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City Council Agenda Packet 07-10-2017AGENDA CITY COUNCIL SPECIAL WORSHOP MONTICELLO CITY COUNCIL Monday, July 10, 2017 — 5:30 p.m. North Mississippi Room, MCC AGENDA 1. Call to Order 2. Purpose of Workshop: 2018 Budget Presentations 3. Adjournment AGENDA REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, July 10, 2017 — 6:30 p.m. Mississippi Room, Monticello Community Center CITY COUNCIL SPECIAL MEETINGIWORKSHOP North Mississippi Room 5:30 p.m. Budget Workshop 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 Meeting Minutes • Special Meeting Minutes from June 26, 2017 • Regular Meeting Minutes from June 26, 2017 C. Consideration of Adding Items to Agenda D. Citizen Comments E. Public Service Announcements/Updates • Anna Bohanon — Live Wright, Regional Active Living, community health survey, and Regional Active Transportation Plan • Riverfest • Movie in the Park • Bertram Blast Volunteer Opportunities • Construction Update F. Council Liaison Updates • Highway 25 Coalition • BCOL G. Department Updates • City Administrator Update 2. Consent Agenda A. Consideration of approving payment of bills B. Consideration of approving new hires and departures for City departments C. Consideration of approving the sale/disposal of surplus city property D. Consideration of adopting Resolution 2017-30 accepting a donation from the Ellison family of property located at 707 West Broadway with an estimated market value of $169,600 E. Consideration of approving individual pension contribution amount for Volunteer Firefighter Relief Association members F. Consideration of adopting Resolution 2017-39 approving the release of temporary easement located in Lot 6, Auditor's Subdivision No. 1 G. Consideration of adopting Resolution 2017-31 calling for a public hearing on August 14, 2017, for vacation of a portion of drainage and utility easements as legally described for Monticello Big Lake Community Hospital District Second Addition H. Consideration of approving amendment to Conditional Use Permit for Final Stage Planned Unit Development for entrance and building additions in a B-2 (Limited Business) District and an encroachment agreement for building entrance. Applicant: Lemke, Lenore - CentraCare Health Monticello I. Consideration of adopting Resolution 2017-32 authorizing preparation of a feasibility report for improvements to Chelsea Road (between TH 25 and Fallon Avenue) (estimated cost of $85,000) J. Consideration of adopting Resolution 2017-33 authorizing preparation of a feasibility report for improvements to 7th Street (Cedar Street to west of Washington Street) and Cedar Street (south of 7th Street) (estimated cost of $35,000) K. Consideration of adopting Resolution 2017-35 declaring the official intent of the City of Monticello to reimburse certain expenditures from the proceeds of bonds to be issued by the city for the Chelsea Road (west of Fallon Avenue to TH 25) utility and street improvements and 7th Street (Cedar Street to west of Washington Street and Cedar Street (south of 7th Street) street improvements L. Consideration of adopting Resolution 2017-37 accepting the bid and awarding a contract for the 2017 stoplight painting project to Pole Painting Plus of Albertville in the amount of $33,800 2A. Consideration of items removed from the consent agenda for discussion 3. Public Hearings A. PUBLIC HEARING - Consideration of adopting Resolution 2017-34 approving the vacation of a portion of the drainage and utility easements for Lot 2 and Lot 3, Block 1 of Monticello Commerce Center Fifth Addition. Applicant: Laurentian Properties, LLC B. PUBLIC HEARING — Consideration of adopting Resolution 2017-38 authorizing the issuance of conduit revenue bonds for the benefit of the SRCS Building Company 4. Regular Agenda A. Consideration of a request for Comprehensive Plan Amendment for `Places to Shop' to `Places to Work' and a request for Rezoning from a B-4 (Regional Business) District to a I-1 (Light Industrial) District. Applicant: Jim Bowers and John Chadwick 5. Added Items 6. Adjournment MINUTES SPECIAL MEETING — MONTICELLO CITY COUNCIL Monday, June 26, 2017 — 5 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, Angela Schumann, Shibani Bisson, Rachel Leonard, Tom Moores, Sarah Rathlisberger, Tr Ergen, Matt Theisen, and Jim Thares Others: Jim Eichten, MMKR 1. Call to Order Mayor Brian Stumpf called the special meeting to order at 5 p. 2. 2016 Audit Review Wayne Oberg, Finance Director, gave a presentation previewing thN2O1 inancial Audit that Eichten, MMKR, will present at the Council meeting. He commended his staff for their work and participation in the audit. Additionally, he, along with Mr. Eichten, MMKR, noted that the cost of the audit has decreased over the years due to the Finance Department staff efforts and their participation in the audit. Mr. Oberg discussed inter loans and the efforts tak*to reduce the number. There have been no interfund loans for the last five years. He also commented on the investment horizon and the fact that the city should limit the number of long term investments. 4Both Mr. Oberg and Mr. Eichten commented on the improvement of the city's financial state over the last five years. 3. Review Street Projects CIP a -nancing Shibani Bisson, WSB/City Engineer, gave a presentation on the Capital Improvement Plan (CIP) 2018-2022. Ms. Bisson noted that the purpose of the workshop was to provide information on future projects, such as construction timing and financing, and receive feedback and direction from the City Council. The Fallon Avenue Overpass is scheduled for 2018. -Bonding for the project assumes the recommended $5 million per year maximum bonding threshold per the Finance Director. Because of this, other projects, such as Chelsea Road, were listed to take place later than 2018. Mayor Stumpf expressed that he would like to see that project done sooner. If the project is completed the following year, individuals in this area would see two years of road projects. There were two individuals who were invited to speak at the meeting. Mark Coady, 9205 Country Ave., and Mike Larsen, 733 MN Street. These individuals both commented on the need for improvements to Chelsea Road. After some discussion among the City City Council Special Meeting Minutes—June 26, 2017 Council, there was consensus to direct staff to prepare authorization for a feasibility study in regard to Chelsea Road improvements. 4. Adjournment By consensus the meeting was adjourned at 6:15 p.m. Recorder: Approved: 44 Jennifer Schreiber City Council Special Meeting Minutes—June 26, 2017 REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, June 26, 2017 — 6:30 p.m. Mississippi Room, Monticello Community Center Present: Brian Stumpf, Jim Davidson, Bill Fair, Charlotte Gabler, and Lloyd Hilgart Absent: None. 1. General Business 0 B. C. Call to Order & Pledge of Allegiance Mayor Stumpf called the meeting to order at 6:30 p.m. All City Councilmembers were present. Avvroval of Meeting Minutes Special Meeting Minutes from Councilmember Gabler mov June 1N20ecial City Council meeting minutes. Councilmeilgart seconded a motion. Motion carried unanimously. t I'C Regular Me�ing Minutes from June 12, 2017 CouncilmembeirGabler moved approval of the June 12, 2017 regular City Council meeting minutes. Councilmember FAr seconded the motion. Motion carried unanimously. Consideration of Adding Items to the Agenda • Councilmember Hilgrt added discussion on Sunday liquor sales. D. CitjXpn Comments • Shawn Cornelius and Colleen Schnappauf, 9644 Park Place Dr., and Richard and Janel Leiding, 9662 Park Place Dr., addressed the City Council with a request to expand their driveways beyond the 24 feet allowed by ordinance. Mayor Stumpf would like staff to review the ordinance and advised that the property owners work with staff to resolve the issue. E. Public Service Announcements • Shibani Bisson, WSB/City Engineer, provided an update on: 1) TH 25/71h Street Intersection project which is scheduled to be completed by July 10; and 2) 2017 Street Reconstruction project which has commenced on Gillard Avenue. City Council Minutes —June 26, 2017 Page 1 1 9 F. Council Liaison Updates • Library Board — Councilmember Gabler gave an update and noted that there has been no water leakage in the building since the repairs were made. • EDA — Councilmember Davidson provided an update and noted that they discussed the following: the Downtown Small Area Study (which was tabled); the GMEF loan program guidelines; and the appointment of an additional member to the Ellison Committee. • MOAA — Councilmember Hilgart commented that the board reviewed one property item. • WCAT — Councilmember Hilg e t this was a joint meeting and gave a brief update. G. Department Updates • Jeff O'Neill, City Administrator, provided an update on the following: 1. The closing on the Ellison House will be the week of June 26, 2017. The committee on the Ellison House has been establi*ed and will be scheduled to meet. 2. The Coalition of Utility Cities annkal meeting is on Wednesday, June 28, 2017. L 3. -The City/County emergency response taye top meeting is scheduled for Thursday, June 29, 2017. • Stacy Morse, 6th District Director, provided a congressional update on: 1) Senate Health Bill; Home Mortgage Disclosure Adjustment Act; Flood Insurance Reauthorization and Reform; Expo 2023; and support transportation projects in the 6th District 2.sent Alen 2.I cilmember Fair moveNaval of the consent agenda excluding items J, M, O, P, a . Councilmember Davidson seconded the motion. Motion carried unanimo A. Conside ion of 7pproving the payment of bills. Recommendation: Approved the bill and purchase card registers for a total amount of $743,600.36. B. Consideration of approving new hires/departures. Recommendation: Approved the hires for the MCC and Parks and departures for MCC. C. Consideration of approving the sale/disposal of surplus city property. Recommendation: No report this cycle. City Council Minutes —June 26, 2017 Page 2 1 9 D. Consideration of shifting to paperless agendas beginning the first City Council meeting in July 2017. Recommendation: Approved the transition to paperless agendas beginning the City Council meeting on July 10, 2017. E. Consideration of approving an application for a temporary on -sale liquor license for the Monticello Lions Club for their Brewfest event on August 19, 2017. Recommendation: Approved the application for a temporary liquor license for the Monticello Lions Brewfest event on August 19, 2017 at West Bridge Park. F. Consideration of approving a Special Event Perm4allowing exclusive use of West Bridge Park and related assistance in conjunction with the Brewfest event on August 19, 2017. Recommendation: Approved the special event permit allowing temporary use of West Bridge Park for the Monticello Lions Brewfest event from 7 a.m. to 10 a.m. on Saturday, August 19, 2017, including City assistance, use of municipal parking lots, and street closures. Approved contingent on: 1) continued site plan and parking use coordination with the Street Superintendent and Park Superintendent; appropriate signage and fencing in coordination with the Street and Park i Superintendents; continued coordination with the Chief Building Official on an tent permits; verification of trash and portable bathroom services for the event; verification of notification of affected local businesses and residents with a 2 -block radius of the Park by permit holder, no later than two weeks prior to event; and event coordination with Wright County Sheriffs Office. G. Consideration of approving a Special Event Perrffit for outdoor entertainment at Chatter's Bar & Grill on July 14 and 15, 2017. Recommendation: Approved the special event permit for outdoor entertainment at Chatter's restaurant Bar & Grill for July 14 and 15, 2017, including: 1) exemption from the noise ordinance; and pending approval of Chief Building Official on tent permit. HXeveration of approving annual liquor license renewals for 2017-2018. mendation: Approved the liquor license renewal for 2017-2018 July 1, 2017 to June 30, 2018. I. Consideration of approving the Finance Manager to attend 2017 Accela Finance and Administration National Training in Portland, OR on 7/19/17 through 7/20/17 at an estimated cost of $1,750. Recommendation: Approved the Finance Manager to attend the 2017 Accela Finance and Administration National Training in Portland, OR on 7/19/17 through 7/201/17 at an estimated cost of $1,750. J. Consideration to approving the Community Center Director to attend the 2017 National Recreation and Parks Association Conference in New Orleans, LA on 9/25/17 through 9/28/17 at an estimated cost of $1,537. Recommendation: ITEM WAS REMOVED FROM THE CONSENT AGENDA. City Council Minutes —June 26, 2017 Page 3 1 9 K. Consideration of approving a request for Development Stage Planned Unit Development and Preliminary Plat for Spaeth Industrial Park for a multi -lot industrial development in an I-2 (Heavy Industrial) District. Applicant: Spaeth, Ken. Recommendation: Approved the proposed Development Stage PUD for the Spaeth Industrial Park, based on the findings in Resolution No. PC -2017- 012, and subject to the conditions of Exhibit Z of the staff report. L. Consideration of approving Summary Ordinance No. 671A for amendment to the Monticello Zoning Ordinance Chapter 4, Section 3 — Fences and Walls; Chapter 4, Section 5 for regulations for multi -tenant building signage, Chapter 5, Section 3 for regulations on Accessory Use Dwellings, and Chapter 5, Section 4 for regulations for Temporary Uses — Food Trucks. Recommendation: Adopted Summary Ordinance 671A amending the Monticello Zoning Ordinance Chapter 4, Section 3 — Fences and Walls; Chapter 4, Section 5 for regulations for multi -tenant building signage, Chapter 5, Section 3 for regulations on Accessory Use Dwellings, and Chapter 5, Section 4 for regulations for Temporary Uses — Food Trucks. M. Consideration of calling for a public he n `date' by theNMoncello Planning Commission on the amendment to the Mo ticello Comprehensive Plan for adopting of the Downtown Small Area Study. Recommendation: ITEM WAS REMOVED FROM THE CONSENT AGENDA�, N. Consideration of approving installation of new electrical service at Well House #2 by Olson & Sons Electric (OSE) for $12,259 and Xcel Energy for $12,912.85 (total of $25,171.85). Recommendation: Approved the installation of a new electrical service for Well gouse #2 for the total of $25,171.85, including the new pole from Xcel Energ and underground service installed by Olson & Sons Electric. w O. Consideratio�f appro n outside cleaning service to clean city buildings at a cost of $53,100 annuallv. y. commendation: ITEM WAS REMOVED FROM THE CONSENT AGENDA. P. Consideration of approving the replacement of Community Center aquatic play structure by Recreation by Lemmie Jones for $99,765. Recommendation: ITEM WAS -REMOVED FROM THE CONSENT AGENDA. Q. Consideration of approving the plaster resurfacing of the pool vessel at the Community center by Northern Pool Restoration at a cost of $79,653.29. Recommendation: ITEM WAS REMOVED FROM THE CONSENT AGENDA. R. Consideration of approving payment of sick time balances, estimated at $81,760, into the MN State Healthcare Savings Plan for union employees transitioning to City Council Minutes —June 26, 2017 Page 4 1 9 the city's PTO plan. Recommendation: Approved payment of sick time balances, estimated at $81,760, into the MN State Healthcare Savings Plan for union employees transitioning to the city's PTO plan. 2A. Consideration of items removed from the Consent Agenda for discussion. J. Consideration of approving the Community Center Director to attend the 2017 National Recreation and Parks Association Conference in New Orleans, LA on 9/25/17 through 9/28/17 at an estimated cost of $1,537. Councilmember Gabler removed the item and que0ioned the Parks Superintendents attendance at this conference. Tom Pawelk responded that he is interested in attending, but a decisionwant be made until closer to the date. Councilmember Gabler moved approval for the Community Center Director to attend the 2017 National Recreation and Parks Conference in New Orleans, LA on 9/25/17 through 9/28/17 at an estimated cost of $1,537. Councilmember Fair seconded thevion. Ition carried unanimously. M. Consideration to call for a public hearing on July 11, 2017 by the tonticello Planning Commission on the amendment to the Monticello Comprehensive Plan for adoption of the Downtown Small Area Plan.hl�pplicant: City of Monticello. Councilmember Gabler removed the item and �>ied why the public hearing was being set when the EDA tabled the item. Angela Schumann, Community Development Directo responded that staff is proceeding with caution in setting the public hearing. If t warrants, the item will be tabled. +. ► Councilmember Gabler moved to call for a public hearing by the Monticello Planning Commission on July 11, 2017, to consider amendments to the Monticello Comprehensive Plan for adoption of the Downtown Small Area Ian. Councilmember Hiliart seconded the motion. Motion carried unanimously. O. Consideratio;oroving an outside cleaning service to clean city buildingsfor $53,100 an uCouncilmemdson removed the item and questioned the origin of the savings. Ann Mosack, MCC Director, responded that that the actual costs were from moving to cleaning service versus using part time employees. Mayor Stumpf questioned whether background checks were completed on the cleaning service. Ms. Mosack confirmed that background checks are required, as is liability insurance. City Council Minutes —June 26, 2017 Page 5 1 9 Councilmember Davidson moved approval of a commercial cleaning service for $53,100 annually by the Carefree Cleaning. Councilmember Fair seconded the motion. Motion carried unanimously. P. Consideration of approving the replacement of Community Center aquatic play structure by Recreation by Lemmie Jones for $99,765. Jeff O'Neill provided some background on the item and noted that Ann Mosack has included a list of future projects that the Community Center is planning for. Ms. Mosack stated that the decision to move forty rd with the play structure is to coincide with the resurfacing of the pool, which islso on the current agenda for approval. Wayne Oberg, Finance Director, commented on the budget process and the need to manage resources. He recommended that this be a budgeted item. Councilmember Davidson questioned waiting on approval and budgeting for the item in a future budget cycle. Mayor Stumpf expressed his support to complete the project. 'A k Councilmember Gabler moved approval of replacement of Community Center's aquatic play structure for $99,765 by Recreation by Lemmie Jones. Councilmember Fair seconded the motion. Motion carried 4-1; Councilmember Davidson voted against.I Q. Consideration of approving the p urfacithe pool vessel at the Community Cente by Northern Pool on a ost of $79,653.29. This item was rem with Item P. Mayor Stumpf moved approval of plaster resurfacing of the pool vessel for $79,653.29 by Northern Pool Restoration. Councilmember Gabler seconded the motion. Motion carried unanimously. 3. Public Hearing q A. PUBLIC HEARING — Consideration of adoi)tin2 Resolution 2017-29 approvinz property tax abatement related to infrastructure improvements in the Citv of Monticello. F Wayne Oberl introduced the item. There were some questions on the term tax abatement. Tammy Omdal, Northland Securities, explained that the term is actually in state statute and is the process of which allows cities to levy a property tax. Mayor Stumpf opened the public hearing. No one testified. Mayor Stumpf closed the public hearing. Councilmember Hilgart moved to adopt Resolution 2017-29 approving property tax abatement related to infrastructure improvements in the City of City Council Minutes —June 26, 2017 Page 6 1 9 Monticello. Councilmember Fair seconded the motion. Motion carried unanimously. 4. Regular Agenda A. Consideration of approving acceptance of the 2016 Audit Report. Jim Eichten, MMKR, presented a summary of MMKR's findings and summarized the highlights of the city's audit. Mr. Eichten stated that the purpose of the audit is to test internal controls over financing reporting and compliance with laws and regulations. There were two findings under Singl�Audit of Federal Awards. These were: federal grant procurement requirements and documented written controls. Most cities that go through single audit for the first time are surprised about the federal grant procurement rule because it is so new. The City has written a corrective action plan and will be completed by the end of the year. Wayne Oberg added that the City Council already passed a policy regarding the federal grant procurement requirement. Councilmember Fair moved to accept the 2016 Audit Repo Councilmember Hilge u art seconded the motion. Motion carrinanimously. B. Consideration of a reciu%Normprehensive 16n Amendment reauidina Outlots C & D, Otter Creek Cross from `Places to ShM oto `Places to Work' and a request for rezo`ng the subW parcels from a B-440gional Business) District to a I-1 Oftt Inde) Distric%pplicant: Jim Bowers and John Chadwick. in 11 The applicants requested that the be tabled. Councilmember Gabler m o e the time. Councilmember Hilgart secnded the motion. Motion 'ed unanimously. I*%oki'liminary sideration of appro�ing� Development Stage Planned Unit Development and Plat for ChelsACorner for Office, Service, and Warehouse uses in AILd Rooster dined Unit Development. Applicant: Red Rooster Properties, IncNGri SteAC, gave a brief overview. The request is to subdivide an existing parc with multiple buildings to accommodate a new user. The Planning Commission recommended approval of staff's recommendation on a 3-1 vote. The dissenting vote had a preference for enhanced building materials for the proposed office building. Councilmember Fair moved approval of Alternative 1 — approval of Preliminary Plat for Chelsea Corner and Development Stage Planned Unit Development for Red Rooster, based on the findings in said resolution, and incorporating the conditions listed in Exhibit Z as recommended by the City Council Minutes —June 26, 2017 Page 7 1 9 Planning Commission, allowing for a chip seal or surfacing alternative acceptable to the City Engineer in lieu of pavement for extension to the rear of the proposed office building and accessory building. Councilmember Hilgart seconded the motion. Motion carried unanimously. D. Consideration of adontinQ Resolution 2017-27 accenting grant and committing to local matching funds for the 2017 MnDOT Stand -Alone Noise Barrier nroaram. Shibani Bisson provided a brief overview and noted that a neighborhood meeting was held on June 7, 2017. Approximately 15 residents attended and were supportive. At the meeting, residents were made aware that the City Council is considering special assessments as a funding option. A few residents spoke out that they were not in favor of being assessed. Discussion ensued among council members and it was a consensus to not assess the property owners. Councilmember Fair moved to adopt Resolution 2017-27 accepting the grant and committing to local matching funds for the 2017 MnDOT Stand -Alone Noise Barrier Program and not pursuing special assessments. Councilmember Da v' son seconded the motion. Motion carried unanimously. 61 Added Items • Councilmember Hilgart moved to open discussion bn previous Council decision in regard to Sunday Sales. Councilmember Davidson seconded the motion. Motion carried unanimously. The previous decision by City Council was to open the municipal liquor store on two Sundays — Christmas Eve and New Year's Eve in 2017. Councilmember Hilgart requested to revisit the item due to potential benefits to other local businesses if Monticello continues to attract regional shoppers because of its retail options and convenience. However, Mr. Hilgart still believes there is limited opportunity for additional project at HI -Way Liquors by opening on Sundays. Mayor Stumpf stated that it should be all or nothing, and would like to see a six month tr'al. Councilmember Davidson commented that the Council should have spent ti tudying and preparing and that he trusts staff's recommendation. Councilm tuber Fair stated that the city should wait and observe sales. Councilmember Gabler expressed her opinion that the city should at least try Sunday sales. Councilmember Hilgart made a motion to reconsider the decision. Councilmember Gabler seconded the motion. Motion carried 3-2; Councilmembers Davidson and Fair voted against. Councilmember Hilgart moved to allow Sunday liquor sales at Hi -Way Liquors. This includes reviewing monthly sales and revisiting the impact of the additional day when City Council Minutes —June 26, 2017 Page 8 1 9 hours are established for 2018. Councilmember Gabler seconded the motion. Motion carried 3-2; Councilmembers Davidson and Fair voted against. By consensus the meeting was adjourned at 8:34 p.m. Recorder: Jennifer Schreiber Approved: Attest: City Administrator City Council Minutes —June 26, 2017 Page 9 19 City Council Agenda 07/10/2017 2A. Consideration of avvrovin2 pavment 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 $1,382,001.50. 2. Motion to approve the registers with changes directed by Council. C. STAFF RECOMMENDATION: City staff recommends Alternative #1 or #2, per direction of Council. D. SUPPORTING DATA: • Bill registers and Purchase Card registers Accounts Payable Computer Check Proof List by Vendor User: Julie.Cheney Printed: 06/30/2017 - 10:33AM Batch: 00205.06.2017 - 205.06.2017 AP Invoice No Description Amount Payment Date Acct Number Vendor: 2645 WRIGHT CO AUDITOR-TREAS Check Sequence: 1 6/30/2017 PID 155.010.046050/707 Broadway West - Deec 6.65 06/30/2017 400-43300-431990 Check Total: 6.65 Vendor: 1581 WRIGHT CO RECORDER Check Sequence: 2 6/30/2017 PID 155.010.046050/707 Broadway West - Deec 46.00 06/30/2017 400-43300-431990 6/30/2017 Ellison House Donation -184,600.00 06/30/2017 998-00000-397000 6/30/2017 Ellison House Donation - Land 47,000.00 06/30/2017 998-00000-165010 6/30/2017 Ellison House Donation - Building 137,600.00 06/30/2017 998-00000-165010 Check Total: 46.00 Total for Check Run: 52.65 Total of Number of Checks: 2 The preceding list of bills payables was reviewed and approved for payment. Date: 7/10/17 Approved by: Mayor Brian Stumpf Moiiii6effo Y Reference ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (06/30/2017 - 10:33 AM) Page 1 Accounts Payable CJTY 0 F To Be Paid Proof List User: Debbie.Davidson 16 Printed: 07/03/2017 - 1:23PM� Batch: 00215.06.2017 - 215.06.2017 Xcel/CPE Invoice Number Invoice Date Amount Quantity Payment Date Task Type PO # Close PO Line # Account Number Description Reference CENTERPOINT ENERGY 1102 6/30/2017 6/30/2017 15.67 0.00 06/30/2017 False 0 217-41990-438100 Utilities - Gas/Electricity 5843395-5 6/30/2017 6/30/2017 17.03 0.00 06/30/2017 False 0 101-42700-438100 Utilities - Gas/Electricity 5863599-6 6/30/2017 6/30/2017 25.15 0.00 06/30/2017 False 0 101-45201-438100 Utilities - Gas/Electricity 5806932-5 6/30/2017 6/30/2017 184.20 0.00 06/30/2017 False 0 101-42200-438100 Utilities - Gas/Electricity 5821009-5 6/30/2017 6/30/2017 111.36 0.00 06/30/2017 False 0 101-45501-438100 Utilities - Gas/Electricity 5864452-7 6/30/2017 6/30/2017 39.48 0.00 06/30/2017 False 0 609-49754-438100 Utilities - Gas/Electricity 5788570-9 6/30/2017 6/30/2017 15.00 0.00 06/30/2017 False 0 101-45201-438100 Utilities - Gas/Electricity 5804618-6 6/30/2017 6/30/2017 122.34 0.00 06/30/2017 False 0 101-41940-438100 Utilities - Gas/Electricity 5768542-2 6/30/2017 6/30/2017 2,829.06 0.00 06/30/2017 False 0 226-45126-438100 Utilities - Gas/Electricity 5768542-2 6/30/2017 6/30/2017 45.88 0.00 06/30/2017 False 0 101-45175-438100 Utilities - Gas/Electricity 5768542-2 6/30/2017 6/30/2017 61.17 0.00 06/30/2017 False 0 101-42800-438100 Utilities - Gas/Electricity 5768542-2 6/30/2017 6/30/2017 15.00 0.00 06/30/2017 False 0 101-41940-438100 Utilities - Gas/Electricity 5828859-8 6/30/2017 6/30/2017 38.43 0.00 06/30/2017 False 0 101-41941-438100 Utilities - Gas/Electricity 8235331-9 6/30/2017 6/30/2017 16.76 0.00 06/30/2017 False 0 101-41941-438100 Utilities - Gas/Electricity 8235333-5 AP-To Be Paid Proof List (07/03/2017 - 1:23 PM) Page 1 Invoice Number Invoice Date Amount Quantity Payment Date Task Type PO # Close PO Account Number Description Reference 6/30/2017 6/30/2017 2,520.96 0.00 06/30/2017 False 602-49480-438100 Utilities - Gas/Electricity 8000015233-2 6/30/2017 6/30/2017 142.02 0.00 06/30/2017 False 101-43127-438100 Utilities - Gas/Electricity 5799425 6/30/2017 6/30/2017 29.89 0.00 06/30/2017 False 101-43127-438100 Utilities - Gas/Electricity 5799427 6/30/2017 6/30/2017 44.07 0.00 06/30/2017 False 101-43127-438100 Utilities - Gas/Electricity 5820786 6/30/2017 6/30/2017 231.57 0.00 06/30/2017 False 101-43127-438100 Utilities - Gas/Electricity 5837384 6/30/2017 Total: 6,505.04 CENTERPOINT ENERGY 6,505.04 MN DEPT OF REVENUE - ACH 1593 6/26/2017 6/26/2017 45,000.00 0.00 06/30/2017 False 609-00000-208100 DTOG-Sales Tax HI Way Liquor Sales Tax Accelerated Payment for June 6/26/2017 Total: 45,000.00 MN DEPT OF REVENUE 45,000.00 MONEY MOVERS, INC. 4732 100331 5/8/2017 251.25 0.00 06/30/2017 False 226-45122-430900 Technology Services MoneyMovers- Fitness Rewards -2/1-4/30/2017 100331 Total: 251.25 101044 6/5/2017 54.50 0.00 06/30/2017 False 226-45122-430900 Technology Services MoneyMovers- Fitness Rewards - May 2017 101044 Total: 54.50 Line # AP -To Be Paid Proof List (07/03/2017 - 1:23 PM) Page 2 0 0 0 0 0 0 0 0 Invoice Number Invoice Date Amount Quantity Payment Date Task Type PO # Account Number Description Reference MONEY MOVERS, INC. 305.75 VANCO SERVICES LLC 2438 Close PO Line # 00008222618 6/1/2017 16.45 0.00 06/30/2017 False 656-49870-443980 Bank Charges False Vanco Gateway Exchange - May 2017 00008222618 6/1/2017 56.05 0.00 06/30/2017 False 601-49440-443980 Bank Charges June 2017 6/30/2017 Vanco Gateway Exchange - May 2017 00008222618 6/1/2017 56.06 0.00 06/30/2017 False 602-49490-443980 Bank Charges Vanco Gateway Exchange - May 2017 00008222618 Total: 128.56 June 2017 6/30/2017 VANCO SERVICES LLC 128.56 06/30/2017 WELLS FARGO - Monthly Charges/Returns 2405 June 2017 6/30/2017 -2,160.86 0.00 06/30/2017 False 101-00000-362110 Interest Earnings -Investments Wells Fargo account interest earnings June 2017 6/30/2017 2,189.42 0.00 06/30/2017 False 101-41520-443980 Bank Charges Wells Fargo account service charge June 2017 6/30/2017 1,540.59 0.00 06/30/2017 False 226-45122-443980 Bank Charges MCC CC Fees (WF - Front Desk) June 2017 6/30/2017 216.08 0.00 06/30/2017 False 226-45122-443980 Bank Charges MCC CC Fees (WF - Online) June 2017 6/30/2017 76.81 0.00 06/30/2017 False 226-00000-220100 FM Vendor Pass thru Liability MCC CC Fees (iAccess - Fmrs Mkt) June 2017 6/30/2017 6,528.26 0.00 06/30/2017 False 609-49754-443980 Bank Charges Liquor Store CC Fees (WF) June 2017 6/30/2017 182.46 0.00 06/30/2017 False 101-41520-443980 Bank Charges City Hall CC Fees (WF) June 2017 6/30/2017 645.81 0.00 06/30/2017 False 601-49440-443980 Bank Charges Utility CC Fees (Bluefin) June 2017 6/30/2017 645.80 0.00 06/30/2017 False 602-49490-443980 Bank Charges Utility CC Fees (Bluefin) June 2017 6/30/2017 69.75 0.00 06/30/2017 False 601-49440-443980 Bank Charges Utility CC Fees (AmEx) AP -To Be Paid Proof List (07/03/2017 - 1:23 PM) Page 3 0 0 0 0 0 0 0 0 0 0 0 0 0 Invoice Number Invoice Date Account Number June 2017 6/30/2017 602-49490-443980 Bank Charges June 2017 6/30/2017 226-00000-115031 Accounts Receivable -CSI June 2017 6/30/2017 226-00000-115031 Accounts Receivable -CSI June 2017 Total: WELLS FARGO - Monthly XCEL ENERGY 1585 6/30/2017 6/30/2017 602-49480-438100 Utilities - Gas/Electricity 6/30/2017 6/30/2017 601-49440-438100 Utilities - Gas/Electricity 6/30/2017 6/30/2017 602-49490-438100 Utilities - Gas/Electricity 6/30/2017 6/30/2017 602-49490-438100 Utilities - Gas/Electricity 6/30/2017 6/30/2017 601-49440-438100 Utilities - Gas/Electricity 6/30/2017 6/30/2017 101-43120-438100 Utilities - Gas/Electricity 6/30/2017 6/30/2017 101-43120-438100 Utilities - Gas/Electricity 6/30/2017 6/30/2017 101-42500-438100 Utilities - Gas/Electricity 6/30/2017 6/30/2017 217-41990-438100 Utilities - Gas/Electricity 6/30/2017 6/30/2017 609-49754-438100 Utilities - Gas/Electricity 6/30/2017 6/30/2017 101-41940-438100 Utilities - Gas/Electricity 6/30/2017 6/30/2017 226-45126-438100 Utilities - Gas/Electricity 6/30/2017 6/30/2017 AP -To Be Paid Proof List (07/03/2017 - 1:23 PM) Amount Quantity Payment Date Task Description 69.76 0.00 06/30/2017 Utility CC Fees (AmEx) 46.00 0.00 06/30/2017 MCC ACH Returns 6/14/17 48.00 0.00 06/30/2017 MCC ACH Returns 6/15/17 10,097.88 10,097.88 12,452.21 0.00 06/30/2017 51-6572904-0- WWTP 7,095.06 0.00 06/30/2017 51-6505905-0 - Water 1,151.05 0.00 06/30/2017 51-6505906-13/6-4/4- Sewer 1,169.80 0.00 06/30/2017 51-6505906-14/4-5/3/17- Sewer 845.05 0.00 06/30/2017 51-0395766-0 - Pumphouse 87.77 0.00 06/30/2017 51-6505907-2 - Parking Lots 46.27 0.00 06/30/2017 51-6505907-2 - Parking Lots- auto protective lights 17.63 0.00 06/30/2017 ZZZNEP-IMPLEM ZZNEP-IMPLEM 51-6505908-3 - Civil Defense 182.50 0.00 06/30/2017 51-6505909-4 - DMV Food Shelf 1,623.04 0.00 06/30/2017 51-6505910-7 Liquor Store 2,029.30 0.00 06/30/2017 51-6505911-8 - City Hall 9,191.55 0.00 06/30/2017 51-6505911-8 - MCC 477.48 0.00 06/30/2017 Type Reference MISCEXP PO # Close PO Line # False False False False False False False False False False False False False False False False Page 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Invoice Number Invoice Date Account Number 101-45175-438100 Utilities - Gas/Electricity 6/30/2017 6/30/2017 101-42800-438100 Utilities - Gas/Electricity 6/30/2017 6/30/2017 101-42700-438100 Utilities - Gas/Electricity 6/30/2017 6/30/2017 101-42200-438100 Utilities - Gas/Electricity 6/30/2017 6/30/2017 101-43127-438100 Utilities - Gas/Electricity 6/30/2017 6/30/2017 101-43127-438100 Utilities - Gas/Electricity 6/30/2017 6/30/2017 101-45201-438100 Utilities - Gas/Electricity 6/30/2017 6/30/2017 601-49440-438100 Utilities - Gas/Electricity 6/30/2017 6/30/2017 101-45203-438100 Utilities - Gas/Electricity 6/30/2017 6/30/2017 101-45203-438100 Utilities - Gas/Electricity 6/30/2017 6/30/2017 101-43160-438100 Utilities - Gas/Electricity 6/30/2017 6/30/2017 101-43160-438100 Utilities - Gas/Electricity 6/30/2017 6/30/2017 101-45201-438100 Utilities - Gas/Electricity 6/30/2017 6/30/2017 101-41940-438100 Utilities - Gas/Electricity 6/30/2017 6/30/2017 101-41941-438100 Utilities - Gas/Electricity 6/30/2017 6/30/2017 213-46522-438100 Utilities - Gas/Electricity 6/30/2017 6/30/2017 101-45501-438100 Utilities - Gas/Electricity 6/30/2017 Total: XCEL ENERGY Total: Amount Quantity Payment Date Task Type Description Reference 51-6505911-8 - Senior Center 238.75 0.00 06/30/2017 51-6505911-8 - National Guard 77.63 0.00 06/30/2017 51-6505912-9 - Animal Shelter 450.42 0.00 06/30/2017 51-6505913-0 - Fire Station 1,002.09 0.00 06/30/2017 51-6505914-1 - Shop/Garage 3/6-4/4 882.88 0.00 06/30/2017 51-6505914-1 - Shop/Garage 4/4/5/3 742.07 0.00 06/30/2017 51-6505915-2 - Parks 138.57 0.00 06/30/2017 51-6505915-2 -Skating Rink 33% Water 79.71 0.00 06/30/2017 51-6505915-2 - Ballfield Lights NSP- Consc & Security 313.01 0.00 06/30/2017 51-6505915-2 - Softball Assoc. Ballfield Lights NSP 12,375.12 0.00 06/30/2017 51-6505916-3 - Street Lights4/4-5/3 4,805.35 0.00 06/30/2017 51-6505916-3 - Street Lights 5/3-15 19.09 0.00 06/30/2017 51-0371645-4 - SwanCam 41.81 0.00 06/30/2017 51-7780310-4 B1dg.Inspection Garage 345.45 0.00 06/30/2017 51-9391437-3 - 6th St. Floorsl & 2 4/4-5/3 18.07 0.00 06/30/2017 ZCULPS-EXPENS MISCEXP ZCULPS-EXPENS- 51-0623082-8 EDA 982.99 0.00 06/30/2017 51-4271112-2- Library 58,881.72 58,881.72 PO # Close PO Line # False False False False False False False False False False False False False False False False AP -To Be Paid Proof List (07/03/2017 - 1:23 PM) Page 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Invoice Number Account Number Report Total: Invoice Date Amount Quantity Payment Date Task Description 120,918.95 Type PO # Reference Close PO The preceding list of bills payable was reviewed and approved for payment. Date: 7/10/17 Approved by Mayor Brian Stumpf Line # AP -To Be Paid Proof List (07/03/2017 - 1:23 PM) Page 6 Accounts Payable Computer Check Proof List by Vendor User: Debbie.Davidson Printed: 07/05/2017 - 2:42PM Batch: 00202.07.2017 - 202.07.2017 AP Invoice No Description Vendor: 2589 ALL ELEMENTS INC 4690 Labor (2 hrs) - Inspected Roof for Damage; Leal Check Total: Vendor: 2087 ALL WAYS HEATING AND AC INC 5807 Installed New 1/2 HP Motor in RTU Condenser. 