in their tax base. DRAFT FOR PUBLIC HEARING, NOVEMBER 25, 2019 12 TAX INCREMENT FINANCING (ECONOMIC DEVELOPMENT) DISTRICT NO. 1-41 DRAFT FOR PUBLIC HEARING, NOVEMBER 25, 2019 13 Exhibit IV City of Monticello Tax Increment Financing (Economic Development) District No. 1-41 Manufacturing Facility Estimated Tax Increments Over Maximum Life of District Based on Pay 2019 Tax Rate = 96.704% 34.262% 44.273% 16.972% 1.197% New Estimated City County School Other TIF Taxes Taxable New Base Captured Total TIF TIF TIF TIF District Payable Market Tax Tax Tax Tax Related Related Related Related Year Year Value Capacity Capacity Capacity Increment Share Share Share Share 1 2022 5,200,000 104,000 (8,330) 95,670 92,517 32,778 42,356 16,237 1,146 2 2023 5,304,000 106,080 (8,330) 97,750 94,528 33,491 43,277 16,590 1,170 3 2024 5,410,080 108,202 (8,330) 99,872 96,580 34,218 44,216 16,950 1,196 4 2025 5,518,282 110,366 (8,330) 102,036 98,673 34,959 45,174 17,317 1,223 5 2026 5,628,647 112,573 (8,330) 104,243 100,807 35,716 46,151 17,692 1,248 6 2027 5,741,220 114,824 (8,330) 106,494 102,984 36,487 47,148 18,074 1,275 7 2028 5,856,045 117,121 (8,330) 108,791 105,205 37,274 48,165 18,464 1,302 8 2029 5,973,165 119,463 (8,330) 111,133 107,470 38,076 49,202 18,862 1,330 9 2030 6,092,629 121,853 (8,330) 113,523 109,781 38,895 50,260 19,267 1,359 Total 908,545 321,894 415,949 159,453 11,249 Note: The Estimated Total Tax Increment shown above is before deducting the State Auditor's fee, which is payable at a rate of 0.36% of the Total Tax Increment collected. Exhibit II provides Estimated Total Tax Increment after deducting for the State Auditor's fee. DRAFT FOR PUBLIC HEARING, NOVEMBER 25, 2019 13 TAX INCREMENT FINANCING (ECONOMIC DEVELOPMENT) DISTRICT NO. 1-41 EXHIBIT V Map of Boundaries of Tax Increment Financing District No. 1-41 DRAFT FOR PUBLIC HEARING, NOVEMBER 25, 2019 14 TAX INCREMENT FINANCING (ECONOMIC DEVELOPMENT) DISTRICT NO. 1-41 EXHIBIT VI Map of Boundaries of Central Monticello Redevelopment Project No. 1 A M 3 rt z Z O 3 rt n� fD 3 O O -4 M T n c fD M rt O O � rt H Z 3 rt z O M M rt M DRAFT FOR PUBLIC HEARING, NOVEMBER 25, 2019 15 CITY OF MONTICELLO ECONOMIC DEVELOPMENT AUTHORITY BUSINESS SUBSIDY APPLICATION BUSINESS ASSISTANCE FINANCING Legal name of applicant: Ultra Machining Company, Inc. Address: 500 Chelsea Road Monticello, MN 55362 Telephone number: 763-271-5200 Name of contact person: Jaci Dukowitz / COO or Tim Dolan / Project Consultant REQUESTED INFORMATION Addendum shall be attached hereto addressing in detail the following: 1. A map showing the exact boundaries of proposed development. 2. Give a general description of the project including size and location of building(s); business type or use; traffic information including parking, projected vehicle counts and traffic flow; timing of the project; estimated market value following completion. 3. The existing Comprehensive Guide Plan Land Use designation and zoning of the property. Include a statement as to how the proposed development will conform to the land use designation and how the property will be zoned. 4. A statement identifying how the increment assistance will be used and why it is necessary to undertake the project. 5. A statement identifying the public benefits of the proposal including estimated increase in property valuation, new jobs to be created, hourly wages and other community assets. 6. A written description of the developer's business, principals, history and past projects I understand that the application fee will be used for EDA staff and consultant costs and may be partially refundable if the request for assistance is withdrawn. Refunds will be made at the discretion of the EDA Board and be based on the costs incurred by the EDA prior to withdraw of the request for assistance. If the initial application fee is insufficient, I will be responsible for additional deposits. SIGNATURE (--"" Applicant's signature Date: r CITY OF MONTICELLO ECONOMIC DEVELOPMENT AUTHORITY Application for Business Assistance Financing GENERAL INFORMATION: Business Name: Ultra Machining Company, Inc. Date: 11/18/2019 Address: 500 Chelsea Road Monticello, MN 55362 Type (Partnership, etc.): Corporation Authorized Representative: Phone: Jaci Dukowitz / COO 763-271-5200 or Tim Dolan / Project Consultant 763-331-1923 Description of Business: Precision manufacturing facility for primarily aerospace and medical device Legal Counsel: Gray, Plant, Mooty Address: 80 South 8th St. #500, Minneapolis, MN 55402 Phone: 612-632-3000 FINANCIAL BACKGROUND: 1. Have you ever filed for bankruptcy? No 2. Have you ever defaulted on any loan commitment? No 3. Have you applied for conventional financing for the project? Yes 4. List financial references: a. b. C. 2 5. Have you ever used Business Assistance Financing before? If yes, what, where and when? PROJECT INFORMATION: 1. Location of Proposed Project: PID 155143001020 No 2. Amount of Business Assistance requested? $731,000 3. Need for Business Assistance: Acquisition of land for campus creation 4. Present ownership of site: Monticello EDA is current contract holder 5. Number of permanent jobs created as a result of project? 190+ retained, 60+ created 6. Estimated annual sales: Present: $37 million Future: $100 million 7. Market value of project following completion: 8. Anticipated start date: May 2020 FINANCIAL INFORMATION: 1. Estimated project related costs: a. Land acquisition b. Site development c. Building cost d. Equipment e. Arc hitectural/engineering fee f. Legal fees g. Off-site development costs Completion Date: December 2020 S 1,031,000 Included in "C" 6,500,000 31300,000 Included in "C" Included in "C" Included in "C" 3 1. Source of financing: a. Private financing institution b. Tax increment funds C. Other public funds d. Developer equity $7,333,800 $731,000 $300,000 (MIF) + $300,000 EDA deferred 2" d morwafze $2,166,200 PLEASE INCLUDE: 1. Preliminary financial commitment from bank. 2. Plans and drawing of project. 3. Background material of company. 4. 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O LL Z ^ N a Z~ cr H a rt S - Ci cc R.0 o ..d i o t\l I Ilii yy E a E iwe $GIBE C pp Pig 1 s = II I 1 1 t 1 1 1 1/ 1 '1 I 11111llllll�lll,liilllll(#�„ ' / � 1 - Iilll��illlllllill � e _ j `-J Illlllllllrlllllllll111 1 IIIIli1111i liilll n � E 3: Z C) Ed F= LLI F= z LLJ =5 0 Z_ 0 M LLI 0 0 zo 8 z LU [\louomj-st�oo �JOJ iON - -- --- - - - - - - - - - - - - - - m 8 "S ; Z= i�: Z O < Z O J O S^ r J W N LU � U�¢UZ ) z X 02 CL W � K 4 � W OZ¢- �Omo 0 F a LU � W o W � K f rn Z z o ^ II i °H i �s U- w — — i i J W Z Z J �6 m q O ;- yo w g LU X W La OZ¢- �Omo 0 F a LU � W o W � K rn Z a ^ II i °H i �s U- C- i i O yo w g LU X W OZ¢- �Omo W X j Q U W w O CEJ Z Zt ~ Ll U a W kl ^ II i i �s C- i i At UMC, we are constantly innovating to transform today's cutting edge precision manufacturing into tomorrow's standard. UMC is a proud American company working to establish ourselves as true innovators and thought -leaders operating on the cutting edge of our industry. We are a passionate team of experts producing highly complex parts. For us, it's all about the people behind the products. From tight tolerances to open collaboration, UMC is your go -to resource for manufacturing expertise. Since our humble beginnings in 1968, UMC has sought to devise new processes, search for solutions and explore new technology to meet the increasing expectations of our customers. It has been this quest for quality and efficiency that has driven us to transform from a traditional machine shop to a next generation leader in precision manufacturing working to solve some of the toughest manufacturing challenges facing our customers. From a small, traditional machine shop, started in a garage, to their current, 75,000 sq.ft. state of the art facility, UMC is a leader in precision manufacturing, located in Monticello, MN. Having been located in Monticello since 2003, UMC services focus on the top manufacturers in the medical industry, continuously enhances their operational systems and develops their leadership. This has resulted in aggressive growth over the years. In fact, UMC's revenue has quadrupled since 2003. UMC is growing at a rapid rate, and has been working on finding the perfect solution to address their growth. With 190 full time employees, they have nearly maxed out their capacity at their current location, and wants to build a second building. This second building will support their continued growth, and allow them to add to their aviation fuel delivery manufacturing. Looking ahead, UMC plans to double in size over the next five years, resulting in nearly a 10% increase in revenue, and an addition of 100-125 new employees. Projections indicate the potential to grow to a $100 million/year company, which would add an additional 100+ employees. UMC's proposed expansion will be comprised of roughly 50,800 square feet of space for manufacturing, office, as well as a two story "link" connecting the new facility and existing facility to create a new "UMC Campus." Without the proposed increment financing, the expansion to a campus facility is not financially viable and the company's remaining option to grow would be relocating to a single, larger facility outside the Monticello community. The proposed project is currently in the PUD review process due to the "campus" design needs. The proposed design fits well within the city's land use and zoning and we do not expect any major hurdles as the project progresses through the planning and zoning process. Richard (Dick) J. Salonek dicksalonek@ultramc.com 763.271.5219 A seasoned and mature leader experienced at gathering and evaluating financial information and making actionable recommendations. Demonstrated excellence in managing finance, accounting, budgeting, control, and reporting. A collaborative and flexible style, with a strong service mentality. A true business partner to senior leadership. PROFESSIONAL EXPERIENCE UMC, Inc. Monticello, MN Director of Finance 2003 -present Controller 1995-2003 Accountant 1992-1995 EDUCATION University of Saint Thomas Mini -Masters -Lean Enterprise University of Saint Thomas Mini -Masters- Strategic Planning Saint John's University Bachelor of Arts (BA), Accounting CERTIFICATIONS Certificate, Certified Management Accountant (IMA) Certificate, Six Sigma Green Belt Licensed Analyst, Predictive Index (Workplace Behavior Assessment Tool) St. Paul, MN 2006 St. Paul, MN 2004 Collegeville, MN 1988-1991 Donald Tomann dontomann@ultramc.com 763.271.5200 A strategic thinker and visionary that has spent the past 25+ years building and directing the operations at UMC. A history of success founded on integrity and servant leadership. A strong advocate for family- owned businesses and the role they play in strengthening our communities. PROFESSIONAL EXPERIENCE UMC, Inc. Monticello, MN Chief Executive Officer 2012 -present President 1997-2012 Vice President 1995-1997 Sales 1992-1995 Jaclyn K. Dukowitz jacidukowitz@ultramc.com 763.271.5278 A trusted manufacturing executive focused on the execution of human capital management strategies to enhance business results. An excellent communicator & relationship builder with a passion for operational excellence. A vocal, recognized leader in national & local workforce development initiatives. PROFESSIONAL EXPERIENCE UMC, Inc. Monticello, MN Chief Operating Officer 2018 -present Director of Sales, Marketing, HR & Development 2017-2018 Director of HR & Administration 2014-2017 Human Resources Manager 2013-2014 Senior Human Resources Generalist 2011-2013 TEACHING EXPERIENCE Hennepin Technical College, St. Cloud Technical College, St. Cloud State University, University of St. Thomas Guest Lecturer, Various Departments 2017 -Present Minnesota School of Business Elk River, MN Adjunct Instructor, Business Department 2010-2015 ADDITIONAL EXPERIENCE Anderson Trucking Service, Inc. St. Cloud, MN MACC CommonWealth/Pillsbury United Communities Minneapolis, MN Datalink Corporation Edina, MN EDUCATION Capella University Minneapolis, MN Doctorate of Philosophy (PhD), Organizational Management ABD, 2014 Concordia University St. Paul, MN Master of Arts (MA), Organizational Management & HR 2006 Metropolitan State University St. Paul, MN Bachelor of Science (BS), Human Resource Management 2004 University of Minnesota Minneapolis, MN Generals with emphasis in Psychology & Spanish 1997-2001 CERTIFICATIONS & AWARDS 2018: Women in Business Honoree, Minneapolis St. Paul Business Journal 2017: Manufacturing Emerging Leader, Minnesota Business Magazine Certificate, Senior Certified Professional (SHRM-SCP) Certificate, Senior Professional of Human Resources (SPHR) Certificate, Project Management for HR Professionals Licensed Analyst, Predictive Index (Workplace Behavior Assessment Tool) BOARD MEMBERSHIP Board Member, Minnesota Precision Manufacturing Association 2017 -Present 11-25-19 UMC Expansion Project Timeline of Events and Milestones v4 Calendar Year 2019 — Actual Activities -Milestones 7-31-19 - EDA recommends City Council call for a TIF Public Hearing (Resolution #2019- 06) 8-12-19 - City Council calls for TIF PH (Resolution # 2019-55) 8-14-19 - Non -Binding Letter of Intent between EDA and UMC, Inc. approved by EDA 8-14-19 - EDA accepts TIF application in concept 8-14-19 - EDA recommends City Council approval of MIF application to MN -DEED 8-14-19 - EDA recommends City Council approval of JCF application to MN -DEED 8-26-19 - City Council authorizing MIF Community Needs Public Hearing by Resolution 8-28-19 - Joint EDA and City Council Mtg to discuss global UMC project elements and Tax Abatement 08-30-19 - Last day to provide MIF PH Notice to Official Newspaper 09-05-19 — MIF PH Notice Published in Official Newspaper 09-05-19 - TIF PH Notice to Newspaper 09-09-19 - City Council - MIF PH opened and continued to 09-23-19 09-12-19 - TIF PH Notice Published in Newspaper 09-23-19 - City Council — MIF PH; continued to 10-14-19 09-23-19 - City Council - TIF PH; opened and continued to 10-14-19 10-14-19 - City Council - MIF PH; continued to 10-28-19 10-14-19 - City Council — TIF PH; continued to 10-28-19 10-28-19 - City Council — MIF PH; continued to 11-12-19 10-28-19 - City Council — TIF PH; continued to 11-12-19 11-12-19 - City Council — TIF PH; Continued to 11-25-19 11-12-19 - City Council — MIF PH; Continued to 11-25-19 11-13-19 — EDA considers Purchase Agreement for acquisition of 7.39 -acre parcel of land from SW — Monticello Ind. Park, LLC by Resolution 11-15-19 - Desired final Application Turn In date to City (MIF, TIF and JCF, EDA- SCDP Loan and Business Subsidy Applications) 11-15-19 - Begin formatting and completing MIF Applications 11-15-19 - Distribute TIF application submittal to Tammy O. and Martha I. Calendar Year 2019 — Proiected Activities -Milestones 11-25-19 — City Council — MIF PH; Resolution 11-25-19 — City Council — TIF PH; City C 11-27-19 — Submit MIF Annlication Packets w CC Resolution to MN -DEED 11-25-19 Calendar Year 2020 — Proiected Activities -Milestones 01-20-20 — MIF and JCF Award Letters -Notices arrive 01-27-20 — Last day for Combined Land Sale and Business Subsidy PH Notice to be provided to Official Newspaper 01-30-20 — EDA Combined Land Sale and Business Subsidy PH Notice published in Official Newspaper 02-10-20 — City Council considers MN -DEED MIF Grant Agreement by Resolution - — EDA Combinedan a e and Business Subsidy PH 02-12-20 - EDA considers Purchase & Development Agreement w UMC, Inc. for 7.39 - acre parcel of land with Deferred 2nd Mortgage for $300,000 by Resolution 02-12-20 — EDA considers MIF Forgivable Loan Agreement w UMC by Resolution 02-13-20 - Purchase and Development Agreement Executed between UMC and EDA (recorded if need be) 02-15-20 - EDA Land Purchase (7.39 -acre parcel) Closing Transaction Title conveyed to EDA 04-17-20 - Land Sale�W cojillnkg title"MC, Inc. 04-28-20 - Construction of 52,000 square foot UMC facility begins (lasting 7 to 8 months) 09-10-20 - Equipment purchases commence 09-15-20 - Closing on EDA-SCDP Loan and Disbursement of Loan Funds 12-31-20 — City requests MIF funding draw from MN -DEED for $300,000 w equipment Proof of payment receipts 02-12-21— UMC makes payment to EDA for Land (payment of $300,000 secured by Mortgage = matches the MN -DEED MIF forgivable loan amount that must be used for equipment instead of land) Color code = Tammy Omdal, Northland Securities, Attendance Required on 11-25-19 -� Cm Publishers, Inc. -Public Notice Ad Proof - This is the proof of your ad scheduled to run on the dates indicated below. Please proof read carefully if changes are needed, please contact us prior to deadline at Cambridge (763) 691-6000 or email at publicnotice@ecm-inc.com Publications: Monticello Times Date: 08/15/19 Account#: 429204 Customer: CITY OF MONTICELLO Address: 505 WALNUT ST STE 1 MONTICELLO Telephone: (763) 295-2711 Fax: (763) 295-4404 Ad ID: 967895 Copy Line: TIF 1-41 PO Number: Start: 09/05/19 Stop: 09/05/2019 Total Cost: $230.75 # of Lines: 54 Total Depth: 6.1 # of Inserts: 1 Ad Class: 150 Phone # (763) 691-6000 Email: publicnotice@ecm-inc.com Rep No: SM700 Ad Proof Enlarged Enlarged CITY OF MONTICELLO NOTICE OF PUBLIC HEARING NOTICE IS HEREBY GIVEN that the City Council of the City of Mon- ticello, Minnesota, will hold a public hearing on Monday, September 23, 2019, at approximately 6:30 p.m. in the City Hall Council Chambers, 505 Walnut Street, Monticello, relating to the proposed establishment of Tax Increment Financing District No. 1-41 (the "TIF District") within Central Monticello Redevelopment Project No. 1, and the proposed approval of a Tax Increment Financing Plan relating to the TIF District, pursu- ant to Minnesota Statutes, Sections 469.090 to 469.1081 and Sections 469.174 through 469.1794, as amended. Copies of the proposed Tax Increment Financing Plan will be on file and available for public inspec- tion at the office of the City Clerk at City Hall. The property included within Central Monticello Redevelopment Project No. 1 is described in the Redevelopment Plan on file in the of- fice of the City Clerk. The property to be included within the proposed TIF District is described in the Tax Increment Financing Plan on file in the office of the City Clerk. The boundaries of Central Monticello Rede- velopment Project No. 1 and the proposed TIF District are shown in the following map. Proposed Econ. Iter. TIF District ti -4i ,,, Ik.,,,, All interested persons may appear at the hearing and present their views orally or in writing prior to the hearing to City Hall, 505 Walnut Street, Monticello, MN 55362. BY THE ORDER OF THE CITY COUNCIL /s/ Jennifer Schreiber City Clerk Published in the Monticello Times September 5, 2019 967895 Ad: 1 $230.75 CITY OF MONTICELLO NOTICE OF PUBLIC HEARING NOTICE IS HEREBY GIVEN that the City Council of the City of Mon- ticello, Minnesota, will hold a public hearing on Monday, September 23, 2019, at approximately 6:30 p.m. in the City Hall Council Chambers, 505 Walnut Street, Monticello, relating to the proposed establishment of Tax Increment Financing District No. 1-41 (the "TIF District") within Central Monticello Redevelopment Project No. 1, and the proposed approval of a Tax Increment Financing Plan relating to the TIF District, pursu- ant to Minnesota Statutes, Sections 469.090 to 469.1081 and Sections 469.174 through 469.1794, as amended. Copies of the proposed Tax Increment Financing Plan will be on file and available for public inspec- tion at the office of the City Clerk at City Hall. The property included within Central Monticello Redevelopment Project No. 1 is described in the Redevelopment Plan on file in the of- fice of the City Clerk. The property to be included within the proposed TIF District is described in the Tax Increment Financing Plan on file in the office of the City Clerk. The boundaries of Central Monticello Rede- velopment Project No. 1 and the proposed TIF District are shown in the following map. Proposed Econ. Dev. TIF District #i-qa All interested persons may appear at the hearing and present their views orally or in writing prior to the hearing to City Hall, 505 Walnut Street, Monticello, MN 55362. BY THE ORDER OF THE CITY COUNCIL /s/ Jennifer Schreiber City Clerk Published in the Monticello Times September 5, 2019 967895 City Council Agenda — 11/25/2019 4A. Request for Comprehensive Plan Amendment from Places to Shop to Places to Live, Development Stage Planned Unit Development, and Preliminary Plat for a proposed multi -story, multi -family, apartment complex (3 buildings) with approximately 165 units. Applicant: Dale Buchholz Construction (Mark Buchholz) (NAC/AS) Property: Planning Case Number: PID: 155-500-142104 Address: NA 2019-024 A. REFERENCE & BACKGROUND Request(s): 1. Comprehensive Plan Amendment from "Places to Shop" to "Places to Live" for a portion of the subject site; 2. Preliminary Plat for 7 -lot subdivision; 3. Rezoning to PUD, Planned Unit Development; for a portion of the subject site; 4. Development Stage PUD applicable to a portion of the subject site Deadline for Decision: Land Use Designation Zoning Designation Overlays/Environmental Regulations Applicable: Current Site Use: Surrounding Land Uses: North: East: South: West: December 24th, 2019 Places to Shop B-4, Regional Business The purpose of the `B-4" regional business district is to provide for the establishment of commercial and service activities which draw from and serve customers from the entire community or region. M Vacant/Agriculture Commercial Commercial/Industrial Vacant/Industrial Commercial Project Description: The applicants propose to subdivide approximately 8 acres in the south/east portion of the 16 -acre parcel for multiple family residential use. The remaining 8 acres along the north and west boundary of the site (adjacent City Council Agenda — 11/25/2019 to Chelsea Road and Cedar Street) would be platted for commercial development. The south/central portion of the site would be utilized for ponding, which could then be expanded for connection to similar ponding on lands to the south. The residential project consists of 165 multiple family units in 3 buildings. Required covered parking for the project would constitute the first level of the building, above grade. Three levels of residential units would be located on the 2nd, 3rd, and 4th floors. Each building would be served by a surface parking lot as well. The applicant proposes to construct the residential portion of the project in three phases. The commercial portion of the preliminary plat as submitted consists of 6 platted lots along Cedar Street to the west, and Chelsea Road to the north. The parcels range from 1.2 to 1.4 acres in area, and rely on a series of shared driveways for access. Comprehensive Plan Amendment: As noted above, the site is currently guided as "Places to Shop", a commercial land use designation. Concurrently with this application, the City has been investigating the possibility of a common amenity -based land use plan for this site, as well as the parcels to the south, an area encompassing approximately 100 acres. The concept area lies between Chelsea Road on the north, School Boulevard on the south and is bounded by Cedar Street on the west and Edmonson Avenue on the east. The adjoining area is also guided and zoned for commercial uses, with only a few acres currently subject to previous development. The purpose of the City's concept study is to determine whether this 100 -acre area would be suitable for conversion from its commercial designation to allow for the introduction of residential uses. The Comprehensive Plan notes that there is some support for this idea in select locations, provided that a series of considerations and conditions are accounted for. The conditions under which the City may consider the land use change from commercial to residential are described in this section of the Comprehensive Plan, an amendment adopted in 2014, which reads in part: Higher density residential land uses should be located and designed to be compatible with nearby residential or mixed uses, on lots able to accommodate larger buildings and added traffic generation. In addition, siting factors for high density residential uses will prioritize access to services and amenities including public utilities, parks, trails and open space, and commercial and/or medical services It will be important, when considering potential designation of high density housing development, that the parcels meet the specific standards of 2 City Council Agenda — 11/25/2019 the zoning district, and such development can be accommodated in accordance with the policies in this Plan." The proposed Buchholz site qualifies for this consideration, given the project's intent to retain reasonable commercial parcels along Chelsea and Cedar, which carry the best opportunities for commercial development, and the mix of land uses in the general area, particularly east of Edmonson Avenue NE. In concept analysis, City officials expressed some support for the conversion, particularly as a part of a larger view of the area and how it would develop. The City's support was, generally, conditional within the understanding that other development would occur in the area that supports this residential proposal, and ensures that this project would not stand alone, out of context with its future surroundings. Toward that end, the City has undertaken a study of the 100 -acre area to create this context. A draft sketch land use plan and development layout has emerged with support for a common water feature amenity, combining the required stormwater ponding and park dedication requirements to benefit the current Buchholz project, future commercial development along Cedar and School Boulevard, and provide a framework for other multi -family in the district along Edmonson, where competitive commercial values are less likely to be realized. With these conditions and considerations, the proposed Buchholz project and its Comprehensive Plan Amendment can be seen as being consistent with the City's land use goals for the area. Planned Unit Development Planned Unit Development (PUD) is a land use technique that accommodates flexibility from the requirements of a specific zoning district to allow development that does a superior job in achieving the City's land use objectives for the subject property. PUD in Monticello is used as a zoning district which specifies the uses, development patterns, and site and building plan requirements. The applicant is applying for a rezoning to a PUD District specific to the multi -family portion of this project at this time, and has completed the concept review stage of the PUD process as noted above. It is common, although not required, that a PUD zoning request will utilize the basic requirements of a comparative zoning district to evaluate the project's ability to properly apply the goals of PUD. In this case, the comparative zoning district would be the R-4, Medium and High Density Multiple Family zoning district. The current application entails two separate actions for PUD consideration: (1) a rezoning to a PUD District (to be created and established with the Final Stage PUD review), and (2) a Development Stage PUD application, which is the applicant's request for a specific plan and design. For the purposes of the City action, there are two separate motions. However, for the purposes of this report, the rezoning and Development Stage considerations will be combined in the following section. 3 City Council Agenda — 11/25/2019 PUD Flexibility. The proposed PUD district is to be applied to the residential portion of the project, which constitutes approximately 8 acres of land in the southeast corner of the project site. As noted previously, the north and west 8 acres would remain commercially guided and zoned. Flexibility considered for this project includes the following elements: Multiple principal buildings on a single parcel. The base zoning ordinance requirement would be one principal building on a single parcel with full required street frontage. • Setback reduction from Edmonson Avenue NE. The R-4 District typically requires a 100 foot building setback from the street right of way, as well as 60 feet of open green space along the street. The proposed project design shows a 112 foot setback from the centerline of Edmonson, currently constructed as a rural -section roadway within a narrow right of way. The applicant's plans show a 100 foot setback from the edge of the pavement. The common zoning requirement for setback would be measured from the right of way line, meaning that the proposed setback would actually be 69 feet from Edmonson, rather than 100 as required. This is complicated by the fact that the City has a requirement for collector streets of 100 feet of right of way, requiring an additional right of way dedication of approximately 17 feet. With this additional dedication, the resulting building setback will be approximately 52 feet as designed, rather than the 100 feet required in the R-4 district. Shared driveway access with lots to be platted to the north and west. The plan proposal anticipates a primary driveway access along the southerly boundary of the site to Edmonson on the east. A second driveway is shown on the plan that would be centered on the new lot line, with this driveway to be shared between the residential project and three of the commercial lots along Cedar and Chelsea Road. Shared driveways are common in commercial settings — this aspect of the plan will require specific PUD standards to ensure long-term access and maintenance between the various parcels and different land uses. Parking supply/design. The applicant's total parking is close, but not exactly consistent with the R-4 standards and is analyzed in detail later in this report. Thus, a small departure from those standards is being sought as a part of the PUD. Landscaping quantities. Currently, the landscaping plan is shown to flex from the basic standards for site landscaping as prescribed by the zoning ordinance for site size and dimensions. The primary departure relates to shrub plantings around the perimeter of the buildings. More significantly, the ordinance adds a buffer landscaping requirement along the edge of "conflicting" land uses, which is added to the general site landscaping to create an edge between the residential and commercial areas. As undeveloped land, the residential site would be responsible for one-half of those requirements, in addition to the illustrated landscaping. The current plans, if approved as shown, would C! City Council Agenda — 11/25/2019 require PUD flexibility. As noted below, planning staff believes that the additional landscaping should be added, rather than flexed to a lesser quantity under the PUD zoning. Unit size. Based on the applicant's floor plans, some of the units do not meet the code requirement of 900 square feet. Plans detail units at just over 820 feet for some unit styles. Specific PUD comments below relate primarily to the residential portion of the project, as the plat includes subdivision — but not development — of the commercial lots. Commercial site plan review would occur as required and applicable as development is proposed on those parcels over time. Site Planning. The site design for the project relies on principal driveway access from Edmonson, and extending through the site to a shared driveway with proposed commercial lots 4 and 5 to Cedar Street on the west. This drive would also serve as access to the various surface parking lots for 2 of the 3 buildings. With regard to the Edmonson access point, staff would recommend shifting the access point to abut the south boundary so it could be shared with future development to the south, if the Custom Canopy site redevelops. The three buildings consist of 51 units in the east and west buildings, and 63 units in the central building, a total of 165 units. Access to the covered garage level is provided on one end of each of the buildings. While one-way access in parking areas can be problematic, indoor parking is typically assigned to individual users, so internal circulation issues are somewhat rare. The site has been laid out around a central pond amenity along the south boundary of the property. As has been discussed, this pond is proposed to serve all stormwater requirements of the residential and commercial sites. The larger planning context would anticipate that the pond would be lined to hold water, be constructed and planted as an attractive water amenity, and would be able to be expanded to and through properties to the south, acting as a common amenity for the entire district. The plan illustrates a trail connection between the east and west parking areas, along the north side of the pond. For compliance with the City's common open space concept, there are four other trail components that will need to be addressed. One pathway would connect the residential site to the external portion of the project— anticipated to be a common open space or plaza at the corner of Cedar Street and Chelsea Road. The second would be extensions of the trail connection alongside the east and west sides of the pond, which would eventually be extended to adjoining development to the south. A clip of the City's current small area study concept is included below illustrating these two additions. In this regard, planning staff would recommend that the west building be shifted farther to the west and possible south, into what would normally be required setback area. The purpose of this shift would be to open up the view from the pond area to the northwest corner of the commercial site, and invite greater visibility to the pond and open space amenity from this direction. In this way, the corner site can function as a gateway to the area, and improve both access and interest in the district. 5 City Council Agenda — 11/25/2019 The third pathway component would be a requirement to connect the site via pathway to the required pathway to be constructed along Edmonson Avenue. The fourth component would be a trail construction along the west side of Edmonson Avenue, within the right of way dedication required for this plat. That trail would connect to the Chelsea Road pathway, and eventually extend south along Edmonson as other parcels develop. The pathway construction is considered to be part of the required right of way improvements for Edmonson Avenue for this development. Parking and Circulation. The site plan shows a combination of surface parking and covered parking below the building residential levels. As noted above, the covered parking is planned to be constructed at -grade. This meets the requirements of the R-4 District, as well as the expectations of city officials during concept review, which included commentary that rejected the idea of an extensive series of detached garage buildings. To meet the R-4 parking requirements, the plan must show 2.25 parking spaces per unit, with a maximum of 1.1 spaces per unit uncovered. Thus, for a 165 unit project, the total parking supply must equal 371 spaces, and no more than 181 of those may be uncovered. The proposed plan shows a slight variation from those totals, with 367 total spaces, 189 of which are uncovered (178 covered). Planning staff acknowledges that the total covered spaces cannot be increased given the building dimensions proposed. The numbers are very close to the overall requirements, and the modifications to the site plan from concept to the current proposal support the idea of accommodating the proposed departure. With regard to site circulation, the plan shows parking lot and circulation access through the east and central parking areas, skirting the west parking area to continue through the commercial parcels to Cedar Street. This leaves the west parking area as a long "dead" end design. A second branch of this parking area extends toward the central pond, and would facilitate parking for the future community room, which forms an addition off of the southwest corner of the center building. This parking design raises issues of available turn -around space within the parking area, and emergency vehicle access and egress — including firefighting access — to the west building. While full access around the building is not necessary, as the commercial lots to the west will be able to provide it, the dead-end design of the parking lots will result in resident vehicles unable to exit the area if they find all spaces occupied. A preferred design would entail a through connection similar to the sketch below: n City Council Agenda — 11/25/2019 � C 11 4 I Iz I 18 1 I$ I If I IAS b I I 11 Parks, Open Space, Trails. As noted above, the site plan illustrates a single trail connection which would serve the project residents. However, connections to the external public system would be an important aspect of the fully developed project. Connections will need to include continuation of the trails around the pond to the south boundary, a connection to the northwest to the envisioned Cedar/Chelsea "gateway" corner, and a pathway improvement as part of the Edmonson Avenue dedication and improvements. An internal connection to the Edmonson Avenue pathway will also be required. The R-4 green space requirement for the site is met as a part of the PUD, and includes landscaped areas adjacent to each of the buildings are along the pond/pathway area. This requirement is separate from any park dedication requirement for the project. The pathways around the pond and to the northwest corner would be of public benefit and would qualify toward the required park dedication. Typically, the City will seek construction of those improvements with the project, again as a part of the park dedication total. Open space will include the private open spaces available to the residents of the project, and a significant public component that will include the path around the pond and the green space above the ponding water level. These areas will need to be more specifically calculated as a part of the final project design. It should be noted that the nearest City park is '/2 mile away from the residential site at Groveland. Access to this park requires crossing State Highway 25. As such, the developer should consider also the installation of playground equipment on their site. Stormwater requirements are separate standard requirements from park and open space considerations — the pond design here is intended to provide additional visual enhancements to this and other projects in the district, rather than ill -maintained individual ponding depressions. The Parks & Recreation Commission reviewed this application on Wednesday, November 6t'. The Parks & Recreation Commission makes recommendations to the City Council on park dedication requirements for residential subdivision. For this plat, staff recommended a mix of cash and land to accommodate the proposed plaza 7 City Council Agenda — 11/25/2019 at the northwest corner of the site, as well as the recommended pathway connections and construction as noted below. The city's concept plan for the Chelsea to School area proposes to connect the residential site to the external portion of the project — anticipated to be a common open space or plaza at the corner of Cedar Street and Chelsea Road. This will serve as a visible gateway to the area and project. Although it is proposed that the developer receive park dedication credit for the land area, it is proposed that the land be platted as an outlot retained by the developer. This outlot would be developed at a later time in coordination with the developer as an entrance amenity for the development. An easement for public use will be required. It is proposed that the developer complete a pathway extension from the residential site to the plaza with construction of the second (middle) multi -family building. Land area credit for a 30' pathway easement is proposed. o While the land area is eligible for dedication for the northerly connection, construction costs are not recommended as eligible, as a connection to the sidewalk on Cedar and future sidewalk on Edmonson are recommended as part of the internal site circulation for the PUD. o Planning staff is recommending that the west building be shifted farther to the west and possibly south, into what would normally be required setback area. The purpose of this shift would be to open up the view from the pond area to the northwest corner of the commercial site, and invite greater visibility to the pond and open space amenity from this direction. In this way, the corner site can function as a gateway to the area, and improve both access and interest in the district. The developer's plan illustrates a trail connection between the east and west parking areas, along the north side of the pond. The extension of the trail connections from this connection and alongside the east and west sides of the pond are also proposed for land area dedication credit at 20' in width. These pathways are required to be constructed with the first building. It would be proposed that the developer receive both land and credit and construction cost credit for a 10' paved pathway for these two components. o The northerly portion of the trail around the pond is not eligible for credit, as this pathway is an internal connection. The City's park dedication ordinance (part of the Subdivision Ordinance), indicates that the City shall not accept park dedication credit for land within a drainage and utility easement for stormwater management. As such, the stormwater pond area is not eligible for credit. The Parks Commission acted in support of the staff recommendation, recommending a combination of land area and cash in lieu park dedication for the Deephaven plat, to include the plaza space, northerly pathway connection to the plaza, east and west pond pathway extensions, and pathway connection from the site to Edmonson Avenue. This recommendation allows some flexibility in the final location and design of the pathway and plaza spaces. City Council Agenda — 11/25/2019 Landscaping. An extensive number of plantings have been proposed upon the site. These include plantings along the perimeters of the site, off-street parking areas and the three apartment buildings. The following is a generalized summary of proposed site plantings (see landscape plan for specific plant varieties): Plant Type Quantity Shade Trees 40 Ornamental Trees 23 Evergreen Trees 26 Shrubs 322 Perennials 72 In regard to site landscaping, the following comments are offered. Caliber Inch Requirements. According to the Ordinance, multi -family dwellings with five or more units must provide 16 aggregate caliper inches (ACI) of canopy trees (including at least 3 evergreen trees) per acre plus at least 2 shrubs for each 10 feet of building perimeter. The subject site measures 8.49 acres in size. Thus, 135.8 ACI of canopy trees must be provided. The submitted landscape plan calls for a total of 166.5 ACI upon the site and exceeds the minimum requirements of the Ordinance. Also, to be noted is that a total of 26 evergreen trees are proposed upon the site which meets Ordinance requirements (8.49 acres x 3 = 25.47). The Ordinance further states that a total of 526 shrubs are required upon the site as calculated below: Building #1 (841 linear feet) Building #2 (946 linear feet) Building #3 (841 linear feet) Total (2,628 linear feet) 84.1 x 2 = 168.2 shrubs 94.6 x 2 = 189.2 shrubs 84.1 x 2 = 168.2 shrubs 526 shrubs According to the submitted landscape plan, a total of 322 shrubs are proposed upon the site. In this regard, 204 additional shrubs are required. The