226-45126-431990 Check Total: Vendor: 1020 ALMCO HYDRAULICS INC 17008 Preventative Mute. Inpection/Baler Check Total: Vendor: 3491 ARTISAN BEER COMPANY 3188379 Enabled: resale - beer 896.50 Check Total: Vendor: 2886 AUSCO DESIGN AND MARKETING 3046 896.50 (20 Maintenance Staff Shirts Check Total: Vendor: 1064 BECKER SOD LLC 10797 (15) rolls sod 10836 Enabled: (40) rolls sod; 1 pallet Core 139.00 Check Total: Vendor: 1065 BELLBOY CORPORATION 59429300 139.00 resale - wine 59429300 resale - liquor Moiiii6effo Y Amount Payment Date Acct Number Reference Check Sequence: 1 ACH Enabled: True 150.00 07/11/2017 226-45126-431990 150.00 Check Sequence: 2 ACH Enabled: False 896.50 07/11/2017 226-45126-431990 896.50 Check Sequence: 3 ACH Enabled: False 139.00 07/11/2017 609-49754-431990 139.00 Check Sequence: 4 ACH Enabled: False 114.75 07/11/2017 609-49750-425200 114.75 Check Sequence: 5 ACH Enabled: False 300.00 07/11/2017 226-45126-421110 300.00 Check Sequence: 6 ACH Enabled: False 45.00 07/11/2017 101-43120-422500 133.00 07/11/2017 101-43120-422500 178.00 Check Sequence: 7 ACH Enabled: True 64.00 07/11/2017 609-49750-425300 312.00 07/11/2017 609-49750-425100 AP -Computer Check Proof List by Vendor (07/05/2017 - 2:42 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference 59429300 freight 13.50 07/11/2017 609-49750-433300 59525400 resale - liquor 832.18 07/11/2017 609-49750-425100 59525400 freight 13.93 07/11/2017 609-49750-433300 96051800 freight 1.83 07/11/2017 609-49750-433300 96051800 asst. bags 368.19 07/11/2017 609-49754-421990 96051800 resale - mix 28.80 07/11/2017 609-49750-425400 Check Total: 1,634.43 Vendor: 1067 BERNICK'S Check Sequence: 8 ACH Enabled: False 69516 resale -juice 32.80 07/11/2017 609-49750-425500 69516 resale - soda pop 27.50 07/11/2017 609-49750-425400 69517 resale -beer 425.40 07/11/2017 609-49750-425200 72552 resale -juice 52.80 07/11/2017 609-49750-425500 72552 resale - soda pop 228.75 07/11/2017 609-49750-425400 72553 resale -beer 3,025.80 07/11/2017 609-49750-425200 Check Total: 3,793.05 Vendor: 1075 BOND TRUST SERVICES CORPORATION Check Sequence: 9 ACH Enabled: True 36766 Agent Service GO Refunding Bonds Series 2011 450.00 07/11/2017 312-47000-462010 Check Total: 450.00 Vendor: 4328 BREAKTHRU BEVERAGE MN WINE & SPII Check Sequence: 10 ACH Enabled: False 1080652672 resale - liquor 1,516.08 07/11/2017 609-49750-425100 1080652672 resale - wine 180.00 07/11/2017 609-49750-425300 1080652672 freight 20.08 07/11/2017 609-49750-433300 1080652673 resale - beer 83.10 07/11/2017 609-49750-425200 1080656020 resale -liquor 2,465.05 07/11/2017 609-49750-425100 1080656020 resale - wine 356.00 07/11/2017 609-49750-425300 1080656020 freight 38.93 07/11/2017 609-49750-433300 1080656021 resale - beer 156.60 07/11/2017 609-49750-425200 Check Total: 4,815.84 Vendor: 1089 SARA CAHILL Check Sequence: 11 ACH Enabled: True 6/21/2017 Reimbursement - Como Park Admissions for FI 50.00 07/11/2017 226-45127-431990 Check Total: 50.00 Vendor: 4646 CAPITOL BEVERAGE SALES L.P. Check Sequence: 12 ACH Enabled: True 1924241 resale - beer 5,383.50 07/11/2017 609-49750-425200 1924241 resale - beer n/a 34.20 07/11/2017 609-49750-425400 AP -Computer Check Proof List by Vendor (07/05/2017 - 2:42 PM) Page 2 Invoice No Description 1932987 resale - beer 1932987 resale - beer n/a Check Total: Vendor: 1095 CARLOS CREEK WINERY INC 13952 resale - wine Amount Payment Date Acct Number 40,681.42 07/11/2017 609-49750-425200 164.30 07/11/2017 609-49750-425400 46,263.42 Check Sequence: 13 396.00 Check Total: Vendor: 4089 CARLSON & LYTER DISTRIBUTING, INC 375-90 resale - beer 375-91 resale - beer credit 298.50 Check Total: Vendor: 1106 CENTRAL MCGOWAN INC 00127041 609-49750-425200 Bulk Carbon Dioxide (317 lbs) 00127928 Bulk Carbon Dioxide (151 lbs) Check Total: Vendor: 2804 CLEARWATER FIRE DEPARTMENT 2017 SRU 226-45124-421600 SRU Training 2017- (8) hrs Missie Meemken- R 07/11/2017 Check Total: Vendor: 1557 DEBRA ACOLE 6/27/2017 Reimbursement - Mileage & Food - Training 6/: Check Sequence: 16 Check Total: Vendor: 1129 DAHLHEIMER BEVERAGE LLC 1283949 resale - beer 1283980 resale - beer 1283980 Check Sequence: 17 resale - beer n/a 151574 07/11/2017 resale - beer 151681 resale - beer 151689 resale - beer 151715 Check Sequence: 18 resale - beer credit 151804 07/11/2017 resale - beer 152077 resale - beer 152284 283.10 resale - beer 152309 609-49750-425400 resale - beer Amount Payment Date Acct Number 40,681.42 07/11/2017 609-49750-425200 164.30 07/11/2017 609-49750-425400 46,263.42 Check Sequence: 13 396.00 07/11/2017 609-49750-425300 396.00 Check Sequence: 14 298.50 07/11/2017 609-49750-425200 -41.00 07/11/2017 609-49750-425200 257.50 Check Sequence: 15 90.40 07/11/2017 226-45124-421600 57.20 07/11/2017 226-45124-421600 147.60 Check Sequence: 16 80.00 07/11/2017 101-42200-433100 80.00 Check Sequence: 17 191.06 07/11/2017 101-42400-433100 191.06 Check Sequence: 18 173.85 07/11/2017 609-49750-425200 60,107.70 07/11/2017 609-49750-425200 283.10 07/11/2017 609-49750-425400 26.00 07/11/2017 609-49750-425200 128.50 07/11/2017 609-49750-425200 144.00 07/11/2017 609-49750-425200 -40.60 07/11/2017 609-49750-425200 1,449.65 07/11/2017 609-49750-425200 46.10 07/11/2017 609-49750-425200 800.20 07/11/2017 609-49750-425200 25.60 07/11/2017 609-49750-425200 Reference ACH Enabled: False ACH Enabled: True ACH Enabled: False ACH Enabled: False ACH Enabled: True ACH Enabled: True AP -Computer Check Proof List by Vendor (07/05/2017 - 2:42 PM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference 152309 resale - beer n/a 17.65 07/11/2017 609-49750-425400 Check Total: 63,161.75 Vendor: 1153 ECM PUBLISHERS INC Check Sequence: 19 ACH Enabled: True 503365 Ordinance 668 Ad# 703157 129.22 07/11/2017 101-41310-435100 506641 Ad #703085 (3) Shop/Save Saturday 540.60 07/11/2017 609-49754-434990 Check Total: 669.82 Vendor: 4191 ELK RIVER GREENHOUSE LLC Check Sequence: 20 ACH Enabled: True 7/3/2017 Farmers Market Token Collection Log - 6/22/17 182.00 07/11/2017 226-00000-220100 Check Total: 182.00 Vendor: 1878 ESS BROTHERS & SONS INC Check Sequence: 21 ACH Enabled: False 3514 4' STORM MH 265.50 07/11/2017 602-49490-421990 4073 1710 x 1 1/2' Non-RockAdj Ring - Storm Water 127.50 07/11/2017 101-43130-421990 Check Total: 393.00 Vendor: 2561 FERGUSON WATERWORKS #2516 Check Sequence: 22 ACH Enabled: False 0242815-1 2HP T/F CMPD Ecdr usg. pit 1,561.29 07/11/2017 601-49440-422710 Check Total: 1,561.29 Vendor: 2273 FIBERNET MONTICELLO - ACH Check Sequence: 23 ACH Enabled: True 6/8/2017 Friendship Island Phone - June 2017 142.35 07/11/2017 702-00000-432100 6/8/2017 Friendship Island Internet - June 2017 169.48 07/11/2017 702-00000-432300 Check Total: 311.83 Vendor: 3748 JEFFREY D GARDNER Check Sequence: 24 ACH Enabled: True 7/3/2017 Farmers Market Token Collection Log - 6/15 & 1 32.00 07/11/2017 226-00000-220100 Check Total: 32.00 Vendor: 3762 GARRETTS DIAMOND CITY BREAD Check Sequence: 25 ACH Enabled: True 7/3/2017 Farmers Market Token Collection Log - 6/8 & 6i 49.00 07/11/2017 226-00000-220100 Check Total: 49.00 Vendor: 1205 GRAINGER INC Check Sequence: 26 ACH Enabled: False 9477001763 Wall Mount Fan 104.48 07/11/2017 226-45126-440440 9477416045 Gaskets (8) 23.28 07/11/2017 226-45126-440440 AP -Computer Check Proof List by Vendor (07/05/2017 - 2:42 PM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference 9479191430 Freight Adjustment to Orig Inv# 9477416045 -10.48 07/11/2017 226-45126-440440 9479191448 Freight Adjustment to Orig Inv# 9477001763 -12.53 07/11/2017 226-45126-440440 Check Total: 104.75 Vendor: 4478 MEGAN HILLUKKA Check Sequence: 27 ACH Enabled: False 7/3/2017 Farmers Market Token Collection Log - 6/8/17 6.00 07/11/2017 226-00000-220100 Check Total: 6.00 Vendor: 1239 HOGLUND BUS COMPANY INC Check Sequence: 28 ACH Enabled: True 126756 Ladder- Repairs Passenger Warning Lights 590.68 07/11/2017 101-42200-440500 Check Total: 590.68 Vendor: 4218 HOHENSTEINS, INC Check Sequence: 29 ACH Enabled: False 901731 resale - beer 881.00 07/11/2017 609-49750-425200 Check Total: 881.00 Vendor: 1244 HORIZON COMMERCIAL POOL SUPPLY Check Sequence: 30 ACH Enabled: False 170530121 Prominent DCM ORP Sensor 712.05 07/11/2017 226-45126-440440 Check Total: 712.05 Vendor: 4511 HOUSTON HOMES Check Sequence: 31 ACH Enabled: False 6/26/17 Escrow Refund - 5934 Deer St/Hillside Farms 2,000.00 07/11/2017 101-00000-220110 Check Total: 2,000.00 Vendor: 3749 DANIEL PAUL HUNZ Check Sequence: 32 ACH Enabled: True 7/3/2017 Farmers Market Token Collection Log - 6/15, 6/: 19.00 07/11/2017 226-00000-220100 Check Total: 19.00 Vendor: 4728 HYDRO TECH SERVICE Check Sequence: 33 ACH Enabled: False 1808 Labor - Well #2 repair controls 500.00 07/11/2017 601-49440-440600 1808 Parts- Well #2 repair controls 200.00 07/11/2017 601-49440-440600 Check Total: 700.00 Vendor: 3971 INTL UNION OF OPER ENGINEERS LOCAL Check Sequence: 34 ACH Enabled: False August 2017 August Health Insurance 50,350.00 07/11/2017 101-00000-217061 August 2017 August Health Insurance - Union 15,210.00 07/11/2017 101-00000-217061 AP -Computer Check Proof List by Vendor (07/05/2017 - 2:42 PM) Page 5 Invoice No Description Amount Payment Date Acct Number 65,560.00 Check Sequence: 35 30.00 07/11/2017 226-00000-220100 30.00 Check Total: Vendor: 4734 IVETTE JELVES 7/3/2017 Farmers Market Token Collection Log - 6/15/17 188.35 Check Total: Vendor: 1259 JJ TAYLOR DISTRIBUTING 2677840 resale - beer 2677840 resale - beer n/a 2677840 freight 2689707 resale - beer 2689707 freight Check Total: Vendor: 1263 JOHNSON BROTHERS LIQUOR CO. 5752547 resale - liquor 5752547 freight 5752548 freight 5752548 resale - wine 5753796 resale - liquor 5753796 freight 5753797 freight 5753797 resale - wine 5756556 resale - liquor 5756556 freight 5756557 freight 5756557 resale - mix 5758244 freight 5758244 resale - liquor 5758245 resale - wine 5758245 freight 5758246 resale - beer 5759624 resale - beer 5759624 freight 5759625 freight 5759625 resale - wine 5759625 resale - mix 5759626 resale - beer 5762471 resale - liquor 5762471 freight Amount Payment Date Acct Number 65,560.00 Check Sequence: 35 30.00 07/11/2017 226-00000-220100 30.00 Reference ACH Enabled: False ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (07/05/2017 - 2:42 PM) Page 6 Check Sequence: 36 3,891.60 07/11/2017 609-49750-425200 188.35 07/11/2017 609-49750-425400 3.00 07/11/2017 609-49750-433300 426.15 07/11/2017 609-49750-425200 3.00 07/11/2017 609-49750-433300 4,512.10 Check Sequence: 37 2,764.35 07/11/2017 609-49750-425100 32.27 07/11/2017 609-49750-433300 30.24 07/11/2017 609-49750-433300 1,028.35 07/11/2017 609-49750-425300 1,183.15 07/11/2017 609-49750-425100 15.84 07/11/2017 609-49750-433300 28.80 07/11/2017 609-49750-433300 1,348.50 07/11/2017 609-49750-425300 362.49 07/11/2017 609-49750-425100 5.76 07/11/2017 609-49750-433300 1.44 07/11/2017 609-49750-433300 35.00 07/11/2017 609-49750-425400 53.28 07/11/2017 609-49750-433300 4,537.60 07/11/2017 609-49750-425100 4,038.60 07/11/2017 609-49750-425300 138.24 07/11/2017 609-49750-433300 21.99 07/11/2017 609-49750-425200 3,626.73 07/11/2017 609-49750-425200 38.63 07/11/2017 609-49750-433300 24.48 07/11/2017 609-49750-433300 1,030.85 07/11/2017 609-49750-425300 165.20 07/11/2017 609-49750-425400 60.00 07/11/2017 609-49750-425200 5,919.65 07/11/2017 609-49750-425100 114.60 07/11/2017 609-49750-433300 Reference ACH Enabled: False ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (07/05/2017 - 2:42 PM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference 5762472 freight 28.08 07/11/2017 609-49750-433300 5762472 resale - wine 645.45 07/11/2017 609-49750-425300 629657 CR resale - liquor - credit used twice ck 117561 & 1 224.00 07/11/2017 609-49750-425100 629657 CR freight - credit used twice ck 117561 & 117631 1.44 07/11/2017 609-49750-433300 631004 resale - wine credit inv. #5731158 -3.45 07/11/2017 609-49750-425300 631005 resale - wine credit inv. #5735752 -16.08 07/11/2017 609-49750-425300 631006 resale - liquor credit inv. #5745304 -10.17 07/11/2017 609-49750-425100 631923 freight - credit inv #5753797 -1.44 07/11/2017 609-49750-433300 631923 resale - liquor credit inv #5753797 -55.90 07/11/2017 609-49750-425100 632696 resale - winecredit inv. #5752548 -9.65 07/11/2017 609-49750-425300 632697 resale - winecredit inv. #5758245 -13.15 07/11/2017 609-49750-425300 Check Total: 27,395.17 Vendor: 1270 KENNEDY AND GRAVEN CHARTERED Check Sequence: 38 ACH Enabled: False MN190-00101 General EDA Matters thru 5/31/17 361.00 07/11/2017 213-46301-430400 Check Total: 361.00 Vendor: 4731 KK CONSTRUCTION, INC. Check Sequence: 39 ACH Enabled: False 6/30/17 Refund Assmnt already paid off 3/15/17. 4,055.17 07/11/2017 101-00000-202010 Check Total: 4,055.17 Vendor: 1274 KNIFE RIVER CORPORATION -NORTH CEN' Check Sequence: 40 ACH Enabled: False 41847 ZPARKS-ELLPRK- (17) CY4000EXT; (17) Bu 2,934.26 07/11/2017 229-45202-453010 498499 ZPARKS-ELLPRK- (7) CY 4000EXT; (7) Buck 1,565.50 07/11/2017 229-45202-453010 Check Total: 4,499.76 Vendor: 4631 KOLLES SAND & GRAVEL, INC. Check Sequence: 41 ACH Enabled: False 11723 (15) yds. SC. Dirt delivered 285.00 07/11/2017 101-43120-422500 Check Total: 285.00 Vendor: 3829 STEVE LANGANKI Check Sequence: 42 ACH Enabled: True 1061 (22) Porta Toilet Rental; (1) Handicap- 5/27-6/23 1,169.50 07/11/2017 101-45201-431990 Check Total: 1,169.50 Vendor: 2626 HARRY LANTTO Check Sequence: 43 ACH Enabled: True June 2017 Planning Commission Meeting Recording 6/6/1 i 75.00 07/11/2017 101-41910-431990 June 2017 EDA Meeting Recording 6/14/17 & 6/21/17 120.00 07/11/2017 213-46301-431990 June 2017 City Council Meeting Recording 6/12/17 & 6/26 127.50 07/11/2017 101-41110-431990 AP -Computer Check Proof List by Vendor (07/05/2017 - 2:42 PM) Page 7 Invoice No Description Amount Payment Date Acct Number Reference 322.50 Check Total: Vendor: 3933 CHARLES LONG 7/3/2017 ACH Enabled: False Farmers Market Token Collection Log - 6/15/17 07/11/2017 226-00000-220100 Check Total: Vendor: 4456 LUPULIN BREWING LLC 1800 resale - beer Check Sequence: 45 ACH Enabled: False Check Total: Vendor: 1303 M AMUNDSON CIGAR & CANDY CO, LLP 240278 resale - cigarettes; juice; salt 240278 resale - tobacco; soda pop; cups; etc Check Sequence: 46 ACH Enabled: True Check Total: Vendor: 3745 MANSFIELD OIL COMPANY 20345971 07/11/2017 (700) gal diesel @ $1.96 20345972 1,647.84 (698) gal unleaded @ 1.88 Check Total: Vendor: 1309 MARTIE'S FARM SERVICE INC 342702 07/11/2017 (3) bamboo stakes - East Bridge 344572 1,312.12 (3) potting soil; (2) hag baskets- East Bridge 352652 (7) Flowers- East Bridge Check Total: Vendor: 1314 MCDOWALL COMPANY 531175 11.47 Contract C0560- cooler maintc 101-45201-440900 Check Total: Vendor: 3833 CLAUDIA MENZEL 2017 Reimb. East Bridge (10) 6pk Wave Petunias 101-45201-440900 Check Total: Vendor: 3437 MINNCOR INDUSTRIES SOI -060034 (4) 4 gal. hand soap SOI -060148 4 gal floor clean; Urinal Screens Amount Payment Date Acct Number Reference 322.50 Check Sequence: 44 ACH Enabled: False 19.00 07/11/2017 226-00000-220100 19.00 Check Sequence: 45 ACH Enabled: False 486.00 07/11/2017 609-49750-425200 486.00 Check Sequence: 46 ACH Enabled: True 1,288.00 07/11/2017 609-49750-425500 359.84 07/11/2017 609-49750-425400 1,647.84 Check Sequence: 47 ACH Enabled: True 1,374.47 07/11/2017 101-43120-421200 1,312.12 07/11/2017 101-43120-421200 2,686.59 Check Sequence: 48 ACH Enabled: False 11.47 07/11/2017 101-45201-440900 70.87 07/11/2017 101-45201-440900 7.00 07/11/2017 101-45201-440900 89.34 Check Sequence: 49 ACH Enabled: False 460.08 07/11/2017 609-49754-440440 460.08 Check Sequence: 50 ACH Enabled: False 85.39 07/11/2017 101-45201-440900 85.39 Check Sequence: 51 ACH Enabled: False 52.00 07/11/2017 101-45201-421650 96.95 07/11/2017 101-45201-421650 AP -Computer Check Proof List by Vendor (07/05/2017 - 2:42 PM) Page 8 Invoice No Description Amount Payment Date Acct Number 148.95 60.00 60.00 209.46 209.46 31,051.00 26,829.00 57,880.00 116.00 116.00 295.00 295.00 500.00 500.00 1,000.00 141.90 141.90 1,232.00 588.00 1,820.00 Check Sequence: 52 07/11/2017 651-49010-421990 Check Sequence: 53 07/11/2017 601-49440-422700 Check Sequence: 54 07/11/2017 229-45202-453010 07/11/2017 229-45202-453010 Check Sequence: 55 07/11/2017 101-41310-443300 Check Sequence: 56 07/11/2017 601-49440-443300 Check Sequence: 57 07/11/2017 101-45201-435100 07/11/2017 226-45122-434990 Check Sequence: 58 07/11/2017 101-42200-421990 Check Sequence: 59 07/11/2017 226-45127-431990 07/11/2017 226-45127-431990 Reference ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: True ACH Enabled: True Page 9 Check Total: Vendor: 4317 MINNESOTA ASSOCIATION OF CEMETERII 2017 Fee MN Cemeteries Assoc. Fee 2017 - Riverside Check Total: Vendor: 3816 MINNESOTA PIPE & EQUIPMENT COMPAN 0380911 (10) curb box repair lid Check Total: Vendor: 1932 MIRACLE RECREATION EQUIPMENT CO 788679 ZPARKS-RWOODS- Tots Choice Deck Syst; Pe 788679 ZPARKS-CHILLS- TCX 3 Deck Syst; Tots choi Check Total: Vendor: 2108 MN CITY/COUNTY MGMT ASSOCIATION 7/5/2017 5/1/2017 - 4/30/2018 Membership Renewal JO Check Total: Vendor: 1359 MN RURAL WATER ASSOCIATION Membership 2017 Aug. 2017-18 Opt.B Assoc.; Equip. Fund Cont;1 Check Total: Vendor: 2085 MONTICELLO COMMUNITY EDUCATION 6/8/2017 Community Ed 2017 Summer Brochure Ad - Pat 6/8/2017 Community Ed 2017 Summer Brochure Ad - M( Check Total: Vendor: 1375 MONTICELLO PRINTING INC 06/20/2017 (100) False Alarm policy; (50) Train. Rep; (25) I Check Total: Vendor: 1379 MONTICELLO UMPIRE ASSOCIATION T3-7 Umpire Tuesday Softball League - (44 Games) TPost Umpire Post Season Softball League - (21 Game Check Total: AP -Computer Check Proof List by Vendor (07/05/2017 - 2:42 PM) Amount Payment Date Acct Number 148.95 60.00 60.00 209.46 209.46 31,051.00 26,829.00 57,880.00 116.00 116.00 295.00 295.00 500.00 500.00 1,000.00 141.90 141.90 1,232.00 588.00 1,820.00 Check Sequence: 52 07/11/2017 651-49010-421990 Check Sequence: 53 07/11/2017 601-49440-422700 Check Sequence: 54 07/11/2017 229-45202-453010 07/11/2017 229-45202-453010 Check Sequence: 55 07/11/2017 101-41310-443300 Check Sequence: 56 07/11/2017 601-49440-443300 Check Sequence: 57 07/11/2017 101-45201-435100 07/11/2017 226-45122-434990 Check Sequence: 58 07/11/2017 101-42200-421990 Check Sequence: 59 07/11/2017 226-45127-431990 07/11/2017 226-45127-431990 Reference ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: True ACH Enabled: True Page 9 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 2518 NEOFUNDS BYNEOPOST Check Sequence: 60 ACH Enabled: False 7/3/2017 Postage 57.19 07/11/2017 101-41310-443990 7/3/2017 Postage for Pkgs to Dept Public Safety - June 20 131.24 07/11/2017 217-41990-432200 Check Total: 188.43 Vendor: 4490 NORTHDALE CONSTRUCTION COMPANY Check Sequence: 61 ACH Enabled: False Pay Voucher 9 15C001 - Pay Voucher #9 - 2016 Street Reconstr 396,952.62 07/11/2017 400-43300-459011 Check Total: 396,952.62 Vendor: 1775 NORTHWESTERN POWER EQUIPMENT CO Check Sequence: 62 ACH Enabled: False 170297TE Well #2- Cla-Val repair kit; Cla-Val solenoid 656.91 07/11/2017 601-49440-440600 Check Total: 656.91 Vendor: 1412 OMANN BROTHERS INC Check Sequence: 63 ACH Enabled: False 12740 (4.99) SPWEA240A 233.33 07/11/2017 101-43120-422400 12764 (8.05) SPWEA240A 376.42 07/11/2017 101-43120-422400 12766 (8.03) SPWEA240A 375.48 07/11/2017 101-43120-422400 12776 (2) SPWEA240A 93.52 07/11/2017 101-43120-422400 Check Total: 1,078.75 Vendor: 1635 OSI ENVIRONMENTAL INC Check Sequence: 64 ACH Enabled: False 2066059 Filters- Uncrushed 50.00 07/11/2017 101-43127-431990 Check Total: 50.00 Vendor: 1273 PAUSTIS & SONS WINE CO Check Sequence: 65 ACH Enabled: False 8594219 resale - wine 216.00 07/11/2017 609-49750-425300 8594219 freight 5.25 07/11/2017 609-49750-433300 Check Total: 221.25 Vendor: 4668 PERCUSSION PLAY Check Sequence: 66 ACH Enabled: True 91989 Outdoor Drum; small frame - West Bridge 999.00 07/11/2017 101-45201-424100 Check Total: 999.00 Vendor: 1427 PHILLIPS WINE & SPIRITS CO Check Sequence: 67 ACH Enabled: False 2184680 resale - liquor 1,702.70 07/11/2017 609-49750-425100 2184680 freight 14.76 07/11/2017 609-49750-433300 2185541 freight 20.16 07/11/2017 609-49750-433300 2185541 resale - wine 496.00 07/11/2017 609-49750-425300 AP -Computer Check Proof List by Vendor (07/05/2017 - 2:42 PM) Page 10 Invoice No Description Amount Payment Date Acct Number 2185541 resale - liquor 46.60 07/11/2017 609-49750-425100 2187802 resale - liquor 557.56 07/11/2017 609-49750-425100 2187802 freight 9.12 07/11/2017 609-49750-433300 2188368 freight 84.96 07/11/2017 609-49750-433300 2188368 resale - lilquor 5,811.51 07/11/2017 609-49750-425100 2189305 freight 12.96 07/11/2017 609-49750-433300 2189305 resale - liquor 918.20 07/11/2017 609-49750-425100 2189306 resale - liquor 46.60 07/11/2017 609-49750-425100 2189306 resale - wine 1,177.25 07/11/2017 609-49750-425300 2189306 freight 38.88 07/11/2017 609-49750-433300 2191256 freight 24.01 07/11/2017 609-49750-433300 2191256 resale -liquor 2,963.31 07/11/2017 609-49750-425100 2191257 resale - wine 56.00 07/11/2017 609-49750-425300 2191257 freight 1.44 07/11/2017 609-49750-433300 267158 resale - wine credit inv. # 2170874 -14.00 07/11/2017 609-49750-425300 268059 resale - liquor credit inv. #2188368 -26.41 07/11/2017 609-49750-425100 Check Total: 13,941.61 Vendor: 2066 PROGRESSIVE BUILDERS Check Sequence: 68 6/15/2017 Escrow Refund - 4399 87th St NE/Featherstone 1 2,000.00 07/11/2017 101-00000-220110 6/22/2017 Escrow Refund - 8770 Ebersol Ave/Featherstone 2,000.00 07/11/2017 101-00000-220110 6/22/2017 Escrow Refund - 4366 87th St NE/Featherstone 1 2,000.00 07/11/2017 101-00000-220110 Check Total: 6,000.00 Vendor: 1455 RED'S MARATHON Check Sequence: 69 June Parks small motor fuel (5) slips June- Parks 138.23 07/11/2017 101-45203-421300 June Streets battery 5/26/17 130.00 07/11/2017 101-43127-422110 Check Total: 268.23 Vendor: 4617 REGENTS OF UNIVERSITY OF MN Check Sequence: 70 0390004688 Motor Grader Operator Trainig- 6/5 & 7 500.00 07/11/2017 101-43120-433100 Check Total: 500.00 Vendor: 4022 REINHART FOODSERVICE LLC Check Sequence: 71 817314 Food for Friendship Island 226.56 07/11/2017 226-45127-421981 817314 Food for Concession Resale 436.19 07/11/2017 226-45125-425410 817314 Freight 7.99 07/11/2017 226-45122-433300 825710 Food for Friendship Island 387.11 07/11/2017 226-45127-421981 825710 Food for Concession - Resale 389.32 07/11/2017 226-45125-425410 825710 Freight 7.99 07/11/2017 226-45122-433300 Reference ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (07/05/2017 - 2:42 PM) Page 11 Invoice No Description Amount Payment Date Acct Number 1,455.16 Reference Check Total: Vendor: 1470 RUSSELL SECURITY RESOURCE INC A30117 07/11/2017 Door Wrap; Rekey & Change Out Lock I30064 Repair Lock on Office Door at Animal Control 100.00 07/11/2017 Check Total: Vendor: 1474 PATRICIA A SALZWEDEL July 1 st Semi Monthly Contract Payment Check Total: Vendor: 1476 SCHLUENDER CONSTRUCTION INC 22320 Enabled: mobilization of equipment- Haul backhoe to Ro€ 1,593.75 07/11/2017 Check Total: Vendor: 3751 CHRISTINE SCHYMA 7/3/2017 Famers Market Token Collection Log - 6/8 & 6/: Check Total: Vendor: 2443 SECURITAS SECURITY SERVICES USA INC W5686182 Enabled: 6/10/17 - Wedding Security 300.00 07/11/2017 Check Total: Vendor: 4148 SHERWIN WILLIAMS CO. #3442 5929-0 Paint (5 gal) 5930-8 Sales Tax Credit Check Total: Vendor: 3309 SOUTHERN GLAZER'S WINE AND SPIRITS. 1558769 07/11/2017 resale - liquor 1558769 freight 1558770 freight 1558770 resale - wine 1561852 resale - liquor 1561852 Enabled: freight 1561853 07/11/2017 freight 1561853 resale - wine Amount Payment Date Acct Number 1,455.16 Reference AP -Computer Check Proof List by Vendor (07/05/2017 - 2:42 PM) Page 12 Check Sequence: 72 ACH Enabled: True 511.70 07/11/2017 226-45126-431990 100.00 07/11/2017 101-42700-431990 611.70 Check Sequence: 73 ACH Enabled: True 1,593.75 07/11/2017 101-42700-431200 1,593.75 Check Sequence: 74 ACH Enabled: False 300.00 07/11/2017 101-43120-431990 300.00 Check Sequence: 75 ACH Enabled: False 125.00 07/11/2017 226-00000-220100 125.00 Check Sequence: 76 ACH Enabled: False 140.00 07/11/2017 226-45123-431992 140.00 Check Sequence: 77 ACH Enabled: False 160.06 07/11/2017 226-45126-440100 -0.11 07/11/2017 226-45126-440100 159.95 Check Sequence: 78 ACH Enabled: False 2,142.50 07/11/2017 609-49750-425100 26.02 07/11/2017 609-49750-433300 10.50 07/11/2017 609-49750-433300 586.06 07/11/2017 609-49750-425300 2,213.72 07/11/2017 609-49750-425100 22.40 07/11/2017 609-49750-433300 13.30 07/11/2017 609-49750-433300 820.58 07/11/2017 609-49750-425300 AP -Computer Check Proof List by Vendor (07/05/2017 - 2:42 PM) Page 12 Invoice No Description Check Total: Vendor: 4672 SPECIALTY SOLUTIONS LLC 146831 (8) 6.8 lb. Roundup Quik Pro Check Sequence: 79 Check Total: Vendor: 4513 AARON STAEHNKE 7/3/2017 Farmers Market Token Collection Log - 6/22/17 101-45201-421600 Check Total: Vendor: 4733 DAVID STIEGLER 7/3/2017 Farmers Market Token Collection Log - 6/15/17 Check Total: Vendor: 1516 TASC IN1052081 8/1/17 - 8/31/17 Admin Fees Check Sequence: 80 Check Total: Vendor: 1188 TWAIT WINES, INC 2211 resale - wine 226-00000-220100 Check Total: Vendor: 4441 VALLEY PAVING INC Pay Voucher 3 15C004 - Pay Voucher #3 - Th 25/7th St Intersec Check Total: Vendor: 1550 VEOLIA WATER N AM OPERATING SERV L. 00069581 August 2017 WWTP Operations & Management Check Sequence: 81 Check Total: Vendor: 1552 VIKING COCA COLA BOTTLING CO 1968345 resale - soda pop 1975017 resale - soda pop Check Total: Vendor: 1684 VINOCOPIA AP -Computer Check Proof List by Vendor (07/05/2017 - 2:42 PM) Amount Payment Date Acct Number Reference 5,835.08 Check Sequence: 79 ACH Enabled: False 638.00 07/11/2017 101-45201-421600 638.00 Check Sequence: 80 ACH Enabled: True 72.00 07/11/2017 226-00000-220100 72.00 Check Sequence: 81 ACH Enabled: False 30.00 07/11/2017 226-00000-220100 30.00 Check Sequence: 82 ACH Enabled: False 72.48 07/11/2017 101-41800-413500 72.48 Check Sequence: 83 ACH Enabled: False 468.00 07/11/2017 609-49750-425300 468.00 Check Sequence: 84 ACH Enabled: False 457,144.78 07/11/2017 400-43300-459014 457,144.78 Check Sequence: 85 ACH Enabled: False 61,548.00 07/11/2017 602-49480-430800 61,548.00 Check Sequence: 86 ACH Enabled: True 145.25 07/11/2017 609-49750-425400 532.25 07/11/2017 609-49750-425400 677.50 Check Sequence: 87 ACH Enabled: True Page 13 Invoice No Description Amount Payment Date Acct Number Reference 0182865 freight 2.50 07/11/2017 609-49750-433300 0182865 resale- wine 52.00 07/11/2017 609-49750-425300 0182866 resale- wine 288.00 07/11/2017 609-49750-425300 0182866 resale - liquor 112.00 07/11/2017 609-49750-425100 0182866 freight 10.00 07/11/2017 609-49750-433300 0182907 freight 2.50 07/11/2017 609-49750-433300 0182907 resale -liquor 112.75 07/11/2017 609-49750-425100 0183433 freight 16.00 07/11/2017 609-49750-433300 0183433 resale - wine 208.00 07/11/2017 609-49750-425300 0183433 resale - mix 120.00 07/11/2017 609-49750-425400 Check Total: 923.75 Vendor: 4514 LY LEE VUE Check Sequence: 88 ACH Enabled: True 7/3/2017 Farmers Market Token Collection Log - 6/15/17 18.00 07/11/2017 226-00000-220100 Check Total: 18.00 Vendor: 1573 WINE MERCHANTS INC Check Sequence: 89 ACH Enabled: False 7138164 freight 2.88 07/11/2017 609-49750-433300 7138164 resale- wine 210.00 07/11/2017 609-49750-425300 Check Total: 212.88 Total for Check Run: 1,259,449.90 Total of Number of Checks: 89 The preceding list of bills payable was reviewed and approved for payment. Date: 7/11/17 Approved by Mayor Brian Stumpf AP -Computer Check Proof List by Vendor (07/05/2017 - 2:42 PM) Page 14 Accounts Payable Computer Check Proof List by Vendor User: Julie.Cheney Printed: 07/06/2017 - 11:21AM Batch: 00204.07.2017 - 204.07.2017 AP Invoice No Description Vendor: 4492 LEANNE HOLKER 7/6/2017 Reimburse Prize Money for Softball Tournament Check Total: Total for Check Run: Total of Number of Checks: Amount Payment Date Acct Number Check Sequence: 1 1,580.00 07/11/2017 226-45127-443990 1,580.00 1,580.00 L The preceding list of bills payable was reviewed and approved for payment. Date: 7/10/17 Approved by: Mayor Brian Stumpf Moiiii6effo Y Reference ACH Enabled: False AP -Computer Check Proof List by Vendor (07/06/2017 - 11:21 AM) Page 1 City Council Agenda 7/10/17 2B. Consideration of approving new hires and departures for Citv departments (TE) A. REFERENCE AND BACKGROUND: The Council is asked to ratify the hiring and departures of employees that have occurred recently in the departments listed. It is recommended that the Council officially ratify the hiring/departure of all listed employees including part-time and seasonal workers. By ratifying departures, the council also approves the expenditure for final amounts due to terminated and otherwise departing employees. Al. Budget Impact: (positions are generally included in budget) A2. Staff Work Load Impact: If new positions, there may be some training involved. If terminated positions, existing staff would pick up those hours, as needed, until replaced. B. ALTERNATIVE ACTIONS: 1. Motion to ratify the hire/departures of the employees as identified on the attached list. 2. Motion to deny the recommended hires and departures. C. RECOMMENDATION: By statute the City Council has the authority to approve all hires/departures. City staff recommends Alternative #1, for the Council to approve the hires and/or departures as listed. D. SUPPORTING DATA: • List of new/terminated employees NEW EMPLOYEES Name Title Department Hire Date Ryan Zumbrunnen Lifeguard MCC 6/23/2017 PT Marie Taaffe Clerk Liquor Store 7/6/2017 PT Ryan Melhouse Engineering Technician Engineering 7/12/2017 FT TERMINATING EMPLOYEES Name Reason Department Last Day Randall Haberman Voluntary MCC 7/5/17 FT New Hire and Terms City Council 2017.xlsx: 7/6/2017 Class Class City Council Agenda 07/10/2017 2C. Consideration of approving the sale or disposal of surplus Citv property (WO) There is no report this City Council cycle. City Council Agenda: 07/10/17 2D. Consideration to approve Resolution 2017-30 approving the donation of property located at 707 West Broadwav from the Ellison Familv with an estimated Market Value of $169,600 (JS) A. REFERENCE AND BACKGROUND: As a housekeeping matter, the City Council is asked to accept the Ellison property in the form of a resolution. As you recall, the Council voted on May 8, 2017, to accept the donation pending review of the City Attorney to determine that the home could be resold without abatement of hazardous materials if found on the site. The City Attorney in turn noted that the property could be resold without abatement. From a procedural standpoint, by statute, cities are required to accept donations via a formal resolution. Al. Budget Impact: The second half of taxes, in the amount of $1,065, are a responsibility of the City. A2. Staff Workload Impact: Minimal staff workload, such as facilitate closing of the `sale', to accept the property. B. ALTERNATIVE ACTIONS: 1. Motion to adopt the Resolution accepting the donation. 2. Motion to not approve the contribution and return the parcel to the donors. C. STAFF RECOMMENDATION: Staff recommendation is to adopt the resolution accepting the donation. D. SUPPORTING DATA: • Resolution 2017-30 City of Monticello RESOLUTION NO. 2017-30 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 DESCRIPTION VALUE Ellison Family Home and Property $169,600 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: 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 Ellison Family Civic Use to be Determined/$169,600 Adopted by the City Council of Monticello this 10th day of July, 2017. Brian Stumpf, Mayor ATTEST: Jennifer Schreiber, City Clerk City Council Agenda: 07/10/17 2E. Consideration of approving individual pension contribution amount for Volunteer Firefighter Relief Association members (WO/John Bauer) A. REFERENCE AND BACKGROUND: The Monticello Volunteer Firefighters Relief Association membership is requesting a $300 increase in the benefit level used in retirement calculations. The benefit would increase from $3,600 to $3,900 per year. Fully -vested members would be paid $3,900 for each year of service. A member becomes fully vested after 20 years of fire department service. Partially -vested members would be paid a portion of the $3,900 as determined by years of service. The earliest fully or partially vested members can receive their benefit is age 50, regardless of when they retire. The following is a summary of the previous benefit changes that have been approved: Year Benefit Amount 2000 $2,085 2001 $2,175 2003 $2,225 2004 $2,625 2005 $3,050 2006 $3,275 2007 $3,950 2008 $3,500 2009 $2,650 2010 $2,650 2011 $2,750 2012 $2,750 2013 $2,850 2014 $3,100 2015 $3,300 2016 $3,600 2017 $3,900 By August 1St of each year, the Fire Relief Association presents to the City Council a schedule of the proposed benefits and the total liabilities associated with the proposed benefit in comparison to the assets of the association. The included schedules indicate the three benefit amounts to members plus the required city contribution (none). Based on a $3,900 proposed benefit, the financial report shows the total amount of liability that would exist for the pension amount for the next two years and also includes information on the Association's current assets and projected income for the next year. At around 5%, the total income projections for interest and asset appreciation might not be considered conservative. However, the surplus with these projections is estimated at $164,802 for 2016. The estimated surplus for 2015 was $152,078. Future benefit levels can be adjusted as market and other factors change. The deferral rate for vested retired members is proposed to remain at 2.5%, which half City Council Agenda: 07/10/17 of the maximum allowed by law. The deferral rate applies to balances of retired members who have not reached the age of 50 and is effective January 1, 2017. The main revenue sources supporting the fire relief association: fire insurance surcharge - $99,516; supplemental state aid - $24,140. Al. Budget Impact: The benefit level has no impact on the city's budget. A2. Staff Workload Impact: There is no staff impact with this decision. B. ALTERNATIVE ACTIONS: 1. Motion to set the 2017 pension benefit level at $3,900 for current Fire Relief Association members and the deferral rate at 2.5% for past members with the acknowledgement that future benefit levels shall be adjusted to maintain healthy surpluses and avoid deficits. 2. Motion to grant an alternative benefits level. C. STAFF RECOMMENDATION: City staff supports Alternative #1. D. SUPPORTING DATA: A. Schedule Forms SC -15 for Lump Sum Pension Plans, Reporting Year 2017 B. 2016 Monticello Fire Relief Association annual audit 2 MN State SC Relief Assoication 4260 2017 SC Form SC -17 Monticello Fire Relief Association OFFICE OF THE STATE AUDITOR 2017 Schedule Form for Lump -Sum Pension Plans (SC -17) The 2017 Schedule Fomm (SC -17) must be completed and certified to the affiliated municipality or independent nonprofit firefighting corporation by August], 2017. The SC -17 is due to the Office of the State Auditor on March 31, 2018 for plans with assets less than $500,000 and liabilities less than $500,000. The SC -17 is due on Jmmc 30, 2018 for plans with assets or liabilities of at least $500,000. Please become familiar with die font and review each line for accuracy. Version 2017B What do the red messages in the form indicate? The red messages in the right nmargin indicate that data must be uttered or corrected before the reporting foram can be submitted. Once the data has been entered or corrected, the red message will no longer be displayed. jTab Namc Red Messages Remainin Active 0 Deferred 0 Inslallmats 0 FinancialProjtxxions 0 Required Contribution 0 MBW TOTAL COUNT — U When this SC form is complete and ready to submit, please log into SAFES and choose the "Submit Forms/Documents" tab. Follow the onscreen directions to upload the form. You will receive a confirmation number when the form is successfully uploaded. After the SC form is submitted, a PDF version of the submitted form will be generated and posted in SAFES. The PDF version of the form contains the form's signature pages. The SC form submission is not complete until it has been fully signed. The form can be signed electronically in SAFES, or on paper using the PDF signature pages. Have you read the instructions? Detailed instructions on how to complete the form are available by clicking the link below. If you have any problamms or questions after reviewing these nmaterials, you may snail pensionOosa.state.nm.us or call (651) 282-6110. Have you saved your files? Use the SAVE AS command and choose die location to save your files on your computer. Otbe wise, they will be saved to a temporary location, making than difficult to locate wham you are ready to upload. Printed 7/5/2017 Form SC -17 Monticello Fire Relief Association OFFICE OF THE STATE AUl TOR Active Member Information Enter Annual Benefit Level in effect for 2017: 1 $3,900 1 (If you change your benefit level before 12/31/2017, the SC must be recalculated and recertified at the new level.) Date of Birth Name Status 1 Brad E. Fyle Active 2 Neal B. Kranz Active 3 Jeff D. Kranz Active 4 Todd M. Johnson Active 5 Steve C. Balon Active 6 Daryl R. Giles Active 7 Shawn G. Leach Active 8 Donald A. Anderson Active 9 John P. Bauer Active 10 Keith Peterson Active 1 l Ken Kako Active 12 Kurtis Liefert Active 13 Michael D. Mossey Active 14 Thomas M. Johnson Active 15 Jake Olinger Active 16 Jason Moores Active 17 Scott Gearey Active 18 (Josh Samuelson I Active 19 Tony Fair I Active 20 IJarrid Scheinbien Active 21 (Nathan Kranz Active 22 (Trevor Mack Active 23 (Brandon Kranz Active 24 (Dave Kasper I Active 25 (Dustin Craig I Active 26 (Dustin Kotzenmacher I Inactive(LOA or 27 (Dennis Joerg I Active 28 Choose Statu 29 Choose Statu 30 I I Choose Statu 31 I I Choose Statu 32 I I Choose Status 33 I I Choose Status 34 I I Choose Status 35 I Choose Status 36 I Choose Status 37 I i Choose Status 38 I I Choose Status 2017 Total Active Member Liabilities) 1,030,536 Leaves of To end of 2017 Absence Fire Department and Breaks Return to Entry in Service Years Date Service Member of Accrued (months) ? Service Liability 5/1/1984 0 34 132,600 5/1/1987 0 31 120,900 5/1/1993 0 25 97,500 5/1/1993 0 25 97,500 1/15/1999 0 19 71,916 1/15/2000 0 18 66,222 9/3/2001 0 16 55,692 5/19/2003 0 15 50,856 5/19/2003 0 15 50,856 1/15/2007 0 11 33,462 1/15/2007 0 11 33,462 8/15/2008 0 9 25,974 8/15/2008 0 9 25,974 8/15/2008 0 I 9 25,974 7/18/2011 0 6 15,990 7/18/2011 I 0 I 16 I 15,990 10/24/2011 I 0 I 16 I 15,990 8/20/2012 I 0 I I 5 I 13,026 9/17/2012 I 0 I I 5 I 13,026 11/18/2013 I 0 I I 4 10,140 11/18/2013 I 0 I 4 I 10,140 11/18/2013 I 0 I 4 10,140 3/17/2014 ( 0 I I 4 10,140 11/16/2014 I 0 I I 3 I 7,410 11/16/2014 0 3 I 7,410 11/16/2014 I 10 I 2 ( 4,836 6/15/2015 I 0 I 3 I 7,410 0 0 0 0 0 0 0 0 0 0 0 2018 I1,129,674 To end of 2018 Years of Service 35 32 26 26 20 19 17 16 16 12 12 10 10 10 7 7 7 6 6 5 5 5 5 4 4 3 4 Accrued Liability 136,500 124,800 101,400 101,400 78,000 71,916 60,840 55,692 55,692 37,518 37,518 29,640 29,640 29,640 19,188 19,188 19,188 15,990 15,990 13,026 13,026 13,026 13,026 10,140 10,140 7,410 10,140 0 0 0 0 0 0 0 0 0 0 0 Form SC -17 Monticello Fire Relief Association 0IFIFICE OF THE STATE AUDITOR Deferred Member Information (fully or partially vested) Total Deferred Member Liabilities 2017 120,920 Total Deferred Member Liabilities 2018 126,967 1 Enter all information as it pertains to this member. Benefit Level Months of Member Name: Luke G. Dahlheimer at Separation: 2,850 Service Are Paid Yes Minimum Years Required to Vest: 10 DOB: I _ Deferred Interest Paid Service Dates: Entry: 5/1/1996 Separation: 12/1/2013 (Select "Yes" if offered.) Yes LOAs and BIS (in months): 0 Vesting %: 88 Return to Service Member ? (Select "Yes" if applicable.) If Interest is Paid, Choose Type: Total Service: Years: 17 Months (if paid): 7 Board set ROR up to 5% 2017 Estimated Liability: 50,071 Period Interest is Paid: 2018 Estimated Liability: 52,575 Status: Deferred Full Calendar Months For Relief ROR up to 5%, OSA ROR up to 5% or Board Set ROR up to 5% enter interest rates below. 1986: % 1991: % 1996: % 2001: % 2006: % 2012: % 1987: % 1992: % 1997: % 2002: % 2007: % 2013: 5.00 % 1988: % 1993: % 1998: % 2003: % 2008: % 2014: 5.00 % 1989: % 1994: % 1999: % 2004: % 2009: % 2015: 2.50 % 1990: % 1995: % 2000: % 2005: % 2010: % 2016: 2.50 % +Rate of return is calculated using the earnings projected on Page 4 of this form. 2011: % 2017: 2.50 % + 2 Enter all information as it pertains to this member. Benefit Level Months of Member Name: Steve A. Hanson at Separation: 3,300 Service Are Paid Yes Minimum Years Required to Vest: 10 DOB: Deferred Interest Paid Service Dates: Entry: 5/1/1996 Separation: 5/1/2016 (Select "Yes" if offered.) Yes LOAs and BIS (in months): 0 Vesting %: 100 Return to Service Member ? (Select "Yes" if applicable.) If Interest is Paid, Choose Type: Total Service: Years: 20 Months (if paid): 0 Board set ROR up to 5% 2017 Estimated Liability: 0 Period Interest is Paid: 2018 Estimated Liability: 0 Status: Paid Full Calendar Months For Relief ROR up to 5%, OSA ROR up to 5% or Board Set ROR up to 5% enter interest rates below. 1986: % 1991: % 1996: % 2001: % 2006: % 2012: % 1987: % 1992: % 1997: % 2002: % 2007: % 2013: % 1988: % 1993: % 1998: % 2003: % 2008: % 2014: % 1989: % 1994: % 1999: % 2004: % 2009: % 2015: % 1990: % 1995: % 2000: % 2005: % 2010: % 2016: 2.50 % +Rate of return is calculated using the earnings projected on Page 4 of this form. 2011: % 2017: 2.50 % +, Form SC -17 Monticello Fire Relief Association Page 2 - Cont. 3 Enter all information as it pertains to this member. Benefit Level Months of Member Name: Nick M. Dahlheimer at Separation: 2,750 Service Are Paid Yes Minimum Years Required to Vest: 10 DOB: Deferred Interest Paid Service Dates: Entry: 1/15/1999 Separation: 11/4/2011 (Select "Yes" if offered.) Yes LOAs and BIS (in months): 0 Vesting %: 68 Return to Service Member ? (Select "Yes" if applicable.) If Interest is Paid, Choose Type: Total Service: Years: 12 Months (if paid): 9 Board set ROR up to 5% 2017 Estimated Liability: 28,308 Period Interest is Paid: 2018 Estimated Liability: 29,723 Status: Deferred Full Calendar Months For Relief ROR up to 5%, OSA ROR up to 5% or Board Set ROR up to 5% enter interest rates below. 1986: % 1991: % 1996: % 2001: % 2006: % 2012: om % 1987: % 1992: % 1997: % 2002: % 2007: % 2013: 5.00 % 1988: % 1993: % 1998: % 2003: % 2008: % 2014: 5.00 % 1989: % 1994: % 1999: % 2004: % 2009: % 2015: 2.50 % 1990: % 1995: % 2000: % 2005: % 2010: % 2016: 2.50 % +Rate of return is calculated using the earnings projected on Page 4 of this form. 2011: om % 2017: 2.50 % + 4 Enter all information as it pertains to this member. Benefit Level Months of Member Name: Tim W. Ackerman at Separation: 2,750 Service Are Paid Yes Minimum Years Required to Vest: 10 DOB: Deferred Interest Paid Service Dates: Entry: 4/15/2000 Separation: 1.0/17/2011 (Select "Yes" if offered.) Yes LOAs and BIS (in months): 12 Vesting %: 60 Return to Service Member ? (Select "Yes" if applicable.) If Interest is Paid, Choose Type: Total Service: Years: 10 Months (if paid): 6 Board set ROR up to 5% 2017 Estimated Liability: 20,570 Period Interest is Paid: 2018 Estimated Liability: 21,599 Status: Deferred Full Calendar Months For Relief ROR up to 5%, OSA ROR up to 5% or Board Set ROR up to 5% enter interest rates below. 1986: % 1991: % 1996: % 2001: % 2006: % 2012: om % 1987: % 1992: % 1997: % 2002: % 2007: % 2013: 5.00 % 1988: % 1993: % 1998: % 2003: % 2008: % 2014: 5.00 % 1989: % 1994: % 1999: % 2004: % 2009: % 2015: 2.50 % 1990: % 1995: % 2000: % 2005: % 2010: % 2016: 2.50 % +Rate of return is calculated using the earnings projected on Page 4 of this form. 2011: om % 2017: 2.50 % + Form SC -17 Monticello Fire Relief association Page 2 - Cont. 5 Enter all information as it pertains to this member. Benefit Level Months of Member Name: Jason P. Roubinek at Separation: 3,300 Service Are Paid Yes Minimum Years Required to Vest: 10 DOB: Deferred Interest Paid Service Dates: Entry: 6/15/2005 Separation: 1/15/2016 (Select "Yes" if offered.) Yes LOAs and BIS (in months): 0 Vesting %: 60 Return to Service Member ? (Select "Yes" if applicable.) If Interest is Paid, Choose Type: Total Service: Years: 10 Months (if paid): 7 Board set ROR up to 5% 2017 Estimated Liability: 21,971 Period Interest is Paid: 2018 Estimated Liability: 23,070 Status: Deferred Full Calendar Months For Relief ROR up to 5%, OSA ROR up to 5% or Board Set ROR up to 5% enter interest rates below. 1986: % 1991: % 1996: % 2001: % 2006: % 2012: % 1987: % 1992: % 1997: % 2002: % 2007: % 2013: % 1988: % 1993: % 1998: % 2003: % 2008: % 2014: % 1989: % 1994: % 1999: % 2004: % 2009: % 2015: % 1990: % 1995: % 2000: % 2005: % 2010: % 2016: 2.50 % +Rate of return is calculated using the earnings projected on Page 4 of this form. 2011: % 2017: 2.50 % + 6 Enter all information as it pertains to this member. Benefit Level Months of Member Name: at Separation: Service Are Paid Minimum Years Required to Vest: DOB: Deferred Interest Paid -Service Dates: Entry: Separation: (Select "Yes" if offered.) LOAs and BIS (in months): Vesting %: Return to Service Member ? (Select "Yes" if applicable.) If Interest is Paid, Choose Type: Total Service: Years: Months (if paid): Choose Type 2017 Estimated Liability: Period Interest is Paid: 2018 Estimated Liability: Status: Deferred Choose Interest Payment Period For Relief ROR up to 5%, OSA ROR up to 5% or Board Set ROR up to 5% enter interest rates below. 1986: % 1991: % 1996: % 2001: % 2006: % 2012: % 1987: % 1992: % 1997: % 2002: % 2007: % 2013: % 1988: % 1993: % 1998: % 2003: % 2008: % 2014: % 1989: % 1994: % 1999: % 2004: % 2009: % 2015: % 1990: % 1995: % 2000: % 2005: % 2010: % 2016: % +Rate of return is calculated using the earnings projected on Page 4 of this form. 2011: % 2017: % + Form SC -17 Monticello Fire Relief Association OFFICE OF THE STATE AUDITOR Unpaid Installment Information Enter here the name of each member who has been paid portions of a pension benefit and who still has outstanding liabilities. Birth Entry Separation Amount 2017 Estimated 2018 Estimated Name Status Date Date Date Previously Paid Liability Liability Unpaid Installment Unpaid Installment Unpaid Installment Unpaid Installment Unpaid Installment Unpaid Installment Unpaid Installment Unpaid Installment I I I Unpaid Installment Unpaid Installment l Totals 01 01 Form SC -17 Monticello fire Relief Association GIFIFIIC E OF THE STATE AUDITOR Financial Projections 2017 2018 Total Active Member Liabilities 1,030,536 1,129,674 Total Deferred Member Liabilities 120,920 126,967 Total Unpaid Installments 0 0 Grand Total Special Fund Liability A. 1,151,456 B. 1,256,641 Normal Cost (Cell B minus Cell A) C. 105,185 Projection of Net Assets for Year Ending December 31, 2017 Special Fund Assets at December 31, 2016 (FIRE -16 Form ending assets) 1 I 1,200,706 1 Proiected Income for 2017 Fire State Aid (2016 fire state aid of $99,516 may be increased by up to 3.5%) D. 103,500 Supplemental State Aid (actual 2016 supplemental state aid) E. 24,140 Municipal / Independent Fire Dept. Contributions F. 0 Interest / Dividends G. 25,000 Appreciation / (Depreciation) H. 35,000 Member Dues 1. Other Revenues J. Total Projected Income for 2017 (Add Lines D through J) 21 187,640 1 Proiected Expenses for 2017 Service Pensions (fill in individual pension amounts below) K. 67,799 Names: $ Amounts: Steve Hanson 67,799 Other Benefits L. Administrative Expenses M. Total Projected Expenses for 2017 (Add Lines K through M) Projected Net Assets at December 31, 2017 (Add Lines 1 and 2, subtract Line 3) Projection of Surplus or (Deficit) as of December 31, 2017 Projected Assets (Line 4) 2017 Accrued Liability (Page 4, cell A) Surplus or (Deficit) (Line 5 minus Line 6) 4,289 31 72,088 1 41 1,316,258 1 5 1,316,258 6 1,151,456 7 164,802 Form SC -17 Monticello Fire Relief Association OFFUCE OF THE STATE AUDITOR Calculation of Required Contribution Deficit Information - Original Deficit Information - Adjusted Amount Retired Amount Retired Amount Left Year Incurred Original Amount as of 12/31/2016 Original Amount as of 12/31/2017 to Retire 1/1/2018 2008 0 0 2009 0 0 2010 0 0 2011 0 0 2012 0 0 2013 0 0 2014 0 0 2015 0 0 2016 0 0 2017 Totals 0 0 Normal Cost 8 105,185 Projected Administrative Expense Enter 2016 Admin Exp here: 91 4,144 4,289 Amortization of Deficit (Total of Original Amount column x 0.10) 10 0 10% of Surplus 11 16,480 Fire and Supplemental State Aid 12 127,640 Member Dues 13 0 5% of Projected Assets at December 31, 2017 14 65,813 Required Contribution (Add Lines 8, 9 and 10, subtract Lines 11, 12, 13 and 14. If negative, zero is displayed.) 15 0 No required contribution due in 2018. Form SC -17 Monticello Fire Relief Association OFFICE OF THE STATE AuDff (UR 2017 Maximum Benefit Worksheet A B C D E Fire State Aid and Active Members 77Y77 Supplemental State Municipal 10% of in Relief Average Aid Contribution Surplus * Association (A + B + C) / DI (From FIRE -16) (From FIRE -16) (From SC -16) (From FIRE -]6) 2016 123,656 0 14,958 26 5,331 (From FIRE -15) (From FIRE -15) (From SC -15) (From FIRE -15) 2015 120,026 0 18,616 29 4,781 (From RF -14) (From RF -14) (From SC -14) (From RF -14) 2014 108,186 0 17,257 27 4,646 * If deficit for the year, leave blank. Average available financing per active member for the most recent 3 -year period: 4,919 (sum of column E divided by 3) Maximum Lump Sum Benefit Level under Minn. Stat. § 424A.02, subd. 3 9,100 MONTICELLO VOLUNTEER FIREMEN'S RELIEF ASSOCIATION MONTICELLO, MINNESOTA Audited Financial Statements For the Year Ended December 31, 2016 MONTICELLO VOLUNTEER FIREMEN'S RELIEF ASSOCIATION MONTICELLO, MINNESOTA TATTLE OF CONTENTS ORGANIZATION..................................................................................................................... 1 INDEPENDENT AUDITOR'S REPORT .................................................. BASIC FINANCIAL STATEMENTS: Governmental Fund — General Fund BalanceSheet... ............ ............................ ................................. ....... Statement of Revenues, Expenditures and Changes in Fund Balance Fiduciary Fund f'd N P Statement o F3 ucrary et os on ......................................................................................... Statement of Changes in Fiduciary Net Position...................................................................... Notes to the Financial Statements................................................................................................ REQUIRED SUPPLEMENTARY INFORMATION: Schedule of Changes in Net Pension Liability and Related Ratio .................. Schedule of Employer Contributions and Other Contributing Entities .......... Schedule of Investment Returns..................................................................... REPORT ON INTERNAL CONTROL OVER FINANCIAL REPORTING AND MINNESOTA LEGAL COMPLIANCE... ... -- .... ... ...... - ...... ...... 2 5 6 i .............1 20 ........... 21 ......... 21 ... 22 SCHEDULE OF FINDINGS AND RESPONSES ON LEGAL COMPLIANCE AND INTERNAL CONTROL.. .............. ............ 24 MONTICELLO VOLUNTEER FIREMEN'S RELIEF ASSOCIATION MONTICELLO, MINNESOTA ORGANIZATION DECEMBER 31, 2016 Board of Trustees Position field Shawn Leach President Jake Olinger Vice President Brad Fyle Secretary John Bauer Treasurer Steve Baloun Trustee Tom Johnson Trustee Ex Officio Brian Stumpf Mayor Jeff O'Neill City Administrator Mike Mossey Fire Chief I JOHNSON, BRUNS & COMPANY CHARTERED CemyiedPubfic %ccountants INDEPENDENT AUDITOR'S REPORT Virginia A. Bruns, CPA, EA' Board of Trustees ATP', ATA', ABA', ARA' Monticello Volunteer Firemen's Relief Association Ill lake sweet N. Monticello, Minnesota P.O. Box 219 Big Like, MN 55309 (763) 263-3300 Fax (763) 2633020 We have audited the accompanying financial statements of the governmental rbmrrs@johnsonbrurrs.mm and fiduciary activities of the Monticello Volunteer Firemen's Relief Association (the Association) as of and for the year ended December 31, 2016, Erin E. Nebben, EA and the related notes to the financial statements, which collectively comprise encbben@johmonbmm.com the Association's basic financial statements as listed in the table of contents. Shaun P. Rose, CPA srosc@johmonbnrrrs.mm Management's Responsibility for the Financial Statements Management is responsible for the preparation and fair presentation of these financial statements in accordance with accounting principles generally accepted in the United States of America; this includes the design, implementation, and maintenance of internal control relevant to the preparation and fair presentation of financial statements that are free from material misstatement, whether due to fraud or error. Auditor's Responsibility Our responsibility is to express an opinion on these financial statements based on our audit. We conducted our audit in accordance with auditing standards generally accepted in the United States of America. Those standards require that we plan and perform the audit to obtain reasonable assurance about whether the financial statements are free from material misstatement. An audit involves performing procedures to obtain audit evidence about the amounts and disclosures in the financial statements. The procedures selected depend on the auditors' judgment, including the assessment of the risks of material misstatement of the financial statements, whether due to fraud or error. In making those risk assessments, the auditor considers internal control relevant to the entity's preparation and fair presentation of the financial statements in order to design audit procedures that are appropriate in the circumstances, but not for the purpose of expressing an opinion on the effectiveness of the entity's internal control. Accordingly, we express no such opinion. An audit also includes evaluating the appropriateness of accounting policies used and the reasonableness of significant accounting estimates made by management, as well as evaluating the overall presentation of the financial statements. We believe that the audit evidence we have obtained is sufficient and appropriate to provide a basis for our audit opinion. •Enrolled to Pncece Before the IRS Accredted Tax Pnparer -Accredited Tax Advisor •Amndimd Business Accountant •Accredited Retirement Advisor Opinion In our opinion, the financial statements referred to above present fairly, in all material respects, the financial position of the governmental and fiduciary activities of the Association as of December 31, 2016, and the changes in financial position for the year then ended in accordance with accounting principles generally accepted in the United States of America. Emphasis of Matter During 2016, the Association adopted new accounting guidance by implementing the provisions of Governmental Accounting Standards Board (GASB) Statement No. 72, Fair Value Measurement and Application. This statement addresses accounting and financial reporting issues related to fair value measurements and provides guidance for determining a fair value measurement for financial reporting purposes and for applying fair value to certain investments and disclosures related to all fair value measurements. Our opinion is not modified with respect to this matter. Other Matters Accounting principles generally accepted in the United States of America require that the Required Supplementary Information as listed in the table of contents be presented to supplement the basic financial statements. Such information, although not a part of the basic financial statements, is required by the Governmental Accounting Standards Board (GASB), who considers it to be an essential part of financial reporting for placing the basic financial statements in an appropriate operational, economic or historical context. We have applied certain limited procedures to the required supplementary information in accordance with auditing standards generally accepted in the United States of America, which consisted of inquiries of management about the methods of preparing the information and comparing the information for consistency with management's responses to our inquires, the basic financial statements, and other knowledge we obtained during our audit of the basic financial statements. We do not express an opinion or provide any assurance on the information because the limited procedures do not provide us with sufficient evidence to express an opinion or provide any assurance. The Association has omitted the Management's Discussion and Analysis that accounting principles generally accepted in the United States of America requires to be presented to supplement the basic financial statements. Such missing information, although not to be a part of, the basic financial statements, is required by the GASB, who considers it to be an essential part of financial reporting for placing the basic financial statements is not affected by this missing information. JOHNS N, BRUNS &COMPANY CHARTERED May 3, 2017 BASIC FINANCIAL STATEMENTS MONTICELLO VOLUNTEER FIREMEN'S RELIEF ASSOCIATION MONTICELLO, MINNESOTA BALANCESHEET GOVERNMENTAL FUND - GENERAL FUND DECEMBER 31, 2016 ASSETS Cash FUND BALANCE Unassigned The notes to the financial statements are an integral part of this statement. $ 4,277 4,277 MONTICELLO VOLUNTEER FIREMEN'S RELIEF ASSOCIATION MONTICELLO, MINNESOTA STATEMENT OF REVENUES, EXPENDITURES AND CHANGES IN FUND BALANCE GOVERNMENTALFUND-GENERALFUND FOR THE YEAR ENDED DECEMBER 31, 2016 REVENUES Fundraising $ 15,860 Donations 10,695 Interest I Total Revenues 26,556 EXPENDITURES Fundraising $ 6,419 Donations 16,000 Office Supplies 43 Gifts/Flowers 175 Meetings/Food 3,757 Bank Fees 16 Postage/PO Box 38 Total Expenditures 26,448 NET CHANGE IN FUND BALANCE 108 FUND BALANCE - BEGINNING OF YEAR 4,169 FUND BALANCE - END OF YEAR $ 4,277 The notes to the financial statements are an integral part of this statement. 6 MONTICELLO VOLUNTEER FIREMEN'S RELIEF ASSOCIATION MONTICELLO, MINNESOTA STATEMENT OF FIDUCIARY NET POSITION FIDUCIARY FUNK - SPECIAL PENSION TRUST FUND DECEMBER 31, 2016 ASSETS Cash and Cash Equivalents Investments, At Fair Value: Mutual Funds Brokered Money Markets Cash and Cash Equivalents Total Investments, at fair value Total Assets NET POSITION RESTRICTED FOR PENSIONS Total Liabilities and Net Position The notes to the financial statements are an integral part of this statement. 7 $ 2,378 1,070,534 127,603 191 1,198,328 $ 1,200.706 $ 1,200,706 $ 1.200.706 MONTICELLO VOLUNTEER FIREMEN'S RELIEF ASSOCIATION MONTICELLO, MINNESOTA STATEMENT OF CHANGES IN FIDUCIARY NET POSITION FIDUCIARY FUND - SPECIAL PENSION TRUST FUND FOR THE YEAR ENDED DECEMBER 31, 2016 ADDITIONS Contributions State of Minnesota Supplemental Aid Total Contributions Investment Income (Loss) Interest and Dividends Net Appreciation (Depreciation) in Fair Value of Investments Total Investment Income Less: Direct Investment Expense Net Investment Income (Loss) Total Additions DEDUCTIONS Benefits and Related Taxes Audit/Accounting Fees Salaries Insurance Total Deductions NET INCREASE (DECREASE) IN NET POSITION NET POSITION - BEGINNING OF YEAR NET POSITION - END OF YEAR The notes to the financial statements are an integral part of this statement. 8 99,516 24,140 123,656 21,308 42,972 64,280 8,378 55,902 179,558 1,168 2,575 969 600 5,312 174,246 1,026,460 S 1,200306 MONTICELLO VOLUNTEER FIREMEN'S RELIEF ASSOCIATION MONTICELLO, MINNESOTA NOTES TO THE FINANCIAL STATEMENTS DECEMBER 31, 2016 NOTE 1— PLAN DESCRIPTION A. Organization Plan Administration The Monticello Volunteer Firemen's Relief Association (the Association) is the administrator of a single -employer defined benefit pension plan available to firefighters, retired and active, of the City of Monticello (the City). The plan operates under the provisions of Minnesota Laws 1965, chapter 446, as amended and Mimtesola Statute chapters 69 and 424A. The assets of the fund are dedicated to providing pension benefits to the plan members. The Plan is funded by contributions from the City and 2% fire aid from the State of Minnesota. Renortine Entitv The Association was established June 30, 1958. It is governed by a Board of Trustees (the Board) made up of six members elected by the members of the Association, and the City's Mayor, Administrator, and Fire Chief who serve as ex -officio, nonvoting members of the Board. The Association is not a component unit of the city. B. Plan Membership As of December 31, 2016, membership of the Association consisted of: Retirees and Beneficiaries Currently Receiving Benefits and Terminated Employees Entitled to Benefits but not yet Receiving them Active Plan Participants: Vested 1 1 Nonvested 15 Total 31 Number of Participating Employers C. Benefit Provisions Each member who is at least 50 years of age, has retired from the fire department, has served at least 10 years of active service with such department before retirement and has been a member of the Association in good standing at least 10 years prior to such retirement, shall be entitled to a lump sum service pension in the amount of $ 3,600 for each year of service but not exceeding the maximum amount per year of service allowed by law for the minimum average amount of available financing per firefighter as prescribed by law. A year of service may be prorated to twelve monthly slices, if a full year of active service is not reached. MONTICELLO VOLUNTEER FIREMEN'S RELIEF ASSOCIATION MONTICELLO, MINNESOTA NOTES TO THE FINANCIAL STATEMENTS DECEMBER 31, 2016 NOTE 1 —PLAN DESCRIPTION C. Benefit Provisions (Continued) If a member of the Association shall become permanently or totally disabled, the Association shall pay the sum of $ 3,600 for each year the member was an active member of the Association. If a member who received a disability pension subsequently recovers and returns to active duty, the disability pension is deducted from the service pension as approved by the Board. 2. According to the bylaws of the Association and pursuant to Minnesota Statutes 424A.02, Subdivisions 2 and 4, members who retire with less than 20 years of service and have reached the age of 50 years and have completed at least 10 years of active membership are entitled to a reduced service pension not to exceed the amount calculated by multiplying the member's service pension for the completed years of service times the applicable nonforfeitable percentage of pension as shown below. Completed Years Nonforfeitable Percentage of Service of Pension Amount 10 60 11 64 12 68 13 72 14 76 15 80 16 84 17 88 18 92 19 96 20 and Thereafter 100 The payment amount will be calculated by using the amount payable per year of service in effect at the time of such early retirement, multiplied by the number of accumulative years of service, multiplied by the appropriate percentage as defined above. 3. During the time a member is on deferred vested pension (not yet reached age fifty), they will earn interest on the deferred benefit amount at an interest rate determined by the Board of Trustees, up to five percent, compounded annually. A deferred vested member will not be eligible for disability benefits. 10 MONTICELLO VOLUNTEER FIREMEN'S RELIEF ASSOCIATION MONTICELLO, MINNESOTA NOTES TO THE FINANCIAL STATEMENTS DECEMBER 31, 2016 NOTE 2 — SUMMARY OF SIGNIFICANT ACCOUNTING POLICIES A. Measurement Focus, Basis of Accounting and Financial Statement Presentation Governmental fund financial statements are reported using the current financial resources measurement focus and the modified accrual basis of accounting. Revenues are recognized as soon as they are both measurable and available. Revenues are considered to be available when they are collectible within the current period or soon enough thereafter to pay liabilities of the current period. Revenues susceptible to accrual include contributions from the State and the City and investment revenue, including interest on deposits and dividends. Expenditures generally are recorded when a liability is incurred, as under accrual accounting. Fiduciary fund financial statements are reported using the economic resources measurement focus and the accrual basis of accounting. Revenues are recorded when earned and expenses are recorded when a liability is incurred; regardless of the timing of related cash flows. Grants and similar items are recognized as revenue as soon as all eligibility requirements imposed by the provider have been met. During 2016, the Association adopted GASB Statement No. 72, Fair lralue Measurement and Application. This statement addresses accounting and financial reporting issues related to fair value measurements. It provides guidance for determining a fair value measurement for financial reporting purposes and for applying fair value to certain investments and disclosures related to all fair value measurements. No restatement is required as a result of implementing this statement. B. Description of Funds The resources of the Association are accounted for in two funds. Each fund is accounted for as an independent entity. Descriptions of the funds include in this report are: Major Governmental Fund: The General fund is a governmental fund, which accounts for the resources not accounted for in other funds. It is used for the good and benefit of the Association as determined by Association bylaws. Its resources consist of membership dues, fundraiser proceeds, investment earnings and miscellaneous sources. Additionally, The Association reports the following fund type: The Fiduciary fund accounts for assets held by the Association in a trustee capacity for its members The Special Pension Trust Fund is a fiduciary fund for the accumulation of resources to be used for retirement, dependency and disability annuity payments of appropriate amounts and at appropriate times in the future. Il MONTICELLO VOLUNTEER FIREMEN'S RELIEF ASSOCIATION MONTICELLO, MINNESOTA NOTES TO THE FINANCIAL STATEMENTS DECEMBER 31, 2016 NOTE 2 — SUMMARY OF SIGNIFICANT ACCOUNTING POLICIES B. Description of Funds (Continued) Fund Balance In the fund financial statements, fund balance is divided into five classifications based primarily on the extent to which the Association is bound to observe constraints imposed upon the use of resources reported in the governmental funds. These classifications are defined as follows; Nonspendable — Amounts that cannot be spent because they are not in spendable form, such as prepaid items. Restricted — Amounts related to externally imposed constraints established by creditors, grantors or contributors; or constraints imposed by state statutory provisions. Committed — Amounts constrained for specific purposes that are internally imposed by formal action (resolution) of the Board of Directors, which is the Association's highest level of decision-making authority. Committed amounts cannot be used for any other purpose unless the Board modifies or rescinds the commitment by resolution. Assigned — Amounts constrained for specific purposes that are internally imposed. In governmental funds other than the General fund, assigned fund balance represents all remaining amounts that are not classified as nonspendable and are neither restricted nor committed. In the General fund, assigned amounts represent intended uses established by the Board itself or by an official to which the governing body delegates the authority. Unassigned — The residual classification for the General fund and also negative residual amounts in other funds. The Association considers restricted amounts to be spent first when both restricted and unassigned fund balance is available. Additionally, the Association would first use committed, then assigned, and lastly unassigned amounts of fund balance when expenditures are made. C. Deposits and Investments The Association's cash and cash equivalents are considered to be cash on hand, demand deposits and highly liquid debt instruments purchased with original maturities of three months or less from the date of acquisition. Investments are stated at fair value .Minnesota Statutes requires all deposits made by municipalities, which includes fire relief associations, with financial institutions be protected by federal deposit insurance, corporate surety bonds, or collateral. The market value of collateral pledged must equal 110% of the deposits not covered by Federal Deposit Insurance Corporation (FDIC) insurance or corporate surety bonds. 12 MONTICELLO VOLUNTEER FIREMEN'S RELIEF ASSOCIATION MONTICELLO, MINNESOTA NOTES TO THE FINANCIAL STATEMENTS DECEMBER 31, 2016 NOTE 2 — SUMMARY OF SIGNIFICANT ACCOUNTING POLICIES C. Deposits and Investments (Continued) Minnesota Statutes authorizes the Association to invest in obligations of the U.S. Treasury, agencies and instrumentalities, shares of investment companies whose only investments are in the aforementioned securities, obligations of the State of Minnesota or its municipalities, bankers' acceptances, future contracts, corporate bonds, common stock and foreign stock of the highest quality, mutual funds and in the State Board of Investments. Cash and cash equivalents at December 31, 2016 were comprised of deposits at Wells Fargo and First Minnesota Bank. Investments are reported at fair value. The Association categorizes the fair value measurements of its investments in accordance with generally accepted accounting principles, including GASB Statement 72. The definition of fair value is the price that would be received to sell an asset or paid to transfer a liability in an orderly transaction between market participants at the measurement date. GASB Statement 72 establishes a fair value hierarchy. The hierarchy is based on valuation inputs, categorized at three levels, dependent on whether the inputs to those valuations are observable or unobservable in the marketplace. Net appreciation (depreciation) in fair value of investments includes net unrealized and realized gains and losses. Purchases and sales of securities are recorded on a trade -date basis. Investment income is recognized as earned. The Association had no formal investment policy in place as of December 31, 2016 to address the following risks. Custodial Credit Risk — Deposits: For deposits, this is the risk that in the event of bank failure, the Association's deposits may not be returned to it. Interest Rate Risk: This is the risk that market values of securities in a portfolio would decrease due to changes in market interest rates. Credit Risk: This is the risk that an issuer or other counterparty to an investment will not fulfill its obligations. State law limits investments in commercial paper and corporate bonds to be in the top two ratings issued by nationally recognized statistical rating organizations. Concentration of Credit Risk: This is the risk of loss attributed to the magnitude of an investment in a single issuer. Custodial Credit Risk — Investments: For an investment, this is the risk that in the event of the failure of the counter party, the Association will not be able to recover the value of its investments or collateral securities that are in the possession of an outside party. D. Estimates The preparation of the financial statements in conformity with generally accepted accounting principles requires management to make estimates and assumptions that affect certain reported amounts and disclosures. Accordingly, actual results could differ from those estimates. 13 MONTICELLO VOLUNTEER FIREMEN'S RELIEF ASSOCIATION MONTICELLO, MINNESOTA NOTES TO THE FINANCIAL STATEMENTS DECEMBER 31, 2016 NOTE 2 — SUMMARY OF SIGNIFICANT ACCOUNTING POLICIES E. Subsequent Events In preparing these financial statements, the Association has evaluated events and transactions for potential recognition or disclosure through May 3, 2017, the date the financial statements were available to be issued. NOTE 3 — DEPOSITS AND INVESTMENTS A. Deposits In accordance with applicable Minnesota Statutes, the Association maintains deposits at depository banks authorized by the Association's Board. Custodial Credit Risk: As of December 31, 2016, the Association's bank balance was not exposed to custodial credit risk because it was fully insured through FDIC insurance. The Association deposits had a book balance as follows: Wells Fargo Checking $ 4,277 First Federal Bank Money Market 2,378 Total Deposits $ 6.655 B. Investments GASB Statement 72 sets forth the framework for measuring the fair value of investments based on a hierarchy of valuation inputs. The hierarchy has three levels: Level 1: All securities are valued with the market approach by using quoted prices (unadjusted) in active markets for identical assets or liabilities that the reporting entity can access at the measurement date. Level 2: All securities are valued with the market approach using inputs other than quoted prices included in Level I that are observable for the asset or liability, either directly or indirectly. The matrix pricing technique is used to value securities based on the securities' relationship to benchmark quoted prices. Inputs for Level 2 include: • quoted prices for similar assets or liabilities in active markets, • quoted prices for identical or similar assets or liabilities in inactive markets, • inputs other than quoted prices that are observable for the asset or liability, and • inputs derived principally from or corroborated by observable market data by correlation or other means. Level 3: Securities within this hierarchy have unobservable inputs for the asset or liability. Unobservable inputs reflect the SBI's assumptions about the inputs that market participants would use in pricing an asset or liability. Level 3 investments primarily consist of assets where the asset is distressed or there is not an active market. Securities are valued using either the cost method where a replacement value is determinable or the income method using the present value technique. 14 MONTICELLO VOLUNTEER FIREMEN'S RELIEF ASSOCIATION MONTICELLO, MINNESOTA NOTES TO THE FINANCIAL STATEMENTS DECEMBER 31, 2016 NOTE 3 — DEPOSITS AND INVESTMENTS B. Investments (continued) Net Asset Value (NAV): The fair value of investments in entities that calculate a net asset value per share are determined using the NAV in lieu of the leveling methodology described above. Assets valued at NAV held by the Association consist of money market funds. These funds are highly -liquid assets the Association holds in addition to their cash to ensure adequate cash flow for operating activities such as benefit payments. Cash and cash equivalents (other than money market accounts) are not leveled under GASB Statement 72 nor reported at NAV and, therefore, are included at the bottom of the table below to reconcile the note to the Association's total investments reported on the Statement of Fiduciary Net Position. As of December 31, 2016, the Association had the following investments measured at fair value: Investments by fair value level Equity Securities Mutual Funds Total Equity Securities Total Investments by Fair Value Level Investments Measured at the Net Asset Value (NAV) Money Market Funds Total Investments Measured at the NAV Cash & Cash Equivalents Total Investments Measured at Fair Value, NAV, and Cash & Cash December 31, Fair Value Measurements Usina 2016 Level Level Level $ 1.070534 $ 1.070.534 $ - $ $ 1.070.534 $ 1.670.534 $ - $ $ 1.070,534 �$ 1.070.534 $ - % $ 127,603 $ 127,603 $ 191 1.199.328 Note: All investments considered due within one year Explanation of Investment Types: Mutual Funds: An open-ended fund operated by an investment company which raises money from shareholders and invests in a group of assets, in accordance with a stated set of objectives. Credit Risk: As of December 31, 2016, the Association had no investments in commercial paper or government securities subject to ratings by nationally recognized statistical rating organizations. 15 MONTICELLO VOLUNTEER FIREMEN'S RELIEF ASSOCIATION MONTICELLO, MINNESOTA NOTES TO THE FINANCIAL STATEMENTS DECEMBER 31, 2016 NOTE 3 — DEPOSITS AND INVESTMENTS B. Investments (continued) Concentration of Credit Risk: As of December 31, 2016, the Association was exposed to concentration of credit risk because individual investments exceeded 5% of the total Association's investment portfolio as listed below: C. Balances As of December 31, 2016, the Association had deposits and investments as follows: Deposits (Note 3.A.) Investments (Note 3.B.) Total Deposits and Investments $ 6,655 1,198,328 $ 1,204,983 Deposits and Investments are presented in the December 31, 2016 basic financial statements as follows: Statement of Net Assets - Balance Sheet - General Fund: Cash Statement of Fiduciary Net Position: Cash and Cash Equivalents Investments Total Deposits and Investments 16 $ 4,277 2,378 1,198,328 $ 1,204.983 Concentration Investment Description Fair Value Credit Risk (5%) AB Global Bond Fund $ 99,405 8.30% Capital World Bond Fund 95,194 7.94% Dodge & Cox Income Fund 84,468 7.05% General Govt SEC Money Market 127,603 10.65% C. Balances As of December 31, 2016, the Association had deposits and investments as follows: Deposits (Note 3.A.) Investments (Note 3.B.) Total Deposits and Investments $ 6,655 1,198,328 $ 1,204,983 Deposits and Investments are presented in the December 31, 2016 basic financial statements as follows: Statement of Net Assets - Balance Sheet - General Fund: Cash Statement of Fiduciary Net Position: Cash and Cash Equivalents Investments Total Deposits and Investments 16 $ 4,277 2,378 1,198,328 $ 1,204.983 MONTICELLO VOLUNTEER FIREMEN'S RELIEF ASSOCIATION MONTICELLO, MINNESOTA NOTES TO THE FINANCIAL STATEMENTS DECEMBER 31, 2016 NOTE 4 — CONTRIBUTIONS Contributions by the City are determined in accordance with Minnesota Statutes as follows: Normal Cost for Next Year (Increase in Pension Benefit Obligation) Plus Estimated Expenses for Next Year and 10% of Any Deficits Less Anticipated Income Next Year and 10% of Any Surplus The State of Minnesota contributes amortization aid, or 2% fire aid, in accordance with state statute requirements. Plan members are not required to contribute to the Plan. The State Legislature may amend contribution requirements of the City and State. Municipal contributions are determined by the preparation of Schedules I and II, which must be certified to the City by August 1 of the preceding calendar year. Contributions totaling $ 123,656 were made by the State of Minnesota and no contributions were made by the City of Monticello, in accordance with state statute requirements for the year ended December 31, 2016. NOTE 5 — NET PENSION LIABILITY The components of the net pension liability of the City of Monticello at December 31, 2016, were as follows: Net Pension Liability Plan Fiduciary Net Positiot Total Pension Plan Fiduciary Net Pension as a Percentage of the Liability Net Position Liability (Asset) Total Pension Liability 1,177,526 $ 1,200,706 $ (23,180) 101.97% A. Actuarial Assumptions The total pension liability was determined by an actuarial valuation as of January 1, 2016, based on the measurement date of December 31, 2016, and using the following actuarial assumptions. The plan has not had a formal actuarial experience study performed. Discount Rate Salary Increases Inflation Rate Benefit Inflation Rate Actuarial Cost Method Mortality Assumptions Withdrawal Assumptions Disablement Assumptions 4.19% Use of Inflation Rate as Substitute 2,00% 2.00% Entry Age Cost Method RP -2014 Mortality with MP -2015 10% Annual Turnover 0.5% 17 MONTICELLO VOLUNTEER FIREMEN'S RELIEF ASSOCIATION MONTICELLO, MINNESOTA NOTES TO THE FINANCIAL STATEMENTS DECEMBER 31, 2016 NOTE 5 — NET PENSION LIABILITY B. Long -Term Expected Rate of Return The long-term expected rate of return is determined by calculating the weighted average of each asset class' estimated long-term real rate of return then adding an assumed rate of inflation and subtracting the average mutual fund expense load. The estimated long -tern real rate of return for each asset class was obtained by the Actuary using Portfolio Solutions(P. C. Discount Rate The discount rate used to measure the total pension liability was 4.19%. The year by year projection of assets and benefits used to determine the discount rate assumed: a) retirement benefits for active members are paid on their normal retirement dates, b) deferred active members benefits are payable in following year, c) death and disablement are funded by a single- prernium and payable in the following year, d) contributions, net of administrative expenses, of $60,000 per year, and e) assets are projected to cam the long-term rate of return. Based on those assumptions, The Association's fiduciary net position was projected to be available to make all projected future benefit payments of the current plan members. Therefore, the long-term expected rate of return on pension plan investments was applied to all periods of projected benefit payments to determine the total pension liability. NOTE 5 — NET PENSION LIABILITY D. Sensitivity Analysis The following presents the net pension liability calculated using the discount rate of 4.19 percent, as well as what the net pension liability/(asset) would be if it were calculated using a discount rate that is one -percentage -point lower (3.19 percent) or ane -percentage -point higher (5.I9 percent) than the current rate: 1% Decrease (3.19%) Net Pension Liability/(Asset) $ 10,355 IV Current 1% Discount Rate Increase (4.19%) (5.19%) $ (23,180) $ (55,183) REQUIRED SUPPLEMENTARY INFORMATION 19 MONTICELLO VOLUNTEER FIREMEN'S RELIEF ASSOCIATION MONTICELLO, MINNESOTA SCHEDULE OF CHANGES IN NET PENSION LIABILITY AND RELATED RATIOS SPECIAL PENSION TRUST FUND Total Pension Liability Service Cost Interest Changes of Benefit Terms Gains or Losses Benefit Payments. Including Refund of Member Contributions Net Change in Total Pension Liability Total Pension Liability - Beginning Total Pension Liability - Ending (A) Plan Fiduciary Net Position Contributions - State Contributions - Municipal/Local Net Investment Income Benefit Payments, Including Refund of Member Contributions Administrative Expenses Net Change in Plan Fiduciary Net Positition Plan Fiduciary Net Position - Beginning Plan Fiduciary Net Position - Ending (B) Net Pension Liability (Asset) - Ending (A) -(B) Plan Fiduciary Net Position as a Percentage of the Total Pension Liability Covered Payroll* Net Pension Liability as a Percentage of Covered Payroll* Notes to Schedule: This schedule is built prospectively until it contains ten years of data. 2016 2015 $ 79,730 $ 77,343 44,224 41,888 90,761 - (53,156) (27,279) (1,168) (128,101) 160,391 (8,870) 1,017,135 1,026,005 $ 1,177.526 $ 1.017.135 $ 123,656 $ 122,027 55,902 (17,673) (1,168) (128,101) (4,144) (3,532) 174,246 (27,279) 1,026,460 1,053,739 $ L200.706 $ 1,026;460 $ (23,180) $ (9,325) 101.97% 100.92% N/A N/A N/A N/A *Tile Association is comprised of volunteers, therefore, there are no payroll expenditures (i.e., there are no covered payroll percentage calculations) (Unaudited) 20 MONTICELLO VOLUNTEER FIREMEN'S RELIEF ASSOCIATION MONTICELLO, MINNESOTA SCHEDULE OF EMPLOYER CONTRIBUTIONS AND OTHER CONTRIBUTING ENTITIES SPECIAL PENSION TRUST FUND Year Actuarially Actual Contribution Contributions Ended Determined State & Local Deficiency Covered as Percentage December 31, Contribution Contributions (Excess) Payroll* of Payroll* 2016 $ 100,319 $ 123,656 $ (23,337) N/A N/A 2015 92,533 120,027 (27,494) N/A NIA 2014 N/A 108,186 N/A N/A N/A 2013 N/A 109,594 N/A N/A N/A 2012 NIA 74,221 N/A N/A N/A 2011 N/A 72,647 NIA NIA N/A 2010 N/A 66,768 N/A N/A NIA 2009 N/A 79,127 N/A N/A N/A 2008 NIA 74,110 N/A NIA N/A 2007 N/A 86,740 N/A N/A N/A Notes to Schedule: *The Association is comprised of volunteers, therefore, there are no payroll expenditures (i.e., there are no covered payroll percentage calculations) (Unaudited) SCHEDULE OF INVESTMENT RETURNS SPECIAL PENSION TRUST FUND Annual money -weighted rate of return, net of investment expense Year Ended Annual December 31, Return 2016 6.18% 2015 -1.11% 2014 3.60% Notes to Schedule: *The modified dietz method was used to calculate annual return. This schedule is built prospectively until it contains ten years of data. (Unaudited) 21 JOHNSON, BRUNS & COMPANY CHARTERED Certipid PuRic Accountants REPORT ON INTERNAL CONTROL OVER FINANCIAL REPORTING AND MINNESOTA LEGAL COMPLIANCE Virginia A. Brtms, CPA, EA• Board of Trustees ATP', ATA', ABt A', ABA• Monticello Volunteer Firemen's Relief Association 111 LThe StreeN. P.O. Box 219 Monticello, Minnesota Big Lake, MN 55309 (763) 2633300 Fax (763) 2638020 abmm@joi n nbntns.com INTERNAL CONTROL OVER FINANCIAL REPORTING In planning and performing our audit of the basic financial statements of the Erin E. Nebben• EA* Monticello Volunteer Firemen's Relief Association as of and for the year cnebbcn%ohnsonbmns.com ended December 31, 2016, in accordance with auditing standards generally Shaun P. Rose, CPA accepted in the United States of America, we considered the Association's smse@jobnsonbmm.com internal control over financial reporting as a basis for designing audit procedures that are appropriate in the circumstances for the purpose of expressing our opinion on the financial statements, but not for the purpose of expressing an opinion on the effectiveness of the Association's internal control over financial reporting. Accordingly, we do not express an opinion on the effectiveness of the Association's internal control over financial reporting. Enrolled to PrxW ee Before the IRS •Accredited Tae Preparer •Aecredited Tax Advisor •Accredited Business Accountant 'Accredited Retirement Advisor A deficiency in internal control over financial reporting exists when the design or operation of a control does not allow management or employees, in the normal course of performing their assigned functions, to prevent, or detect and correct, misstatements on a timely basis. A material weakness is a deficiency, or combination of deficiencies, in internal control over financial reporting, such that there is a reasonable possibility that a material misstatement of the Association's financial statements will not be prevented, or detected and corrected, on a timely basis. Our consideration of internal control over financial reporting was for the limited purpose described in the first paragraph and was not designed to identify all deficiencies in the internal control over financial reporting that might be deficiencies, significant deficiencies, or material weaknesses. Given these limitations, during our audit we did not identify any deficiencies in internal control over financial reporting that we consider to be material weaknesses, as defined above. However, material weaknesses may exist that have not been identified. Our audit was also not designed to identify deficiencies in internal control over financial reporting that might be significant deficiencies. A significant deficiency is a deficiency, or combination of deficiencies, in internal control that is less severe than a material weakness, yet important enough to merit attention by those charged with governance. We identified a deficiency in internal control over financial reporting that we consider to be a significant deficiency described in the accompanying Schedule of Findings and Responses on Legal Compliance and Internal Control as Audit Finding 07-01. 