landscape ordinance accommodates some shifting between tree and shrub planting. Planning staff would suggest a slight reduction in overall tree planting (only to the minimum number required) and an increase in shrub plantings along the main exposures of the building. The purpose for this comment relates to the architecture, which relies on a significant amount of "EFIS" covered wall at grade. This wall is surrounding the covered parking garage, and while additional window installations would also improved the building visually, landscaping can help with the institutional feel created by the garage wall design. Parking Islands. Landscaped parking islands in this project are included primarily at the corners of the various surface parking lots. The code requires a E City Council Agenda — 11/25/2019 maximum run of 12 parking spaces between landscaped islands. The site plan should be modified to meet this requirement, and the landscape plan adjusted accordingly. Perimeter Vehicle Use Area. According to the Ordinance, where a vehicular use area abuts a street right-of-way, perimeter landscaping strips must be provided and maintained between the vehicle use area and the abutting right-of-way or property line. No parking areas within the subject site abut a street right-of-way. Ground Cover. The bulk of the site will be sodded or hydro -seeded with lawn grass. As a condition of PUD approval, the subject site should be irrigated. Buffer Yards. The City's Zoning Ordinance provides for a specific buffer yard treatment which identifies separation and plantings dependent on the potential for conflicts with adjoining land uses. For the proposed use, buffer requirements apply along areas of the site which border more intense commercial uses. In this regard, the "basic buffer" requirements (labeled an "A" buffer in the Table 4-2 in Section 4-1 of the Zoning Ordinance) apply to the north and west boundaries lines of the site. For "basic buffers", required planting areas must be 20 feet in width and must provide 2 average caliper inches (ACI) of canopy trees, 10 ACI of understory trees, plus 15 small shrubs per 100 linear feet. The site's northern boundary measures 900 feet in length and the western boundary measures 420 feet in length. As a result, the following plantings are required in the north and east buffer yards: North Buffer Yard West Buffer Yard (900 feet) (420 feet) Canopy Trees 18 ACI 9 ACI Understory Trees 90 ACI 42 ACI Shrubs 135 63 The submitted landscaping plan has not demonstrated compliance with the preceding buffer yard landscaping requirements. This buffer requirement is in addition to the general site landscape quantities discussed above. Recognizing that a minimal amount of green space exists between the north property line and the adjacent parking lot (5' is shown on the plan), Staff recommends that a combination of decorative fencing and landscaping be provided in such areas (rather than the creation of a 20 -foot wide buffer strip). As a condition of PUD approval, such buffering efforts should be subject to City review and approval. It is further noted that the required parking lot setback should be modified to 6 feet to accommodate the width of the required utility easement and allow for an adequate planting area. Building Design. The zoning ordinance for the R-4 District requires an increased use of stone, brick on exterior walls and an extensive use of ornamental features, building 10 City Council Agenda — 11/25/2019 and/or roofline articulation, fenestration and building undulation atypical of other buildings in similar zoning districts. Roof line articulation is required to be at least 3 feet. The design of the building meets the roof articulation requirement and should lead to attractive and interesting buildings. With regard to materials, the applicant has proposed a plan for the residential building floors that is entirely metal lapped or frieze siding. Brick and/or masonry materials should be added to an amount at least comprising 20% of the upper three floors. One suggestion would be to add brick or cultured stone to the column areas between the deck extensions — areas that show as light grey on the elevation drawings. The base garage elevation is a "sandstone" colored EFIS, which creates a stucco -like appearance. This main wall is broken only occasionally with windows. In addition to the increased landscaping noted above, staff would recommend additional window openings at this level, and the EFIS would benefit from a contrasting masonry treatment, perhaps a pilaster extension or similar feature. With these additions, planning staff believes that the buildings would be consistent with the intent of the City's R-4 standards, and the elevated expectations of PUD design. Accessory Uses and Buildings. The only accessory buildings identified on the site plan are external trash enclosures. The applicant's submissions illustrate either fenced or concrete block enclosures. Planning staff would recommend that trash handling is accommodated within the garages, particularly as the garage levels are at grade and should easily accommodate access from the trash haulers. External enclosures almost always prove to be maintenance problems due to trash falling out of the enclosure, doors left open, and the enclosures themselves being damaged by both residents' and haulers' vehicles. This creates a significant negative visual impression on the site. Lighting. The applicants have submitted a proposed lighting photometric design for the parking areas of the site. The plan shows mostly 0 footcandle measurements at the property line, with the exception of a slight coverage along the north boundary where the center parking lot abuts the commercial development. This increase level should not be an issue and would likely enhance security along this edge. It is noted that future commercial lighting will be required to meet the requirements and be sensitive to the abutting residential areas and existing lighting levels. Signage. The applicant has proposed two monument signs which appear to meet current sign ordinance requirements. Any PUD approval should include a provision for additional review of this element prior to building permit. Utilities, Grading and Drainage. The City is reviewing these aspects of the plan, and preliminary engineering comments are included as an exhibit to this report. As noted, grading and drainage will be expected to incorporate the common pond expansion concept being developed concurrently by the City. At this time, the developer has not provided final stormwater calculations for the pond. As a condition of approval, the applicant shall meet all comments of the City 11 City Council Agenda — 11/25/2019 Engineer regarding the proposed stormwater pond. These comments include the requirement that the pond provide for rate and volume control and for infiltration. Ponding will also be required to meet freeboard requirements to adjacent areas. It is required that the pond be constructed in the first phase of development and will be lined as necessary to hold water. It is also required that the pond be designed to meet the stormwater requirements for the fully developed plat. The drainage and utility easement for the drainage area currently located in the northerly portion of the plat will be vacated at a later time. Finished floor elevations will need to be set in accordance with the stormwater report and with requirements necessary for the master plan development area. Should the final stormwater analysis require a substantive change to the lots or site plan layout for the PUD, the applicant will be required to submit an amended application to the City for review. Preliminary Plat. Lot Configuration. The proposed preliminary plat for the project (entitled the "Deephaven" addition) currently shows a total of 7 parcels. The developer has indicted that in lieu of the current proposed plat, they would provide a revised preliminary plat platting all of the commercial lots as a single outlot. The outlot would then be final platted at the time when development applications are made. Staff would recommend that the developer consider a revised plat with three outlots along the north and west portions of the plat. The first outlot would accommodate the approximately 50' x 50' plaza required for park dedication purposes at the corner area of Chelsea and Cedar. The plaza outlot configuration will be determined after the developer revises their plan to meet the City Engineer's condition regarding right of way needs for the intersection of Chelsea and Cedar Street. This open space would be designed to create a public presence and "gateway" to the entire development area. The applicant should work with the City to create a space that benefits the public access, as well as the commercial development, for this space. The other two outlots would bound the plaza to the east and west/southwest. The commercial lots total approximately 7.94 acres. The applicant's current site and preliminary plat plan acreage totals are not consistent. The applicant shall revise the site plan consistent with the preliminary plat for final acreage calculation purposes. Regarding the proposed outlots and future development, it is noted that the applicant is proposing to retain the commercial zoning for the land areas adjacent to Cedar and Chelsea. The B-4 zoning district does not have required lot area and width requirements. Planning staff observes that the outlots should easily be able to accommodate reasonable retail uses. Commercial lots of similar depth have been recently developed along Cedar Street. The second parcel, the multifamily lot, is listed at 8.06 acres in area on the plat, exclusive of the required right of way dedication. 12 City Council Agenda — 11/25/2019 Easements. The plat is required to show 6 feet wide drainage and utility easements along internal lot lines, and 12 feet wide easements at the perimeter of the plat. It is not clear that the illustrated easements meet this standard. Additional easements are required for the pathway corridors around the pond and through the site, as well as the noted outlot plaza area at the corner of Cedar and Chelsea. The conditions of approval note the other easements required to support the PUD and plat for both pathway and cross access purposes. Right of Way. The plat provides right of way for Edmonson Avenue, with the noted expectations that the building line would be within the listed R-4 setback area. The final right of way limits are subject to the comment of the City Engineer. The City Engineer has requested a traffic study from the applicant, which is a condition of approval. A draft traffic study was submitted and comments have been given back to the developer for further consideration. The developer will be required to plat the necessary right of way at the corners of Edmonson/Chelsea and Cedar/Chelsea for any necessary improvements following the engineer's analysis of this study. The developer may be required to install turn lanes if the traffic study analysis indicates they are necessary to support this development. The development requires the reconstruction of the west side of Edmonson Avenue to an urban section along the plat edge. The developer is required to complete this improvement as part of the plat development process. Timing of the improvements will be at the City Engineer's discretion and evaluation of the traffic study. With the above comments, the plat appears to reflect the development plans for the PUD, and final dimensions should be adjusted between plan sets to accommodate any discrepancies. Planning Commission Review and Recommendation The Planning Commission met on November 4t' to consider the project applications at a public hearing. Staff presented the project to the Commission, which asked a series of clarifying questions. The applicants spoke as a part of the hearing, indicating that they have been working with the City to develop a plan that would work for their target market, and fit into the City's vision for mixed use in the area. It was noted that there would be a series of cross -access agreements required to support the joint access design of the project, both between the residential and commercial areas, and between several of the possible commercial parcels. The applicants indicated that they expect to construct the westerly access drive to Cedar Street as a part of the second building phase, which would accommodate the additional traffic to be generated at that stage of the project. The applicant is continuing to work toward a final stormwater management plan, and completion of the traffic study recommended by staff. The applicants indicated that they did not find any of the proposed conditions in Exhibit Z to be problems, and would continue to work with staff and City officials toward the goal of a project that meets the objectives for the area. 13 City Council Agenda — 11/25/2019 There was no other public testimony provided, and the Commission closed the public hearing. Following the hearing, the Commission voted 4-0 to recommend approval of each of the required actions: Comprehensive Plan Amendment; PUD Rezoning; PUD Development Stage approval; and Preliminary Plat. The motions each incorporated the conditions as listed in Exhibit Z of the staff report. Council will note that action on the rezoning to PUD will occur as a consideration with the Final Plat and Final Stage PUD application requests. B. ALTERNATIVE ACTIONS The Planning Commission recommends Alternative 1 below for each decision. Decision 1. Comprehensive Plan Amendment — Places to Shop to Places to Live Motion to adopt Resolution No. 2019-86 for approval of an amendment to the Comprehensive Plan, reguiding an approximately 8.06 acre parcel (Lot 7, Block 1 of the Deephaven Addition) from "Places to Shop" to "Places to Live", based on findings in said resolution that the project is consistent with the requirements of the Comprehensive Plan direction for the conversion of commercial land to multifamily residential, subject to completion of the PUD rezoning, PUD and Preliminary Plat processes. 2. Motion to deny adoption of Resolution No. 2019-86, based on findings to be identified by the City Council. 3. Motion to table action, subject to additional information from the applicant and staff. Decision 2. Development Stage PUD Motion to adopt Resolution No. 2019-87 for approval of the Development Stage PUD for the Deephaven Planned Unit Development, based on findings in said resolution that the project is consistent with the requirements of the Comprehensive Plan direction for the conversion of commercial land to multifamily residential, and consistent with the expectations of both multi -family development and PUD design, subject to approval of the comprehensive plan amendment, completion of the PUD and Preliminary Plat processes, and the conditions listed in Exhibit Z. 2. Motion to deny adoption of Resolution No. 2019-87, based on findings to be identified by the City Council. 3. Motion to table action, subject to additional information from the applicant and staff. Decision 3. Preliminary Plat for Deephaven Motion to adopt Resolution No. 2019-88 for approval of the a Preliminary Plat for the Deephaven addition, based on findings in said resolution that the project is consistent with the requirements of the Comprehensive Plan direction and the subdivision ordinance, subject to the provisions of Exhibit Z, and to the approval of the comprehensive plan amendment, rezoning to PUD and PUD processes. 14 City Council Agenda — 11/25/2019 2. Motion to deny adoption of Resolution No.2019-88, based on findings to be identified by the City Council. 3. Motion to table action on the Resolution, subject to additional information from the applicant and staff. C. STAFF RECOMMENDATION Planning Staff is supportive of the proposed Comprehensive Plan amendment, PUD applications, and Preliminary Plat, subject to a series of amendments and conditions. Those are listed in Exhibit Z of this report. Primarily, they relate to design issues and additions that will help ensure that the proposed project is consistent with the requirements of the City's Comprehensive Plan goals and the enhancements to project design required of PUD design. As implied in the body of the report, a simple rezoning of commercial land for the subject site would be difficult to justify standing on its own. However, the City has undertaken a process to provide additional land use context to the parcels adjoining the subject property to the south. With this context, and the applicant's efforts to conform their site planning to the City's objectives for the area, staff believes that the various applications are within the scope of the expectations and opportunities provided by the district. In that regard, and with the conditions identified in Exhibit Z, staff recommends approval of the Comprehensive Plan Amendment, Development Stage PUD, and Preliminary Plat for the Deephaven project. As noted above, the Planning Commission has also recommended each of these actions, subject to the same conditions. D. SUPPORTING DATA A. Resolution No. 2019-86, Comprehensive Plan Amendment B. Resolution No. 2019-87, Development Stave PUD C. Resolution No 2019-88, Preliminary Plat D. Resolution PC -2019-029, Comprehensive Plan Amendment E. Resolution PC -2019-030, Rezoning to PUD F. Resolution PC -2019-031, Development Stage PUD G. Resolution PC -2019-032, Preliminary Plat H. Draft PUD Ordinance, Deephaven I. Subject Site Aerial J. Applicant Narrative K. Land Use Category Map L. Preliminary Plat, Sheets 1-3 M. Site Plan N. Civil Plans O. Building Elevations P. Floor Plans Q. Landscaping Plan R. Lighting Specifications/Plan S. Site Survey 15 City Council Agenda — 11/25/2019 T. Trash Enclosure Examples U. Concept Sketches — Applicant V. City Concept Sketch — Chelsea to School Area W. Excerpt, Monticello Comprehensive Plan — Chapter 3, Land Use X. Excerpt, Monticello Zoning Ordinance, R-4 Y. City Engineer's Comments, dated October 30, 2019 and November, 2019 YY Applicant Traffic Memo Z. Conditions of Approval EXHIBIT Z Comprehensive Plan Amendment, Rezoning, Development Stage PUD and Preliminary Plat Deephaven Addition PID 155-500-142104 1. The City approves the flexibility incorporated into the plans cited in the staff comments for parking count, setback, shared access, multiple buildings on a single - parcel, unit size, and site landscaping, subject to the modifications required by Exhibit Z. 2. Shift the west building farther to the west and south to open up views into the site from the northwest corner. 3. The applicant continues to cooperate with the City's efforts to expand the site planning and common stormwater and open space improvements to the south, including dedications and final improvements, and construction access as necessary, among other requirements. 4. The applicant supplies the required traffic study and stormwater management plans and complies with the comments in response to the review of those documents. 5. The applicant revises the plan to show all pathways noted in the report, and constructs pathways for private use as a part of the PUD approval, and pathways for public use as a credit against the required park dedication. 6. The applicant enters into an agreement to manage shared access across the commercial lots to the west. 7. The applicant shifts the Edmonson Avenue access point to abut the property line, and agrees to accommodate shared access at the time of redevelopment of the adjoining parcel. 8. The applicant dedicates the right of way areas as recommended by the City Engineer and participates in the required improvements for that roadway to ensure its capacity for increased development, including pathway construction. 9. The City accepts the parking lot design and quantities as proposed, with the following exception: City Council Agenda — 11/25/2019 a. Redesign on the west building parking lot to accommodate a flow for exiting vehicles, including emergency service access and egress. An example of this design is illustrated in this report. 10. The applicant improves the private open spaces, and develops a phasing plan for private open space improvements, for consideration by the City and incorporation into the PUD development agreement. This shall include consideration of a playground facility on-site. 11. The applicant modifies the landscape plan to add shrub plant materials along the foundation areas of the building where the garage level is exposed. This modification may result in lower tree planting quantities, but shall not drop below minimum requirements. 12. The applicant provides landscape irrigation to all landscaped areas. 13. The landscaping plans are modified to add the required buffer plantings at the north and west perimeter of the site. 14. The landscaping plans are modified to add the required landscaped island delineator spaces in the parking lot areas. 15. The plan is revised to incorporate trash handling within the garage areas of the building. 16. Brick or cultured stone is added to the building facing consistent with the comments in this report, or to at least 20% of the building face. 17. The EFIS base material is enhanced to add architectural pilaster components to the corners of the building base to emphasize the corners and de-emphasize the flat -wall impression of the ground floor. 18. The applicant adds window openings to the ground floor wall. 19. Commercial lighting areas are designed to avoid any glare or lighting impacts on the residential property. 20. The applicant complies with the recommendations of the Parks Commission as approved by the City Council for park dedication. 21. Final signage plans are provided and subject to review prior to final PUD consideration. 22. The Plat is modified to include easement dimensions consistent with Subdivision Ordinance requirements. 23. The preliminary plat is revised to reflect the outlot configuration described for the commercial area. 24. The preliminary plat is modified to reflect the required drainage and utility and outlot configuration for the stormwater pond as recommended by the City Engineer. 25. The Plat is modified to include an outlot for public space at Cedar and Chelsea of approximately 50 feet by 50 feet. The City will work with the applicant to create an 17 City Council Agenda — 11/25/2019 appropriate plaza design and maintenance agreement that enhances access and development of the adjoining commercial land. 26. The applicant complies with the requirements of the City Engineer's report, including requirements for stormwater, right-of-way, and easements, dated October 30, 2019. 27. Should compliance with final stormwater analysis require a substantive change to the lots or site plan layout for the PUD, the applicant will be required to submit an amended application to the City for review. 28. The applicant proceeds to Final PUD and Final Plat within the timelines addressed in the Zoning and Subdivision Ordinances, and prepares revised development stage PUD and Preliminary Plat documents consistent with the conditions approved by the City Council. 29. The applicant enters into a development and PUD agreement for the plat and PUD. 30. Comments and conditions of other staff and Planning Commission. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2019-86 A RESOLUTION OF THE MONTICELLO CITY COUNCIL APPROVING A COMPREHENSIVE PLAN AMENDMENT REGUIDING THE SUBJECT PROPERTY FROM "PLACES TO SHOP" TO "PLACES TO LIVE" WHEREAS, the applicant seeks to develop a previously unplatted parcel to create a multifamily residential development and an outlot to be reserved for future commercial uses; and WHEREAS, the subject property is currently guided "Places to Shop" in the Monticello Comprehensive Plan; and WHEREAS, the proposed designation of "Places to Live" will facilitate an attractive and viable mixed use project, along with public amenities; and WHEREAS, the applicant has submitted requests to revise the land use designation for a portion of the property from commercial to residential, and zone the land consistent with the proposed plat; and WHEREAS, the PUD rezoning incorporates a request for PUD Development Stage review and approval; and WHEREAS, subject to approvals for the land use and plat actions, and the conditions of approval for those actions, the proposed Development Stage PUD is consistent with the long-term use and development of the property for residential uses; and WHEREAS, the proposed amendment is consistent with the requirements of the proposed zoning where the City considers conversion of commercial to residential land, subject to conditions recommended by the Planning Commission and required by the City Council; and WHEREAS, the Planning Commission held a public hearing on November 4", 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 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 amendment provides an effective means of furthering the intent of the Comprehensive Plan for the site by providing for the development of multifamily and commercial uses in appropriate locations. 2. The proposed improvements on the site under the development plans are consistent with the needs of the land uses in this location. 3. The improvements will facilitate the logical application of existing municipal public services, including sewer, water, stormwater treatment which have been planned to serve the property for the development as proposed. 4. The development plan proposed with the amendment is consistent with the intent of the City's economic development objectives, as well as with the intent of the City's zoning regulations. 5. The amendment provides an opportunity to support district -wide improvements and common stormwater ponding that will facilitate a variety of land uses and public spaces in the immediate area. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota, that the Monticello City Council approves the Comprehensive Plan Amendment for Deephaven, ADOPTED this 25th day of November, 2019, by the City Council of the City of Monticello, Minnesota. ATTEST: Jeff O'Neill, City Administrator 2 MONTICELLO CITY COUNCIL ME Brian Stumpf, Mayor CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2019-87 A RESOLUTION OF THE MONTICELLO CITY COUNCIL APPROVING A DEVELOPENT STAGE PLANNED UNIT DEVELOPMENT (PUD) FOR DEEPHAVEN WHEREAS, the applicant seeks to subdivide and develop a previously unplatted parcel to create a multifamily residential development and an outlot to be reserved for future commercial uses; and WHEREAS, the applicant has submitted requests to revise the land use designation for a portion of the property from commercial to residential, and zone the land consistent with the proposed plat; and WHEREAS, the PUD rezoning incorporates a request for PUD Development Stage review and approval; and WHEREAS, subject to approvals for the land use and plat actions, the proposed Development Stage PUD is consistent with the long-term use and development of the property for residential uses; and WHEREAS, the proposed Development Stage PUD is consistent with the requirements of the proposed zoning, subject to conditions recommended by the Planning Commission and required by the City Council; and WHEREAS, the Planning Commission held a public hearing on November 4th, 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 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 PUD provides an effective means of furthering the intent of the Comprehensive Plan for the site by provided for the development of multifamily and commercial uses in appropriate locations. 2. The proposed improvements on the site under the PUD are consistent with the needs of the development in this location. 3. The improvements will facilitate the logical application of existing municipal public services, including sewer, water, stormwater treatment which have been planned to serve the property for the development as proposed. 4. The PUD is consistent with the intent of the City's economic development objectives, as well as with the intent of the City's zoning regulations. 5. The PUD provides an opportunity to support district -wide improvements and common stormwater ponding that will facilitate a variety of land uses and public spaces in the immediate area. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota, that the Monticello City Council approves the Development Stage PUD for Deephaven, subject to the conditions listed in Exhibit Z of the staff report as follows: 1. The City approves the flexibility incorporated into the plans cited in the staff comments for parking count, setback, shared access, multiple buildings on a single - parcel, unit size, and site landscaping, subject to the modifications required by Exhibit Z. 2. Shift the west building farther to the west and south to open up views into the site from the northwest corner. 3. The applicant continues to cooperate with the City's efforts to expand the site planning and common stormwater and open space improvements to the south, including dedications and final improvements, and construction access as necessary, among other requirements. 4. The applicant supplies the required traffic study and stormwater management plans and complies with the comments in response to the review of those documents. 5. The applicant revises the plan to show all pathways noted in the report, and constructs pathways for private use as a part of the PUD approval, and pathways for public use as a credit against the required park dedication. 6. The applicant enters into an agreement to manage shared access across the commercial lots to the west. 7. The applicant shifts the Edmonson Avenue access point to abut the property line, and agrees to accommodate shared access at the time of redevelopment of the adjoining parcel. 8. The applicant dedicates the right of way areas as recommended by the City Engineer and participates in the required improvements for that roadway to ensure its capacity for increased development, including pathway construction. 9. The City accepts the parking lot design and quantities as proposed, with the following exception: a. Redesign on the west building parking lot to accommodate a flow for exiting vehicles, including emergency service access and egress. An example of this design is illustrated in this report. 10. The applicant improves the private open spaces, and develops a phasing plan for private open space improvements, for consideration by the City and incorporation into the PUD development agreement. This shall include consideration of a playground facility on-site. 11. The applicant modifies the landscape plan to add shrub plant materials along the foundation areas of the building where the garage level is exposed. This modification N may result in lower tree planting quantities, but shall not drop below minimum requirements. 12. The applicant provides landscape irrigation to all landscaped areas. 13. The landscaping plans are modified to add the required buffer plantings at the north and west perimeter of the site. 14. The landscaping plans are modified to add the required landscaped island delineator spaces in the parking lot areas. 15. The plan is revised to incorporate trash handling within the garage areas of the building. 16. Brick or cultured stone is added to the building facing consistent with the comments in this report, or to at least 20% of the building face. 17. The EFIS base material is enhanced to add architectural pilaster components to the corners of the building base to emphasize the corners and de-emphasize the flat -wall impression of the ground floor. 18. The applicant adds window openings to the ground floor wall. 19. Commercial lighting areas are designed to avoid any glare or lighting impacts on the residential property. 20. The applicant complies with the recommendations of the Parks Commission as approved by the City Council for park dedication. 21. Final signage plans are provided and subject to review prior to final PUD consideration. 22. The Plat is modified to include easement dimensions consistent with Subdivision Ordinance requirements. 23. The preliminary plat is revised to reflect the outlot configuration described for the commercial area. 24. The preliminary plat is modified to reflect the required drainage and utility and outlot configuration for the stormwater pond as recommended by the City Engineer. 25. The Plat is modified to include an outlot for public space at Cedar and Chelsea of approximately 50 feet by 50 feet. The City will work with the applicant to create an appropriate plaza design and maintenance agreement that enhances access and development of the adjoining commercial land. 26. The applicant complies with the requirements of the City Engineer's report, including requirements for stormwater, right-of-way, and easements, dated October 30, 2019. 27. Should compliance with final stormwater analysis require a substantive change to the lots or site plan layout for the PUD, the applicant will be required to submit an amended application to the City for review. 28. The applicant proceeds to Final PUD and Final Plat within the timelines addressed in the Zoning and Subdivision Ordinances, and prepares revised development stage 3 PUD and Preliminary Plat documents consistent with the conditions approved by the City Council. 29. The applicant enters into a development and PUD agreement for the plat and PUD. 30. Comments and conditions of other staff and Planning Commission. ADOPTED this 25th day of November, 2019, by the City Council of the City of Monticello, Minnesota. ATTEST: Jeff O'Neill, City Administrator L! MONTICELLO CITY COUNCIL By: Brian Stumpf, Mayor CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2019-88 A RESOLUTION OF THE MONTICELLO CITY COUNCIL APPROVING A PRELIMINARY PLAT FOR DEEPHAVEN WHEREAS, the applicant seeks to subdivide an unplatted parcel to create a multifamily residential parcel and an outlot to be reserved for future commercial uses; and WHEREAS, the applicant has submitted requests to revise the land use designation for the property, and zone the land consistent with the proposed plat; and WHEREAS, subject to approvals for the land use and zoning actions, the proposed Plat is consistent with the long-term use and development of the property for residential and commercial uses; and WHEREAS, the proposed Plat is consistent with the requirements of the proposed zoning districts, subject to conditions recommended by the Planning Commission and required by the City Council; and WHEREAS, the Planning Commission held a public hearing on November 4th, 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 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 provides an effective means of furthering the intent of the Comprehensive Plan for the site by provided for the development of multifamily and commercial uses in appropriate locations. 2. The proposed improvements on the site under the Preliminary Plat are consistent with the needs of the development in this location as parcels in the area. The improvements will facilitate the logical application of existing municipal public services, including sewer, water, stormwater treatment which have been planned to serve the property for the development as proposed. 4. The Plat is consistent with the intent of the City's economic development objectives, as well as with the intent of the City's zoning regulations. The Plat provides an opportunity to support district -wide improvements and common stormwater ponding that will facilitate a variety of land uses and public spaces in the immediate area. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the Preliminary Plat for Deephaven, subject to the conditions listed in Exhibit Z of the staff report as follows: 1. The City approves the flexibility incorporated into the plans cited in the staff comments for parking count, setback, shared access, multiple buildings on a single -parcel, unit size, and site landscaping, subject to the modifications required by Exhibit Z. 2. Shift the west building farther to the west and south to open up views into the site from the northwest corner. 3. The applicant continues to cooperate with the City's efforts to expand the site planning and common stormwater and open space improvements to the south, including dedications and final improvements, and construction access as necessary, among other requirements. 4. The applicant supplies the required traffic study and stormwater management plans and complies with the comments in response to the review of those documents. 5. The applicant revises the plan to show all pathways noted in the report, and constructs pathways for private use as a part of the PUD approval, and pathways for public use as a credit against the required park dedication. 6. The applicant enters into an agreement to manage shared access across the commercial lots to the west. 7. The applicant shifts the Edmonson Avenue access point to abut the property line, and agrees to accommodate shared access at the time of redevelopment of the adjoining parcel. 8. The applicant dedicates the right of way areas as recommended by the City Engineer and participates in the required improvements for that roadway to ensure its capacity for increased development, including pathway construction. 9. The City accepts the parking lot design and quantities as proposed, with the following exception: a. Redesign on the west building parking lot to accommodate a flow for exiting vehicles, including emergency service access and egress. An example of this design is illustrated in this report. 10. The applicant improves the private open spaces, and develops a phasing plan for private open space improvements, for consideration by the City and incorporation into the PUD development agreement. This shall include consideration of a playground facility on-site. 11. The applicant modifies the landscape plan to add shrub plant materials along the foundation areas of the building where the garage level is exposed. This modification may result in lower tree planting quantities, but shall not drop below minimum requirements. 2 12. The applicant provides landscape irrigation to all landscaped areas. 13. The landscaping plans are modified to add the required buffer plantings at the north and west perimeter of the site. 14. The landscaping plans are modified to add the required landscaped island delineator spaces in the parking lot areas. 15. The plan is revised to incorporate trash handling within the garage areas of the building. 16. Brick or cultured stone is added to the building facing consistent with the comments in this report, or to at least 20% of the building face. 17. The EFIS base material is enhanced to add architectural pilaster components to the corners of the building base to emphasize the corners and de-emphasize the flat -wall impression of the ground floor. 18. The applicant adds window openings to the ground floor wall. 19. Commercial lighting areas are designed to avoid any glare or lighting impacts on the residential property. 20. The applicant complies with the recommendations of the Parks Commission as approved by the City Council for park dedication. 21. Final signage plans are provided and subject to review prior to final PUD consideration. 22. The Plat is modified to include easement dimensions consistent with Subdivision Ordinance requirements. 23. The preliminary plat is revised to reflect the outlot configuration described for the commercial area. 24. The preliminary plat is modified to reflect the required drainage and utility and outlot configuration for the stormwater pond as recommended by the City Engineer. 25. The Plat is modified to include an outlot for public space at Cedar and Chelsea of approximately 50 feet by 50 feet. The City will work with the applicant to create an appropriate plaza design and maintenance agreement that enhances access and development of the adjoining commercial land. 26. The applicant complies with the requirements of the City Engineer's report, including requirements for stormwater, right-of-way, and easements, dated October 30, 2019. 27. Should compliance with final stormwater analysis require a substantive change to the lots or site plan layout for the PUD, the applicant will be required to submit an amended application to the City for review. 28. The applicant proceeds to Final PUD and Final Plat within the timelines addressed in the Zoning and Subdivision Ordinances, and prepares revised development stage PUD and Preliminary Plat documents consistent with the conditions approved by the City Council. 3 29. The applicant enters into a development and PUD agreement for the plat and PUD. 30. Comments and conditions of other staff and Planning Commission. ADOPTED this 25th day of November, 2019, by the City Council of the City of Monticello, Minnesota. ATTEST: Jeff O'Neill, City Administrator L! MONTICELLO CITY COUNCIL By: Brian Stumpf, Mayor CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2019-029 RECOMMENDING APPROVAL OF AN AMENDMENT TO THE MONTICELLO COMPREHENSIVE LAND USE PLAN REGUIDING AN APPROXIMTELY 8 ACRE PARCEL FROM "PLACES TO SHOP" TO "PLACES TO LIVE" FOR DEEPHAVEN WHEREAS, the applicant seeks to develop a previously unplatted parcel to create a multifamily residential development and outlot(s) to be reserved for future commercial uses; and WHEREAS, the subject property is currently guided "Places to Shop" in the Monticello Comprehensive Plan; and WHEREAS, the proposed designation of "Places to Live" will facilitate an attractive and viable mixed use project, along with public amenities; and WHEREAS, the applicant has submitted requests to revise the land use designation for a portion of the property from commercial to residential, and zone the land consistent with the proposed plat; and WHEREAS, the applicant has submitted a request for PUD rezoning for the proposed residential portion of the property and incorporates a request for PUD Development Stage review and approval; and WHEREAS, subject to approvals for the land use and plat actions, the proposed Development Stage PUD is consistent with the long-term use and development of the property for residential uses; and WHEREAS, the proposed amendment is consistent with the requirements of the proposed zoning where the City considers conversion of commercial to residential land, subject to conditions recommended by the Planning Commission and required by the City Council; and WHEREAS, the Planning Commission held a public hearing on November 4th, 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: CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2019-029 1. The amendment provides an effective means of furthering the intent of the Comprehensive Plan for the site by providing for the development of multifamily and commercial uses in appropriate locations. 2. The proposed improvements on the site under the development plans are consistent with the needs of the land uses in this location. 3. The improvements will facilitate the logical application of existing municipal public services, including sewer, water, stormwater treatment which have been planned to serve the property for the development as proposed. 4. The development plan proposed with the amendment is consistent with the intent of the City's economic development objectives, as well as with the intent of the City's zoning regulations. 5. The amendment provides an opportunity to support district -wide improvements and common stormwater ponding that will facilitate a variety of land uses and public spaces in the immediate area. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the Comprehensive Plan Amendment for Deephaven, ADOPTED this 4th day of November, 2019, by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION 9 By: X Sam Murdoff, Chair 1,1 ty Development Director 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2019-030 RECOMMENDING APPROVAL OF AN AMENDMENT TO THE MONTICELLO ZONING ORDINANCE ESTABLISHING THE "DEEPHAVEN PUD DISTRICT", AND REZONING A PARCEL FROM B-4, REGIONAL BUSINESS TO DEEPHAVEN PUD DISTRICT WHEREAS, the applicant seeks to develop a previously unplatted parcel to create a multifamily residential development and outlot(s) to be reserved for future commercial uses; and WHEREAS, the applicant has submitted a request to revise the land use designation for a portion of the property from commercial to residential, and zone the land consistent with the proposed plat; and WHEREAS, the applicant has submitted a request for PUD rezoning for the proposed residential portion of the property and incorporates a request for PUD Development Stage review and approval; and WHEREAS, subject to approvals for the land use and plat actions, the proposed PUD zoning is consistent with the long-term use and development of the property for residential uses; and WHEREAS, the proposed amendment is consistent with the requirements of the PUD zoning regulations, subject to conditions recommended by the Planning Commission and required by the City Council; and WHEREAS, the Planning Commission held a public hearing on November 4th 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 amendment provides an effective means of furthering the intent of the Comprehensive Plan for the site by providing for the development of multifamily and commercial uses in appropriate locations. 2. The proposed improvements on the site under the development plans are consistent with the needs of the land uses in this location. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2019-030 3. The improvements will facilitate the logical application of existing municipal public services, including sewer, water, stormwater treatment which have been planned to serve the property for the development as proposed. 4. The development plan proposed with the amendment is consistent with the intent of the City's economic development objectives, as well as with the intent of the City's zoning regulations. 5. The amendment provides an opportunity to support district -wide improvements and common stormwater ponding that will facilitate a variety of land uses and public spaces in the immediate area. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the PUD zoning ordinance and rezones the subject property to the Deephaven PUD District, subject to the conditions listed in Exhibit Z of the staff report as follows: 1. The City approves the flexibility incorporated into the plans cited in the staff comments for parking count, setback, shared access, multiple buildings on a single - parcel, unit size, and site landscaping, subject to the modifications required by Exhibit Z. 2. Shift the west building farther to the west and south to open up views into the site from the northwest corner. 3. The applicant continues to cooperate with the City's efforts to expand the site planning and common stormwater and open space improvements to the south, including dedications and final improvements, and construction access as necessary, among other requirements. 4. The applicant supplies the required traffic study and stormwater management plans and complies with the comments in response to the review of those documents. 5. The applicant revises the plan to show all pathways noted in the report, and constructs pathways for private use as a part of the PUD approval, and pathways for public use as a credit against the required park dedication. 6. The applicant enters into an agreement to manage shared access across the commercial lots to the west. 7. The applicant shifts the Edmonson Avenue access point to abut the property line, and agrees to accommodate shared access at the time of redevelopment of the adjoining parcel. 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2019-030 8. The applicant dedicates the right of way areas as recommended by the City Engineer and participates in the required improvements for that roadway to ensure its capacity for increased development, including pathway construction. 9. The City accepts the parking lot design and quantities as proposed, with the following exception: a. Redesign on the west building parking lot to accommodate a flow for exiting vehicles, including emergency service access and egress. An example of this design is illustrated in this report. 10. The applicant improves the private open spaces, and develops a phasing plan for private open space improvements, for consideration by the City and incorporation into the PUD development agreement. This shall include consideration of a playground facility on-site. 11. The applicant modifies the landscape plan to add shrub plant materials along the foundation areas of the building where the garage level is exposed. This modification may result in lower tree planting quantities, but shall not drop below minimum requirements. 12. The applicant provides landscape irrigation to all landscaped areas. 13. The landscaping plans are modified to add the required buffer plantings at the north and west perimeter of the site. 14. The landscaping plans are modified to add the required landscaped island delineator spaces in the parking lot areas. 15. The plan is revised to incorporate trash handling within the garage areas of the building. 16. Brick or cultured stone is added to the building facing consistent with the comments in this report, or to at least 20% of the building face. 17. The EFIS base material is enhanced to add architectural pilaster components to the corners of the building base to emphasize the corners and de-emphasize the flat -wall impression of the ground floor. 18. The applicant adds window openings to the ground floor wall. 19. Commercial lighting areas are designed to avoid any glare or lighting impacts on the residential property. 3 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2019-030 20. The applicant complies with the recommendations of the Parks Commission as approved by the City Council for park dedication. 21. Final signage plans are provided and subject to review prior to final PUD consideration. 22. The Plat is modified to include easement dimensions consistent with Subdivision Ordinance requirements. 23. The preliminary plat is revised to reflect the outlot configuration described for the commercial area. 24. The Plat is modified to include an outlot for public space at Cedar and Chelsea of approximately 50 feet by 50 feet. The City will work with the applicant to create an appropriate plaza design and maintenance agreement that enhances access and development of the adjoining commercial land. 25. The applicant complies with the requirements of the City Engineer's report, including requirements for stormwater, right-of-way, and easements, dated October X, 2019. 26. Should compliance with final stormwater analysis require a substantive change to the lots or site plan layout for the PUD, the applicant will be required to submit an amended application to the City for review. 27. The applicant proceeds to Final PUD and Final Plat within the timelines addressed in the Zoning and Subdivision Ordinances, and prepares revised development stage PUD and Preliminary Plat documents consistent with the conditions approved by the City Council. 28. The applicant enters into a development and PUD agreement for the plat and PUD. 29. Comments and conditions of other staff and Planning Commission. ADOPTED this 0 day of November, 2019, by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION By: Sam`1Vlurdoff, Chair 11 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2019-030 ATTEST: Angela Schu community Development Director CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2019-031 RECOMMENDING APPROVAL OF A DEVELOPMENT STAGE PLANNED UNIT DEVELOPMENT (PUD) FOR DEEPHAVEN WHEREAS, the applicant seeks to subdivide and develop a previously unplatted parcel to create a multifamily residential development and outlot(s) to be reserved for future commercial uses; and WHEREAS, the applicant has submitted requests to revise the land use designation for a portion of the property from commercial to residential, and zone the land consistent with the proposed plat; and WHEREAS, the applicant has submitted a request for PUD rezoning for the proposed residential portion of the property and incorporates a request for PUD Development Stage review and approval; and WHEREAS, subject to approvals for the land use and plat actions, the proposed Development Stage PUD is consistent with the long-term use and development of the property for residential uses; and WHEREAS, the proposed Development Stage PUD is consistent with the requirements of the proposed zoning, subject to conditions recommended by the Planning Commission and required by the City Council; and WHEREAS, the Planning Commission held a public hearing on November 4th, 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 PUD provides an effective means of furthering the intent of the Comprehensive Plan for the site by provided for the development of multifamily and commercial uses in appropriate locations. 2. The proposed improvements on the site under the PUD are consistent with the needs of the development in this location. 3. The improvements will facilitate the logical application of existing municipal public services, including sewer, water, stormwater treatment which have been planned to serve the property for the development as proposed. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2019-031 4. The PUD is consistent with the intent of the City's economic development objectives, as well as with the intent of the City's zoning regulations. 5. The PUD provides an opportunity to support district -wide improvements and common stormwater ponding that will facilitate a variety of land uses and public spaces in the immediate area. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the Development Stage PUD for Deephaven, subject to the conditions listed in Exhibit Z of the staff report as follows: 1. The City approves the flexibility incorporated into the plans cited in the staff comments for parking count, setback, shared access, multiple buildings on a single - parcel, unit size, and site landscaping, subject to the modifications required by Exhibit Z. 2. Shift the west building farther to the west and south to open up views into the site from the northwest corner. 3. The applicant continues to cooperate with the City's efforts to expand the site planning and common stormwater and open space improvements to the south, including dedications and final improvements, and construction access as necessary, among other requirements. 4. The applicant supplies the required traffic study and stormwater management plans and complies with the comments in response to the review of those documents. 5. The applicant revises the plan to show all pathways noted in the report, and constructs pathways for private use as a part of the PUD approval, and pathways for public use as a credit against the required park dedication. 6. The applicant enters into an agreement to manage shared access across the commercial lots to the west. 7. The applicant shifts the Edmonson Avenue access point to abut the property line, and agrees to accommodate shared access at the time of redevelopment of the adjoining parcel. 8. The applicant dedicates the right of way areas as recommended by the City Engineer and participates in the required improvements for that roadway to ensure its capacity for increased development, including pathway construction. 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2019-031 9. The City accepts the parking lot design and quantities as proposed, with the following exception: a. Redesign on the west building parking lot to accommodate a flow for exiting vehicles, including emergency service access and egress. An example of this design is illustrated in this report. 10. The applicant improves the private open spaces, and develops a phasing plan for private open space improvements, for consideration by the City and incorporation into the PUD development agreement. This shall include consideration of a playground facility on-site. 11. The applicant modifies the landscape plan to add shrub plant materials along the foundation areas of the building where the garage level is exposed. This modification may result in lower tree planting quantities, but shall not drop below minimum requirements. 12. The applicant provides landscape irrigation to all landscaped areas. 13. The landscaping plans are modified to add the required buffer plantings at the north and west perimeter of the site. 14. The landscaping plans are modified to add the required landscaped island delineator spaces in the parking lot areas. 15. The plan is revised to incorporate trash handling within the garage areas of the building. 16. Brick or cultured stone is added to the building facing consistent with the comments in this report, or to at least 20% of the building face. 17. The EFIS base material is enhanced to add architectural pilaster components to the corners of the building base to emphasize the corners and de-emphasize the flat -wall impression of the ground floor. 18. The applicant adds window openings to the ground floor wall. 19. Commercial lighting areas are designed to avoid any glare or lighting impacts on the residential property. 20. The applicant complies with the recommendations of the Parks Commission as approved by the City Council for park dedication. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2019-031 21. Final signage plans are provided and subject to review prior to final PUD consideration. 22. The Plat is modified to include easement dimensions consistent with Subdivision Ordinance requirements. 23. The preliminary plat is revised to reflect the outlot configuration described for the commercial area. 24. The Plat is modified to include an outlot for public space at Cedar and Chelsea of approximately 50 feet by 50 feet. The City will work with the applicant to create an appropriate plaza design and maintenance agreement that enhances access and development of the adjoining commercial land. 25. The applicant complies with the requirements of the City Engineer's report, including requirements for stormwater, right-of-way, and easements, dated October X, 2019. 26. Should compliance with final stormwater analysis require a substantive change to the lots or site plan layout for the PUD, the applicant will be required to submit an amended application to the City for review. 27. The applicant proceeds to Final PUD and Final Plat within the timelines addressed in the Zoning and Subdivision Ordinances, and prepares revised development stage PUD and Preliminary Plat documents consistent with the conditions approved by the City Council. 28. The applicant enters into a development and PUD agreement for the plat and PUD. 29. Comments and conditions of other staff and Planning Commission. ADOPTED this 0 day of November, 2019, by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION By: qChair Sam Murdof rd CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2019-031 ATTEST: Angela Schu nn, mmunity Devel�pment Director CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2019-032 RECOMMENDING APPROVAL OF A PRELIMINARY PLAT FOR DEEPHAVEN WHEREAS, the applicant seeks to subdivide an unplatted parcel to create a multifamily residential parcel and outlot(s) to be reserved for future commercial uses; and WHEREAS, the applicant has submitted requests to revise the land use designation for the property, and zone the land consistent with the proposed plat; and WHEREAS, subject to approvals for the land use and zoning actions, the proposed Plat is consistent with the long-term use and development of the property for residential and commercial uses; and WHEREAS, the proposed Plat is consistent with the requirements of the proposed zoning districts, subject to conditions recommended by the Planning Commission and required by the City Council; and WHEREAS, the Planning Commission held a public hearing on November 4th, 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 Plat provides an effective means of furthering the intent of the Comprehensive Plan for the site by provided for the development of multifamily and commercial uses in appropriate locations. 2. The proposed improvements on the site under the Preliminary Plat are consistent with the needs of the development in this location as parcels in the area. 3. The improvements will facilitate the logical application of existing municipal public services, including sewer, water, stormwater treatment which have been planned to serve the property for the development as proposed. 4. The Plat is consistent with the intent of the City's economic development objectives, as well as with the intent of the City's zoning regulations. 5. The Plat provides an opportunity to support district -wide improvements and common stormwater ponding that will facilitate a variety of land uses and public spaces in the immediate area. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2019-032 NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the Preliminary Plat for Deephaven, subject to the conditions listed in Exhibit Z of the staff report as follows: 1. The City approves the flexibility incorporated into the plans cited in the staff comments for parking count, setback, shared access, multiple buildings on a single - parcel, unit size, and site landscaping, subject to the modifications required by Exhibit Z. 2. Shift the west building farther to the west and south to open up views into the site from the northwest corner. 3. The applicant continues to cooperate with the City's efforts to expand the site planning and common stormwater and open space improvements to the south, including dedications and final improvements, and construction access as necessary, among other requirements. 4. The applicant supplies the required traffic study and stormwater management plans and complies with the comments in response to the review of those documents. 5. The applicant revises the plan to show all pathways noted in the report, and constructs pathways for private use as a part of the PUD approval, and pathways for public use as a credit against the required park dedication. 6. The applicant enters into an agreement to manage shared access across the commercial lots to the west. 7. The applicant shifts the Edmonson Avenue access point to abut the property line, and agrees to accommodate shared access at the time of redevelopment of the adjoining parcel. 8. The applicant dedicates the right of way areas as recommended by the City Engineer and participates in the required improvements for that roadway to ensure its capacity for increased development, including pathway construction. 9. The City accepts the parking lot design and quantities as proposed, with the following exception: a. Redesign on the west building parking lot to accommodate a flow for exiting vehicles, including emergency service access and egress. An example of this design is illustrated in this report. 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2019-032 10. The applicant improves the private open spaces, and develops a phasing plan for private open space improvements, for consideration by the City and incorporation into the PUD development agreement. This shall include consideration of a playground facility on-site. 11. The applicant modifies the landscape plan to add shrub plant materials along the foundation areas of the building where the garage level is exposed. This modification may result in lower tree planting quantities, but shall not drop below minimum requirements. 12. The applicant provides landscape irrigation to all landscaped areas. 13. The landscaping plans are modified to add the required buffer plantings at the north and west perimeter of the site. 14. The landscaping plans are modified to add the required landscaped island delineator spaces in the parking lot areas. 15. The plan is revised to incorporate trash handling within the garage areas of the building. 16. Brick or cultured stone is added to the building facing consistent with the comments in this report, or to at least 20% of the building face. 17. The EFIS base material is enhanced to add architectural pilaster components to the corners of the building base to emphasize the corners and de-emphasize the flat -wall impression of the ground floor. 18. The applicant adds window openings to the ground floor wall. 19. Commercial lighting areas are designed to avoid any glare or lighting impacts on the residential property. 20. The applicant complies with the recommendations of the Parks Commission as approved by the City Council for park dedication. 21. Final signage plans are provided and subject to review prior to final PUD consideration. 22. The Plat is modified to include easement dimensions consistent with Subdivision Ordinance requirements. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2019-032 23. The preliminary plat is revised to reflect the outlot configuration described for the commercial area. 24. The Plat is modified to include an outlot for public space at Cedar and Chelsea of approximately 50 feet by 50 feet. The City will work with the applicant to create an appropriate plaza design and maintenance agreement that enhances access and development of the adjoining commercial land. 25. The applicant complies with the requirements of the City Engineer's report, including requirements for stormwater, right-of-way, and easements, dated October X, 2019. 26. Should compliance with final stormwater analysis require a substantive change to the lots or site plan layout for the PUD, the applicant will be required to submit an amended application to the City for review. 27. The applicant proceeds to Final PUD and Final Plat within the timelines addressed in the Zoning and Subdivision Ordinances, and prepares revised development stage PUD and Preliminary Plat documents consistent with the conditions approved by the City Council. 28. The applicant enters into a development and PUD agreement for the plat and PUD. 29. Comments and conditions of other staff and Planning Commission. ADOPTED this 4th day of November, 2019, by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION f % By: j Sam Murdoff, Chai ATTEST: 4 Angela Sch ommunity Development Director ORDINANCE NO. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING TITLE 10 OF THE MONTICELLO CITY CODE, KNOWN AS THE ZONING ORDINANCE, BY ESTABLISHING THE RIVERTOWN SUITES PUD AS A ZONING DISTRICT IN THE CITY OF MONTICELLO, AND REZONING THE FOLLOWING PROPERTY FROM B-4, REGIONAL BUSINESS DISTRICT TO DEEPHAVEN PUD, PLANNED UNIT DEVELOPMENT: LOT 7 BLOCK 1; DEEPHAVEN 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: (22) Deephaven PUD District (a) Purpose. The purpose of the Deephaven PUD District is to provide for the development of certain real estate subject to the District for multiple family residential land uses. (b) Permitted Uses. Permitted principal uses in the Deephaven PUD District shall be multiple family residential uses as found in the R-4, Medium -High Density Residential District of the Monticello Zoning Ordinance, subject to the approved Final Stage Development Plans dated , and development agreement dated , 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 residential 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 Deephaven PUD District shall adhere to the approved final stage PUD plans and development agreement. In such case where any proposed improvement is not addressed by the final stage PUD, then the regulations of the R-4, Medium -High Density Residential District shall apply. (e) Amendments. Where changes to the PUD are proposed in the manner ORDINANCE NO. 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-4, Regional Business District to Deephaven PUD, Planned Unit Development District: Lot 7, Block 1, Deephaven Section 3. The City Clerk is hereby directed to mark the official zoning map to reflect this ordinance. The map shall not be republished at this time. Section 4. The City Clerk is hereby directed to make the changes required by this Ordinance as part of the Official Monticello City Code, Title 10, Zoning Ordinance, and to renumber the tables and chapters accordingly as necessary to provide the intended effect of this Ordinance. The City Clerk is further directed to make necessary corrections to any internal citations that result from said renumbering process, provided that such changes retain the purpose and intent of the Zoning Ordinance as has been adopted. Section 5. This Ordinance shall take effect and be in full force from and after its passage and publication. The ordinance in its entirety and map shall be posted on the City website after publication. Copies of the complete Ordinance and map are available online and at Monticello City Hall for examination upon request. ADOPTED BY the Monticello City Council this day of 120. ATTEST: Jeff O'Neill, Administrator AYES: NAYS: Brian Stumpf, Mayor 2 Dale Buchholz Construction I Request for Comp Plan Amdt, Rezone, Dvlpmt Stage PUD, Preliminary Plat Lengthy Legal - See City Hall I PID: 155-500-142104 Created by: City of Monticello DALE BUCHHOLZ CONSTRUCTION October 7, 2019 City of Monticello Community Development Attn: Angela Schumann 505 Walnut Street, Suite 1 Monticello, MN 55362 Dear Angela, For your review are Dave Buchholz Construction's application items for the PUD Concept Proposal of the property described in the attached Land Use Application form. The checklist item description is copied in bold with our response written below. • A listing of contact information including name(s), address(es) and phone number(s) of. the owner of record, authorized agents or representatives, engineer, surveyor, and any other relevant associates. Owner of Record: Premier Bank (Tom Kern) 301 Central Avenue, Osseo MN 55369 (612) 741-1862 tkern(&i)remierb anks. com Prospective Buyer/ Developer: Dale Buchholz Construction (Mark Buchholz) 4379 33rd Avenue South, Suite 121, Fargo, ND 58104 (701) 371-1646 mdbuchholza, email. com Rhet Architecture (Rhet Fiskness) 27 111 Street North, Fargo, ND 58102 (701) 388-2867 rhet(&rhet-arch.com Surveyor: Samuel J. DeLeo, PLS Kramer Leas Deleo, P.C. 13 North 11th Avenue. St Cloud, MN 56303 (320) 259-1266 deleoa,,kldland.com L10DALE BUCHHOLZ .4 CONSTRUCTION Engineer: Josh Mehlke MBN Engineering 503 7" Street N, Ste 200 Fargo, North Dakota 58102 (701) 371-4874 Josh. Ma2elkvnmbnen2r. com Property Resources Group (Brendan Muldoon, Realtor representing Prospective Buyer) 4265 45" Street South, Suite 200, Fargo, ND 58104 (701) 318-2699 brendan(&nr2commercial.com Commercial Realty Solutions (Wayne Elam, Realtor representing Owner of Record) 3 Highway 55 West, Buffalo, MN 55313-4320 (763)682-2400 info(&, commercialrealtvsolutions. com • A listing of the following site data: Address, current zoning, parcel size in acres and square feet, and current legal description(s). a. Property does not currently have a physical address. The parcel identification number as follows. i. 155500142104 ii. The property is bound by Chelsea Road to the North, Edmonson Road to the East, Cedar Street to the West, and parcels to the South (155500142300, 155230000010,and 155500142401) Zoning: B-4 Regional Business District Parcel Size: 18.6106 acres (810,678 SF) • A narrative explaining the applicant's proposed objectives for the PUD, and public values that the applicant believes may be achieved by the project. Through the collaborative efforts of the developer, the City of Monticello Staff, and the input from individual elected officials, we are pleased to present a Planned Unit Development (PUD) aligning with the City of Monticello's goal of "creating great places to live, shop, work, and play." The development is comprised of a combination of roughly half commercial lots and half multifamily residence (please see preliminary plat for precise numbers). The request for the PUD includes modifying the land use category for the south half of the development from L10DALE BUCHHOLZ .4 CONSTRUCTION "places to shop" to places to live (please see attached map for the precise location). In designing the development, particular attention has been given to the anticipated growth, and development of the land adjacent to the south. In doing so, the water feature, trail systems, configuration of buildings, and recreational areas have been positioned in a way that will create connectivity and a masterplan-like feel to the greater area. The "wet" pond will serve a dual purpose of providing water retention for the PUD and also as an architectural amenity. The pond will be located and designed in a manner that it can be expanded as development takes place to the south. When the area beyond the subject PUD is completed, the land to the south together with the subject PUD will provide a parkway -like feel. The PUD concept falls in line with Monticello's rich history and the value they place in their park system. Following our pre - design meeting we determined that the PLAN D concept created by Steve Grittman (see attached exhibit) where the buildings are positioned in an open formation to the south around the pond was the best possible fit for the site despite reducing the number of units by 19%. The plan has been adjusted from a concept drawing to align with the requirements set forth in the R4 zoning. The commercial land portion of the PUD has been reserved for the "prime area" of the development, which is the land bound and adjacent to Chelsea to the north and Cedar to the west. The existing zoning is 134 -Regional Business District. The development will continue to cater to users within the existing zoning classification. The limited traffic counts on Chelsea (5,900), Cedar (3,450), and Edmonson (1,900) as opposed to Highway 25 (30,000) presents challenges even with regard to developing the "prime" areas of the site. The Monticello staff noted in the June 19th Concept PUD Review that in the last several years commercial development occurred "almost exclusively in more highly exposed areas". The vision for overcoming this challenge is to market more destination -based retail, professional office, and medical related businesses that do not need the level of exposure as some commercial users, but continue to desire good access to highways and interstates for the convenience of their clientele. The PUD will also provide a perceived need within the Monticello market by providing options for smaller "shovel ready" lot options. The buildings will be marketed either for sale or on a build -to -suit basis. The redesigned multifamily portion of the PUD was reduced from four buildings consisting of 204 apartment units to three buildings consisting of 165 apartment units. More precisely, the 3 buildings will consist of (2) 51 -unit buildings and (1) 63 -unit building. The units will consist of a mix of 1 bedroom, 2 bedroom, and 3 bedroom units, with the majority being 1 and 2 bedroom units. The spacious open floor plans of the units will provide designer -driven finishes as well as other notable upgrades such as 9 foot ceilings, elevator, quartz counter tops, stainless steel appliances, central air, LVT wood plank flooring, tile back splashes, complimentary in -unit washer & dryer, private balconies, as well as on-site property management. The contemporary and urban looking exteriors are aesthetically enhanced through varying parapet heights and wall depths, as well as the use of timeless materials and colors. Furthermore, the urban look of the buildings will serve as a seamless transition between the Highway 25 Commercial corridor and the industrial corridor to the east. The end result is as Wayne Elam notes, "the higher end apartment project will help attract higher end finishes on the commercial uses" thus improving the overall appeal and long-term stability to the entire PUD development. L10DALE BUCHHOLZ .4 CONSTRUCTION The buildings offer a number of interior common area and exterior amenities that will enhance the residents' overall living experience. As for common area amenities, each building will offer a Wi-Fi lounge and coffee bar that will promote positive interaction amongst the residents. The secured entrances and video monitored entry points will provide reassurance of a secure living environment to the residents. Each building will offer heated on -grade parking within the buildings. The exterior amenities will include multiple outdoor picnic areas featuring stamped concrete and commercial grade BBQ grills, all of which will be strategically placed around the pond feature and trail system. The site plan notates the location of both the signage as well as the large trash handling and recycling collection areas. Samples of both the signage and construction materials for the trash collectors have been provided and will be in compliance with the City of Monticello zoning ordinance. The combination of the quality of the building, generous amenities, and the walkability to commercial amenities will undoubtedly contribute to a superior living experience for residents, as well as provide a captive audience to existing and future commercial/retail businesses. It is also worthwhile to note that the Buchholz group has a long history of site selecting, constructing, and most importantly, managing with a long- term perspective in mind. As has been their case, their intentions are to develop and hold the property for the long term; and given the financial investment, they have a vested interest in seeing the project through. In summary, through the work of many, the proposed plan has evolved into what could truly be a marquee, mixed-use development for commerce to take place, and for young professionals and families to make their home. We thank you again for the opportunity to be a part in the growth of Monticello. • A listing of general information including the number of proposed residential units, commercial and industrial land uses by category of use, public use areas including a description of proposed use, and any other land use proposed as part of the PUD a. Proposed Number of Residential Units: 156 units- 369,998 SF (9.11 acres) b. 440,653 SF (10.11 acres) of commercial use to remain consistent with the exist- ing zoning of B-4 Regional Business District c. Legal Description: Sect -14 Twp -121 Range -025 UNPLATTED LAND MONTICELLO N 1/2 OF NW 1/4 LY S OF N586.37 FT OF SD N1/2 OF NW 1/4 MY ELY OF ELY LN OF OLD ST HWY 25 NKA CEDAR ST & LY WLY & SLY OF CTY RD 117 THAT WAS PRE - TAKEN FOR R/W BY STATE Calculation of the proposed density of the project and the potential density under standard zoning regulations, including both gross density and net density, accounting for developable and undevelopable land. Undevelopable land shall include all wetlands, floodplains, sensitive ecological areas identified in the Natural Resource Inventory, slopes greater than 18%, poor soils and areas of concentrated woodlands DALE BUCHHOLZ CONSTRUCTION a. Please see attached Development Plan for the Calculation of the Proposed Den- sity of the Project. b. The subject property does not include wetlands, floodplains, or sensitive ecologi- cal areas identified in the Natural Resource Inventory, slopes greater than 18%, poor soils or areas of concentrated woodlands. • Outline a conceptual development schedule indicating the approximate date when the construction of the project, or stages of the same, can be expected to begin and be completed (including the proposed phasing of construction of public improvements and recreational and common space areas) a. The multi -family portion of the project shall be built out in 3 phases. The first of which shall commence in May 2020 and shall be completed in February 2021. Phase 2 shall commence May of 2021 and shall be completed in March of 2022. The third phase shall commence May of 2022 and shall be completed in February of 2023. b. The commercial portion of the project shall be completed based on market de- mand. The initial projections are that the commercial land will be absorbed at 3 acres per year or over a 3 -year period. The commercial land will be professionally marketed to third party buyers as well as on a build -to -suit basis. • A Concept PUD Proposal illustrating the nature and type of proposed development. At a minimum, the plan should show: a. Area calculations for gross land area- 18.6106 acres b. Existing zoning district(s)- B-4 Regional Business District c. Layout of proposed lots and proposed uses. Denote outlots planned for public dedication and/or open space (schools, parks, etc.) - See attached Development Plan. d. Area calculations for each parcel - See attached Development Plan. e. General location of wetlands and/or watercourses over the property and within 200 feet of the perimeter of the subdivision parcel - Non Applicable f. Location of existing and proposed streets within and immediately adjacent to the subdivision parcel - See attached Development Plan. g. Proposed sidewalks and trails - See attached Development Plan. h. Proposed parking areas - See attached Development Plan. i. Proposed parks, common areas, and preservation easements (indicate public vs. private if applicable) — Non Applicable. j. General location of wooded areas or significant features (environmental, histori- cal, cultural) of the parcel - Non Applicable. DALE BUCHHOLZ ,I CONSTRUCTION k. Location of utility systems that will serve the property — To be determined. 1. Other: An applicant may submit any additional information that may explain the proposed PUD. • A listing of the areas of flexibility from the standard zoning sought through the use of a PUD design. The PUD is based on the City of Monticello 134 -Business zoning and R4 -Medium High Density Residential District as a basis for design. Modifications to the R4 district in- cludes a 60' front yard setback and less density. R4 -Medium High Density Residential district provides for up to 25 units per acre while the proposed development plan provides for 18.4 units per acre. It is worthwhile to note that the PUD is slightly over 2 times the required 500 square feet of greenspace per unit required by the R-4 zoning code. For phasing purposes, we are requesting 3 buildings as opposed to one building per parcel., We are also requesting that the buildings be constructed with flat roofs utilizing parapets to add variations in depths and heights for aesthetic appeal as opposed to the R-4 required 5:12 pitch. This will allow us to achieve the urban look that we are seeking. With regard to the commercial based land, the proposed PUD does not seek to deviate from the guide- lines set forth in the 134 -Regional District Zoning. k1R" DALE BUCHHOLZ CONSTRUCTION October 7, 2019 City of Monticello Community Development Attn: Angela Schumann 505 Walnut Street, Suite 1 Monticello, MN 55362 Dear Angela, Dale Buchholz Construction 4379 3316 Ave S, Suite 121 Fargo, ND 58104 RE: Approximately 16.36 acres of vacant land on Chelsea Road, Monticello, MN Tax Parcel: R155-500-142104 Dale Buchholz Construction is aware of the applicant's understanding of the financial requirements for the development of the PUD for the above referenced property in accordance with the City's specifications for streets, utilities, and installation of such improvements, and the financial guarantees for the completion of such improvements. Dale Buchholz Construction By: Mark Buchholz Its: President LAND USE CATEGORY = PLACES TO SHOP A 1 PLACES TO LIVE PLACES TO WORK - PUD OUTLINE *The request for land use change is relating to the multifamily portion of the PUD which the current land use desig- nation is Places to Shop. The applicant is requesting the description be changed to Places to Live. 49 B T;I 2 FA 3 4 5 RHET ARCHITECTURE RHET ARCHITECTURE, LLC ATTN: RHET FISKNESS, AIA MAIL: 901 5th AVE. S. FARGO, NO 58103 A OFFICE: 2711th ST. S. FARGO, ND 58102 PHONE: 701.388.2867 EMAIL: RHET@RHET-ARCH.COM WEB: WWW.RHET-ARCH.COM 1 hereby certify that this plan, specification, or report waa prepared by me or under my direct supervision and that I am a duly Registered Arclut et under the laws of the State of Minnesota. Signatur– Dal 4-12019 REG. NO.: 50755 — t1� g�C2Zp11 C'CPI PROJECT: MONTICELLO APARTMENTS MONTICELLO, MN GENERAL CONTRACTOR: BUCHHOLZ CONSTRUCTION ATTN: MARK BUCHHOLZ PHONE: 701.371.1646 EMAIL: mdbuchholz@gmail.com E E I CD CONSTRUCTION DOCUMENTS 1011512019 MARK DESCRIPTION DATE PROJECT NO: 19-100603 DRAWN BY: MA CHECKED BY: RF DRAWING TITLE: PROXIMITY PLAN B C D i, 9 a �D 5 t � - o r 3 0 � o LL 1 2 3 4 5 PROJECT NO: 19-100603 DRAWN BY: MA CHECKED BY: RF DRAWING TITLE: PROXIMITY PLAN B C D Ii 1 31Va MZ/L6/M 031`da A3n21f1S I` WNl 30NIS SNOISIA3N 'ON-�/ �0611,dH:)na 'ON 1J311IObd SIB(] L6EOV *ON 9su9011 NW 'oalaa -r IanweS 6 WVL M/ 0� a -h wt� :9jnleu6lS 7Q 1' / S '`dlOS3NNIW 30 31VIS 3Hl 30 SMVI 3Hl 2i30Nn UO.13Auns aNVI a32l31SIJ3U Aina `L/ INV I iVHl (INV NOISlAU3df1S 103U1a AW U3aNn 210 3W A8 03UVd3Ud SVM 12lOd3M MO '.OAuns 'NV1d SIHl 1`dH1 A311b30 A83U3H I anoio *is ON3NIVMS ONINNVId • ONIa33NIJN3 • DNIA3Amns o3 -13a sv3-1 a3wvmm 990k -69Z -0Z£ £0£99 NW Pnolo *IS enueny yId I. 4lcoN £L 4(17)1 IsaM SZ agues gIJON LZ L dLgSUMol t7I, uoij:)aS UL paje:)03 ejosauuiyy jo ajejS `IgBLJM jo Ajun0D `opMaA!uow Jo AID t7O M4 -00S -SSL :dld ° U0Lpnajsuo:) zloyyon9 abed :ao3 @/unS SU0Lj!Puo' 5ULISLx3 z � N3"Hd33G Jo WId AJ2ULWLI@Jd Ln Ln I I Q , I Q z w I O ; z I v � .... > I N Y✓ ' I gyp- ao�+Ln alp I I o Qtl ..... 