22 MINNESOTA LEGAL COMPLIANCE We have audited the basic financial statements of the Monticello Volunteer Firemen's Relief Association as of and for the year ended December 31, 2016. We conducted our audit in accordance with auditing standards generally accepted in the United States of America and the provisions of the Minnesota Legal Compliance Audit Guide for Political Subdivisions, promulgated by the State Auditor pursuant to Minnesota Statutes Sec. 6.65. Accordingly, the audit included such tests of the accounting records and such other auditing procedures as we considered necessary in the circumstances. The Minnesota Legal Compliance Audit Guide for Political Subdivisions contains three categories of compliance to be tested in audits of relief associations: deposits and investments, conflicts of interest, and relief associations. Our audit included all of the listed categories. In connection with our audit, nothing came to our attention that caused us to believe that the Monticello Volunteer Firemen's Relief Association failed to comply with the provisions of the Minnesota Legal Compliance Audit Guide for Political Subdivisions. However, our audit was not directed primarily toward obtaining knowledge of such noncompliance. Accordingly, had we performed additional procedures, other matters may have come to our attention regarding the Association's noncompliance with the above referenced provisions. The Association's response to the internal control finding identified in our audit has been included in the accompanying Schedule of Findings and Responses on Legal Compliance and Internal Control. We did not audit the Association's responses and, accordingly, we express no opinion on them. This report is intended solely for the information and use of the Association's Board of Trustees, management, and state regulatory agencies and is not intended to be and should not be used by anyone other than these specified parties. JOHNSON, BRUNS & COMPANY CHARTERED May 3, 2017 23 MONTICELLO VOLUNTEER FIREMEN'S RELIEF ASSOCIATION MONTICELLO, MINNESOTA SCHEDULE OF FINDINGS AND RESPONSES ON LEGAL COMPLIANCE AND INTERNAL CONTROL DECEMBER 31, 2016 CURRENT AND PRIOR YEAR LEGAL COMPLIANCE FINDING: None CURRENT AND PRIOR YEAR INTERNAL CONTROL FINDING: Significant Deficiencies: Audit Finding 07-01— Lack of Segregation of Accounting Duties Adequate segregation of accounting duties is in place when the four areas of a transaction have been separated: authorization, custody, recording, and reconciliation. Management is responsible for establishing and maintaining internal control. This responsibility includes the internal control over the various accounting cycles, the fair presentation of the financial statements and related notes, and the accuracy and completeness of all financial records and related information. Adequate segregation of duties is a key internal control in an organization's accounting system. The size of the Association and its staffing limits the internal control that management can design and implement into the organization. This situation is not unusual in operations the size of the Monticello Volunteer Firemen's Relief Association, but the Board of Trustees should constantly be aware of this condition and realize that the concentration of duties and responsibilities in a limited number of individuals in not desirable from an internal control and accounting point of view. Generally, segregation of duties can be attained with the hiring of additional personnel; however, this becomes a significant cost consideration to entities such as the Monticello Volunteer Firemen's Relief Association. Under the above conditions, the most effective system of control lies in the knowledge of the Board of Trustees regarding the Association's operations and the periodic review of those operations. We recommend the Board of Trustees be mindful that limited staffing causes inherent risks in safeguarding the Association's assets and the proper reporting of its financial activity. Client's Response: The Association's Board of Trustees acknowledges the concentration of our duties and responsibilities as an undesirable consequence of our operation. We understand the importance of our duties and have implemented procedures and policies to help monitor and regulate our daily transactions. 24 City Council Agenda: 07/10/17 2F. Consideration of adopting Resolution 2017-39 approving the release of temporary easement located in Lot 6, Auditor's Subdivision No. 1. (AS/JS) A. REFERENCE AND BACKGROUND: Bondhus has requested that the City review for consideration a release of temporary easement for pathway purposes across a portion of Lot 6, Auditor's Subdivision No. 1. City Public Works, Engineering and Community Development staff have reviewed the easement and have no objection to the release relative to the existing trail or City utilities in the area. Al. Budget Impact: Budget impact includes expenses for consulting engineering review and review and preparation of the temporary easement release by the City Attorney. A2. Staff Workload Impact: Staff impacts limited to review of the release in relationship to existing public infrastructure. B. ALTERNATIVE ACTIONS: 1. Motion to adopt Resolution 2017-39 approving the release of temporary easement located in Lot 6, Auditor's Subdivision No. 1. 2. Motion to deny adoption of Resolution 2017-39 approving the release of temporary easement located in Lot 6, Auditor's Subdivision No. 1. C. STAFF RECOMMENDATION: City staff recommends Alternative #1. D. SUPPORTING DATA: A. Resolution 2017-39 B. Release of Easement C. Request for Release D. Temporary Easement Document E. Easement Exhibit CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2017-39 RESOLUTION RELEASING THE CITY'S INTEREST IN PUBLIC UTILITY EASEMENT, WRIGHT COUNTY RECORDERS' NO. 561568 WHEREAS, on November 8, 1994 a temporary easement was recorded for pathway, slopes, cuts and fills over, under and across the following described property: Commencing at the northwest corner of said Log 6; thence easterly along the north line thereof a distance of 370.8 feet to the southwesterly right-of-way line of County State Aid Highway No. 75; thence southeasterly along said right-of-way line a distance of 677.23 feet to the point of beginning of the line to be described; thence continuing southeasterly along said right-of-way line a distance of 322.77 feet and said line there terminating. WHEREAS, public construction has been completed for no further need for the easement and it no longer serves a public purpose; and NOW THEREFORE, BE IT RESOL VED BY THE CITY COUNCIL OF MONTICELLO, MINNESOTA: The City of Monticello's interest in the easement set forth in Wright County Recorders' NO. 561568 no longer serve a public purpose and the interest in said easement hereby reverts and is granted to John R. Bondhus. ADOPTED BY the Monticello City Council this 10th day of July, 2017. CITY OF MONTICELLO Brian Stumpf, Mayor ATTEST: Jeff O'Neill, City Administrator CERTIFICATION STATE OF MINNESOTA COUNTY OF WRIGHT I hereby certify that the foregoing is a true and correct copy of Resolution 2017-39 duly passed, adopted and approved by the Monticello City Council at their scheduled meeting on July 10, 2017, and recorded in minutes of said meeting. Jennifer Schreiber, City Clerk Notary Public: Date: (STAMP) (Reserved for Recording Data) RELEASE OF TEMPORARY EASEMENT RELEASE OF TEMPORARY EASEMENT granted this day of , 2017, by the CITY OF MONTICELLO, a Minnesota municipal corporation (hereinafter referred to as "City"). WHEREAS, City acquired a temporary easement for pathway, slopes, cuts and fills over, under, and across certain property owned by John R. Bondhus pursuant to the recording of a Quit Claim Deed dated July 1, 1994 and filed for record in the office of the County Recorder, Wright County, Minnesota, on November 8, 1994, as Document No. 561568 affecting the following described land to -wit: A 20.00 foot temporary easement for pathway, slopes, cuts and fills over, under, and across that part of Lot 6, AUDITOR'S SUBDIVISION NO. ONE, according to the plat on file in the office of the County Recorder, Wright County, Minnesota, which lies southwesterly of and adjacent to the following described line: Commencing at the northwest corner of said Lot 6; thence easterly along the north line thereof a distance of 370.8 feet to the southwesterly right-of-way line of County State Aid Highway No. 75; thence southeasterly along said right-of-way line a distance of 677.23 feet to the point of beginning of the line to be described; thence continuing southeasterly along said right-of-way line a distance of 322.77 feet and said line there terminating. WHEREAS, the City has determined that the temporary easement for pathway purposes described above is no longer needed. NOW, THEREFORE, the City, for good and valuable consideration, does hereby release and discharge the temporary easement for pathway purposes described in the Quit Claim Deed dated July 1, 1994 and filed for record in the office of the County Recorder, Wright County, Minnesota, on November 8, 1994, as Document No. 561568. 193275v1 IN WITNESS WHEREOF, the City has executed this Agreement as of the day of , 2017. CITY OF MONTICELLO Brian Stumpf, Mayor Jeff O'Neill, City Administrator STATE OF MINNESOTA ) ss COUNTY OF WRIGHT ) The foregoing instrument was acknowledged before me on the day of , 2017, by Brian Stumpf and Jeff O'Neill, respectively the Mayor and City Administrator, of the City of Monticello, a Minnesota municipal corporation, on behalf of the municipal corporation and pursuant to the authority granted by its City Council. Notary Public THIS INSTRUMENT DRAFTED BY: CAMPBELL KNUTSON, P.A. Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ 1932750 2 July 5, 2017 Timesaving GorillaProof Tools Angela Schumann, AICP Community Development Director City of Monticello Via Email to: Angela. Schumann@ci. monticello. mn. us RE: 27270-0001 Mary Kay Bondhus Revocable Trust dated November 21, 2006 Quiet Title Action Dear Angela: By previous email, I forwarded to you for review a copy of a Temporary Easement which was discovered by David Meyers at Rinke-Noonan Law Firm during his preparation for a Quiet Title Action on the Bondhus manufacturing plant property. Mr. Meyers feels certain it has expired, but it does not have expiration language. He has requested that the City file a release with the title records. Alternatively, you could send me a letter or email which he would attach to the Complaint and extinguish it by court order. Please ask the City to consider this matter on July 10', and let me know what they decide. Thank you for your assistance in this matter. Bondhus Corporation, Best Regards, 4 Polly Ann Grell Vice President Finance & Treasurer 763.271.1173 (Direct) 763.295.4440 (Fax) pgrell@bondhus.com Form No. 28•M—QUIT CLAIM DEED Minnesota Uniform Conveyancing Slealu (I878) _ ^ knu—Davie Co.. Mlnn "t. �IndMdual(s) to Corporation or Partnership No delinquent taxes and transfer entered; Certificate of Real Estate Value ( ) filed ( ) no equired Certificate of Real Estate Value No. i County Auditor bv/ Deputy STATE DEED TAX DUE HEREON: $ Date- July 1 , 19 94 FOR VALUABLE CONSIDERATION, John R. Bondhus 561,568 Of fICE OF CQUNTY REC R �g tv CER(TIF)ED TQ E�)L5� TR ARDIOR FE'C01, DON 94 ROY -8 PM 4: 21 MARCIA LA14TTO, CQ,RECORDER oyc-2�d.DEpUYY (reserved 7,61) orrecording dattaa) , Grantor (s), (marital status) hereby convey (s) and quitclaim (s) to City of Monticello , Grantee, R municipal corporation under the laws of the state of Minnesota real property in Wright County, Minnesota, described as follows: A 20.00 foot temporary easement for pathway, slopes, cuts and fills over, under and across that part of Lot 6, AUDITOR'S SUBDIVISION NO. ONE, according to the plat on file in the Office of the County Recorder, Wright County, Minnesota, _which lies southwesterly of and adjacent to the following described line: Commencing at the northwest corner of said Lot 6; thence easterly along the north line thereof a distance of 370.8 feet to the southwesterly right-of-way line of County State Aid Highway No. 75; thence southeasterly along said right-of-way linea distance of 677.23 feet to the point of beginning of the line to be described; thence continuing southeasterly along said right-of-way line a distance of 322.77 feet and said line there terminating. Said temporary easement contains 8,069 square feet more or less. (it more space Is needed, continua on back) together with all hereditaments and appurtenances belonging thereto. W- RIGHT Exerklffl-��' "' �t;r�p�l�Lre' GOufl dsuiel r S STATE OF MINNESOTA ss, COUNTY OF WRIGHT ;-;� ONDHUS /n1 ///� 9` The foregoing instrument was acknowledged before me this 1st By of July by John R. Bondhus Grantor (s), S1 AiIt 41411ROON� C(,/ OWLEDOMENT Tex Statements for the rant property deacdb5d In this tnrtrument should he sent to (Include name and address of Grantee)[ NOTARIAL STAMP OR SEAL (Oft OTHER TITLE OR RANK) Kar�Ew uu y NO7AAY PUBLIC •MINNESOTA y VdRiGHTCOUNTY \ � ., Comm Ezp. Sept SD, [448 THIS INSTRUMENT WAS DRAFTED BY (NAME AND ADDRESS): City of Monticello 11Frzla 250 East Broadway,y PO Box 1147 Monticello, MN 55362 WCR 3 I for IP N Nk 40 r * % . L 0 .i r •� C^ City Council Agenda: 07/10/17 2G. Consideration adopting Resolution 2017-31 accepting a petition and calling for a public hearing on August 14, 2017 for vacation of a portion of drainage and utilitv easements as legally described for Lot 1, Block 1, Monticello Big Lake Community Hospital District Campus Second Addition. (AS/JS) A. REFERENCE AND BACKGROUND: CentraCare Health/Monticello/Monticello Big Lake Community Hospital District has submitted a petition asking Council to call for a public hearing to consider vacation of a portion of drainage and utility easements across Lot 1, Block 1, Monticello Big Lake Community Hospital District Campus Second Addition. The applicant has provided a certificate of survey for the project area encompassing a series improvements reviewed as an amendment to an existing Conditional Use Permit for Planned Unit Development. The survey illustrates a conflict with drainage and utility easements on the site for a portion of the proposed entrance canopy and ambulance garage. The eastern -most of the canopy pillars will be set just over the north line of the drainage and utility easement in the project area. In addition, the ambulance garage is proposed fully within the drainage and utility easement. The drainage and utility easements in these locations exist in the same location as the prior Hart Boulevard right of way, which was previously vacated. The City retained a drainage and utility easement over the entire area of the vacated roadway. Prior to the hearing and consideration for vacation, the City will need to research underlying fee title ownership of the area to be vacated to determine whether other action or agreements are required for use of these areas. For the canopy pillar, City staff recommends the approval of an encroachment agreement, which will allow the construction of the canopy to proceed while a formal vacation is considered for that area. The encroachment agreement for the canopy is included with a separate item on the Council agenda. If the Council elects to approve the vacation for the easement in this area, the encroachment agreement may be released. In the case of the ambulance garage, the City will need to maintain a portion of the drainage and utility easement for a public watermain in the area. The drainage and utility easement to be maintained lies 20' on either side of the watermain, which is outside the building limits of the ambulance garage. The legal descriptions and exhibits for the proposed vacations are attached. Procedurally, Council must accept the petition and call for a public hearing to consider the vacation. Statute requires two weeks between the publication of notices and the public hearing itself. Therefore, Council should call for the public hearing for consideration of the vacations to be placed on the August 14, 2017 City Council agenda. City Council Agenda: 07/10/17 City staff has prepared notices to be published in the Monticello Times and sent to affected property owners. Al. Budget Impact: There is no budget impact associated with calling for the hearing, as the notification expenses are covered through the application fee. A2. Staff Workload Impact: Staff impacts at this time are limited to the preparation of the notice documents. Should Council call for the hearing, staff will continue work on reviewing the vacation application. B. ALTERNATIVE ACTIONS: 1. Motion to adopt Resolution 2017-31 accepting the petition and calling for a public hearing on Monday, August 14, 2017 to consider the vacation of a portion of drainage and utility easements over and across Lot 1, Block 1, Monticello Big Lake Community Hospital District Campus Second Addition. 2. Motion to not call for a public hearing at this time on the vacation request. C. STAFF RECOMMENDATION: City staff recommends Alternative #1. D. SUPPORTING DATA: A. Resolution 2017-31 B. Petition for Vacation C. Easement Vacation Easement Descriptions D. Easement Vacation & Improvements Illustration CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2017-31 RESOLUTION CALLING FOR A PUBLIC HEARING ON VACATING A PORTION OF DRAINAGE AND UTILITY EASEMENTS FOR LOT 1, BLOCK 1, MONTICELLO BIG LAKE COMMUNITY HOSPITAL DISTRICT CAMPUS SECOND ADDITION WHEREAS, pursuant to Minnesota Statutes Section 4152.851, after two (2) weeks published and posted notice of the hearing and after mailing written notice of the hearing at least ten (10) days before a hearing to each property owner affected by the proposed vacation; and WHEREAS, a public hearing on the vacation of the Drainage and Utility Easements for Lot 1, Block 1, Monticello Big Lake Community Hospital District Campus Second Addition will be on Monday, August 14, 2017 at 6:30 PM at the Monticello City Hall: Legal Description for Vacation of Drainage and Utility Easement - Canopy: Commencing at the most easterly corner of said Lot 1; thence South 31 degrees 20 minutes 43 seconds West, assumed bearing, along the easterly line of said Lot 1, a distance of 332.96 feet; thence North 59 degrees 09 minutes 17 seconds West, a distance of 391.00 feet, to the point of beginning; thence continuing North 59 degrees 09 minutes 17 seconds West, a distance of 75.74 feet, thence South 16 degrees 00 minutes 49 seconds West, a distance of 12.67 feet; thence South 55 degrees 44 minutes 55 seconds East, a distance of 66.34 feet; thence North 52 degrees 00 minutes 40 seconds East, a distance of 17.36 feet to the point of beginning. Legal Description for Vacation of Drainage and Utility Easement — Ambulance Garage: Commencing at the most easterly corner of said Lot 1; thence South 31 degrees 20 minutes 43 seconds West, assumed bearing, along the easterly line of said Lot 1, a distance of 332.96 feet; thence North 59 degrees 09 minutes 17 seconds West, a distance of 262.02 feet, to the point of beginning; thence continuing North 59 degrees 09 minutes 17 seconds West, a distance of 51.34 feet, thence South 31 degrees 14 minutes 58 seconds West, a distance of 34.23 feet; thence South 58 degrees 46 minutes 40 seconds East, a distance of 51.33 feet; thence North 31 degrees 15 minutes 13 seconds East, a distance of 34.57 to the point of beginning. NOW THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF MONTICELLO, MINNESOTA: 1. The Council will consider the vacation of such easements and a public hearing shall be held on such proposed vacation on the 14th day of August, 2017, before the City Council in the Council Chambers located at the Monticello Community Center at 6:30 p.m. 2. The City Clerk is hereby directed to give published, posted, and mailed notice of such hearing as required by law. ADOPTED BYthe City Council of Monticello, Minnesota this I 01 day of July, 2017. ATTEST: CITY OF MONTICELLO Jeff O'Neill, City Administrator Brian Stumpf, Mayor June 28, 2017 TO: Community Development Director City of Monticello To Whom it may Concern: Monticello -Big Lake Community Hospital District, fee title property owner of the property located at 1013 Hart Boulevard, Monticello, Minnesota 55362, petitions on behalf of itself and on behalf of CentraCare Health -Monticello for the vacation of the access easements lying over and across part of Lot 1, Block 1, Monticello Big Lake, according to the plat thereof, Wright County, Minnesota, legally described as follows: Parcel A: That part of Lot 1, Block 1, MONTICELLO BIG LAKE COMMUNITY HOSPITAL DISTRICT CAMPUS SECOND ADDITION, according to the recorded plat thereof, Wright County, Minnesota described as follows: Commencing at the most easterly corner of said Lot 1; thence South 31 degrees 20 minutes 43 seconds West, assumed bearing, along the easterly line of said Lot 1, a distance of 332.96 feet; thence North 59 degrees 09 minutes 17 seconds West, a distance of 262.02 feet, to the point of beginning; thence continuing North 59 degrees 09 minutes 17 seconds West, a distance of 51.34 feet, thence South 31 degrees 14 minutes 58 seconds West, a distance of 34.23 feet; thence South 58 degrees 46 minutes 40 seconds East, a distance of 51.33 feet; thence North 31 degrees 15 minutes 13 seconds East, a distance of 34.57 to the point of beginning. Parcel B: That part of Lot 1, Block 1, MONTICELLO BIG LAKE COMMUNITY HOSPITAL DISTRICT CAMPUS SECOND ADDITION, according to the recorded plat thereof, Wright County, Minnesota described as follows: Commencing at the most easterly corner of said Lot 1; thence South 31 degrees 20 minutes 43 seconds West, assumed bearing, along the easterly line of said Lot 1, a distance of 332.96 feet; thence North 59 degrees 09 minutes 17 seconds West, a distance of 391.00 feet, to the point of beginning; thence continuing North 59 degrees 09 minutes 17 seconds West, a distance of 75.74 feet, thence South 16 degrees 00 minutes 49 seconds West, a distance of 12.67 feet; thence South 55 degrees 44 minutes 55 seconds East, a distance of 66.34 feet; thence North 52 degrees 00 minutes 40 seconds East, a distance of 17.36 feet to the point of beginning MONTICELLO-BI LAKE COMMUNITY HOSP AL DISTRICT the Pro er O er B Y Stlfelly Johnson, Chair PROPOSED EASEMENT DESCRIPTION: An easement lying over, under and across that part of Lot 1, Block 1, MONTICELLO BIG LAKE COMMUNITY HOSPITAL DISTRICT CAMPUS SECOND ADDITION, according to the recorded plat thereof, Wright County, Minnesota described as follows: Commencing at the most easterly corner of said Lot 1; thence South 31 degrees 20 minutes 43 seconds West, assumed bearing, along the easterly line of said Lot 1, a distance of 332.96 feet; thence North 59 degrees 09 minutes 17 seconds West, a distance of 391.00 feet, to the point of beginning; thence continuing North 59 degrees 09 minutes 17 seconds West, a distance of 75.74 feet, thence South 16 degrees 00 minutes 49 seconds West, a distance of 12.67 feet; thence South 55 degrees 44 minutes 55 seconds East, a distance of 66.34 feet; thence North 52 degrees 00 minutes 40 seconds East, a distance of 17.36 feet to the point of beginning. Said easement contains ±1,012 Sq. Ft. PROPOSED EASEMENT DESCRIPTION: An easement lying over, under and across that part of Lot 1, Block 1, MONTICELLO BIG LAKE COMMUNITY HOSPITAL DISTRICT CAMPUS SECOND ADDITION, according to the recorded plat thereof, Wright County, Minnesota described as follows: Commencing at the most easterly corner of said Lot 1; thence South 31 degrees 20 minutes 43 seconds West, assumed bearing, along the easterly line of said Lot 1, a distance of 332.96 feet; thence North 59 degrees 09 minutes 17 seconds West, a distance of 262.02 feet, to the point of beginning; thence continuing North 59 degrees 09 minutes 17 seconds West, a distance of 51.34 feet, thence South 31 degrees 14 minutes 58 seconds West, a distance of 34.23 feet; thence South 58 degrees 46 minutes 40 seconds East, a distance of 51.33 feet; thence North 31 degrees 15 minutes 13 seconds East, a distance of 34.57 to the point of beginning. Said easement contains ±1,766 Sq. Ft. K) 2017 Westwood Professional Services, Inc. 1 1 � I \ 1 1 MOST EASTERLY - - / CORNER OF LOT 1 / A (/)A i=i/,r-1 l /1 '�//� l A /t -r- "I -)A AA A, �A It=\/ i i/'l,^,r�/TA l rel^T� ///�T /N A A Affil I^ ^r_-/N/lA //"\ /A �r\/T//lA l VI UIV l lvL_L. L.0 L,IV L./-�/\L_ vUIVIIVI UI VI l l T1U..:� l //-�L. Ul._: l I \lv I v/-1/Vl i� U..: ..: L_vl./I VL/ //-ILJL/1I /1..// V I /1 T 4 L.IJ l / — DRAINAGEAND UTILITYEA �II PREPARED FOR: DESIGNED: CHECKED: DRAWN: FIELD CREW: FIELD WORK DATE: CentraCare St. Cloud, MN X01 DRAINAGEAND U77LITYEASEMENT \Illy/ / I / Monticello CentraCare Addition Monticello, MN /R \ \ — EASTERLY LINE OFLOT1 Westwood Call 48 Hours before digging: 811 or call811.com Common Ground Alliance PROPOSED EASEMENT DESCRIPTION. An easement lying over, under and across that part of Lot 1, Block 1, MONTICELLO BIG LAKE COMMUNITY HOSPITAL DISTRICT CAMPUS SECOND ADDITION, according to the recorded plat thereof, Wright County, Minnesota described as follows. Commencing at the most easterly corner of said Lot 1; thence South 31 degrees 20 minutes 43 seconds West, assumed bearing, along the easterly line of said Lot 1, a distance of 332.96 feet; thence North 59 degrees 09 minutes 17 seconds West, a distance of 262.02 feet, to the point of beginning; thence continuing North 59 degrees 09 minutes 17 seconds West, a distance of 51.34 feet, thence South 31 degrees 14 minutes 58 seconds West, a distance of 34.23 feet; thence South 58 degrees 46 minutes 40 seconds East, a distance of 51.33 feet; thence North 31 degrees 15 minutes 13 seconds East, a distance of 34.57 to the point of beginning. Said easement contains ±1,766 Sq. Ft. Phone (320) 253-9495 3701 12th Street North, Suite 206 Fax (320) 358-2001 St. Cloud, MN 56303 Toll Free (800) 270-9495 westwoodpmom Nhatwood ProFAmlonel SeNlces, Inc. 1 009 0' 50, 100' MPROPOSED EASEMENT AREA Sketch and Description for Ambulance Garage 0008615SKF05 SHEET NUMBER: 1 OF 1 DATE: 06/28/17 CD V) CD O O 0 G F - Co X w r) 0 0 0 00 C) O O O I © 2017 Westwood Professional Services, Inc. 1 11 A A/)A/T//+r-///I//l / A/`ter- /l/IA AA A//A//T\/ ///I^��/TA/ r1/^TLS//�T l+AAI')./�---r-/�/IA Irk Art r1/T//IA/ 1 MOSTEASTERLY-- IVII/lvIlvL-L.L.I/ L,/U L.r1n L- vllivimVIV// / r7L/—'.l//-i L. LJI..J//\lv/ vi-vvl.` V..?—'L-vvlVLJ /-�LJLJ///vlv ) 00, 0 6' F a T \ �a'9 EXISTING BUILDING CORNER OF LOT 1 DRAINAGEAND L/77LITY EASEMENT -EASTERLYLINE / OFLOT1 PREPARED FOR: DESIGNED: CHECKED: TTS DRAWN: TWB CentraCare FIELD CREW: FIELD WORK DATE: St. Cloud, MN Monticello CentraCare Addition Monticello, MN Call 48 Hours before digging: 811 or call811.com Common Ground Alliance PROPOSED EASEMENT DESCRIPTION. An easement lying over, under and across that part of Lot 1, Block 1, MONTICELLO BIG LAKE COMMUNITY HOSPITAL DISTRICT CAMPUS SECOND ADDITION, according to the recorded plat thereof, Wright County, Minnesota described as follows. Commencing at the most easterly corner of said Lot 1; thence South 31 degrees 20 minutes 43 seconds West, assumed bearing, along the easterly line of said Lot 1, a distance of 332.96 feet; thence North 59 degrees 09 minutes 17 seconds West, a distance of 391.00 feet, to the point of beginning, thence continuing North 59 degrees 09 minutes 17 seconds West, a distance of 75.74 feet, thence South 16 degrees 00 minutes 49 seconds West, a distance of 12.67 feet; thence South 55 degrees 44 minutes 55 seconds East, a distance of 66.34 feet; thence North 52 degrees 00 minutes 40 seconds East, a distance of 17.36 feet to the point of beginning. Said easement contains ±1,012 Sq. Ft. Phone (320) 253-9495 3701 12th Street North, Suite 206 Fax (320) 358-2001 St. Cloud, MN 56303 Toll Free (800) 270-9495 westwoodpmom VAntwood Profesdonel Services, Inc. 0' 60' 120' MPROPOSED EASEMENT AREA Sketch and Description for Canopy 0008615SKF06 SHEET NUMBER: 1 OF 1 DATE: 06/28/17 vrrit,.la, ri.ei 1 MONTTCELLO BIG LAKE COMMUNITY HOSPITAL DISTRICT CAMPUS SECOND ADDITION DRAINAGE AND UTILITY EASEMENTS ARE SHOWN AS THUS: TiL •� 'y. `- ` . ,� • • BEINC 6 FEET IN WIDTH AND ADJOINING NORTH LOT LINES AND BEING 12 FEET IN WIDTH .• AND ADJOINING PLAT BOUNDARY LINES •, ❑ 60 120 AND RICHE WAY LINES, UNLESS SH OTHERWISE SHOWN. SCALE IN FEET `• • ' / - $ , 2., Ci C.BRG. DENOTES CHORD BEARING '��$• • DENOTES 1/2 INCH IRON PIPE MONUMENT FOUND p�xo-ss'i r" o=zo•ss'r i" g2 sg f R=201.50 R=3d 1.50 r _ O DENOTES 1/2 INCH BY U INCH IRON PIPE SET AND 85.'y8 . },'�.;.d� MARKED BY LICENSE N0. 44647, UNLESS NOTED OTHERWISE / L� •( - _ ® DENOTES 1/2 INCH BY14 INCH IRON PIPE TO BE SET 2 WITHIN ONE YEAR OF RECORDING OF THIS PLAT AND ,o$ _ MARKED BY LICENSE NUMBER 44647 m �• S>x� 00 F.K.A. DENOTES 'FORMERLY KNOWN AS' (M) DENOTES MEASURED DISTANCE - 11. `�, •j �M1 (D) DENOTES RECORDED DEED DISTANCE THE MOST SOUTHEASTERLY LINE OF LOT 1, BOCK 2, y - 1 MONTICELLO BIG LAKE COMMUNITY DISTRICT CAMPUS IS ASSUMED TO BEAR SOUTH 31 DEGREES 19 MINUTES 16 LY+ .: 11 11•••;•• `� SECONDS WEST. <. � � .r ly�'�1'1l �"• 8� ;_, it � ``4 WN Z LL uni V 1` _ <, .� ltl;-Rtri _ e� J ? AN moo l ,. = w a 1 .1 41 BLOCK 1 '{� .yti X117 s �_ \� \ b$ a\ a / -. , < 1 c V _ � Lu N a T` C`r _ V ggSl�EUl %5.49'07'41 "6 f24.43 Lt- 4•t• � _ `�� 7'7}1. • ,� y'f,fy- s,•: "_ " • • � r � ��. �.•y m _`. 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Consideration of a request to approve amendment to Conditional Use Permit for Final Stage Planned Unit Development for entrance and building additions in a B-2 (Limited Business) District and Encroachment Agreement for building entrance. Applicant: Lemke, Lenore — CentraCare Health Monticello (AS) Property: Legal: Lot 1, Block 1 Monticello Big Lake Community Hospital District Campus Address: 1013 Hart Boulevard PID: 155-208-001010 Planning Case Number: 2017-015 A. REFERENCE & BACKGROUND The applicant received Development Stage PUD approval on June 12th, 2017. The applicant has provided Final Stage PUD plans to meet the conditions of approval assigned with the Development Stage PUD approval as follows. 1. Verify materials for exposed wall on east side of the MRI facility. Materials shall be consistent and compatible with the other materials proposed. The applicant has provided a revised building elevations plan with provides materials information for the exposed wall on east side of the MRI facility. The materials are consistent and compatible with the other materials proposed. 2. Revise landscaping plan to meet requirements for island delineator plantings. The applicant has prepared a revised landscaping plan which meet requirements for island delineator plantings as specified by code. 3. Applicant shall provide a conceptual wall and free-standing signage plan prior to final stage approval by the City Council. The applicant has provided a building signage plan, which illustrates a wall sign area of approximately 131 sf, to be installed on the top of the proposed entrance canopy. In addition, an approximately 9 sf "Emergency" sign is proposed for the south facing building wall. Both of these are well below the faced area allowance of 15% for the sign fagade on which they are proposed. No new free-standing signage or changes have been proposed. 4. Applicant shall provide a certificate of survey for building permit submittal. The applicant has provided a certificate of survey for the project area. The survey illustrates a conflict with drainage and utility easements on the site for a portion of the canopy and for the ambulance garage. City Council Agenda — 07/10/2017 The eastern -most of the canopy pillars will be set just over the north line of the drainage and utility easement in the project area. In addition, the ambulance garage is proposed fully within a drainage and utility easement. The drainage and utility easements in these locations exist in the same location as the prior right of way, which was previously vacated. The City retained a drainage and utility easement over the entire area of the vacated roadway. For the canopy pillar, City staff recommends the approval of an encroachment agreement, which will allow the construction of the canopy to proceed while a formal vacation is considered for that area. The City Engineer has verified that the drainage and utility easement in this area may be vacated as there are no public utilities in that area. The petition for vacation is the subject of a separate Council item on this agenda. The encroachment agreement for the canopy is included with this item. In the case of the ambulance garage, the City will need to maintain a portion of the drainage and utility easement for a public watermain in the area. The drainage and utility easement to be maintained lies 20' on either side of the watermain, which is outside the building limits of the ambulance garage. In addition, the City will need to research underlying fee title ownership of the area to be vacated. The petition for vacation of the easement areas is described in a separate Council item on this agenda. 5. Provide specification detail for lighting fixtures to demonstrate compliance with Chapter 4, Section 4 of the Monticello Zoning Ordinance. The applicant has provided lighting specification detail and has verified that all poles are existing. 6. Applicant shall enter into an amendment to development agreement as may be required for the proposed amendment. A draft amendment to development agreement has been prepared and supplied to the applicant. The development agreement will be required to be executed and recording prior to building permit for the proposed PUD improvements. 7. Comments of other City Staff, including those within the City Engineer's letter dated May 31, 2017. The applicant's revised plans and comment response have met the comments of the City Engineer. B. ALTERNATIVE ACTIONS: Decision 1: Final Stage Planned Unit Development 2 City Council Agenda — 07/10/2017 1. Motion to approve the amendment to Conditional Use Permit for Development Stage Planned Unit Development for CentraCare Health Monticello, contingent on compliance with the findings in Resolution #2017- OXX and those conditions specified in Exhibit Z. 2. Motion to deny amendment to Conditional Use Permit for Development Stage Planned Unit Development for CentraCare Health Monticello, based on findings to be made by the City Council. 3. Motion to table action on the request, pending additional information as identified by the City Council. Decision 2: Encroachment Agreement 1. Motion to approve the encroachment agreement for entrance canopy and drive area for CentraCare Health Monticello. 2. Motion to deny the encroachment agreement for entrance canopy and drive area for CentraCare Health Monticello, based on findings to be made by the City Council. C. STAFF RECOMMENDATION Staff recommends approval of Final Stage PUD for the amendment to Conditional Use Permit for Planned Unit Development. The proposed uses are consistent with those associated with a Medical/Clinic and the establishment of the PUD for the hospital campus. Subject to compliance with the conditions in Exhibit Z, the plans meet the requirements of the code and reflect consistency with the goals for PUD. D. SUPPORTING DATA A. Resolution # 2017-36 B. Aerial Image, Subject Site C. Project Narrative D. Final Stage Plan Set, including: a. Title Sheet b. Floor Plan, Overall c. Floor Plan, Garage and MRI d. Colored Elevations e. Removal Plan f. Site Plan g. Utility Plan h. Grading Plan i. Erosion Control Plan j. Landscape Plan k. Details 3 City Council Agenda — 07/10/2017 1. Photometrics m. Canopy Remodel Plan n. Site Survey o. Lighting Detail E. City Engineer's Letter, dated May 31, 2017 F. Response Comments G. Encroachment Agreement H. Draft Amendment to Development Agreement Z. Conditions of Approval EXHIBIT Z Amendment to Conditional Use Permit for PUD Lot 1, Block 1, Monticello Big Lake Hospital District Campus. 1. Applicant shall enter into a development agreement relating to the proposed improvements for the amendment to Conditional Use Permit for Planned Unit Development. 2. Resolution of items related to the petitioned vacation of drainage and utility easement areas for the proposed project improvements. L! CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2017-36 APPROVAL OF AN AMENDMENT TO CONDITIONAL USE PERMIT FOR PLANNED UNIT DEVELOPMENT FOR LOT 1, BLOCK 1, MONTICELLO BIG LAKE HOSPITAL DISTRICT CAMPUS SECOND ADDITION WHEREAS, the applicant has submitted a request for amendment to an existing Conditional Use Permit for Planned Unit Development for 1013 Hart Boulevard, legally described as Lot 1, Block 1, Monticello Big Lake Hospital District Campus Second Addition; and WHEREAS, the applicant concurrently proposes to expand the medical and clinic uses and related accessory uses on the site; and WHEREAS, the site is guided for institutional uses under the label "Places for Community" in the City's Comprehensive Plan; and WHEREAS, the proposed amendment to CUP for PUD is consistent with the long- term use and development of the property for institutional uses; and WHEREAS, the Planning Commission held a public hearing on June 6th, 2017 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 City Council of the City of Monticello has previously approved the Development Stage plans for the proposed amendment to Conditional Use Permit for Planned Unit Development; and WHEREAS, the City Council of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval as follows; and 1. The PUD provides an appropriate means of furthering the intent of the Comprehensive Plan for the site. 2. The use of the site for an expansion of Medical/Clinic Uses and related accessory uses is consistent with the direction of the Comprehensive Plan for "Places for Community". 3. The plan for the hospital district campus expansion as proposed through PUD, results in a project that more closely achieves the goals and objectives of the Comprehensive Plan than would the application of the standard zoning regulations. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2017-36 4. The plan results in development that is compatible and consistent with the existing surrounding land uses in the area. 5. The improvements proposed for the site under the Development Stage and Final Stage PUD are consistent with the intent of the zoning ordinance. 7. The PUD flexibility for the project, including site access and parking, building materials, display, and signage, are consistent with the intent of the City's economic development objectives, as well as with the intent of the PUD zoning regulations. NOW THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF MONTICELLO, MINNESOTA: that an amendment to Planned Unit Development for Lot 1, Block 1, Monticello Big Lake Hospital District Campus Second Addition is approved subject to the Final Stage Planned Unit Development plans as reviewed on July 10th, 2017, subject to the following conditions: 1. Applicant shall enter into a development agreement relating to the proposed improvements for the amendment to Conditional Use Permit for Planned Unit Development. 