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PROPERTY INFORMATION MONTICELLO APARTMENTS - MONTICELLO, MN OWNER - BUCHHOLZ CONSTRUCTION SITE DATA A ZONING TOTAL LOT AREA APARTMENTS LOT AREA TOTAL UNITS OCCUPANCY DENSITY X C ID = R-4 = 16.36 ACRES = 8.49 ACRES = 165 = R-2 = 19 UNITS /ACRE FA ZONING CRITERIA GROSS DENSITY FRONT SETBACK CORNER SIDE SETBACK INTERIOR SIDE SETBACK REAR SETBACK CLEAR OPEN SPACE SETBACK FROM R.O.W. CLEAR OPEN SPACE FROM PROPERTY LINE COMMON OPEN SPACE PER UNIT PARKING REQUIREMENTS MAX UNCOVERED PARKING 3 4 5 UNITS PROVIDED SITE DATA PARKING o� o�� 0 0 �T- 10-25 DU/ACRE �� SUMMARY <vv Aq` a �o 0v 100' o0 00 M 00 0 �i co Oro e c� ., � v -T 40' 0� OQ 0_k00 �Tv OO GV � 30' BUILDING #1 18 27 6 51 TOTAL SITE AREA 369,998 SF BUILDING 1 (51 UNIT) 3 53 54 2 112 40' BUILDING #2 24 33 6 63 TOTAL BUILDING AREA 69,192 SF I BUILDING 263 UNIT) ) 3 60 64 2 129 60' BUILDING #3 18 27 6 51 TOTAL SIDEWALK AREA 3,598 SF I BUILDING 3 (51 UNIT) 3 46 54 2 105 40' TOTAL 60 87 18 165 TOTAL DRIVELANE AREA 82,085 SF I FUTURE CLUBHOUSE 2 19 0 0 21 500 SF/DU TOTAL POND AREA 44,278 SF TOTAL 11 178 172 6 367 2.25 SPACES/DU TOTAL GREEN SPACE AREA 171,145 SF 1.1 SPACES/DU GREEN SPACE PER UNIT (165 UNITS) 1,037 SF/UNIT TOTAL % PERVIOUS AREA 46% 1 -- RHET ARCHITECTURE RHET ARCHITECTURE, LLC ATTN: RHET FISKNESS, AIA MAIL: 901 5th AVE. S. FARGO, ND 58103 ■ OFFICE: 27 11th ST. S. FARGO, ND 58102 PHONE: 701.388.2867 EMAIL: RHET@RHET-ARCH.COM WEB: WWW.RHET-ARCH.COM I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of Minnesota. Signature: -- — -- -- -- -- -- — -- -- -- -- -- -- -- -- Date: 442019 REG. NO.: 50755 AZO ,j CHELSEA ROAD PROJECT: ' MONTICELLO APARTMENTS MONTICELLO, MN LOT C (61,948 S.F.) LOT D LOT E LOT F coma* / (60,148 S.F.) (57,759 S.F.) (51,504 S.F.) 1 GENERAL CONTRACTOR: BUCHHOLZ < CONSTRUCTION / 50' AccEss I Z ATTN: MARK BUCHHOLZ PHONE: 701.371.1646 EASEMENT I I EMAIL: 111dbuchhOIZ@gmaII.com PROPERTY LINE FENCE OR BLOCK 10' WIDE SIDEWALK I pRI�ATE �Rl _ \ 30' SIDE YARD ENCLOSURE \ t/F o SETBACK I - 50 ACCESS �� r- EASEMENT \ -- N - - -- -- --�-- -- -- -R1- -- -- -- -- -- -- i I 1 JD l IFUTURE� _ RAS I I I I MONUMENTAL / ---- -- -------------------------------------------„--------------a -------------=- ----- -- MONUMENTAL --- n q „ / FENCE _ I SIGN / OR BLOCK i _ 311 -0 a �� N I I I i� ENCLOSURE I I II 40'REAR YARD /i LOT B 7 6 WIDE SIDEWALK (TYP) 1 I / (60,349 S.F.) SETBACK 1-1 n n n n n n F-1 I I I I I / / �26. TRASH --1 t--�--� ��--� t� � �-- 1---f I I I J \. / `_-I-_ ---- II T 1 O BUILDING F \\ I I 1 I CD CONSTRUCTION DOCUMENTS 10/15/2019 FOUR-STORY - s COMMERCIAL / / ��I ��-��1 ��I �l' '`O �.A\\\\\\� 63 UNIT'S I I I -� _ C DEVELOPMENT / (FUTURE) / BUILDING -,41" f BUCLDTNG #3 11 2' _4' 1 FOUR-STORY ,, FEN 'FUTURE 6 WIDE SIDEWALK MULTI FAMILY N -FOQR-STORY i I _ DEVELOPMENT I I 1 1 r / 8.49 ACRES � \ 51, UNhT �� OR LOCK /COMMUNITY R00 ( ) 51 'UNIT \ -- \\ i 1100' FRON YPJ�D E LOSURE _ ONE \\\1V TRASH 1 �° r' SETBACK 1 I C ---- ------ ------ --- I 1 -��26 - 1 ) I60' SETBAIC,K ftyp) (TY) TY�) vvv�yv� 100 _O"' I �Q. ------------------ 9 ! !EASEMENT I-------------- g I I I FUTURE 1 _MON UMENtAL/ LOT A ----WATER FEATURE(56 517 S.F.) SIGN 99\O' I PICNIC I I / SNOW PILE / ,/ I ----------- - -- ------------------------------ -- -------------------------------- ------------� PICNIC - --- - -- -- -- -----� J 30' SIDE YARD PRIVATE DRIVE 1 I �� ' -- -- -- -- -- -- -� -- -- -- -- -- -- -- --- -- -- -- - -- --SETBACK - -- - � I 0► '---------------------------------- 1364.90' I \i N _ T 1 SITE PLAN A001 SCALE:1 "=50'-0" I I 1 2 I 3 4 5 MARK DESCRIPTION DATE All plans, specifications, computer files, field data, notes and other documents and instruments prepared by RHET ARCHITECTURE, as instruments of service shall remain the property of RHET ARCHITECTURE. RHET ARCHITECTURE shall retain all common law, statutory and other reserved rights, including the copyright thereto. PROJECT N0: 19-100603 DRAWN BY: RF F C i A X im 1 12 PROPERTY INFORMATION MONTICELLO APARTMENTS - MONTICELLO, MN OWNER - BUCHHOLZ CONSTRUCTION SITE DATA ZONING TOTAL LOT AREA APARTMENTS LOT AREA TOTAL UNITS OCCUPANCY DENSITY = R-4 = 16.36 ACRES = 8.49 ACRES = 165 = R-2 = 19 UNITS /ACRE 3 ZONING CRITERIA GROSS DENSITY 10-25 DU/ACRE FRONT SETBACK 100' CORNER SIDE SETBACK 40' INTERIOR SIDE SETBACK 30' REAR SETBACK 40' CLEAR OPEN SPACE SETBACK FROM R.O.W. 60' CLEAR OPEN SPACE FROM PROPERTY LINE 40' COMMON OPEN SPACE PER UNIT 500 SF/DU PARKING REQUIREMENTS 2.25 SPACES/DU MAX UNCOVERED PARKING 1.1 SPACES/DU UNITS PROVIDED BUILDING #1 BUILDING #2 BUILDING #3 OF IIIIIM — 2i or TOTAL 4 5 SITE DATA .19 -- RHET ARCHITECTURE %W ' CHELSEA ROAD ------------------------------------------------------------------- --------------------------------- #' LOT C (61,948 S.F.) LOT D LOT E LOT F coma* / (60,148 S.F.) (57,759 S.F.) (51,504 S.F.) 50' ACCESS EASEMENT PROPERTY LINE j FENCE OR BLOCK 30' SIDE YARD ENCLOSURE \ DRI V, SETBACK 50' ACCESS I , EASEMENT \ -- --- -- - -- -- - - -- -- -- �-- -- -- -- -- i RAS � I I FUTURE SIONUMENTAL // �---- -- --- -FENCE ----------------------------------------- �------------------------------------=-� ----- I I ENCLOSURE r II LOT B 40' REAR YARD // - // (60,349 S.F.) SETBACK �I—I n n F1 n n n n I I I �1 RASH --I t--�--� ��--� t ---,-- I ---f L - I 71 - --- BUILDING1 - - 112'-14' I FOUR-STORY - - �/ 63� UNITS L� I COMMERCIAL 1 L� LJ LJ L� LJ LJ LJ LJ I DEVELOPMENT � BUILDING -,41" f B�UCCDIIVG--- #3--- (FUTURE) FOUR-STORY,/FUTURE MULTI FAMILY -FjOQR-STORY 100'-q„ I / 51UI °q DEVELOPMENT'UNIT V A\ 5� UNITCOMMUNITY ROO ONE-STORY (8.49 ACRES) I I I 1100OK � YARD ------------------------- 60' SETBAIC1K CI t� I I I EASEMENTI -I I I I FUTURE I LOT A MONUMENtA,L WATER FEATURE (56,517 S.F.) « I I SIGN I I FENCE OR BLOCK PICNIC - - --- - — ------ / I I ENCLOSURE -------- RADS I I ----------------------------- ---�-�------------------------------ ----------- � PICNIC -- - -- ----- � 30' SIDE YARD PRIVATE DRIVE ' -- -- -- -- -- -- -� -- -- -- -- -- - -- --- -- -- -- - -- --SETBACK - -- -- I '------------------------------------------------------------------------------------------------1364.90' N 1 SITE PLAN A001 SCALE:1 "=50'-0” I I 1 1 2 1 3 1 4 5 RHET ARCHITECTURE, LLC ATTN: RHET FISKNESS, AIA MAIL: 901 5th AVE. S. FARGO, ND 58103 ■ OFFICE: 27 11th ST. S. FARGO, ND 58102 PHONE: 701.388.2867 EMAIL: RHET@RHET-ARCH.COM WEB: WWW.RHET-ARCH.COM I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of Minnesota. Signature: REG. . NO. 442019 50755 � 0`� AZO 1S �� co 1 1 I 1 PROJECT: ' MONTICELLO 1 1 APARTMENTS I MONTICELLO, MN 1 1 I 1 1 1 1 1 GENERAL CONTRACTOR: I BUCHHOLZ CONSTRUCTION Cn ATTN: MARK BUCHHOLZ Z I PHONE: 701.371.1646 Ld I EMAIL: mdbuchholz@gmail.com I I I r — I I I I I I I I I I I - I I I I I I CD CONSTRUCTION DOCUMENTS 10/7/2019 I I I I I / I MARK DESCRIPTION DATE All plans, specifications, computer files, field data, notes and other documents and instruments prepared by RHET ARCHITECTURE, as instruments of service shall remain the property of RHET ARCHITECTURE. RHET ARCHITECTURE shall retain all common law, statutory and other reserved rights, including the copyright thereto. PROJECT NO: 19-100603 DRAWN BY: RF CHECKED BY: RF DRAWING TITLE: DEVELOPMENT PLAN F C >` rV 18 27 6 51 TOTAL SITE AREA 369,998 SF 24 33 6 63 TOTAL BUILDING AREA 69,192 SF 18 27 6 51 TOTAL SIDEWALK AREA 3,598 SF 60 87 18 165 TOTAL DRIVELANE AREA 82,085 SF TOTAL POND AREA 44,278 SF TOTAL GREEN SPACE AREA 171,145 SF GREEN SPACE PER UNIT (165 UNITS) 1,037 SF/UNIT TOTAL % PERVIOUS AREA 46% .19 -- RHET ARCHITECTURE %W ' CHELSEA ROAD ------------------------------------------------------------------- --------------------------------- #' LOT C (61,948 S.F.) LOT D LOT E LOT F coma* / (60,148 S.F.) (57,759 S.F.) (51,504 S.F.) 50' ACCESS EASEMENT PROPERTY LINE j FENCE OR BLOCK 30' SIDE YARD ENCLOSURE \ DRI V, SETBACK 50' ACCESS I , EASEMENT \ -- --- -- - -- -- - - -- -- -- �-- -- -- -- -- i RAS � I I FUTURE SIONUMENTAL // �---- -- --- -FENCE ----------------------------------------- �------------------------------------=-� ----- I I ENCLOSURE r II LOT B 40' REAR YARD // - // (60,349 S.F.) SETBACK �I—I n n F1 n n n n I I I �1 RASH --I t--�--� ��--� t ---,-- I ---f L - I 71 - --- BUILDING1 - - 112'-14' I FOUR-STORY - - �/ 63� UNITS L� I COMMERCIAL 1 L� LJ LJ L� LJ LJ LJ LJ I DEVELOPMENT � BUILDING -,41" f B�UCCDIIVG--- #3--- (FUTURE) FOUR-STORY,/FUTURE MULTI FAMILY -FjOQR-STORY 100'-q„ I / 51UI °q DEVELOPMENT'UNIT V A\ 5� UNITCOMMUNITY ROO ONE-STORY (8.49 ACRES) I I I 1100OK � YARD ------------------------- 60' SETBAIC1K CI t� I I I EASEMENTI -I I I I FUTURE I LOT A MONUMENtA,L WATER FEATURE (56,517 S.F.) « I I SIGN I I FENCE OR BLOCK PICNIC - - --- - — ------ / I I ENCLOSURE -------- RADS I I ----------------------------- ---�-�------------------------------ ----------- � PICNIC -- - -- ----- � 30' SIDE YARD PRIVATE DRIVE ' -- -- -- -- -- -- -� -- -- -- -- -- - -- --- -- -- -- - -- --SETBACK - -- -- I '------------------------------------------------------------------------------------------------1364.90' N 1 SITE PLAN A001 SCALE:1 "=50'-0” I I 1 1 2 1 3 1 4 5 RHET ARCHITECTURE, LLC ATTN: RHET FISKNESS, AIA MAIL: 901 5th AVE. S. FARGO, ND 58103 ■ OFFICE: 27 11th ST. S. FARGO, ND 58102 PHONE: 701.388.2867 EMAIL: RHET@RHET-ARCH.COM WEB: WWW.RHET-ARCH.COM I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of Minnesota. Signature: REG. . NO. 442019 50755 � 0`� AZO 1S �� co 1 1 I 1 PROJECT: ' MONTICELLO 1 1 APARTMENTS I MONTICELLO, MN 1 1 I 1 1 1 1 1 GENERAL CONTRACTOR: I BUCHHOLZ CONSTRUCTION Cn ATTN: MARK BUCHHOLZ Z I PHONE: 701.371.1646 Ld I EMAIL: mdbuchholz@gmail.com I I I r — I I I I I I I I I I I - I I I I I I CD CONSTRUCTION DOCUMENTS 10/7/2019 I I I I I / I MARK DESCRIPTION DATE All plans, specifications, computer files, field data, notes and other documents and instruments prepared by RHET ARCHITECTURE, as instruments of service shall remain the property of RHET ARCHITECTURE. RHET ARCHITECTURE shall retain all common law, statutory and other reserved rights, including the copyright thereto. PROJECT NO: 19-100603 DRAWN BY: RF CHECKED BY: RF DRAWING TITLE: DEVELOPMENT PLAN F C MONTICELLO APARTMENTS T E W 0 75 150 300 SCALE: 1 INCH = 150 FEET SHEET NO. COVER NOTES C1.0 C2.0 C3.0 C4.0 C5.0 C6.0 C7.0 TITLE COVER SHEET SYMBOL LEGEND / PLAN NOTES EXISTING CONDITIONS / DEMOLITION PLAN EROSION CONTROL / STORM SEWER PLAN SANITARY SEWER / WATER PLAN GRADING PLAN PAVING PLAN JOINTING PLAN DETAILS DUNDAS ROAD THOMAS PARK DRIVE *4 f - W W W O V MBN ENGINEERING MECHANICAL * ELECTRICAL * CIVIL 503 7TH ST. N, SUITE 200 FARGO, ND 58102 PHONE: 701.478.6336 FAX. 701.478.6340 BUCHHOLZ PROPERTIES, MONTICELLO APARTMENTS I MONTICELLO, MINNESOTA MBN JOB #: 19-200 DATE: 10-23-19 GENERAL NOTES 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES, AS SHOWN ON THESE PLANS, IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY PERTINENT LOCATIONS AND ELEVATIONS, ESPECIALLY AT THE CONNECTION POINTS AND AT POTENTIAL UTILITY CONFLICTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. GOPHER STATE ONE CALL PHONE NUMBER: 1-800-252-1166 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM ALL APPLICABLE AGENCIES. THE CONTRACTOR SHALL NOTIFY THE PROJECT MANAGER AT LEAST 48 HOURS PRIOR TO THE START OF ANY EARTH DISTURBING ACTIVITY, OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS. 3. THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, AND A COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB, ON HAND AT ALL TIMES. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO, EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY. 5. IF DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED BY THE CONTRACTOR, HIS SUBCONTRACTORS, OR OTHER AFFECTED PARTIES WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL STOP WORK IN THAT AREA UNTIL THE ISSUE IS RESOLVED AND CONTACT THE CONSTRUCTION MANAGER IMMEDIATELY. 6. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES TO THE CITY OF MONTICELLO CITY ENGINEER FOR APPROVAL, PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN, OR AFFECTING, THE RIGHT-OF-WAY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY THE CONSTRUCTION ACTIVITIES. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING AS -BUILT INFORMATION ON A SET OF RECORD DRAWINGS KEPT AT THE CONSTRUCTION SITE, AND AVAILABLE TO THE CITY OF MONTICELLO AND PROJECT MANAGER AT ALL TIMES. CONTRACTOR TO PROVIDE RECORD DRAWINGS TO CONSTRUCTION MANAGER AT JOB COMPLETION. 8. ALL OPERATIONS CONDUCTED ON THE PREMISES, INCLUDING THE WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR RUNNING OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 AM AND 7:00 PM EVERYDAY UNLESS OTHERWISE APPROVED BY THE CONSTRUCTION MANAGER. 9. ALL EQUIPMENT AND VEHICLES LEAVING THE SITE SHALL BE CLEANED OF LOOSE DEBRIS AND SOIL. A ROCK CONSTRUCTION ENTRANCE SHALL BE BUILT TO PREVENT EXCESSIVE TRACKING AS A RESULT OF SITE OR WEATHER CONDITIONS. ALL SOIL AND OTHER DEBRIS TRACKED ONTO ADJACENT ROADWAYS (OUTSIDE THE PROJECT LIMITS) IS TO BE REMOVED REGULARLY AND BY THE END OF EACH DAY'S WORK. 10. THE VEHICLE TRACKING PAD IS TO INCLUDE INSTALLATION AND REMOVAL OF ALL ITEMS SHOWN IN THE "CONSTRUCTION ENTRANCE" DETAIL AS SHOWN IN THE EROSION CONTROL SECTION OF THE PLANS. UTILITY GENERAL NOTES 1. CONTRACTOR SHALL NOTIFY THE CITY OF MONTICELLO AND THE CONSTRUCTION MANAGER 72 HOURS PRIOR TO CONNECTING TO ANY EXISTING UTILITY. THE CITY OF MONTICELLO AND CITY UTILITY HAVE VETO AUTHORITY OVER THE TIMING OF ANY CONNECTION. 2. COORDINATE SERVICE CONNECTION LOCATIONS AT THE BUILDING WITH THE MECHANICAL CONTRACTOR PRIOR TO CONSTRUCTION OF EACH SERVICE. 3. ALL SERVICE CONNECTION WITH LESS THAN 5 FEET OF COVER OF THE TOP OF THE PIPE SHALL BE INSULATED. INSULATION SHALL BE INSTALLED FROM THE BUILDING TO THE POINT WHICH THE SERVICE ATTAINS 5 FEET OF COVER. 4. ALL SEWER/STORM AND WATER CROSSINGS SHALL HAVE A MINIMUM VERTICAL SEPARATION OF 1.5 FEET AND A MINIMUM HORIZONTAL SEPARATION OF 10 FEET. FOLLOW ALL MINNESOTA DEPARTMENT OF LABOR & INDUSTRY (MNDOLI) AND CITY OF MONTICELLO STANDARDS. 5. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL WORK WITH THE GAS, ELECTRIC, TELEVISION, TELEPHONE AND COMMUNICATIONS UTILITY COMPANIES PRIOR TO START OF CONSTRUCTION. 6. ALL SANITARY SEWER MAIN TESTING SHALL BE IN ACCORDANCE WITH ALL MINNESOTA DEPARTMENT OF LABOR & INDUSTRY (MNDOLI) AND CITY OF MONTICELLO STANDARDS. COPIES OF ALL TEST RESULTS SHALL BE SUBMITTED TO THE CONSTRUCTION MANAGER, THE OWNER, AND THE GOVERNING AUTHORITY PRIOR TO THE START OF THE WARRANTY PERIOD. 7. ALL PVC SANITARY SEWER MAINLINE, SERVICE LATERALS, AND FITTINGS SHALL BE SDR26. 8. ALL STORM DRAIN MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING LIDS. ALL STORM DRAIN LIDS WITH SOLID COVERS SHALL BE LABELED "STORM DRAIN". 9. ALL SANITARY MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARINGS LIDS. ALL SANITARY LIDS SHALL BE LABELED "SANITARY SEWER". 10. ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF A BUILDING OR WATER SERVICE SHALL BE TESTED IN ACCORDANCE WITH THE MINNESOTA PLUMBING CODE. 11. ALL WATERMAIN TESTING SHALL BE IN ACCORDANCE WITH THE CITY OF MONTICELLO STANDARDS AND SPECIFICATIONS. COPIES OF ALL TEST RESULTS SHALL BE SUBMITTED TO THE ENGINEER, THE OWNER, AND THE GOVERNING AUTHORITY PRIOR TO THE START OF THE WARRANTY PERIOD. 12. THRUST BLOCKS SHALL BE USED AT ALL BENDS AND FITTINGS. TIE RODS SHALL BE USED AT ALL BENDS AND FITTINGS WHERE THRUST BLOCKS DO NOT BEAR AGAINST UNDISTURBED SOIL. 13. CONTRACTOR SHALL LOCATE EXISTING VALVES PRIOR TO CONNECTION WITH THE EXISTING SYSTEM, BUT SHALL NOT OPERATE ANY VALVE WITHOUT PERMISSION AND DIRECT SUPERVISION FROM THE CITY OF MONTICELLO. 14. ALL WATER MAINS, VALVES, FIRE HYDRANTS, SERVICES, AND APPURTENANCES SHALL BE INSTALLED, TESTED, AND APPROVED PRIOR TO PAVING. 15. INSULATION SHALL BE PROVIDED FOR ANY PIPE INSTALLED WITH LESS THAN 8.0 FEET OF COVER. GRADING PLAN NOTES 1. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UTILITIES AND NOTIFYING THE APPROPRIATE UTILITY COMPANY PRIOR TO BEGINNING GRADING. 2. CONTOURS SHOWN ARE FOR FINISHED GRADES FOR PAVING, SIDEWALK, SLAB, OR TOPSOIL. ADJUSTMENT FOR SUBGRADE ELEVATION IS THE CONTRACTOR'S RESPONSIBILITY. 3. UNLESS OTHERWISE SHOWN, NO PROPOSED SLOPE SHALL EXCEED FOUR (4) HORIZONTAL TO ONE (1) VERTICAL. ALL SLOPED AREAS MUST BE PROTECTED FROM EROSION. (SEE EROSION AND SEDIMENT CONTROL NOTES). 4. IF STRIPPED MATERIALS CONSISTING OF VEGETATION AND ORGANIC MATERIALS ARE STOCKPILED ON THE SITE, TOPSOIL MAY BE PLACED TO A HEIGHT OF FIVE FEET. SILT FENCE SHALL BE PLACED AROUND THE BASE OF THE STOCKPILE AND THE STOCKPILE SHALL BE SEEDED WITH NATIVE MIX IMMEDIATELY AFTER STRIPPING OPERATIONS ARE COMPLETE. CONTRACTOR SHALL PERIODICALLY WATER THE STOCKPILE TO REDUCE DUST. 5. SPOT ELEVATIONS SHALL TAKE PRECEDENCE OVER CONTOURS AND SLOPES SHOWN. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF SPOT ELEVATIONS THAT DO NOT APPEAR TO BE CONSISTENT WITH THE CONTOURS AND SLOPES. SPOT ELEVATIONS AND SPECIFIC PROFILE DESIGNS SHALL BE USED FOR SETTING ELEVATIONS OF CURB, GUTTER, AND UTILITIES. 6. ALL UTILITIES (MANHOLES, VALVE COVERS, CLEANOUTS, VAULTS, BOXES, ETC.) SHALL BE ADJUSTED TO FINAL GRADE PRIOR TO FINAL LIFT OF PAVEMENT. 7. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING HIS OWN ESTIMATE FOR EARTHWORK QUANTITIES. 8. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE GENERAL PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 9. TOPSOIL SHALL BE REMOVED TO FULL DEPTH AND STOCKPILED ON SITE FOR RESPREADING. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 6 INCHES MINIMUM OF TOPSOIL. CONTRACTOR SHALL APPLY EROSION CONTROL BLANKET OR BIOROLL TO ALL SLOPES 6H:1V OR STEEPER. PAVING GENERAL NOTES 1. FOR ALL JOINTING OF CONCRETE PAVEMENT, THE RATIO OF PANEL LENGTH TO WIDTH SHALL NOT EXCEED 1.25:1 UNLESS OTHERWISE DETAILED ON THE PLANS. 2. FOR 4" REINFORCED CONCRETE SIDEWALK, THE MAXIMUM JOINT SPACING IS 8' BY 8' UNLESS OTHERWISE DETAILED ON THE PLANS. 3. FOR 6" REINFORCED CONCRETE PAVEMENT, THE MAXIMUM JOINT SPACING IS 12' BY 12' UNLESS OTHERWISE DETAILED ON THE PLANS. 4. CONCRETE MIX DESIGN. A.PROPORTIONING NORMAL WEIGHT CONCRETE: COMPLY WITH ACI 211.1 RECOMMENDATIONS. B.CONCRETE STRENGTH: ESTABLISH REQUIRED AVERAGE STRENGTH FOR EACH TYPE OF CONCRETE ON THE BASIS OF FIELD EXPERIENCE OR TRIAL MIXTURES, AS SPECIFIED IN ACI 301. 5. FOR TRIAL MIXTURES METHOD, EMPLOY INDEPENDENT TESTING AGENCY ACCEPTABLE TO OWNER'S REPRESENTATIVE FOR PREPARING AND REPORTING PROPOSED MIX DESIGNS. C.ADMIXTURES: ADD ACCEPTABLE ADMIXTURES AS RECOMMENDED IN ACI 211.1 AND AT RATES RECOMMENDED BY MANUFACTURER. D.CONCRETE PROPERTIES: 6. COMPRESSIVE STRENGTH, WHEN TESTED IN ACCORDANCE WITH ASTM C 39/C 39M AT 28 DAYS: 4500 PSI. 7. FLY ASH CONTENT: MAXIMUM 20 PERCENT OF CEMENTITIOUS MATERIALS BY WEIGHT. a.FLY ASH CONTENT OF MIXES (COLD WEATHER) WILL BE REDUCED TO ZERO WHEN PLACED AFTER OCTOBER 20TH AND BEFORE APRIL 1ST WITHOUT AN ADEQUATE COLD WEATHER MANAGEMENT PLAN. 8. CEMENT CONTENT: MINIMUM 611 LB PER CUBIC YARD. 9. WATER -CEMENT RATIO: MAXIMUM 42 PERCENT BY WEIGHT. 10. TOTAL AIR CONTENT (EXPOSED SLABS ONLY): 6% (+/- 1 PERCENT), DETERMINED IN ACCORDANCE WITH ASTM C173/C173M. 11. MAXIMUM SLUMP: 4 INCHES. E.AGGREGATE: 1. FOR PAVING APPLICATIONS, MIXES SHALL GENERALLY BE PROVIDED WITH GRADATIONS CONSIDERED WELL -GRADED BY SPECIFICATION AS DETERMINED BY THE MOST CURRENT NDDOT SPECIFICATION FOR WELL -GRADED AGGREGATES FOR CONCRETE. OPTIMIZATION TECHNIQUES WILL BE USED TO PREPARE THE FINAL GRADATIONS FOR WORKABILITY AND COARSENESS FACTOR CONSIDERATIONS. FINE AND COARSE AGGREGATES FOR ALL OTHER MIXES SHALL CONFORM TO THE REQUIREMENTS OF ASTM C33-93, CLASS 4S FOR CONCRETE AGGREGATES AND MEET THE FOLLOWING REQUIREMENTS. a.FINE AGGREGATES 1)3/8 INCH SIEVE: 100 PERCENT PASSING. 2)NO. 4 SIEVE: 95 TO 100 PERCENT PASSING. 3)NO. 16 SIEVE: 45 TO 80 PERCENT PASSING. 4)NO. 50 SIEVE: 10 TO 30 PERCENT PASSING. 5)NO. 100 SIEVE: 0 TO 10 PERCENT PASSING. 6)NO. 200 SIEVE: 0 TO 3 PERCENT PASSING. 7)THE MAXIMUM LIMITS OF DELETERIOUS MATERIAL SHALL NOT EXCEED THE LIMITS STATED IN ASTM C33-93, CLASS 4S. SHALE CONTENT SHALL BE LESS THAN 0.5%. b.COARSE AGGREGATES 1)1-1/2 INCH SIEVE: 100 PERCENT PASSING. 2)1 INCH SIEVE: 95 TO 100 PERCENT PASSING. 3)1/2 INCH SIEVE: 25 TO 65 PERCENT PASSING. 4)3/8 INCH SIEVE: 15 TO 55 PERCENT PASSING. 5)NO. 4 SIEVE: 0 TO 10 PERCENT PASSING. 6)NO. 8 SIEVE: 5 PERCENT PASSING. 7)THE MAXIMUM LIMITS OF DELETERIOUS MATERIAL SHALL NOT EXCEED THE LIMITS STATED IN ASTM C33-93, CLASS 4S; THE TOTAL OF ALL DELETERIOUS SUBSTANCES, EXCLUDING NO. 200 MATERIAL, SHALL NOT EXCEED 2.3% BY WEIGHT. SHALE CONTENT SHALL BE LESS THAN 0.50. THE AGGREGATE SHALL SHOW A LOSS OF NOT MORE THAN 35% WHEN TESTED IN ACCORDANCE WITH ASTM C131. CRUSHED HYDRAULIC CEMENT CONCRETE WILL NOT BE ALLOWED. EROSION AND SEDIMENT CONTROL NOTES 1. IF THE LAND BOUNDARY DENOTED ON THE PLANS ENCOMPASSES ONE (1) ACRE OR MORE, A GENERAL PERMIT FOR THE AUTHORIZATION TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY UNDER NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM/STATE DISPOSAL SYSTEM (NPDES/SDS) PERMIT SHALL BE ACQUIRED BY THE CONTRACTOR AND OWNER FROM MINNESOTA POLLUTION CONTROL AGENCY (MPCA) AND THE PELICAN RIVER WATERSHED DISTRICT. 2. THE CONSTRUCTION SITE SWPPP EROSION CONTROL (EC) SUPERVISOR FOR THE PROJECT WILL BE PROVIDED BY THE CONTRACTOR DURING CONSTRUCTION ACTIVITIES. THE EC SUPERVISOR WILL BE IDENTIFIED BY NAME AT THE PRE -CONSTRUCTION CONFERENCE AND A CONTACT CELL PHONE NUMBER WILL BE MADE AVAILABLE. THE CONTRACTOR SHALL SUPPLY A COPY OF THE COMPLETED EC TRAINING PROGRAM. ISSUES THAT ARISE DURING CONSTRUCTION THAT IMPACT THE WATERS OF THE STATE OF MINNESOTA WILL BE ADDRESSED AND THE EC SUPERVISOR WILL NOTIFY THE PELICAN RIVER WATERSHED DISTRICT. 3. IT WILL BE THE RESPONSIBILITY OF THE EC SUPERVISOR TO IMPLEMENT THE SWPPP PLAN DURING CONSTRUCTION AND TO MAINTAIN A QUALITY CONTROL PROGRAM. IN ADDITION, THE EC SUPERVISOR WILL: 1) OVERSEE MAINTENANCE PRACTICES IDENTIFIED AS BMP'S IN THE SWPPP; 2) IMPLEMENT AND OVERSEE SWPPP AND BMP TRAINING FOR ALL PARTIES THAT WILL BE CONSTRUCTING THE PROJECT; 3) CONDUCT OR PROVIDE FOR INSPECTION AND MONITORING ACTIVITIES AS NECESSARY; 4) IDENTIFY OTHER POTENTIAL POLLUTANT SOURCES AND MAKE SURE THEY ARE ADDED TO THE PLAN; 5) IDENTIFY ANY DEFICIENCIES IN THE SWPPP AND MAKE SURE THEY ARE CORRECTED; 6) ENSURE THAT ANY CHANGES IN CONSTRUCTION PLANS ARE ADDRESSED IN THE SWPPP; AND 7) TO AID IN THE IMPLEMENTATION OF THE SWPPP PLAN, THE PROJECT WILL HAVE RANDOM SITE VISITS BY THE DESIGN TEAM AS WELL AS A FULL TIME INSPECTOR(S) ONSITE. 4. EXPOSED SOILS MUST BE STABILIZED AS SOON AS POSSIBLE TO LIMIT SOIL EROSION BUT IN NO CASE LATER THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. CONTRACTOR SHALL PERIODICALLY WATER EXPOSED SOILS TO REDUCE DUST. 5. TEMPORARY OR PERMANENT DRAINAGE DITCHES OR SWALES WITHIN 200 LINEAL FEET FROM THE PROPERTY EDGE, OR FROM THE POINT OF DISCHARGE INTO A SURFACE WATER, SHALL BE STABILIZED WITHIN 24 HOURS OF CONNECTION TO DISCHARGE POINT OR SURFACE WATER. 6. EXPOSED SLOPES ARE TO BE LEFT ROUGH, NOT SMOOTH, UNTIL PERMANENT STABILIZATION IS IMPLEMENTED. 7. EXCAVATIONS AND OTHER SOIL DISTURBING ACTIVITIES SHALL BE KEPT TO PRACTICAL MINIMUMS. NATURAL VEGETATION SHALL BE PRESERVED WHEN POSSIBLE. 8. THE CONTRACTOR SHALL MINIMIZE DUSTY CONDITIONS BY REGULARLY WATERING EXPOSED SOILS. 9. SILT FENCE SHALL BE INSTALLED PRIOR TO CONSTRUCTION AS SHOWN ON EROSION CONTROL PLAN SHEET. IF SILT FENCE BECOMES DAMAGED IT SHALL BE IMMEDIATELY REPAIRED OR REPLACED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCE PERIODICALLY AND/OR UPON THE COLLECTION OF SEDIMENT TO A POINT OF 1/3 THE FENCE HEIGHT. SILT FENCE SHALL REMAIN IN PLACE UNTIL FINAL TURF ESTABLISHMENT HAS OCCURRED (70% COVERAGE). 10. TEMPORARY STOCKPILES ARE NOT TO BE PLACED IN STORM WATER CONVEYANCES OR SURFACE WATERS AND THEY ARE TO BE SURROUNDED BY SILT FENCE. 11. ALL STORM SEWER INLETS AND CULVERT INLETS ARE TO BE PROTECTED BY APPROPRIATE APPROVED BMP'S DURING CONSTRUCTION AND UNTIL ALL SOURCES OF POTENTIAL SEDIMENT PRODUCTION ARE STABILIZED. BMP'S MUST BE IN PLACE PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES. 12. ALL AREAS NOTED TO BE SEEDED SHALL BE FINISHED GRADED PRIOR AND FREE OF LARGE CLUMPS. ALL SEE SHALL BE INSTALLED WITH A BRILLION TYPE SEEDER OR DRILL SEEDED. HYDRO -MULCH SHALL BE APPLIED AT A RATE OF 45LBS PER 1,000 SQUARE FEET WITH A TACKING AND BONDING AGENT TO ENSURE LASTING STABILIZATION. 13. BIORETENTION MEDIA COMPOSITION A. MN STORMWATER MANUAL MIX B: ENHANCED FILTRATION BLEND. 14. SEED MIXTURE (SEE LANDSCAPING PLAN FOR LOCATIONS) A. MNDOT 25-151 HIGH MAINTENANCE TURF SEED MIX B. MNDOT 33-261 STORMWATER SOUTH & WEST SEED MIX EROSION CONTROL TEMPORARY MAINTENANCE PLAN: 1. PUT PREVENTIVE MEASURES (BMP'S) IN PLACE PRIOR TO DISTURBANCE OF SURFACE COVER AND BEFORE PRECIPITATION OCCURS. SEE SHEET C2.0 EROSION CONTROL/STORM SEWER PLAN. 2. CHECK EROSION CONTROL DEVICES (BMP'S) AFTER EVERY RAINFALL EVENT AND/OR ON A WEEKLY BASIS. 3. IF ANY SEDIMENTATION OCCURS, INSTALL OR CORRECT PREVENTIVE MEASURES IMMEDIATELY AT NO COST TO OWNER; REMOVE DEPOSITED SEDIMENTS; COMPLY WITH REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. 4. PUMP DRY STORM MANHOLE SUMPS AND REMOVE DEPOSITED SEDIMENTATION AFTER EACH RAIN EVENT UNTIL PERMANENT EROSION CONTROL IS ESTABLISHED. 5. CHECK ALL WATERWAYS FOR SEDIMENTATION AFTER EACH RAIN EVENT. REMOVE DEPOSITED SEDIMENT AS REQUIRED. 6. MAINTAIN TEMPORARY PREVENTIVE MEASURES UNTIL PERMANENT MEASURES HAVE BEEN ESTABLISHED. 7. GRASS AREAS MUST BE 70% ESTABLISHED IN ORDER TO BE CONSIDERED PERMANENT EROSION CONTROL. 8. SEE EROSION CONTROL SPECIFICATION (01 5713) FOR ALL OTHER REQUIREMENTS. EROSION CONTROL PERMANENT MAINTENANCE PLAN: 1. IT IS THE OWNER'S RESPONSIBILITY TO INSPECT AND MAINTAIN THE PERMANENT STORMWATER MANAGEMENT BMP'S THROUGHOUT THE LIFE OF THE IMPROVEMENTS TO THE DESIGNED SWPPP REQUIREMENTS. 2. INSPECTIONS AND MAINTENANCE SHALL OCCUR AT LEAST ONCE PER YEAR. 3. THE MINIMUM INSPECTION/MAINTENANCE REQUIREMENTS FOR SUMMER ARE LISTED BELOW: A. PUMP DRY STORM MANHOLE SUMPS AND REMOVE DEPOSITED SEDIMENTATION. B. CHECK ALL WATERWAYS FOR SEDIMENTATION. REMOVE DEPOSITED SEDIMENT AS REQUIRED. C. INSPECT INLETS AND OUTLETS. ENSURE THEY ARE FREE FLOWING AND NO DEBRIS IS BLOCKING THEM. 4. GENERAL WET POND INSPECTION/MAINTENANCE REQUIREMENTS: A. NO PILING OF SNOW SHALL BE ALLOWED IN POND. B. WET POND SHALL BE INSPECTED FOR EXCESS SEDIMENTATION FOLLOWING SIGNIFICANT RUNOFF EVENTS. C. WHEN MORE THAN EXCESS SEDIMENT HAS ACCUMULATED IN THE WET POND IT SHALL BE REMOVED. 5. RECORDS OF ALL INSPECTIONS AND MAINTENANCE SHALL BE KEPT BY THE OWNER AND COPIES SHALL BE SUBMITTED TO PERMITTING AGENCIES IMMEDIATELY UPON THEIR REQUEST. 6. CORRECTIVE ACTIONS AS DIRECTED BY PERMITTING AGENCIES SHALL BE COMPLETED WITHIN 14 DAYS OF THEIR NOTIFICATION OR SOONER IF REQUIRED. BENCHMARKS: 1. TOP NUT OF HYDRANT ±760' SOUTH OF CHELSEA RD & CEDAR ST, EAST SIDE OF CEDAR ST. ELEVATION=965.15 2. TOP NUT OF HYDRANT ±350' SOUTH OF CHELSEA RD & CEDAR ST, EAST SIDE OF CEDAR ST. ELEVATION=963.22 3. TOP NUT OF HYDRANT NE QUADRANT OF CHELSEA RD & CEDAR ST. ELEVATION=964.14 4. TOP NUT OF HYDRANT ±300' EAST OF CEDAR ST & CHELSEA RD & SOUTH SIDE OF CHELSEA RD. ELEVATION=962.17 5. TOP NUT OF HYDRANT ±270' WEST OF EDMONSON AVE NE & CHELSEA RD & SOUTH SIDE OF CHELSEA RD ELEVATION=964.01 6. TOP NUT OF HYDRANT ±300' SOUTH OF CHELSEA RD & EDMONSON AVE NE, EAST SIDE OF EDMONSON AVE NE. SWPPP DESIGNER: 1. SWPPP WAS PREPARED BY PERSONNEL CERTIFIED IN THE DESIGN OF STORM WATER POLLUTION PREVENTION PLANS (SWPPP). 2. JOSHUA M. MAGELKY, P.E. MBN ENGINEERING, INC. JOSH.MAGELKY@MBNENGR.COM 503 7TH STREET N., SUITE 200 MONTICELLO, NO 58102 PHONE NUMBER: 701-478-6336 3. A COPY OF THE DESIGNERS CERTIFICATION IS SHOWN BELOW: EXISTING SYMBOL LEGEND: ® EXISTING STORM INLET sT EXISTING STORM MANHOLE ss EXISTING SANITARY MANHOLE NEW EXISTING FIRE HYDRANT x EXISTING GATE VALVE -0- EXISTING UTILITY POLE FINISHED GRADE ELEVATION EXISTING LIGHT POLE 0 EXISTING UTILITY PEDESTAL 13 EXISTING UTILITY METER C EXISTING TREE P -BUR EXISTING UNDERGROUND POWER LINE NEW EXISTING OVERHEAD POWER LINE > EXISTING SANITARY SEWER LINE W EXISTING WATERMAIN LINE 1.0% EXISTING STORM SEWER LINE -- EXISTING UNDERGROUND TELEPHONE LINE EXISTING GAS MAIN LINE DEMOLITION SYMBOL LEGEND: REMOVE EXISTING CONCRETE SIDEWALK REMOVE EXISTING ASPHALT PAVEMENT REMOVE EXISTING CONCRETE CURB & GUTTER UTILITY SYMBOL LEGEND: -(D- NEW GATE VALVE NEW NEW FIRE HYDRANT O NEW SANITARY CLEANOUT O NEW SANITARY MANHOLE Q NEW PVC STORM INLET sT NEW STORM INLET 0NEW FINISHED GRADE ELEVATION STORM MANHOLE NEW WATERMAIN LINE w GUTTER ELEVATION NEW SANITARY SEWER LINE s seem NEW STORM SEWER LINE -ST- 04 NEW WATERMAIN FITTING 0% NEW SANITARY SEWER FITTING i6 NEW STORM SEWER FITTING GRADING SYMBOL LEGEND: 900.00RIM NEW INLET PROTECTION x NEW RIM ELEVATION 900.00TP NEW INLET PROTECTION x NEW TOP OF PAVEMENT ELEVATION >4 NEW NEW FINISHED GRADE ELEVATION 900.00G >4 NEW GUTTER ELEVATION 900.00TC NEW SILT FENCE seem NEW TOP OF CURB ELEVATION 900.00SW NEW SIDEWALK ELEVATION M.E. MATCH EXISTING ELEVATION 1.0% NEW SLOPE & DIRECTION OF FLOW PAVING SYMBOL LEGEND: NEW 4" REINFORCED CONCRETE SIDEWALK NEW 6" REINFORCED CONCRETE PAVEMENT T NEW ACCESSIBLE SIGN x NEW FENCE EROSION CONTROL SYMBOL LEGEND: S NEW INLET PROTECTION SF ST NEW INLET PROTECTION SF ST NEW INLET PROTECTION SF BR NEW BIOROLL -SF- NEW SILT FENCE seem NEW CONSTRUCTION ENTRANCE cn W 0 Z MBN ENGINEERING MECHANICAL * ELECTRICAL * CIVIL 503 7TH ST. N, SUITE 200 FARGO, ND 58102 PHONE. 701.478.6336 FAX. 701.478.6340 BUCHHOLZ PROPERTIES, MONTICELLO APARTMENTS MONTICELLO, MINNESOTA MBN JOB #: 19-200 DATE: 10-23-19 NOTES M ERC A \ZA 25 0 CIC NUMBER 25... CHELSEA CO MONS... WAR ERT RETA SECOND ADDPON RIM— 959. 3 SOT 2 INV W= 95 . 3 6 / \ 1 R — INV S 955.7 / /_---� --� --_ --- ix x \ \ � \x 3/ ------ ------ x — — — — x RIM= 959. 962 / NV= 956.09 Sr / s x / J / // Easterly line of Cedar Stre f/k/a � ' Old State Highway No. 25 / °A // / S Q Q/� 9 / / / S )� RV— 9 .85 �rQ /yV%9�/ V/ x ry/y� \ / / o RIM= 960.84 INV W 953.84 \ 5INVE= 953.94 \ / \ \ \ / / u'ry/ / x %9G X909 %9°6 y'\ o S / X\ \ 117 / s6s /R 1 1 EL=±954.21 3 m / (15„ RCP) i oQ XQ / I I x x X x I 9 3 0 s s s s > Ss ° s J X9s x s, X % x si ^x9 6 I 2 s 6 J 6,6 / 111 J� ' Qm X X9s x x9s z / x s' of 9 62 \L0 South line of the North 586.37 feet of the N1/2 NW1 /4 RIM— 94.60 INV— 96U.94 RIM=I- 5.26 x F 96 5s4s %9 9oY ° I 6'� (1" 6� % J�,�X9s4 c�95� YR� C s.. /� - — _ x G 4J % x lB^ p9 53. lY'o� X s° ss�,c, x 9%' x x I I x s s'i�ox� S x s; 'r s s xso �� s, 9 s a 'o ss I x 66 %9 j a ElNjn s°.. X- -951 s� J ° 9 1 ---- ss ° - s D 2 - x 624 1 cn xy X53 % g56 s� III 9z° 1 1 � R.Q �55 � > I 95 V 1 958- x'99 9s.°o I � e % X ssJ x xs96 xss S 1 s 9 4 9 III 4 X196 2 1 11 II I NxSJ. 0 III I 11 11 I I 1 � I x x9 I % % X9° x > x9°=u 1 1 x92> X9�B xSj X°Js I ��x sJ ° 9 94° I 4A-6 1 11 I 11 960 III III I s %9 I Ix1% I % x 4 6 js° I I ti J I x9 X9J9 OO R I 1 �° — J sJJ------- ----- �� —� �-- s° -- — — — —— s 9 — 1 L— — _-- _-- — — —J2 --�--- --- --------- -- - — — — RIM= 96 --07 0 ------------ X96- INV= 9491.4_ °2 � CO Approximate stub locat st5� per city as—built drawings x I I4 I a� FS 6 9s BLOC 1 I II NI 6� X96 I , x 92S x9 S J xsQ'> x9e G) s x r , X sss I m x I s (_o X10 os", -0 o� � r/^�� IJJ (lam "J X96'J x9 ps %96`rJ N x�ss°o 4 ^ x 9 s co 9 B s sJ6 LL] 1 I o 96=2 z 96 — C)z o 0 C0 F �o H.C) SR (D 1 a--0 Q ss . I ° � x9 m W I6% m %9S x9i %'96y x96:2 9Y2 4 X s%> x'96y. I I %9 c ' X96 2 ° .926 X SJ6 A X9S 6' `L W 9 6 — - %6 % %6 I , 96,42 4J '-1 I 96�R % `l X > a' R , 0 ° X 6 x9e ss s x�s s ss South line of the N1/2 NW1/4s x"°' t tential Encroag4en s.m 96s> ary Sewer r§p 9 —Line n located— � 6 , "� (R i 6,3 �/------------ --------xse4---v------ ------- — _ -- _ �x xs x J — — — — — — — — — — — — x — — — — — — — —� _J� �xs ix9 — — —x _.�.4 X9ss o -Pi in C'OsP �'/ %9 9s22 -x- -% X Xis BU1 6� �--Btl - n_a� �r_ -�� r'-tlUll _' " BU1 ��ll x P -BUR '9Us P -BURT' =BUf1 P-BUS\s�Bcl- Y -- Y ° x � 6 s 6 9 JL u�� A� 4 x P -BU\ UR �h=tf-�/ - - X i x I,?, o s6J X x �y 6 xs x9 Street Light Cabinet 6J 96 X.92 sy 2v 9�9 S p S2 %9 X %96 x S 629 6S 20 s?S RIM= 961.76 Cultivated field INV W— 954.66 Wooded INV E= 954.76 CEDAR STREET OUTLOT A ADDTO _- _-BUR P -BUR P -BUR P -BUR -BU B %9 4 e — 's s House NOT PLATTED x x, "4 RIM° 96 � - NV= 95.78 W 1 E S i 7771 0 25 50 100 SCALE: 1 INCH = 50 FEET MBN ENGINEERING MECHANICAL * ELECTRICAL * CIVIL 503 7TH ST. N, SUITE 200 FARGO, ND 58102 PHONE: 701.478.6336 FAX: 701.478.6340 BUCHHOLZ PROPERTIES, MONTICELLO APARTMENTS MONTICELLO, MINNESOTA MBN JOB #: 19-200 DATE: 10-23-19 C1 M ERC \ZA 2 LOT 3 C C HUMBER 25... CHELSEA COMMONS... LOT 4 LOT 2 BOCK 1 ___1 COM BRC A COURT RIM- 961 LOT 5 LOT 6 S c h m,C r k ST RC (-V MH M) 3 s S LOT 1 / S S_ I RIM= 960.15 NV N- 956.15 NV S= 955.75 NV E- 950.20 NV W= 950.15 RIM= 959.70 NV- 955.90 (12" RCP) vv w� \ST \ / RCP LOT 2 Permanent Easement for street, utility, and draina e purposes per Doc. No. 84554 I\ IM= 958.73 INV= 955 63 \BLO 1 4 LOT 3 South line of the North 586.37 feet of the N1/2 NW1 /4 \ RIM= 957.75 RIM- 961.12 INV N= 953.65 RIM= 961.00 2" RCP) N W 4-E S LLI i 0 25 50 100 SCALE: 1 INCH = 50 FEET 2 INV S- 953.55 - - - - -IL - - - sw M 94.60 wRIM= 959. 4 w w w � w ww INV- 96.94 w w w w w w w w w w w w w w w w w 16 DIP OL50 CHELSEA R 0 A D PVC SDR 526 S S S S S s S s S 8" PVC SDR -26 RIM 964 88 RIM=I- 5.26 S S s s s s S s s s ST ST -ST -ST -ST 1 8 R S P s s s _ p 21 " R C P STST ST 5 Forcemain location per ST Sr ��j city as -built drawings ST -sT ST ST ST ST- BenChnnc k 5 __ _ P -BUR - - s s- e n CTI I Y=STR RCP ST ST ST ST r 1- P- R PS U- m^n S P BU.S 5-- II Cleanout MH ( M)27" RC �_� ,�� s�-�� s s s S - - s y S S Q / �� \P_ �s 2" RCP _ - �r=�, _ - S S 5 s s s ----- -P-su, O� i /� S= S= _ 5------ S SSS P -BUR - P -BUR P -BUR P -BUR S - - S- 5 S P -BU - �'�- �c��S}_� F' -BUR P -BUR s - P-�u.: Elec. Tran _ u \ T T -+w: - // / -_ -�Bu� __ Concrete Sidewalk-------------- / 6" Gate valve (FM) ' - - _ sr _ _ _ _ F- - - - - - - - - - - - - 0 / 16" Gate valve (FM) (15" RC9 ST G B FL- 953.02 Qr�irage Basin I 0 / FL 953.13 / III I I I I I RIM= 960. 4 <o vi = I I I / C) C� 3 I 2 I 30x50 CONSTRUCTION ENTRANCE II I N U WAR BBT R ETA ��B / �� ST MH #1 (27") W/ / ��a INLET CASTING AND GRATE I I SECOND A D D T O �� / �� RIM 960.00I I I 0 INV E (12" HDPE) I III ST MH #4 (48") W/ I 92LF-12" HDPE ST @ 0.44% INLET CASTING AND GRATE � \ � o . f wide RIM 96395 I I e Ben rk I I INV W (12" HDPE) it ST MH #11 48" W/ ° 92LF-12" HDPE ST @ 0.44% INV SE (12" HDPE) ST MH # (27") W/ ST MH #10 (27") W/ ( ) ST _ I _ _ I INLET CASTING AND GRATE RIM- 959. 3 - s (INLET CASTING AND GRATE - - - - - LOT 2 INV W- 95 . 3 / w \ sr - a - - - - - -- - - - s - -- RIM - _ _ INV EE6412" HOPE) GRATE - ^ - -_ - RIM 965.152" ) - - - - - 89LF-12 HDPE ST @ 0.440 � = INV W 12 HDPE � s � F INV S 955.7 / \ _� -- ---- _INV W (12 HDPE) - ( )----------- (12" HD - 9_ IB ST +_ - - - - - - - - - -- - INV S PE) RIM_ PVC INLET #19 sr �r - - / w w INV- 9491.4 - - - - SF --100LF-12 HDPE ST @ 0.44% _v, / v w w TRIM 965.30 F- "' - 5 " e 165LF-12" HDPE ST @ 0.44 % J7 INV S (12" HDPE) /\ y RIM- 959. 3 `� CONCRETE WASHOUT- ST MH #2 (48") W/ /� � - - - o ! f sr � NV= 956.09 Sr INLET CASTING AND GRATE / ' / ST Sr ST y sT sT ST per city at ° stub local per cit as- uilt drawing 1z_ ST MH #3 (48") W/ SF P Y g / RIM 961.55 INLET CASTING AND GRATE CROSSING INFO a SF INV W (12" HDPE) RIM 963.10 12o'a �109LF-12" HDPE ST @ 0.44% ( CROSSING INFO 115LF-12" HDPE ST @ 0.44% I Im / INV E (12 HDPE) CROSSING INFO ni Easterly line of Cedar Stre f/k/a / INV W (12" HDPE) Z � ST MH #5 (48") W/ 1 85LF-12" HDPE ST @ 0 Old State Highway No. 25 / INV E (12" HDPE) CROSSING INFO `' -INLET CASTING AND GRATE RIM 964.45 n n u n n n ST MH #12 (48") W/ PVCIINLET #18 / INV E (12 HDPE) ��L INLET CASTING AND GRATE 48" ST MH #6 RIM 965.30 HDPE ( ) W/ INV W ( 12" ) RIM 965.30 ca (INV N (12" HDPE) INLET CASTING AND GRATE INV S (15" HDPE) INV N" 12HDPE) ) INV S (12" HDPE) RIM 964.00 - 3 INV S (15" HDPE) INV NE (15 HDPE) y INV SW (15" HDPE) F ■ F ■ 966.00 tp 131LF-15" HDPE ST @ 0.32% O m Rl - 960.85 / / ST r O 85LF-12" HDPE ST @ 0 SF O I �i Q �115LF-15" HDPE ST @ 0.32 % o PVC INLET #17 �/ �> \ // // �• 89LF-15" HDPE ST @ 0.32% � ] RIM 965.30 y L:�]INV N (12" HDPE) E_ INV S (12" HDPE) CROSSING INFO 87LF-15" HDPE ST @ 0.320 ST MH #13 (48") W/ I i RIM- 960.84 `, • INLET CASTING AND GRATE o O T / INV W- 953.84 ` ST MH #9 (48") W/ RIM 965.85 I o / INV E= 953.94 �\ /// `, • INLET CASTING AND GRATE o �,. INV N (15" HDPE) 2 ` ST : INV S (15" HDPE) 85LF-12 HOPE ST @ a -CONNECT TO EXISTING 15" RCP ST � � \ �� RIM 963.85 77LF-15 HDPE ST @ 0.320 �� Inv rr I nur� INLET CASTING )AND GRATE sp 3 RC 8LF-15" CLASS III RCP ST @ 0.32% rs0 o INV E (15" HDPE) INV 960.00 15" FES INV 960.00 (15 FES) w m-0 Q PVC INLET 6 / RIM 964.00 ( ) \ST ST ;D RIM 965.30 ST LOT 4 3 ±854.21 INV NE (15" HDPE) y R 9s S y I INV N (12 HDPE) Q (15" RCP) INV SE (15" HDPE) ST s o ( ) SF s 90LF-15" HDPE ST @ 0.320 20 INV S 12Z HDPE) � e ST MH #24 (48") W/ o I SOLID CASTING 81LF-12 HDPE ST @ 0.440 111LF-15" HDPE ST @ 0.320 ST MH #14 (48") W/ RIM 962.00 ST / INV SW 954.24 (15" HDPE) I SF -4 RIME965.2TOING AND GRATE 42LF-12" HDPE ST @( /3 INV NW 954.24 (15 RCP) INV W (15" HDPE) II II m�� I ST MH #8 (27") W/ INV 960.00 (15" FES) INV N (15" HDPE) CONCRETE WASHOUT / 140LF-15" HDPE ST @ 0.32% INLET CASTING AND GRATE RIM 963.70 960.00*00' _:�' ;j J INV NE 960.70 12 HDPE 962.00 / ( ) sr Potential E �' / � ss4� o0 0 South line of the N 1 2 NW 1 4 S O�T� � '• i � 963.00 SF - ST ( y ST ST MH #23 (48") W/ .965.00 INLET CASTING AND GRATE �j I 24LF-15" HDPE ST @ 0.32% Line not loca (� RIM 963.00 Sao _ !T ST ST 3T ST -ST ST - - - ------------ -0.32a - - F - - - - - - - - -�T - �sF J �ST- -- - - - -- � � ST MH #15 (48 ) W/ � Z = INV E 954.69 (5" HDPE ) F - - =i - - -CT - P-Bua P -BUT ,T P -Bun 6T P -Bun P -aur F P -BUR P -BUR P- uP, P -Bu. o P s INV NE 954.69( 15" HDPE - ST- - - - tR - n P -Bun Y F-I?'JR P -BUR P -BUR P -BU. P -BUR r 286LF-15 HDPE ST @ 0.320 INLET CASTING AND GRATE 0 P-e� P-eua P -13U.1 P -BUR ',J 286LF-15" HDPE ST @ 0.32% ST MH #20 (48") W/ RIM 964.10 1ST 286LF-15" HDPE ST @ 0.32% ST MH #22 (48") W/ ST MH #21 (48") W/ SOLID CASTING INV N 12" HDPE) INV- 9 0.78 ( 3 �C Street Light Cabinet INLET CASTING AND GRATE INLET CASTING AND GRATE RIM 965.20 INV W (15" HDPE) I RIM 963.50 INV N 957.45 (15" HDPE) W RIM 963.00 INV E 956.53 (15" HDPE) HDPE) C7)NOT P LAT 30'x50' CONSTRUCTION ENTRANCE C C h m 1 RIM= 961.76 INV E 955.61 (15" HDPE) Cultivated fi INV W 957.45 (15" INV W 956.53 (15" HDPE) a m I / INV W- 954.66 Wooded INV W 955.61 (15" HDPE) / INV E= 954.76 / / CEDAR STREET ADD T 0 OUTLOT A � I m House MBN ENGINEERING MECHANICAL * ELECTRICAL * CIVIL 503 7TH ST. N, SUITE 200 FARGO, ND 58102 PHONE: 701.478.6336 FAX: 701.478.6340 BUCHHOLZ PROPERTIES, MONTICELLO APARTMENTS MONTICELLO, MINNESOTA MBN JOB #: 19-200 DATE: 10-23-19 C2.0 C C HUMBER 25... CHELSEA COMMONS... / BLOCK ERC A WAOBRT RBA B SECOND ADD PON RIM= 959.q,3 INV W= 95 . INV S 955.7 1 � COURT RIM- 961 RIM= 960.15 INV N- 956.15 INV S= 955.75 INA/ F- 0F(1 `M \ \ 8"x6" TEE \ 6" GATE VALVE ___13LF-6" DR18 C900 PVC WM ST T.O.P. 6" GATE VALVE 13LF-6" DR18 C900 PVC WM Proposed 50 foot wide T.O.P. Access E270LF-8' SDR26 PVC SAN @ 0.40% I I - 84LF-8" DR18 C900 PVC WM- '� sr �� - - 49LF-8" C900 PVC WM - - -- -� -- - - t W -/- -- -/ -1-- I IN T.O.P. _ / w - w M - 63LF-8" DR18 C900 PVC WM RIM- 959. / ° - 6" -30° BEND 8"x6" TEE NV= 956.09 sr / 8 -22.5 BEND / / T.O.P. ° ST T.O.P. -ST sT E HYDRANT T.O.P. / / 4"-30 BEND ELEV T.O.P. 68LF-6" DR18 C900 PVC WM 6" GATE VALVE 149LF-8" DR18 C900 PVC WM / / 1 R �SLF-6" DR18 C900 PVC WM Easterly line of Cedar Stre /k/a / / 182LF-8" DR18 C900 PVC WM 82LF-6 SDR26 PVC SAN @ 2.00 ° _ `.8 x6" TEE Old State Highway No. 25 / 6" PVC WM R South line of the North 586.37 feet of the N1/2 NW1 /4 BLOCK I T.O.P. SAN MH #2 (48") R RIM 8"x6" TEE INV W (8" PVC) 6" GATE VALVE - 52LF-8" DR18 C900 PVC WM INV S (6" PVC) 13LF-6" DR18 C900 PVC WM I I II INV E (8" PVC) T.O.P. 102LF-8" SDR26 PVC SAN @ 0.40% -T CROSSING INFO 26LF-82SAN 0% 3" SDR26 PVC @ 0.4 - -- --- --- , - -- - - _ R S - - - - - - - R CONNECT TO EXISTIN ------------ RIM= 9611 -1 -' - w INV- 9491.4') INV W 950.25 rj�/ -07 w w 4 W 35LF-8" DR18 C900 PVC WIN 150LF-8 DR18 C900 PVC WM 8"x6" TEE J sT �T srT.O.P pDro�x at stub to at sL w W. 78LF-8" DR18 C900 PVC WM R er cit '-50t dra i 98LF-8" DR18 C900 PVC WM 811-45' BEND � 81LF-6" SDR26 PVC SAN @ 2.0%, } T.O.P. 91LF-8" DR18 6" PVC WM CROSSING INFO T.O.P 959.00 1 /(� r-1 n T.O.P 957.00 n n n n -6" PVC SAN �� 6" PVC WM 6" PVC SAN n 31 LF -6" SDR26 PVC SAN @ 2.0% A W/ MECHANICAL) (COORDINATE INV 6"-300 BEND W/ MECHANICAL) T.O.P 958.00 T.O.P. INV 219LF-6" DR18 C900 PVC WM � - 6" PVC SAN � s / (C MECHANICAL (COORDINATE (COORDINATE 4" PVC WM - INV (COORDINATE T.O.P 959.00 ) W/ COORDINATE MECHANICAL) W/ MECHANICAL) 3 4" PVC WM- y W/ MECHANICAL) AL) W/ MECHANICAL) " T.O.P 957.00 F F i966. 00 4" PVC WM W/ MECHANICAL) R T.O.P 958.00 R R d- 960.85 / / Sr W/ MECHANICAL) \ \ (0� 198LF-6" DR18 C900 PVC WM l / / / ------ MERCA o R RIM= 960.84 � � � \ � � G • � \ �� T / INV W 953.84 ` 1 R R 25 R INV E= 953.94 / / 4 ST• s / � 7 / FIRE HYDRANT F.G. ELEV sp / sr 6" GATE VALVE LOT 4 T 3 L_ ±954.21 sr S 41' a (15 RCP) J 6 ST U3 I I R J� m I 11 3 sT - ST ST ST ST - - - - - - J L ST - - - - - -ST - - - - - ST - ST - - - - - - - - - - - - - - - - - - - - - - - - - ST ----- - - - - - - - - - - � sr - iT P_BUR W r. P_B R P -BUR P -BUR P -BUR P -BUR P -BUR P -BUR P -BUR P-BUl R P -BUR P -BUR P -BUG P-BU9 - - ^ R P -BUR '�' tau/cnrri rte° i / \RIM= 961.76 / INV W 954.66 / RINV E= 954.76 R CEDAR STREET ADD T 0 OUTLOT A r ST O v o� I W FIRE HYDRANT . ■ C00- 0 F.G. ELEV LL W�6 6" GATE VALVE ■ oz 21LF-6" DR18 C900 PVC WM 6"-90' BEND ] H.o� W - ST ST �-0 Q I 2UU ;00 South line of the N1/2 NW 1 /4 00 .0 00 ----------- - - - u RP -BUR P -BUR P -BUR P -BUR N 0 T PLATTED RIM= 96343 NV 950.-/8 N W o I S 0 25 50 100 SCALE: 1 INCH = 50 FEET W W H W W Cn ENGINEERINGMBN MECHANICAL * ELECTRICAL * CIVIL 503 7TH ST. N, SUITE 200 FARGO, ND 58102 PHONE: 701.478.6336 FAX: 701.478.6340 BUCHHOLZ PROPERTIES, MONTICELLO APARTMENTS MONTICELLO, MINNESOTA MBN JOB #: 19-200 DATE: 10-23-19 C3.O W m Z - E \LLJ / 0 �0 Q J � n 1K -W zz - ST Potential (-�u'htu.y Encroa �lhrrhen l SD,,vsT in 0 -- - - - -- -Line not lo -- O' P -BUR P -BUR N 0 T PLATTED RIM= 96343 NV 950.-/8 N W o I S 0 25 50 100 SCALE: 1 INCH = 50 FEET W W H W W Cn ENGINEERINGMBN MECHANICAL * ELECTRICAL * CIVIL 503 7TH ST. N, SUITE 200 FARGO, ND 58102 PHONE: 701.478.6336 FAX: 701.478.6340 BUCHHOLZ PROPERTIES, MONTICELLO APARTMENTS MONTICELLO, MINNESOTA MBN JOB #: 19-200 DATE: 10-23-19 C3.O C C HUMBER 25000 CHELSEA CO MONS... / LOT 3 960 / LOT 4 LOT 2 BOCK 1 COM BRC r-� LOT 5 LOT 1 UBenchm rk 0 LOT 6 ST x9 ST of s 960 9 s S 9J �J %S i2 O J LOT 2 X962 Permanent Easement for st et, utility, and drama e purpose per Doc. No. 84554 I\ A _ CHELSEA ROAD -- -- ss enchmark 4 LOT 3 962 South line of the North 586.37 feet of the 962 BLOCK 1 LLI i LOT 4 R B � Q ss � ST ss ss � s X x 93 s9F eNchmc�° J�� x99 %- =�a; =� F s 9 ,ss os � e �JJJ sS / \ 90„ ST x9 sa J ``' - � s e„ `9ss 9s y r x '14 / / o `\ x ' S�' - - _- ��--!!JJ sJ Xs s / x90 SS s s o o :92 22 \ ss 9ss9s xs V / X9s'o\ \ o s J esJJ s osa3 ss� 9! xss °�. x ..'9° x9L &ill �ssS os s5, s.° 99 9 js 99 ` .s ". yy' ., {/ x ..9�s s �s �_ g `J �2 �s° x U.s x - x x Z 9 x9 X S .��9 �Y 9 9 Y_ f�• 9 v l� % Sc x J 11 � % 9SL161 9S r- X599 - ' sem- -- so s9 -� -- ------9 5 9 6 196' ° 92A 9x� J Y � sJJ xO / J '' "SS (� Y % AS S B 11 s I �S X / x9O, x S x s�:Ax9S X � ^ �J ^SOB x sO 9 % 9SO9s % S%� % % S X `TS 96i A e 6JJ / 9°J I 1 X99 %9 "s°Jx99s° 9'9FA° 9 s °sy s x� 951 ° "s 9e J X9°9 I ss0 90 1 9x 6 A 14.'^ ye 96 992 I s / ( % s 95 956 x9 2° I mss= F, x 1 955 / s9 1 � J % 95 I I 9ss 6J 9Q 9 5 8 90 % 9Y %99S ^990 I v'9 x 9 %9 xS9J X J x99S x99 / r° 9F 6 6 °6 I R 9 / o. 96� s 1 I I I = 4 x9 s9 96A6 / C) o� I x999 3 2 1 1 I x X 0-)2 % // ��2 x9 9o° 9°x 1 II 9° I I 11 II � WAR B R T R ETA SS 9sJ 992 9�9 11 I C I I SECOND ADDTOH s s°2F I I s2J x s ', s6 1. OMF \ 9 II 90 X999 9 ° 9°j 1 ° 9°2 ° 6,6 °`° 1 sA 6 \9 06 �OTP 9° O ° I � 0 0,,j0T ;°° °°° 11 960 11 11 xs J, I / \ Proposed 50 foot wide 1 1 x I % 6 Ben mark 696 960.00RI 96 5T Access Easement 96AJ I9 3 / sr _ _ 964.20RI I I �� 1 1 9s.° 9 90) 964.30T% 965.50RI o� 6 641 - - 965.00RIM� - - - LOT 2 / 60%.40TP 96a\55RI 963.20T / - -� - � 9¢5.50TP - - - - - - / --65.O()WP7nTC_ - �- - 965.85TP �s - s I 9 x96 x ---- ----- s V 965.85T ---------- ----- \� / \ sr X963. ----- 9 95 TI' -9WA T �_ -� na.5�ir� Y ----C-------- o / _ l- __ - := 965.45T 66.90FG x� si - - 6.75T - - - } 964.80�P 99 ° 965.60T O .° 60.1 OTP g61.65T °' 6 .2aTP 90 965.00 9s°2 65.50 / 965.40T � 966.90F 9.40T `@65.4 ` 965. 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B - 9�Y �J V 6A0 / \J% 6JS _ _ FO x9Y °S65.00Mk 4 9 % 69 9SS x x955, 2 ( X s s , ✓✓✓ \Y7YYY/ 9 ,M• E % s S 9s x 063-58ME s X 63.00) s,.