2. Resolution of items related to the petitioned vacation of drainage and utility easement areas for the proposed project improvements. ADOPTED BY the City Council of Monticello, Minnesota this 12th day of July, 2017. ATTEST: CITY OF MONTICELLO Jeff O'Neill, City Administrator Brian Stumpf, Mayor K CentraCare Health Monticello - Request for Conditional Use Permit for Dvlpmt. and Final Stage PUD Lt 1, Blk 1 Monticello Big Lake Community Hospital District Campus 1155-208-001010 11013 Hart Blvd 4 Y 1 map dry+.7 r �� FRRIfTpRlq� RD J --- // 1 W r 7 Z R5 ft Created by: City of Monticello r M- April 24, 2017 A R C H I T E C T S Angela Schuman Community Development Director City of Monticello 505 Walnut Street Monticello, MN 55362 Re: CentraCare Health Monticello - PUD Narrative Dear Angela: As part of our ongoing commitment to provide excellent care to the people of this service area, CentraCare Health Monticello is planning additional improvements to our hospital. The Phase One project will include the redesign of the main hospital and emergency department entrance. The goals are to make room for additional vehicles as they drop-off and pick-up patients and visitors under a protected area from the weather with the new canopy layout. The new entrance vestibule will provide for wide automatic sliding doors for easier access. The new design will open the look of the main entry and make it easier to find when entering the hospital site. There will be new signage on the new canopy and along the face of the existing hospital, but the layout and design has yet to be determined. We are looking for the City of Monticello to provide some flexibility with the final design of all the signage. A signage package will be submitted at a later date. The intent of the new signage will be to provide clear wayfinding as a patient and/or visitor enters the site and the new front entrance for the hospital and emergency department. The public has been asked to change their pattern of entry to the existing building more than once so we will be clear with the new signage so people get to the right place the first time. Internally the organization will be redesigning the lobby to accommodate both inpatient and emergency registration areas and lobbies along with additional seating. The very popular gift shop will be refreshed with some additional space and a more open feel. This Phase One project will start in late July and be completed in Mid -November 2017. The Phase Two project will include creating a new ambulance garage that features a drive through design. This will save precious time rather than having the ambulances back -in to the garage which is their current practice. The timing of this phase has yet to be finalized but we expect it to follow as closely as possible behind the canopy and entrance phase, hopefully no later than spring of 2018. Internally the existing ambulance garage will be made a part of the remodeled emergency department so that rooms can be expanded, provide for designated behavioral health rooms, allow more privacy as it relates to the patient's experience, and expand an efficient work areas so flow can be maintained. This phase will begin after all exterior work is complete. The Phase Two project will also include the exterior work for an addition to the building. The new addition will house the Magnetic Resonance Imaging (MRI). This building addition will allow the hospital to provide the latest imaging technology. Our physicians will have better diagnostic tools to better serve the patients of this community. We look forward to continuing our collaborative relationship in making Monticello a great place to live and work. cc: File G:\12571\17049\05 Approvals\01 City\2017-04-24 CCH Monticello PUD NarrativeR.docx POPE ARCHITECTS, INC. 1295 BANDANA BOULEVARD N, SUITE 200 www.popearch.com ST. PAUL, MN 55108-2735 (651)642-9200 1 FAX (6511 642-1101 CENTRACARE HEALTH MONT SHEET INDEX SHEET NUMBER SHEET NAME GENERAL A0.1 TITLE SHEET ARCHITECTURAL A2.0 OVERALL FLOOR PLAN A3.0 EXTERIOR ELEVATIONS AND PERSPECTIVES CIVIL 1 OF 8 REMOVAL PLAN 2 OF 8 SITE PLAN 3 OF 8 UTILITY PLAN 4 OF 8 GRADING PLAN 5 OF 8 EROSION CONTROL PLAN 6 OF 8 LANDSCAPE PLAN 7 OF 8 DETAILS 8 OF 8 DETAILS ELECTRICAL E1 SITE PLAN PHOTOMETRICS LL C PUS PL • • • P.U.D. CITY SUBMI I I AL SET 1013 HART BLVD, MONTICELLO, MN 55362 [HV NORTH CELLO PROJECT DIRECTORY OWNER CENTRACARE HEALTH 1107 HART BLVD MONTICELLO, MN 55362 PHONE: (320) 251-2700 ext: 58470 CONTACT: LENORE LEMKE STRUCTURAL CLARK ENGINEERING CORPORATION 621 LILAC D R. N. MINNEAPOLIS, MN 55422 PHONE: (763) 545-9196 CONTACT: CORY CASPERSON GENERAL CONTRACTOR MCGOUGH CONSTRUCTION 2737 FAIRVIEW AVE N ST. PAUL, MN 55113 PHONE: (651) 634-7747 CONTACT: BRAD SMITH ARCHITECT POPE ARCHITECTS 1295 BANDANA BLVD. N. / SUITE 200 ST. PAUL, MN 55108 PHONE: (651) 642-9200 CONTACT: DENTON MACK MECH./ ELEC. (OWNER CONSULTANT) DUNHAM 50 S. SIXTH ST. / SUITE 1100 MINNEAPOLIS, MN 55402 PHONE: (612) 465-7550 CONTACT: KURT THEN (MECH) WILL EVANS (ELEC) VICINITY MAP Iarsn ti a � 205111 Ave NW 9 } Slfjx�. ❑ ❑ .a c 3 rp ra co W I. + 2 ri {4 z 131g LRkf� I0 r Eli] Y r• 3 dip � r ---1 U13 HAIL I BLVU. MONTICELLO, MN NORTH POPE ARCHITECTS, INC. 1295 BANDANA BLVD N, SUITE 200 ST. PAUL, M N 55108-2735 (651) 642-9200 1 FAX (651) 642-1101 www.popearch.com CENTRACARE Health onticedo CENTRA CARE HEALTH REMODEL 1013 Hart Boulevard, Monticello, MN 55362 TITLE SHEET ssues and Revisions, Commission No: 12571-17049 Drawn bv, MB Checked DM SHEET TRUE SHEET SCALE C:\Revit Ph2)1&'WT6tft$1(3grAWareMonticello_PHASES_R16_CENTRAL_czechstone@yahoo.cori.r EXISTING NURSING HOME (NO WORK) ■ LIMITS OF CONSTRUCTION CORAID R 1?3 ISI ( 1 IMAGING I II WAITING tf ED WAITING 101C L I 101B ❑ ❑ O PHASE ONE "LOBBY" 1:1 � li C VOLUNTEER LOBBY DESK 101 101A �i D u � I IWI U ■ f LIMITS OF CONSTRUCTION Ell I' • ��■ - Thi • • • W// • AL(:UVt 107E L 111 ❑ HSKP 104 o •Cn - � "`-' -_ rte' I EllI • � LANDSCAPE AREA 1101� 00 FIRST FLOOR A2.0 1/811 _ 1 1-011 GIFT SHC 102 PLAN - EMERGEN CY DEPARTMENT & LOBBY 1 1 1 IL 1� lb 11 IL LIF —L Ti y U LIMITS OF CONSTRUCTI ° \ ' tu 1 X 11, .� I \ ---- ----- ---- 1 I—----� J----� J --- I_ ■�—� JTJ 11 ily PHASE TWOF=� "E%IERI-EN(3)" D�P�RTMENT" I i P7 M F C1 t �IV��c F- CJ EXISTING CLINIC (NO WORK) POPE ARCHITECTS, INC. 1295 BANDANA BLVD N, SUITE 200 ST. PAUL, VIN 55108-2735 (651) 642-9200 1 FAX (651) 642-1101 www.popearch.com CENTRACARE Health onticei CENTRA CARE HEALTH REMODEL 1013 Hart Boulevard, Monticello, MN 55362 LOBB LOBBY MAIN LEVEL KEY PLAN OVERALL FROOR PLAN ssues and Reu;sons: CITY SUBMITTAL 4/24/2017 Commission No: 12571-17049 Drawn bv- MB Checked DM A2 SHEET 0 TRUE SHEET SCALE C:\Revit Wk2j�2Eb`f,�BD 39_2t?eAt�Care Mo nticel lo_P HAS ES_R 16_CENTRAL_czechstone@yahoo.con. i a CORRIDOR 195ED EXIT PASSAGE 163E U ;FE EXIT CA PASSAGE 163EA r 6-4112" LJ I 0 0 � 174E.1 -j- �.J• � • � • • � LIMITS OF CONSTRUCTIONS • • 175E.1 Izi CORRIDOR 195E • � • I • • • • LIMITS OF CONSTRUCTION I / � ALIGN ALIGN � ALIGN 176E.1 -T7 177E.1 178E.1 L 172ED.1 Lo L EQUIPMENT TOILET STORAGE 177EA \ \ I 185E I�. �. \ 177�A 9 N I EXAM \ CARDIAC j (ISOLATION /��, + EXAM Iv Iv Iv RM X12 10 i 178E 185E EXAM EXAM 40 ) OB EXAM B -A8. � 0 STAND 174E STAND 175E EQ STAND 176E 177E _ - - I r O 30 WALL WALL WALL r TT---- -T� TT -----TT TT -----TT TT----- 16T 11 I TT-----�� MOUNTED_ MOUNTED_ MOUNTED_ WALL I I I TV I I TV I I TV I 1 M UNTED 1 1 1 20 ��----�� (NIC) �1-----�� (NIC) ��-----�� (NIC) 1 L--- 13 BA8. 15 n/ -i--- a_ �1----- I I 4'-3 3/4" J I Isolation 17 19 L 14 L Ultrasound = L Carts J B A8 ]u 7u Du �I L ---J Go 18 LIGHT FOR EXAM 'downtime 11'-4114" 11'-5112" - 11'-5112" F �;� r - - - -F-61/41' 12'-8114" t tar. it _ Cart r o -T L ALCOVE T T 174E.2 x 175E.2 176E.2 177E.2 172EE 178E.2 172EC I 1HRWALL______ gadder Bedside I I I I EKG II Cast Isolation) Scanner Monitor Carts I I I I I Supplies I I I I I I � r PRINT � I I I I I COPY I I I I I I FAX JI I I I I I I r - - - - - - - - - I I I I I I I I I I I I SUPPLY I I 1 - STOFI AGE I I I Stocking I I 1 E 1 I Supply I I I I L J I - I I F _ _ -1 I Blanket r Warmer _ _ _ _ I rmer NEW COLUMN FOR 1 2 1 Peds/Standing I BLANKET TRANSFER BEAM Sided 1 1 Infant Weigh WARMER L__ J L Scale _ JLJ Scale (NIC) I 173E.2 j 17'4" ACCESSIBLE FROM 158 / OUTSIDE I 'u! l L Q6D II 1170E.1 I � I 11'-8112" EXAM L 68E 169E O MOUNTED � UNTED I ? T I _M MOUNTED - TV I I I I Tv I I ru (NIC) L L - - - - - L (NIC) - - - - - (NIC) C 4 Iv � IV� STAND 1 3 STAND B -A8. V HALLWAY o 172EC U') toCR1 42" H 5-01 /4" t i I I -E-11 � I 184E.1 _ W I � I I 195E 6-10" IId Lim / \ / 186E.1 A 3'-0'\\ J/ \ o t O EQ EQ t 0 +l_ 1I/All t LH7 7 ' lV + I clAirway F I IUCart L I x2 IL___J� GAS/POWER -40 + N I� Iv 1 IJ 184E.2 STAND I LIGHT ® r C S4- L- r - - r r 7 I 179E.1 �L 181E �� i 1'-9 314 26 o COPY L J - - - - - i - - - W F - - - , I Adult 1 ,16< B -A8. L L FAX J LABEL �� I 1 Crash I PRINTER I SOILED Peds o HALLWAY F- - -1 1 Cart 1 N - OMNI 1 HOLD Crash 1 1 1 X3 1 13 15 c., 172ED Hugger B -A8. I MACHINE 1 F- -1 181E L_J L___J STAFF I 1 1 �~ 2114" WORK I I 1 Soiled 1 1 1 �� 14 172E I i L Linen J L___ J O M Blanket HALLWAY I 1 t � 1 Warmer 1 ■ 187E C/ O M L J L J Sided I -v _ _ Clean - - , �� C,., - " J II II T , MEDS I Linen I r- - N - - - - - - - - - - - -- II II I I 179EI _ _ Exchange - - Glide �0 31 F- -1 1' 8112 5'-41/2" II II I PRIVATE AREA FOR 1 11 L I Sq°Pe A8.3 I Hugger I i 1 II II D L_ j L_ J OFFICE/ II II I PROVIDER I 25 Ozst CONSULT ■ II II I I A8.3 w c 24190E SYSTEMS I ENCLEAN ' o- T TRAUMA - - - -1 1 Adult 1 T o 0 II II I I STORAGE _ 1 Crash 1 17 p I FURNITURE BY I 180E r - , - T 21 B -A8. 23 Cart T q II I OTHERS n ICE 10 _ 1 1 x3 1 EXTERIOR WALL INFILL I 1 1 -' 33 L - - _J II II I I � I MAC�iINE 1 N I 22 183E.2 - B -As. 518" GYP BD IIV I _ _ _ L __ J _ row04 L - J �F STAND 1 / \ LIGHT 191E2112" METAL STUD FURRI�IJ T 180E tl 183E.1 S z 8"CMU 24'-2 3/4" 9' O 8'-11" 2'-81/4" 5'-0114" 8'-41/2" AIR/ WEATHER BARRIER 1 IJ 1 CR1 Ali * F -f - - - - - 2" INSULATION N window w/GAS/POWER I I EXAM Ed 2" AIR SPACE HALLWAY integrated �-` r -1 � 6'-3 314" t 1 I TABLE Ed - 4" BRICK 158 32 � blinds ICII A8 �+ / - - - I Airway GIJRNEYS tC17 TelestrokeIC MM/1 FB.1 - o EQ o 1Ea _ _ J L 6, ALIGN / o I--6 Ic ALCO LQ F --�- -- �/ 172E ° o 9 I 7 r 1 EXAM • TABLE 1EO _ 11'-8112" 11'-8112" 5'-6114" _ _ 'T7 MH EXAM 1EO �/ F, s. I ENCLOSED 171 FB 10114" I IA/Q/Q/Q/Q/Q/Q/Q/� 1 -J ------L 0 EXAM MH EXAM L II WALL I REF - OVERHEAD I MOUNTED 182E 1 170E 171E WALL � � OVERHEAD (NIC) I OE COILING DOOR MOUNTED___1 I1 Tv COILING DOOR T T Tv TOILET 11 (NIC) _ - - - - BENCH T F I ---- 8 I F ----- -1 (NIC) _ _171 EA 7T T- STAFF I B_A8 4 1 I I ENCLOSED L 1 1 I BREAK o 6 I 11 LL----- L I-----L� %12---�� ROOM C _ EA.2 182E 1& E.1 CD CLEAN ZONE 17 C 8 101/4" ,0 13 11 30 FE 1 I I I 1 - - L J 1 1 IV B -A8. Radiation 5 \` � ii � J CAB 7 1 I STAND B -A8. 171 EA.1 � 7 � 9/ / 10 27 29 - -1 11 - - - - - J LL � 2 LL LL � � I r - , 0 - 2 -HANGING 18 6 CR1 28 0 I I 1 Chem/ I A3.1 NEW COLUMN FOR N Q a) I 1 Decon I FOLDING CHAIR tL E m I II TRANSFER BEAM o � o o ll I SEE STRUCTURAL _ L FB.2 N r E M 1 DECONT%L1M J ( ) r` '`1�=s�n-A A- SHC-1, REFER CR1 ' HR -2 CR1 E , �$ TO B -A10.1 168E.2 � I L 171 E.2 u M - - +/-17'-61/2" �'-1n'�Id" 2 8" CMU W/ METAL STUD CR1 42'-8 3/4" FURRING & GYP. BD. SLOPE SHOWER HEAD �(1 A5.3 O x 114"/FT (TYP) �- 9 HALLWAY 2 w _� _� � 163EA.2 167 ----- -- ----- ---- ---- - ---- ---- ---------------- - I HALLWAY � o 167EA �- � Uj NEW COLUMN FOR EXISTING 6" OVERFLOW 167EA.1 9� _ I HOUSE BIB C I TOLU RAGE ELECTRICAL I �i I TRANSFER BEAM DOWNSPOUT W/ r w w L I 167EB 167EC 167ED 00 Wao (SEE STRUCTURAL.) INSULATION /) STORAGE S _ � �I Disaster 1 GR1 °, d - ° - NEW CONCRETE STOOP r -- - - - - ,r- �F---------- - - - - - I r-Atrmate- r 6' 1 '' - 11 02 11 Radiation I I Papr I1 Disaster 11 supplies I I a 4 ' CP 1 Ebola Tank I Water Respiratory Back I 4 ° SEE STRUCTURAL I I II I Chem/ I 9 `a ° ° °_ I Storage I Containment Units I1 Boards Il I Decon I 187E;.2" Q I Misc. I 1 I L -------------JI I Tent I � 1 Decon I L J L! a I a °d, -A5, II I Supplies L J d �J f _ rp - Q a :d 4953 °d = B -A5.4 d`I Q 1 1 187E.3 _ ad , 4 a Q I IJJ ' LU LUco da ° I AMBULANCE ° d -�_ - GARAGE - -- - d- 3 B A3. D-A2 a d . PROVIDE REMOTE DOOR OPERATORS ---- -------------� @ STAFF WORK AREA 172E -°.- '� GENERAL NOTES 8 �•_ ° 1 a 1. SEE SHEET B -A2.1 FOR TYPICAL PLAN NOTES O187E.5 FLOOR PLAN NOTES ,d_ . f ° 9 1. ALL ELECTRICAL AND/0R DATA BOXES IN WALLS SHALL BE STAGGERED SO THEY ARE NOT BACK TO BACK FROM ROOM TO ROOM. SEAL ALL WALL PLATES. (TYP.) 'n ° p a 2. DENOTES COAT HOOKS 3. INTERIOR GYPSUM BOARD OF ALL EXTERIOR WALLS SHALL BE MOISTURE & MOLD RESISTANT - �--- - GYPSUM BOARD. ° ° -a -a ' 4. PROVIDE SOFT JOINT TO ALLOW FOR DIFFERENTIAL MOVEMENT BETWEEN NEW & EXISTING WALL &CEILING INTERSECTIONS. 11 I I I I 5. 0 ALL SHADED INDICATE EXISTING NOT TO BE DISTURBED (UNO). EMERGENCY DEPARTMENT FIRST FLOOR PLAN - AREA B I I 6. ALL WALL PARTITIONS TO EXTEND TO BOTTOM OF FLOOR/ ROOF DECK ABOVE. PROVIDE I � ACOUSTICAL /FIRE RATED CAULKING AS NECESSARY TO SEAL HEAD. 41/4 if = 1 1-091 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7. 2" RADIUS ON ALL OUTSIDE COUNTERTOP AND BENCH CORNERS, TYP. NORTH POPE ARCHITECTS, INC. 1295 BANDANA BLVD IN, SUITE 200 ST. PAUL, MIN 55108-2735 (651) 642-9200 1 FAX (651) 642-1101 www.popearch.com ENTMCARE Health onticedo CENTRA CARE HEALTH EMERGENCY DEPARTMENT AND ENTRANCE REMODEL 1013 Hart Boulevard, Monticello, MN 55362 B -A2.4 B -A2.5 J PHASE B KEY PLAN FIRST FLOOR ENLARGED PLAN - EMERGENCY DEPARTMENT Issuas and R2UIsions: B1 DD PRICING SET 12/16/2016 Commission No: 12571-16015B Drawn b�: MC & MB Checked #I%TK &PiIIIIIIIIIII SHEET TRUE SHEET SCALE \\matrix2\cad\12571\16015\09 Drawings\06 To &eVh42fi111901S23&1r60breMontice110 PHASES R16 archive 170321.rvt IH -I 0-I S Pd-TFA L 1,_ 11 Ei N TF- Ril A N C -4E n n I El Ll Ll Y EMERGENCY min 1110 II� E-11 E- ll� Illliiii►'ll ii�lIIIIJiiii�ii 1llidliiiiiMiiii ��IIIIINIiiii iiiiiiii 'lillll.�glli��l�glq!�1•q1�qIH�1 �I il�'ggqqqqlql��IIH 11.1:s[�1. ':gIg111�q�11N11�11 IGY L F3C)PE A R C H I T E C T S 0 2017 Westwood Professional Services, Inc. Call 48 Hours before digging: 811 or ca11811 0 Common Ground Alliance \ Removal Legend x A PROPERTY LINE SAW CUT PAVEMENT CURB & GUTTER SANITARY SEWER WATER MAIN HYDRANT STORM SEWER GAS UNDERGROUND ELECTRIC OVERHEAD ELECTRIC UNDERGROUND TELEPHONE OVERHEAD TELEPHONE TELEPHONE FIBER OPTIC CABLE TELEVISION RETAINING WALL FENCE CONCRETE BITUMINOUS BUILDING TREE LIGHT POLE TRAFFIC SIGN CONSTRUCTION BARRICADE REMOVE BITUMINOUS PAVEMENT, CURB AND GUTTER, AND CONCRETE FLAT WORK /—REMOVE— CANOPY ^ Removal Notes 1. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. 2. CONTRACTOR SHALL COORDINATE LIMITS OF REMOVALS WITH PROPOSED IMPROVEMENTS AND FIELD VERIFY CONDITION OF EXISTING APPURTENANCES TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING OR REPLACING MISCELLANEOUS ITEMS (SUCH AS FENCES, SIGNS, IRRIGATION HEADS, ETC.) THAT MAY BE DAMAGED BY CONSTRUCTION. 3. CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL MEASURES REQUIRED TO MAINTAIN SITE STABILITY PRIOR TO EXECUTING ANY SITE REMOVALS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY PROVIDERS FOR REMOVAL AND/OR RELOCATION OF EXISTING UTILITIES AFFECTED BY SITE DEVELOPMENT. ALL PERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR. DRAINAGE AND UTILITY EASEMENT !'3!!d T MITI moi\\I 01 '9T E AND CATE 5To 11( -,HT Pnl F REMOVE AND RELOCATE FIRE HYDRANT AND REMOVE 19 LF OF 6" DIP L °r ° s /s p° ,--FFE :9J6.29 1 0 WMMI 0 20' 40' 6 0' FOR PERMIT APPROVAL Westwood Westwood Professional Services, Inc. 3701 12th Street North, Suite 206 St. Cloud, MN 56303 Phone 320-253-9495 Fax 320-253-8737 Toll Free 1-800-270-9495 westwoodps.com Designed: MW Checked: BCW Drawn: lM Record Drawing by/date: Revisions: 12/16/16 — DD 04/24/17 — City Submittal 06/16/17 — City Comments I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota. Brad C Wilkening Date 06/16/17 Prepared for: tkem No. 26908 CentraCare 1013 Hart Boulevard Monticello, MN 55362 2017 Monticello Hospital Addition Monticello, MN Removal Plan Date: 06/16/17 Sheet: 1 OF 8 0008615.00RMF01.dwg .......... • SAN • • • • �.� • • • WA • • • • • • • • • WA .c • , • • • . • Sro : �► •. • GAS • • • • • • • • • • PUG • • .......... • • ♦ • • • • • POH • , •.�` • • • • TUG TOH FOP 'AA • • • • cry + ,,+ ,,+ ,,+ .,. . aI I ad PROPERTY LINE SAW CUT PAVEMENT CURB & GUTTER SANITARY SEWER WATER MAIN HYDRANT STORM SEWER GAS UNDERGROUND ELECTRIC OVERHEAD ELECTRIC UNDERGROUND TELEPHONE OVERHEAD TELEPHONE TELEPHONE FIBER OPTIC CABLE TELEVISION RETAINING WALL FENCE CONCRETE BITUMINOUS BUILDING TREE LIGHT POLE TRAFFIC SIGN CONSTRUCTION BARRICADE REMOVE BITUMINOUS PAVEMENT, CURB AND GUTTER, AND CONCRETE FLAT WORK /—REMOVE— CANOPY ^ Removal Notes 1. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. 2. CONTRACTOR SHALL COORDINATE LIMITS OF REMOVALS WITH PROPOSED IMPROVEMENTS AND FIELD VERIFY CONDITION OF EXISTING APPURTENANCES TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING OR REPLACING MISCELLANEOUS ITEMS (SUCH AS FENCES, SIGNS, IRRIGATION HEADS, ETC.) THAT MAY BE DAMAGED BY CONSTRUCTION. 3. CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL MEASURES REQUIRED TO MAINTAIN SITE STABILITY PRIOR TO EXECUTING ANY SITE REMOVALS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY PROVIDERS FOR REMOVAL AND/OR RELOCATION OF EXISTING UTILITIES AFFECTED BY SITE DEVELOPMENT. ALL PERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR. DRAINAGE AND UTILITY EASEMENT !'3!!d T MITI moi\\I 01 '9T E AND CATE 5To 11( -,HT Pnl F REMOVE AND RELOCATE FIRE HYDRANT AND REMOVE 19 LF OF 6" DIP L °r ° s /s p° ,--FFE :9J6.29 1 0 WMMI 0 20' 40' 6 0' FOR PERMIT APPROVAL Westwood Westwood Professional Services, Inc. 3701 12th Street North, Suite 206 St. Cloud, MN 56303 Phone 320-253-9495 Fax 320-253-8737 Toll Free 1-800-270-9495 westwoodps.com Designed: MW Checked: BCW Drawn: lM Record Drawing by/date: Revisions: 12/16/16 — DD 04/24/17 — City Submittal 06/16/17 — City Comments I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota. Brad C Wilkening Date 06/16/17 Prepared for: tkem No. 26908 CentraCare 1013 Hart Boulevard Monticello, MN 55362 2017 Monticello Hospital Addition Monticello, MN Removal Plan Date: 06/16/17 Sheet: 1 OF 8 0008615.00RMF01.dwg 0 2017 Westwood Professional Services, Inc. Call 48 Hours before digging: 811 nr CQIIR11 t -nm Common Groi 2222 Site Legend no I I PROPERTY LINE LOT LINE SETBACK LINE EASEMENT LINE CURB AND GUTTER TIP—OUT CURB AND GUTTER POND NORMAL WATER LEVEL RETAINING WALL FENCE CONCRETE PAVEMENT CONCRETE SIDEWALK HEATED CONCRETE SIDEWALK HEAVY DUTY BITUMINOUS PAVEMENT NORMAL DUTY BITUMINOUS PAVEMENT NUMBER OF PARKING STALLS TRANSFORMER SITE LIGHTING TRAFFIC SIGN POWER POLE BOLLARD / POST General Site Notes 1. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THE ENGINEER SHOULD BE NOTIFIED IMMEDIATELY. 2. REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS. 3. ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING UNLESS OTHERWISE NOTED. 4. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OF EXITS, RAMPS, AND TRUCK DOCKS. 5. ALL CURB RADII ARE SHALL BE 3.0 FEET (TO FACE OF CURB) UNLESS OTHERWISE NOTED. 6. ALL CURB AND GUTTER SHALL BE 8612 UNLESS OTHERWISE NOTED. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGGERS AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS. 8. BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 9. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. 10. SITE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFER TO LIGHTING PLAN PREPARED BY OTHERS FOR SITE LIGHTING DETAILS AND PHOTOMETRICS. 0 Site Details (SI-OXX) 1 B612 CURB & GUTTER 2 MOUNTABLE CURB & GUTTER 3 D418 CURB & GUTTER 4 BITUMINOUS CURB 5 INTEGRAL CURB AND WALK 6 CONCRETE CROSS GUTTER 7 ENTRANCE THRU CURB AND GUTTER 8 PRIVATE CONCRETE SIDEWALK 9 PEDESTRIAN CURB RAMP 10 PARALLEL PEDESTRIAN CURB RAMP 11 CROSS WALK STRIPING 12 TEMPORARY BITUMINOUS CUL—DE—SAC 13 TRAFFIC ARROW 14 SIGN INSTALLATION 15 HANDICAP ACCESSIBLE SIGNAGE AND STRIPING 16 PRECAST CONCRETE WHEEL STOP 17 TYPE 3 BARRICADE 18 BOLLARD 19 PAVEMENT SECTIONS 20 BITUMINOUS TRAIL 24 CONCRETE CURB AT SIDEWALK 25 CURB CUT WITH EROSION CONTROL MAT 28 MOUNTABLE CURB & GUTTER CONSTRUCTION AT CATCH BASIN 32 BEAVERTAIL CURB (6612) 0 20' 40' 6 0' FOR PERMIT APPROVAL Westwood Westwood Professional Services, Inc. 3701 12th Street North, Suite 206 St. Cloud, MN 56303 Phone 320-253-9495 Fax 320-253-8737 Toll Free 1-800-270-9495 westwoodps.com Designed: Checked: Drawn: Record Drawing by/date: Revisions: 12/16/16 — DD 04/24/17 — City Submittal 06/16/17 — City Comments E. BCW I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota. Brad C Wilkening Date 06/16/17 Prepared for: tkem No. 26908 CentraCare 1013 Hart Boulevard Monticello, MN 55362 2017 Monticello Hospital Addition Monticello, MN Site Plan Date: 06/16/17 Sheet: 2 OF 8 0008615.00SPF01.dwg 0 2017 Westwood Professional Services, Inc. Call 48 Hours before digging: 811 or call81l.com Common Ground,°Alli D ° ° S 9ti D D DD D D Sym D � D D � D D / D / / D ° / / D , SAN MH-- RIM= 935.14 D D D \ D ° 31 ASy 5P ° D ll NV=925.67 / 14 INV=920.84 (N) S9ti �P�° / ° ° \�' a ° o' ° 4 CONNECT TO DOWNSPOUT STMH-101 INV=921.09 (W)$ ° \\ �, \ \.° `� -IE=927.18 48" 0 INV=920.94 (E) qr a RE=935.36 IE=925.96 (NW) ♦ ° s9ti ° ° ° ° ° �',a° \`\ 61'-10" PVC @ 2.00% IE=925.96 (E) ♦ ADJUST GATE IE=926.24 (SW) VALVE BOX,-lNV=926.84 0 �WIMMI 0' 20' 40' 60' FOR PERMIT APPROVAL \ ° /-INV=922.28 ° ♦ ADJUST GATE 32'-10" PVC CO? 2.00% - CLEAN OUT ♦ VALVE BOX `Lvr a ° A \ \ i NV=927.28 ° ° \ I 926.52 ° SIGN - ° �� ° a �> ' ,- 8x8lN DRAIN ° CONNECT TO DOWNSPOUT ° ♦ ° a ' IE=926.59 ---FFE : 935.91 pD qT S STUB ♦ 40'6" \ IE=922.79 -° D ♦ CORE DRI D CONNECT TO EXISTING \`1 ° D D PROPOSED MRI ROOM ° D SANI MANHOLE. ADJUST TOP OF VC C�@2.00% Tv ° \ D o DD D o FFE=935.91 CA ELEVATION. CONTRACTOR TO qT D \ D D ° V IFY LOCATION AND ELEV MH -1 ° PR DOS �4DDITION° ' ' DD ° =934.92 ' ► D D o D •.' 8 ° = 22.00 (E) ,' �9T ► DFFE�9 ° y1° ° DSD \ / ° D ° D DRAINAGE AND UTILITY EASEMENT D 3TS ADJUST GATE T0 n 41' 1 "STM SWR 1.30% VALVE BOX ° E 4IMORK 2 T UT EL=937.35 ° D ♦ / \ / q/,\ ` \ ° D ° A ° \ D ° .. 4 .. s D MAI . D SAN -' 6" D D °D: D \ �•• - -- - ,R RIM=934. \ 40/0D ►, ° ,STM -FFE : yse.zy INV=921. \ \`� 6 C BEND\ 4 D ►moo rN , ho D„ 311 0 \ D D / E B 0 ° p® E� 5.72 , D �� D ♦ // I MO ° ° IE 26.42 (SW) \ \ D D O ° ♦ ❑E / FLA \ \ Q , CORE DRILL A 41V T `, CH ° 3�_ jv Dp EXISTING ST M MA OLE RIM=9� 9 ► ° NV=925. \ q, UPGRADE EXISTING E WA E�FFMAIN ROSSING To STORM PIPE TO 10" PVC s \ \ SEE DETAIL WM05 E �, HYD. W/AUX. VALV \ ° GRND ELEV.=93 . \ :t***,sl X, \ \ � � CANOPY D ♦ \\\ 33 LF - ' II' ° O \ \ \\ ADJ T EX NG MANHOLE CASTING \ / \ RE=933.99 '-STM \ oy \ \ ♦ \ \ IE=925.67 (NE) I I M (N = 25.67 \ \ \ \ UtilityLegend ♦ \ \ \ INV W/SE 925.2 g General Utility Notes EXISTING PROPOaM 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION 7. WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL B. REINFORCED CONCRETE PIPE SHALL BE CLASS 5 FOR PIPE PROPERTY LINE AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS LENGTHS. ALLOW FOR ADDITIONAL PIPE WHEN INSTALLING ON SLOPES DIAMETERS 18" AND SMALLER, CLASS 3 FOR PIPE DIAMETERS 21" - - - - - - - - - - EASEMENT LINE ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND OR WHEN DEFLECTIONS ARE REQUIRED. THE JOINT DEFLECTIONS SHALL AND LARGER UNLESS OTHERWISE NOTED, PER ASTM C76 WITH R-4 LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT EXCEED THE MAXIMUM RECOMMENDED BY THE PIPE GASKETS. CURB AND GUTTER NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MANUFACTURER OR BY LOCAL GOVERNING SPECIFICATIONS. FITTINGS SA" 0 t SANITARY SEWER SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND REQUIRED TO CONSTRUCT WATER MAIN SHALL BE INCLUDED IN WATER C. HDPE STORM PIPE 4- TO 10 -INCHES IN DIAMETER SHALL MEET NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES. MAIN CONSTRUCTION. REQUIREMENTS OF AASHTO M252. HDPE STORM PIPE 12- TO FM FM SANITARY SEWER FORCE MAIN 60 -INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF ASTM STO ►► ■ STORM SEWER 2. ALL SANITARY SEWER, STORM SEWER AND WATER MAIN MATERIAL AND 8. PROVIDE WATER MAIN THRUST RESTRAINTS PER CITY STANDARD F2306. FITTINGS SHALL BE PER ASTM D3212 AND INSTALLED PER war I WATER MAIN INSTALLATIONS SHALL BE PER CITY REQUIREMENTS, MINNESOTA REQUIREMENTS. ASTM D2321. PLUMBING CODE, AND IN ACCORDANCE WITH THE CURRENT EDITION OF D. PVC STORM SEWER PIPE AND FITTINGS SHALL BE SCHEDULE 40 war == I =} HYDRANT "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE 9. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL PIPE PER ASTM D2665 AND INSTALLED PER ASTM D2321. GAS GAS GAS INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION" WATER LINE CROSSINGS WITH SANITARY SEWER OR STORM SEWER. THE E. CORRUGATED METAL PIPE (CMP) FOR SIZES 18- TO 120 -INCH AND PUG Pu(' UNDERGROUND ELECTRIC AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. WATER LINE SHALL NOT HAVE JOINTS OR CONNECTION WITHIN 10 -FEET MUST MEET ASTM A760 OR ASTM A796 AND BE INSTALLED PER OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER. ASTM A798. CMP MAY NOT BE INSTALLED WITHIN 10 -FEET OF A POH POH OVERHEAD ELECTRIC 3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE WATERMAIN, WATER SERVICE, OR A BUILDING. TUG ruG UNDERGROUND TELEPHONE NECESSARY FEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSED 10. UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL F. ALL STORM SEWER JOINTS AND STRUCTURE CONNECTIONS SHALL WORK OR VERIFY WITH THE OWNER OR ENGINEER THAT PERMITS HAVE UNLESS OTHERWISE SHOWN OR NOTED. TOH TOH OVERHEAD TELEPHONE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THE BE GASTIGHT OR WATERTIGHT AS REQUIRED BY MINNESOTA CONTRACTOR UNLESS OTHERWISE ARRANGED WITH THE OWNERPLUMBING CODE, PART 707.3. STORM SEWER LOCATED WITHIN . FOP FOP TELEPHONE FIBER OPTIC 11. DUCTILE IRON WATER LINES SHALL BE CLASS 52, PER AWWA C115 OR 10 -FEET OF A BUILDING AND/OR WATER LINE SHALL BE TESTED Cry Cry CABLE TELEVISION C151. COPPER WATER LINES SHALL BE TYPE K PER ASTM B88. PVC PER MINNESOTA PLUMBING CODE, PART 712. 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT WATER LINES SHALL BE PER AWWA C900 AND INSTALLED PER AWWA ►►► DRAIN TILE LOCATION AND DIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS, C605 IF ALLOWED BY CITY. >< GATE VALVE PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY 15. ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE CONNECTION LOCATIONS. 12. ALL WATER LINES SHALL HAVE 8' MINIMUM COVER. INSULATE WATER (TRACER) WIRE PER MINNESOTA RULES, PART 7560.0150. ® FLARED END SECTION (WITH RIPRAP) MAIN IF LESS THAN 8' OF COVER. INSULATION SHALL BE DOW E LIGHT POLE 5. ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH STYROFOAM HI BRAND 35 OR EQUIVALENT, WITH 4 INCHES OF 16. POST INDICATOR VALVES SHALL BE CLOW F-5750 (OR EQUIVALENT) VERTICAL UTILITY SEPARATION THE SPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY. THE THICKNESS. MEETING AWWA STANDARD C509 AND CITY STANDARDS. VALVE TO BE CONTRACTOR SHALL COORDINATE THE SERVICE LINE CONSTRUCTION MECHANICAL JOINT RESILIENT WEDGE GATE VALVE. POST TO BE WITH THE UTILITY COMPANIES. 13. SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE SHALL BE ADJUSTABLE FOR 8 FEET WATER MAIN DEPTH. THE ELECTRICAL ALARM 6. CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY POLYVINYL CHLORIDE (PVC) SCHEDULE 40 PER ASTM D2665. ALL SWITCH SHALL BE PART NO. PCVS2 (OR EQUIVALENT). CONNECTIONS, AND UTILITIES SHALL BE INSPECTED AND APPROVED BY PLASTIC SANITARY SEWER SHALL BE INSTALLED PER D2321. SOLVENT THE CITY. THE CITY SHALL BE NOTIFIED 48 -HOURS PRIOR TO WELD JOINTS MUST INCLUDE USE OF A PRIMER WHICH IS OF A 17. AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE COMMENCING WITH THE UTILITY CONSTRUCTION OR ANY REQUIRED CONTRASTING COLOR TO THE PIPE AND CEMENT. ALL SANITARY SEWER THE OWNER WITH AN AS -BUILT RECORD OF UTILITY CONSTRUCTION. TESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, SHALL BE TESTED ACCORDING TO MINNESOTA PLUMBING CODE, PART THE AS -BUILT SHALL INCLUDE LOCATION AND LENGTH DEVIATIONS OR CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATER MAIN BELONGING 712'0' CHANGES TO THE PLAN. CONTRACTOR TO VERIFY WITH OWNER OR TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ENGINEER WHETHER A PLAN WITH POST -CONSTRUCTION ELEVATIONS IS ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED 14. STORM SEWER PIPE: REQUIRED. DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR. A. RCP AND HDPE PIPE MAY BE INSTALLED WITH APPROVAL OF LOCAL GOVERNING AGENCY. Westwood Westwood Professional Services, Inc. 3701 12th Street North, Suite 206 St. Cloud, MN 56303 Phone 320-253-9495 Fax 320-253-8737 Toll Free 1-800-270-9495 westwoodps.com Designed: MED Checked: BCW Drawn: MED Record Drawing by/date: Revisions: 12/16/16 - DD 04/24/17 - City Submittal 06/16/17 - City Comments I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota. Brad C Wilkening Date 06/16/17 tkem No. 26908 Prepared for: CentraCare 1013 Hart Boulevard Monticello, MN 55362 2017 Monticello Hospital Addition Monticello, MN Utility Plan Date: 06/16/17 Sheet: 3 OF 8 0008615.00UTF01.dwg 0 2017 Westwood Professional Services, Inc. Call 48 Hours before digging: 811 or cc"—" Common Groi Grading Legend Grading Notes EXISTING 980 _ 982 PROPOSM X980_ X982- — Sro ® ►► E WAT SAN . . . . r 91.00 x� e SB -19 9X 1-00 1.50% 0 Cb 0' R E.O.F. 85.00 � SB -19 PROPERTY LINE INDEX CONTOUR INTERVAL CONTOUR CURB AND GUTTER POND NORMAL WATER LEVEL STORM SEWER FLARED END SECTION (WITH RIPRAP) WATER MAIN SANITARY SEWER RETAINING WALL DRAIN TILE RIDGE LINE GRADING LIMITS SPOT ELEVATION FLOW DIRECTION TOP AND BOTTOM OF RETAINING WALL EMERGENCY OVERFLOW SOIL BORING LOCATION 1. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. 2. CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND NUMBER OF DOWNSPOUTS. 3. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. 4. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING 9. SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS. 10. CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES. 11. CONTRACTOR SHALL PROVIDE A STRUCTURAL RETAINING WALL DESIGN CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER. 12. ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS. 13. PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF ROLLING SHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY—LOADED TANDEM—AXLE DUMP TRUCK, OR APPROVED EQUAL, IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BE EXCAVATED AND RE—COMPACTED AS SPECIFIED HEREIN. TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL 14. EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE METHOD AS OUTLINED IN MNDOT 2105.3F1 AND THE REQUIREMENTS OF THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM GEOTECHNICAL ENGINEER. TO APPROPRIATE MNDOT STANDARDS. 6. ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET. 7. CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES. 8. SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE. 15. EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2. 16. ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER. 1 06666MMI 0 20' 40' 6 0' FOR PERMIT APPROVAL Westwood Westwood Professional Services, Inc. 3701 12th Street North, Suite 206 St. Cloud, MN 56303 Phone 320-253-9495 Fax 320-253-8737 Toll Free 1-800-270-9495 westwoodps.com Designed: Checked: Drawn: Record Drawing by/date: Revisions: 12/16/16 — DD 04/24/17 — City Submittal 06/16/17 — City Comments E. BCW I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota. Brad C Wilkening Date 06/16/17 Prepared for. tkem No. 26908 CentraCare 1013 Hart Boulevard Monticello, MN 55362 2017 Monticello Hospital Addition Monticello, MN Grading Plan Date: 06/16/17 Sheet: 4 OF 8 0008615.00GDF01.dwg 0 2017 Westwood Professional Services, Inc. Call 48 Hours before digging: 811 or cc"—" Common Groi Erosion Control Legend General Erosion Control Notes EXISTING PROPOSM 980 _ 982 X980_ 982 — Sro� ►► S WA SAN ► r Ill Ill Ill x'9016 0' R E.O.F. 85.00 SB -19 O PROPERTY LINE INDEX CONTOUR INTERVAL CONTOUR CURB AND GUTTER POND NORMAL WATER LEVEL SILT FENCE STORM SEWER FLARED END SECTION (WITH RIPRAP) WATER MAIN SANITARY SEWER RETAINING WALL DRAIN TILE RIDGE LINE GRADING LIMITS ROCK CONSTRUCTION ENTRANCE EROSION CONTROL BLANKET TURF REINFORCEMENT MAT TOP AND BOTTOM OF RETAINING WALL EMERGENCY OVERFLOW SOIL BORING LOCATION INLET PROTECTION 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES. 2. ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN—PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON—SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. 3. EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATION INCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALL COMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THE CONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OR EXISTING PAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BE CLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THE CONTRACTOR AFTER THE TURF IS ESTABLISHED. 4. ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A CONSTRUCTION ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. 5. PROPOSED PONDS SHALL BE EXCAVATED FIRST AND USED AS TEMPORARY PONDING DURING CONSTRUCTION 6. WHEN INSTALLING END—OF—LINE FLARED END SECTIONS, BRING THE SILT FENCE UP & OVER THE FLARED END SECTIONS & COVER DISTURBED AREAS WITH RIP RAP. THE UPSTREAM FLARED END SECTIONS SHALL HAVE WOOD FIBER BLANKET INSTALLED ON THE DISTURBED SOILS. 7. ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITH SEED AND MULCH, SOD, EROSION CONTROL BLANKET OR BE HARD SURFACE WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION. 8. THE SITE MUST BE STABILIZED WITH A 25-151 SEED MIX AT 70—POUNDS PER ACRE AND TYPE I MULCH AT 2—TONS PER ACRE IN ACCORDANCE WITH MNDOT 2575 UNLESS OTHERWISE NOTED. 9. TEMPORARY SEEDING SHALL BE MN/DOT SEED MIX 22-111 AT 40—POUNDS PER ACRE AND TYPE I MULCH AT 2—TONS PER ACRE IN ACCORDANCE WITH MNDOT 2575 UNLESS OTHERWISE NOTED. 10. FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROL BLANKET IS REQUIRED. 11. ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAP SEDIMENT. 12. ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZED TO RESTORE THE POND TO THE PROPOSED BOTTOM ELEVATION. 13. ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS. 14. THE SITE MUST BE KEPT IN A WELL—DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BE PROVIDED WITH A POSITIVE OUTFLOW. 15. PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS. STREET SWEEPING SHALL BE CONCURRENT WITH SITE WORK. 1 0 �-M� 0 20' 40' 6 0' FOR PERMIT APPROVAL Westwood Westwood Professional Services, Inc. 3701 12th Street North, Suite 206 St. Cloud, MN 56303 Phone 320-253-9495 Fax 320-253-8737 Toll Free 1-800-270-9495 westwoodps.com Designed: Checked: Drawn: Record Drawing by/date: Revisions: 12/16/16 — DD 04/24/17 — City Submittal 06/16/17 — City Comments E. BCW I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota. Brad C Wilkening Date 06/16/17 Prepared for: tkem No. 26908 CentraCare 1013 Hart Boulevard Monticello, MN 55362 2017 Monticello Hospital Addition Monticello, MN Erosion Control Plan Date: 06/16/17 Sheet: 5 OF 8 0008615.00ECF01.dwg o 2017 Westwood Professional Services, Inc. Plant Schede Planting Notes Call 48 Hours before digging: -8x8/N DRAIN 811 or calI811.com ' CODE QTY. COMMON/BOTANICAL NAME SIZE SPACING O.C. 1. CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS Common Ground Alliance OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. GSL 4 GREENSPIRE LINDEN / TILIA CORDATA 'GREENSPIRE' 2.5" BB AS SHOWN D \ "k 2. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. MLC 5 MARILEE CRABAPPLE / MALUS 'JARMIN' 1.5" BB AS SHOWN 3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE W �► ° \ y IMMEDIATE AREA. MJJ 18 MINT JULEP JUNIPER / JUNIPERUS CHINENSIS 'MONLEP' 24" SPRD., POT 4'-0" O.C. ♦ o D\ -8x8/N DRAIN SCJ 19 SCANDIA JUNIPER / JUNIPERUS SABINA 'SCANDIA' 24" SPRD., POT 4'-0" O.C. 4. ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID ♦W W W ,, y ` o P 16-BLB EXISTING ORNAMENTAL> >» AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. ♦ W W ` TREES TO REMAIN. GLS 14 GRO-LOW SUMAC / RHUS AROMATICA GRO-LOW 18" HT., POT 6'- 0 O.C. ABH 17 ANNABELLE HYDRANGEA / HYDRANGEA ARBORESCENS ANNABELLE 24" HT., POT 4'- 0 O.C. ♦ W W W � `° °� ' SHALL BE PROTECTED 5. CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS DWE 11 DWARF WINGED EUONYMUS EUONYMUS ALATUS 'COMPACTUS' 24" HT., POT 3'-0" O.C. 14-G DURING CONSTRUCTION. / ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL W \ FLS 27 FIRE LIGHT SPIREA / SPIRAEA FIRE LIGHT 18" HT., POT 2'-0" O.C. PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON � (TYP.) SOD AREA W W W W \ Aoti PLANTING. \s ♦W W W \ 13-SDO ASD 126 APRICOT SPARKLES DAYLILY / HEMEROCALLIS 'APRICOT SPARKLES' NO. 1 CONT. 12" O.C. ati (TYP.) ♦" W RVD 60 RED VOLUNTEER DAYLILY / HEMEROCALLIS 'RED VOLUNTEER' NO. 1 CONT. 18" O.C. 6. ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA -GROWN AND/OR HARDY. SPECIMEN GRADE SHALL W W ° \ 10-MJJ SDO STELLA DE ORO DAYLILY / HEMEROCALLIS 'STELLA DE ORO' " ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: 12 -ASD W �. 28 N0. 1 CONT. 12O.C. ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. z RSH 9 ROYAL STANDARD HOSTA / HOSTA ROYAL STANDARD N0. 1 CONT. 16 O.C. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. 3 -MLC W W W y W \ 3 -RSH BLB 16 BLAZE LITTLE BLUESTEM GRASS / SCHIZACHYRIUM SCOPARIUM 'BLAZE' QUART POT 18" O.C. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. D / W 13-RVD KFG 14 KARL FOERSTER FEATHER REED GRASS / CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' QUART POT 24" O.C. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. W RSG 15 RED SWITCH GRASS / PANICUM VIRGATUM 'SHENANDOAH' QUART POT 24" O.C. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO ° D \1 SD W W W W m\�Y.mO ° ,° �. ,� � LESS THAN 5:3. EDGER ws \ WWW °.mei • NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. 7. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI 260.1-2014 OR MOST CURRENT (TYP.) 4-KFG a a a a I:a :�: 10-RVD VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 10 -ASD 3 -FLS 8. PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. ° 4-KFG ° 18 -ASD ti 411 d �� ° \ 6 -RSH 9. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL -IN MATERIALS IF NECESSARY; TEMPORARY ONLY. `y / a° ° °` //°a a ��\/�� 11-DWE 10. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT 3-KFG COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. ° 72 -ASS MAIL NX a 7-SDQ a 3-KFG 11. OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART D° 5 -RSG a d a �° y W PEAT POTS. ♦d y y WW WW y ° 12. PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING ♦ 6 -ABH qT a ° 9 -FLS D � OF EXISTING AND PROPOSED TREES. DG SIGN - ��° ° �- 8x8IN DRAIN 13. WRAP ALL SMOOTH -BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. -RSG ♦ ' \� ° ®� - I 14. STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. ♦ o ° 2 -MLC \ 15. THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. D SOD AREA W �P8-SDOY� \ -FFE :935.91 ° D° LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. ° (TYP.) sti - �� { \ o ° 16. BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (SELECT TOPSOIL D ° D ° D D ° DD PRUNE OUT MISDIRECTED BRANCHES. PROVIDE ONE CENTRAL LEADER. GUYING AND STAKING, AS REQUIRED, FOR ONE (1) YEAR ON ALL DECIDUOUS AND CONIFEROUS TREES: r TOP STAKES 5' ABOVE GROUND BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, (MAX.) OR TO FIRST BRANCH. BOTTOM OF STAKE 3' (MIN.) BELOW GROUND. STAKING POSTS TO BE 2"X2" STAINED WOOD OR PAINTED STEEL DELINEATOR POSTS. PLACE 3 POSTS SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL i EQUIDISTANT AROUND AND OUTSIDE ROOT BALL. SECURE TREE TO POSTS WITH 16" LONG e POLYPROPYLENE OR �o POLYETHYLENE, 40 MIL., 1.5" a WIDE STRAP. d G TREE WRAP MATERIAL FROM o - GROUNDLINE UPWARD TO FIRST o BRANCHES, AS REQUIRED. 5 -RSG PLACE MULCH, DEPTH AS SPECIFIED, 2X BALL OVER PLANT PITS - DO NOT PILE IIDIAPETER AGAINST TRUNK. Al= FORM 3" DEEP WATERING BASIN. BACKFILL PLANT PIT WITH SPECIFIED I_ - BACKFILL SOIL. ° °FFE�79 1e D ° SCARIFY SIDES AND BOTTOM OF HOLE. I IIT=I I= REFER TO AMERICAN STANDARD FOR HAVE 4" DEPTH OF SHREDDED HARDWOOD MULCH OR PER PLAN. SHREDDED HARDWOOD MULCH TO BE II III=' NURSERY STOCK FOR MINIMUM BALL SIZE. ROOT FLARE TO BE PLANTED AT OR NEAR FINISHED GROUNDLINE. SET ROOT BALL ON UNDISTURBED SUBSOIL OR COMPACTED SOIL MOUND MATCHING TREES NATURAL GROUNDLINE WITH FINISHED SITE GRADE. DECIDUOUS TREE N.T.S. Westwood PLANTING LA28 E PA / \ \ _-0 \ D° � D MLC °°\ \ OWNER PRIOR TO INSTALLATION. MULCH TO MATCH EXISTING CONDITIONS. / TO ° ° ° D \ \ D 18. EDGING TO BE COMMERCIAL GRADE VALLEY -VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING OR SPADED D Ao ° ° - EXISTING EDGER ° D EDGE, AS INDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL / \ ° - \� SHALL REMAIN ° � SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH BASE OF TOP BEAD AT GRADE, FOR MOWERS TO CUT 34 ,935 (TYP.) P`ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE REMOVE CONTAINER, SET SOIL MASS ON COMPACTED SOIL MOUND MATCHING SHRUBS NATURAL GROUNDLINE WITH FINISHED GRADE. ALL PLANTING BEDS SHALL RECEIVE 4" OF SPECIFIED MULCH AND WEED BARRIER FABRIC. EDGE ALL PLANTING BEDS WITH SPECIFIED EDGER WHERE ADJACENT TO LAWN AREAS. SCARIFY SIDES AND BOTTOM OF HOLE. BACKFILL PLANT PIT WITH SPECIFIED BACKFILL SOIL. `�Sr sTo CK LCH ° W W TO PROVIDE V -SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. \ T TCH934 W W INDIVIDUAL TREE AND SHRUB BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH \ STING �9T ► W W �_ EXISTING CONDITIONS (WHERE APPLICABLE). rj-A13H SOD AREA W W W W W W W W W W W W 4(TYP.) 19° ALL DISTURBED AREAS TO BE SODDED, UNLESS OTHERWISE NOTED. SOD TO BE STANDARD MINNESOTA \ To - .Y W W W .Y W W W W W W E D GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO 934 W W W W W \W W W ° REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. IF NOT 9T W �• WOh'W �• INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. sTo 4&0, V / W W W W W W W W W W D° 20. PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE OR CONNECT INTO EXISTING IRRIGATION SYSTEM. l W W W W q IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO yT v WWW ° ° Ao PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION \ 6`-ABHSYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS -BUILT PLANS, AND NORMAL PROGRAMMING. 933 SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. IRRIGATION SYSTEM SHALL HAVE A RAIN SENSOR PROVIDED, IF NOT ALREADY INCLUDED IN EXISTING SYSTEM. SYSTEM yT ° SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION \ -933 AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. STO g32 21. CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR - ROCK MULCH CONTRACTOR. (TYP.) TO MATCH \ EXISTI G \ 22. REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS SIDEWALK AGGREGATE SUBBASE REMOVE CONTAINER, SET SOIL EXISTING SOIL MASS N COMPACTED SOIL MOUND MATCHING PERENNIALS NATURAL GROUNDLINE WITH FINISHED SITE MAINTAIN TOP OF MULCH SLIGHTLY GRADE. LOWER THAN EXISTING EDGE. ALL PERENNIAL PLANTING BEDS SHALL RECEIVE 2" COMPOST PLANTING BED SOIL MIX TO BE MULCH. MINIMUM OF 4" BELOW WITH SIDEWALK EDGE TO ALLOW FOR EDGE ALL PLANTING BEDS ADEQUATE LIP FOR MULCH. - MAINTAIN SPECIFIED EDGER WHERE POSITIVE ADJACENT TO LAWN AREAS. y a DRAINAGE AWAY FROM BUILDING BUILDING EXTERIOR °°°o° ° oe°°•`o'\ \\\\ \\\\ \\\\\\\\\\ WALL CULTIVATE TO 10" MINIMUM. SCARIFY SIDES AND BOTTOM OF HOLE. -III\ III -III ; SPECIFIED MULCH \\�\\ SPECIFIED TOPSOIL BACKFILL PLANT PIT WITH 1/4 / PART COMPOST TO 1 PART EXISTING TOPSOIL, WELL MIXED. SHRUB PLANTING N.T.S. T.SWestwood) PERENNIAL PLANTING I N.T.S. A26 Westwood PLANTER EDGE FINISH GRADE FOR LAWN EXISTING SOIL Westwood Westwood Professional Services, Inc. 3701 12th Street North, Suite 206 St. Cloud, MN 56303 Phone 320-253-9495 Fax 320-253-8737 Toll Free 1-800-270-9495 westwoodps.com Designed: CIF Checked: CEF Drawn: CEF Record Drawing by/date: Revisions: 12/16/16 - DD 04/24/17 - City Submittal 06/16/17 - City Comments I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed PROFESSIONAL LANDSCAPE ARCHITECT under the laws of the State of Minnesota. Kevin Teppen >)atc 06/16/17 Limn No, 26980 Prepared for: CentraCare 1013 Hart Boulevard Monticello, MN 55362 ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. 23. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. 2017 Monticello VINYL BED EDGING SPECIFIED MULCH - e PLANTING BED SOIL MIX TO BE MINIMUM OF 4" _ BELOW EDGING TOP TO ALLOW N�l FOR ADEQUATE LIP j�j FOR MULCH. ANCHOR FLANGE SPECIFIED TOPSOIL VINYL EDGING STEEL STAKE. DRIVE STAKE THROUGH ANCHOR FLANGE (MAXIMUM SPACING 6' D.C.). N.T.S. Westwood LA11 Hospital Addition Monticello, MN 0' 20' 40' 60' VINYL EDGER N.T.S. FOR PERMIT APPROVAL LA10 Landscape Plan Date: 06/16/17 Sheet: 6 OF 8 0008615.00PLF01.dwg PROPOSED MRI ROOM BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL \D EFE-935.91 LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. 5 D °LS D 5 -RSG PR OS ADDITION° 17. MULCH TO BE AT ALL TREE, SHRUB AND PERENNIAL AREAS. TREE AND SHRUB PLANTING BEDS SHALL ° °FFE�79 1e D ° 37-RVD HAVE 4" DEPTH OF SHREDDED HARDWOOD MULCH OR PER PLAN. SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH SHREDDED HARDWOOD MULCH OR PER PLAN. MULCH TO BE FREE OF DELETERIOUS MATERIAL t j � AND COLORED RED, OR APPROVED EQUAL TO MATCH EXISTING. ROCK MULCH TO BE WASHED RIVER ROCK, 1 1/2" TO 3" DIAMETER, AT MINIMUM 3" DEPTH, OR APPROVED EQUAL TO MATCH EXISTING. ROCK MULCH `Dqr 9 D ° ° ° 3S° ° 4 • 8 °•° MAI TO BE ON COMMERCIAL GRADE FILTER FABRIC, BY TYPAR, OR APPROVED EQUAL WITH NO EXPOSURE. `�S. ° °A® `\ ° '° ' PARKING LOT ISLANDS TO BE MULCHED WITH ROCK MULCH MULCH AND FABRIC TO BE APPROVED BY / \ \ _-0 \ D° � D MLC °°\ \ OWNER PRIOR TO INSTALLATION. MULCH TO MATCH EXISTING CONDITIONS. / TO ° ° ° D \ \ D 18. EDGING TO BE COMMERCIAL GRADE VALLEY -VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING OR SPADED D Ao ° ° - EXISTING EDGER ° D EDGE, AS INDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL / \ ° - \� SHALL REMAIN ° � SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH BASE OF TOP BEAD AT GRADE, FOR MOWERS TO CUT 34 ,935 (TYP.) P`ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE REMOVE CONTAINER, SET SOIL MASS ON COMPACTED SOIL MOUND MATCHING SHRUBS NATURAL GROUNDLINE WITH FINISHED GRADE. ALL PLANTING BEDS SHALL RECEIVE 4" OF SPECIFIED MULCH AND WEED BARRIER FABRIC. EDGE ALL PLANTING BEDS WITH SPECIFIED EDGER WHERE ADJACENT TO LAWN AREAS. SCARIFY SIDES AND BOTTOM OF HOLE. BACKFILL PLANT PIT WITH SPECIFIED BACKFILL SOIL. `�Sr sTo CK LCH ° W W TO PROVIDE V -SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. \ T TCH934 W W INDIVIDUAL TREE AND SHRUB BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH \ STING �9T ► W W �_ EXISTING CONDITIONS (WHERE APPLICABLE). rj-A13H SOD AREA W W W W W W W W W W W W 4(TYP.) 19° ALL DISTURBED AREAS TO BE SODDED, UNLESS OTHERWISE NOTED. SOD TO BE STANDARD MINNESOTA \ To - .Y W W W .Y W W W W W W E D GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO 934 W W W W W \W W W ° REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. IF NOT 9T W �• WOh'W �• INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. sTo 4&0, V / W W W W W W W W W W D° 20. PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE OR CONNECT INTO EXISTING IRRIGATION SYSTEM. l W W W W q IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO yT v WWW ° ° Ao PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION \ 6`-ABHSYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS -BUILT PLANS, AND NORMAL PROGRAMMING. 933 SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. IRRIGATION SYSTEM SHALL HAVE A RAIN SENSOR PROVIDED, IF NOT ALREADY INCLUDED IN EXISTING SYSTEM. SYSTEM yT ° SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION \ -933 AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. STO g32 21. CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR - ROCK MULCH CONTRACTOR. (TYP.) TO MATCH \ EXISTI G \ 22. REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS SIDEWALK AGGREGATE SUBBASE REMOVE CONTAINER, SET SOIL EXISTING SOIL MASS N COMPACTED SOIL MOUND MATCHING PERENNIALS NATURAL GROUNDLINE WITH FINISHED SITE MAINTAIN TOP OF MULCH SLIGHTLY GRADE. LOWER THAN EXISTING EDGE. ALL PERENNIAL PLANTING BEDS SHALL RECEIVE 2" COMPOST PLANTING BED SOIL MIX TO BE MULCH. MINIMUM OF 4" BELOW WITH SIDEWALK EDGE TO ALLOW FOR EDGE ALL PLANTING BEDS ADEQUATE LIP FOR MULCH. - MAINTAIN SPECIFIED EDGER WHERE POSITIVE ADJACENT TO LAWN AREAS. y a DRAINAGE AWAY FROM BUILDING BUILDING EXTERIOR °°°o° ° oe°°•`o'\ \\\\ \\\\ \\\\\\\\\\ WALL CULTIVATE TO 10" MINIMUM. SCARIFY SIDES AND BOTTOM OF HOLE. -III\ III -III ; SPECIFIED MULCH \\�\\ SPECIFIED TOPSOIL BACKFILL PLANT PIT WITH 1/4 / PART COMPOST TO 1 PART EXISTING TOPSOIL, WELL MIXED. SHRUB PLANTING N.T.S. T.SWestwood) PERENNIAL PLANTING I N.T.S. A26 Westwood PLANTER EDGE FINISH GRADE FOR LAWN EXISTING SOIL Westwood Westwood Professional Services, Inc. 3701 12th Street North, Suite 206 St. Cloud, MN 56303 Phone 320-253-9495 Fax 320-253-8737 Toll Free 1-800-270-9495 westwoodps.com Designed: CIF Checked: CEF Drawn: CEF Record Drawing by/date: Revisions: 12/16/16 - DD 04/24/17 - City Submittal 06/16/17 - City Comments I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed PROFESSIONAL LANDSCAPE ARCHITECT under the laws of the State of Minnesota. Kevin Teppen >)atc 06/16/17 Limn No, 26980 Prepared for: CentraCare 1013 Hart Boulevard Monticello, MN 55362 ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. 23. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. 2017 Monticello VINYL BED EDGING SPECIFIED MULCH - e PLANTING BED SOIL MIX TO BE MINIMUM OF 4" _ BELOW EDGING TOP TO ALLOW N�l FOR ADEQUATE LIP j�j FOR MULCH. ANCHOR FLANGE SPECIFIED TOPSOIL VINYL EDGING STEEL STAKE. DRIVE STAKE THROUGH ANCHOR FLANGE (MAXIMUM SPACING 6' D.C.). N.T.S. Westwood LA11 Hospital Addition Monticello, MN 0' 20' 40' 60' VINYL EDGER N.T.S. FOR PERMIT APPROVAL LA10 Landscape Plan Date: 06/16/17 Sheet: 6 OF 8 0008615.00PLF01.dwg 0 2017 Westwood Professional Services, Inc. WOVEN MONOFILIMENT (36" WIDE) 5' STEEL T -POST 4 FLOW I \J / FLOW PONDING HEIGHT i✓ 6'-0" FILTER FABRIC, ATTACH MAX. SECURELY TO UPSTREAM SPACING SIDE OF POST WITH 5' STEEL 3-50I1D TENSILE STRENGTH T -POST PLASTIC ZIP -TIES PER POST WITHIN TOP 8" OF FABRIC. RUNOFF STANDARD DETAIL TRENCH WITH NATIVE BACKFILL 12" MIN. 71 FABRIC SLICED INTO SOIL WITH COMPACTED NOTE: BACKFILL 1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN ACCUMULATED TO 1/3 THE HEIGHT OF THE FABRIC OR MORE. 2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED. 3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. 4. ALL ENDS OF THE SILT FENCE SHALL BE WRAPPED UPSLOPE SO THE ELEVATION OF THE BOTTOM OF FABRIC IS HIGHER THAN "PONDING HEIGHT". 5. "HEAVY DUTY" IS SAME AS MACHINE SLICED ONLY HAND INSTALLED. VVestMACHINE SLICED SILT FENCE LA03/03/08' wO°d (HEAVY DUTY) GDO3 CASTINGS AND VALVE BOXES NOT PLVWN S WITHIN THE TOLERANCES T SHOWN SHPLL BE REXIENFEO AT THE GDNTPACIOk'S E%PQNSE. r FINISHED BITUMINOUS WEPR / COURSE GRApE 5/3N � MIN. MA%.� `/h' FRAME CASTING AND GATE VALVE NOT ON CENTERLINE FlNIS14M BITMMINOUS WEAR 5/e NIN COARSE GRADE FRAME CASTING ON CENTERLINE Title: Adjustment of Standard Standard Plate Library Frame and Cover City of MontiCellO Date: Plate Na. Raysed:03-05 03-15 1003 J ,� a TOP Of PRORa3ED SUBGRADE THE TOP 3' SHALL BE COMPACTED AT A MIN OF 100% Of STANDARD PROCTOR DENSITY (MN/DOT 2105) A 1111 OF 2' LIFTS TO BE WETTED AND CONSOLIDATED BY WBRATCRY MEANS AND COMPACTED TO A MIN OF 95% OF STANDARD PROCTOR DENSITY (MINI 2105) 4' C OTED TQ STANMRD -TOR LENS" X TOHDaT THE USE OF HEAVY ROLLER EQUIPMENT COVER 95E e4_ M BEDDING AS PER PEP N/OOi 31 {g,pF C�U �v S GVIAR FOUNDATION WHERE ORDERED BY THE ENGINEER SHOVEL PEACE. AND HAND COMPACT AROUND PIPE TO 12' ABOVE PIPE VIBRATORY COMPACTION REQUIRED EACH SIDE OF PIPE, AS DIRECTED BY THE ENGINEER. Title: AStandard Plate Library Typical Trench Compaction and Class B Bedding City of Monticello Date: I Plate No. Revised; 0.3 1 007 03-15 r III LROCK ACCESS I \ CONCRETE WASHOUT SIGN EARTH BERM MULCH & SEED SILT FENCE NOTE: CONCRETE WASHOUT AREAS WILL HAVE AN IMPERMEABLE LINER TO PREVENT CONCRETE WASHOUT WATER FROM INFILTRATING/CONTACTING WITH SOIL. IMPERMEABLE LINER INCLUDES 10 MIL POLY LINER OR COMPACTED CLAY LINER. WASHOUT SYSTEMS CAN BE USED AS ALTERNATE WASHOUT AREAS. 1.5' MIN SECTION A—A SILT FENCE IMPERMEABLE LINER LAST REVISED: Westwood CONCRETE WASHOUT AREA 08/26/08 GD08 V- Q' OR 5' IN BACK OF CURB IF CGNGREIE WALK OR RnUMIN... PATH ARE HYDRAF DER PRESENT FLAG WATEROUS MODEL 67 HYDRANT W YELLOW OUT Or ORDER TAG TO BE INSTPI.LED ON PUMPER CONNAFTE. RREVCRDACKFF FLMIGIL E EXISTING OR FURIRE STREET ILSs 1TO 2' MM.- CNRB OR GaTT£R L3H, aa ABOVE BVRY VNE (FINISHED GRAN) TINISHEO GRADE r STRiET YALYE BOX AS _ERMUN BUILDING SPEGFIm 1 -�I. 10 2- �INSTALLED BV PRIVATE CONTRACT INSTALLED AS PER CITY CONTRACT' 1�TRACER WIRE LOCATE BOX I o ISI r CROVND LINE PROPOSEp S€[MM SEWER i L_ B'N IT CROSSING 2 EATERS OF y 2'- S' AS REQUIRED AT PIPE CROSSING nn 8'N 20' INSUVTION POLY (4 "1) ITPf�' I TRACER WIRE SPJCE FOR BOri SEE PLATE 20W {5' BEN05 3' DIAMETER BY 3' BEEP PIT CURB BOK STANDPIPE MEGALUG FOR OETALS E (TYPICAL) ME—G A MINIDER HN DF 1 C Y, 1W111N _.0 1/4 STEEL VALVE BOX ADAPTOR COPPER -CVD STEEL AWG 1'2 GA1GE f 2' SPOOL COPPER -CLAD STEEL AWG 12 MEGALU., 1 MINIM C OE 1 C Y. OF 1 f° e I B MEGAMG 1-1/2' CLEAR STONE 4 WITH PROTECTIVE COATING AS TRACER WIRE 30 MIL HIDH OENSth' I GAUGE TRACER WIRE 30 MIL HIGH DENSITY MANUFACTURED BY ADA➢TOR INC. I POLYLTHYLENE GREEN COLORED JACKETPOLYETHYLENE GREEN COLORED JACKET y 01 APPROVED EQUAL I To BE PROVIDED UNDER PRIVATE i TO BE PROVIDE UNDER CITY CONTRACT �MEGPLUG I YEGPLDG I CONTAACr f WAIERMAN 12 VARIES I� 1" COPPER nATERMAIN ____—COPPPR TRAGER WIRE 30 MIL HIGH DENSITY GATE VPLYE TEEN POLYETHLNE GREEN COLORED .1ACKET TNRVS7 WE MUG I TO BE PRONDED UNDER CIT,CONTRACT EN RLSE, NIN' G BLOCKING Jl BTHRUST HYDRANT PRECAST CONCRETE BARE RELOW CATS BLOCKING - AB SPECIFIED S15's 15'x {') VPLVE BEHIND TEE SANRAR'I SERNCE MAINLINE RY ALL PIPE JOINTS 10' OF A SANITARY SEWER BEND SNALL BE RESTRESFPANED USING TIF RO'S- Title: Title: Title: Typical Hydrant Tracer Wire Watermain Offset Standard Plate Library A:tC�andard Plate Library v Installation Standard Plate Library (New Developments) onticello Date: Plate Na. City of Monticello Date: 03-05 Plate No. City of Monticello Date: Plate Na. 03-05 Revised: 2OO 1 I 03-08 \ 03-17 Revised:Q3-15 30'5 \ Revised: 03-17 2045 EXISTING CURB OVERFLOW IS X OF THE CUPH HOX HEIGHT PLAN WIMCC ROAD DRA rl CG -23• HIGH FLOW INLET PROTECTION CURB AND GUTTER MODEL DEFLECTOR PLATE OR CITY APPROVED EQUAL. OVERFLOWIS h OF THE CURB BOX HEIGHT OVERFLOW AT TOP OF FILTER ASSEMBLY ' FOR THE NEW R -3290 -VB STANDARD CASTING, INSTALL WIMCC, ROAD DRAIN CG -3290 OR CITY APPROVED EQUAL. Standard Plate Library City of Monticello FILTER ASSEMBLY 6, ON ER. 6° ON -GRADE 10" AT LOW POINT HIGH-FLOW FABRIC Title: Inlet Protection Catch Basin Insert Date: 03-07 Plate No. Revised: 03-15 6004 / GASKET 2 - S.S. d TAKE-UP CLAMPS EXISTING MANHOLE SNAP -IN POWER SLEEVE rL CORE DRILL HOLE GROUT INVERT L7!� MIN. d d d V p cd d d d a CLEAN SURFACE "PSX" SNAP—IN—SLEEVE OR ACCEPTED EQUAL LAST REVISED: PIPE TO EXISTING MANHOLE 4/19/10 CONNECTION SS12 F� I F - RISE AMOUNT 1" 1.25" 2" I 2.25" 1u� 2.5" 3" 3.5" 1.875" 4" EBS SUPER GLUE ADHESIVE OR APPROVED EQUIVALENT (1/4" BEAD, 360DEGREES) -ADJUSTMENT RING BASECOUR WEAR COURSE -10.5" rSE 10.5" � ---- 1 A ' BASE COURSE I GATE VALVE BOX GATE VALVE BOX-/ NOTE 1. THE HEIGHT OF THE DUCTILE IRON ADJUSTMENT RING IS DETERMINED BY THE THICKNESS OF THE OVERLAY. 2. DUCTILE IRON ADJUSTMENT RING AS MANUFACTURED BY ESS BROTHERS AND SONS INC. OR ENGINEER APPROVED EQUAL. LAST REVISED: W.,..od GATE VALVE BOX 11/23/09 ADJUSTMENT RING WM12 Westwood Westwood Professional Services, Inc. 3701 12th Street North, Suite 206 St. Cloud, MN 56303 Phone 320-253-9495 Fax 320-253-8737 Toll Free 1-800-270-9495 westwoodps.com Designed: NM Checked: BCW Drawn: NM Record Drawing by/date: Revision& 12/16/16 - DO 04/24/17 - City Submittal 06/16/17 - City Comments I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota Brad C Wilkening Date: 06/16/17 Prepared for: License Na 26908 CentraCare 1013 Hart Boulevard Monticello, MN 55362 2017 Monticello Hospital Addition Monticello, MN Details Date: 06/16/17 Sheet: 7 OF 8 0008615.00DTF01.dwg Gravel pod(s) MnDOT Class CA -15 or CA -25 Riprop Bedding Original Geotextle fabric grade SECTION B—B (not to scale) Ribbed or Corrugated steel plates Original Geatextie fabric SECTION A—A grade (not to scale) NOTES: Channelize runoff to sediment Sediment Trapping Device trapping device AI a I Ribbed or Corrugated steel plates A A r i= < a � o / / a � jl ED / CD E z ~ 24' B a 3 min. 5 Slope away from W s(l highway t 50' min. r} Match or Right of Way Existing Grade PLAN Title: Commercial Gravel StandardcPlate Library Construction Entrance City O1 Monticello Date: Plate No. 06-14 6002 Revised: Q3-15 TOP Of PRORa3ED SUBGRADE THE TOP 3' SHALL BE COMPACTED AT A MIN OF 100% Of STANDARD PROCTOR DENSITY (MN/DOT 2105) A 1111 OF 2' LIFTS TO BE WETTED AND CONSOLIDATED BY WBRATCRY MEANS AND COMPACTED TO A MIN OF 95% OF STANDARD PROCTOR DENSITY (MINI 2105) 4' C OTED TQ STANMRD -TOR LENS" X TOHDaT THE USE OF HEAVY ROLLER EQUIPMENT COVER 95E e4_ M BEDDING AS PER PEP N/OOi 31 {g,pF C�U �v S GVIAR FOUNDATION WHERE ORDERED BY THE ENGINEER SHOVEL PEACE. AND HAND COMPACT AROUND PIPE TO 12' ABOVE PIPE VIBRATORY COMPACTION REQUIRED EACH SIDE OF PIPE, AS DIRECTED BY THE ENGINEER. Title: AStandard Plate Library Typical Trench Compaction and Class B Bedding City of Monticello Date: I Plate No. Revised; 0.3 1 007 03-15 r III LROCK ACCESS I \ CONCRETE WASHOUT SIGN EARTH BERM MULCH & SEED SILT FENCE NOTE: CONCRETE WASHOUT AREAS WILL HAVE AN IMPERMEABLE LINER TO PREVENT CONCRETE WASHOUT WATER FROM INFILTRATING/CONTACTING WITH SOIL. IMPERMEABLE LINER INCLUDES 10 MIL POLY LINER OR COMPACTED CLAY LINER. WASHOUT SYSTEMS CAN BE USED AS ALTERNATE WASHOUT AREAS. 1.5' MIN SECTION A—A SILT FENCE IMPERMEABLE LINER LAST REVISED: Westwood CONCRETE WASHOUT AREA 08/26/08 GD08 V- Q' OR 5' IN BACK OF CURB IF CGNGREIE WALK OR RnUMIN... PATH ARE HYDRAF DER PRESENT FLAG WATEROUS MODEL 67 HYDRANT W YELLOW OUT Or ORDER TAG TO BE INSTPI.LED ON PUMPER CONNAFTE. RREVCRDACKFF FLMIGIL E EXISTING OR FURIRE STREET ILSs 1TO 2' MM.- CNRB OR GaTT£R L3H, aa ABOVE BVRY VNE (FINISHED GRAN) TINISHEO GRADE r STRiET YALYE BOX AS _ERMUN BUILDING SPEGFIm 1 -�I. 10 2- �INSTALLED BV PRIVATE CONTRACT INSTALLED AS PER CITY CONTRACT' 1�TRACER WIRE LOCATE BOX I o ISI r CROVND LINE PROPOSEp S€[MM SEWER i L_ B'N IT CROSSING 2 EATERS OF y 2'- S' AS REQUIRED AT PIPE CROSSING nn 8'N 20' INSUVTION POLY (4 "1) ITPf�' I TRACER WIRE SPJCE FOR BOri SEE PLATE 20W {5' BEN05 3' DIAMETER BY 3' BEEP PIT CURB BOK STANDPIPE MEGALUG FOR OETALS E (TYPICAL) ME—G A MINIDER HN DF 1 C Y, 1W111N _.0 1/4 STEEL VALVE BOX ADAPTOR COPPER -CVD STEEL AWG 1'2 GA1GE f 2' SPOOL COPPER -CLAD STEEL AWG 12 MEGALU., 1 MINIM C OE 1 C Y. OF 1 f° e I B MEGAMG 1-1/2' CLEAR STONE 4 WITH PROTECTIVE COATING AS TRACER WIRE 30 MIL HIDH OENSth' I GAUGE TRACER WIRE 30 MIL HIGH DENSITY MANUFACTURED BY ADA➢TOR INC. I POLYLTHYLENE GREEN COLORED JACKETPOLYETHYLENE GREEN COLORED JACKET y 01 APPROVED EQUAL I To BE PROVIDED UNDER PRIVATE i TO BE PROVIDE UNDER CITY CONTRACT �MEGPLUG I YEGPLDG I CONTAACr f WAIERMAN 12 VARIES I� 1" COPPER nATERMAIN ____—COPPPR TRAGER WIRE 30 MIL HIGH DENSITY GATE VPLYE TEEN POLYETHLNE GREEN COLORED .1ACKET TNRVS7 WE MUG I TO BE PRONDED UNDER CIT,CONTRACT EN RLSE, NIN' G BLOCKING Jl BTHRUST HYDRANT PRECAST CONCRETE BARE RELOW CATS BLOCKING - AB SPECIFIED S15's 15'x {') VPLVE BEHIND TEE SANRAR'I SERNCE MAINLINE RY ALL PIPE JOINTS 10' OF A SANITARY SEWER BEND SNALL BE RESTRESFPANED USING TIF RO'S- Title: Title: Title: Typical Hydrant Tracer Wire Watermain Offset Standard Plate Library A:tC�andard Plate Library v Installation Standard Plate Library (New Developments) onticello Date: Plate Na. City of Monticello Date: 03-05 Plate No. City of Monticello Date: Plate Na. 03-05 Revised: 2OO 1 I 03-08 \ 03-17 Revised:Q3-15 30'5 \ Revised: 03-17 2045 EXISTING CURB OVERFLOW IS X OF THE CUPH HOX HEIGHT PLAN WIMCC ROAD DRA rl CG -23• HIGH FLOW INLET PROTECTION CURB AND GUTTER MODEL DEFLECTOR PLATE OR CITY APPROVED EQUAL. OVERFLOWIS h OF THE CURB BOX HEIGHT OVERFLOW AT TOP OF FILTER ASSEMBLY ' FOR THE NEW R -3290 -VB STANDARD CASTING, INSTALL WIMCC, ROAD DRAIN CG -3290 OR CITY APPROVED EQUAL. Standard Plate Library City of Monticello FILTER ASSEMBLY 6, ON ER. 6° ON -GRADE 10" AT LOW POINT HIGH-FLOW FABRIC Title: Inlet Protection Catch Basin Insert Date: 03-07 Plate No. Revised: 03-15 6004 / GASKET 2 - S.S. d TAKE-UP CLAMPS EXISTING MANHOLE SNAP -IN POWER SLEEVE rL CORE DRILL HOLE GROUT INVERT L7!� MIN. d d d V p cd d d d a CLEAN SURFACE "PSX" SNAP—IN—SLEEVE OR ACCEPTED EQUAL LAST REVISED: PIPE TO EXISTING MANHOLE 4/19/10 CONNECTION SS12 F� I F - RISE AMOUNT 1" 1.25" 2" I 2.25" 1u� 2.5" 3" 3.5" 1.875" 4" EBS SUPER GLUE ADHESIVE OR APPROVED EQUIVALENT (1/4" BEAD, 360DEGREES) -ADJUSTMENT RING BASECOUR WEAR COURSE -10.5" rSE 10.5" � ---- 1 A ' BASE COURSE I GATE VALVE BOX GATE VALVE BOX-/ NOTE 1. THE HEIGHT OF THE DUCTILE IRON ADJUSTMENT RING IS DETERMINED BY THE THICKNESS OF THE OVERLAY. 2. DUCTILE IRON ADJUSTMENT RING AS MANUFACTURED BY ESS BROTHERS AND SONS INC. OR ENGINEER APPROVED EQUAL. LAST REVISED: W.,..od GATE VALVE BOX 11/23/09 ADJUSTMENT RING WM12 Westwood Westwood Professional Services, Inc. 3701 12th Street North, Suite 206 St. Cloud, MN 56303 Phone 320-253-9495 Fax 320-253-8737 Toll Free 1-800-270-9495 westwoodps.com Designed: NM Checked: BCW Drawn: NM Record Drawing by/date: Revision& 12/16/16 - DO 04/24/17 - City Submittal 06/16/17 - City Comments I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota Brad C Wilkening Date: 06/16/17 Prepared for: License Na 26908 CentraCare 1013 Hart Boulevard Monticello, MN 55362 2017 Monticello Hospital Addition Monticello, MN Details Date: 06/16/17 Sheet: 7 OF 8 0008615.00DTF01.dwg 0 2017 Westwood Professional Services, Inc. C CASTING ADJUSTING RINGS 4"MIN- 12"MAX STANDARD FRAME & COVER INSTA INFRA SHIEUI (OR APPROVED E9UAL)� rROADWAY SURFACE E1(1ERNA� CHIMNEY SEAL ! SEE C VSTANDARD PLATE 4020 FOR COVERER REQUIREMENTS WALL CONSTRUCTION SHALL BE CLASS II PRECAST PIPE, EXCEPT 46" DIA MAY BE �. ASTM C 478 CONCRETE PIPE. SEE MnDOT STANDARD o B' CAST --IN-PLACE ///---I PLATE 3000 (NO TONGUE OR GROOVE AT TOP i= E CONCRETE oR BOTTOM OF THIS SECTION)_ CAST-IN-PI,ACE 4' TO 10' CONCRETE OR MASONRY CONSTRUCTION (BRICK OR BLOCK) ALLOWED ONLY IF APPROVED �`( FNGINEER 9a CONCRETE DOGHOUSE REQUIRED ON OUTSIDE AND INSIDE OF STRUCTURE AND PIPE CONNECTION STRUCTUPF— :: '-\'•I 8" POURED CONCRETE BASE, FOR ALTERNATE PRECAST CONCRETE. J BASE. SEE MnDOT STANDARD PLATE 4011 (MODIFY DIAMETER AND 2' RAISED AREA TO FIT REWIRED DIAMETER. O7 REFER TO STANDARD PLANS FOR HEIGHT AND DIAMETER REQUIRED. �2 MANHOLE STEPS SHALL RE CAST IRON OR MA MODEL PS -I -PF (BY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA REGULATIONS AND SPACED 1R" OC. O MINIMUM STEEL REINFORCEMENT 8' ® EOUIVALENT STEEL AREA IN WIRE MESH ANHOILL MANHOLE,~ MAY BE USED OR PLASTERED OR CATCH EXTERIOR CATCH GENERAL C11MENSIONS FOR CONCRETE APPLY BASIN BASIN TO BRICK AND CONCRETE MASONRY UNIT Dw A CONSTRUCTION ALSO, EXCEPT AS NOTED. SEWFR BRICK (MmMT SPEC 35T5) BLOCK 12" MINIMUM FOR PRECAST, 3 BR C95 OR MASONRY CONSTRUCTION 1 BLOCK MINI MUM FOR MASONRY CONSTUCTION Q REINFORCEMENT AS PER MnDOT SPEC 3301, GRADE 6D. Title: AStandard Manhole for Standard Plate Library Storm Sewer City of Monticello I Dote: Plate No. 03-05 earsoe:03-17 4001 f DOWNSPOUT � 41-1 FOR R O 12" MAXIMUM 8" SCHEDULE 40 PVC Westwood Westwood Professional Services, Inc. 3701 12th Street North, Suite 206 St. Cloud, MN 56303 Phone 320-253-9495 Fax 320-253-8737 Toll Free 1-800-270-9495 westwoodps.com Designed: Checked. Drawn: Record Drawing by/date: Revisions: 12/16/16 — DD 04/24/17 — City Submittal 06/16/17 — City Comments BC I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota. Brad C Wilkening Date 06/16/17 Prepared for: tkem Na 26908 CentraCare 1013 Hart Boulevard Monticello, MN 55362 2017 Monticello Hospital Addition Monticello, MN Details Date: 12/16/16 Sheet: 8 OF 8 0008615.00DTF01.dwg SEE NOTE #2 STRUCTURE LOCATION CASTING TYPE WATER—TIGHT CURB & GUTTER R -3067—L 45° BEND (SCH. 40 PVC) CONNECTION CURB & GUTTER @ LOW POINT R-3067—VB 71O SURMOUNTABLE CURB & GUTTER R-3501 —R AT DRIVEWAY LOCATION STORM SEWER PIPE / STMH IN PAVEMENT OR GREEN SPACE R-1642 STAMPED "STORM SEWER" 1% MINIMUM SLOPE CBMH IN PAVEMENT R-2535 SEE NOTE #2 CBMH IN GREEN SPACE R-4342 CBMH IN VALLEY GUTTER R -3362-L NOTES: 1. FOR ALL DEPTHS OF COVER LESS THAN TWO (2) FEET, PIPE MUST BE SCHEDULE 40 PVC. FOR DEPTHS OF COVER GREATER THAN TWO (2) FEET, FLEXIBLE PIPE MAY BE USED. REFER TO SPECIFICATIONS FOR ALLOWABLE PIPE TYPES. 2. A WATER -TIGHT CONNECTION SHALL BE MAINTAINED WITH ANY TRANSITION FROM SCHEDULE 40 PVC PIPE TO ANY OTHER PIPE TYPE. THE DOWNSPOUT COLLECTOR DRAIN SHALL BE INSTALLED BEFORE THE DOWNSPOUTS ARE INSTALLED ON THE BUILDING. SITEWORK CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK TO, AND INCLUDING, THE RODENT SCREEN. BUILDING CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONNECTION AT THE POINT OF THE RODENT SCREEN. LAST REVISED: LAST REVISED: Westwood STORM SEWER CASTING SCHEDULE 11/14/16 VVleatwood DOWNSPOUT CONNECTION 07/28/15 1 1 ST16 ST19 Westwood Westwood Professional Services, Inc. 3701 12th Street North, Suite 206 St. Cloud, MN 56303 Phone 320-253-9495 Fax 320-253-8737 Toll Free 1-800-270-9495 westwoodps.com Designed: Checked. Drawn: Record Drawing by/date: Revisions: 12/16/16 — DD 04/24/17 — City Submittal 06/16/17 — City Comments BC I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota. Brad C Wilkening Date 06/16/17 Prepared for: tkem Na 26908 CentraCare 1013 Hart Boulevard Monticello, MN 55362 2017 Monticello Hospital Addition Monticello, MN Details Date: 12/16/16 Sheet: 8 OF 8 0008615.00DTF01.dwg ++ + + + + + + + + + + + 0.0 0. 0.0 0 0.0 0. 0.0 0.0 .0 0.0 .0 0 0.0 � 0 0.1 0. ++ + + + + + + + + + + + + + + 0.0 0.0 0. 0.0 .0 0.0 0.0 0 0.0 0.0 0.0 0.0 .1 0.2 0.8 ++ + + + + + + + + + + + W 0.0 0.0 0.0 0. 0. .0 0.0 0.0 0.0 0.0 0 0.0 0.0 0.3 11.8 D . 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Signature Name WILLIAM E. EVANS Date 04/24/17 Registration Number 42386 REVISIONS No. Date Description THIS SHEET MAY BE A REDUCED COPY. THE BAR ABOVE IS 1" LONG ON A FULL SIZE SHEET. DRAWING SCALES APPLY TO FULL SIZE SHEETS. Date: 04/24/17 Drawn: CT Checked: WE SHEET TITLE SITE PLAN PHOTOMETRICS Sheet Number: E1 Project Number: 12571-16015 COPYRIGHT © 2014 DUNHAM ASSOCIATES, INC. CENTRACARE HEALTH MONT • • • • • • • • • • LOBBY & CANOPY 1013 HART BLVD, MONTICELLO, MN 55362 - 71 CELLO PROJECT DIRECTORY OWNER CENTRACARE HEALTH 1107 HART BLVD MONTICELLO, MN 55362 PHONE: (320) 251-2700 ext: 58470 CONTACT: LENORE LEMKE STRUCTURAL CLARK ENGINEERING CORPORATION 621 LILAC D R. N. MINNEAPOLIS, MN 55422 PHONE: (763) 545-9196 CONTACT: CORY CASPERSON GENERAL CONTRACTOR MCGOUGH CONSTRUCTION 2737 FAIRVIEW AVE N ST. PAUL, MN 55113 PHONE: (651) 634-7747 CONTACT: BRAD SMITH ARCHITECT POPE ARCHITECTS 1295 BANDANA BLVD. N. / SUITE 200 ST. PAUL, MN 55108 PHONE: (651) 642-9200 CONTACT: DENTON MACK CIVIL (OWNER CONSULTANT) WESTWOOD MULTI -DISCIPLINED SURVEYING & ENGINEERING 3701 12TH ST N, SUITE 206 ST. CLOUD, MN 56303 PHONE: (320) 253-9495 CONTACT: BRAD WILKENING MECH./ ELEC. (OWNER CONSULTANT) DUNHAM 50 S. SIXTH ST. / SUITE 1100 MINNEAPOLIS, MN 55402 PHONE: (612) 465-7550 CONTACT: KURT THEN (MECH) WILL EVANS (ELEC) VICINITY MAP 1013 HART BLVD. � J MONTICELLO, MN NORTH POPE ARCHITECTS, INC. 1295 BANDANA BLVD N, SUITE 200 ST. PAUL, MN 55108-2735 (651) 642-9200 1 FAX (651) 642-1101 www.popearch.com COYTIZACARiE Health Mon ti ce i o CENTRA CARE HEALTH PHASE LOBBY& CANOPY 1013 Hart Boulevard, Monticello, MN 55362 TITLE SHEET ssues and Revisions: CONSTRUCTION DOCS 05/19/17 Commission No: 12571-17049 Drawn b�: MB Checked A A DEM SHEET iku 0 TRUE SHEET SCALE SHEET INDEX - LOBBY O N N r 0 U) 0 0 Z 0 D Z SHEET NUMBER SHEET NAME U GENERAL AO.1 TITLE SHEET • AO.2 CODE DATA, PARTITION TYPES, ABBREVIATIONS • AO.3 CODE DATA AND CODE PLANS • AO.4 MAIN LEVEL CODE PLAN & SUITE/EXITING PLAN • CIVIL 1 REMOVAL PLAN • 2 SITE PLAN • 3 UTILITY PLAN • 4 GRADING PLAN • 5 EROSION CONTROL PLAN • 6 LANDSCAPE PLAN • 7 DETAILS • 8 DEATILS • STRUCTURAL SO.0 GENERAL NOTES • SO.1 GENERAL SPECIAL INSPECTION SCHEDULES • S1.0 FOUNDATION & MAIN LEVEL FRAMING PLANS • S2.0 2ND FLOOR/ CANOPY ROOF FRAMING PLAN • ARCHITECTURAL A2.1 MAIN LEVEL LOBBY & CANOPY DEMOLITION FLOOR PLAN • A2.2 ENLARGED LOBBY PLAN • A2.3 ENLARGED ENTRANCE • A3.1 EXTERIOR ELEVATIONS & ROOF PLAN • A5.1 BUILDING SECTIONS • A5.2 CANOPY SECTIONS & ELEVATIONS • A5.3 CANOPY DETAILS • A6.1 DETAILS • A7.1 OPENING SCHEDULE, DOOR TYPES, FRAME TYPES • A8.1 TYPICAL MOUNTING HEIGHTS, INTERIOR ELEVATIONS & DETAILS • A8.2 INTERIOR ELEVATIONS • A8.3 INTERIOR DETAILS • A9.1 MAIN LEVEL — REFLECTED DEMOLITION CEILING PLAN • A9.2 MAIN LEVEL — REFLECTED CEILING PLAN • A10.1 INTERIOR MATERIAL IDENTIFICATION & ABBREVIATIONS • A10.2 FINISH PLANS • A11.1 MAIN LEVEL FURNITURE PLAN — FOR REFERENCE ONLY • MECHANICAL MO MECHANICAL TITLE SHEET • M1 FIRST LEVEL HVAC DEMOLITION PLAN • M2 FIRST LEVEL HVAC PIPING DEMOLITION PLAN • M3 LOWER LEVEL HVAC PIPING PLAN • M4 FIRST LEVEL HVAC PIPING PLAN • M5 FIRST LEVEL HVAC PLAN • M6 MECHANICAL DETAILS • M7 MECHANICAL AND ELECTRICAL SCHEDULES • PLUMBING P1 LOWER LEVEL PLUMBING DEMOLITION PLAN • P2 FIRST LEVEL FIRE PROTECTION DEMOLITION PLAN • P3 FIRST LEVEL PLUMBING DEMOLITION PLAN • P4 LOWER LEVEL PLUMBING PLAN • P5 FIRST LEVEL FIREPROTECTION PLAN • P6 FIRST LEVEL PLUMBING PLAN • P7 PLUMBING RISER DIAGRAMS • P8 PLUMBING SCHEDULES AND DETAILS • ELECTRICAL EO ELECTRICAL TITLE SHEET • E1 FIRST LEVEL LIGHTING DEMOLITION PLAN • E2 FIRST LEVEL POWER DEMOLITION PLAN • E3 FIRST LEVEL SIGNAL DEMOLITION PLAN • E5 FIRST LEVEL LIGHTING PLAN • E6 FIRST LEVEL POWER PLAN • E7 FIRST LEVEL SIGNAL PLAN • E8 LIGHTING SCHEDULE • E9 ELECTRICAL RISER AND SCHEDULES • • • • • • • • • • • LOBBY & CANOPY 1013 HART BLVD, MONTICELLO, MN 55362 - 71 CELLO PROJECT DIRECTORY OWNER CENTRACARE HEALTH 1107 HART BLVD MONTICELLO, MN 55362 PHONE: (320) 251-2700 ext: 58470 CONTACT: LENORE LEMKE STRUCTURAL CLARK ENGINEERING CORPORATION 621 LILAC D R. N. MINNEAPOLIS, MN 55422 PHONE: (763) 545-9196 CONTACT: CORY CASPERSON GENERAL CONTRACTOR MCGOUGH CONSTRUCTION 2737 FAIRVIEW AVE N ST. PAUL, MN 55113 PHONE: (651) 634-7747 CONTACT: BRAD SMITH ARCHITECT POPE ARCHITECTS 1295 BANDANA BLVD. N. / SUITE 200 ST. PAUL, MN 55108 PHONE: (651) 642-9200 CONTACT: DENTON MACK CIVIL (OWNER CONSULTANT) WESTWOOD MULTI -DISCIPLINED SURVEYING & ENGINEERING 3701 12TH ST N, SUITE 206 ST. CLOUD, MN 56303 PHONE: (320) 253-9495 CONTACT: BRAD WILKENING MECH./ ELEC. (OWNER CONSULTANT) DUNHAM 50 S. SIXTH ST. / SUITE 1100 MINNEAPOLIS, MN 55402 PHONE: (612) 465-7550 CONTACT: KURT THEN (MECH) WILL EVANS (ELEC) VICINITY MAP 1013 HART BLVD. � J MONTICELLO, MN NORTH POPE ARCHITECTS, INC. 1295 BANDANA BLVD N, SUITE 200 ST. PAUL, MN 55108-2735 (651) 642-9200 1 FAX (651) 642-1101 www.popearch.com COYTIZACARiE Health Mon ti ce i o CENTRA CARE HEALTH PHASE LOBBY& CANOPY 1013 Hart Boulevard, Monticello, MN 55362 TITLE SHEET ssues and Revisions: CONSTRUCTION DOCS 05/19/17 Commission No: 12571-17049 Drawn b�: MB Checked A A DEM SHEET iku 0 TRUE SHEET SCALE LL 1998 P 2003 1998 1998 6.0 8.5 J L 61- 4.1 1998 1998 1998 1998 1998 12 15 20 IV W U 1 D14 4.13 W 7,94° l I 4.15 4 6 <,—LL 1998 �u _i n03=— WORKPOINT LOCATED AT EXISTING OUTSIDE CORNER OF BRICK 4.12 4.11 W -U ;i14" 54'-U ;514" � b9' -IU 114" �F z zv co co 44'-31/2" N.T.S. C.P. 5 MAIN LEVEL - CANOPY LAYOUT A2.3 1/891 — 1 1-011 TRUE PROJECT NORTH NORTH 1964 1998 1998 1998 1998 (2) 6.0 V5 12 15 LL 1 w 998 - 2003 L e d n LANDSCAPING A5.2 AREA, SEE CIVIL TyP_ 3.1 P 2003 14 e _ 14 d G a ' ZERO CURB ATDROP I HEATED SIDEWALK - V-6" �4 18" DIA x 52" HIGH ROUND ARCH. PRECAST BOLLARD -1.. - "� 4" DIA. STEEL PIPE EMBED 00, CONCRETE SIDEWALK e GRANULAR BASE M CONC. PIER 0 co 3 BOLLARD SECTION A2.3 p 1/211 = 1 1-011 I y 101/2" T _ 1 1/2-13 INSERT (4) 4" X 14" CORE 3 A2.3 2 BOLLARD TOP VIEW A2.3 1/211 = 1 1-011 1998 1998 1998 20 U V d a ° d 1LANDSCAPING ' AREA, SEE CIVIL ' / 1 1 _ EXISTING STOOP � •P 2003 SEE STRUCTURAL OFF AREA SEE CIVILARCH PRECAST SEE SITE PLAN &ONC TYP d BOLLARDS (TYP) A5.2 MECH n A Q / I 7.94° 7.94° .................... 16, (a ...................... 1 MAIN LEVEL - ENLARGED ENTRANCE A2.3 1/4 If = 11-011 A5.2 A .2 I 7.94° 4.15 X94° 2003 L <'LL1998 TRUE PROJECT NORTH NORTH POPE ARCHITECTS, INC. 1295 BANDANA BLVD N, SUITE 200 ST. PAUL, MN 55108-2735 (651) 642-9200 1 FAX (651) 642-1101 www.popearch.com CENTRACARE Health Mon ti ce i o CENTRA CARE HEALTH PHASE LOBBY& CANOPY 1013 Hart Boulevard, Monticello, MN 55362 L� LOBB LOBBY MAIN LEVEL KEY PLAN ENLARGED ENTRANCE ssues and Revisions: CONSTRUCTION DOCS 05/19/17 Commission No: 12571-17049 Drawn b�: MB Checked ^DEM SHEET TRUE SHEET SCALE P 2003 WQ 03 ROOF PLAN A3. 1 1/811 /V11 = 1 1-011 ELECTRICAL OUTLETS TO BE PROVIDED ON EACH END OF CANOPY. COORDINATE EXACT LOCATION WITH SIGNAGE VENDOR P2003 ISLOPE GUTTER I TO DRAIN ADHERED MEMBRANE CIV RO.OF SYSTEM N SLOPE DOWN X SLOPE DOWN GUTTER, FULL LENGTH OF CANOPY Li BUILT-UP ROOF EDGE 3.11112 � \ 4.14 4.13 1 .15 4.16 A5.2 4.10 2 4.17 A5.2 4.18 MP -1 COMPOSITE ALUMINUM PANELS (TYP.) SLOPE DOWN - TRUE PROJECT NORTH NORTH EXTERIOR MATERIAL FINISH SCHEDULE MATERIAL ID MATERIAL MANUFACTURER FINISH COLOR NOTES PCAST - 1 ARCHITECTURAL MATCH EXIST MATCH EXIST PRECAST COMPOSITE CHAMPAGNE (MATCH EXIST) MP 1 ALCOA / REYNOBOND ALUMINUM PANEL MP -2 METAL PANEL PAC CLAD MATCH EXIST FLASH - 1 CAP FLASHING MATCH EXIST AFS -1 ALUMINUM WINDOW KAWNEER MATCH EXIST MATCH EXIST THERMALLY BROKEN FRAMES UTILITY BRICK (U.N.O.) FB -1 FACE BRICK BELDEN MATCH EXIST MARYSVILLE SEE ELEV'S FOR MODULAR LOCATIONS CONTACT GREG SEABURG n METROBRICK MODULAR FB -2 FACE BRICK BELDEN MATCH EXIST CONCORD CLEAR CONTACT GREG SEABURG @ METROBRICK LOCATION OF EXISTING CANOPY, PATCH/REPAIR BRICK TO MATCH EXISTING RECONFIGURE EXISTING STOREFRONT INFILLS FOR NEW OPENING SIZE (OR NEW)=III 1=III 1=1-I 1 NEW BRICK INFILL AT EXISTING OPENINGS, MATCH EXISTING 9 A6.1 COMPOSITE ALUMINUM PANEL AROUND EXISTING COLUMN, MATCH WINDOW SYSTEM COLOR 02 SOUTH ELEVATION - LOBBY ENTRANCE A3.1 1/811 = 1 1_011 1998 1964 1964 1998 1998 1998 1998 1900 1998 1998 1985 1998 6.0 (7) (9) 11 12 V 15 16 w 20 V V. 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PAUL, MN 55108-2735 (651) 642-9200 1 FAX (651) 642-1101 www.popearch.com CENTRACARE Health onticedo CENTRA CARE HEALTH PHASE LOBBY& CANOPY 1013 Hart Boulevard, Monticello, MN 55362 L -J LOBB LOBBY MAIN LEVEL KEY PLAN EXTERIOR ELEVATIONS & ROOF PLAN ssues and Revisions: CONSTRUCTION DOCS 05/19/17 Commission No: 12571-17049 Drawn b�: MB Checked b�, DEM SHEET 4&04 TRUE SHEET SCALE r 1 4.15 A5.2 2 A5.2 ROOF &GUTTER METAL PANEL SOFFIT (AT BUILDING CONNECTIONS) —� METAL PANEL \ SECOND LEVEL a 110'-7112" PRECAST \ CONCRETE CAP ARCH PRECAST CONCRETE METAL PANEL ACCESS COVER FACE BRICK (FB -1 MODULAR) 2 \ \ A5.3 , d : a_ ARCH PRECAST -4 MAIN LEVEL 100'-0" 5 COLUMN ASSEMBLY BACK ELEVATION A5.2 1/2 „ = 1,_0„ EXISTING BUILDING 4.11 4.15 1 2 A5.2 ?A5.2 4 COLUMN ASS A5.2 1/2 " = 1 '-0" 18'4' EMBLY ELEVATION \ J' -U" 13'4" } STEEL ROOF DECK - SEE STRUCTURAL \ ADHERED MEMBRANE ROOF FLASHING OVER 11/2" INSULATION SIM \ TO BUILDING 9 STEEL PURLIN W/ FIREPROOFING GUTTER -SEE STRUCTURAL �f 1 \�--- -- 6 A5.3 I MPOSITE ALUMINUM PANEL MP -1 I I PRECAST `d CONCRETE CAP 7" ARCH PRECAST CONCRETE UP LIGHTS AT COLUMNS (TYP.) —�► ---- STRUCTURAL COLUMN < ° d (SEE STRUCTURAL) SOFFIT a' a \ FACE BRICK �— (FB -1 MODULAR) LL\C, Cfl - °4 _ - 00 cc da e LL a \ LL - a L ~ 'L LLI LLI - a \ _ ARCH PRECAST : CONC. COMPOSITE ALUMINUM PANELS STRUCTURAL STEEL W/ FIREPROOFING (TAPERED)- SEE STRUCTURAL e e.,a - •a � 1,d. a o d: -4't0"4" a' d O d ° d n ;:r - 'd- _ a4 d d ' 2 CANOPY SECTION COLUMN A5.2 1 /2" = 1'-0" PARAPET 123'-0" SECOND LEVEL 110'-7112" MAIN LEVEL 100'-0" GUTTER BEYOND RETURN METAL PANE COLUMN ASSEMBLY 2'-11 314" 13'-0" 4.10 I CONCRETE CAP_ d d ARCH PRECAST CONCRETE I I I I I I 1 I UP -LIGHTS AT I COLUMNS (TYP.) I I I I I I I I I I I I I I 3 ELEVATION AT CANOPY END A5.2 1/2 If = 1 '-0" FACE BRICK (FB -1 MODULAR) - ARCH PRECAST CONC. 4.11 EXISTING BUILDING 16-7" I I 1S4, BEYOND STEEL ROOF DECK SEE STRUCTURAL s A5.3 1 ADHERED MEMBRANE ROOF OVER GUTTER W/ PROTECTION BOARD AND 1" INSULATION DEFLECTION FLASHING 9 A5.3 STEEL PURLIN W/ FIREPROOFING TO BUILDING SEE STRUCTURAL � I EXISTING WALL OPENING I I I (SILL HEIGHT VARIES), INFILL TO MATCH \ EXISTING AS REQ'D �- COMPOSITE ALUMINUM \ PANEL MP -1 1 A5.3 PRECAST 71� 1� CONCRETE CAP ARCH PRECAST CONCRETE I I I I I I I I UP -LIGHTS AT / - I COLUMNS (TYP.) II I I I I I I I I I I II FACE BRICK I I (FB -1 MODULAR) I I I I I I I - II I I I I I I I I I I II 0 II II I II I II I II I II I III III I II I II I II I II I II I� II II I II I II I II I II I III II I I I I I I I I I I II II I I I I I I I I I I II I I I I I I 2 A5.3 I I I I I I I V I ARCH PRECAST CONC. ' d d_ CANOPY SECTION A5.2 1 /2" = 1'_0" 4.10 7„ 4 A5.3 2^ 112!' T y 15° 00. DOWNLIGHT, MOUNT VERTICALLY, SEE REFLECTED CEILING PLAN FOR LOCATIONS COMPOSITE ALUMINUM PANELS SEE RCP COMPOSITE ALUMINUM PANELS BEYOND I STRUCTURAL STEEL W/ FIREPROOFING (TAPERED)- SEE STRUCTURAL 1 18" DIAMETER PRECAST CONCRETE BOLLARDS (TYP) STEEL PIPE TO SET IN CONC., PIER TO 5'-0" BELOW GRADE SECOND LEVEL 110-7112" MAIN LEVEL OIL 100'-0" PARAPET 123'-0" SECOND LEVEL 110'-7112" MAIN LEVEL 100'-0" POPE ARCHITECTS, INC. 1295 BANDANA BLVD N, SUITE 200 ST. PAUL, M N 55108-2735 (651) 642-9200 1 FAX (651) 642-1101 www.popearch.com ENTMCAR E Health onticedo CENTRA CARE HEALTH PHASE LOBBY & CANOPY 1013 Hart Boulevard, Monticello, MN 55362 u \ \ LOBB LOBBY MAIN LEVEL KEY PLAN CANOPY SECTIONS & ELEVATIONS SSU2S anh RPVijinnC: CONSTRUCTION DOCS 05/19/17 Commission No: 12571-17049 Drawn JEM Checked DEM SHEET TRUE SHEET SCALE 0" SLOPED METAL PANEL �— METAL PANEL O SECOND LEVEL 110'-7112" ° I PRECAST I / � CONCRETE CAP I \ ARCH PRECAST CONCRETE UP -LIGHTS AT I II 1 1 1 1 1 1 1 COLUMNS (TYP.) I I I I FACE BRICK I I I I I I I I I (FB -1 MODULAR) I I I I I _L I I I I -7-L I I 2\ A5.3 I I I I II 1 1 1 1 1 1 1 I I I I I I I I ARCH PRECAST ° CONC. MAIN LEVEL gL- I 100'-0" 4 COLUMN ASS A5.2 1/2 " = 1 '-0" 18'4' EMBLY ELEVATION \ J' -U" 13'4" } STEEL ROOF DECK - SEE STRUCTURAL \ ADHERED MEMBRANE ROOF FLASHING OVER 11/2" INSULATION SIM \ TO BUILDING 9 STEEL PURLIN W/ FIREPROOFING GUTTER -SEE STRUCTURAL �f 1 \�--- -- 6 A5.3 I MPOSITE ALUMINUM PANEL MP -1 I I PRECAST `d CONCRETE CAP 7" ARCH PRECAST CONCRETE UP LIGHTS AT COLUMNS (TYP.) —�► ---- STRUCTURAL COLUMN < ° d (SEE STRUCTURAL) SOFFIT a' a \ FACE BRICK �— (FB -1 MODULAR) LL\C, Cfl - °4 _ - 00 cc da e LL a \ LL - a L ~ 'L LLI LLI - a \ _ ARCH PRECAST : CONC. COMPOSITE ALUMINUM PANELS STRUCTURAL STEEL W/ FIREPROOFING (TAPERED)- SEE STRUCTURAL e e.,a - •a � 1,d. a o d: -4't0"4" a' d O d ° d n ;:r - 'd- _ a4 d d ' 2 CANOPY SECTION COLUMN A5.2 1 /2" = 1'-0" PARAPET 123'-0" SECOND LEVEL 110'-7112" MAIN LEVEL 100'-0" GUTTER BEYOND RETURN METAL PANE COLUMN ASSEMBLY 2'-11 314" 13'-0" 4.10 I CONCRETE CAP_ d d ARCH PRECAST CONCRETE I I I I I I 1 I UP -LIGHTS AT I COLUMNS (TYP.) I I I I I I I I I I I I I I 3 ELEVATION AT CANOPY END A5.2 1/2 If = 1 '-0" FACE BRICK (FB -1 MODULAR) - ARCH PRECAST CONC. 4.11 EXISTING BUILDING 16-7" I I 1S4, BEYOND STEEL ROOF DECK SEE STRUCTURAL s A5.3 1 ADHERED MEMBRANE ROOF OVER GUTTER W/ PROTECTION BOARD AND 1" INSULATION DEFLECTION FLASHING 9 A5.3 STEEL PURLIN W/ FIREPROOFING TO BUILDING SEE STRUCTURAL � I EXISTING WALL OPENING I I I (SILL HEIGHT VARIES), INFILL TO MATCH \ EXISTING AS REQ'D �- COMPOSITE ALUMINUM \ PANEL MP -1 1 A5.3 PRECAST 71� 1� CONCRETE CAP ARCH PRECAST CONCRETE I I I I I I I I UP -LIGHTS AT / - I COLUMNS (TYP.) II I I I I I I I I I I II FACE BRICK I I (FB -1 MODULAR) I I I I I I I - II I I I I I I I I I I II 0 II II I II I II I II I II I III III I II I II I II I II I II I� II II I II I II I II I II I III II I I I I I I I I I I II II I I I I I I I I I I II I I I I I I 2 A5.3 I I I I I I I V I ARCH PRECAST CONC. ' d d_ CANOPY SECTION A5.2 1 /2" = 1'_0" 4.10 7„ 4 A5.3 2^ 112!' T y 15° 00. DOWNLIGHT, MOUNT VERTICALLY, SEE REFLECTED CEILING PLAN FOR LOCATIONS COMPOSITE ALUMINUM PANELS SEE RCP COMPOSITE ALUMINUM PANELS BEYOND I STRUCTURAL STEEL W/ FIREPROOFING (TAPERED)- SEE STRUCTURAL 1 18" DIAMETER PRECAST CONCRETE BOLLARDS (TYP) STEEL PIPE TO SET IN CONC., PIER TO 5'-0" BELOW GRADE SECOND LEVEL 110-7112" MAIN LEVEL OIL 100'-0" PARAPET 123'-0" SECOND LEVEL 110'-7112" MAIN LEVEL 100'-0" POPE ARCHITECTS, INC. 1295 BANDANA BLVD N, SUITE 200 ST. PAUL, M N 55108-2735 (651) 642-9200 1 FAX (651) 642-1101 www.popearch.com ENTMCAR E Health onticedo CENTRA CARE HEALTH PHASE LOBBY & CANOPY 1013 Hart Boulevard, Monticello, MN 55362 u \ \ LOBB LOBBY MAIN LEVEL KEY PLAN CANOPY SECTIONS & ELEVATIONS SSU2S anh RPVijinnC: CONSTRUCTION DOCS 05/19/17 Commission No: 12571-17049 Drawn JEM Checked DEM SHEET TRUE SHEET SCALE 0" ALUMINUM STOREFRONT SYSTEM, SEE ELEVATION ------ REUSE/RELOCATE EXISTING STONE SILL CAP MEMBRANE, SEAL UNDER MEMBRANE EACH SIDE --- REGLET FLASHING IN MORTAR JOINT, TYP NEW BRICK TO MATCH EXISTING SEE NEW CMU BLOCK CORE j ELEVATION FOR LOCATIONS / PREFINISHED METAL FLASHING TO BUILDING MEMBRANE, / SLOPE BUILDING, SEE ROOF PLAN FOR LOCATION &EXTENTS LAP OVER TOP OF CMU — — — SELF -ADHERED MEMBRANE FLASHING — r OVER WOOD BLOCKING & UP WALL TO - COUNTERFLASHING /I WOOD CANOPY T P OVKIN ROOFING SYSTEM IDE SLOPE /.� --- ` f SLOPED TOP OF o x� GUTTER, 114" / FOOT, 12" AT DEEPEST POINT STEEL PURLIN, SEE STRUCTURAL ui /I % '0 FOR SIZE AND LOCATION PROVIDE FRAMING W/ SLIP CONNECTION VARIES 3" 71/4" l ALUMINUM GUTTER, FOLLOW FORMED TO WALL j « CURVE AT CANOPY / VARIH� I I� II C3x4.1 CHANNELS, SEE o� II STRUCTURAL SEAL AT UNDERSIDE OF WEEP FRAMING AS REQ'D FOR 1 PANEL ASSEMBLY EXISTING EXTERIOR WALL CANOPY SOFFIT / ELEV. =1 " 1/2 VARIES _ 1/4 6 314" 1/4" Tl�� T1T� COMPOSITE ALUMINUM PANELS, MP -1 PERFORATED PANEL W/ WEEPS, 40% OPEN. 9 CANOPY DETAIL AT EXISTING BUILDING FOLLOW LINE OF GUTTER, SEE RCP A5.3 311 = 11-011 STEEL COLUMN, SEE STRUCTURAL --------- COMPOSITE METAL PANEL, FRAME AS REQ'D _- STONE CAP (STN -1) DRAIN PIPE, WHERE OCCURS -I COMPOSITE METAL PANEL 1 1/2" 6 CANOPY DETAIL AT COLUMN CAP A5.3 1 1/2 if = 11-011 4.11 METAL PANEL, REMOVABLE CONCRETE ENCASED STEEL / °. �a.d =' ° a ° °, °Q - as '� --_-- BRICK, SEE ELEVATIONS & COLUMN, SEE STRUCTURAL -------------- a a -`° °° '_ - ; = SECTIONS FOR EXTENTS DRAINAGE FLASHING AT BASE OF <N ° a ' :' °-° ° ° ' d= °a ; ' ° a ' ° MEMB. THRU-WALL FLASHING METAL PANEL, SET IN SEALANT a d ° / °;$ - &COTTON WEEPS 1 1,PRECAST STONE DRAINAGE PIPE, WHERE OCCURS, /• °_ ° _ . ° ° . _ ° a : n ' CONNECT TO STORM SEWER GROUT CAVITY SOLID PRECAST STONE BASE - �'_ a=21/ ,db \ CONCRETE WALK, SEE PLAN «AMAIN LEVEL 100'-0" d A5.2 P. MATERIAL ,c- d °,•' ° ° d ° _ °d 4,7 4. d e 2'-0" 2'-0" 3 CANOPY DETAIL AT COLUMN BASE A5.3 1 1/2 if = 11-011 a FLASHING, SEE ROOF PLAN FOR LOCATION & EXTENTS all 7" CANOPY ROOFING SYSTEM VARIES .