� Y S %63.00ME �, x°� 9 A ° 9�Y J so 4� 26 S2 X" 9'° 9 3 J x 992 s 96 J S5, X x92 X96 , X96 s6AS S� x q 29 929 9 O X 6J1 x 6JJ x9 x`96 62S X9629 X 6J, 620 2s L LI NOT PLATTED o l CEDAR STREET ADD T OH OUTLOT A g 1'I W E S 0 25 50 100 SCALE: 1 INCH = 50 FEET MBN ENGINEERING MECHANICAL * ELECTRICAL * CIVIL 503 7TH ST. N, SUITE 200 FARGO, ND 58102 PHONE: 701.478.6336 FAX: 701.478.6340 BUCHHOLZ PROPERTIES, MONTICELLO APARTMENTS I MONTICELLO, MINNESOTA IMBN JOB #: 19-200 DATE: 10-23-19 I C40OI C C HUMBER 25... CHELSEA COMMONS... ERC AL COURT CHELSEA South line of the North 586.37 feet of the N1/2 NW1 /4 Benchmark�\z / -------------- ---------- O----- ------------------ �I I -- -- i I i �\ B / � 11 III IIII I R- /, I I III III I 0 / / I I iIi iIi I 4 III III I 2 1 1 I / I I 3 III 1 I 1 I WA O E R T R BO E I SECOND AD D T O 111 1 I 1 1 1 I �I Proposed 50 foot wide Ben mark \ Access Easement El I 1 III _ __ Itz -----� LOT 2 / _ _ -- Q ---- - - -----� L— --- s — — — — — — — — —� �--- — — — --- — —a— — ��— ST �\ / / o Lr)/ / — - Rg. — 9 o so 15@9.0' Qty .0 15@920 .0' 0* rn ro sr 0, / Q�y ST ST ❑9s a w 1 III / / 6 9� O18@9. 3@8.0'- 8.0' 11@9.0' C 1 Easterly line of Cedar Stre/k/a / , / / o 9s o Old State Highway No. 25o' 7.0' 5 / / f e� r r-� �� r� 17-1 n n n Emma n n ' O R O ��1, 'Pa 5 r •o, O 2s'v, F. F. 966.00 C ST b C C O ® U7 QJ \*01 co A C III ° \ �' ..' r o AZA 25 ST �/ /// � TRS. o ! L, z o / , \ / 0 1 LO v o �.� R5.o_� Q I III LOT 4 ST I ro 6 ST O O 0, ® II 1�0 / 111 0 / / I 0. R5, 0 0 9s 00C ss3.2'o°o° South line of the N 112 NW 1 -965.00 / / / S T _ S T — — — — - — — — — — — — — — — — — — — — — — _ _ J / —ST __� L--------- - - - - — — — — — — — — — —— — — STST ----------------------------- ( T O O - Y N 0 T PLATTED CEDAR STREET ADD T OH OUTLOT A 0 25 50 100 SCALE: 1 INCH = 50 FEET ENGINEERINGMBN MECHANICAL * ELECTRICAL * CIVIL 503 7TH ST. N, SUITE 200 FARGO, ND 58102 PHONE., 701.478.6336 FAX., 701.478.6340 BUCHHOLZ PROPERTIES, MONTICELLO APARTMENTS MONTICELLO, MINNESOTA MBN JOB #: 19-200 DATE: 10-23-19 C5.0 CHELSEA SS - Benchmark�\z / -------------- ---------- O----- ------------------ �I I -- -- i I i �\ I � I \ \ I Proposed 50 foot wide \ ` Access Easement 11II �II�I _-- ---------------- - I L -- --- _ ---Ar--- --- -- -- --- - - - - - i ST I20 -- / ST ST ST ST F. F. 966.00 �. C/ ST O �J ■ \ I H / / �� 4k IIIc I ST LZ L. / ST ► I ST ST / III II ST I�0 ST J ST- - - - - - - - / - S T - - - - - - - - - - - -__ - - - - - - - - - - - - - - _ - - - - - - - - � C L ------------------------ - - - - - - - - - - - - - - - - - H . ST- - - - - - - - - - - - - - - - - - - - - - - - O 0 25 50 100 SCALE: 1 INCH = 50 FEET ENGINEERINGMBN MECHANICAL * ELECTRICAL * CIVIL 503 7TH ST. N, SUITE 200 FARGO, ND 58102 PHONE., 701.478.6336 FAX., 701.478.6340 BUCHHOLZ PROPERTIES, MONTICELLO APARTMENTS MONTICELLO, MINNESOTA MBN JOB #: 19-200 DATE: 10-23-19 C6. O MANHOLE COVER SHALL HAVE 'C' -CONCEALED PICK BAR IF INLET CASTING & GRATE IS -"0" RING GASKET ='D' 3-2" ADJUSTING RINGS 5.5 27 27" MANHOLE STEP 12" O.C. (SEE DETAIL) CASTING FRAME & COVER NEENAH FOUNDRY CO. R-1733 OR EAST JORDAN 1205-AGSSA OR APPROVED EQUAL 4' ECCENTRIC CONE REQUIRED ` BUTYL RUBBER GASKET ON ALL JOINTS (JOINT TO MEET ASTM 433 J REQUIREMENT) 48" DIA. PRECAST CONCRETE MANHOLE \mm N w 5„y 48" -5„ J 0 PRECAST MONOLITHIC w v 14-20 MILS OF COAL TAR MANHOLE W/ GASKET I o EPDXY OR APPROVED EQUAL ASSEMBLY FOR ti a ~ ON BOTTOM SECTION OF 8" TO 15" DIA. MAINS > o MANHOLE N 1 1/4" CRUSHED ROCK TO BE USED TO SUPPORT PIPE IN OVEREXCAVATED AREA & 1/2 WAY UP PIPE 6" OF 1 1/4" ROCK UNDER MANHOLE BASE NOTE: LIFT HOLES TO BE MANUFACTURED WATER PROOF SANITARY SEWER MANHOLE (48") DETAIL C7. NOT -TO -SCALE MANHOLE FRAME 3-2" ADJUSTING &COVER RINGS PRECAST CONCRETE COVER 'D' THICKNESS x 'E' DIAMETER NOTE: - 'C' 8.4 IF INLET CASTING & GRATE IS r ='D' REQUIRED: NEENAH R-3405 OR - 5.5 27 APPROVED EQUAL 11.6 5.8 NOTE: 14 MANHOLE CASTING FRAME AND COVER MANHOLE STEPS 33 SHALL BE NEENAH FOUNDRY CO. R-1733 (SEE DETAIL) 7.8 OR EAST JORDAN 1205-AGSSA OR 16 18.3 APPROVED EQUAL 42 18 NOTE: 10.9 48 ALL JOINTS AND LIFTING HOLES TO BE 25.8 12.9 MORTARED ARE eL� NOTE: NNEff M R7-8NDP PLAQUE 12"X12" 'B' BUTYL RUBBER GASKET ON 'A' 'B' ALL JOINTS (JOINT TO MEET ASTM 433 REQUIREMENT) PLYWOOD SURFACE NOTE: PVC CONNECTIONS TO STORM MANHOLES AND INLETS SHALL BE MADE WITH GPK d MANHOLE ADAPTER OR APPROVED EQUAL. do mm THIS BEARING AREA CONCRETE BLOCK J PRECAST CONCRETE MANHOLE - 'A' DIAMETER DIMENSION TABLE A B C D E F CONCRETE 48" 5" 27„ 8" 58" 64" SHELF 60" 6" 27„ 8" 72" 78" \ 72" 7" 27„ 8" 86" 92" THRUST 1/2" PLYWOOD BLOCK SEAL VOID AROUND PIPE 84" 8" 27" 8" 100" 106' REQUIRED BEARING AREAS WITH CONCRETE 96" 9" 27" 8" 114" 120" SIZE OF PIPE 108" 10" 27" 12" 128" 140" D,} I _ + _ - - ��1 120" 11" 27' 12" 142" 154" TEE 1/4" CRUSHED ROCK IN OVER -EXCAVATED AREAS 2' SQ. 2' SQ. 2' SQ. 2' PRECAST CONCRETE BASE - 'D' THICKNESS x 2' SQ. SAND 'F' DIAMETER (NO. 4 BARS, 12" O.C. E.W., SINGLE MAT FOR 8" SLAB AND DOUBLE 3' SQ. 2' SQ. 2' SQ. 2' MAT FOR 12" SLAB) STORM MANHOLE (48" - 120") DETAIL 7. NOT -TO -SCALE 8" RESTRAINER �RODTRAINING RESTRAINING RESTRAINER ROD PIPE-/ SERRATIONS 4PIPE SERRATIONS 2" TO 12" DIA. 14" TO 36" DIA. HYDRANT GATE VALVE- PVC ALVE RISER TEE PVC PIPE PVC PIPE oO O i L C�o • RESTRAINING DEVICES SHALL MEET OR EXCEED THE REQUIREMENTS OF ASTM F 1694 • APPROVED TYPES ARE UNIFLANGE PVC PIPE RESTRAINTS & EEBA IRON SERIES 2000 PV • ALL METAL FITTINGS AND RESTRAINING DEVICES TO BE WRAPPED IN POLYETHLENE J PLASTIC (8 MIL MIN.) TYPICAL INSTALLATIONS RESTRAINED LENGTHS OF PVC PIPE NOM. 90° 45° 22.5° 11.25° SIZE ON VALVE/ PIPE BEND BEND BEND BEND SIZE DEAD- NOTE: SIZE (L) (L) (L) (L) TEE(L)* END(L) ADDITIONAL LENGTH OF PIPE TO BE RESTRAINED ON EACH SIDE 6" 19' 8' 4' 2' 2' 35' OF ANY RESTRAINED FITTINGS 8" 25' 11' S' 3' 13' 45' (SEE TABLE) 10" 31' 13' 6' 3' 23' 55' 4.. 20' U' 5' * RECOMMENDED RESTRAINED LENGTHS FOR TEES ARE FOR THE BRANCH OUTLET AND ASSUME A MINIMUM 10 FT. SECTION OF PIPE ATTACHED TO EACH SIDE OF THE RUN. RESTRAINT DEVICES ARE ALSO REQUIRED ON BOTH RUN JOINTS OF THE TEE ITSELF. SIZE 45° VERT. OFFSET* 22 1/2° VERT. (L) OFFSET* (L) 6" 15' 8 7'/4' 8" 19' 11' 9'1)5' 10" 23' 13' 11 (6' 12" 27' 15' 13'18' 16" 35' 20' 17' 10' * FIRST NUMBER IS THE RECOMMENDED RESTRAINED LENGTH ON EACH SIDE OF THE DOWN BEND, THE SECOND NUMBER IS THE LENGTH FOR EACH SIDE OF THE UP BEND. fFl�m RESTRAINT DEVICE FOR PVC PIPE BELL JOINTS DETAIL 7. NOT -TO -SCALE A PIPE DIA. E L 4" SOLID LINE, BLUE -PAINT (TYPICAL) F„ A (TYPICAL) V ^10 K L L NOTES: 1. L = DIMENSIONS AS SHOWN ON PLANS. CENTER OF STRIPE TO CENTER OF STRIPE. 2. STRIPING ADJACENT TO ACCESSIBLE PARKING SHALL BE BLUE. 3. DIMENSION ACCESSIBLE SYMBOLS AS PER INTERNATIONAL SYMBOL OF 28 ACCESSIBILITY DETAIL. ACCESSIBLE STRIPING DETAIL C7. NOT -TO -SCALE 5� 1'-6 3/4" 12" to NON -WOVE-\. A GEOTEXTILE FABRIC INLET CASTING & GRATE 27" DIA. PRECAST CONCRETE BARREL 3-2" ADJUSTING (REINFORCE SAME AS 27" RCP ASTM RINGS DESIGNATION C76-68) O O O 1" DIA. KNOBS CONCOPENING CAST IN BARREL (SEEEDETAILALED ICB") 0 0 0 0 0 0 0 0 FOR INLET LEAD �/ / NOTE: O O O O O O 00 O MANHOLE COVER SHALL BE / INLET CASTING & GRATE SHALL BE CAST WITH THE WORD NEENAH R-3405 OR APPROVED EQUAL O O O O O O "SANITARY" IN THE O 0 0 0 0 0 0 O CENTER OF THE COVER IN LETTERS 2 INCHES HIGH. O O NOTE: O O 27" IF MANHOLE CASTING FRAME AND COVER MANHOLE COVER SEAL O 0 O 0 O w IS REQUIRED: NEENAH FOUNDRY CO. (SEE DETAIL "A") O O R-1733 OR EAST JORDAN 1205-AGSSA O 0 O OR APPROVED EQUAL COVER FRAME 4" FILLET NOTE: AROUND ALL JOINTS AND LIFTING HOLES TO BE INTERIOR MORTARED 25 3/4" MANHOLE COVER SEAL 7/8„ COVER (301A) 7T NOTE: (SEE DETAIL "A") MUNICIPAL CASTINGS i a PVC & HDPE CONNECTIONS TO STORM FRAME (301-7) MANHOLES AND INLETS SHALL BE . MUNICIPAL CASTINGS w MADE WITH A LOK PRODUCTS, INC. 24 1/8" OR EQUAL _ Z LOK STM OR APPROVED EQUAL 3'-3" DIAMETER CONCRETE BASE 26 1/2" (REINFORCE AS PER ASTM C478) 36" STORM INLET (27") DETAIL 7. NOT -TO -SCALE PICKBAR NEOPRENE GASKET DOVETAILED INTO MANHOLE MANHOLE COVER COVER / I ro � MANHOLE M FINISHED GROUND ADS 1299CGS INLET COVER �PICKBAR _ CASTING & GRATE FRAME` U INTERIOR WALL = OF MANHOLE v ,., ADS 2712AG ADAPTOR U) �12" STORM SEWER 00000000000 DETAIL "A" DETAIL "B" 12"-90° BEND MANHOLE SANITARY MANHOLE COVER CASTING DETAIL STEP NEW 12" STORM SEWER-\ 7. NOT -TO -SCALE f INTERIOR WALL OF MANHOLE C=jPVC INLET DETAIL `REBAR MANHOLE C7. NOT -TO -SCALE STEP ... ... ... - - - f 1 NOTE: FIRE HYDRANT STEP SHALL BE CONSTRUCTED OF 1/2" REINFORCING ROD AND COMPLETELY ENCASED SUBGRADE HYDRANT LEAD PIPE - - J- IN A CORROSION RESISTANT RUBBER OR POLYPROPYLENE PLASTIC, WHICH WILL RESIST DETERIORATION FROM HYDROGEN SULFIDE OR OTHER CHEMICALS AND GASES 1 1 ENCOUNTERED IN MANHOLE APPLICATION. ALSO, STEP SHALL HAVE A VERTICAL 1. 1. SLOPE AS REQUIRED RESISTANCE OF 400 LBS., AND A PULLOUT RESISTANCE OF 1000 LBS. SUCH AS: MIN. D MIN. BY OSHA O1 O 1 THE WEDG-LOC STEP BY DELTA PIPE PRODUCTS OR APPROVED EQUAL. PLYWOOD �6" TEE cm�� \ W BEARING STEP DETAIL/.- 7. �/� a z SURFACE / 6" GATE _ �� %�/ o " /-/--" VALVE NOT -TO -SCALE / / I iA W Q m CONCRETE RESTRAINED JOINT BLOCK DRAINAGE W/STAINLESS STEEL BOLTS ROCK INITIAL COMPACTION AT NOTE: PVC, PE, & CS PIPE MIDPOINT OF PIPE WITH FIRE HYDRANT OPERATING & CAP NUTS: CITY MECHANICAL TAMPER. OF MOORHEAD STANDARDS BOLTS BELOW GROUND TO BE STAINLESS STEEL INSIDE CITY OF MOORHEAD RIGHT-OF-WAY: 2 1/2" HOSE CONNECTION 1. INSTALL CONTROL DENSITY FILL (MIX DESIGN 15OPSI) (NATIONAL STANDARD THREADS) LOWER STANDPIPE OF v t HYDRANTS SHALL BE WRAPPED 2. INSTALL GEOTEXTILE FABRIC AT 4 1/2" PUMPER NOZZLE WITH POLYETHLENE NEW SEWER/WATERMAIN `° (NATIONAL STANDARD THREADS) SUBGRADE ELEVATION. PRODUCT: N MIRAFI TYPE HP465. SEW WITH A 16" TRAFFIC FLANGE GROUND DOUBLE J SEAM STITCH. BREAK -OFF SECTION LINE 4' WIDE/2" THICK POLYSTYRENE12 AGGREGATE BEDDING DETAIL INSULATIONNEW LOWER WATERMAIN/ C7. NOT -TO -SCALE STANDPIPEj 1 S Z • o POLYETHYLENE � w FILM - > 8"0 X -STRONG m 6" GATE o _ ._ ._� - _ ._,�� _ ._ .-� ALVE m HYDRANT FILL BOLLARD W/ 4,500 PSI (SCH. 80) GALV. LEAD PIPE 6" TEE CONCRETE - ROUND OFF TOP & PIPE BOLLARD 0 INSTALL PLASTIC CAP TO MATCH (SUPPLIED BY OWNER) e O POST SLEEVE e O e 11 2" POLYSTYRENE INSULATION DETAIL PROVIDE BOLLARD COVERS - e e C7. NOT -TO -SCALE J" THICK (HDPE) YELLOW POST SLEEV AROUNDPIPEBY IDEALSHIELD WITH ULTRA -VIOLET ,I AND ANTI -STATIC ADDITIVES I a DRAINAGE) CONCRETE HYDRANT RESTRAINED JOINT PAVEMENTr EXP. JOINT ROCK BLOCK LEAD PIPE W/STAINLESS I / W/NP-1 SEALANT STEEL BOLTS i I1 10 RESTRAINED MECHANICAL JOINT DETAIL 7. NOT -TO -SCALE c 1 MAX. 10,_0„ ' • q o POST CAP GEOTEXTII FABRIC 18 RIP RAP DETAIL 7. NOT -TO -SCALE 3/8" DIA. BOLT WITH 1 1/2"x1 1/2" WASHER & LOCKWASHER SIGN POST FINISHED GROUND ANCHOR UNIT (48")may f LINE 3/4"x1 3/4" ANCHOR NOTES: 1. ALL POSTS AND ANCHORS SHALL BE 12 GAUGE WITH HOLES ON ALL FOUR SIDES. 2. LEAVE 1 TO 2 HOLES EXPOSED ABOVE FINISH GROUND LINE FOR CONNECTION OF POST TO ANCHOR. 25 SINGLE BREAKAWAY DETAIL 7. NOT -TO -SCALE TE CUSHION .,.....,....,TE CUSHION �1-5/8 O.D. TOP RAIL (TYP.) 00 TERMINAL OR CORNER POSTS A_ 4" O.D. m 6 GA. ALUM. WIRE TIES @ 12" O.C. (TYP.) a2 0 2" MESH, CHAIN LINK FABRIC, ~ DIA. 3" O.D. LINE POSTS i = 9 GA 13 CONCRETE PIPE BOLLARD DETAIL 7. NOT -TO -SCALE 00 a TENSION BAR (TYP.) TENSION BAR BANDS/CLIPS @ 12" O.C. (TYP.) P, r ' a UPPER 45° BEND (OR PLUG) 6" SDR 26 PVC RISER PIPE (LENGTH VARIES) BACKFILL (SEE DETAIL) co I = z SANITARY SEWER MAIN _ I 30" 1 SANITARY SEWER WYE SANITARY SEWER MAI 9 \ LL LOWER 45° BEND NOTE: NOTE: ANGLE OF TEE FROM IF LENGTH OF RISER IS 5 VERTICAL MAY BE VARIED FEET OR GREATER, 1 1/4" TO SUIT HEIGHT OF RISER CRUSHED ROCK BEDDING WILL BE USED TO ENCASE THE WYE AND LOWER BEND SANITARY SEWER RISER DETAIL 7, NOT -TO -SCALE WATEROUS FIRE HYDRANT I I HYDRANT LEAD PIPE J 1/2"x` 01 PLYWOOD BEARING 0 • 6" TEE SURFACE �-6" GATE VALVE CONCRETE DRAINAGE BLOCK ROCK NOTE: WATEROUS FIRE 1. OPERATING & CAP NUTS: HYDRANT CITY OF MONTICELLO STANDARDS. 2 1/2" HOSE CONNECTION 2. BOLTS BELOW GROUND TO BE (NATIONAL STANDARD THREADS) STAINLESS STEEL. - 3. LOWER STANDPIPE OF ALL 4 1/2" PUMPER NOZZLE (NATIONAL STANDARD THREADS) HYDRANTS SHALL BE WRAPPED WITH POLYETHYLENE FILM. N N 16" TRAFFIC FLANGE GROUND LINE] BREAK -OFF SECTION 1 1/2"LYWOOD POLYETHYLENE FILM BEARING SURFACE F Z W _ > coo Do HYDRANT LEAD �6" TEE a c PIPE N O DRAINAGE -/ROCK 6" GATE CONCRETE HYDRANT VALVE BLOCK LEAD PIPE 7, 1a WATEROUS HYDRANT DETAIL NOT -TO -SCALE 12" I 6" I 18" PIPE 24" " 6 GA. ALUM. TIES ALONG TOP, INTERMEDIATE, 2"R KEYWAY REQUIRED L DEPTH 12DEPTH & BOTTOM RAILS @ 12" O.C. (TYP.) ON CONCRETE DIA RIP RAP AGG. COSH. PAVEMENT (IN) (FT) (CY) (CY) 1-5/8" O.D. BOTTOM RAIL (TYP.) • d • 2"R 12 8 5.5 2.8 iv y a Q 1/2"R op 15 8 5.8 2.9 FINISH GRADE 1 11/2" SLOPE 18 10 7.8 3.9 �1 �_ e `L- - SLOPE TO DRAIN TYP. 1 • • • d • • d ♦. 21 10 8.4 4.2 24 12 11.0 5.5 27 12 11.6 5.8 30 14 14.5 7.3 33 16 16.4 7.8 36 16 18.3 9.2 42 18 21.7 10.9 48 20 25.8 12.9 n FROM FINISHED GRADE N r CONCRETE FOOTING d SONOTUBE -VA NOTE: 1. TRUSS BARS ARE REQUIRED FOR EACH M COMPACTED SUBGRADE GATE SECTION AND THE FIRST SPAN ON EACH SIDE OF A CORNER POST ONLY. 12 2. LINE POSTS SHALL BE DRIVEN TO A DEPTH OF 72". 19 7' CHAIN LINK FENCE DETAIL 7, NOT -TO -SCALE VARIABLE #3 BARS @ 24" O.C. E.W. d d 2" SAND BASE /// V-11 1 12" SCARIFY & �\ RECOMPACT SUBGRADE TO 95% STANDARD PROCTOR DENSITY (T26)4" REINFORCED CONCRETE SIDEWALK DETAIL 7. NOT -TO -SCALE RESERVED BLUE HIGHWAY PAINT BACKGROUND - 2 PARKING R7-8(MODIFIED) 12"x18" o INTERNATIONAL SYMBOL OF 118-3 24"x30" ® ACCESSIBILITY APPLIED TO THE CENTER OF EACH REQUIRED NO ACCESSIBLE SPACE WITH BLUE PAINT PARKING COLORS: BACKGROUND AND WHITE PAINT FOR LEGEND - RED 6" R7-8AP PLAQUE 12"X6" (INCLUDE - BACKGROUND - WHITE w 'VAN ACCESSIBLE' PLAQUE WHEN IE ADJACENT TO 8 FT OR WIDER Y STRIPED ACCESS AISLE.) NOTES: WOLATIONS 1. SHEETING SHALL BE ENGINEER GRADE. ARE 2. SIGN PLATE SHALL BE 80 GAUGE ALUMINUM. NNEff M R7-8NDP PLAQUE 12"X12" 3. SIGNS SHALL BE IN ACCORDANCE WITH THE $200 FINE 5" WIDE WHITE STRIPING - 2 COATS (TYPICAL) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 29 ACCESSIBILITY SYMBOL DETAIL 30 ACCESSIBILITY SIGN DETAIL C7. NOT-TO-SCALE7. NOT -TO -SCALE FINISH GROUND LINE / SIGN ASSEMBLY DETAIL NOTES: 1. SHEETING SHALL BE ENGINEER GRADE. 2. SIGN PLATE SHALL BE 80 GAUGE ALUMINUM. 3. SIGNS SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 31 NO PARKING SIGN DETAIL C7. NOT -TO -SCALE R1-1 30"x30" STOP N ��---� FINISH GROUND LINE SIGN ASSEMBLY DETAIL NOTES: 1. SHEETING SHALL BE ENGINEER GRADE. 2. SIGN PLATE SHALL BE 80 GAUGE ALUMINUM. 3. SIGNS SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. T32"')STOP SIGN DETAIL C7. NOT -TO -SCALE #4 BARS @ 24" O.C. E.W. = I D D .� D 6" MN CLASS 5 AGGREGATE BASE \' 12" SCARIFY & GEOTEXTILE FABRIC / RECOMPACT SUBGRADE • TO 95% STANDARD PROCTOR DENSITY 27 6" REINFORCED CONCRETE PAVEMENT DETAIL 7. NOT -TO -SCALE • } ,� • d • d • • i • • i i 1/2" a 1 • • • • • A = t0 • • • • ♦ d d • •• • M • • • • d. d • • ♦ •• • • d • • 1„ 6" MN CLASS 5 AGGREGATE BASE �12" SCARIFY & RECOMPACT SUBGRADE CURB SECTION WHEN DROPPED FOR DRIVEWAY TO TO STANDARD OR PUBLIC SIDEWALK OPENING. PROCTOSTANDARD DENSITY (1' TRANSITION CURB FOR SIDEWALK) (3' TRANSITION CURB FOR DRIVEWAY) O1 NOTE: O2 NOTE: () NOTE: 1. PLACE DUMMY JOINT AT 10'0" 1. 1/2" x 18" DEFORMED BARS AT 1. DIMENSION "A" SHALL MATCH THE O.C. FOR ASPHALT PAVING. 30" O.C. & KEYWAY REQUIRED THICKNESS OF THE ADJOINING WHEN SEPARATE CURB IS PAVEMENT WITH EITHER INTEGRAL 2. PLACE DUMMY JOINT TO MATCH INSTALLED WITH CONCRETE PAVING OR SEPARATE CURB PANEL SPACING FOR CONCRETE PAVEMENT. 2. 1" EXPANSION JOINTS PLACED AT P.C.'S AND HIGH POINTS FOR ASPHALT PAVING. 3. 1" EXPANSION JOINTS TO MATCH EXPANSION JOINTS ON CONCRETE PAVEMENT. Tni 20 TYPE I STANDARD CURB AND GUTTER DETAIL C7. NOT -TO -SCALE LOWER 45° BEND RISER PIPE -6" SDR 26 PVC (LENGTH VARIES) UPPER 45° BEND (OR PLUG) 6" SANITARY SEWER SERVICE NOTE: TEE & PLUG BLOCKING SHOWN, TAPPING SLEEVE BLOCKING SIMILAR NOTE: ALL FITTINGS TO WRAPPED IN POLYETHYLENE (8 MIL MIN.) BLUE HIGHWAY PAINT BACKGROUND - 2 COATS (TYPICAL) o INTERNATIONAL SYMBOL OF FINISH GROUND LINE � ACCESSIBILITY APPLIED TO THE CENTER OF EACH REQUIRED 30°1 ACCESSIBLE SPACE WITH BLUE PAINT BACKGROUND AND WHITE PAINT FOR 6" SYMBOL AND PERIMETER EDGE w 10" ' SIGN ASSEMBLY DETAIL NOTES: PLYWOOD 1 CUT TO 1. SHEETING SHALL BE ENGINEER GRADE. 2. SIGN PLATE SHALL BE 80 GAUGE ALUMINUM. J� PLUG J 3. SIGNS SHALL BE IN ACCORDANCE WITH THE 5" WIDE WHITE STRIPING - 2 COATS (TYPICAL) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 29 ACCESSIBILITY SYMBOL DETAIL 30 ACCESSIBILITY SIGN DETAIL C7. NOT-TO-SCALE7. NOT -TO -SCALE FINISH GROUND LINE / SIGN ASSEMBLY DETAIL NOTES: 1. SHEETING SHALL BE ENGINEER GRADE. 2. SIGN PLATE SHALL BE 80 GAUGE ALUMINUM. 3. SIGNS SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 31 NO PARKING SIGN DETAIL C7. NOT -TO -SCALE R1-1 30"x30" STOP N ��---� FINISH GROUND LINE SIGN ASSEMBLY DETAIL NOTES: 1. SHEETING SHALL BE ENGINEER GRADE. 2. SIGN PLATE SHALL BE 80 GAUGE ALUMINUM. 3. SIGNS SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. T32"')STOP SIGN DETAIL C7. NOT -TO -SCALE #4 BARS @ 24" O.C. E.W. = I D D .� D 6" MN CLASS 5 AGGREGATE BASE \' 12" SCARIFY & GEOTEXTILE FABRIC / RECOMPACT SUBGRADE • TO 95% STANDARD PROCTOR DENSITY 27 6" REINFORCED CONCRETE PAVEMENT DETAIL 7. NOT -TO -SCALE • } ,� • d • d • • i • • i i 1/2" a 1 • • • • • A = t0 • • • • ♦ d d • •• • M • • • • d. d • • ♦ •• • • d • • 1„ 6" MN CLASS 5 AGGREGATE BASE �12" SCARIFY & RECOMPACT SUBGRADE CURB SECTION WHEN DROPPED FOR DRIVEWAY TO TO STANDARD OR PUBLIC SIDEWALK OPENING. PROCTOSTANDARD DENSITY (1' TRANSITION CURB FOR SIDEWALK) (3' TRANSITION CURB FOR DRIVEWAY) O1 NOTE: O2 NOTE: () NOTE: 1. PLACE DUMMY JOINT AT 10'0" 1. 1/2" x 18" DEFORMED BARS AT 1. DIMENSION "A" SHALL MATCH THE O.C. FOR ASPHALT PAVING. 30" O.C. & KEYWAY REQUIRED THICKNESS OF THE ADJOINING WHEN SEPARATE CURB IS PAVEMENT WITH EITHER INTEGRAL 2. PLACE DUMMY JOINT TO MATCH INSTALLED WITH CONCRETE PAVING OR SEPARATE CURB PANEL SPACING FOR CONCRETE PAVEMENT. 2. 1" EXPANSION JOINTS PLACED AT P.C.'S AND HIGH POINTS FOR ASPHALT PAVING. 3. 1" EXPANSION JOINTS TO MATCH EXPANSION JOINTS ON CONCRETE PAVEMENT. Tni 20 TYPE I STANDARD CURB AND GUTTER DETAIL C7. NOT -TO -SCALE LOWER 45° BEND RISER PIPE -6" SDR 26 PVC (LENGTH VARIES) UPPER 45° BEND (OR PLUG) 6" SANITARY SEWER SERVICE NOTE: TEE & PLUG BLOCKING SHOWN, TAPPING SLEEVE BLOCKING SIMILAR NOTE: ALL FITTINGS TO WRAPPED IN POLYETHYLENE (8 MIL MIN.) ENGINEERING GRADE REFLECTIVE SHEETING (4"X7"X 0.063" ALUMINUM) RED HYDRANT SYMBOL W/WHITE BACKGROUND TWO SIGNS (MOUNTED BACK TO BACK) 2 LB./FT. "U" CHANNEL : (MINIMUM) r 18" MIN. O 15 HYDRANT MARKER DETAIL 7, NOT -TO -SCALE WATER MAIN THRUST BLOCKING DETAIL 7. NOT -TO -SCALE d TC1 • • d - -7 • • • d to • •d 1; • 4 x 30" DEF. BARS @ 24" O.C. i6 TYPE 'C' TIED CONSTRUCTION JOINT DETAIL 7. NOT -TO -SCALE RECESS SEALANTY8 11 1/4"-3/8" BELOW PAVEMENT 1/4"-3/8" MIN. SEALANT DEPTH SAWED JOINT FACE 1/2" ROD BACK-UP MATERIAL 17 TYPE 'C' DETAIL 7. NOT -TO -SCALE d • • io • • • iD • d • d • • d • d #4 x 30" DEF. BARS @ 24" O.C. NON -EXTRUDING PREMOLDED 22 TYPE ' H' CONSTRUCTION JOINT DETAIL COMPRESSIBLE MATERIAL 7. NOT -TO -SCALE 21 TYPE 'I' ISOLATION JOINT DETAIL 7. NOT -TO -SCALE 3/•" RECESS SEALANT n I O /8„ BELOW BELOW PAVEMENT / BOND BREAKER MATERIAL % ANON -EXTRUDING PREMOLDED j COMPRESSIBLE MATERIAL 23 TYPE 'I' DETAIL C7. NOT -TO -SCALE RECESS SEALANT 1/4"-3/8" BELOW PAVEMENT n 1/4"-3/8" MIN. SEALANT DEPTH INITIAL SAWCUT (REFER TO DIMENSION TABLE) 6"-10" SAWED JOINT FACE THICK PCC = T/4 1/2" ROD BACK-UP MATERIAL 2a TYPE 'H' DETAIL 7, NOT -TO -SCALE CONSTRUCT TEMPORARY RAMP USING CRUSHED CONCRETE OR RECYCLED ASPHALT (CLAY SHALL 6" MIN. NOT BE ALLOWED) INLET GRATE PVC PIPE ENGINEERING IF NEEDED FABRIC a REINFORCED CORNERS L • 0 NOTE: LIFT STRAPS • ' a INSTALL FIBER ROLL BARRIER •09" FIBER ROLL ••d• ALONG A LEVEL CONTOUR F NOTE: EXISTING FENCE w TEMPORARY ACCESS OVER EXISTING CURB & TEMPORARY ACCESS OVER GROUND BACK OF CURB �.•,• z CURB & GUTTER OVERFLOW HOLES GUTTER SHOULD BE LOCATED AT HIGH F ¢ O v POINTS IN THE STREET (IF POSSIBLE) TO '•• • FIBER•RBLLB•••a 0 u a O MAINTAIN STREET DRAINAGE U EXISTING PAVED • �P1� o ROAD PLASTIC ZIP TIES :•A 0 c• FLEXSTORM OR (50 LB. TENSILE) APPROVED EQUAL TEMPORARY ROCK MAY BE UP LOCATED IN TOP 8" rAT 6 LENGTH, 5 FT. MIN. VERTICAL SPACING CONSTRUCTION ENTRANCE TO 4' DEEP MEASURED ALONG THE LIFT STRAPS DIRECTION OF AT 6 FT. MAX. SPACING 1 1 SECTION A -A w -GEOTEXTILE FABRIC, 36" WIDTH FACE OF THE SLOPE o RUNOFF F FLOW a F VARIES BETWEEN • INSTALL A FIBER ROLL NEAR N Q 10.0 FT & 100.0 FT / SLOPE WHERE IT TRANSITIONS / \ / INTO A STEEPER SLOPE SO. CLEAN OUT @ m MACHINE SLICE a YYY FIBER ROLL 9" MIN jy A 6" FLAp 80% OF CAPACITY o w DEPTH (PLUS RADIUS AS ) � ROPE TIE •J 15' TYP N REQUIRED STANDARD MACHINE SLICED SLOPE VARIES TEMPORARY CONSTRUCTION ENTRANCE INLET FRAME 1' - 2' DEE 4" MAX 1 CRUSHED ROCK, , CRUSHED CONCRETE 2 f (NEEDBARRIENOTFENCE INSTALLATION: BE5.0' POSTS @ 6.0' MAX ..- a • REMOVE THE INLET GRATE. OR WOOD MATERIAL (5" OR LESS A MIN• r SILT FENCE) SPACING. MAY BE ROPE TIE PARTICLE SIZE) ON TOP OF 2 3' - 4' DEE ALTERNATED ON GRADES LESS �`\ 12" MIN FIBER ROLL. STAND THE GRATE UPRIGHT. INSTALL THE GRATE BETWEEN T THE LIFT STRAPS. NOTES: 2' DEEPDo 2" X 2" �` • PLACE THE BAG IN THE INLET & LOWER THE BAG AND 1. A TEMPORARY CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED AT ALL LOCATIONS 9" FIBER ROLLS MAX GRATE USING THE LIFT STRAPS. WOOD STAKES\\\ JJJ WOOD WHERE CONSTRUCTION VEHICLES OR EQUIPMENT ENTER OR EXIT THE CONSTRUCTION 1' DEEP `4.0' SPACING FOR STAKES STAKES SITES THAT ARE OVER 5 ACRES AND MAY BE REQUIRED BETWEEN 1 AND 5 ACRES AS 11111 FIBER ROLL DIRECTED BY THE ENGINEER. BACK OF CURB SLOPE �91, MIN MAINTENANCE: VARIES 2.UPON COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL REMOVE THE TEMPORARY CHECK BAG REGULARLY & AFTER RAIN EVENTS. IF a a GUTTER / FCT � • THE BAG IS FILLED WITH 1/3 OF ITS CAPACITY WITH CONSTRUCTION ENTRANCE UNLESS NOTED OTHERWISE, AND THE SITE SHALL BE F a c H / // IOq O 4" MAX I 0 SEDIMENT, EMPTY THE BAG. RESTORED TO IT'S PREVIOUS CONDITION. A / CO F • REMOVE DEBRIS AROUND THE INLET GRATE PRIOR TO 3.ENTRANCES SHALL BE MAINTAINED IN A MANNER TO MINIMIZE THE TRACKING OF STREET c WOVEN MONOFILAMENT 12" MIN 2" X 2" WOOD REMOVING BAG. SEDIMENT ONTO PAVED SURFACES. N GEOTEXTILE FABRIC STAKES OR PINS MAX SLICED INTO GROUND 4.0' SPACING USE THE LIFT HANDLES TO REMOVE THE BAG AND USE 4. THE LOCATION OF TEMPORARY ENTRANCES SHALL BE AS SHOWN ON THE PLANS. IF NOT PLAN VIEW THE HANDLES ON THE BOTTOM TO EMPTY BAG. SHOWN ON THE PLANS, THE CONTRACTOR SHALL COORDINATE THE LOCATIONS WITH THE ENGINEER. 36 CONCRETE WASHOUT DETAIL 37 SILT FENCE DETAIL 7. 7. 7, W 33 3a BIOROLL DETAIL INLET PROTECTION DETAIL 35 CONSTRUCTION ENTRANCE DETAIL 7. NOT -TO -SCALE 7. NOT -TO -SCALE Q NOT -TO -SCALE CNOT-TO-SCALE NOT -TO -SCALE MBN ENGINEERING MECHANICAL * ELECTRICAL * CIVIL 503 7TH ST. N, SUITE 200 FARGO, ND 58102 PHONE: 701.478.6336 FAX: 701.478.6340 BUCHHOLZ PROPERTIES, MONTICELLO APARTMENTS I MONTICELLO, MINNESOTA IMBN JOB #: 19-200 DATE: 10-23-19 I C7.OI NEW WATER MAIN � THRUST BLOCK 30°1 MAXI PLYWOOD 1 CUT TO J� PLUG J SIZE OF 7 BEARING 1/2" PLYWOOD SURFACE d THIS BEARING AREA CONCRETE BLOCK BASED ON PIPE DIA. (4"x 6"x 12") OPPOSITE THRUST 1/2" PLYWOOD BLOCK TABLE OF REQUIRED BEARING AREAS SIZE OF PIPE 90° BEND 45° BEND 22 1/2° 11 1/4° TEE BEDDING 4" 2' SQ. 2' SQ. 2' SQ. 2' SQ. 2' SQ. SAND 6" 3' SQ. 2' SQ. 2' SQ. 2' SQ. 3' SQ. 8" 5' SO. 3' SO. 2' SO. 2' SQ. 4' SO. 10" 8' SO. 4' SO. 3' SO. 2' SQ. 6' SO. CONCRETE BLOCK (4"x6"x12") 12" 11' SO. 6' SQ. 3' SQ. 2' SQ. 8' SQ. 16" 20' SO. 11' SO. 6' SQ. 4' SQ. 15' SO. 18" 25' SO. 14' SO. 7' SQ. 4' SQ. 18' SO. CONCRETE BLOCK (4" x 6" x 12") NEW WATER MAIN NOTE: CONCRETE BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. BELLS AND BOLTS TO BE KEPT FREE OF CONCRETE. -- THRUST BLOCK ENGINEERING GRADE REFLECTIVE SHEETING (4"X7"X 0.063" ALUMINUM) RED HYDRANT SYMBOL W/WHITE BACKGROUND TWO SIGNS (MOUNTED BACK TO BACK) 2 LB./FT. "U" CHANNEL : (MINIMUM) r 18" MIN. O 15 HYDRANT MARKER DETAIL 7, NOT -TO -SCALE WATER MAIN THRUST BLOCKING DETAIL 7. NOT -TO -SCALE d TC1 • • d - -7 • • • d to • •d 1; • 4 x 30" DEF. BARS @ 24" O.C. i6 TYPE 'C' TIED CONSTRUCTION JOINT DETAIL 7. NOT -TO -SCALE RECESS SEALANTY8 11 1/4"-3/8" BELOW PAVEMENT 1/4"-3/8" MIN. SEALANT DEPTH SAWED JOINT FACE 1/2" ROD BACK-UP MATERIAL 17 TYPE 'C' DETAIL 7. NOT -TO -SCALE d • • io • • • iD • d • d • • d • d #4 x 30" DEF. BARS @ 24" O.C. NON -EXTRUDING PREMOLDED 22 TYPE ' H' CONSTRUCTION JOINT DETAIL COMPRESSIBLE MATERIAL 7. NOT -TO -SCALE 21 TYPE 'I' ISOLATION JOINT DETAIL 7. NOT -TO -SCALE 3/•" RECESS SEALANT n I O /8„ BELOW BELOW PAVEMENT / BOND BREAKER MATERIAL % ANON -EXTRUDING PREMOLDED j COMPRESSIBLE MATERIAL 23 TYPE 'I' DETAIL C7. NOT -TO -SCALE RECESS SEALANT 1/4"-3/8" BELOW PAVEMENT n 1/4"-3/8" MIN. SEALANT DEPTH INITIAL SAWCUT (REFER TO DIMENSION TABLE) 6"-10" SAWED JOINT FACE THICK PCC = T/4 1/2" ROD BACK-UP MATERIAL 2a TYPE 'H' DETAIL 7, NOT -TO -SCALE CONSTRUCT TEMPORARY RAMP USING CRUSHED CONCRETE OR RECYCLED ASPHALT (CLAY SHALL 6" MIN. NOT BE ALLOWED) INLET GRATE PVC PIPE ENGINEERING IF NEEDED FABRIC a REINFORCED CORNERS L • 0 NOTE: LIFT STRAPS • ' a INSTALL FIBER ROLL BARRIER •09" FIBER ROLL ••d• ALONG A LEVEL CONTOUR F NOTE: EXISTING FENCE w TEMPORARY ACCESS OVER EXISTING CURB & TEMPORARY ACCESS OVER GROUND BACK OF CURB �.•,• z CURB & GUTTER OVERFLOW HOLES GUTTER SHOULD BE LOCATED AT HIGH F ¢ O v POINTS IN THE STREET (IF POSSIBLE) TO '•• • FIBER•RBLLB•••a 0 u a O MAINTAIN STREET DRAINAGE U EXISTING PAVED • �P1� o ROAD PLASTIC ZIP TIES :•A 0 c• FLEXSTORM OR (50 LB. TENSILE) APPROVED EQUAL TEMPORARY ROCK MAY BE UP LOCATED IN TOP 8" rAT 6 LENGTH, 5 FT. MIN. VERTICAL SPACING CONSTRUCTION ENTRANCE TO 4' DEEP MEASURED ALONG THE LIFT STRAPS DIRECTION OF AT 6 FT. MAX. SPACING 1 1 SECTION A -A w -GEOTEXTILE FABRIC, 36" WIDTH FACE OF THE SLOPE o RUNOFF F FLOW a F VARIES BETWEEN • INSTALL A FIBER ROLL NEAR N Q 10.0 FT & 100.0 FT / SLOPE WHERE IT TRANSITIONS / \ / INTO A STEEPER SLOPE SO. CLEAN OUT @ m MACHINE SLICE a YYY FIBER ROLL 9" MIN jy A 6" FLAp 80% OF CAPACITY o w DEPTH (PLUS RADIUS AS ) � ROPE TIE •J 15' TYP N REQUIRED STANDARD MACHINE SLICED SLOPE VARIES TEMPORARY CONSTRUCTION ENTRANCE INLET FRAME 1' - 2' DEE 4" MAX 1 CRUSHED ROCK, , CRUSHED CONCRETE 2 f (NEEDBARRIENOTFENCE INSTALLATION: BE5.0' POSTS @ 6.0' MAX ..- a • REMOVE THE INLET GRATE. OR WOOD MATERIAL (5" OR LESS A MIN• r SILT FENCE) SPACING. MAY BE ROPE TIE PARTICLE SIZE) ON TOP OF 2 3' - 4' DEE ALTERNATED ON GRADES LESS �`\ 12" MIN FIBER ROLL. STAND THE GRATE UPRIGHT. INSTALL THE GRATE BETWEEN T THE LIFT STRAPS. NOTES: 2' DEEPDo 2" X 2" �` • PLACE THE BAG IN THE INLET & LOWER THE BAG AND 1. A TEMPORARY CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED AT ALL LOCATIONS 9" FIBER ROLLS MAX GRATE USING THE LIFT STRAPS. WOOD STAKES\\\ JJJ WOOD WHERE CONSTRUCTION VEHICLES OR EQUIPMENT ENTER OR EXIT THE CONSTRUCTION 1' DEEP `4.0' SPACING FOR STAKES STAKES SITES THAT ARE OVER 5 ACRES AND MAY BE REQUIRED BETWEEN 1 AND 5 ACRES AS 11111 FIBER ROLL DIRECTED BY THE ENGINEER. BACK OF CURB SLOPE �91, MIN MAINTENANCE: VARIES 2.UPON COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL REMOVE THE TEMPORARY CHECK BAG REGULARLY & AFTER RAIN EVENTS. IF a a GUTTER / FCT � • THE BAG IS FILLED WITH 1/3 OF ITS CAPACITY WITH CONSTRUCTION ENTRANCE UNLESS NOTED OTHERWISE, AND THE SITE SHALL BE F a c H / // IOq O 4" MAX I 0 SEDIMENT, EMPTY THE BAG. RESTORED TO IT'S PREVIOUS CONDITION. A / CO F • REMOVE DEBRIS AROUND THE INLET GRATE PRIOR TO 3.ENTRANCES SHALL BE MAINTAINED IN A MANNER TO MINIMIZE THE TRACKING OF STREET c WOVEN MONOFILAMENT 12" MIN 2" X 2" WOOD REMOVING BAG. SEDIMENT ONTO PAVED SURFACES. N GEOTEXTILE FABRIC STAKES OR PINS MAX SLICED INTO GROUND 4.0' SPACING USE THE LIFT HANDLES TO REMOVE THE BAG AND USE 4. THE LOCATION OF TEMPORARY ENTRANCES SHALL BE AS SHOWN ON THE PLANS. IF NOT PLAN VIEW THE HANDLES ON THE BOTTOM TO EMPTY BAG. SHOWN ON THE PLANS, THE CONTRACTOR SHALL COORDINATE THE LOCATIONS WITH THE ENGINEER. 36 CONCRETE WASHOUT DETAIL 37 SILT FENCE DETAIL 7. 7. 7, W 33 3a BIOROLL DETAIL INLET PROTECTION DETAIL 35 CONSTRUCTION ENTRANCE DETAIL 7. NOT -TO -SCALE 7. NOT -TO -SCALE Q NOT -TO -SCALE CNOT-TO-SCALE NOT -TO -SCALE MBN ENGINEERING MECHANICAL * ELECTRICAL * CIVIL 503 7TH ST. N, SUITE 200 FARGO, ND 58102 PHONE: 701.478.6336 FAX: 701.478.6340 BUCHHOLZ PROPERTIES, MONTICELLO APARTMENTS I MONTICELLO, MINNESOTA IMBN JOB #: 19-200 DATE: 10-23-19 I C7.OI m i► A 3 4 iii i i l i i i -- — — J — 1 -------------------I------C---------------_-----------------------------C---------- — 7; i i i iL i i i i _===�L----------------------------=====1---====I=--- E: C 07 3 SIDE ELEVATION A401 SCALE: 1 /16"=1'-0" -1 -- Waillllllll IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Illllllllllllllllli (IIIIIIIIIIIIIIII 1111101111 1111111111111111I � �i��ll �� IIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII IIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIII I�III!Iliilllllll)�- 1 FRONT ELEVATION A401 SCALE: 1 /16"=1'-0" 11i I I I JJI I IL i L—�L---=I-------L---------------------------------J=---1—� III ;) 40z SIDE ELEVATION 1 SCALE: 1 /16"=1'-0" IIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII (I I I � I Illlllllll!III MEN IlllllllllllllllliIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIII — Illllllil!!�II IIIIIIIIIIIIIIII UIIIIIIIII IIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIII ��illl lll�l� Illllllli!IIII --------------------------------------------------------- ----- --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - M - - - - - - - - - - - - - - - - - ft M U Q > co 1 0 04 REAR ELEVATION A401 SCALE: 1/1 6"=l'—O" 5 > p d 1 I 2 I 3 I 4 5 RHET ARCHITECTURE RHET ARCHITECTURE, LLC ATTN: RHET FISKNESS, AIA MAIL: 901 5th AVE. S. FARGO, ND 58103 A OFFICE: 27 11th ST. S. FARGO, ND 58102 PHONE: 701.388.2867 EMAIL: RHET@RHET-ARCH.COM WEB: WWW.RHET-ARCH.COM I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of Minnesota. Signature- Date- -/-/2019 REG. NO.: 50755 oA NS 4�C�i C PROJECT: MONTICELLO APARTMENTS MONTICELLO, MN GENERAL CONTRACTOR: BUCHHOLZ CONSTRUCTION ATTN: MARK BUCHHOLZ PHONE: 701.371.1646 EMAIL: mdbuchholz@gmail.com CD CONSTRUCTION DOCUMENTS 10/7/2019 MARK DESCRIPTION DATE All plans, specifications, computer files, field data, notes and other documents and instruments prepared by RHET ARCHITECTURE, as instruments of service shall remain the property of RHET ARCHITECTURE. RHET ARCHITECTURE shall retain all common law, statutory and other reserved rights, including the copyright thereto. PROJECT N0: 19-100603 DRAWN BY: DN CHECKED BY: RF DRAWING TITLE: EXTERIOR ELEVATIONS A401 C 0 `tet. M,,t • - - -_ � - � _ ~•�-tib ap • f .. tl IRS dII III � S low L{ Fir Til _ _ _ •: �--� . ;� -.,, . _ - ',, rye_ • -� . � F,.. - T• �'.i-•iti.s_•s _'1 uv - �SSy�a.4-r�.JY1• -•�+V '�Yi t-'' :a `__ _. ''' `a' A!•1 i ii: • I- NA.. -�L,�!�,,�,� t iilk L i • - - -_ � - � _ ~•�-tib ap • f .. tl IRS dII III � S low L{ Fir Til _ _ _ •: �--� . ;� -.,, . _ - ',, rye_ • -� . � F,.. - T• �'.i-•iti.s_•s _'1 uv - �SSy�a.4-r�.JY1• -•�+V '�Yi t-'' :a `__ _. ''' `a' A!•1 i ii: • I- NA.. -�L,�!�,,�,� W LV C 0 I N 0 v 0 0 0- _I 0 i� N 0 I in N - Ln 0 0 (0 0 I 0 ro o I ro 0 I I i� 1 2 / r 5'-7" 4'-3 N J Jr Jr J 1 N Jr U-)2142 2442 �01 c 2442_ 3327Ln --- _ B24 RANGE B24 FRIG L PANTRY 6'-0" _00 00 KITCHENco M i 0 O M. BATH 2 b m -- 0 NI -� \ C' N \ N O] �• 00 > w LVT CPT L / z Lj s — — — 001UNIT '2B -SIM -2' FLOOR PLAN SCALE: 1/4"=1'-0" 1,187 S.F. 3 9'-10" J 4'-0" J 7'-8"Lk J r _ _ 24 01 24� 3327 - - - - 7PANTRY O O --- \1 I I I �p 12 RANGE B12 FRIG L I W.I.C. I I 11 I I �1 � --- �' I m 6'-0" 3'-0" Jr fi IIS o KITCHEN 00 II I I b Cn Cn O M. BATH 2 — CI �I N N — m �O00 — w LVT PT i z � J 3.1 UNIT '213 -SIM' FLOOR PLAN A701 SCALE: 1/4"=l' -O" 1,187 S.F. N I 00 I , 0 Ln N n r 5'-0" 45'-8" 5'-0" 29'-11" 15'-9" ID „ 14'-6" 50-3" 5'- 1 V> 3'-9" 7'-2 1/2" 2'- 8 5-10 1/2" 5 5 1 2" 5 1,'2" - 6 , c0 — — — — — r — — o 0C _4 0 CPT SV I 3-0 �IOi\Ln I ID W.I.C.\ N M.BATH: I W.LC: Ln I 04, S O V N 2 LVT '_1 I _ O 0 I o I M. BEDROOM ! 5 i ; ,- � SIM. 4 CPT LVT W & D Oo o BATH SV 00 ,�, ` - LV 6-0 co " 14'-9 1/2" LVT SV �J I N6 _ (0 r 12'-11" - 3-01 3'-10" 2'-6" r 7'-3" 3'-8" 4'-3 SV PATIO 0) J J J - I \2-6 CPT ' I 00 o Ln PATIO 0 LVT LVT N I °' LIVING r 3-0 CPT CPT I I 0 07 I C14 -------- 3-01 I I N N i N 6-0 I N - 3;-8 2'-9" 3'-0"-5 1 / ' , 4» I r r r I CD I m I �BEDROOM #2 BEDROOM #3 � 5 0 �x� I DINING o m in I� �I M m OLO CD N N \ \ 1 Q Io KITCHEN O (7 ?0 O o I?_0 1 —T QD 10 DB14 SB36 DW LS 10� � (.0I + 0 18421 0 0 0 o 0 I�/3i4?1 I WC42 0 c0 \ \ \ \ 1 3'-6" 9'-5" 12'-3" 12'-0" 6'-0" 5 -0 2 -6 43'-2 5 -0 02 UNIT '3D' FLOOR PLAN 6 THUS A701 SCALE: 1/4"=l' -O" 1,424 S.F. 1 2 1 3 i 6" Jr to 3'-0" 4 15 9'-10" 11'-8" 5 -1" 10'-5" Jr Jr J� Jr N WC42 13042 p01 1842 3327 _ 3-0 rn F---------+— -- � - I --------- -- /L _ LS B18 RANGE B18 FRIG L \ L' 'T SV LAUNDRY '� I � , W.I.C. I o -Ln II \ 0 6'- 0" J 3'-0" J 6'-2" Jrl'_7'J l 0 I - KITCHEN - I ' a m I 00 CPT I — 00 — I ---------------0 SV 2-6 I m CNI o O M. BATH I m ! BATH 2 t L ------------------- LA C'41 -m OLVT CPT I �� I o W.I.C. I �I j I I It N SV I � — I i 7'-10" 3'-10" ------ 13'-0" 11'-8" 4' I' LIVING BEDROOM #2 II I I I II I -- II - M. BEDROOM L- - I 1 11 II IL— I II I ku � F—J II or) II I I II 1111 I I II - II II II I L1L__— II I L--� I II—J II LL------- Y--------- L ----- I I II I I II I I II L J �I 5'-9" I� 6'-3" 12 —0" 14'-6" BEDROOM #2 an ■ 3'-6" 2'-6" r 14'-9 1/2" 11'-9" LIVING DINING 4 5'-0" �1'-1011 101-01$ 4'-2" 4'-0" 5'-0" 28 -0" 37'-0" Ln PATIO 3 UNIT '213' FLOOR PLAN 21 THUS A701 SCALE: 1/4"=l' -O" 1,187 S.F. 38'-6" Jc26'-0" 12'-6" 6'-2" 4'-4 1/2„ 5 /2„ 6,-1„ 6,-5„ 5 N ® C0 I , I N------ 5 1/2" `V 4 4 to N N co 0 W.I.C. 3-0 — — — — — 'O N - - I CPT � vBATH i � , �------- L -------- - N - - - - LAUNDRY 2 LVT SVa, ------- C14 L o m 0 I IW & D — 1 CPT LVT LVT SV — — — — I I ao N Ln 4'-1 1/2" 7'-7" 5'-I" 6'-1" r r I J 111 5'-0" J 3'-10" J 2'-6" °' LVT W.I.C. \ 3-0 CPT I QD 0 C I N v00 I I I � 3-0 1 N �- \ I m IN B48 0 �0cb KITCHEN I oma, S I M. BEDROOM B24 DW SB36 B24 LS �N QD I� �II I � 481 \ \I I I 364 I WC42 2 o I �� O 724LINEN N 0 VB48 N I I - _o I M. BATH M SV CPT 00- 0 1 16'-5 15/16" 9'-0" 7'-0" 36'-0" 1 UNIT '2D' FLOOR PLAN 6 THUS A 001 SCALE: 1/4"=l' -O" 1,193 S.F. 5 RHET ARCHITECTURE RHET ARCHITECTURE, LLC ATTN: RHET FISKNESS, AIA MAIL: 901 5th AVE. S. FARGO, ND 58103 A OFFICE: 2711th ST. S. FARGO, ND 58102 PHONE: 701.388.2867 EMAIL: RHET@RHET-ARCH.COM WEB: WWW.RHET-ARCH.COM I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of Minnesota. Signature- Date- 442019 REG. NO.: 50755 c �'S gvcsio� PROJECT: B MONTICELLO APARTMENTS MONTICELLO, MN GENERAL CONTRACTOR: BUCHHOLZ CONSTRUCTION ATTN: MARK BUCHHOLZ PHONE: 701.371.1646 EMAIL: mdbuchholz@gmail.com CD CONSTRUCTION DOCUMENTS 10/7/2019 MARK DESCRIPTION DATE All plans, specifications, computer files, fleld data, notes and other documents and instruments prepared by RHET ARCHITECTURE, as instruments of service shall remain the property of RHET ARCHITECTURE. RHET ARCHITECTURE shall retain all common law, statutory and other reserved rights, including the copyright thereto. PROJECT NO: 19-100603 DRAWN BY: PA CHECKED BY: RF DRAWING TITLE: UNIT PLANS A701 C 0 A C VIIIIIIIIIIIII U o 0 LIVING FA 3 AS 12x FRAMINGREQ'D 15-2" 26' 0" FOR DRYER VENT 6 4'- 0 10-8 6 10'- 8 -1 8'-11 6 4 N N N to ` _ _ _ 3642 _ 01 � 2442 3327 L i WC42 12t, (201 � 2442- 3327 - 3-0 `� ` I O O ------ `°� —O O --- `°-------- of B36 RANGE B24 FRIG,n LS RANGE B24 FRIG ,n LJ SV--,, LAUNDRY I ; N I o o F o I10 vI jI� 0 5'-8" 3'-0" 4'-4" j 3'-1" b KITCHEN KITCHEN °' 2 I N I N I o P rn M o i i o � L - - - I� 0 5'-8" 0 3'-d" CIO L18 ��0 / VB54------------ I -----,, CN I � I BATH `° P 10M m SV 3-0 --------------- SV I DINING DINING LVT 2-6 CPT11 ro I � I I 'I m `—- ------ I I o� N I - I i t ---- ---- N� 5 W.I.C. i 5� N 2.2 UNIT '113' FLOOR PLAN 6 THUS M -I SIM. LVT A702 SCALE:1 /4"=1'-0" 862 S.F. CPT 3- 6" 13'-0" 4'-3",' 2'-5" 3'-0" 2'-6" 4" LIVING I _= BEDROOM 1 �- - BEDROOM i I 1 I�\ 3' 6'-0" 4'-0" 3'-0" 7'-0" 5'-6" 10'-0" 15'-6" 1 26'-0" Ln / PATIO / 2.1 UNIT '1 A -SIM' FLOOR PLAN 2 THUS A702 SCALE: 1 /4"=1'-0" 854 S.F. 1 2 E I it 3jr2'-0" 5'-0" 5'-0$$ / jr 2'-6" 10'-0" 16'-6" PATIO / 3 N 0) _I 1 F_--71 C° I� �I x I� �I / 4'-0" 4'-0" 5'-6" 2E'—o" 2 UNIT '1A' FLOOR PLAN 9 THUS A 002 SCALE: 1 /4"=1'-0" 823 S.F. 4 5 RHET ARCHITECTURE RHET ARCHITECTURE, LLC ATTN: RHET FISKNESS, AIA MAIL: 901 5th AVE. S. FARGO, ND 58103 A OFFICE: 2711th ST. S. FARGO, ND 58102 PHONE: 701.388.2867 EMAIL: RHET@RHET-ARCH.COM WEB: WWW.RHET-ARCH.COM I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of Minnesota. Signature- Date- 442019 REG. NO.: 50755 0� IsOg' O0L �0wsl?� n�tl PROJECT: B MONTICELLO APARTMENTS MONTICELLO, MN 26'-0" GENERAL CONTRACTOR: /9'-3» 6; 61' 10'-8" J 5'-1" J BUCHHOLZ CONSTRUCTION Ln 3042 3018L _ 3042 _ 3327 3_0 z ATTN: MARK BUCHHOLZ _ _ _ (0 - w 5 PHONE: 701.371.1646 �, _I z SIM. � LV SV - EMAIL: mdbuchholz@gmail.com B30 RANGE B30 FRIG u) � BATH i ao 6" 8'-4 1/2" 2'-0 1/2" 2'-7" 3 10 8'-2" w ; 6„ KITCHEN _ O LO 2-6 _ 1.5 OPEN72 1.5 DW 1 5 - - ----------- ---00 C:) I Ln DINING 00 2 --- 6-0 ---- N CO LVT CPT 5 CD CONSTRUCTION DOCUMENTS 10/7/2019 0 MARK DESCRIPTION DATE 5 1 /2" 6' 131-01, 3'-10" 8'- 4" 4" / All plans, specifications, computer files, fleld data, notes and other documents and instruments prepared by RHET ARCHITECTURE, as instruments of service shall LIVING BEDROOM remain the property of RHET ARCHITECTURE. RHET ARCHITECTURE shall retain all common law, statutory and other reserved rights, including the copyright thereto. PROJECT N0: 19-100603 DRAWN BY: PA CHECKED BY: RF DRAWING TITLE: UNIT PLANS I x I D I IN(0 Iv 1 3' 6'-0" 4'-0" 3'-0" 7'-0" 5'-6" I 10'-0" 15-6" LO 26'-0" / PATIO / 1 UNIT '1C' FLOOR PLAN 1 THUS A702 A702 SCALE: 1 /4"=1'-0" 854 S.F. 4 5 A LV 5'-0" 4'-1 12'-3" 5,-1» --6'-1,> de 01 11» 11, -I Ij/ C 43'-6" LVT ��, W.I.C. 3-0 CPT O I I M Co I I 3-0 N N \ \ x KITCHEN o LO 0 lee —_ B24 DW SB36 B24 LS N QD 0 N N 1 ` 4 42 364 ` 2 3'-6" 3'-4" 0 24LINEN O 4'-0" N VB48 N 0 � 5'-2" 6'-10" - o ' M. BATH 10'-0" s 3 -0" 6'-3" 5'-9" CPT 0 16'-5 011 9'-0" 1 7'-0" in s 0 36'-0" o 1 UNIT '2D' FLOOR i 6 THUS s � D PATIO 1,193 S.F. UNIT '2B' FLOOR PLAN 21 i THUS 5 001 SCALE:1/4"=1'-0" 1,187 S.F. 5'-0" (.0 39'-0" 5'-0" 4'-1 12'-3" 5,-1» --6'-1,> de 01 11» 11, Ij/ 15'- 4" i N 0 I N M. BEDROOM ^ I PATIO r LIVING O N, - o x I IJI DING —, 3'-6" i 5'-0" 3'-0 FA 3 46'-6" 30'-9" 15'-9" J 5'-3" J 5-11 " J 3'-9" 7'-2 1/2" 2'-8" 5-10 1/2" 5 1 2" 5 1,'2" � 6 ' c° LQ 4 I � m N CPT SV I 3-0 U-) �C-4 I -------------- L N -o I 0 W.I.C. M.BATH'' j W.I.C. �, '� I 2 I SV LVT I - o o I 1 1 I 5 I CDi Ii SIM. r, CPT LVT W & D ° M 0 �� BATH � � LV 6-0 `v I 15'-7 1/2" 5'-3" 4'-0" 7'-0" 5'-7" LVT SV oo N , » , » I » , » , » , » SV J �- 3-0 3-10 2'-6 J 7-3 3-3 4-3 2-6 CPT 00i 1 I I O I 0 LVT LVT N I I °' 0 � 1 3-0 CPT CPT I- I I o Cn N -------- 3—o i I I N d - 6-0 N c° I CD N 3;-8'' 2'-9" 3'-0 CD m I ' I BEDROOM #2 BEDROOM #3 N 5 0 M to M o Ln L" 0 1 1 KITCHEN 1 0 o I� D131 SB36 DW LS 0 0 1842 3� WC42 0 9'-9" 4'-1 12'-3" 5,-1» --6'-1,> 3'-6" 11» i 5'-0" 43'-6" LJ 12'-0" 02 UNIT '3D' FLOOR PLAN 6 THUS A701 SCALE: 1/4"=l' -O" 1,424 S.F. 1� N Ln LO I o I N It LAUNDRY t� o 4 37'-0" N :Ln O � I n n V11 15-3 1/2" 3'-6" PATIO LIVING x — DINING 4'-1 1/2" 7'-7" 5,-1» --6'-1,> 3'-6" 11» i 5'-0" 3'-0" LVT ��, W.I.C. 3-0 CPT 0 I M Co I N\ 3-0 N co x KITCHEN o 1 i� lee —_ B24 DW SB36 B24 LS N QD 1 N ` 4 42 364 ` 2 3'-6" 3'-4" 6'-0" 24LINEN O 4'-0" N VB48 N I � 5'-2" 6'-10" - o ' M. BATH 10'-0" s 3 -0" 6'-3" 5'-9" CPT 0 16'-5 011 9'-0" 1 7'-0" in s 36'-0" 1 UNIT '2D' FLOOR i 6 THUS s A 001 SCALE: 1/4"=l' -O" PATIO 1,193 S.F. UNIT '2B' FLOOR PLAN 21 i THUS 5 001 SCALE:1/4"=1'-0" 1,187 S.F. 5'-0" 39'-0" 26'-6" 12'-6" ' 6" 15'-0" 6'-2" 4'-4 1/2" 5 /2» 6'-1" 6'-5 /• 5 � 4 I N ` 0 ------ , 1 N 5 1/2„ N 4 4 N W.I.C. co 0 3-0 'O N CPTV-------�- CD - N 1 — — — — — —BATH ""� "�' LAUNDRY N� --------J' 2 LVT SV f a, BEDROOM #2 " m O° 0 " -------------------- I ,- I \ W & D 1 CPT LVT LVT SV — — — —_ J 0:3F N LO V11 15-3 1/2" 3'-6" PATIO LIVING x — DINING 3 1 4 4'-1 1/2" 7'-7" 5,-1» --6'-1,> 3'-6" 11» i 5'-0" 3'-0" LVT ��, W.I.C. 3-0 CPT 0 I M Co 3 1 4 i I N co RHET ARCHITECTURE RHET ARCHITECTURE, LLC ATTN: RHET FISKNESS, AIA MAIL: 901 5th AVE. S. FARGO, ND 58103 A OFFICE: 2711th ST. S. FARGO, ND 58102 PHONE: 701.388.2867 EMAIL: RHET@RHET-ARCH.COM WEB: WWW.RHET-ARCH.COM I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of Minnesota. Signature- Date- 442019 REG. NO.: 50755 iy �V cc PROJECT: B MONTICELLO APARTMENTS MONTICELLO, MN GENERAL CONTRACTOR: BUCHHOLZ CONSTRUCTION ATTN: MARK BUCHHOLZ PHONE: 701.371.1646 EMAIL: mdbuchholz@gmail.com CD CONSTRUCTION DOCUMENTS 10/7/2019 MARK DESCRIPTION DATE All plans, specifications, computer files, fleld data, notes and other documents and instruments prepared by RHET ARCHITECTURE, as instruments of service shall remain the property of RHET ARCHITECTURE. RHET ARCHITECTURE shall retain all common law, statutory and other reserved rights, including the copyright thereto. PROJECT NO: 19-100603 DRAWN BY: PA CHECKED BY: RF DRAWING TITLE: UNIT PLANS A701 C 0 4'-1 1/2" 7'-7" 5,-1» --6'-1,> 11» 5'-0" 3'-10" 2'-6" LVT ��, W.I.C. 3-0 CPT 0 I M Co I N\ 3-0 N m IN B48 0 zO I KITCHEN o 1 M. BEDROOM 10 B24 DW SB36 B24 LS N QD / �; �WC42 N 4 42 364 2 24LINEN O N VB48 N I - o ' M. BATH I 0 SV CPT 16'-5 15/16" 9'-0" 1 7'-0" 36'-0" 1 UNIT '2D' FLOOR PLAN 6 THUS A 001 SCALE: 1/4"=l' -O" 1,193 S.F. 5 i I N co RHET ARCHITECTURE RHET ARCHITECTURE, LLC ATTN: RHET FISKNESS, AIA MAIL: 901 5th AVE. S. FARGO, ND 58103 A OFFICE: 2711th ST. S. FARGO, ND 58102 PHONE: 701.388.2867 EMAIL: RHET@RHET-ARCH.COM WEB: WWW.RHET-ARCH.COM I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of Minnesota. Signature- Date- 442019 REG. NO.: 50755 iy �V cc PROJECT: B MONTICELLO APARTMENTS MONTICELLO, MN GENERAL CONTRACTOR: BUCHHOLZ CONSTRUCTION ATTN: MARK BUCHHOLZ PHONE: 701.371.1646 EMAIL: mdbuchholz@gmail.com CD CONSTRUCTION DOCUMENTS 10/7/2019 MARK DESCRIPTION DATE All plans, specifications, computer files, fleld data, notes and other documents and instruments prepared by RHET ARCHITECTURE, as instruments of service shall remain the property of RHET ARCHITECTURE. RHET ARCHITECTURE shall retain all common law, statutory and other reserved rights, including the copyright thereto. PROJECT NO: 19-100603 DRAWN BY: PA CHECKED BY: RF DRAWING TITLE: UNIT PLANS A701 C 0 A C BE L----\ L ------J LIVIN( II 3' 2'- 0" 5'- 0'> C) I 2'-6" LO PATIO 2 I 3 AS 12x FRAMINGREQ'D 15'-2" 26' 0" FOR DRYER VENT 6 4'- 0 10-8 6 10'- 8 -1 8'-11 6 4 VN 1� II � \ME7 � 00, oo„ Ln 3642 01 2442 3327 WC42 �24� 01 2442 3327 --- ----� -- - , --- "o _ 3-0 --------- 0 ---- I _� —O --- —� B36 RANGE B24 FRIG \ LS RANGED B24 FRIG `,n L 'T SV LAUNDRY N Iofi o F o l J , N j l/ 0 5'- 8 3'- 0 4'- 4 j 3, -1Ln NKITCHEN I KITCHEN M I o P cn o F tI" -d" b 5'-8 - L18 ' LL] OV6540_ --------------- N 00 D (0I I M m I BATH o cn J I J \\ � I F) co ------ F SV 3-0 ' SV I DINING DINING LVT I 1 2-6 CPT CD I I rnI m W. 1. C. o 0 _I 2.2 UNIT '113' FLOOR PLAN 6 THUS n I SIM. �� I LVT _ I t A702 SCALE: 1 /4"=1'-0" 862 S.F. rN `r 0-- 7' " CPT 3 40 011 / 13'-0" LIVING I III I 5'-0" 10'-0" \ 1 IL BEDROOM Lz \AI 1'-0" 3'-6" 3'-6" 5'-6" 13'-6" 2C-0" I 2.1 UNIT '1A -SIM' FLOOR PLAN 2 THUS A702 SCALE: 1 /4"=1'-0" 854 S.F. 2 „4" 1 N Ln LO N 0 i 4'-3"' 2'-5" 3'-0» 2'-6"4" 01 -- BEDROOM rr n II r--1 II I I II I I I II I `v I II L---� I I II I J I II F - II IL I II I I II L ---J II II II I I II II I I II LL — — — — — — — — — — — — - L _U �� I �X� I 1 3" 2'-0" 5'-0" 5'-0" 4,-4 3,-8" i ;2'-6" 10'x, 0" 13'-6» 2P-0" PATIO 3 5'-6" 2 UNIT '1A' FLOOR PLAN A 002 SCALE: 1 /4"=1'-0" N rn -I s J 9 THUS 823 S.F. 4 4 5 26'-0" 6" 10'-8" 5'-1" 9'-3" 6" VN 4� 4 N 00� �� 3042 — 30180 3042 _ 3327 3_0 z L Iz SIM. �t �`� LV SV 630 RANGE B30 FRIGU-)o vL BATH00 I \ ao Ln 6" 8'-4 1/2" 2'-0 1/2" 2'-7" 3 10" M 8'-2" W 6" i o =% KITCHEN Ln - ------------------------ 2 1.5 OPEN72 1.5 DW 1,5 - — — — - I j 0 0 I DINING I 00 - - - - - - - - - - I N III I l I I I tl o LVT CPT o I O f _ Oce 5 jl o vv L-' yI _ I ' �\ lig I r� 6' F------ 13'-0" LIVING I III I I III I I III I i I III I I III I I III I I III I I I j j I I III I I III I Lt i- l I I IL --- v CO I I 5' 6'-0" 4'-0" I 10'-0" LO PATIO 5 1/2" 3'-10" 8'-4" 4" 11 -- BEDROOM T I I II I I I II I `�t I II L---� II I I II I I II F -J II I I II r-� II I I II I I II L ---J II I I II II I I II II N - J II LL — — — — — — — — — — — — - L _J I I x I I j! 1 3'-0" 3'-6" 3'-6" i 15-6" / 26'-0" 1 UNIT '1C' FLOOR PLAN A702 SCALE: 1 /4"=1'-0" 5 5'-6" 1 THUS 854 S.F. �(0 RHET ARCHITECTURE RHET ARCHITECTURE, LLC ATTN: RHET FISKNESS, AIA MAIL: 901 5th AVE. S. FARGO, ND 58103 A OFFICE: 2711th ST. S. FARGO, ND 58102 PHONE: 701.388.2867 EMAIL: RHET@RHET-ARCH.COM WEB: WWW.RHET-ARCH.COM I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of Minnesota. Signature- Date- 442019 REG. NO.: 50755 , 1 0 1 5 cjv� c wsl?