� SII IT SLOPED TOP OF GUTTER, 114" / FOOT, 12" AT DEEPEST POINT C? STEEL PURLIN, SEE STRUCTURAL FOR SIZE AND LOCATION ALUMINUM GUTTER, FOLLOW CURVE AT CANOPY II II I� C3x4.1 CHANNELS, SEE STRUCTURAL -- -- FRAMING AS REQ'D FOR PANEL ASSEMBLY COMPOSITE ALUMINUM PANELS, MP -1 CANOPY SOFFIT ELEV. =112'-10" 51/2" 114" 6 3/4" 1 - PERFORATED PANEL W/ WEEPS, 40% OPEN. FOLLOW LINE OF GUTTER, SEE RCP s CANOPY DETAIL AT GUTTER A5.3 311 = 11-011 4.10 BUILT-UP EDGE BLOCK, WRAP ROOFING MEMBRANE OVER BLOCKING 2!' ROOFING ASSEMBLY 5 CANOPY DETA A5.3 311 = 11-011 7" THIS PANEL FOLLOWS THE LINE OF THE ADJACENT EDGE N_ TAPERED BEAM W/ FIREPROOFING, SEE STRUCT IL AT BEAM NOSE 1'-9" BUILT-UP EDGE BLOCK, WRA ROOFING MEMBRANE OVER BLOCKING PANEL FRAMING AS REC 12" �k 4" r 2" 5112" SECOND LEVEL 110'-71 /2" 2'-0" 2'-0" i� 4'-0" 11/2" 6 CANOPY DETAIL AT COLUMN CAP A5.3 1 1/2 if = 11-011 4.11 METAL PANEL, REMOVABLE CONCRETE ENCASED STEEL / °. �a.d =' ° a ° °, °Q - as '� --_-- BRICK, SEE ELEVATIONS & COLUMN, SEE STRUCTURAL -------------- a a -`° °° '_ - ; = SECTIONS FOR EXTENTS DRAINAGE FLASHING AT BASE OF <N ° a ' :' °-° ° ° ' d= °a ; ' ° a ' ° MEMB. THRU-WALL FLASHING METAL PANEL, SET IN SEALANT a d ° / °;$ - &COTTON WEEPS 1 1,PRECAST STONE DRAINAGE PIPE, WHERE OCCURS, /• °_ ° _ . ° ° . _ ° a : n ' CONNECT TO STORM SEWER GROUT CAVITY SOLID PRECAST STONE BASE - �'_ a=21/ ,db \ CONCRETE WALK, SEE PLAN «AMAIN LEVEL 100'-0" d A5.2 P. MATERIAL ,c- d °,•' ° ° d ° _ °d 4,7 4. d e 2'-0" 2'-0" 3 CANOPY DETAIL AT COLUMN BASE A5.3 1 1/2 if = 11-011 a FLASHING, SEE ROOF PLAN FOR LOCATION & EXTENTS all 7" CANOPY ROOFING SYSTEM VARIES .� SII IT SLOPED TOP OF GUTTER, 114" / FOOT, 12" AT DEEPEST POINT C? STEEL PURLIN, SEE STRUCTURAL FOR SIZE AND LOCATION ALUMINUM GUTTER, FOLLOW CURVE AT CANOPY II II I� C3x4.1 CHANNELS, SEE STRUCTURAL -- -- FRAMING AS REQ'D FOR PANEL ASSEMBLY COMPOSITE ALUMINUM PANELS, MP -1 CANOPY SOFFIT ELEV. =112'-10" 51/2" 114" 6 3/4" 1 - PERFORATED PANEL W/ WEEPS, 40% OPEN. FOLLOW LINE OF GUTTER, SEE RCP s CANOPY DETAIL AT GUTTER A5.3 311 = 11-011 4.10 BUILT-UP EDGE BLOCK, WRAP ROOFING MEMBRANE OVER BLOCKING 2!' ROOFING ASSEMBLY 5 CANOPY DETA A5.3 311 = 11-011 7" THIS PANEL FOLLOWS THE LINE OF THE ADJACENT EDGE N_ TAPERED BEAM W/ FIREPROOFING, SEE STRUCT IL AT BEAM NOSE 1'-9" BUILT-UP EDGE BLOCK, WRA ROOFING MEMBRANE OVER BLOCKING PANEL FRAMING AS REC 12" �k 15° 4.13 VARIES 1'-0" CFF RnnF PI AN CANOPY ROOFING ASSEMBLY 111111 CII II�IIIIIIIIIIIIIIIIIIII III III IIIIIIIII IIIIIIII III III 11111'1 IIIII�IIIIIIIIIII r METAL PANEL, MP -1 STEEL PURLIN, SEE STRUCTURAL CO LL LLI LL cp 7 CANOPY DETAIL AT END OVERHANG A5.3 311 = 11-011 COMPOSIT METAL PANEL, MP -1 FURRING/FRAMING FOR PANELS AS REQ'D 2'-8" MP -1 METAL PANEL ACCESS SEALANT AND BACKER ROD COVER, TYPICAL AT ALL COLUMNS ATTACHMENT ANGLES AS REQ'D DOWN SPOUT, SEE PLAN FOR LOCATIONS, PROVIDE / HEAT TRACING TAPE l xx ° CONCRETE ENCASED STEEL d' COLUMN, SEE STRUCTURAL z( 1141 O D11 e° FACE BRICK OR PRECAST, SEE xx ELEVATIONS FOR EXTENTS OF FINISHES d , d ° ° d - pd. 4.17 SIMILAR AT GRIDS 4.13-4.17 2 CANOPY COLUMN DETAIL A5.3 1 1/2 If = 1 1-011 C 4.10 7" rAIVtL rKAIVIIIVIi bi M/ NUr-KJ Ao r%rU U 4 CANOPY NOSE DETAIL A5.3 311 = 11-011 C? 2'-11" 1'-5 112" 11 5 112" 1'-U" T Jt �Ik y n I 1'-5 112" BUILT-UP EDGE BLOCK, WRAP ROOFING MEMBRANE OVER BLOCKING PANEL FRAMING AS REQ'D 'URLIN W/ DOFING, SEE -URAL 'ANEL, 40 b 112" 40 40 DOWNSPOUT WHERE nrrl IRS - SEE ANICAL AST STONE CAP ✓u n I I CANOPY CO A5.3 1 1/2 If = 1 1-011 COLUMN, SEE ',TURAL AST JOINT 'OSITE METAL PANELS --_-- LINE OF PIER BELOW 4.15 SIMILAR AT GRIDS 4.13 - 4.17 LUMN DETAIL AT TOP POPE ARCHITECTS, INC. 1295 BANDANA BLVD N, SUITE 200 ST. PAUL, M N 55108-2735 (651) 642-9200 1 FAX (651) 642-1101 www.popearch.com ENTMCAR E Health onticelio CENTRA CARE HEALTH PHASE LOBBY & CANOPY 1013 Hart Boulevard, Monticello, MN 55362 LOBBY MAIN LEVEL KEY PLAN CANOPY DETAILS SSae$ and ReViSiOnS: CONSTRUCTION DOCS 05/19/17 Commission No: 12571-17049 Drawn Author Checked bv, ecker SHEET TRUE SHEET SCALE 0" 4" r 15° 4.13 VARIES 1'-0" CFF RnnF PI AN CANOPY ROOFING ASSEMBLY 111111 CII II�IIIIIIIIIIIIIIIIIIII III III IIIIIIIII IIIIIIII III III 11111'1 IIIII�IIIIIIIIIII r METAL PANEL, MP -1 STEEL PURLIN, SEE STRUCTURAL CO LL LLI LL cp 7 CANOPY DETAIL AT END OVERHANG A5.3 311 = 11-011 COMPOSIT METAL PANEL, MP -1 FURRING/FRAMING FOR PANELS AS REQ'D 2'-8" MP -1 METAL PANEL ACCESS SEALANT AND BACKER ROD COVER, TYPICAL AT ALL COLUMNS ATTACHMENT ANGLES AS REQ'D DOWN SPOUT, SEE PLAN FOR LOCATIONS, PROVIDE / HEAT TRACING TAPE l xx ° CONCRETE ENCASED STEEL d' COLUMN, SEE STRUCTURAL z( 1141 O D11 e° FACE BRICK OR PRECAST, SEE xx ELEVATIONS FOR EXTENTS OF FINISHES d , d ° ° d - pd. 4.17 SIMILAR AT GRIDS 4.13-4.17 2 CANOPY COLUMN DETAIL A5.3 1 1/2 If = 1 1-011 C 4.10 7" rAIVtL rKAIVIIIVIi bi M/ NUr-KJ Ao r%rU U 4 CANOPY NOSE DETAIL A5.3 311 = 11-011 C? 2'-11" 1'-5 112" 11 5 112" 1'-U" T Jt �Ik y n I 1'-5 112" BUILT-UP EDGE BLOCK, WRAP ROOFING MEMBRANE OVER BLOCKING PANEL FRAMING AS REQ'D 'URLIN W/ DOFING, SEE -URAL 'ANEL, 40 b 112" 40 40 DOWNSPOUT WHERE nrrl IRS - SEE ANICAL AST STONE CAP ✓u n I I CANOPY CO A5.3 1 1/2 If = 1 1-011 COLUMN, SEE ',TURAL AST JOINT 'OSITE METAL PANELS --_-- LINE OF PIER BELOW 4.15 SIMILAR AT GRIDS 4.13 - 4.17 LUMN DETAIL AT TOP POPE ARCHITECTS, INC. 1295 BANDANA BLVD N, SUITE 200 ST. PAUL, M N 55108-2735 (651) 642-9200 1 FAX (651) 642-1101 www.popearch.com ENTMCAR E Health onticelio CENTRA CARE HEALTH PHASE LOBBY & CANOPY 1013 Hart Boulevard, Monticello, MN 55362 LOBBY MAIN LEVEL KEY PLAN CANOPY DETAILS SSae$ and ReViSiOnS: CONSTRUCTION DOCS 05/19/17 Commission No: 12571-17049 Drawn Author Checked bv, ecker SHEET TRUE SHEET SCALE 0" STEELTUBE OVERHEAD COILING RETAIL GATE ALUMINUM GUIDE 7' coCn C COILING DOOR OPNG CAULK PLYWOOD & SHIMS AS REQD ALUMINUM STOREFRONT x11111 W/G LASS , u�lll/� STL TUBE SUPPORT FOR OVERHEAD COILING DOOR CAULK 07 OH COILING DOOR JAMB DETAIL A6.1 1 1/211 = 1'-0" COILING DOOR ` Ir1r_0 HOOD COLOR: WHITE COILING DOOR ° D PREFINISHED SHEET METALJAMB DOOR TRACK BEYOND *--.J— 77 4 SECTION AT OVERHEAD COILING GA A6.1 1 1/2 If = 1'-0" 2112" ARCHITECTURAL PRECAST CONCRETE SILL TO MATCH EXISTING PROFILE & SIZE d � - 0- 3ARCH PRECAST CONCRETE A6.1 1 1/211 = 1'-0" MTL STUDS FRAM ALIGN EXPANSION JOINI 010 STOREFRONT DETAIL A6.1 11/2 11 = 1'-0" . � EXISTING DECK ABOVE FRAMING AS REQ'D - BRACE AS REQ'D WD BLKG & SHIMS AS REQD - NEW SOFFIT, REFER TO RCP SEALANT & BACKER ROD [MR NEW ALUMINUM STOREFRONT & ENTRANCE SYSTEM. REFER TO SCHEDULE EDGE BEAD & SEALANT - TE12 INTERIOR VESTIBULE DOOR HEAD OA6.1 1 1/2 If = 1'-0" STING STRUCTURAL EXISTING EXTERIOR WALi I EXPANSION JOINT 3" W CONT. VENT W/ INSECT SCREEN TYP. SOFFIT: GLASMAT SHEATHING WITH ACRYLIC FINISH COAT (MATCH EXIST COLOR) OVER METAL STUD FRAMING CAULK EXTRUDED ALUMINUM FLASHING SEALANT & BACKER ROD EXTERIOR NG ,GE EXISTING COLUMN COMPOS ALUMINUM PANELS W/ SUB FRAMING - CONT. BACKER ROD & - SEALANT 09 STOREFRONT DETAIL A6.1 1 1/2 If = 1'-0" 06 HEAD DETAIL AT STOREFRONT A6.1 1 1/2 if = 1'-0" 11 1/2" 4 1/2" k EXTERIOR SEALANT & BACKER ROD ARCHITECTURAL PRECAST CONCRETE SILL TO MATCH u EXISTING PROFILE & SIZE d I °d NEW CONCRETE SLAB OVER °. COMPACTED GRANULAR FILL . _ - a - d • , - a � der -. - - - -, - ., d � , de> 6 \ 4 ° CONTROL JOINT NEW FOUNDATION WALL (SEE STRUCT) INSTALL NEW 2" RIGID INSULATION ALONG INSIDE FACE OF FOUNDATION WALL & UNDERSIDEOF NEW CONCRETE SLAB V-2" 02 SILL DETAIL AT STOREFRONT A6.1 1 1/211 = 1'-0" INTERIOR INTERIOR WINDOW SILL - SSM APPLY GYP. BD. OVER EXISTING COLUMN 2A EXISTING COLUMN, VERIFY SIZE C 1 1A 011 COLUMN FURRING A6.1 11/2 11=1'-0" SILL PROFILE BELOW 314" PLYWOOD ------ WD BLKG & SHIMS AS REQD EDGE BEAD & SEALANT FIELD R. 0. MEMBRANE FLASHING 518" GYP BD BACKER ROD & SEALANT CLOSED CELL SPRAY FOAM INSULATION �- THERMALLY BROKEN ALUMINUM STOREFRONT WITH INSULATED GLASS BACKER ROD &SEALANT EXISTING CMU ARCHITECTURAL PRECAST SILL BELOW EXISTING FACE BRICK EXISTING WALL ASSEMBLY TO REMAIN 0s CORNER DETAIL A6.1 1 1/2 If = 1'-0" EXISTING STRUCTURAL SLAB HEADER CONSTRUCTION 1" GLASMAT SHEATHING ON REMOVE GYP BD & RIGID INSULATION / EXTERIOR SIDE OF I _�, WHERE NEW FRAMING IS INSTALLED. 6" GALV METAL STUD FRAMING - / " MAINTAIN EXISTING RIGID INSULATION WITH DEFLECTION TRACK_ _ _ _ _ _ _ _ _ _ _ _ THERMAL BARRIER. REPAIR OR REPLACE BATT INSULATION i / VAPOR BARRIER & GYP BD I ANY COMPROMISED AREAS IF APPLICABLE I / ON INTERIOR SIDE OF FRAMING BRACE (SEE STRUCT) - EXISTING DUCT (SEE MECHANICAL) i L J - ALIGN f �+► 3' W CONT. VENT W/ INSECT SCREEN TYP. - EXPANSION JOINT I CAULK 3" W CONT. VENT W/ EXTRUDED ALUMINUM FLASHING SOFFIT. INSECT SCREEN TYP. SEALANT & BACKER ROD GLASMAT SHEATHING WITH ACRYLIC FINISH COAT (MATCH EXIST COLOR) WD BLKG & SHIMS AS REQD OVER GALVANIZED METAL STUD FRAMING INTERIOR EXTERIOR NEW ALUMINUM STOREFRONT & ENTRANCE SYSTEM. REFER TO SCHEDULE 5 HEAD DETAIL AT VESTIBULE A6.1 1 1/211 = 1'-0" WALL CONSTRUCTION: LIQUID APPLIED WEATHER BARRIER CLOSED CELL SPRAY FOAM INSULATION 3 5/8" ,TL STUDS @16" O.C. 518" GYP. BD. 112" OFF FLOOR NEW CONCRETE SLAB (SEE STRUCT) OVER VAPOR BARRIER OVER COMPATED GRANULAR FILL EXISTING CONCRETE SLAB CONTROL JOINT VAPOR BARRIER EXTEND UP/DN & ADHERE TO CONCRETE INTERIOR NEW ALUMINUM STOREFRONT& EXTERIOR ENTRANCE SYSTEM. REFER TO SCHEDULE EXISTING CONCRETE SLAB TILE DOOR THRESHOLD - EXPANSION MATERIAL NEW CONCRETE SLAB (SEE STRUCT) OVER COMPATED GRANULAR FILL q• Gm 44 r ' 4 INSTALL NEW 2" RIGID INSULATION ° ALONG INSIDE FACE OF FOUNDATION WALL & UNDERSIDE OF NEW CONCRETE SLAB EXISTING CONCRETE SLAB 01 SILL DETAIL AT VESTIBULE A6.1 1 1/2 If = 1'-0" POPE ARCHITECTS, INC. 1295 BANDANA BLVD N, SUITE 200 ST. PAUL, M N 55108-2735 (651) 642-9200 1 FAX (651) 642-1101 www.popearch.com ENTMCAR E Health Mon ti ce i o CENTRA CARE HEALTH PHASE LOBBY & CANOPY 1013 Hart Boulevard, Monticello, MN 55362 LOBBY MAIN LEVEL KEY PLAN DETAILS Issues and Revisions: CONSTRUCTION DOCS 05/19/17 1 ADDENDUM # 1 06/08/17 TRUE SHEET SCALE 0" 12571-17049 MB DEM REMOVE GYP BD & RIGID INSULATION f�. WHERE NEW FRAMING IS INSTALLED. REFER TO DETAIL ` HEADER CONSTRUCTION 1" GLASMAT SHEATHING ON EXTERIOR SIDE OF 6" GALV METAL STUD FRAMING WITH DEFLECTION TRACK BATT INSULATION VAPOR BARRIER & GYP BD ON INTERIOR SIDE OF FRAMING — — SEALANT & BACKER ROD _ --- THERMALLY BROKEN ALUMINUM STOREFRONT i WITH INSULATED GLASS 06 HEAD DETAIL AT STOREFRONT A6.1 1 1/2 if = 1'-0" 11 1/2" 4 1/2" k EXTERIOR SEALANT & BACKER ROD ARCHITECTURAL PRECAST CONCRETE SILL TO MATCH u EXISTING PROFILE & SIZE d I °d NEW CONCRETE SLAB OVER °. COMPACTED GRANULAR FILL . _ - a - d • , - a � der -. - - - -, - ., d � , de> 6 \ 4 ° CONTROL JOINT NEW FOUNDATION WALL (SEE STRUCT) INSTALL NEW 2" RIGID INSULATION ALONG INSIDE FACE OF FOUNDATION WALL & UNDERSIDEOF NEW CONCRETE SLAB V-2" 02 SILL DETAIL AT STOREFRONT A6.1 1 1/211 = 1'-0" INTERIOR INTERIOR WINDOW SILL - SSM APPLY GYP. BD. OVER EXISTING COLUMN 2A EXISTING COLUMN, VERIFY SIZE C 1 1A 011 COLUMN FURRING A6.1 11/2 11=1'-0" SILL PROFILE BELOW 314" PLYWOOD ------ WD BLKG & SHIMS AS REQD EDGE BEAD & SEALANT FIELD R. 0. MEMBRANE FLASHING 518" GYP BD BACKER ROD & SEALANT CLOSED CELL SPRAY FOAM INSULATION �- THERMALLY BROKEN ALUMINUM STOREFRONT WITH INSULATED GLASS BACKER ROD &SEALANT EXISTING CMU ARCHITECTURAL PRECAST SILL BELOW EXISTING FACE BRICK EXISTING WALL ASSEMBLY TO REMAIN 0s CORNER DETAIL A6.1 1 1/2 If = 1'-0" EXISTING STRUCTURAL SLAB HEADER CONSTRUCTION 1" GLASMAT SHEATHING ON REMOVE GYP BD & RIGID INSULATION / EXTERIOR SIDE OF I _�, WHERE NEW FRAMING IS INSTALLED. 6" GALV METAL STUD FRAMING - / " MAINTAIN EXISTING RIGID INSULATION WITH DEFLECTION TRACK_ _ _ _ _ _ _ _ _ _ _ _ THERMAL BARRIER. REPAIR OR REPLACE BATT INSULATION i / VAPOR BARRIER & GYP BD I ANY COMPROMISED AREAS IF APPLICABLE I / ON INTERIOR SIDE OF FRAMING BRACE (SEE STRUCT) - EXISTING DUCT (SEE MECHANICAL) i L J - ALIGN f �+► 3' W CONT. VENT W/ INSECT SCREEN TYP. - EXPANSION JOINT I CAULK 3" W CONT. VENT W/ EXTRUDED ALUMINUM FLASHING SOFFIT. INSECT SCREEN TYP. SEALANT & BACKER ROD GLASMAT SHEATHING WITH ACRYLIC FINISH COAT (MATCH EXIST COLOR) WD BLKG & SHIMS AS REQD OVER GALVANIZED METAL STUD FRAMING INTERIOR EXTERIOR NEW ALUMINUM STOREFRONT & ENTRANCE SYSTEM. REFER TO SCHEDULE 5 HEAD DETAIL AT VESTIBULE A6.1 1 1/211 = 1'-0" WALL CONSTRUCTION: LIQUID APPLIED WEATHER BARRIER CLOSED CELL SPRAY FOAM INSULATION 3 5/8" ,TL STUDS @16" O.C. 518" GYP. BD. 112" OFF FLOOR NEW CONCRETE SLAB (SEE STRUCT) OVER VAPOR BARRIER OVER COMPATED GRANULAR FILL EXISTING CONCRETE SLAB CONTROL JOINT VAPOR BARRIER EXTEND UP/DN & ADHERE TO CONCRETE INTERIOR NEW ALUMINUM STOREFRONT& EXTERIOR ENTRANCE SYSTEM. REFER TO SCHEDULE EXISTING CONCRETE SLAB TILE DOOR THRESHOLD - EXPANSION MATERIAL NEW CONCRETE SLAB (SEE STRUCT) OVER COMPATED GRANULAR FILL q• Gm 44 r ' 4 INSTALL NEW 2" RIGID INSULATION ° ALONG INSIDE FACE OF FOUNDATION WALL & UNDERSIDE OF NEW CONCRETE SLAB EXISTING CONCRETE SLAB 01 SILL DETAIL AT VESTIBULE A6.1 1 1/2 If = 1'-0" POPE ARCHITECTS, INC. 1295 BANDANA BLVD N, SUITE 200 ST. PAUL, M N 55108-2735 (651) 642-9200 1 FAX (651) 642-1101 www.popearch.com ENTMCAR E Health Mon ti ce i o CENTRA CARE HEALTH PHASE LOBBY & CANOPY 1013 Hart Boulevard, Monticello, MN 55362 LOBBY MAIN LEVEL KEY PLAN DETAILS Issues and Revisions: CONSTRUCTION DOCS 05/19/17 1 ADDENDUM # 1 06/08/17 TRUE SHEET SCALE 0" 12571-17049 MB DEM 02017 Westwood Professional Services, Inc. \ r - i-) -1 ') —DRAINAGE AND UT/LI ry EASEMENT p S � � g CANOPY - ---FFE :9,35.92 6x6/N DRAIN AA o36 ' �N46(2 43)' N45�2 4�� bi (N3 E o50,d3,:) C \\ .52 4 1� TIA 7 -)7 l V V i / z__/ < — 8x8/N DRAIN L L_ lJ r XV A X — 8x8/N DRAIN CANOPY BUILDING < I I/,) -r 11 c1 / Q ELECTRIC MANHOLE D4 GA TE VAL VE DRAINAGE AND HYDRANT 0 sr STORM MANHOLE OT TELEPHONE MANHOLE �.... ...... r- ® CATCH BASIN Q CABLE TV BOX o 6 0� ® BEEHIVE CATCH BASIN TRAFFIC LIGHT "` ,.�s�W�cS•0� F r0 a •1 STREET LITE f U'ocp s- ■ r`. CONIFEROUS TREE E `:` .......... f 16+, �o kP O� A 3r FE BOX` FLOOD LIGHT Q ELECTRIC MANHOLE D4 GA TE VAL VE 41 HYDRANT 0 sr STORM MANHOLE OT TELEPHONE MANHOLE �.... ...... r- ® CATCH BASIN Q CABLE TV BOX o 6 0� ® BEEHIVE CATCH BASIN TRAFFIC LIGHT "` ,.�s�W�cS•0� F r0 POWER POLE STREET LITE f U'ocp s- GUY WIRE CONIFEROUS TREE E `:` .......... f 16+, �o kP O� A 3r FE BOX` FLOOD LIGHT ELECTRIC METER FIRE HOSE CONNECTION Q ELECTRIC MANHOLE D4 GA TE VAL VE 41 HYDRANT 0 GAS METER 0 STEEL/WOOD POST SIGN- TRAFFIC/OTHER FM—AILJ MAIL BOX �_ HANDICAPPED STALL Westwood CURB & GUTTER a. CONCRETE SURFACE BITUMINOUS SURFACE (XXOXX'XX) RECORD BEARING (XXX. XX) RECORD DISTANCE Phone (320) 253-9495 3701 12th Street North, Suite 206 Fax (320) 358-2001 St. Cloud, MN 56303 Toll Free (800) 270-9495 westwoodps.com Westwood Professional Services, Inc. MDs Checked:- TTS Drawn: TWB Record Drawins by/date: Prepared for: CentraCare St. Cloud, MN • Call 48 Hours before digging: 811 or caII811.com Common Ground Alliance NO TES: 1.) This survey was prepared without the benefit of a title commitment. No search for easements or restrictions, recorded or unrecorded was made by the surveyor. 2.) This certificate is only for a portion of the southerly line and the east line of Lot 1, Block 1 of Monticello Big Lake Community Hospital District Campus Second Addition. Monticello 0' 60' 120' 180' O Denotes Iron Monument Set Denotes Iron Monument Found I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed LAND SURVEYOR under the laws of the State of Minnesota. ,�� < A Terry T. Strus 06-15-17 50319 Date: License No. Centracare Addition Monticello, MN Date: 06-15-17 0008615SURV.dwg Certificate of Survey SECTION 265600 - EXTERIOR LIGHTING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Section 260500 "Common Work Results for Electrical". 1.2 SUMMARY A. Section Includes: 1. Exterior Solid State Lighting Fixtures, LED Light Engines and drivers. 2. Luminaire-mounted photoelectric relays. 1.3 DEFINITIONS A. CCT: Correlated color temperature. B. CRI: Color -rendering index. C. HID: High-intensity discharge. D. LER: Luminaire efficacy rating. E. Luminaire: Complete lighting fixture, including ballast housing if provided. F. Pole: Luminaire support structure, including tower used for large area illumination. G. Standard: Same definition as "Pole" above. H. SSL: Solid State Lighting. 1.4 ACTION SUBMITTALS A. Product Data: For each luminaire, pole, and support component, arranged in order of lighting unit designation. Include data on features, accessories, finishes, and the following: 1. Physical description of luminaire, including materials, dimensions, effective projected area, and verification of indicated parameters. 2. Details of attaching luminaires and accessories. 3. Details of installation and construction. 4. Luminaire materials. 17049 — CCH Monticello — Lobby & Canopy Exterior Lighting Construction Documents — 5/19/17 26 5600 - 1 Dunham Project No. 0418033-000 Photometric data based on laboratory tests of each luminaire type, complete with indicated lamps, ballasts, and accessories. a. Manufacturer Certified Data: Photometric data shall be certified by manufacturer's laboratory with a current accreditation under the National Voluntary Laboratory Accreditation Program for Energy Efficient Lighting Products. 6. Photoelectric relays. 7. Ballasts, including energy -efficiency data. 8. Lamps, including life, output, CCT, CRI, lumens, and energy -efficiency data. 9. Solid State Lighting fixtures a. Driver. b. Life, output (lumens, CCT, and CRI), and energy -efficiency data LED package/array/modules. C. IESNA LM -79 Test Reports. d. IESNA LM -80 Test Reports. e. IESNA TM -21 Calculations. 10. Materials, dimensions, and finishes of poles. 11. Means of attaching luminaires to supports, and indication that attachment is suitable for components involved. 12. Anchor bolts for poles. 1.5 INFORMATIONAL SUBMITTALS A. Pole and Support Component Certificates: Signed by manufacturers of poles, certifying that products are designed for indicated load requirements in AASHTO LTS-5-M and that load imposed by luminaire and attachments has been included in design. The certification shall be based on design calculations by a professional engineer. B. Qualification Data: For qualified agencies providing photometric data for lighting fixtures. C. Field quality -control reports. D. Warranty: Sample of special warranty. 1.6 CLOSEOUT SUBMITTALS A. Operation and Maintenance Manuals Data: For luminaires to include in emergency, operation, and maintenance manuals. 1.7 MAINTENANCE MATERIAL SUBMITTALS A. Furnish extra materials that match products installed and that are packaged with protective covering for storage and identified with labels describing contents: Lamps: One for every 100 of each type and rating installed. Furnish at least one of each type. 17049 — CCH Monticello — Lobby & Canopy Exterior Lighting Construction Documents — 5/19/17 265600-2 Dunham Project No. 0418033-000 2. Glass and Plastic Lenses, Covers, an Other Optical Parts: One for every 100 of each type and rating installed. Furnish at least one of each type. 3. Globes and Guards: One for every 20 of each type and rating installed. Furnish at least one of each type. 1.8 QUALITY ASSURANCE A. Luminaire Photometric Data Testing Laboratory Qualifications: 1. Provided by manufacturers' laboratories accredited under the National Volunteer Laboratory Accreditation Program for Energy Efficient Lighting Products. 2. Provided by an independent agency, with the experience and capability to conduct the testing indicated, that is an NRTL as defined by OSHA in 29 CFR 1910. B. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application. C. Comply with IEEE C2, "National Electrical Safety Code." D. Comply with NFPA 70. E. LED Test Reports: Shall be produced using the specific LED package(s)/module(s)/array(s) and power supply combination that will be used in production for the following Laboratory test results: 1. IESNA LM -79 Report 2. IESNA LM -80 Report 3. IESNA TM -21 Calculation 1.9 DELIVERY, STORAGE, AND HANDLING A. Package aluminum poles for shipping according to ASTM B 660. B. Store poles on decay -resistant -treated skids at least 12 inches (300 mm) above grade and vegetation. Support poles to prevent distortion and arrange to provide free air circulation. C. Retain factory -applied pole wrappings on fiberglass until right before pole installation. Handle poles with web fabric straps. D. Retain factory -applied pole wrappings on metal poles until right before pole installation. For poles with nonmetallic finishes, handle with web fabric straps. IK[1>_iil_3 NM_N►0MA A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace products that fail in materials or workmanship; that corrode; or that fade, stain, perforate, erode, or chalk due to effects of weather or solar radiation within specified warranty period. Manufacturer may exclude lightning damage, hail damage, vandalism, abuse, or unauthorized repairs or alterations from special warranty coverage. 17049 — CCH Monticello — Lobby & Canopy Exterior Lighting Construction Documents — 5/19/17 265600-3 Dunham Project No. 0418033-000 B. Warranty Period for Luminaires: Five years from date of Substantial Completion. C. Special Warranty for Solid State Lighting Fixtures: Manufacturer's standard form in which manufacturer of Solid State Lighting unit agrees to repair or replace components that fail in materials or workmanship within specified warranty period. Warranty to include but not be limited to: a. Luminaire finish. b. Drivers C. LED Light Engine d. Replacement when more than 10% of LED sources in any light bar or subassembly is defective or non -starting. e. Replacement parts to be easily field serviceable molded connectors, soldering not allowed. f. Non -maintained luminance levels on all light sources (LED package/array/module). g. Color shift. 2. Warranty Period for Solid State Lighting Fixtures: Five years from date of Substantial Completion. 3. Provide written copy of manufacturer's warranty with lighting submittals. PART2-PRODUCTS 2.1 MANUFACTURERS A. Products: Subject to compliance with requirements, provide one of the products indicated on Drawings. 2.2 GENERAL REQUIREMENTS FOR LUMINAIRES A. Luminaires shall comply with UL 1598 and be listed and labeled for installation in wet locations by an NRTL acceptable to authorities having jurisdiction. B. Lateral Light Distribution Patterns: Comply with IESNA RP -8 for parameters of lateral light distribution patterns indicated for luminaires. C. SLL Fixtures: Comply with UL 8750 and UL 1598. D. Metal Parts: Free of burrs and sharp corners and edges. E. Sheet Metal Components: Corrosion -resistant aluminum unless otherwise indicated. Form and support to prevent warping and sagging. F. Housings: Rigidly formed, weather- and light -tight enclosures that will not warp, sag, or deform in use. Provide filter/breather for enclosed luminaires. 17049 — CCH Monticello — Lobby & Canopy Exterior Lighting Construction Documents — 5/19/17 265600-4 Dunham Project No. 0418033-000 G. Doors, Frames, and Other Internal Access: Smooth operating, free of light leakage under operating conditions, and designed to permit relamping without use of tools. Designed to prevent doors, frames, lenses, diffusers, and other components from falling accidentally during relamping and when secured in operating position. Doors shall be removable for cleaning or replacing lenses. Designed to disconnect ballast when door opens. H. Exposed Hardware Material: Stainless steel. I. Plastic Parts: High resistance to yellowing and other changes due to aging, exposure to heat, and UV radiation. Light Shields: Metal baffles, factory installed and field adjustable, arranged to block light distribution to indicated portion of normally illuminated area or field. K. Reflecting surfaces shall have minimum reflectance as follows unless otherwise indicated: 1. White Surfaces: 85 percent. 2. Specular Surfaces: 83 percent. 3. Diffusing Specular Surfaces: 75 percent. L. Lenses and Refractors Gaskets: Use heat- and aging -resistant resilient gaskets to seal and cushion lenses and refractors in luminaire doors. M. Steel Luminaire Finish: Manufacturer's standard paint factory applied to factory -assembled and -tested luminaire before shipping. Match finish process and color of pole or support materials. Color: As indicated on the Drawings. N. Aluminum Luminaires Finish: Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. 1. Color: As indicated on the Drawings. 2. Finish: As indicated on the Drawings. O. Factory -Applied Labels: Comply with UL 1598. Include recommended lamps and ballasts. Labels shall be located where they will be readily visible to service personnel, but not seen from normal viewing angles when lamps are in place. Label shall include the following lamp and ballast characteristics: a. "USES ONLY" and include specific lamp and/or LED Light Engine type. b. LED Light Engine type and nominal wattage. C. CCT and CRI for all luminaires. 2.3 LUMINAIRE-MOUNTED PHOTOELECTRIC RELAYS A. Comply with UL 773 or UL 773A. B. Contact Relays: Factory mounted, single throw, designed to fail in the on position, and factory set to turn light unit on at 1.5 to 3 fc (16 to 321x) and off at 4.5 to 10 fc (48 to 1081x) with 15 - second minimum time delay. 17049 — CCH Monticello — Lobby & Canopy Exterior Lighting Construction Documents — 5/19/17 265600-5 Dunham Project No. 0418033-000 1. Relay with locking -type receptacle shall comply with ANSI C136.10. 2. Adjustable window slide for adjusting on-off set points. 2.4 DRIVERS FOR LED LIGHT ENGINES A. General Requirements for Solid State Lighting Power Supplies: 1. Efficiency per LM -79: a. Drivers capable of 50 watts or greater: 85 percent or higher b. Drivers capable of less than 50 watts: 80 percent or higher 2. Power Output: UL Class I or II output. 3. Rated Driver Life: Shall match Light Engine Rated Life; 50,000 hours minimum. 4. Rated Ambient Operating Temperature: Minus 22 Deg F (Minus 30 Deg C) and 104 Deg F (40 Deg C). 5. Operating Frequency: 60 Hz 6. Power Factor: 0.90 or higher. 7. Total Harmonic Distortion Rating: Less than 20 percent. 8. Sound Rating: Class A 9. Hazardous Substances: RoHS compliant. 10. Operations: Shall be compatible with standard 0-1OV dimming control circuit and/or standard forward/reverse phase dimming as indicated on drawings. 11. Transient Voltage Protection: IEEE C62.41.1 and IEEE C62.41.2, Category A or better. 12. Radio Frequency Interference: Comply with FCC 47 CFR part 15 Class A (commercial). 2.5 LED LIGHT ENGINE (PACKAGE/ARRAY/MODULE) A. Light Engine shall be rated for operation in ambient temperatures of Minus 22 Deg F (Minus 30 Deg C) and 104 Deg F (40 Deg Q. B. Lumen Output: As indicated on the Site Lighting Fixture Schedule. C. LED Binning: Within a 3 -step MacAdam ellipse. D. Rated Light Engine Life: Greater than 70 percent of initial lumens at 50,000 hours, per LM -79 and LM -80 testing. E. Correlated Color Temperature (CCT): As indicated on the drawings is equivalent to the values indicated below with the following allowances: 1. 3000K = 3045K +/- 175K 2. 3500K = 3465K +/- 245K 3. 4000K = 3985K +/- 275K 4. 4500K = 4503K +/- 243K 5. 5000K = 5028K +/- 283K 6. 5700K = 5665K +/- 355K 7. 6500K = 6530K +/- 510K 17049 - CCH Monticello - Lobby & Canopy Exterior Lighting Construction Documents - 5/19/17 265600-6 Dunham Project No. 0418033-000 F. Color Rendering Index (CRI): As indicated for the specified CCT: 1. CCT of 3000K to 3500K: Greater than or equal to 80. 2. CCT of 4000K to 6500K: Greater than or equal to 70 2.6 GENERAL REQUIREMENTS FOR POLES AND SUPPORT COMPONENTS A. Luminaire Attachment Provisions: Comply with luminaire manufacturers' mounting requirements. Use stainless-steel fasteners and mounting bolts unless otherwise indicated. B. Mountings, Fasteners, and Appurtenances: Corrosion -resistant items compatible with support components. 1. Materials: Shall not cause galvanic action at contact points. 2. Anchor Bolts, Leveling Nuts, Bolt Caps, and Washers: Hot -dip galvanized after fabrication unless otherwise indicated. 3. Anchor -Bolt Template: Plywood or steel. C. Power -Installed Screw Foundations: Factory fabricated by pole manufacturer, with structural steel complying with ASTM A 36/A 36M and hot -dip galvanized according to ASTM A 123/A 123M; and with top -plate and mounting bolts to match pole base flange and strength required to support pole, luminaire, and accessories. PART 3 - EXECUTION 3.1 LUMINAIRE INSTALLATION A. Install lamps in each luminaire. B. Adjust luminaires that require field adjustment or aiming. 3.2 INSTALLATION OF INDIVIDUAL GROUND -MOUNTING LUMINAIRES A. When indicated on the Drawings, install on concrete base above finished grade or surface at luminaire location. Cast conduit into base, and finish by troweling and rubbing smooth. Concrete materials, installation, and finishing are specified in Section 260529 "Hangers, Supports and Concrete Bases for Electrical Systems." 3.3 CORROSION PREVENTION A. Aluminum: Do not use in contact with earth or concrete. When in direct contact with a dissimilar metal, protect aluminum by insulating fittings or treatment. B. Steel Conduits: Comply with Division 26 Section "Raceway and Boxes for Electrical Systems." In concrete foundations, wrap conduit with 0.010 -inch- (0.254 -mm-) thick, pipe -wrapping plastic tape applied with a 50 percent overlap. 17049 — CCH Monticello — Lobby & Canopy Exterior Lighting Construction Documents — 5/19/17 265600-7 Dunham Project No. 0418033-000 3.4 FIELD QUALITY CONTROL A. Inspect each installed fixture for damage. Replace damaged fixtures and components. B. Illumination Observations: Verify normal operation of lighting units after installing luminaires and energizing circuits with normal power source. Verify operation of photoelectric controls. END OF SECTION 265600 17049 — CCH Monticello — Lobby & Canopy Exterior Lighting Construction Documents — 5/19/17 265600-8 Dunham Project No. 0418033-000 DESCRIPTION 6 inch LED recessed narrow, medium, or wide beam downlight designed for glare free even illumination. Featuring a two-stage diffused reflector system producing smooth distribution with excellent light control and low aperture brightness. Lumen packages range from 1000 to 7000 with color temperatures of 2400K, 2700K, 3000K, 3500K, 4000K, and 5000K. Available with dim -to -warm technology – similar to halogen at full power, the 3000K LED warms smoothly as dimmed to 1850K creating a rich warm glow within the space. SPECIFICATION FEATURES Lower Shielding Reflector Painted die cast aluminum or spun aluminum lower reflector with a lensed upper optical chamber providing superior lumen output with minimal source brightness. Spun reflectors are offered in all Portfolio Alzak® finishes. Available with non-conductive polymer trim. Reflector is retained with two torsion springs holding the flange tight to the finished ceiling surface. Plaster Frame / Collar Die cast aluminum 1-1/2" deep collar accommodates ceiling materials up to 2". Universal mounting bracket accepts 1/2" EMT, C channel and bar hangers and adjusts 5" vertically from above and below the ceiling. Junction Box Listed for (8) #12 AWG (four in, four out) 90°C conductors and feed thru branch wiring. (4) 1/2" and (2) 3/4" trade size pry outs positioned to allow straight conduit runs. Thermal Aluminum heat sink conducts heat away from the LED module for optimal performance and long life. LED Chip on board with a multitude of highly efficient white LED's, combined with a high reflectance upper reflector and convex transitional lens produce even distribution with no pixilation. Rated for 50,000 hours at 70% lumen maintenance. Auto resetting, thermally protected, LED's are turned off when safe operating temperatures are exceeded. Color variation within 3 -step MacAdam ellipses. Quick disconnect allows for tool -less replacement of LED engine from below ceiling. Available in 80, 90 or 97 CRI. D2W'" – dim -to -warm shifts CCT from 3000K to1850K as fixture dims mimicking halogen sources. Driver Standard 120-277V 0-10V dimming driver provides flicker free dimming from 100% to 1% (offered up to 4000 lumens). Optional 120V leading edge, <1% 0-10V, Fifth Light, DMX or LutronOO Ecosystem. Driver can be serviced from above or through the aperture. 111916" [303mm] umwiu mml 6.314" 426mml 10004000 LUMENS 3000.5000 LUMENS 6000.1000 LUMENS NARROW 5-15116" 1151 Toll 5-15116" 1151 Toll 1-11116" [195mml MEDIUM 5.118" 1149mm1 5.118" 1149mml 7-518" [194mm WIDE 5.112" 1140mml 5.112" 1140mml 6.13116' [173mml EM OPTION Connected Lighting Systems WaveLinx tilemount daylight sensor includes control module, sensor and cable allowing use with the comprehensive lighting system. LumaWatt Pro (powered by Enlighted) wireless tile mount sensor and relay accessory enables wireless control using a tile mount sensor accessory. Code Compliance Thermally protected and cULus listed for wet locations with covered ceiling. IP66 rated when used with IP66 gasket kit accessory. Optional City of Chicago environmental air (CCEA) marking for plenum applications. EMI/RFI emissions per FCC 47CFR Part 18 Class B consumer limits. Non -IC rated - Insulation must be kept 3" from top and sides of housing. IC rated up to 1500 lumens. 5000 lumen and above are marked spacing and must follow spacing requirements. RoHS Compliant. Photometric testing completed in accordance with IES LM 79 and TM -30 standards. LED life testing completed in accordance with LM 80 standards. Warranty 5 -year warranty SHALLOW TRIMIHOUSING 3-112" [89mm] 15.112" [140mml NA NA U4" nm] Portfolio LD6B EU6B 6LBW 6LBM 6LBN 1000 - 7000 lumens LED Narrow, Medium, or Wide Beam New Construction D2W m I�=IY.124I l Refer ENERGY STARS Qualified Products List. Can be used to comply with California Title 24 High Efficacy requirements. E-�� TD520041 EN 2017-05-01 16:29:35 Powering Business Worldwide LD6B EU6B 6LBW 6LBM 6LBN ORDERING INFORMATION SAMPLE NUMBER: LD6B15D010EMB0D Housing Lumens' Voltagerer Options LD6B=LED Downlight 6" 10=1000 lumens Blank=120-277V 1000 -4000 Lumen EMBOD=Bodine@ Emergency Module with Remote Test Nominal Aperture 15=1500 lumens D010=0 -10V Dimming, 1% to 100%, 120V -277V Switch' LD6BCP=LED Downlight 6" 20=2000 lumens D010TR=0-10V or Line Voltage Dimming, 5% to EM7=7W Emergency Module with Remote Test Switch'•4 Nominal Aperture, 30=3000 lumens 100%, 120V -277V EM114=14W Emergency Module with Remote Test Switcha•4 Chicago Plenum 40=4000 lumens DE010=0-10V Dimming, 0% to 100%, 120V -277V IEMBOD=Bodine@ Emergency Module with IntegralTest 0.027 50=5000 lumens'@ D5LT=Fifth Light@ (DALI) Dimming, 0% to Switch' GPH=Graphite Hazel 60=6000 lumens10 100%, 120V -277V IEM7=7W Emergency Module with IntegralTest Switch3,4 0.132 70=7000 lumens10 DMX=DMX Dimming, 0% to 100%, 120V -277V IEM14=14W Emergency Module with IntegralTest Switcha•4 BA=Baffle (50' Beam), Spun Aluminum' 0.123 DL2=Lutron@ Hi-Lume Forward Phase 0.154 7000 Lumen D010TE 4.9 Dimming, 1% to 100%, 120V Only MB=Matte Black 0.156 DL3=Lutron@ Hi-Lume 3Wire Dimming, 1% to MMS=Matte Metallic Silver' 100%, 120V -277V DLE=Lutron Ecosystem dimming 1% to 100%, 120V -277V 5000.6000- and 7000 Lumen D010TE=0-10V 1% orTrailing Edge, 10% to 100%, 120V -277V (120V Only forTrailing Edge Dimming) SAMPLE NUMBER: EU61310208035 EU6B=6" Universal LED Module SAMPLE NUMBER: 6LBM1 LIE 1020=1000, 1500, 2000 lumens 3050=3000, 4000, 5000 lumens 6070=6000, 7000 lumens 10151C=1000, 1500 lumen IC rated 80=80 CRI Minimum 80 CRI 90=90 CRI Minimum 27=2700K 97=97 CRI Minimum 30=3000K 35=3500K 40=4000K 50=5000K Dim 2 Warm 109030D2W=1000 lumen, 90 CRI, Dim 2 Warm 15903OD2W=1500 lumen, 90 CRI, Dim 2 Warm 20903OD2W=2000 lumen, 90 CRI, Dim 2 Warm 90 CRI 97 CRI 24=2400K 27=2700K 27=2700K 30=3000K 30=3000K 35=3500K 40=4000K 50=5000K Trim Distribution' Flange Finish Options 6LB=6" LED N=Narrow (30' Beam), Spun Aluminum O=White PolymerTrim Ring LI=Specular Clear' E=Integral Emergency Test 120V Input Current. O.18A 277VInput Current: 0.08A M=Medium (50° Beam), Spun Aluminum 1=Self-flanged H=Semi-Specular Clear' Switch Holes Input Power: ITIVI THD: <14% W=Wide (75° Beam), Spun Aluminum 2=White Painted Self -flanged WMH=Warm Haze' 7000 Lumen 0010TE Input Power. 59.7W THD: <149A S=Shallow (75' Beam), Spun Aluminum12 120V Input Current 0.50A 277V Input Current: 022A WH=Wheat' 0.027 4000 Lumen 0010 PS=Plastic Shallow (75e Beam), Injection Molded white", 12 0088 GPH=Graphite Hazel 0.03 5000 Lumen D010TE CS=Cast Shallow (750 Beam), Die CastAluminum12 0.132 B=Specular Black' 0.153 6000Lumen D010TE BA=Baffle (50' Beam), Spun Aluminum' 0.123 MW=Matte White 0.154 7000 Lumen D010TE 4.9 0.13 MB=Matte Black 0.156 MMS=Matte Metallic Silver' HSA6=Slope Adapter for 6" Aperture Housings, Specify Slope TRM6=Metal Trim Ring, Specify Color2 PRR6=Rimless Trim Ring for Flush Mount2 LGS T61P66=1P66 Gasket Kit DT6=DecoTrim2 Bar Hangers HB26=C-channel Bar Hanger, 26" Long, Pair HB50=C-channel Bar Hanger, 50" Long, Pair RMB22=Wood oist Bar Hanger, 22" Long, Pair Trans ormers H347=347 to 120V Step Down Transformer, 75VA H347200=347 to 120V Step Down Transformer, 200VA Connected Liahtina S stems PORLWTPD7=LumaWatt Pro wireless sensor kit (0-10V only) TMSWPD1=WaveLin tilemount daylight sensor (includes control module, sensor, ca le and tile mount) ENERGY Sound Rating: Class A standards (Values at non -dimming line voltage) Minimum Starting Temperature: -30°C (.22T) EMI/RFI: FCC Title 47 CFR, Part 15, Class B (Consumer) Input Voltage: BNV (120V - 277V) Power Factor- 0.90 fat nominal input 120-277 VAC & 100% of Rated Output Power) Input Frequency: 50/60114z E:T•N Powering Business Worldwide Notes: 1 Nominal Lumens will vary depending on selected color, driver and reflector finish. 2 Order trim with polymer trim ring (Consult specification sheet for color ordering Information and options). 3 Not available with Chicago Plenum. 4 ULus listed only 5 Beam angles are nominal with LI finish trims. 6 Only available with Narrow and Medium Spun Aluminum trims. Required for use with all IEMBOD, IEM7, and IEM14 housings. Requires above ceiling access with wide beam trim. 7 Only available with Matte White and Matte Black Finishes. 8 Available only on CS distributions. 9 Not available on PS, CS or BA distributions. 10 Product is marked spacing and must be installed with the following minimum spacing. Center to center of adjacent luminaires: 36" Center of luminaire to side of building member: 18" - Minimum overhead: 1/2" - Not available with CS or PS trims 11 PS available in self -flanged MW finish only. 12 Offered up to 2000 lumens 1000 Lumen 0010 1500 Lumen D010 Input Power: l IW THD: <14% Input Power: 15.5W THD: <13% 120V Input Current: 0.09A 277V Input Current: 0.04A 120V Input Current: 0.13A 277V Input Current: 0.06A 2000 Lumen 0010 3000 Lumen 0010 Input Power 212W THD <9% Input Power 211W THD <10% 120V Input Current. O.18A 277VInput Current: 0.08A 1201V Input Current: 0.23A 277V Input Current: OAOA 4000 Lumen 0010 5000 Lumen 0010TE Input Power: 41.6W THD:<13% Input Power: ITIVI THD: <14% 110VInput Current: 0.3511 277V Input Current USA 110V Input Current: 0.49A 277V Input Current: 0.22A 6000 Lumen D010TE 7000 Lumen 0010TE Input Power. 