�csio� PROJECT: MONTICELLO APARTMENTS MONTICELLO, MN GENERAL CONTRACTOR: BUCHHOLZ CONSTRUCTION ATTN: MARK BUCHHOLZ PHONE: 701.371.1646 EMAIL: mdbuchholz@gmail.com CD CONSTRUCTION DOCUMENTS 10/7/2019 MARK DESCRIPTION DATE All plans, specifications, computer files, fleld data, notes and other documents and instruments prepared by RHET ARCHITECTURE, as instruments of service shall remain the property of RHET ARCHITECTURE. RHET ARCHITECTURE shall retain all common law, statutory and other reserved rights, including the copyright thereto. PROJECT NO: DRAWN BY: CHECKED BY: DRAWING TITLE: UNIT PLANS 19-100603 PA RF A702 C 0 ,,,,,,,, 50' ACCES Il EDGING, TYPICAL ROCK MULCH, TYPICAL 40' REAR YARD SETBACK �7 C 30' SIDE YARD SETBACK PROPERTY INFORMATION MONTICELLOW APARTMENTS - MONTICELLO, MN OWNER - BUCHHOLZ CONSTRUCTION ZONING = R-4 TOTAL MULTI -FAMILY LOT AREA = 8.49 ACRES REQUIRED SITE LANDSCAPE PLANTINGS CHAPTER 4, SECTION 4.1 LANDSCAPING AND SCREENING; TABLE 4-4; MULTI -FAMILY WITH (5) OR MORE UNITS; 16.0 ACI (AGGREGATE CALIPER INCHES) OF CANOPY TREES (INCLUDING AT LEAST 3 EVERGREEN TREES) PER ACRE + AT LEAST 2 SHRUBS PER EACH 10 FEET OF BUILDING PERIMETER, OR AS OTHERWISE SPECIFIED TREES 8.49 ACRES X 16 ACI = 135.8 ACI PROVIDED PER THIS PLAN SHRUB BCA DECIDUOUS SHADE TREES, 2 ACI EACH = 40 TREES X 2 ACI = 80 ACI EVERGREEN TREES, 2 ACI EACH = 26 TREES X 2 ACI = 52 ACI (8.49 X 3 = 26 EVERGREEN TREES MININIMUM) w SGM Sienna Glen Maple (Acer x freemanii 'Sienna') ORNAMENTAL TREES, 1.5 ACI EACH = 23 TREES X 1.5 ACI = 34.5 ACI REQUIRED ACI (8.49 AC) LRD = 135 ACI TOTAL TREE ACI McKay's White Potentilla (Potentilla fruiticosa'McKays White') = 166.5 ACI SHRUBS 2" CALIPER 40-50'x 20' BUILDING #1 PERIMETER LENGTH (841 LF) = 84.1 X 2 = 168 SHRUBS PROVIDED PER PLAN 55'x 60' = 80 SHRUBS BUILDING #2 PERIMETER LENGTH (946 LF) = 94.6 X 2 = 189 SHRUBS PROVIDED PER PLAN 9 = 93 SHRUBS BUILDING #3 PERIMETER LENGTH (841 LF) = 84.1 X 2 = 168 SHRUBS PROVIDED PER PLAN BO = 81 SHRUBS PARKING AREAS = 68 SHRUBS REQUIRED SHRUBS (2,628 LF) = 526 SHRUBS TOTAL SHRUBS PER PLAN = 322 SHRUBS KA ;"s"s;;"s"s;S;;;;;;;;; zrS i s i s e 's's s......... k"Wim '�.III IIII ��IID III PLANTING NOTES 1. THESE NOTES ARE FOR GENERAL REFERENCE IN CONJUNCTION WITH, AND AS A SUPPLEMENT TO THE WRITTEN SPECIFICATIONS, DETAILS, ADDENDA AND CHANGE ORDERS ASSOCIATED WITH THE CONTRACT DOCUMENTS. 2. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES PRIOR TO INSTALLATION. 3. CONTRACTOR SHALL BECOME FAMILIAR WITH THE LOCATION OF ALL EXISTING AND FUTURE UNDERGROUND SERVICES AND IMPROVEMENTS WHICH MAY CONFLICT WITH WORK TO BE DONE. 4. CONTRACTOR SHALL LAY OUT PLANT MATERIAL PER PLAN AND FACE TO GIVE BEST APPEARANCE OR RELATION TO ADJACENT PLANTS, STRUCTURES OR VIEWS. 5. ALL NEWLY PLANTED MATERIAL SHALL BE THOROUGHLY SOAKED WITH WATER WITHIN 3 HOURS OF PLANTING. 6. THIRTY DAYS AFTER PLANTING, CONTRACTOR SHALL RE -STAKE AND STRAIGHTEN TREES AS NECESSARY. 7. CONTRACTOR SHALL THOROUGHLY LOOSEN ANY COMPACTED SUBGRADES PRIOR TO PLACING TOPSOIL, TO A MINIMUM DEPTH OF 6". 8. ALL PLANTING BEDS, ARE TO RECEIVE 3" DEPTH, CLEAN, WASHED, 1 7 DRESSER TRAP ROCK MULCH OVER A 5 OZ. WOVEN LANDSCAPE WEED -BARRIER FABRIC. SUBMIT SAMPLE OF MULCH AND LANDSCAPE FABRIC FOR APPROVAL. 9. ALL PLANTS TO RECEIVE 3" DEPTH HARDWOOD WOOD MULCH IN LAWN AND ROCK MULCH PLANTING BEDS AS INDICATED BELOW; A. TREES- 5' DIAMETER B. SHRUBS - 2' DIAMETER C. PERENNIALS - 18" DIAMETER 12. CONTRACTOR SHALL MAINTAIN PLANTING BEDS AND LAWN AREAS FOR A PERIOD OF 1 -YEAR) UPON COMPLETION OF PLANTING OPERATIONS. MAINTENANCE TO INCLUDE WEEDING, HAND WATERING, MOWING, MULCH REPLACEMENT, EROSION REPAIR, PLANT REPLACEMENT, FERTILIZING AND AS ADDITIONALLY REQUIRED OR NECESSARY. 13. CONTRACTOR SHALL IMPORT ADDITIONAL CLEAN, NATIVE, SHREDDED TOPSOIL, AS REQUIRED TO FINE GRADE SMOOTH AND EVEN GRADING PRIOR TO SEEDING AND SHRUB BED PREPARATION. TOPSOIL TO, FREE OF WEEDS, RHIZONES, ROCKS, STICKS, CONCRETE, CONSTRUCTION MATERIALS AND OTHER DELETERIOUS MATERIAL. 14. EDGING TO BE COMMERCIAL GRADE, BORDER CONCEPTS OR APPROVED EQUAL, BLACK PAINTED STEEL EDGING, $' x 4" WITH FROST STAKES AND SPLICES. INSTALL SMOOTH AND UNIFORM AND PER MANUFACTURER'S RECOMMENDATIONS. 15. CONTRACTOR TO WARRANTY ALL PLANT MATERIAL FOR 1 -YEAR FROM COMPLETION OF PLANTING. REPLACE PLANT MATERIAL THAT IS DEAD OR HAS 50% OR MORE OF CANOPY NOT LEAFED OUT. 2 3 4 PLANT LEGEND SYM TREE SIZE MATURE H x W QUANTITY W SHRUB BCA Bailey Compact Amur Maple (Acer ginnala 'Bailey Compact) W m BMV w AE Acolade Elm (Ulmus'Morton') 2" CALIPER 70'x 40-50' 5 w SGM Sienna Glen Maple (Acer x freemanii 'Sienna') 2" CALIPER 60 x 40' 5 Green Mound Alpine Currant (Ribes alpinum'Green Mound') LRD Little Rebel Dogwood (Cornus alba 'Jefreb') MWP McKay's White Potentilla (Potentilla fruiticosa'McKays White') Q TNL True North Linden (Tilia american 'Duros') 2" CALIPER 40-50'x 20' 7 2 PE Prairie Expedition Elm (Ulmus americana 'Lewis & Clark') 2" CALIPER 55'x 60' 4 NAH Northern Acclaim Honeylocust (Gleditsia tricanthos var. inermis "Harve') 2" CALIPER 35-45'x 30-35' 9 CH Common Hackberry (Celtis occidentalis) 2" CALIPER 50-75'x 50' 7 BO Bur Oak (Quercus macrocarpa) 2" CALIPER 60-80'x 60-80' 3 SYM TREE SIZE MATURE H x W QUANTITY W iW ABS Autumn Brilliance Serviceberry (Amelanchier x grandiflora 'A. Brilliance') 1 1/2" CALIPER 20-25'x 15' 5 H ISL Ivory Silk Lilac (Syringa reticulata 'Ivory Silk') 1 1/2" CALIPER 25'x 15' 6 Q z SSC Spring Snow Crab (Malus'Spring Snow') 1 1/2" CALIPER 25-30'x 15' 12 W Q z IX - - - - - 0 - - - - u) SYM TREE SIZE MATURE H x W QUANTITY W OfSP Scotch Pine (Pinus sylvetris) 6' Ht. 40-60'x 30-40' 8 Z CS Colorado Spruce (Picea pungens) 6' Ht. 60'x 20' 9 ix AP Austrin Pine (Pinus nigra) 6' Ht. 50-60'x 30-40' 9 0� - - - - - w W - - - - 3 1 4 1 5 I CH ABS 2 2 ;,IA;1GDRO SEEDEDiiRA lsSSSSs;;' .... 's's's's's's's's's GMA TSY 11 3 SOD TSY DBH 3 5 DBH TSY 'SSSSSSSSSSS 1 2 ;;r TSY ;, SGM SD SSI 3 ROCK IV ULCH, TYI�ICAL FRG EDGING, TYPICAL g FS 3 • CS BCA LRD 1 FRG 3 u \ BCA S SSS%SSSS BO LRD I1 FS SOD FRG 4 100 FRO T YARD SETBACK ►° BCA 6 2 rb BUILDING #3 I b, SOD LRD 3 2 TSY;;' 1 BCA SS FRG LRD 60' -ETBA7K EASEdENT 5 3 3 7 TSY 1 I FS PE 3 1 FRG g SD SXSSSCS 3 BCA SS jSSS;SSSSS„ ';%;; jSSSSSSSS DBH 2 3 1 DBH a,,, JSOD 7 ;;i;;;�;;;, ;J'J'i;v s «MWP DKL 6 3 S}S %�/SSSSSSSSS/: I SS� �'�43��f+�9SSSSS I NAH ISL SGM I I 1 2 .>>>>3J,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,„,,,,,,,,,1,,,,,,,,;;f;;;;;:;, � rI SYM SHRUB BCA Bailey Compact Amur Maple (Acer ginnala 'Bailey Compact) W m BMV Blue Muffin Arrowwood Viburnum (Viburnum dentatum'Christom') = DKL Dwarf Korean Lilac (Syringa meyeri 'Palibin') rn 37 DBH Dwarf Bush Honeysuckle (Derivilla lonicera) FS Fritsch Spirea (Spirea fritschiana) GMA Green Mound Alpine Currant (Ribes alpinum'Green Mound') LRD Little Rebel Dogwood (Cornus alba 'Jefreb') MWP McKay's White Potentilla (Potentilla fruiticosa'McKays White') HJ Hughes Juniper (Juniperus horizontalis 'Hughes') TSY Taunton Spreading Yew (Taxus x medina 'Tauntoni') SYM SHRUB FRG Feather Reed Grass (Calamagrostis acutiflora 'Karl Foerster') Z w VH Varigated Hosta (Hosta undulata) Of SD Stella D'Oro Daylilly (Hemerocalis'Stella D'Oro') SIZE #5 CONTAINER #5 CONTAINER #5 CONTAINER #2 CONTAINER #2 CONTAINER #2 CONTAINER #2 CONTAINER #2 CONTAINER #5 CONTAINER #5 CONTAINER SIZE #1 CONT. #1 CONT. #1 CONT. N .y 40 80 Feet MATURE H x W QUANTITY 6'x 6' 21 6'x 6' 9 4-5'x 5-7' 22 4'x 34 52 2-3'x 4-5' 37 3-4'x 2-3' 32 3-4'x 34 38 Tx 3' 33 15” x 6-8' 38 3-4'x 4-6' 40 MATURE H x W QUANTITY 4'x 2' 54 V x 2.5' 6 15" x 24" 12 SOD HYDROSEEDED LAWN ROCK MULCH DETENTION POND NATIVE GRASS SEED MIX 5 RHET ARCHITECTURE RHET ARCHITECTURE, LLC ATTN: RHET FISKNESS, AIA MAIL: 901 5th AVE. S. FARGO, ND 58103 OFFICE: 27 11th ST. S. FARGO, ND 58102 PHONE: 701.388.2867 EMAIL: RHET@RHET-ARCH.COM WEB: WWW.RHET-ARCH.COM Hanson Design Associates, LLC Landscape Architecture 2415 3rd Street North Fargo, North Dakota 58102 ph 701.298.8392 LANDSCAPE ARCHITECT 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 Landscape Architect under the laws of the State i nesota. Print N--amttenn � Signatl�]�,J \yy"" - t``t/l!�y Date dt -- I irpnnsep# 25623 d of Architecture, Engineering, urveying, Landscape Architecture, Geoscience And Interior Design Telephone 612/296-2388 PROJECT: MONTICELLO APARTMENTS MONTICELLO, MN GENERAL CONTRACTOR: BUCHHOLZ CONSTRUCTION ATTN: MARK BUCHHOLZ PHONE: 701.371.1646 EMAIL: mdbuchholz@gmail.com CD CONSTRUCTION DOCUMENTS 10/2/2019 MARK DESCRIPTION DATE All plans, specifications, computer files, field data, notes and other documents and instruments prepared by RHET ARCHITECTURE, as instruments of service shall remain the property of RHET ARCHITECTURE. RHET ARCHITECTURE shall retain all common law, statutory and other reserved rights, including the copyright thereto. PROJECT NO: 19-100603 DRAWN BY: JH CHECKED BY: JH DRAWING TITLE: PLANTING PLAN C 0 E.0 .0 1.8 1.3 r i I \ I �I I .0 1.1 1.3 1.3 1'1 1� I I 1.2 1.5 1.6 1.2 1.6 .0 Jy II IIIIIIIIIIIIII -J lllillllllllllll 1.2 1.5 1.8 1.7 r 1.2 1.6 1.2 .0 0.0 1.2 1.5 1.3 1.7 1.9 1.0• A L l � I 1.2 1.4 1.3 1.7 .o l L T I 1.0 1.1 1.5 1.7 1:9-- I.J _ 1 1.7 1.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 PROPERTY SINE 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.6 0.6 0.6 0.6 0.5 0.5 0.4 0.4 0.4 0.4 0.5 0.6 .6 0.6 0.6 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.2 0.2 0.2 0.1 0.6 0.6 0.6 0.6 I 0.6 0. 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WALPAK2C-030UNV740-CO 3 LEDVANCE LLC. WALPAK2C-075UNV740-CO PARKING LOTS PROPERTY LINE WALL PACK CUTOFF 30W 380OLM LED NOM., 4000K WALL PACK CUTOFF 75W 9000LM LED NOM., 4000K Wattage 27.1 75.1 Plan View Scale - 1" = 35ft .o 0.0 0.0 '0.0 0.0 0.0 0.0 0.0 0.0 ■ ce�Z ~_ LU �O.j OJ W W =V� a~� W Z Z X00 I Designer Date 10/8/2019 Scale Not to Scale Drawing No. Summary MAPPING LEGEND STORM SEWER MANHOLE SANITARY SEWER MANHOLE CATCH BASIN HYDRANT WATER VALVE LIGHT POLE UTILITY POLE UTILITY PEDESTAL UTILITY METER TREE BURIED ELECTRIC LINE BURIED TELEPHONE LINE BURIED GAS LINE OVERHEAD POWER LINE WATER LINE STORM SEWER PIPE SANITARY SEWER PIPE CONC. CURB 8 GUTTER PROPERTY LINE SURVEYED MAJOR CONTOUR SURVEYED MINOR CONTOUR COUNTY LIDAR CONTOUR CONCRETE BITUMINOUS r cN> ORIENTATION OF THIS BEARING SYSTEM IS BASED ON THE STEARNS COUNTY COORDINATE SYSTEM NAD 83 (1996 HARN ADJ.) P -BUR T -BUR G G- -OHr OHP- 1 1- 960 -- 960-------- - - 960 ------- V. Lu ULJ \ I ........ ` ` SURVEY❑ 0-960 I evv - - - - - - - -1/- - - - - - - - -- - I �/ \ / \ \ \ \`` a • . ........... .. .. ') /' -� RIM= 960.15 � -_ 96 RIM= -%112 / I INV N= 956.15 / / I \ 0 w 9 INV S= 955.75 INV E= 950.20 /' ' South tine the North 586.37 feet of the N1 /2 NW1 /4 _ oune o Permanent Easement for street, / INV W- 950.15 utility, and drainage purposes �' / -- ---- j l w :: ' : : • • : per Doc. No. 845654 i _ ---- 88'4724"837.97 --- - - - - - / RIM 959.70 / S W 962 '� \ » . INV= 955.90 , \--------9 > T� - - - - - "` (12" RCP) / / - 64, ---- U \ c ' .•;• y; . �. • :. , - - - --------- RIM= ---- - - - RIM= 957.75 I = \ RIM 961.12 Q RIM- 958.73 960 INV 956.6 INV N= 953.65'. _ RIM= 961.00 _ z C / : ' . •: : . • .:'' INV= 955.63 _ 9 �2• RCP) - !i..' . •..' . 78" . • .... Vic`:' ::::' : •..' .:.' • ..:• . INV S- 953.55 6Q _ ,:.' : :.' :...:....:.... ''�'.: ';.':' ::.` RIM= 96 4.60 w C - -- - \. U :w. .'.� .• .': .• . � .' :.'.::.'.� . � .'.� :� .'.� :• .'. :'•:.•'':' __--.rel. �'-:''.. ' :.. , RIM 959.94 -•-�-1' �. � .INV- 9604 z V I - Air valve MH FM � ,-,-,-,-,-,--rG• • • CL • i •1 i l l ':•r•' :~16"DIP � O ' : .. .. •... h ,�..•...•..•.. RIM -.964.88: .•: .•: CO sr .. �... ' . ..' • R 26, .. ' ....' . •. ' ..- .. RIM- 96 >.26' .:.`:' ::.`:' ::.`:' ::.`:' ::.` :..:..'::;':'::::'::::': SEA ROAD':':.:.. B Pvcs� >�'.:.'::.: ` :.::':$"PVC SDR26':• : Z CO / _ CHEL ': = I': ' �._ . • ss M > sr'' 8' RCP-:-.'.-' - - ..: .. :. T _ „ RCP ::." ' <- . •<' . :. Forcemain location per .: : •:.' : •:. : •:. : .' :21. v? ss - p �.•_ \ " - ,' ' • :cit as built drawines .� .�.:.�.:n:.��: �.�. .:• :� .:• :• ..• .• .. �.:.• .�::• :•.• :• .•:::.�::� .� � ._��: �.::.�:._ �•-:� :'-�• ' - -- - - �B�IR .,.; .•:: � � - w „ g 1 ° :. • :. • :. • :. • : "RCP:'... ..Y :�. . • - \ 1 ... cemain2�th� :' : L •alar ir:n rm / 4 C Fo 18 sr > . , . . , . 2T' RCP . . ,- - - --- I� 6" ft 16" PVC For t 1 t, rcem RCP.. Cleanout MH (FMj`; .`�V awns �.•.c,.•Q alp - _ / : i' �..... ....... '.':.':'.':.' .'.':.' ' _ 12 RCP - M 1 _BUR _ - - - / -. _ IP -BUR• ,P-BUH• ,BUR \ •��' 9p•'t BUR _ r 'isu _ _ \ ' 4-22- - - - _ .�. e. .e-Y-tlL1H l - - I\'l - - - / --� Z I 2 �.x: • r-tl�. - -= Elec. Trans. - 9. l CB -N79°58• x-27,3,85 P-�':. r=�U�i....i/.j:---------------------------------957. � \ Concrete Sidewalk � m q� .o Q..,::=:-�=25°40'48" 6.. Gate valve (FM) 14 CH R= 698,00 _ -_- _ - - - - - - - - - - - - - - - - - ---- 7' 24" W 643.05 I \\ = p o, L= 344.45 .' W =272 - - 3 _ --- - ---588°4 j (1 962.18 :z. ��). 16"Gate valve(FM) 09 c ,'------ ------- -----952_ \\ \ �\ (15" RCP) I R=768.51 J ' \ FL=953.02 �\ ice, I I / / / :0,• = CB= S12°54'44"E � __ -- Drainage Basin -------' 456---� ,-'� /� //I-Qa'. CH= 341.57 �. / --- - 95313------------ SS6- £S6 956_; �, /, I a I �.• Og6 a I „ I'l , RIM= 960.84 '1 f w� ".' • e• / vim_~ • � a ''� /�/ 1 � ml I Q • •I �I ... .. .. ...... .. ....... ...... •ss •• � c.� ••ate, / I I �• � \ ' ... RIM= 959.93 INV W= 955.63 INV S= 955.73 / RIM= 959.89 - INV= 956.09 0 60 120 Easterly line of Cedar Street f/k/a� Old State Highway No. 25 SCALE IN FEET I / y 16.06 / 96 , I R,r: Southerly line of Edmonson Avenue NE - / , - \ ' d a/k/a County Road No. 117 ,' qb --- 696----__----- '� �qb 1 --- RIM= 964.07 I I 1 i INV- 949.42 � I - - \ I I \ I T 41 �:': • :; b qb Approximate stub locatations� `� \ �' ,' per city as -built drawings »- �� Westerly line of Edmonson Avenue NE / �' ,' I 1 :•' a/k/a County Road No. 117 '!i.•.'' '.'.. � I / �' I I /` " I '.':. '.'•':•tip I A. RIM= 960.85 / L /pI - - - - - - - - - - - - - i/ - - - - - RIM= 960.84 : ss INV W= 953.84 `(/'/ ✓. INV E= 953.94 N :;• q / ,'N 00°27' 00"/E- -.! ..,.' :. si"" / 37/:04 j •_:• $o• - S 27'46'24" W.._t: 75.2 OH"' Street Light Cabinet RIM= 961.76 i INV W= 954.66 / INV E= 954.76 N -------------- q`� q i, Survey Datum is based on NGS Control Station "8605 J" Northing - 216092.167 Easting - 522403.197 Elevation- 959.25 FL= ±954.21 (15" RCP) OHP Wooded HORIZONTAL DATUM: Benton County Coordinates (NAD83, 2007 Adjustment) 1 \ VERTICAL DATUM: NAVD 88 `% -4 CD �I� (' CL 06 b W -o - I I I Z �Rz° \\\ qb // / a O o : j 67 C9 \� / / co I I I _�_ - __ - - - - - - - - - 96G \ aan m z �O 0) o It N a; w�a00 o 0 of 0 O W U co W > ❑ z z Z z�w0 �l o J W Q W J V a❑ H Q Q o ==C')0) w H W W C �0�2 am 0 z I}im❑C 2 a U ¢ Q J U Q - w m w Q ~ N U. W ❑ ❑ c E r a m =�QD in in p O� =o OZ 0 Q° wz = 100U N - W d o Z� N O o m C.) :h z C1 Fn rc F O Q W V1 W wz Z \ JZrc Z W W U z C W W > W0 z m W �Ir Y� ------- 1 S96 ' I 1 LSI :' � I /' ... �+ >•: W N 4-J N //� 1201 II ..'..... ... / - -...._ - v Ln South line of the Ni /2 NW1 /4 I I - -- - - - - - - -� ' - - C N z.:... South line of the N1/2 NW1/4 I I �. ---__------' C Potential Encroachment %I O - � > N Z96 - �' �qb (Sanitary Sewer Line) I 1 �'I' I - - ckn - _ _ _ £96 - _ nh _ _ - - _ _ _ ,297.04 Line not located I z' �� - - 964 - - ""' O _ _4.725.95 �'' - o - - - - - - / - / 1 i OHf OHf �OHPI I 5- � _ ... }-j 309.65 - ------- - - -- L�yU OH^ -OHP l/, nuo - --UHP V4b OHP OH^ HP -- -- -- .^.HP OHP - - -OHP--- OFC' OHP OH- i OHP OHP \ \\ 41 L L#1 \ : _- - ,,,., --__-__--- I �'� I - 963 - - - - N 89°00' 49" E 1332.64 --- i - - - - - - - --- � I r I� i% RIM= 963.4 I �' INV= 950.7$ / -• •' ' '••' O O on N U � r- 4.1IV /-' W •❑. -6 LA . • • •: Cultivated fieldj � co C 0 Q0 V IV 0 V on o O C � L House -J LO 4u' N 1� �LLI �c lii/1111111% o� v W U U O V ' J - - - - - - - - I ---------- 964 - - - , - - - qb�' - - - - . \ 962 i / SURVEYOR'S NOTES: The utilities shown hereon represent those identified during the field survey LEGEND OF PROPERTY BOUNDARY SYMBOLS operations and the record drawings provided by the utility owner for this project, I if any. Utilities were physically marked via Gopher State One Call Ticket Number I O SET IRON PIPE WITH CAP STAMPED "DELEO 40341" 192685020. Kramer Leas DeLeo, P.C. makes no warranties as to the locations, depths, or types of any utilities within the area shown hereon. User(s) of this 0 FOUND IRON MONUMENT map survey or plan are responsible for locating all utilities prior to any ® SET MAGNETIC "PK" NAIL excavation, tunneling, drilling, or driving of objects into the ground. This survey was performed in conjunction with First American Title Company's Commitment for Title Insurance dated 04-02-2018 as provided by the client. 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The Land Use Plan, in turn, provides the framework for how land will be used to help achieve the future vision for Monticello. The Land Use Plan seeks to reinforce desirable land use patterns, identify places where change is needed and guide the form and location of future growth. The Land Use Plan for Monticello was shaped by a variety of factors, including: ► Community input gathered through public workshops and Task Force discussions. ► The existing built and natural environment in Monticello. ► The vision for Monticello's future. ► Factors described in the Community Context chapter of the Plan. ► Systems plans for transportation, sanitary sewer and water supply. This represents a departure in form from the 1996 Comprehensive Plan. The 1996 Plan included the land use plan as part of a broader Development Framework section. The 1996 Plan described Monticello's land use plan by general district of the community as a means of attending to the unique issues in each district. The 2008 Update of the Comprehensive Plan establishes a separate land use chapter consisting of the following components: ► A section on Future Growth describes the implications of future resident growth and the amount of growth anticipated by the Plan. ► The Land Use Plan Mau (see Figure 3-2) shows the land uses assigned to each parcel of land. ► Land Use Categories further explain the Land Use Plan by describing the land uses depicted in the Map. This section includes land use policies describe the objectives that Monticello seeks to achieve through the implementation of the Land Use Plan and the supporting elements of the Comprehensive Plan. ► Focus Areas provide a more detailed discussion of characteristics, goals and policies for key areas of the community. 2008 Comprehensive Plan — Updated 2014 Land Use 1 3-1 Future Growth In looking to the future, Monticello must not just consider the qualities of the future community, but also the nature of growth. Assumptions about the amount and pace of future growth are important parts of the foundation for the Comprehensive Plan. Growth has several important implications for the Comprehensive Plan: ► Growth projections are used to plan for the capacity of municipal utility systems. ► Growth projections are used to create and manage finance plans for capital improvements. ► The school system uses growth projections to forecast enrollments and to plan for programs and facilities. ► Market studies use growth projections to analyze the potential for locating or expanding businesses in Monticello. ► The characteristics of growth influence the amount of land needed to support this development. ► Growth adds trips to the local street system. ► Assumptions about growth influence the policies and actions needed to implement the Comprehensive Plan. For these reasons, it is essential that the Comprehensive Plan state assumptions of the nature of future growth. A challenge in forecasting future residential development is that the Comprehensive Plan influences, but does not control, the factors that determine where people live. These factors include: ► Quality of life. ► Access to employment. ► Availability of desired housing and neighborhood options. ► Affordability. ► Competition from other places in the region. Given these uncertainties, the Comprehensive Plan seeks a balance between optimism and prudence. For many reasons, the Plan should not significantly understate the growth potential of Monticello. The balancing force lies with the implications of assuming Figure 3-1: Growth Trends and Projections 300 256 250 2az 223 22 208 200 - 67 150 150 150 150 150 150 150 +Actual 150 - 130 t projected 110 100 - 90 77 70 +\ 50 50 \- 30" 0 000 ti1 00'L 000 00$ 0,�0 01'1, Oyb 010 0.�0 0.1,0 ti ti ti ti ti ti ti ti ti ti more growth than is reasonable. The chart in Figure 3-1 shows the projection of future residential growth assumed in the Comprehensive Plan. The projections assumes that the rate of growth slowly rises over the next five years and continues at a level of 150 units per year from 2012 to 2020. This amount falls below the 229 units/year average for 2001 through 2005. This rate of growth is intended to reflect several factors. Monticello will remain a desirable place to live, attracting both builders and residents. Housing market conditions will improve from the weaknesses experienced in 2006 and 2007. A combination of market conditions, local policy objectives, and changing demographics may reduce the potential for achieving and sustaining higher rates of residential growth. Slower future growth reflects the belief that achieving the objectives of the Comprehensive Plan, in particular seeking more move up housing, will result in less development than in previous years. Growth Policies 1. The City will consistently review recent development trends and update growth projections to serve as a basis for public and private planning. 2. Over the life of this Comprehensive Plan, growth will occur within the boundaries of the current municipal boundaries and the Orderly Annexation Area. 3. Future development should be guided to locations that utilize existing infrastructure and locations 3-2 1 Land Use City of Monticello that facilitate the construction of street and utility systems that meet the objectives of the Comprehensive Plan. 4. The Comprehensive Plan does not anticipate action by Monticello to annex or extend utility systems to property immediately north of the Mississippi River. Development in this area will place additional traffic on STH 25 (particularly in the Downtown area) and channel investment away from other parts of the City, especially the Downtown. Land Use Plan Map The Land Use Plan Map (shown in Figure 3-2) shows the desired land use for all property in Monticello and the Orderly Annexation Area The land use plan depicted in this map builds on the previous community planning in Monticello. The Comprehensive Plan uses the Land Use Plan to define the broad land use patterns in Monticello. The Land Use Plan seeks to: an effective land use management tool requires a definition of each land use. These definitions provide a common understanding of the basic characteristics of each category used in the Land Use Plan. The 1996 Plan relies on three basic categories of private land use: residential, commercial and industrial. Each of these categories is further divided into subcategories that distinguish between the character, type and intensity of development desired in different locations. The 2008 update of the Comprehensive Plan uses a different approach to achieve similar land use patterns. The Land Use Plan map depicts series of "places" for private development: Places to Live, Places to Shop, Places to Work, and Downtown. This approach is based on the following rationale: ► These broad categories more clearly illustrate the pattern of development and the plan for future growth. ► Although residential land uses vary by type and density, they share many public objectives. ► Organize the community in a sustainable ► This approach makes a more enduring manner. ► Make efficient use of municipal utility systems and facilitate the orderly and financially feasible expansion of these systems. ► Provide the capacity for the type of growth desired by the community. The Land Use Plan Map is only one piece of the land use plan for Monticello. The other parts of the Land Use chapter of the Comprehensive Plan work with this map to explain the intent and objectives for future land use. Further, this map lays the foundation for land use controls that are used by the City to implement the Comprehensive Plan. Land Use Categories The Land Use Plan Map uses a set of specific categories to guide land use in Monticello. One element missing from the 1996 Comprehensive Plan was a description of the land use categories shown in the Land Use Plan. The ability to use the Comprehensive Plan as comprehensive plan. The Plan can guide an area for the appropriate land use without the need to predict future community needs and market forces. ► The Plan relies on policies, land use regulations, performance standards and public actions to provide a more detailed guide for land use and development. This approach conveys more flexibility and control to the City Council and the Planning Commission. Role of Zoning Regulations Zoning regulations play a critical role in implementing land use plans in Monticello. State Law gives zoning regulations priority overthe Comprehensive Plan. If land uses are different, zoning regulations control the use of land. Zoning regulations are particularly important in the application of the land use categories in the Monticello Comprehensive Plan. The "places to" land use categories set forth a broad and flexible land use pattern for Monticello. Zoning regulations (and other land use controls) will be used to determine the appropriate location for each form of development and other regulations on the use of land, consistent with policies of the Comprehensive Plan. 2008 Comprehensive Plan — Updated 2017 Land Use 1 3-3 Figure 32Land Use Pian Ma | )� cot, / # 10 E2 , � ■ )\ , V A _ a. ` { ] ! r ! f -o - }\ U) �k / ,ƒ } $\ \ �\ )27)!$_(k!{ JC, 00 LU(L! \�� }��/�❑��/Z�\ , 3-4 1 [and use City of Monticello � ■ ,ƒ } ---.w \ \ - \ \ ] (\ . { 3-4 1 [and use City of Monticello Figure 3-3: Land Use Plan - Places to Live w '. �. +�r Y The remainder of this section describes the categories used in the Comprehensive Plan in greater detail. Places to Live The Comprehensive Plan seeks to create and sustain quality places for people to live in Monticello (see Figure 3-3). This category designates areas where housing is the primary use of land. The emphasis behind Places to Live is to help ensure that Monticello offers a full range of housing choices, while preserving and enhancing the quality of neighborhoods. Although a single land use category, Places to Live does not suggest housing is a homogenous commodity or that any type of housing is desirable or allowed in any location. • r � r r � � r � � � � j � Y IP-k� L... When someone says "house" the most common image is a single family detached dwelling. This housing style is characterized by several features. There is a one-to- one relationship between house and parcel of land - the housing unit is located on a single parcel. The house is not physically attached to another housing unit. The housing is designed for occupancy by a single family unit. The typical neighborhood in Monticello is made up exclusively of single family detached homes. The primary variables become the design of the subdivision, the size of the lot and the size and style of the dwelling. Many older neighborhoods in Monticello (north of Interstate 94) were built on a traditional grid street system. Over the past thirty years, development patterns have moved to a new suburban curvilinear 2008 Comprehensive Plan — Updated 2017 Land Use 1 3-5 pattern, characterized by curvilinear street layout with the use of cul-de-sacs. A variety of factors, including consumer preference and housing cost, have increased the construction of attached housing in recent years. Duplexes, twin homes, quads and townhomes are common examples of this housing style. Although the specific form changes, there are several common characteristics. Each housing unit is designed for occupancy by a single family. The housing units are physically attached to each other in a horizontal orientation. Places to Live will include some neighborhoods designed to offer a mixture of housing types and densities. Mixed residential neighborhoods create a pattern that combines single-family detached housing with a mixture of attached housing types. Using good design and planning, these mixed residential neighborhoods can achieve a higher density without compromising the overall integrity of the low-density residential pattern. This integration strengthens neighborhoods by increasing housing choice and affordability beyond what is possible by today's rules and regulations. It also avoids large and separate concentrations of attached housing. It enhances opportunities to organize development in a manner that preserves natural features. A complete housing stock includes higher density residential areas that consist of multi -family housing types such as apartments and condominiums. In the near term, the Comprehensive Plan does not anticipate expanding the existing supply of higher density housing. It is likely that Monticello will need additional higher density housing to: ► Provide housing suited to the needs of an aging population. ► Facilitate redevelopment in the Downtown or in other appropriate locations of the community. ► Provide housing needed to attract the work force required to achieve economic development goals of the City. Higher density residential land uses should be located and designed to be compatible with nearby residential or mixed uses, on lots able to accommodate larger buildings and added traffic generation. In addition, siting factors for high density residential uses will prioritize access to services and amenities including public utilities, parks, trails and open space, and commercial and/or medical services. It will be important, when considering potential designation of high density housing development, that the parcels meet the specific standards of the zoning district, and such development can be accommodated in accordance with the policies in this Plan. While these comments and the comments in the zoning ordinance are intended to be instructive they are not necessarily the only factors that might come into play on specific properties. Policies - Places to Live The Comprehensive Plan seeks to achieve the following objectives for residential land use in Monticello: 1. Provide a range of housing choices that fit all stages of a person's life -cycle (see below). 2. Support development in areas that best matches the overall objectives of the Comprehensive Plan. 3. Develop quality neighborhoods that create a sense of connection to the community and inspire sustained investment. The Comprehensive Plan seeks to maintain the quality and integrity of existing neighborhoods by encouraging the maintenance of property and reinvestment into the existing housing stock. Changes in housing type should be allowed only to facilitate necessary redevelopment. 4. Create neighborhoods that allow residents to maintain a connection to the natural environment and open spaces. 5. Seek quality over quantity in residential growth. Achieving the objectives for quality housing and neighborhoods may reduce the overall rate of growth. 6. Reserve areas with high amenities for "move up" housing as desired in the vision statement. These amenities may include forested areas, wetland complexes, adjacency to parks and greenways. Some of the City's policy objectives require further explanation. 3-6 1 Land Use City of Monticello Figure 3-4: Life Cycle of Housing Supply u l lul III IL-1 U, MIK I Life Cycle Housing Housing is not a simple "one size fits all" commodity. Monticello's housing stock varies by type, age, style and price. The Community Context chapter of the Comprehensive Plan describes the characteristics of the housing stock based on the 2000 Census and recent building permit trends. The concept of life cycle housing recognizes that housing needs change over the course of a person's life (see Figure 3-4). Young adults may not have the income capacity to own the typical single family home. This segment of the population often seeks rental housing. Families move through different sizes, styles and prices of housing as family size and income changes over time. With aging, people may desire smaller homes with less maintenance. Eventually, the elderly transition to housing associated with options for direct care. As noted in the Vision Statement, Monticello's population will continue to become more diverse. This diversity will be seen in age, race, culture and wealth. These factors will influence the housing needs of Monticello. The Comprehensive Plan recognizes these differences and seeks to create a balanced housing supply that encourages people to move to and stay in Monticello. This balance may not be achieved solely by market forces guided by this Land Use Plan. Actions by the City may be needed to promote the creation of housing in underserved segments of the market. Neighborhood Design A priority for the community is diversification of the housing stock by providing more "move up" housing. In this context, the term "move up" housing refers to larger homes with more amenities in structure and setting. This type of housing may not be exclusively single-family detached or low density. Attached forms of housing with medium or high densities may meet the objectives for move up housing in the appropriate locations. In this way, the objectives for move up housing and life cycle housing are compatible and supportive. While every community wants a high quality housing stock, this issue has particular importance in Monticello. It is a key to retaining population. Without a broader 2008 Comprehensive Plan — Updated 2017 Land Use 1 3-7 variety of housing options, families may encouraged to leave Monticello to meet their need for a larger home. It is a factor in economic development. One facet of attracting and retaining professional jobs is to provide desirable housing alternatives. It must be recognized that creating move up housing requires more than policies in the Comprehensive Plan. The Comprehensive Plan provides a guide for achieving the desired results. The desired outcomes require private investment. This investment occurs when demand exists or the City can provide an incentive to attract investment. Part of attracting move up housing comes from creating great neighborhoods — places that will attract and sustain the housing options sought by the City. Neighborhoods are the building block of Places to Live in Monticello. The goal of the Comprehensive Plan is to create and maintain attractive, safe and functional neighborhoods. The following policies help to achieve this objective: Neighborhoods should incorporate the natural characteristics of the setting. Trees, terrain, drainageways, and other natural features provide character to neighborhoods. 2. Housing should be oriented to the local street, minimizing access and noise conflicts with collector streets. 3. The City will use public improvements to enhance the appearance and character of a neighborhood. Some examples of improvements that define an area include streets with curb and gutter, trees in the public boulevard, street lighting systems, and storm water ponding. 4. Sidewalks, trails, and bikeways will connect the neighborhood to other parts of the community. 5. Every neighborhood should have reasonable access to a public park as a place for residents to gather and play. All of these elements work together to create a desirable and sustainable place to live. Figure 3-5: Relationship Between Development and Natural Features - Parkway Figure 3-6: Relationship Between Development and Natural Features - Trail Corridor 9 T7 7i- I I -F Balancing the Built and Natural Environments The natural amenities of the growth areas (west and south) in Monticello should serve as a catalyst for residential development. The Bertram Chain of Lakes Regional Park offers the dual assets of natural features and recreational opportunities. Lakes, wetlands and other natural amenities exist throughout the orderly annexation area. Studies have shown that parks and open space have a positive economic effect on adjacent development. An article published by the National Park and Recreation Association states that "recent analyses suggest that open spaces may have substantial positive impacts on surrounding property values and hence, the 3-8 1 Land Use City of Monticello Figure 3-7. Example of Conservation Design Development • OPEN SPACE DESIGN Pastures Equestrian Facility }- Wetlands Enhancements ~ - Conservation Easements yt - Central Park w -- - 27 Acre Park South of Lake 4 NEIGHBORHOOD FEATURES ' + - Central Park Northeast Neighborhood Green South Neighborhood Green Association Dock and Park ru property tax base, providing open space advocates with convincing arguments in favor of open space designation and preservation." Balancing the built and natural environments should provide a catalyst to the types of development desired by the City and in the expansion of the property tax base. In attempting to meet residential development objectives, the City should not lose sight of long-term public benefit from access to these same natural areas. The original development of Monticello provides an excellent illustration. The majority of the riverfront in Monticello is controlled by private property. Public access to the River comes at points provided by public parks. A well known example of balancing public use with private development is the Minneapolis chain of lakes and Minnehaha Creek. Public streets (parkways) and trails separate neighborhoods from the natural NORTHWEST NEIGHBORHOOI ' 4? Total Housing Units: 98 Semi -Custom, Single -Family Homes Lot Width: 82' Minimum Lot Size: 9,900 to 16,000 Sq. Ft. t 7 dL House Sq. Ft: 2,400 to 4,800 Sq. Ft. Price Point Packages: $450,000 to $650,000 3 %fNORTHEAST NEIGHBORHOOD Total Housing Units: 66 Custom, Luxury Twin Homes i Lot Width: 45'x 90' Twinhome 311114. Lot Size: 4,050 Sq. Ft. House Sq. Ff.: 2,800 to 3,800 Sq. Ft. Price Poinf Packages: $475,00010 _w$750,000 godT r �J features, preserving public use and access. These neighborhoods are some of the most desirable in the region, demonstrating that public use and private benefit are not mutually exclusive. The figures on the previous page show two options for integrating housing, natural features and public use. Figure 3-5 is the parkway concept. An attractive street forms the edge between the park (or natural area) and the housing. A multi -use trail follows the street while homes face the street and draw on the attractiveness of both the parkway and the natural amenities. The alternative is to use a trail corridor to provide public access to these areas (see Figure 3-6). The trail follows the edge of the natural area. Access to the trail between lots should come at reasonable intervals. There are a variety of real world examples of how Minnesota cities have used conservation design strategies to promote high quality development and 2008 Comprehensive Plan — Updated 2017 Land Use 1 3-9 preserve the natural environment. The illustrations in Figure 3-7 shows elements of the Chevalle development in Chaska. Using open space design and rural residential cluster development techniques, HKGi's concept plan provides for a variety of housing options while preserving a majority of the area as permanent owner. This relationship may include a third party property manager retained by the owner to perform maintenance duties. Owners of attached housing may act collectively through a homeowner's association. In multiple family rental housing, the tenants have no direct responsibility for property maintenance. This open space, including public and common open discussion does not imply a preference, but is intended spaces. Amenities would include access to protected solely to highlight the differences. This understanding open spaces (lakeshore, woods, meadows, pastures, wetlands), walking/biking trails, equestrian trails and facilities, common outdoor structures and an environmental learning center. The experience of other cities and developments can guide future planning and decision making in Monticello. Attractive Places Attractive physical appearance is one of the most common attributes of Places to Live in Monticello. Attractiveness is a combination of design, construction and maintenance. These characteristics apply to buildings and sites. Attractiveness is relevant for both private and public property. Attractiveness reflects individual pride in property as well as an overall sense of community quality. The City may use a variety of regulatory tools to influence the potential for attractive neighborhoods: ► Building codes and additional regulations to promote quality construction. ► Subdivision regulations control the initial configuration of lots. ► Zoning regulations establish limitations on the size of lots, placement of the house on a lot, relationship of structure size to lot area, and building height. ► Nuisance ordinances enable the City to prevent and correct undesirable uses of property. ► Other City regulations control other ancillary uses of residential property. Maintenance of property is a factor in sustaining quality neighborhoods. The tenure (form of ownership) influences the responsibility for housing maintenance. The owner -occupant of a single family detached home is solely responsible for the maintenance of building and grounds. If this same home is rented, maintenance responsibilities are often shared between tenant and becomes relevant when public action is needed to address a failure of the private maintenance approach. Nuisance ordinances are one tool used by the City to address failures in private maintenance and use of property. Economics also influences property maintenance. The greater the portion of income devoted to basic housing costs (mortgage/rent, taxes, utilities), the less money available for maintenance activities. Maintenance can be deferred, but not avoided. If left unchecked, this cycle of avoided maintenance produces negative effects. Safe Places Safety is frequently identified as the most desired characteristic of Places to Live. Several aspects of the Comprehensive Plan and city government influence safe neighborhoods. 1. The City will encourage existing neighborhoods and develop new neighborhoods where people are involved in the community, interact with their neighbors and support each other. 2. The City will design, build and maintain a system of streets that collects traffic from neighborhoods, allows movement within Monticello to jobs, shopping and other destinations and minimizes traffic that "cuts through" neighborhoods on local streets seeking other destinations. 3. The City will provide, directly or by contract, services needed to protect people and property. 4. The City will support the Land Use Plan with a water supply that provides clean water at pressures needed to support fire suppression. 5. The City will protect the natural environment by requiring new development to connect to the sanitary sewer system and by adequately treating all municipal wastewater. 3-10 1 Land Use City of Monticello 0 0 Figure 3-8: Land Use Plan - Places to Work &W&aM # # I +0 025 0.5 , _� Miles ■; f —S——R,$Mrb.,County,W gh1 C .Iy, and WSB &Assooa , 0—b- The City will provide water that is safe to drink by protecting water supply sources. Places to Work This land use is primarily intended for industrial development. Places to Work seeks to provide locations for the retention, expansion and creation of businesses that provide jobs for Monticello residents and expansion and diversification of the property tax base. In order to be a center of employment with a wide range of job opportunities, it is critical that Monticello preserve sufficient land for Places to Work over the next twenty-five years. These land uses can be one of the most challenging to locate because of its need for + A avL.A& J—'�N4�410. convenient transportation access and influence on surrounding land uses. In planning for future Places to Work, the Comprehensive Plan considers the goals of the community; what type of industrial development is sought; and what factors should be considered when locating an industrial land use. In planning for sustaining existing businesses and attracting new development, it is necessary to understand why Places to Work are important to Monticello. The objectives for this land use include: ► Expanding and diversifying the property tax base. ► Providing jobs with an increasing opportunity for people to work and live in Monticello. 2008 Comprehensive Plan — Updated 2017 Land Use 1 3-11 Figure 3-9: Land Use Plan - Places to Shop -I + Nr .E 0 0.25 0.5 1 1040 —� Miles ■ �; ■ - a 131 * *.*+ f — D- S— M DNR, She b— Oowty, Wnght Cowry, and WSB &Assooates October 12, 2017 � \ °I ,i Palo [9(w . ► Promoting wage levels that provide incomes establishment of business campus settings that needed to purchase decent housing, support local provide a high level of amenities, including businesses and support local government services. architectural controls, landscaping, preservation of ► Take advantage of opportunities to attract natural features, storage enclosed within buildings, companies that have a synergy with existing and other features. The zoning ordinance, companies in the community, including suppliers, subdivision regulations and other land use controls customers and collaborative partners. will also be used to create and maintain the desired business campus settings. ► Encouraging the retention and expansion of existing businesses in Monticello. 3. Places to Work supports the City's desire to attract businesses that complement existing businesses Policies - Places to Work or benefit from the community's infrastructure, 1. The City will use the Comprehensive Plan to including power and telecommunications. designate and preserve a supply of land for Places 4. The Comprehensive Plan also recognizes that to Work that meets current and future needs. Places to Work should provide locations for 2. Consistent with the vision for the future of other general industrial development in the areas Monticello, the Land Use Plan promotes the 3-12 1 Land Use City of Monticello of manufacturing, processing, warehousing, distribution and related businesses. S. Places to Work may include non -industrial businesses that provide necessary support to the underlying development objectives of this land use. Examples of supporting land uses include lodging, office supplies and repair services. Additional public objectives and strategies for Places to Work can be found in the Economic Development chapter. Places to Shop Places to Shop designate locations that are or can be developed with businesses involved with the sale of goods and services. Places to Shop may include offices for service businesses. Places to Shop guides land uses The Comprehensive Plan describes issues, plans and policies related to the Downtown in several sections of the Plan. between the commercial parcel and adjacent residential uses. that are both local and regional in nature. These policies help to create sustainable locations for Policies -Places to Shop Places to Shop in a manner that enhances Monticello. In guiding land uses for Places to Shop, the Downtown Comprehensive Plan seeks to: 1. The Comprehensive Plan seeks to attract and retain businesses that provide goods and services needed by Monticello residents. 2. The Comprehensive Plan seeks to capture the opportunity for commercial development that serves a broader region. Places to Shop with a regional orientation should be located where the traffic does not disadvantage travel within Monticello. 3. Commercial development will be used to expand and diversify the local property tax base and as an element of a diverse supply of local jobs. 4. Places to Shop will be located on property with access to the street capacity needed to support traffic from these businesses. 5. Each parcel should supply an adequate supply of parking that makes it convenient to obtain the goods and services. 6. Building materials, facades and signage should combine with public improvements to create an attractive setting. 7. Site design must give consideration to defining edges and providing buffering or separation The Embracing Downtown Plan was adopted by City Council resolution 2012-011 on January 9, 2012. The City embarked on an update to the Downtown Plan in 2017 and the Downtown Small Area Plan was adopted by City Council resolution 2017-070 on September 25, 2017 and is herein incorporated as an appendix of the Comprehensive Plan. Downtown is a unique commercial district that is part of Monticello's heritage and identity. It is, however, no longer possible for Downtown to be Monticello's central business district. The mass of current and future commercial development south of Interstate 94 along TH 25 and in east Monticello along interstate 94 have replaced the downtown area as primary shopping districts. The future success of downtown requires it to be a place unlike any other in Monticello. The Comprehensive Plan seeks to achieve the Vision, and Goals described in the Downtown Small Area Plan. Downtown is intended to be a mix of inter -related and mutually supportive land uses. Businesses involved with the sale of goods and services should be the focus of Downtown land use. Residential development facilitates reinvestment and places potential customers 2008 Comprehensive Plan — Updated 2017 Land Use 1 3-13 in the Downtown area. Civic uses draw in people from across the community. During the planning process, the potential for allowing commercial activity to extend easterly out of the Downtown along Broadway was discussed. The Comprehensive Plan consciously defines Cedar Street as the eastern edge of Downtown for two basic reasons: (1) Downtown should be successful and sustainable before new areas of competition are created; and (2) The Comprehensive Plan seeks to maintain and enhance the integrity of residential neighborhoods east of Downtown. More than any other land use category, Downtown has strong connections to other parts of the Comprehensive Plan. Therefore the City has adopted the Downtown Small Area Plan as its guiding planning document for the Downtown. The following parts of the Comprehensive Plan also address community desires and plans for the Downtown area: 10. 10. 10. The Land Use chapter contains a specific focus area on Downtown. The focus area contains a more detailed discussion of the issues facing the Downtown and potential public actions needed to address these issues. The operation of the street system is a critical factor for the future of Downtown. The Transportation chapter of the Comprehensive Plan and the Transportation Framework of the Downtown Small Area Plan influence the ability of residents to travel to Downtown and the options for mitigating the impacts of traffic on Highway 25 and other Downtown streets. The Parks chapter of the Comprehensive Plan and the Parks & Open Space Framework of the Downtown Small Area Plan provide for parks in the Downtown and the trail systems that allow people to reach Downtown on foot or bicycle. The Economic Development chapter of the Comprehensive Plan and the Implementation chapter of the Downtown Small Area Plan lay the foundation for public actions and investments that will be needed to achieve the desired outcomes. Goals - Downtown ► Improve Pine Street for all users. ► Shift the center of Downtown to Broadway and Walnut Streets ► Encourage Small and Medium Scaled Investments ► Become a River Town Policies/Guiding Principles - Downtown 1. Downtown is a special and unique part of Monticello. It merits particular attention in the Comprehensive Plan and in future efforts to achieve community plans and objectives. 2. Downtown is intended to be an inter -connected and supportive collection of land uses. Land uses should support and enhance the overall objectives for Downtown. 3. The City will build on core assets of greater Downtown Monticello as identified in the Downtown Small Area Plan. These assets include the preponderance of civic activity, proximity to the river, a grid of streets and small blocks, and a varied building stock - both old and new. 4. A shared vision among property owners, business owners and the City is the foundation for effective team work and long term success. 5. A shared understanding of realistic market potential is the foundation for design and generation of a healthy mix of land uses. This includes both residential and non-residential land uses. Housing the core blocks is encouraged to be medium density (apartments or townhouses) and to face the perimeter of the blocks and be pedestrian friendly, either with street level commercial uses or doors, stoops, porches, plazas, or other features that face the sidewalk. 6. A safe, attractive human scale environment and entrepreneurial businesses that actively emphasize personal customer service will differentiate Downtown from other shopping districts. 7. Property values can be enhanced if property owners and the City share a vision for Downtown and actively seek to cultivate a safe, appealing environment and attractive mix of inter -related uses. 3-14 1 Land Use City of Monticello 8. Housing in the Downtown can facilitate necessary redevelopment and bring potential customers directly into the area. Housing may be free- standing or in shared buildings with street level commercial uses. 9. Downtown is the civic center of Monticello. To the degree possible, unique public facilities (such as the Community Center, the Library and the Post Office) should be located in the Downtown area as a means to bring people into the Downtown. 10. Downtown should emphasize connections with the Mississippi River that are accessible by the public. It is especially important to design Broadway so it is easy and safe to cross as a pedestrian or cyclist - with an emphasis on Walnut and Cedar Streets. 11. Downtown should be a pedestrian -oriented place in a manner that cannot be matched by other commercial districts. Pedestrian scale is achieved at the scale of both the block and the building. Blocks should reflect the historic fabric of the City and buildings should present a pedestrian friendly facade to the sidewalk. 12. Downtown should have an adequate supply of free parking for customers distributed throughout the area. The Downtown should be well connected so customers are comfortable walking 1-2 blocks from their car to their destination. 13. The City and business community must work actively with MnDOT to ensure safe local access to the Downtown. All of these policies work together to attract people to Downtown and to enhance the potential for a successful Downtown environment. Mixed Use The Mixed Use is a transition area between the Downtown and the hospital campus. It has been created in recognition of the unique nature of this area. The area serves two functions. It is the edge between long-term residential neighborhoods and a major transportation corridor (Broadway Street). It is also a link between the Downtown, the hospital campus and the east interchange retail area. The primary goal of this land use is to preserve and enhance housing in this part of Monticello. Any non-residential development should be designed to minimize the impacts on and conflicts with adjacent neighborhoods. Policies - Mixed Use Development should not have direct access to Broadway street. Access should come from side street. 2. Non-residential development should be limited to small retail, service and office businesses. The scale, character and site design should be compatible with the adjacent residential neighborhoods. 3. All non-residential development will be oriented to Broadway Street and not to 3rd Street or River Street. 4. Commercial development compatible with the Downtown should be encouraged to locate there. 5. More intense housing and commercial uses maybe allowed if directly related to the hospital. Places to Recreate Places to Recreate consist of public parks and private recreation facilities. The land uses are essential elements of the quality of life in Monticello. The Parks and Trails chapter of the Comprehensive Plan describes the current park and trail system and the future plan to maintain and enhance this system. The Comprehensive Plan is only one aspect of managing the land use for public parks and private recreation facilities. The City's zoning regulations place these locations into a zoning district. Often, the purpose of the zoning district is to guide private development, such as housing. Under current State Law, zoning regulations "trump" the Land Use Plan and govern the use of land. With the potential for the redevelopment of golf courses, it is important the Comprehensive Plan and other land use controls work in concert to achieve the desired outcomes. The City's plans and policies for parks, trails and open space can be found in the Parks chapter of the Comprehensive Plan 2008 Comprehensive Plan — Updated 2017 Land Use 1 3-15 Places for Community Places for Community consist of public and semi- public land uses. Public uses include all governmental facilities (city, county, state and federal) and schools. This category also applies to churches, cemeteries, hospitals, and other institutional uses. It is important to note that these land uses relate only to existing land uses. The Comprehensive Plan does not guide the location of new churches, schools, public buildings and other institutional land uses. Places for Community will be needed in the Northwest area as it develops. These uses are typically allowed in residential areas and governed by zoning regulations. These institutional uses (such as schools and churches) are important parts of the fabric of the community, but require guidance to ensure a proper fit with its residential surroundings. New institutional use should be allowed in residential areas under certain conditions. These conditions should address the aspects of the use that conflict with desired characteristics of residential neighborhood. Criteria for locating an institutional use in a residential land use area include: 1. Size. Large buildings and site areas can disrupt neighborhood cohesiveness. Use in lower density residential areas should not be more than [to be determined] square feet in lot area. 2. Parking. Parking may spill on to neighborhood streets without adequate on-site facilities. The parking needs will vary with the use of the facility. Each facility should provide adequate on-site or reasonable off-site shared parking based on the use of the facility. 3. Traffic. Institutional uses should be oriented to designated collector or arterial streets. 4. Lighting and signage. Site lighting and signage needs may resemble commercial uses. These site factors should be managed to fit the character of the surrounding residential development. Urban Reserve The Urban Reserve contains all property in the Orderly Annexation Area that it not shown for development in the near term in this Plan. The objective is to encourage rural and agricultural uses, preventing barriers to future development opportunities. It is anticipated that the City will grow into portions of the Urban Reserve as planned land use areas become fully developed and capacity for future growth in needed. The Urban Reserve is not simply a holding area for future development. Parts of the Urban Reserve are likely to be preserved as natural resource areas or for agricultural purposes. Future planning will consider the locations in the Urban Reserve best suited for development. Interchange Planning Area The Interchange Planning Area encompasses undeveloped land in the northwest part of Monticello around the site of a potential west interchange with Interstate 94. The purpose of this land use is to preserve the area for future development and prevent the creation of development barriers. If built, the area should be planned to support a mixture of commercial, employment and residential land uses. The interchange location and the routes of future connecting roads are solely for illustration. Future land use issues in this area are discussed in the Focus Area for Northwest Monticello. Private Infrastructure This category applies to Xcel Energy's power plant and railroad right-of-way. This category recognizes the unique role of the power plant in Monticello. Greenway The Land Use Plan Map shows a "potential greenway" ringing the western and southern edges of Monticello. The Greenway is intended to provide an environmental corridor that connects large community parks and open spaces to neighborhoods, schools, shopping areas and places to work. They serve to protect environmentally sensitive areas such as natural habitat, wetlands, tree canopy, and drainage ways. Land within this corridor could be comprised of a combination of public and private open space. Development would not be prohibited within the greenway but would be 3-16 1 Land Use City of Monticello reasonably restricted to ensure that development is carefully integrated with the natural environment. The Greenway is intended to shape development patterns in a manner that is sensitive to the existing environment and harmonious with the landscape. The Greenway creates opportunities for a continuous trail corridor connecting neighborhoods with large parks and open spaces. A trail within this corridor is intended to be fully accessible to the general public. The following are the City's goals for the Greenway: 1. To provide (where possible) a continuous green corridor connecting large community parks and open spaces to neighborhoods, shopping areas, schools and places to work. 2. To connect people to significant places. 3. To protect the community's natural resources (trees, ponds, wetlands, slopes, etc). 4. To create environmentally sensitive development and design. 5. To provide opportunities for corridors for wildlife movement and ecological connections between natural areas. Focus Areas For certain parts of Monticello, the intentions of the Comprehensive Plan cannot be adequately described solely with the land use map and the related category descriptions. The following Focus Areas provide a more detailed examination of the plans and issues in key locations that will shape the future of Monticello. Northwest Monticello Figure 3-10: Land Use Plan -Northwest Monticello proximity to the Bertram Chain of Lakes Regional Park should be reserved for move up housing. 3. Expansion of existing Places to Work in a manner that creates more "head of household" jobs. 4. Preserve and promote public use of natural areas, including the establishment of greenway corridors. S. Identify and preserve key street corridors. 6. Preserve areas for future Places to Shop and Places to Work around a future highway interchange, if such an interchange proves viable. The Comprehensive Plan envisions that growth will This focus area includes the entire northwest corner extend westward from existing development. The of the community. The land use objectives in this area initial high amenity residential development is expected include: 1. Encourage development in this part of the community to utilize infrastructure investments and to provide the capacity to develop in high amenity areas. 2. Provide for a variety of housing alternatives based on the natural features and the surrounding land uses. Areas with high natural amenities or to occur along the eastern perimeter of the Bertram Chain of Lakes Regional Park. No Places to Live are planned with the boundaries of this park. Future development will be influenced by the capacity of the street system, including plans for the construction of a highway interchange. 2008 Comprehensive Plan - Updated 2017 Land Use 1 3-17 The remainder of this section describes the land use issues and objectives for northwest Monticello in greater detail. West Interchange A new interchange with Interstate 94 is a critical should not be limited to the property in the Interchange Planning Area land use category. An interchange and the supporting street system has future land use implications for a broader area. Bertram Chain of Lakes Regional Park variable in the future development of this area. While Another critical factor in the future of the Northwest the Comprehensive Plan recognizes the potential for a future interchange, in 2008 it is only a concept. It is not part of the State's plans for future highway improvements for this district. This interchange could be a valuable part of the long- term transportation plan for Monticello if it is part of a new river crossing that removes traffic from Highway 25. Without the bridge, the primary benefit is to provide access to this area and expand the development opportunities. The Land Use Plan assumes that the interchange is a future possibility. For this reason, property adjacent to the interstate has been placed into a combination of Places to Live, Work and Shop. The Plan seeks to prevent development from limiting the location of the interchange (or block it) and to preserve the area around the interchange for future commercial, industrial and residential development. Without the access provided by the interchange, commercial, industrial and residential development should not be anticipated in this area. Ideally, the City will pursue additional investigations following the adoption of the Comprehensive Plan. These investigations should be designed to resolve some of the unanswered questions related to the interchange. These questions include: Area is the former YMCA camp that is being converted into the Bertram Chain of Lakes Regional Park. The City and Wright County formed a partnership in 2005 to start purchasing portions of the 1,200 acre YMCA property. As of 2013, 495 acres have been purchased through state grants with another 300 planned for acquisition. The YMCA will lease land at the regional park to run their Camp Manitou Summer Camp. The area around this park is guided for future Places to Live. No residential development should be allowed within the park. The amenity of this land and the regional park provide an excellent setting (around the perimeter of the park) for some of the "upscale" neighborhoods and housing desired by the City. In planning for this park, it is important to look beyond the boundaries of the park and to its context in the broader community. The illustration in Figure 3-11 highlights several key community development opportunities: ► The City must create connections between the park and other sections of Monticello. ► Building streets in a "parkway" design emphasizes the desired qualities of a regional park and of the surrounding Places to Live and Work. ► The park is a critical piece in creating a "greenway" system that links to the Mississippi River and may, ► Where should the interchange be located? over time, ring the community. ► What is the potential for a new river bridge Industrial Growth connection? ► How would the interchange be funded and what are the financial and land use implications for the City? The Northwest area is a critical location for current and future industrial development. The Monticello Business Center, located south of Chelsea Road and west of 90th ► What time frame should be used in planning for Street, has already started to be developed as a high the improvements? amenity environment with protective covenants that The answers to these questions provide invaluable guidance to future land use and transportation in Monticello. The area included in future planning address building materials, loading docks, outdoor storage, and landscaping. In order to provide sufficient land for Business Campus uses over the next 25 years, 3-18 1 Land Use City of Monticello Existing Natural ,` ~ Land/," Pot( Grei rj Cori V S Figure 3-11: Community Connections to Regional Park :ial Parkways Jo Mississippi River Existing Green Corridor the Comprehensive Plan extends this land use south to of this roadway should be identified and preserved as the planned expansion of School Boulevard. development occurs. It is important to recognize that activity generated by business development can create conflicts with residential development. The Comprehensive Plan seeks to create both high quality business parks and residential neighborhoods in this area. Careful site planning and development management will be needed to meet these objectives. School Boulevard Extension The Northwest Area serves as a good example of the need to coordination land use and transportation planning. An extension of School Boulevard is needed to provide access to the area and to connect development to the rest of the community. The route School Boulevard has several other Comprehensive Plan implications: ► This major collector street will influence the nature of adjacent land use. ► Streetscape improvements would help to define the high quality character desired by the City as a gateway to the Bertram Chain of Lakes Regional Park and to new neighborhoods. ► The street is a means for bringing trail connections to the park. 2008 Comprehensive Plan — Updated 2017 Land Use 1 3-19 Golf Course In 2006, the Silver Springs Golf Course was part of a development proposal (Jefferson at Monticello) that would have redeveloped this property mixing golf and housing. The development did not proceed beyond the environmental review. The Comprehensive Plan shows the area as Places to Recreate based on the continued use as a golf course. This designation does not preclude a future proposal and Comprehensive Plan amendment for residential development. It is likely, however, that this scale of new development will require the access provided by a new highway interchange. The Comprehensive Plan seeks to fill in other development areas and make effective use of other infrastructure investments before extending utilities for redevelopment of the golf course. Downtown Focus Area Downtown Monticello needs special attention in the Comprehensive Plan. Following the 2008 Comprehensive Plan update, the community undertook a separate downtown planning process. This process resulted in the Embracing Downtown Plan. In 2017, recognizing the changes in the retail marketplace, and more specifically market changes and investments in the Downtown, the City engaged the community in a planning effort for the core blocks of the Downtown. On September 25, 2017, the City adopted a Downtown Small Area Plan, which provides guidance for the downtown, including the core blocks and extending to include the full Downtown Central Community District (CCD). The Plan emphasizes the importance that the community places on Downtown. The 2008 Comprehensive Plan Update relies on the Downtown Small Area Plan as a guide for public and private actions in the Downtown area. Revitalizing and sustaining Downtown Monticello requires a collaborative effort of the City, businesses, property owners and other stakeholders. Planning for the future of the Downtown must recognize the practical realities facing commercial development in Downtown: ► The configuration and traffic volumes of Highway 25 significantly reduce opportunities for direct access from the Highway to adjacent properties. ► Traffic volumes on Highway 25 will continue to increase. Greater volumes and congestion act as an impediment for people living south of I-94 coming to Downtown. ► There is no controlled intersection on Highway 25 between Broadway and 7th Street. The lack of a controlled intersection combined with traffic volumes make pedestrian connections between Downtown and residential areas to the east very difficult. ► "Big box" and retail development continue to occur in other parts of Monticello. These businesses directly compete with the Downtown and attract smaller businesses (that might otherwise consider a Downtown location) to adjacent parcels. Downtown Goals ► Improve Pine Street for all users. ► Shift the center of Downtown to Broadway and Walnut Streets ► Encourage Small and Medium Scaled Investments ► Become a River Town Land Use ► Create a Center to Downtown that is active throughout the day and into the evening — year- round. The Walnut / Broadway Intersection should become the heart of this area. ► Improve connections to the River by locating uses that benefit from open spaces and activities associated with the River. ► Improve the entry experience from the north. ► Maintain a shopfront District along Broadway, west of Pine Street comprised of traditional main street (mercantile) buildings that have retail/restaurant space on the ground floor and housing or offices above. ► Create a development pattern on Pine Street that benefits from high visibility and regional access. ► Infill Walnut Street and Cedar Street with mid - scale housing (2-4 stories) that creates an effective transition between the in -town neighborhoods and the Downtown. 3-20 1 Land Use City of Monticello Figure 3-12: Land Use and Development Framework from the Downtown Small Area Plan 7 i Enu kw-!rr Yv! ui. DV..i:y Ha W r,j Transportation ► Connect Walnut Street to River Street ► Maintain the River Street / Pine Street signal as the formal entrance to Downtown and an important pedestrian connection across Pine Street. ► Add a traffic signal at 4th and Pine to help balance the grid and turning movements at the Pine / Broadway Intersection. ► Modify Walnut / Broadway and Cedar / Walnut Broadway intersection to prioritize pedestrian crossings and access to the river. ► Narrow the travel lanes on Walnut Street, add parking where possible and ensure continuous safe and pleasant sidewalks. ► Add sidewalks at the perimeter of blocks where they are not currently present. ► Discourage direct property access to Pine Street; favoring the side streets wherever possible with through -block lanes or easements. ► Allow direct property access to Block 52 from Pine Street in order to reduce volumes at the Pine / Broadway intersection. ► Consider traffic calming at River Street and Locust (or Linn) to prevent excessive speeds - similar to River Street and Cedar Street as an example. Open Space and Parks ► Redesign East and West Bridge park to include an amphitheater, water feature, riverfront access, 2008 Comprehensive Plan — Updated 2017 Land Use 1 3-21 picnicking, and additional space for passive park use. ► Improve Front Street Park to include improved boat landing and space for nature oriented programming. ► Connect the two Bridge Parks with Front Street Park with improved pathways and trails. Design all three parks as a single park with multiple uses. ► Provide access to the islands with a seasonal bridge ► Create small pocket parks mid -block on Broadway to offer plazas that connect to parking lots in the middle of the block. ► Redesign Walnut Street between River Street and Broadway as a special street that can be closed and used for festivals and events throughout the year. ► Consider all sidewalks for opportunities to enhance greenery and public art. Emphasize Walnut Street, River Street and Broadway as the main pedestrian corridors in Downtown. ► Use public art throughout the parks and corridors to distinguish Downtown as a place of cultural expression and celebration. ► Work closely with local businesses, residents (new and existing) to ensure local parks and open spaces are appropriately designed and programmed for their varied needs. ► Create north / south bike access to the river along Walnut and Cedar through a complete streets policy. Encourage bicycle crossing of Pine Street at 4th, River and 7th Street. Downtown Design and Image ► The Downtown Small Area Plan provides guidance for the core blocks of the Downtown. Where the Downtown Small Area Plan does not provide specific design guidance, the City's zoning ordinance will guide design and image. South Central Focus Area Continued residential growth to the south is an important element of the Comprehensive Plan. This growth achieves several objectives: ► It helps to facilitate the expansion of the sanitary sewer system in conjunction with the reconstruction of Fallon Avenue. This sanitary sewer capacity is The Comprehensive Plan seeks to enhance the existing commercial core along Broadway by building strong connections with the riverfront and the civic/retail district on the south end of Walnut Street The current end of Walnut Street is a barrier to improving connections between Downtown and the riverfront. needed to support future industrial growth area along Highway 25. ► These areas encourage growth in areas that could use the new eastern interchange with I-94 rather than Highway 25. ► These areas provide appropriate locations for continued growth in entry-level single family homes and medium density housing types. These Places to Live are important elements of maintaining an adequately diverse housing stock. 3-22 1 Land Use City of Monticello ► Orderly expansion to the south moves development towards area of higher natural amenity. Areas along the southern edge of the Orderly Annexation Area provide another location for potential "move up" housing. A key to development in this focus area is the construction of the Fallon Avenue bridge. The bridge leads to the reconstruction of Fallon Avenue and the related expansion of municipal sanitary sewer and water systems. Future development will be limited without additional utility capacity. East Focus Area The Comprehensive Plan places greater priority on growth to the west and south. Development should be directed to areas that most effectively achieve the objectives of this Plan. Several factors could cause the City to encourage future residential development in the East Focus Area: ► Increased overall housing demand that exceeds the capacity to support growth in other areas. ► Traffic congestion on Highway 25 that increases the need to channel use to the east interchange. ► The need to solve stormwater and drainage management issues (Ditch 33) in this area. Solving drainage issues allows eastward expansion along County Road 18. Future growth in the east should continue to fill in the development area within the Orderly Annexation Area on the east side of Monticello. The natural features in these areas allow for higher amenity neighborhoods. This growth can occur with new collector/arterial street corridors. Figure 3-13: Land Use Plan - South Central Figure 3-14: Land Use Plan - East Focus Area 2008 Comprehensive Plan – Updated 2017 Land Use 1 3-23 CHAPTER 3: ZONING DISTRICTS Section 3.4 Residential Base Zoning Districts Subsection (I) R-4: Medium -High Density Residence District Section 3.4 (I) R-4 Medium -High Density Residence District The purpose of the "R-4", medium-high density residential district is to provide for medium to high density housing in multiple family structures of 13 or more units per building, and at densities of between 10 and 25 units per acre. The district is intended to establish higher density residential opportunities in areas appropriate for such housing, to be determined by the City on a case by case basis. The City of Monticello shall zone land to the R-4 District only when, in its sole discretion, all aspects of the property support the potential uses of the R-4 district, including location, private and public services, and compatibility with existing and future land uses in the area. In making a determination as to the suitability of a site for R-4 rezoning, the City will prioritize the following site and area factors: Replacement Land Uses. R-4 zoning fits the following zoning categories and circumstances: • Land already zoned for R-3 • Land currently zoned for commercial uses, but which would not be considered "prime" commercial (the City would like to protect "prime" commercial areas that show the most promise for that use in the future). Proximity to Other Residential Neighborhoods. • R-4 zoning may be allowed in proximity to other medium to high density residential areas, however the nature and concentration of existing multi -family structures shall be carefully considered to avoid an over concentration of these uses. • R-4 zoning may be allowed in proximity to lower residential uses, if it is determined that the high density site can address the site and area factors provided here. Architectural Compatibility and Building Massing • In the vicinity of lower density residential areas, R-4 District buildings need to be lower profile with regards to size and mass, or need to be screened or buffered by distance and natural features. Requirement for Adequate Public Facilities. High density residential development shall be located to provide for the following essential services and amenities: • Access to public parks, pathways, and open space, without overburdening them. R-4 development may be required to provide additional facilities to meet the City's open space planning policies. • Connection to public utilities. • Access to major streets, or at the very minimum, avoidance of traffic generation that would utilize local streets in lower density residential areas. • Proximity to commercial and/or medical services. This district is intended to provide exclusively multiple family housing as defined in this ordinance, as opposed to lower density housing types such as townhouses, two-family homes, or single family homes. City of Monticello Zoning Ordinance Page 105 CHAPTER 3: ZONING DISTRICTS Section 3.4 Residential Base Zoning Districts Subsection (1) R-4: Medium -High Density Residence District Minimum and Maximum Density: 10 — 25 dwelling units per acre Maximum Base Density: 1,750 sq. ft. per unit (25 units per acre) Maximum Density through Planned Unit Development: 1,750 sq. ft. per unit (25 units per acre) Base Lot Area • Minimum = 30,000 square feet Base Lot size Gross Density Max Density w/o PUD Net lot area per du Front setback Corner side setback Interior side setback Rear setback to building Clear open space setback from ROW Clear open space setback from Property Line Buffer Req. to Single Family Common open space per du Landscaping Parking requirements Architecture Roofs Unit square feet Garages Garage Setback Garage Doors R-4 District Multi -Family (13+ units / building) 30,000 sf 10-25 du/acre NA Max 1,750 sf/du 100 feet 40 feet 30 feet 40 feet 60 feet 40 feet — no more than 50% of any yard facing a street covered with parking/drive aisles C buffer 500 sf/du 2 ACl/ 2,500 sf open space + 4 shrubs /10 feet bldg. perimeter 2.25 spaces/du, with max 1.1 space/du uncovered 20% street min frontage covered with enhanced materials, horizontal siding of steel or cement -board only (no vinyl or aluminum) 5:12 pitch, plus roof ridge line articulation of 3 feet min. 900 sf finished floor area per unit, minimum Attached or Underground Detached accessory garages allowed only after base requirements are met May not access street directly — must be served by interior driveway Must include glass and decorative panels if visible from public street or adjoining residentially zoned property Page 106 City of Monticello Zoning Ordinance PUD Options for Multi -Family Buildings Landscaping Open Space Parking Building Materials Architecture Site Work Housing for Seniors restricted to 55 years of age or more CHAPTER 3: ZONING DISTRICTS Section 3.4 Residential Base Zoning Districts Subsection (I) R-4: Medium -High Density Residence District Multi -Family (6 — 12 units / building) Increased landscape quantities and/or sizes beyond code minimums; Special landscape features including water features, recreational structures, patios, etc. Increased open space areas per unit beyond code minimums of 10% or more All required garage parking underground Increased use of stone, brick beyond front, or on other exterior walls Extensive use of ornamental features, building and/or roofline articulation, fenestration and building wall undulation atypical of other buildings in similar zoning districts Use of decorative paving materials in parking, sidewalks, etc.; Extensive use of ornamental site lighting or similar features. Accommodations to design and density through PUD process only City of Monticello Zoning Ordinance Page 107 2 0 U C7 z LU m U) C 00 a a Cl) z U) J 0 CL Q W z z wsb October 30, 2019 Mr. Matt Leonard City Engineer/Public Works Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Monticello Apartments Preliminary Plat and PUD Plan Review Bucholz Properties City Project No. 2019-024 WSB Project No. R-014321-000 Dear Mr. Leonard: We have reviewed the preliminary plat dated October 17, 2019 as prepared by KLD, development plan dated October 15, 2019 as prepared by Rhet Architecture and civil plans dated October 23, 2019 as prepared by MBN Engineering and offer the following comments: Preliminary Plat 0 0 co W 4 T W D z W a a z W x 0 Provide enough right of way for a right turn lane on northbound Cedar Street or a roundabout at the intersection of Chelsea Road and Cedar Street. Provide enough right-of- way for a roundabout at Edmonson Ave and Cedar Street as well. Provide right-of-way and construct a concrete sidewalk along the east side of Cedar Street. Also provide right of way for a sight triangle at the southeast corner of Chelsea Rd and Cedar Street (Lot 4, Block 1 of the proposed plat). The proposed access from Chelsea Road shall be shown. An access easement for Lot 1 shall be provided within the plat. It is assumed that the access for Lot 2 will be provided from Chelsea Road. The proposed pond shall be contained wtihin an outlot along with the proposed trails surrounding the pond. Trails shall have a separate 20 -foot wide easement within the outlot with a separate easement document recorded with the County. A separate access easement shall be provided to access the pond for maintenance. Show the existing drainage easement with document number for the existing pond located on the south side of Chelsea Road within the plat. Provide a drainage and utility easement detail depicting typical easement widths. Monticello Apartments Preliminary Plat and PUD Plan Review October 30, 2019 Page 2 A drainage and utility easement shall be provided for the sanitary sewer main and watermain that extends east -west across the property, where more than one lot is being served. The easement width for the sanitary sewer will be determined based on the sewer depths to be provided. The easement width for the watermain is typically 30 -feet wide. Additional easement may be needed for the proposed storm sewer located along the southerly plat boundary. 10. Label any easement widths that are not typical. Preliminary Site Plan 11. The access from Edmonson Ave should be designed as a shared access to accommodate future development to the south with the ability to be constructed without impacting the abutting property. 12. A 10 -foot wide bituminous trail shall be provided along the north side of the pond connecting the parking lots, in lieu of a sidewalk. In addition, the trail shall extend to the proposed trail along Edmonson Avenue. 13. A 6 -foot wide sidewalk shall be constructed along the east side of Cedar Street, located 1 - foot off the proposed right of way. 14. A phasing plan shall be provided for grading and utility construction for the entire plat. 15. A traffic study shall be completed to determine turn lane and intersection improvements needed. 16. Edmonson Ave shall be widened to accommodate a 22 -foot wide street width from centerline along the plat. Additional turn lanes may be needed and this will be analyzed along with the traffic study. Erosion Control/Storm Sewer Plan 17. A stormwater management plan shall be provided in order to provide a complete review of the civil plans. The plans shall be in accordance with the requirements in the City's Design Manual and checklist. Rate control, volume control, water quality and pretreatment measures will be required. The site is part of the TH 25 subwatershed and eventually outlets to the regional pond on the west side of TH 25. There is limited capacity in the storm sewer stubs along Cedar Street and Chelsea Road to accommodate runoff from the site. This will be reviewed with the stormwater management plan submittal. 18. The proposed pond shall hold water during typical rain events and be designed to be a wet pond. An impervious (clay) liner will be needed to accomplish this give the sandy soils on site. Monticello Apartments Preliminary Plat and PUD Plan Review October 30, 2019 Page 3 19. The pond shall be designed to accommodate complete development of the plat and to accommodate the existing drainage that is currently served by the existing pond that is planned to be relocated. 20. Identify and provide storm sewer stubs/mains to accommodate the commercial sites. It appears the storm sewer plan only accounts for drainage for the apartment development. 21. It is assumed that the existing pond located within the proposed Lots 2 and 3 will be removed. How will the existing drainage to that pond be accommodated with the development?. 22. Provide 10- year storm sewer design for the proposed storm sewer system. 23. The site is within the low and moderate DWSMA vulnerability areas, however outside of the ERA, therefore infiltration is allowed. Proposed commercial uses and if they involve potential contaminants will be reviewed at the time of proposed development submittal in accordance with the City's wellhead protection plan. Sanitary Sewer/Water Plan 24. Identify how Lot 1 and Lot 6 will be served with sewer and water. 25. Confirm that Lots 2-5 will be served by existing stubs from either Chelsea Rd or Cedar St. 26. Identify sewer and water connection points to existing mains with more detail. Gate valves shall be provided at each watermain connection. 27. Provide rim elevations for the sanitary sewer manholes. 28. Hydrant spacing will be reviewed by the City's fire chief. 29. The watermain shall have a minimum 7.5 feet of cover. 30. A note should be added to the plans that the City will not be responsible for any additional costs incurred that is associated with variations in the utility as -built elevations. These elevations shall be verified in the field prior to construction. Gradinq Plan 31. It is assumed that the existing pond located within the proposed Lots 2 and 3 will be removed. Provide proposed contours for this area and all of the commercial lots. 32. The grading plan should more clearly show existing and proposed contours. 33. Identify the lowest opening elevation of the proposed and future buildings to ensure the 2ft freeboard requirement is met to the HWL of the pond. 34. Identify the lowest opening elevations for the existing buildings located at 1305 Edmonson Ave to ensure the 2 -foot freeboard requirement to the HWL of the pond is met. Monticello Apartments Preliminary Plat and PUD Plan Review October 30, 2019 Page 4 35. Show all emergency overflow elevations and routes. 36. A minimum vertical separation of 1.5 feet must be provided between the EOF and the low opening of a building. Details 37. Use applicable City standard detail plates. Other Comments for Final Plat — Civil Plan Submittal 38. The civil plans in general are lacking construction level detail. 39. The civil plans shall be signed by a licensed professional engineer. 40. Provide a SWPPP with final construction plans. 41. A 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. 42. Plans should comply with the requirements in the Design Manual -Plan Requirements and City General Specifications. 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 A�— - t. 4'OPLI Shibani K. Bisson, PE Senior Project Manager 2 0 U 0. z LU m U) C. C. oo a a Cl) z U) J 0 CL Q LU z z 0 Cl) W T W Z) z W a a z LU x 0 wsb November 20, 2019 Mr. Matt Leonard City Engineer/Public Works Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Monticello Apartments Traffic Study Review Bucholz Properties City Project No. 2019-024 WSB Project No. R-014321-000 Dear Mr. Leonard: We have reviewed the traffic study dated November 12, 2019 as prepared by SRF and offer the following comments: 1. The Traffic Study does not include the capacity analysis or queuing worksheets. They should be provided to verify the analysis and assumptions. This information will assist in determining the adequacy of the NB left turn lane on Cedar St, access spacing on Cedar St, other turn lane needs. 2. The existing lane configuration at Chelsea Rd and Edmonson Ave shown on Figure 2 does not show the existing eastbound right turn lane. Was it included in the analysis? 3. Was Fallon Avenue overpass included in the assumptions for distribution of site traffic? The distribution also does not show any traffic going south on Edmonson Ave or Fallon Ave. 4. Additional information on how the 1 %/year background traffic growth factor was determined should be provided. 5. How was the 10% multi use reduction factor determined? 6. The lane configuration at the new site driveway on Chelsea Road shows two eastbound through lanes. The anticipated location of the driveway is at the point where one of the existing lanes is being dropped. Is there sufficient space to drop the lane adequately past the new driveway and create a right turn lane to the new driveway? 7. Complete a projected 20- year analysis to document the lane configuration needs in the future, especially at their site driveways 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. Monticello Apartments Traffic Study Review November 20, 2019 Page 2 Sincerely, WSB IA�- - t' 46ssAILI Shibani K. Bisson, PE Senior Project Manager 049 To: Dale Buchholz Construction From: Matt Pacyna, PE, Principal Zach Toberna, Engineer Date: November 12, 2019 Subject: Monticello Apartments Traffic Study Introduction Draft Memorandum SBF No. 09913223 SRF has completed a traffic study for the proposed development in the southeast corner of the Chelsea Road/Cedar Street intersection in Monticello, MN (see Figure 1: Project Location). The main objectives of this study are to review existing operations within the study area, evaluate traffic impacts to the adjacent roadway network, and recommend any necessary improvements to accommodate the proposed development. The following sections provide the assumptions, analysis, and study conclusions offered for consideration. # Existing Conditions The existing conditions were reviewed to establish a baseline to identify any future impacts associated with the proposed development. The evaluation of existing conditions includes various data collection efforts and an intersection capacity analysis, which are outlined in the following sections. Data Collection Vehicle turning movement counts were collected by SRF during the a.m. and p.m. peak periods on Tuesday, October 29, 2019 at the following intersections: • Chelsea Road and Cedar Street • Chelsea Road and Edmonson Avenue/ CR 117 In addition, observations were completed to identify roadway characteristics within the study area (i.e. roadway geometry, posted speed limits, and traffic controls). Currently, Chelsea Road transitions from a four -lane divided roadway to a two-lane undivided roadway approximately 400 feet east of Cedar Street. The posted speed limit along Chelsea Road is 40 miles per hour (mph). Cedar Street is a three - lane undivided roadway while both Dundas Road and Edmonson Avenue/County Road 117 are two- lane undivided roadways, all of which have 30 -mph posted speed limits. The Chelsea Road/Cedar Street intersection is all -way stop controlled while the Chelsea Road and Edmonson Avenue/County Road 117 intersection is side -street stop -controlled. Existing geometrics, traffic controls, and volumes within the study area are shown in Figure 2. 1 CARLSON PARKWAY, SUITE 150 1 MINNEAPOLIS, MN 55447 1 763.475.0010 1 WWW.SRFCONSUL"NG.COM � M �Ce\\0 �` Urges GrpuP Coosa\uo8 GtoUP' p'(pp �0gvem )er Zp19 Monticello Apartments Traffic Study Intersection Capacity Analysis November 12, 2019 Page 4 An existing intersection capacity analysis was completed using Synchro/SimTraffic software (V9.2) to establish a baseline condition to which future traffic operations could be compared. Capacity analysis results identify a Level of Service (LOS) which indicates how well an intersection is operating. Intersections are graded from LOS A through LOS F. The LOS results are based on average delay per vehicle, which correspond to the delay threshold values shown in Table 1. LOS A indicates the best traffic operation, while LOS F indicates an intersection where demand exceeds capacity. Overall intersection LOS A though LOS D is generally considered acceptable in Wright County. Table 1. Level of Service Criteria for Signalized and Unsignalized Intersections LOS Designation Signalized Intersection Average Delay/Vehicle (seconds) A <_ 10 B >10-20 C > 20-35 D >35-55 E > 55-80 F > 80 Unsignalized Intersection Average Delay/Vehicle (seconds) <_ 10 > 10 - 15 >15-25 > 25-35 >35-50 > 50 For side -street stop/yield controlled intersections, special emphasis is given to providing an estimate for the level of service of the side -street approach. Traffic operations at an unsignalized intersection with side -street stop/yield control can be described in two ways. First, consideration is given to the overall intersection level of service. This takes into account the total number of vehicles entering the intersection and the capability of the intersection to support these volumes. Second, it is important to consider the delay on the minor approach. Since the mainline does not have to stop, the majority of delay is attributed to the side -street approaches. It is typical of intersections with higher mainline traffic volumes to experience high levels of delay (i.e. poor levels of service) on the side -street approaches, but an acceptable overall intersection level of service during peak hour conditions. Results of the existing intersection capacity analysis shown in Table 2 indicate that all study intersections operate at an acceptable overall LOS A during the a.m. and p.m. peak hours. The side - street approaches at the study intersections also operate at LOS A during the a.m. and p.m. peak hours. Note that eastbound queues at the Chelsea Road/Cedar Street intersection extend approximately 75 feet (i.e. three vehicles) during both the a.m. and p.m. peak hours. No other significant delay or queuing issues were observed in the field or traffic simulation at the study intersections. Monticello Apartments Traffic Study Table 2. Existing Intersection Capacity Analysis Intersection Chelsea Road and Cedar Street (1) Chelsea Road and Edmonson Avenue/CR 117 (2) November 12, 2019 Page 5 A.M. Peak Hour P.M. Peak Hour LOS Delay LOS Delay A 7 sec. A 8 sec. A/A 7 sec. A/A 9 sec. (1) Indicates an all -way stop intersection, where the overall LOS is shown. (2) Indicates an unsignalized intersection with side -street stop control, where the overall LOS is shown followed by the worst approach LOS. The delay shown represents the worst side -street approach delay. Proposed Development The proposed development is generally bounded by Chelsea Road to the north, Edmonson Avenue /County Road 117 to the east, Dundas Road to the south, and Cedar Street to the east. The development plan, shown in Figure 3, includes a 165 -unit multi -family residential complex, as well as approximately six (6) built -to -suit parcels. The existing land is currently vacant. For purposes of this study, the six built -to -suit parcels were assumed to be the following: • Parcels 1 and 2 - 20,000 square feet of medical office • Parcels 3 and 4 - An 80 -room hotel with an attached 3,000 square foot restaurant • Parcels 5 and 6 - 20,000 SF of general retail The proposed development was assumed to be fully completed by end of year 2024. Access to the proposed development was assumed at the following locations: • Cedar Street - three full -access driveways are shown, each located approximately 250 feet from one -another and opposite of an existing access on the west side of Cedar Street. o For analysis purposes, only the two northern access points were assumed to be utilized. • Chelsea Road - one full -access driveway located mid -block between Cedar Street and Edmonson Avenue/CR 117 and opposite of the existing Best Western access. • Edmonson Avenue/CR 117 - two full -access driveways located approximately 250 feet and 650 feet south of Chelsea Road, respectively. U -) LID Site Plan Consulting Group, Inc. Monticello Apartments Traffic Study 01913233 Property Resources Group November 2019 N WE �µ MEB N�„ S BUCHHOLZ PROPERTIES, MONTICELLO APARTMENTS z y Lod . U Figure 3 Monticello Apartments Traffic Study Year 2025 Build Conditions November 12, 2019 Page 7 To determine impacts associated with the proposed development, traffic forecasts were developed for year 2025 conditions (i.e. one year after anticipated completion). Year 2025 conditions take into account general area background growth and traffic generated by the proposed development. The evaluation of year 2025 conditions includes details on the traffic forecasts and an intersection capacity analysis, which are summarized in the following section. Traffic Forecasts To account for general background growth in the area, an annual growth rate of one (1) percent was applied to the existing peak hour traffic volumes to develop year 2025 background forecasts. This growth rate is consistent with historical growth in the study area and the 2040 Wlright County Comprehensive Plan. To account for traffic generated by the proposed development, trip generation estimates for the assumed land uses were developed for the a.m. and p.m. peak hours and on a daily basis. These estimates, shown in Table 3, were developed using the ITE Trip Generation Manual, Tenth Edition and include a 10 percent multi -use reduction to account for internal circulation between the various land uses within the proposed development. Table 3. Trip Generation Estimates Based on the trip generation estimate, the proposed development is expected to generate a total of approximately 194 a.m. peak hour, 283 p.m. peak hour, and 3,299 daily trips. These trips were distributed throughout the area based on the directional distribution shown in Figure 4, which was developed from existing area travel patterns and engineering judgment. The resultant year 2025 build condition traffic forecasts are shown in Figure 5. P.M. A.M. Land Use Type (ITE Code) Size Peak Hour Trips Trips In In Out Low -Rise Multifamily Housing (220) 165 DU 17 58 Hotel (310) 80 Rooms 22 15 High -Turnover Sit -Down Restaurant (932) 3,000 SF 16 13 Medical -Dental Office (720) 20,000 SF 43 12 Shopping Center (820) 20,000 SF 12 7 (-366) Subtotal 110 105 Multi -Use Reduction (10%) (-11) (-10) Total Site Trips 99 95 Based on the trip generation estimate, the proposed development is expected to generate a total of approximately 194 a.m. peak hour, 283 p.m. peak hour, and 3,299 daily trips. These trips were distributed throughout the area based on the directional distribution shown in Figure 4, which was developed from existing area travel patterns and engineering judgment. The resultant year 2025 build condition traffic forecasts are shown in Figure 5. P.M. Peak Hour Trips Daily Trips In Out 58 34 1,208 24 24 669 18 11 337 19 50 696 37 40 755 156 159 3,665 (-16) (-16) (-366) 140 143 3,299 Based on the trip generation estimate, the proposed development is expected to generate a total of approximately 194 a.m. peak hour, 283 p.m. peak hour, and 3,299 daily trips. These trips were distributed throughout the area based on the directional distribution shown in Figure 4, which was developed from existing area travel patterns and engineering judgment. The resultant year 2025 build condition traffic forecasts are shown in Figure 5. R ION I Directional Distribution 9 Consulting Group, Inc. Monticello Apartments Traffic Study Figure 4 Property Resources Group 01913233 November 2019 gXC)XAs - ion Study \{�c `lean 2025 mentS�ra �� Mort�ce�RePoua es Group Capsa\u�8 November 2p19 Figure 5 0 15 1340) 1651 52 • - r N o ... A�' 2p • 52 J 0) 0 0 0 0 1490) Che\seaRo 0 0 23 0 ll8) ad 50 250 �o 0 "?-25) 45� o J ea Riad o� � N r. 65 (75) \ 3 r �1(.. Chelsea 160 (375) Road 20(55) 1315) 9 X28) d -� (60) is (225) 26,5--,,, a Z 1' P o cr) (� (55) 35 N , d h y wr ° M NoAh P°oess l3l) 40 o rn o n N 16 (30) 0 (0) o ' � 1 (4) North (5) C a Access N (0) 10 Q o 11600 AopessNt South L� o y M o� X10118 Coco N '% v r I 4 (14) o (0) C- f 1 (2) (�O) 5 Central Access V @ w M y ND :�:. t PeakNour vo\ume PM• bra �c - akNour Da\\y pvecdeStre lw- C on ro\ Sitop gXC)XAs - ion Study \{�c `lean 2025 mentS�ra �� Mort�ce�RePoua es Group Capsa\u�8 November 2p19 Figure 5 Monticello Apartments Traffic Study Intersection Capacity Analysis November 12, 2019 Page 10 To determine how the adjacent roadway network will accommodate year 2025 traffic forecasts, an intersection capacity analysis was completed using Synchro/SimTraffic software. Results of the year 2025 intersection capacity analysis shown in Table 4 indicate that all study intersections and proposed driveways are expected to operate at an acceptable overall LOS A during the a.m. and p.m. peak hours. The side -street approaches at the study intersections and driveways are also expected to operate at LOS B or better during the a.m. and p.m. peak hours. Table 4. Year 2025 Build Conditions Intersection Capacity Analysis Area queues are expected to be similar to existing conditions and no development driveway is expected to have queues longer than two (2) vehicles. Note that northbound 95th percentile queues at the Chelsea Road and Edmonson Avenue/CR 117 intersection are expected to extend approximately 75 feet (i.e. three vehicles) during the peak period. However, these queues and delays are relatively minimal, and no mitigation is necessary to accommodate the proposed development. A.M. Peak Hour P.M. Peak Hour Intersection LOS Delay LOS Delay Chelsea Road and Cedar Street (1) A 7 sec. A 8 sec. Chelsea Road and Edmonson Avenue/CR 117 (2) A/A 7 sec. A/B 10 sec. Edmonson Avenue/CR 117 and North Access (2) A/A 5 sec. A/A 6 sec. Edmonson Avenue/CR 117 and South Access (2) A/A 4 sec. A/A 4 sec. Chelsea Road and North Access (2) A/A 6 sec. A/A 7 sec. Cedar Street and North Access (2) A/A 4 sec. A/A 4 sec. Cedar Street and Central Access (2) A/A 4 sec. A/A 4 sec. (1) Indicates an all -way stop intersection, where the overall LOS is shown. (2) Indicates an unsignalized intersection with side -street stop control, where the overall LOS is shown followed by the worst approach LOS. The delay shown represents the worst side -street approach delay. Area queues are expected to be similar to existing conditions and no development driveway is expected to have queues longer than two (2) vehicles. Note that northbound 95th percentile queues at the Chelsea Road and Edmonson Avenue/CR 117 intersection are expected to extend approximately 75 feet (i.e. three vehicles) during the peak period. However, these queues and delays are relatively minimal, and no mitigation is necessary to accommodate the proposed development. Monticello Apartments Traffic Study Site Plan Review November 12, 2019 Page 11 A review of the proposed site plan was completed to identify any issues and recommend potential improvements with regard to roadway capacity, access, traffic circulation, and pedestrian connectivity. Based on a review of the proposed site plan, the following items are offered for consideration. Roadway Capacity Based on the year 2025 traffic forecasts, the existing roadway network is expected to have sufficient capacity to accommodate the proposed development. Therefore, no roadway segment capacity improvements are necessary to accommodate the proposed development. However, based on the proposed access location along Chelsea Road, the geometric configuration and lane designations should be reviewed to determine if dedicated left -turn lanes could be implemented at the Chelsea Road and Best Western/Proposed Development driveway intersection. This would provide a safe and efficient access while limiting potential impacts to motorists along Chelsea Road, although other striping changes may be needed along Chelsea Road to accommodate this type of change. Access The proposed and assumed access locations are expected to operate adequately from a capacity perspective and no significant queues issues or conflicts are expected. However, future landscaping and signage should be located as such to avoid sight distance impacts. Access consolidation or shared access locations should also be considered as development occurs. Where possible, internal driveway access locations should align with other access locations to reduce potential conflicts. Circulation Truck turning movements should be reviewed to ensure that garbage/delivery trucks have adequate accommodations to negotiate the internal driveway aisles. The movement of general passenger vehicles within the parking lots is not expected to be an issue, although internal traffic controls (i.e. stop signs) may need to be implemented to reduce driver confusion and potential conflicts. Pedestrian Connectivity The proposed site plan includes sidewalks internal to the apartment development. However, no sidewalk connections to adjacent facilities or within the build -to -suit parcels are shown. These sidewalk connections can help promote pedestrian/bicycle activity, which can reduce vehicular impacts on the surrounding transportation system. Therefore, as the build -to -suit parcels are developed, sidewalk connections should be implemented throughout the site to improve connectivity within the proposed development as well as the entire community. Monticello Apartments Traffic Study Summary and Conclusions November 12, 2019 Page 12 The following study summary and conclusions are offered for your consideration: 1) All study intersections and side -street approaches operate at an acceptable overall LOS A during the a.m. and p.m. peak hours. Note that eastbound queues at the Chelsea Road/Cedar Street intersection extend approximately 75 feet (i.e. three vehicles) during the a.m. and p.m. peak hours. 2) The development plan includes a 165 -unit multi -family residential complex, as well as six (6) built - to -suit parcels, which were assumed to be the following: a. Parcels 1 and 2 - 20,000 square feet of medical office b. Parcels 3 and 4 - An 80 -room hotel with an attached 3,000 square foot restaurant c. Parcels 5 and 6 - 20,000 SF of general retail 3) The proposed development is expected to generate a total of approximately 194 a.m. peak hour, 283 p.m. peak hour, and 3,299 daily trips. 4) All study intersections and proposed driveways are expected to operate at an acceptable overall LOS A during the a.m. and p.m. peak hours under year 2025 build conditions. The side -street approaches at the study intersections and driveways are also expected to operate at LOS B or better during the a.m. and p.m. peak hours. Area queues are expected to be similar to existing conditions and no development driveway is expected to have queues longer than two (2) vehicles. 5) No mitigation is needed to accommodate the proposed development from a capacity perspective. 6) Based on a review of the proposed site plan, the following items are offered for consideration. a. The geometric configuration and lane designations along Chelsea Road should be reviewed to determine if dedicated left -turn lanes could be implemented at the Chelsea Road and Best Western/Proposed Development driveway intersection. b. Future landscaping and signage should be located as such to avoid sight distance impacts. c. Access consolidation or shared access locations should be considered as development occurs. d. Where possible, internal driveway access locations should align with other access locations to reduce potential conflicts. e. Truck turning movements should be reviewed to ensure that garbage/delivery trucks have adequate accommodations to negotiate the internal driveway aisles. f. Internal traffic controls (i.e. stop signs) may need to be implemented to reduce driver confusion and potential conflicts. g. As the build -to -suit parcels are developed, sidewalk connections should be implemented throughout the site to improve connectivity within the proposed development as well as the entire community. Monticello Council Connection November 28, 2019 CITY OF M04ieflo COMMUNITY DEVELOPMENT DEPARTMENT Monticello 2040: Vision + Plan Thank you to all who attended the Future Forward: Community Speak Out on November 2nd! We had a great turn out at the MCC, and attendees were able to provide feedback on Monticello's future. In addition, Community Development staff provided an update on the vision and comp plan process to the Monticello Township Board on Monday, November 18th. Attached to this report is the information summary provided to the board. As noted in the report, engagement continues for the visioning process at this time, with staff attending the Monticello High School Resource Fair on November 19th and holding a listening session at St. Henry's Church on November 23,d Council members should encourage participation in the online survey. This is one of the last opportunities for engagement in the visioning process. Important Upcoming Dates Tuesday, December 3rd — Joint City Council and Planning Commission review of Concept Stage PUD for proposed UMC Expansion Monday, December 9th — Planning Commission and Council joint meeting to review draft Monti204O Vision Report Tuesday, December 10th — Monti204O TAC/CAC meeting at 4:30 PM Monti204O Community Workshop at 6 PM Monticello >)) 2040 VISION Kick Off & Pep Rally Highlights oLAN • The September kick-off events for Monti204O were a success! Thanks to all who attended the introductory Technical and Community Advi- sory Committee meetings September 6th and 7th! We had great at- tendance on the community bus tour. • Although it was a cold and drizzly day, great feedback was received at the Music on the Mississippi event on Saturday, September 7th. • Monticello 2040 Sounding Boards were placed around the communi- ty. The Sounding Boards featured four key questions to help us better understand Monticello's strengths, challenges, vision, and values. • In addition, the Sounding Board was available in digital form at httr)s://www.survevmonkev.com/r/montisurvevl. • All Monticello School District staff were emailed to encourage completion of the online survey and Sounding Boards. PW - TAC/CAC Pep Rally 10/15/19 Monticello ))) 2040 VISION + PLAN - Monti204O Sounding Board • Staff met with the Monticello Rotary and Monticello Fire Department to get their Sound- ing Board input. • At the October 15th Mont12040 Pep Rally, the TAC/CAC helped us focus on the voices we need to hear in this process, the best way to reach them, and provide the CAC and TAC the resources they need to champion the plan and encourage participation). • The first and second issues of the Monti204O enews have been sent— sign up at: https:// www.ci.monticello.mn.us/ monti204O • Four online "Quick Polls" were posted on social media for the first phase of engagement. • With Lakota, the City developed a Monti204O FAQ to help the TAC/CAC and policymakers talk about the plan and encourage community involvement. TAC/CAC Bus Tour, 9/6/19 Future Forward: Community Speak Out Events • City staff attended the downtown Trick or Treat event on October 24th, 2019 to ask what qualities participants most appreciate about their community and to encourage attendance at the November 2nd event. • Thursday, October 31St and November 1st, a series of Stakehold- er Meetings were held to gain additional insight on the challenges and opportunities for the community. Participants are at right. • On Friday, November 1st, a TAC/CAC Meeting was held to preview the information to be presented at the community workshop. • The Future Forward — Community Speak Out! was held on Saturday, November 2nd with great participation! The event was held in conjunction with the craft fair at the MCC. Great participation and feedback! • Following the Speak -Out, a new survey has been posted to con- tinue gathering input from community members who couldn't be at the November 2nd event. Tell your friends, neighbors and coworkers about the survey and encourage their partic- ipation! https://www.ci.monticello.mn.us/monti204O Downtown Trick or Treat Community Speak Out! Community Speak Out! Student Stakeholder Session So What Else is Happening and What's Next? • You can see all the materials from the TAC/ CAC meeting and Future Forward Speak Out by visiting www.ci.monticello.mn.us/ monti2040 Station 1: Introduction Station 2: Monticello Fast Facts Station 3: Monticello Mapped Station 4: Monticello Speaks Station 5: Land Use + Character Station 6: 2040 Scenarios A "Navigating Your Competitive Future" workshop was held on Thursday, November 14th, 2019 from 4:30-6:30 PM at the Prairie Center Building to provide a market per- spective on development. Panelists for the session included: • John Rask, Vice President Land, M/I Homes • Patrick Daly, Dir. of Real Estate Devel- opment, Land, Ryan Companies US, Inc. • Jamie Thelen, President/CEO, Sand Companies, Inc. • Tammy Omdal, Managing Director, Public Finance, Northland Securities • Staff will be continuing to seek input at local events and locations prior to the end of the month • Monticello High School Resource Fair • St. Henry's Church • MCC • Mark Your Calendar! • The next TAC/CAC meeting is tentative- ly scheduled for Tuesday, December 10th at 4:30 PM. • The next community workshop, which is expected to feature the draft Vision Report is scheduled for Tuesday, December 10th at 6 PM. Help us croft Q vision Sfutemenr For MonUceiio? A vision srurement is on ospirotionut description or tie community's pro rerred idea ora gow or what toey want their dry to achieve or aceomptiso over tree long term. Use Me card provided to VO irr the Wanks and tet us know your vision ror Mondcotlo irP Zoe future_ The City of Monticello will become a community focused around while preserving its and Monticello will serve as a model for hover a town can develop into a As one of the most , small cities in the State, Monticello will seek to uphold its , and Monticello will become known for that makes Monticello the . and City of choice for people to live, work and play. The City of Monticello is a , and community that respects the quality of its environment, fosters a sense of t encourages a Iifestyle and supports a to promote a prosperous economy. 7�CH Y OF %ntfcdo COMMUNITY DEVELOPMENT DEPARTMENT — ECONOMIC DEVELOPMENT October 22, 2019 — Attended CentraCare Monticello Foundation Breakfast Event, Riverwood Extreme, Monticello, MN October 22, 2019 - Development Prospect #6580 Mtg. October 28, 2019 - Rotary Club Mtg. October 28, 2019 — Mtg. with UMC Consultant October 29, 2019 — Attended Wright County Workforce Pathways Breakfast with Businesses Mtg., American Legion, Monticello, MN October 30, 2019 — EDA Special Mtg. — tour of Beard Group, Inc. Redevelopment Project in Robbinsdale, MN November 1-2, 2019 — Comprehensive Plan Process activities -events November 4, 2019 — Rotary Club Mtg. November 5, 2019 — Mtg. with development prospect November 13, 2019 — Mtg. with development prospect November 14, 2019 — Co -Work Space Group Mtg., MCC November 18, 2019 — Rotary Club Mtg. November 19, 2019 — Attended Monticello Chamber of Commerce Luncheon, MCC November 20, 2019 — Wright County Workforce Pathways Mtg, Wright Tech Center, Buffalo, MN November 21, 2019 — Community Development Networking Event, Big Lake, MN CITY OF �r1t1C�� ............� Transactions October 2019, the DMV processed 10,018 transactions 897 more than October 2019. DMV year -to date revenue is $664,132.82 an increase of $63,937.25 or 10.7% over the same period last year. Please see the following graphs for more detail. $4,000,000 $3,500,000 $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 $700,000 $600,000 $500,000 $400,000 $300,000 $200,000 $100,000 140,000 120,000 100,000 80,000 60,000 40,000 20,000 DMV Revenue Comparison �'},/}U,433 Oct 2011 Oct 2012 Oct 2013 Oct 2014 Oct 2015 Oct 2016 Oct 2017 Oct 2018 Oct 2019 DMV Transaction Comparison 10,018 Oct 2011 Oct 2012 Oct 2013 Oct 2014 Oct 2015 Oct 2016 Oct 2017 Oct 2018 Oct 2019 DMV Year -to -Date Revenue Comparison Oct 2011 Oct 2012 Oct 2013 Oct 2014 Oct 2015 Oct 2016 Oct 2017 Oct 2018 Oct 2019 DMV Year -to -Date Transaction Comparison 122,309 Oct 2011 Oct 2012 Oct 2013 Oct 2014 Oct 2015 Oct 2016 Oct 2017 Oct 2018 Oct 2019 CITY OF M04iLeflo HI -WAY LIQUORS Sales through October 31, 2019 Attached is the data for total sales in each major category through the end of October 2019. Hi -Way Liquors Sales Report 10/31/2019 Total Sales ■ 2009 ■ 2010 ■ 2011 - ■ 2012 Month 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 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 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 Mar 318,050.39 324,062.21 335,032.60 388,195.21 408,071.17 377,391.62 388,003.16 401,256.91 417,005.50 473,811.33 477,467.15 Apr 346,738.34 369,112.88 389,543.24 347,321.09 388,395.50 389,250.82 421,280.89 428,729.44 448,141.63 467,192.12 489,072.87 May 384,337.08 399,489.67 409,309.12 433,829.01 436,195.21 498,095.67 523,401.05 482,917.95 503,867.81 549,206.70 560,332.38 Jun 381,782.23 377,458.15 409,726.07 461,423.68 440,255.04 426,392.73 474,203.81 470,585.33 521,559.76 561,287.34 588,209.75 Jul 430,838.23 466,122.69 466,738.15 447,452.18 485,459.76 479,174.06 542,973.27 527,519.46 563,935.31 571,270.49 620,426.16 Aug 383,523.07 386,245.30 408,734.83 445,158.94 503,181.84 484,955.71 470,505.22 462,669.36 497,201.21 544,029.21 602,951.70 Sep 346,900.80 346,557.62 373,719.64 390,399.33 379,381.19 397,495.82 439,444.29 448,218.93 501,126.67 481,663.70 496,193.64 Oct 360,742.04 375,367.40 365,702.14 372,676.23 396,328.87 409,967.74 460,096.82 454,442.30 461,549.38 467,600.32 501,342.95 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 $ 5,158,300.02 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 $ (931,927.94) Change' 7.0% 2.9% 3.9% 4.1% 4.1% 2.4% 6.3% -0.7% 5.6% 5.7% -15.3% $700,000 $600,000 $500,000 $400,000 $300,000 $200,000 $100,000 Jan Feb Mar Monthly Hi -Way Sales Apr May Jun Jul Aug Sep Oct Nov - ■ 2009 ■ 2010 ■ 2011 - ■ 2012 ■ 2013 ■ 2014 02 15 - ■ 2018 ■ 2019 Dec CYM-LYM 2.5% 4.8% 0.8% 4.7% 2.0% 4.8% 8.6% 10.8% 3.0% 7.2% Y -T -D 2.5% 3.6% 2.6% 3.1% 2.9% 3.2% 4.1% 5.1% 4.8% 5.1% Hi -Way Liquors Sales Report 10/31/2019 Beer 2019 CYM-LYM Y -T -D $ 198,202.11 $ 197,270.15 -0.5% -0.5% 187,042.58 196,211.84 4.9% Month 2009 2010 -0.4% 2011 2012 2013 2014 2015 2016 2017 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 Feb 137,055.23 140,624.54 257,557.44 150,075.08 150,589.28 162,865.75 161,168.63 164,508.11 175,055.27 179,346.12 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 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 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 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 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 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 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 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 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 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 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 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 Change' 5.9% 4.7% 1.7% 6.6% 2.3% 2.6% 6.1% 0.2% 6.0% $400,000 $350,000 $300,000 $250,000 $200,000 x-- $150,000 $100,000 $50,000 Jan Feb Mar Apr May Monthly Beer Sales Jun Jul Aug Sep 2018 2019 CYM-LYM Y -T -D $ 198,202.11 $ 197,270.15 -0.5% -0.5% 187,042.58 196,211.84 4.9% 2.1% 233,971.24 232,963.84 -0.4% 1.2% 224,348.27 244,892.28 9.2% 3.3% 306,245.55 304,724.08 -0.5% 2.3% 309,163.93 335,878.00 8.6% 3.6% 314,343.95 352,522.92 12.1% 5.1% 292,626.23 335,258.06 14.6% 6.5% 257,557.44 262,477.64 1.9% 6.0% 230,112.85 246,829.33 7.3% 6.1% 238,870.03 281,924.05 $ 3,074,408.23 $ 2,709,028.14 $ 140,555.10 $ (365,380.09) 4.8% -11.9% ■ 2009 ■ 2010 ■ 2011 ■ 2012 ■ 2013 ■ 2014 ■ 2015 ■ 2018 ■ 2019 Oct Nov Dec Hi -Way Liquors Sales Report 10/31/2019 Liquor Month 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 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 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 Mar 88,569.65 93,133.42 101,047.04 112,244.43 124,487.55 116,316.49 118,269.49 118,839.79 131,238.09 151,716.52 159,432.14 Apr 90,627.19 95,025.54 110,898.81 98,080.67 113,594.37 115,579.47 123,841.34 126,073.89 130,114.53 136,883.13 147,197.73 May 102,041.75 106,395.62 111,586.59 114,299.35 127,622.31 135,370.38 140,116.66 129,009.36 142,237.28 160,936.65 170,109.40 Jun 103,580.02 102,086.20 115,136.72 128,604.32 124,019.90 120,291.71 136,716.81 135,763.26 147,813.59 168,769.36 166,679.78 Jul 118,883.98 122,861.98 130,624.19 123,672.73 139,270.04 139,967.77 155,436.54 150,173.35 160,220.37 170,108.99 178,157.56 Aug 103,977.01 101,487.43 113,869.37 126,065.14 141,197.73 138,660.76 136,440.40 135,841.14 144,263.78 164,013.08 180,017.57 Sep 94,335.50 94,528.17 103,373.64 109,153.56 107,605.71 115,119.19 129,195.42 130,101.01 143,252.37 147,649.35 153,415.28 Oct 102,236.90 102,983.14 103,533.14 106,326.73 116,677.74 124,271.15 140,198.97 128,290.50 145,864.34 150,852.02 161,850.02 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 $ 1,601,358.57 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 $ (308,594.40) Change' 7.6% 3.0% 7.3% 4.0% 7.9% 2.6% 5.7% -0.6% 7.1% 9.8% -16.2% Monthly Liquor Sales $250,000 $200,000 $150,000 $100,000 $50,000 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec ■ 2009 ■ 2010 ■ 2011 ■ 2012 ■ 2013 ■ 2014 ■ 2015 ■ 2018 ■ 2019 CYM-LYM 6.4% 10.4% 5.1% 7.5% 5.7% -1.2% 4.7% 9.8% 3.9% 7.3% Y -T -D 6.4% 8.4% 7.2% 7.3% 6.9% 5.3% 5.2% 5.9% 5.6% 5.8% Hi -Way Liquors Sales Report 10/31/2019 Wine Month 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 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 $ 60,047.20 $ 61,183.52 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 62,027.36 58,391.94 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 74,221.20 70,209.75 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 93,299.96 83,324.61 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 61,684.97 67,148.30 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 61,777.09 62,727.56 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 64,494.29 64,596.65 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 67,701.51 64,188.91 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 59,923.84 62,984.34 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 70,894.54 77,535.39 Nov 66,331.86 71,928.30 85,933.28 97,249.52 96,824.40 117,402.23 122,947.90 83,896.45 109,969.88 107,567.02 Dec 84,285.84 101,676.19 109,267.01 116,610.70 113,008.24 115,617.50 120,274.96 129,536.28 124,115.79 120,746.12 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 $ 904,385.10 $ 672,290.97 Change $ 83,338.23 $ 82,041.45 $ 91,345.22 $ 63,924.14 $ 47,985.12 $ 7,961.57 $ 58,953.24 $ (38,649.37) $ 5,068.48 $ 10,234.15 $ (232,094.13) Change' 16.9% 14.3% 13.9% 8.5% 5.9% 0.9% 6.8% -4.2% 0.6% 1.1% -25.7% $140,000 $120,000 $100,000 $80,000 $60,000 $40,000 $20,000 $- Jan Feb Apr May Monthly Wine Sales ■ 2009 ■ 2010 ■ 2011 ■ 2012 ■ 2013 ■ 2014 ■ 2015 2018 ■ 2019 Jun Jul Aug Sep Oct Nov Dec CYM-LYM Y -T -D 1.9% 1.9% -5.9% -2.0% -5.4% -3.3% -10.7% -5.7% 8.9% -3.1% 1.5% -2.4% 0.2% -2.1% -5.2% -2.5% 5.1% -1.7% 9.4% -0.6% $7.0 $6.5 $6.0 $5.5 CA c ° $5.0 $4.5 $4.0 $3.5 Liquor Store Sales - Rolling 12 Month Periods v c� z v c` N z v c �' z v c` N z v c �^ z v c N z v c` un z v c N z v c` N z v c �' z v c rDN v v — `° p D v v — f D 0 v v —rD D v v — `° p v v — v v — `D v v — `D v v —rD D v v — `D v v — O N N N N N N N N N N l0 0 w -ph U-1 0) V 00 l0 CITY OF Monticello MONTICELLO COMMUNITY CENTER Transactions and visits Year to date (10.31.19), the MCC processed 64,298 transactions compared to 70,110 transactions last year. The MCC year to date revenue is down from the previous year by $23,762, totaling $1,399,732. This is largely due to the pool being closed for the slide and spa projects. Year to date membership visits are up by 488, totaling 111,688 visits. Members are at a total of 4,821 compared to 5,220 last year at this time. We had 196 members renew this month and 73 new members. MCC 10/31 YTD Activity 120000 100000 80000 60000 40000 20000 0 YTD Transactions YTD Member Visits $1,600,000 $1,400,000 $1,200,000 $1,000,000 $800,000 $600,000 $400,000 $200,000 ■ 2017 ■ 2018 ■ 2019 MCC 10/31 YTD Revenue 0 2017 0 2018 0 2019 Council Connection — 11/28/19 MCC 10/31 Members 6000 5000 4000 3000 2000 1000 0 IN w 2017 ■ 2018 ■ 2019 Program updates Check out our new waterslide!f! The pool and slide reopened Friday, November 1, as scheduled. I �f�ti 0 CITY OF moniieflo PUBLIC WORKS Meadow Oak Park — Native Prairie Project The Parks Department is working with Great River Energy to clear problematic vegetation in a utility easement and restore an area around Meadow Oak Park & Pathway to a native prairie and pollinator habitat. Great River Energy plans to remove an overgrowth of invasive vegetation in its utility easement and on City of Monticello property in late November 2019. Then in spring 2020 the Parks Department will plant a native, pollinator -friendly habitat in the area. Impacted residents received a letter and map explaining the project, but city staff has also provided information on the Meadow Oak Park webpage given that the pathway and park are used by the wider community. The information about the project can be viewed at: www.ci.monticello.mn.us/meadowoak.