59.7W THD: <149A Input Power: 75.13W THD: <13% 120V Input Current 0.50A 277V Input Current: 022A 120V Input Current: 064A 277V Input Current: 029A Lumens Inrush(AI Duratam final InrushlAI Duratmn(msl 1000 Lumen D010 1.02 0.041 2.18 0.021 1500 Lumen D01C 1.02 0.042 224 0.064 2000 Lumen D01C 1.02 0077 2.43 0027 3000 Lumen D010 1.15 0.067 3.26 0.027 4000 Lumen 0010 1.2 0088 3.9 0.03 5000 Lumen D010TE 5.1 0.132 10.2 0.153 6000Lumen D010TE 5.4 0.123 10.8 0.154 7000 Lumen D010TE 4.9 0.13 9.8 0.156 A R G E. """111 STI LO WALL FLAT Wall Mount LED Fixture Concept: Wall mounted LED fixture. Materials: Anodized extruded aluminum body and powder coated in Ferrite Grey finish die-cast aluminum optical unit and terminal. Optic: High luminous efficiency pure aluminum reflector. Ultra flat sand blasted methacrylate protective screen. Mono emission and Biemission versions. Mounting: Unit installs directly on wall, comes with a 316 grade stainless steel bracket. The body can be adjusted from +/-4° up to +/-8° vertically and +/-4° horizontaly. The fixture can be moved up to 15mm from the mounting surface by sliding the bracket along the mounting guide. Installation: Pre -cabled with 6' SJOOW 18-3 cable. Driver: IP67 integrated electronic power supply. Driver box fitted with IP67 watertight connectors and driver. Dimming: Ov-10v dimming available. Biemission can be connected to 1 or 2 dimming circuits. Wattage: Monoemission 24W & 37W (A2, A3, E2, E3), 15W (F1), 11W (S1) Lumens: Monoemission Biemission 48W (AA, EA, EE), 27W (FF), 20W (SS) Wattage 3000K 4000K Lumen Maintenance (L70): 50,000hrs = Asymmetric 24W 21081m 21781m Calculation for LED fixtures are based on measurements = 37W 28921m 2988Lm that comply with with IES LM -80. = PY Elliptical 24W 2315Lm 239lLm = 37W 31751-m 3280Lm Color Temperature: 3000K / 4000K Voltage: 120-277V AC 50/6OHz Effect = 15W 291Lm 3121-m IP: IP66 rated Superspot = 11W 543Lm 582Lm Certifications: cULus listed Wet Location Biemission Tested in accordance with LM -79-08 Wattage 3000K 4000K Warranty: 5 year limited warranty Asymmetric/ Asymmetric = 48W 42161-m 4355Lm Elliptical / Asymmetric = 48W 4923Lm 45681-m Elliptical / Elliptical = 48W 4629Lm 47821m Effect / Effect = 27W 5841-m 6251-m Superspot / Superspot = 20W 10871m 11651-m PRODUCT CODE DRIVER TYPE MOUNTING FINISH EMISSION �PTICS ST —Stilo ND —Non -Dimmable W— Wall FL— Flat FE— Ferrite M— Monoemission A2— Asymmetric 24W 10 —0-10V Dimming A3— Asymmetric 37W E2 — Elliptical 24W E3 — Elliptical 37W F1 — Effect 15W S1 — Superspot 11W B — Biemission AA— Asymmetric/Asymmetric 48W EA— El liptical/Asym metric 48W EE — Elliptical/Elliptical 48W FF — Effect/Effect 27W SS— Superspot/Superspot 20W 7.24" 3.15" Views 4.73" 4.73" 11.10" 5.9" 5.9" O o Backplate o 475" COLOR TEMP 30— 3000K 40— 4000K "Sul Targetti USA -A Targetti Group Company - 750-A W. 17th St. Costa Mesa, CA 92627 - Phone (714) 513-1991 - Email: targettwsa@targetti.com - www.Targettws - 04.28.17 - Page 1 of 5 STILO WALL FLAT ACCESSORIES SUPERSPOT EFFECTS 1E3035 1E3035 1E3036 1E3036 1E3037 1E3037 1E3038 1E3038 1E3039 1E3039 1E3039 1E2901 1E2902 1E2576 1E2578 1E2580 ASYMETRIC ELLIPTICAL 1E3035 1E3035 1E3036 1E3036 1E3037 1E3037 1E3038 1E3038 1E3039 1E3039 1E2578 Chromatic Filter — Red Chromatic Filter — Green Chromatic Filter — Blue Chromatic Filter — Yellow Chromatic Filter — Magenta Shutter 300 Shutter Blade Effect Blade of light filter Anti -glare Asymetrlc Screen Filter M1148 Shutter Blade Effect Anti -glare Shutter 300 Blade of Light Filter 0 Asymmetric Screen Targetti USA -A Targetti Group Company - 750-A W. 17th St. Costa Mesa, CA 92627 - Phone (714) 513-1991 - Email: targettwsa@targetti.com - wwwTargetti.us - 04.2817 - Page 2 of 5 WSB Building a legacy — your legacy. May 31, 2017 Ms. Angela Schumann Community Development Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Centracare Health Monticello Site Plan Review City Project No. 2017-015 WSB Project No. 010150 Dear Ms. Schumann: 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416 Tel: 763-541-4800 Fax: 763-541-1700 We have reviewed the civil plans, dated April 24, 2017, as prepared by Westwood Professional Services, Inc. and offer the following comments. Utilitv Plan 1. Show the existing applicable drainage and utility easements over any public sanitary sewer and watermain within the project limits. 2. A utility excavation permit must be obtained from the Public Works department prior to commencement of utility connections. Coordinate with the City utility superintendent for any further requirements. 3. Provide an as -built utility plan once construction is complete. Details 4. Detail plates shall be updated per the City's April 2017 General Specifications and Standard Detail Plates for Street and Utility Construction located on the City's website - Engineering department. Stormwater Management 5. The proposed site improvement does not create 1 acre or more of new impervious surface, thus volume reduction is not required. Equal Opportunity Employer wsbeng.com K:\010150-000\Admin\Docs\LTR-a-schumann-Centracare 053117.docx May 31, 2017 Page 2 6. If 1 acre or more of the site is being disturbed, a NPDES/SDS Construction Storm Water General Permit and SWPPP shall be provided prior to construction commencing. Please confirm the site disturbance area. Please have the applicant provide a written response addressing the comments above. Please give me a call at 763-271-3236 if you have any questions or comments regarding this letter. Thank you. Sincerely, WSB & Associates, Inc. Shibani K. Bisson, PE City Engineer cc: Steve Grittman, NAC skb K:\010150-000\Admin\Docs\LTR-a-schumann-Centracare 053117.docx Archived: Monday, July 3, 2017 1:20:28 PM From: Lemke, Lenore Sent: Friday, June 16, 2017 1:22:44 PM To: Angela Schumann; Jacob Thunander Cc: Brad Wilkening; mbindas@popearch.com; Erica Larson; Tom Kuck Subject: FW: CCH -Monticello - Response to Planning Commission Agenda from 6/6/2017 Importance: Normal Attachments: 20170616092009.pdf ;Monticello Hospital Site Plan.pdf ;0008615SURV 06-16-17.pdf ;EXTERIOR ELEVATIONS.pdf ;CCH -Monticello - Planning Commission Meeting.msg ; Hello Angela and Jacob, Attached are the required responses from the planning commission meeting. I'm not sure what you need from me for #6, "Applicant shall enter into an amendment to development agreement as may be required for the proposed amendment". Please let me know how to reply to this one. We have identified that the proposed ambulance garage is in an easement. Brad Wilkening has called and left Angela a voicemail. We'd like to discuss what's needed to proceed with the project given this new information. We would like to do a conference call today if possible. Please reply to either Brad or me. Thank you and let me know if there is anything else you need from us, Lenore Lenore Lemke, MHA CentraCare Health Construction Project Manager lenore.lemke(cDcentracare.com office: 320-251-2700 ext.58470 cell: 612-961-2858 From: Milan Bindas [mailto:mbindas@popearch.com] Sent: Friday, June 16, 2017 1:03 PM To: Lemke, Lenore <Lenore.Lem ke@centracare.com> Cc: Erica Larson <elarson@popearch.com>; Tom Kuck <tkuck@popearch.com>; Will Evans <Will.Evans@dunhameng.com>; Brad Wilkening <Brad.Wilkening@westwoodps.com> Subject: CCH -Monticello - Response to Planning Commission Agenda from 6/6/2017 Hi Lenore, Please see the Planning Commission comment responses below, which are ready to be submitted to the City of Monticello. Let me know if you have any questions. Milan 1. Verify materials for exposed wall on east side of the MRI facility. Materials shall be consistent and compatible with the other materials proposed. Response: Architect Refer to attached exterior elevation for material at MRI. FB -1— Face Brick — Color —Marysville FB -2 — Face Brick — Color — Concord Clear 2. Revise landscaping plan to meet requirements for island delineator plantings. Response: Civil A tree was added along with shrubs in the two islands impacted by the project. 3. Applicant shall provide a conceptual wall and free-standing signage plan prior to final stage review by the City Council. Response: Architect Refer to the attached exterior elevation for signage. We will submit final signage to the City of Monticello for approval at a later time. 4. Applicant shall provide a certificate of survey for building permit submittal. Response: Civil Certificate of survey is included 5. Provide specification detail for lighting fixtures to demonstrate compliance with Chapter 4, Section 4 of the Monticello Zoning Ordinance. Response: Dunham See attached e-mail from Dunham. 6. Applicant shall enter into an amendment to development agreement as may be required for the proposed amendment. Response: Owner 7. Comments of other City Staff, including those within the City Engineer's letter dated May 31, 2017. Response: Civil With respect to the city engineer comments we have: • Added drainage and utility easements to the civil plans • Added the appropriate city details to the plans. EXHIBIT Z (Page 5 ) Amendment to Conditional Use Permit for PUD Lot 1, Block 1, Monticello Big Lake Hospital District Campus. http://www.ci.monticello.mn.us/vertical/sites/%7B46185197-6086-4078-ADDC-OF3918715C4C/ 7D/uploads/Item 2B.CentraCare PUd.perpt.pdf Milan Bindas Associate AIA POPE ARCHITECTS Direct (651) 789-1635 mbindas@pooearch.com 1295 Bandana Blvd N, Suite 200, St. Paul, MN 55108-2735 (651) 642-9200 1 www.popearch.com (reserved for recording information) ENCROACHMENT AGREEMENT AGREEMENT made this day of , 20 , by and between the CITY OF MONTICELLO, a Minnesota municipal corporation ("City"), and ("Owner"). 1. BACKGROUND. Owner is the fee owner of certain property located within the City of Monticello, County of Wright, State of Minnesota legally described as follows: Parcel ID No. Lot _, Block plat thereof. (Abstract/Torrens Property) according to the recorded having a street address of , Monticello, MN 55 ("subject property"). The City owns easements for drainage and utility purposes over portions of the subject property as shown on the attached Exhibit "A". Owner would like to construct a building entrance canopy and access drive aisle on the subject property which will encroach into the City's easement areas as depicted on the attached Exhibit `B". 156955v01 1 (Abstract/Torrens Property) SRN:r03/31/2011 2. ENCROACHMENT AUTHORIZATION. The City hereby approves the encroachment in its easement areas for the construction, use, and maintenance of the proposed building entrance canopy and access drive aisles as depicted on the attached Exhibit "B". 3. MAINTENANCE. Owner shall be responsible for all costs relating to construction, reconstruction, maintenance, and repair, including snow removal, with respect to the building entrance canopy and drive aisles. This maintenance agreement is a personal obligation of Owner and shall be binding upon the executors, administrators, successors, heirs and assigns of Owner. 4. HOLD HARMLESS AND INDEMNITY. In consideration of being allowed to encroach in the City's easement areas, Owner, its/their successors, heirs and assigns, hereby agree(s) to indemnify and hold the City harmless from all costs and expenses, claims and liability, including attorney's fees, relating to or arising out of this grant to Owner of permission to encroach in the City's easement areas for the construction, reconstruction, maintenance, use, operation, and the like of the paved building entrance canopy and access drive aisles. 5. TERMINATION. If the City determines that the building entrance canopy or access drive aisles interfere with the use, maintenance or repair of the City's utilities within the easement areas, Owner upon request by the City shall remove and replace the interference at its/their sole expense. If Owner fails to remove the interference in the timeframe required by the City, the City may remove the parking lot and/or drive aisles and shall have no obligation for damages to, or repair or replacement of the building entrance canopy or drive aisles removed by the City. Further, the Owner consents to the City levying an assessment against the subject property for the City's costs. If Owner fails to maintain the parking lot or fails to remove and replace any interference as provided in this paragraph, the City may, at its sole discretion, terminate this Agreement by giving the current owner of the subject property thirty (30) days advance written notice, except that no notice period 156955v01 2 (Abstract/Torrens Property) SRN:r03/31/2011 will be required in the case of an emergency condition as determined solely by the City and the Agreement may then be terminated immediately. The City may unilaterally terminate this Agreement if the parking lot or drive aisles interfere with any maintenance or improvements within the City's easement areas as determined by the City. 6. RECORDING. This Agreement shall be recorded against the title to the subject property and shall be binding upon Owner, its/their assigns, heirs and successors in interest. (SEAL) STATE OF MINNESOTA ( ss. COUNTY OF WRIGHT CITY OF MONTICELLO :on Brian Stumpf, Mayor Jeff O'Neill, City Administrator The foregoing instrument was acknowledged before me this day of , 20, by Brian Stumpf and by Jeff O'Neill, respectively the Mayor and City Administrator of the City of Monticello, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY PUBLIC 156955v01 3 SRN:r03/31/2011 (Abstract/Torrens Property) STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument ,20 , by THIS INSTRUMENT DRAFTED BY: CAMPBELL KNUTSON Professional Association 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, Minnesota 55121 Telephone: (651) 452-5000 SRN:ms PROPERTY OWNER: was acknowledged before NOTARY PUBLIC me this day of 156955v01 4 (Abstract/Torrens Property) SRN:r03/31/2011 EXHIBIT "A" SKETCH OF CITY DRAINAGE AND UTILITY EASEMENTS 156955v01 $ (Abstract/Torrens Property) SRN:r03/31/2011 EXHIBIT "B" SKETCH DEPICTING BUILDING ENTRANCE CANOPY AND ACCESS DRIVE AISLE ENCROACHMENTS 156955v01 ( (Abstract/Torrens Property) SRN:r03/31/2011 City Council Agenda: 06/12/17 2I. Consideration of adopting Resolution 2017-32 authorizing preparation of a Feasibility Report for improvements to Chelsea Road (between TH 25 and Fallon Avenue) (estimated cost of $85,000) (SB) A. REFERENCE AND BACKGROUND: Staff is requesting Council authorize preparation of a Feasibility Report addressing street, trail, sidewalk and utility improvements along Chelsea Road between TH 25 and Fallon Avenue. Based on Council feedback at the June 26, 2017 Council workshop, it is timely to consider moving forward with these improvements at the same time as the Fallon Avenue overpass project in order to limit major construction and traffic impacts to the year 2018. The segment of Chelsea Road between Edmonson Avenue and west of Fallon Avenue has deteriorated over time and is the last segment of Chelsea Road that has roadside ditches in lieu of curb and gutter with storm sewer. The street department has patched specific areas of pavement deterioration surfaces over the last few years. This type of patching is a temporary fix as cracking and potholes will be reflected again onto the pavement surface within 1-3 years. This segment of Chelsea Road was identified in the City's capital improvement plan for reconstruction with the addition of curb and gutter and storm sewer. In general, it is proposed to reclaim the existing pavement and underlying aggregate base, widen the roadway to 44 feet with curb and gutter, add storm sewer, and repave the street. Soil borings and evaluation will determine the pavement section needed. An evaluation of potential street improvements for the Chelsea Road segment between TH 25 and Cedar Street improvements will also be included in the report. Traffic counts and analysis will be completed along the roadway at the intersection of Chelsea Road and Cedar Street to determine if an intersection improvement is warranted. Trail extension along the north side and sidewalk extension along the south side of Chelsea Road between Cedar Street and Fallon Avenue will be included in the project scope. These facilities will complete system gap connections and provide pedestrian facilities on both sides of Chelsea Road to limit crossings, as is the recommendation on collector roadways. Boulevard tree plantings along the corridor will also be evaluated. An evaluation of extending dual sanitary sewer forcemains within the boulevard of Chelsea Road will also be included in the report. Extension of these forcemains was identified as a need for development in the City's northwest area in 2005 with the former Heritage/Silver Springs development and need to be re-evaluated as growth patterns have since changed. In addition, the forcemain extension was identified as a future improvement as in order to redirect flows from the Marvin Road lift station as capacity of that lift station is limited. Currently these dual foremains extend from the Otter Creek lift station to Cedar Street within the boulevard along Chelsea Road and was planned to extend to the trunk sanitary sewer near the intersection of Fallon Avenue. City Council Agenda: 06/12/17 In general, the Feasibility Report will address the location, existing conditions, proposed improvements, preliminary storm sewer design, estimated costs, funding sources (including special assessments), preliminary project schedule, and determination as to the necessity, feasibility and cost-effectiveness of the proposed improvements. A topographic survey of the project area and soil borings will also be completed. Al. Budget Impact: The estimated costs for the improvements is $2,000,000 which include a contingency and indirect costs. A more detailed cost estimate will be provided in the feasibility report. The estimated cost to complete the feasibility report is $85,000. As discussed at the June 26, 2017 Council workshop, the City plans to issue bonds in 2017 and 2018 for the Fallon Avenue Overpass project and the 2017 Street and Utility Improvement project at the recommended maximum bonding amount of $5M each year. If the Chelsea Road project is constructed in 2018, the City can carry forward bonding for the project in 2019 and upfront funding the construction costs for the project using reserves, capital improvement funds, etc. in 2018. Funding for the proposed improvements will include a future street reconstruction and improvement bond in 2019 that will be repaid by a debt service tax levy. Advancing State Aid funds is another recommended funding option. Special assessments to the benefitting property owners will be a method to repay the debt. Assessments to the benefitting properties will include street, sidewalk and storm sewer assessment components. The Council will need to make a decision on whether trail assessments will be considered. An evaluation of the assessments and financing plan will be included with the feasibility report. The Finance Director will likely recommend during 2018 budget discussions that the debt/capital projects levy be held at levels consistent with prior years and used to provide upfront financing for the street reconstruction projects, other improvement projects and future debt service needs. A bonding reimbursement resolution will be presented for consideration for these projects. A2. Staff Workload Impact: WSB staff will complete the Feasibility Report with utilizing City staff to the maximum extent possible. B. ALTERNATIVE ACTIONS: 1. Motion to adopt Resolution 2017-32 authorizing preparation of a Feasibility Report for improvements to Chelsea Road (between TH 25 and Fallon Avenue). 2. Motion to deny adoption of Resolution 2017-32 at this time. C. STAFF RECOMMENDATION: 2 City Council Agenda: 06/12/17 City staff recommends approving Alternative #1. Chelsea Road has deteriorated over time and are in need of repair and were included in the City's Capital Improvement Plan. Given the increase in development and traffic in the area and anticipated construction of the Fallon Avenue overpass, it is timely to consider moving forward with the project. D. SUPPORTING DATA: • Resolution 2017-32 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2017-32 AUTHORIZING FEASIBILITY REPORT FOR THE IMPROVEMENTS TO CHELSEA ROAD (BETWEEN TH 25 AND FALLON AVENUE) WHEREAS, it is proposed to improve the streets listed below, including the adjustment, construction, reclamation, removal, and/or repair of existing pavement; curb and gutter; sanitary sewer, storm sewer and water supply systems; pathways; sidewalk; signage; traffic control; and other necessary appurtenant work, and to assess the benefitting properties for all or a portion of the cost of improvements, pursuant to Minnesota Statutes, Chapter 429. • Chelsea Road between TH 25 and Fallon Avenue NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF MONTICELL0, MINNESOTA: That the feasibility study for proposed improvements be referred to WSB & Associates, and that the Engineer is instructed to report back to the Council with all convenient speed advising the Council in a preliminary way as to whether the proposed improvement is necessary, cost-effective, and feasible; whether it should best be made as proposed or in connection with some other improvement; and the estimated cost of the improvement as recommended. ADOPTED BY the Monticello City Council this 10th day of July, 2017. CITY OF MONTICELLO Brian Stumpf, Mayor ATTEST: Jeff O'Neill, City Administrator City Council Agenda: 07/10/17 2J. Consideration of adopting Resolution 2017-33 authorizing preparation of a feasibilitv report for improvements to 7th Street (Cedar Street to west of Washington Street) and Cedar Street (south of 7t' Street) (estimated cost of $35,000) (SB) A. REFERENCE AND BACKGROUND: Staff is requesting Council authorize preparation of a Feasibility Report addressing improvements to 7th Street from Cedar to Washington and Cedar Street south of 7th Street. This improvement was identified with the 2016 street and utility improvement project and was recommended to be completed at the same time as the Fallon Avenue Overpass project, which is now anticipated to be constructed in 2018. In general, it is proposed to mill and overlay 7th Street. On -street parking needs and re - striping 7th Street with a center -left- turn lane will be evaluated in the feasibility report. If the post office moves to the 7th Street location, associated sidewalk, access and turn lane improvement needs will be addressed in the report. A bituminous overlay is recommended for the existing trail along 7th Street. The feasibility report will include sidewalk extension along the south side of 7th Street from Cedar Street to the proposed roundabout at 7th Street and Washington Street. It is assumed that minor utility improvements will be needed with the project. Improvements to Cedar Street, south of 7th Street is proposed to include reclaiming the existing pavement and underlying aggregate base and repaving the roadway to its existing width. On -street parking needs will be evaluated. An option to add curb and gutter and stormsewer to the roadway will be presented to the adjacent property owners (VFW and Burger King) and the Council. It is assumed that the adjacent properties would bear the entire cost of the improvements as the roadway solely serves these properties. Assessments for street and sidewalk improvements along 7th Street and Cedar Street will be evaluated with the report. In general, the Feasibility Report will address the location, existing conditions, proposed improvements, estimated costs, funding sources (including special assessments), preliminary project schedule, and determination as to the necessity, feasibility and cost- effectiveness as related to the proposed improvements being considered for assessments. A topographic survey of the project area and soil borings along Cedar Street will also be completed. Soil borings along 7th Street have already been obtained. Al. Budget Impact: The improvements were included in the City's Capital Improvement Plan. The estimated costs for the improvements is $650,000 which include a contingency and indirect costs. A more detailed cost estimate will be City Council Agenda: 07/10/17 provided in the feasibility report. The estimated cost to complete the feasibility report is $35,000. Funding for the proposed improvements will include a future street reconstruction and improvement bond repaid by a debt service tax levy. Special assessments to the benefitting property owners will be a method to repay the debt. Street and sidewalk assessments to the benefitting properties are proposed per the City's assessment policy. As discussed at the June 26, 2017 Council workshop, the City plans to issue bonds in 2017 and 2018 for the Fallon Avenue Overpass project and the 2017 Street and Utility Improvement project at the recommended maximum bonding amount of $5M each year. If the 7th Street and Cedar Street project is constructed in 2018, the City can carry forward bonding for the project in 2019 and upfront funding the construction costs for the project using reserves, capital improvement funds, etc. in 2018. Funding for the proposed improvements will include a future street reconstruction and improvement bond in 2019 that will be repaid by a debt service tax levy. Advancing State Aid funds for 7th Street is another recommended funding option. Special assessments to the benefitting property owners will be a method to repay the debt. Assessments to the benefitting properties will include street and sidewalk assessment components. An evaluation of the assessments and financing plan will be included with the feasibility report. The Finance Director will likely recommend during 2018 budget discussions that the debt/capital projects levy be held at levels consistent with prior years and used to provide upfront financing for the street reconstruction projects, other improvement projects and future debt service needs. A bonding reimbursement resolution will be presented for consideration for these projects. A2. Staff Workload Impact: WSB staff will complete the Feasibility Report with utilizing City staff to the maximum extent possible. B. ALTERNATIVE ACTIONS: 1. Motion to adopt Resolution 2017-33 authorizing preparation of a Feasibility Report for improvements to 7th Street fCedar Street to west of Washington Street) and Cedar Street (south of 7th Street) 2. Motion to deny adoption of Resolution 2017-33 at this time. C. STAFF RECOMMENDATION: City staff recommends approving Alternative #1. 2 City Council Agenda: 07/10/17 D. SUPPORTING DATA: • Resolution 2017-33 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2017-33 AUTHORIZING FEASIBILITY REPORT FOR THE IMPROVEMENTS TO 7TH STREET (CEDAR STREET TO WEST OF WASHINGTON STREET) AND CEDAR STREET (SOUTH OF 7TH STREET) WHEREAS, it is proposed to improve the streets listed below, including the adjustment, construction, reclamation, removal, and/or repair of existing pavement; curb and gutter; sanitary sewer, storm sewer and water supply systems; pathways; sidewalk; signage; traffic control; and other necessary appurtenant work, and to assess the benefitting properties for all or a portion of the cost of improvements, pursuant to Minnesota Statutes, Chapter 429. • 7th Street between Cedar Street and Washington Street • Cedar Street south of 7th Street NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF MONTICELL0, MINNESOTA: That the feasibility study for proposed improvements be referred to WSB & Associates, and that the Engineer is instructed to report back to the Council with all convenient speed advising the Council in a preliminary way as to whether the proposed improvement is necessary, cost-effective, and feasible; whether it should best be made as proposed or in connection with some other improvement; and the estimated cost of the improvement as recommended. ADOPTED BY the Monticello City Council this 10th day of July, 2017. CITY OF MONTICELLO Brian Stumpf, Mayor ATTEST: Jeff O'Neill, City Administrator City Council Agenda: 7/10/17 2K. Consideration of adopting Resolution 2017-35 declaring the official intent of the citv of Monticello to reimburse certain expenditures from the proceeds of bonds to be issued by the citv for the Chelsea Road (west of Fallon Avenue to TH 25) utilitv and street improvements and 7th Street (Cedar Street to west of Washington Street) and Cedar Street (south of 7t" Street) street improvements. (WO) A. REFERENCE AND BACKGROUND: The Internal Revenue Service requires the city to adopt a resolution declaring the official intent to reimburse certain project expenditures from bond proceeds, if the city plans or would issue bonds to finance project costs. By passing this resolution, the city is allowed to include the project costs for reimbursement from future bond proceeds. This item updates the estimated project costs for the Chelsea Road (west of Fallon Avenue to TH 25) utility and street improvements and the 7th Street (Cedar Street to west of Washington Street) and Cedar Street (south of 7th Street) street improvements. At this time the city is planning on issuing bonds to finance this project along with other projects in the city's street reconstruction plan. Al. Budget Impact: By adopting the resolution, the city would have the ability to reimburse itself with bond proceeds for project expenditures. A2. Staff Workload Impact: There would be no impact on the staff by this action. When the city issues bonds there would be staff time and consultant costs related to the bond issue. B. ALTERNATIVE ACTIONS: 1. Motion to approve Resolution 2017-35 declaring the official intent of the city of Monticello to reimburse certain expenditures from the proceeds of bonds to be issued by the city for Chelsea Road (west of Fallon Avenue to TH 25) utility and street improvements and the 7th Street (Cedar Street to west of Washington Street) and Cedar Street (south of 7th Street) street improvements. 2. Motion to not approve a resolution declaring the official intent to reimburse expenditures from the proceeds of bonds at this time. C. STAFF RECOMMENDATION: City staff supports Alternative #1. D. SUPPORTING DATA: 0 Resolution 2017-35 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2017-35 RESOLUTION DECLARING THE OFFICIAL INTENT OF THE CITY OF MONTICELLO TO REIMBURSE CERTAIN EXPENDITURES FROM THE PROCEEDS OF BONDS TO BE ISSUED BY THE CITY FOR CHELSEA ROAD (WEST OF FALLON AVENUE TO TH 25) UTILITY AND STREET IMPROVEMENTS AND 7TH STREET (CEDAR STREET TO WEST OF WASHINGTON STREET) AND CEDAR STREET (SOUTH OF 7TH STREET) STREET IMPROVEMENTS. WHEREAS, the Internal Revenue Service has issued Treas. Reg. § 1.150-2 providing that proceeds of tax-exempt bonds used to reimburse prior expenditures will not be deemed spent unless certain requirements are met; and WHEREAS, the City expects to incur certain expenditures which may be financed temporarily from sources other than bonds, and reimbursed from the proceeds of a bond; WHEREAS, the City has determined to make this declaration of official intent ("Declaration") to reimburse certain costs from proceeds of bonds in accordance with the Reimbursement Regulations. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF MONTICELLO (THE "CITY') AS FOLLOWS.- The OLLOWS. The City reasonably intends to make expenditures for the projects described in Exhibit A (the "Projects"), and reasonably intends to reimburse itself for such expenditures from the proceeds of debt to be issued by the City in the maximum principal amount described in Exhibit A. All reimbursed expenditures will be capital expenditures, costs of issuance of the bonds, or other expenditures eligible for reimbursement under Section 1.150-2(d)(3) of the Reimbursement Regulations. 2. This Declaration has been made not later than 60 days after payment of any original expenditure to be subject to a reimbursement allocation with respect to the proceeds of bonds, except for the following expenditures: (a) costs of issuance of bonds; (b) costs in an amount not in excess of $100,000 or 5 percent of the proceeds of an issue; or (c) "preliminary expenditures" up to an amount not in excess of 20 percent of the aggregate issue price of the issue or issues that finance or are reasonably expected by the City to finance the project for which the preliminary expenditures were incurred. The term "preliminary expenditures" includes architectural, engineering, surveying, bond issuance, and similar costs that are incurred prior to commencement of acquisition, construction or rehabilitation of a project, other than land acquisition, site preparation, and similar costs incident to commencement of construction. 3. This Declaration is an expression of the reasonable expectation of the City based on the facts and circumstances known to the City as of the date hereof. The anticipated original expenditures for the Project and the principal amount of the bonds described in paragraph 1 are consistent with the City's budgetary and financial circumstances. No sources other than proceeds of bonds to be issued by the City are, or are reasonably expected to be, reserved, allocated on a long-term basis, or otherwise set aside pursuant to the City's budget or financial policies to pay such project expenditures. 4. The City Administrator is authorized to designate appropriate additions to Exhibit A in circumstances where time is of the essence, and any such designation shall be reported to the Council at the earliest practicable date and shall be filed with the official books and records of the City as provided in Section 3. 5. This resolution is intended to constitute a declaration of official intent for purposes of Treas. Reg. § 1.150-2 and any successor law, regulation, or ruling. ADOPTED BY the City Council this 10th day of July, 2017. CITY OF MONTICELLO Brian Stumpf, Mayor ATTEST: Jeff O'Neill, City Administrator EXHIBIT A TO OFFICIAL INTENT RESOLUTION NO. 2017-35 ADOPTED July 10, 2017 DATE OF DESCRIPTION OF PROJECT DECLARATION 7/10/2017 CHELSEA ROAD (WEST OF FALLON AVENUE TO TH 25) UTILITY AND STREET IMPROVEMENTS - including, but not limited to, construction of improvements and indirect costs, such as legal, engineering, administrative, right of way acquisition (land, etc.) and financing costs. Engineering costs includes survey, feasibility study, environmental documents, permitting, preliminary and final design, preparation of plans and specs, bidding administration, construction management, staking, inspection and material testing. 7TH STREET (CEDAR STREET TO WEST OF 7/10/2017 WASHINGTON STREET) AND CEDAR STREET (SOUTH OF 7TH STREET) STREET IMPROVEMENTS - Project(s) costs - including, but not limited to, construction of improvements and indirect costs, such as legal, engineering, administrative, right of way acquisition (land, etc.) and financing costs. Engineering costs includes survey, feasibility study, environmental documents, permitting, preliminary and final design, preparation of plans and specs, bidding administration, construction management, staking, inspection and material testing. MAXIMUM PRINCIPAL AMOUNT OF DEBT FOR PROJECT $2,200,000 '.:11 111 City Council Agenda: 07/10/17 2L. Consideration of adopting Resolution 2017-37 accenting the bid and awarding a contract for the 2017 Stoplight Painting Proiect to Pole Painting Plus of Albertville in the amount of $33,800. (TM) A. REFERENCE AND BACKGROUND: Council is asked to consider accepting bids and awarding a contract for the 2017 Stoplight Painting Project. The structures located at Broadway & Elm Street, Broadway & the Hospital, Broadway & Highland Way, TH 25 & School Boulevard and the crosswalk poles at Broadway & Washington were bid this year. The product specifications for the project will be an epoxy coating from Sherwin Williams in the color of Mississippi Bronze to match the new stoplights at the intersection of TH 25 & Broadway and TH 25 & 7th Street. It is very essential to paint and maintain these structures to prevent rusting through the metal. Without maintenance, the structures would corrode and need to be replaced which would cost hundreds of thousands of dollars. Public Works advertised for bids and received one bid from Pole Painting Plus of Albertville, MN in the amount of $33,800; and this amount is within budget. Al. Budget Impact: In preparation for this project, appropriate funds were placed in the 2017 Street Department Budget for stoplight maintenance. A2. Staff Workload Impact: The contractor is estimating the project will take approximately three weeks starting in mid-August. A City inspector will do periodic inspections on the job site. B. ALTERNATIVE ACTIONS: 1. Motion to adopt Resolution 2017-37 accepting the bid and awarding a contract to Pole Painting Plus of Albertville, MN based on their bid of $33,800. 2. Motion to deny awarding a contract for the project at this time. C. STAFF RECOMMENDATION: City staff recommends awarding a contract to Pole Painting Plus for the 2017 stoplight painting project as outlined in Alternative #1. The Public Works and Engineering Departments will be inspecting the project to see that the contractor adheres to the plans and specifications. D. SUPPORTING DATA: • Resolution 2017-37 • Bid from Pole Painting Plus • 2017 Project Map CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2017-37 RESOLUTION ACCEPTING BIDS AND AWARDING CONTRACT FOR THE 2017 STOPLIGHT PAINTING PROJECT WHEREAS, pursuant to an advertisement for bids for the 2017 Stoplight Painting Project, one bid was received, opened and tabulated according to law: Contractor Bid Pole Painting Plus $33,800 WHEREAS, the bid of Pole Painting Plus in the amount of $33,800 is the lowest and only bidder, NOW THEREFORE, BE IT HEREB Y RESOL VED BY THE CITY COUNCIL OF THE CITY OF MONTICELLO: 1. The Mayor and City Administrator are hereby authorized and directed to enter into a contract with Pole Painting Plus for the 2017 Stoplight Painting Project and accept the bid of $33,800. ADOPTED BY the Monticello City Council this 10th day of July, 2017. ATTEST: Jeff O'Neill, City Administrator CITY OF MONTICELLO Brian Stumpf, Mayor Pole Pain[infla'-If 7474 Jason Ave NE Monticello MN 55362 Estimate Name / Address Monticello Tom Moores Monticello Public Works 909 Golf Course Road Monticello, MN 55362 Date 6/19/2017 Estimate # 1026 P.O. # Item Description qty Rate Total Intersections/traffi... Broadway &Elm Street 1 7,800.00 7,800.00 Intersections/traffi... Broadway & Hospital 1 7,800.00 7,800.00 Intersections/traffi... Broadway & Highland Way 1 7,800.00 7,800.00 Intersections/traffi... Broadway & Washington crosswalk poles 2 450.00 900.00 Intersections/traffi... Hwy 25 & School Boulevard 1 9,500.00 9,500.00 Total $33,800.00 •s,.,y�clQ �I�j��1�� /Ii //. ♦ I� I /�iiii wIg : !.p�/iii ri/i' ••�� hyo . � sir\ ♦ ♦ � //� /// �/// ♦ �rrin� � � �D//�I I��Ip I ♦ � ��i SII \I ///I/ �� „► �/ i �/ �j%��`� � �. I,'`j�j/ �1,7�II�/� � IIS♦♦I/I`� � M/iANS iD�/i iii♦�♦ /1 �i�/♦i �pj�:�*Qhrn�� :. IVA 10 All Vin,. JL � d �Ilrr■ M�i Mi. S - R.4= ski WA 1► dom of ot I1 147% ■iiiin "� �n■■■111►.:- M M++ �Ia .` _.�1■111l►Rill 1111► City Council Agenda: 07/10/2017 3A. PUBLIC HEARING - Consideration of adopting Resolution 2017-34 approving the vacation of a portion of drainage and utilitv easements for Lot 2 and Lot 3, Block 1 of Monticello Commerce Center Fifth Addition. Applicant: Laurentian Properties, LLC. (AS/JS) A. REFERENCE AND BACKGROUND: Laurentian Properties, LLC submitted a petition asking Council to call for a public hearing to consider granting vacation of a portion of drainage and utility easements for Lot 2 and Lot 3, Block 1 of Monticello Commerce Center Fifth Addition. The proposed vacation is being to allow the current owner to improve the two properties in accordance with a conditional use permit granted in 2016. The City previously approved an administrative lot combination which combined Lots 2 and 3 into a single parcel. The requested action would vacate the 12' drainage and utility easement lying between Lots 2 and 3, leaving the perimeter easements in place. Al. Budget Impact: Costs for publication of the public hearing notice in the Monticello Times. A2. Staff Workload Impact: Staff impacts at this time are limited to the preparation of the notice documents and reviewing the vacation application. B. ALTERNATIVE ACTIONS: Motion to adopt Resolution 2017-34 approving the vacation of drainage and utility easements for Lot 2 and Lot 3, Block 1 of Monticello Commerce Center Fifth Addition. 2. Motion to deny Resolution 2017-34 approving the vacation of drainage and utility easements for Lot 2 and Lot 3, Block 1 of Monticello Commerce Center Fifth Addition. C. STAFF RECOMMENDATION: City staff recommends Alternative #1. D. SUPPORTING DATA: A. Resolution 2017-34 B. Petition for Vacation C. Easement Vacation Exhibit CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2017-34 RESOLUTION VACATING A PORTION OF DRAINAGE AND UTILITY EASEMENTS FOR LOT 2 AND LOT 3, BLOCK 1, MONTICELLO COMMERCE CENTER FIFTH ADDITION WHEREAS, pursuant to Minnesota States Section 4152.851, after two (2) weeks' published and posted notice of the hearing and after mailing written notice of the hearing at least ten (10) days before a hearing to each property owner affect by the proposed vacation; and WHEREAS, a public hearing on the vacation of drainage and utility easements over the following described property was held on July 10, 2017 at 6:30 p.m. at the Monticello City Hall: That part of 12.00 foot wide drainage and utility easement being centered on the lot line common to Lot 2 and Lot 3, Block 1, MONTICELLO COMMERCE CENTER FIFTH ADDITION, Wright County, Minnesota, lying easterly of a line distant 12.00 feet easterly of, as measured at a right angle to and parallel with the west lines of said Lot 2 and Lot 3, and lying westerly of a line distant 12.00 feet westerly of, as measured at a right angle to and parallel with the east line of said Lot 2 and Lot 3. NOW THEREFORE, BE IT RESOL VED BY THE CITY COUNCIL OF MONTICELLO, MINNESOTA: that the above described drainage and utility easements are vacated. ADOPTED BY the Monticello City Council this 10th day of July, 2017. CITY OF MONTICELLO Brian Stumpf, Mayor ATTEST: Jeff O'Neill, City Administrator CERTIFICATION STATE OF MINNESOTA COUNTY OF WRIGHT I hereby certify that the foregoing is a true and correct copy of a resolution duly passed, adopted and approved by the Monticello City Council at their scheduled meeting on July 10, 2017, and recorded in minutes of said meeting. Jennifer Schreiber, City Clerk Notary Public: Date: (STAMP) April 26, 2017 TO: Community Development Director City of Monticello To Whom it may Concern: Laurentian Properties, LLC, fee owner of property located at 9696 Fallon Avenue, Monticello, MN 55362, (Lot 2 and Lot 3, Block 1, MONTICELLO COMMERCE CENTER FIFTH ADDITION), hereby petition on behalf of Laurentian Properties, LLC, a Minnesota limited liability company, for the vacation of the 12 foot wide drainage and utility easement running along the common line of said Lot 2 and Lot 3, Block I, MONTICELLO COMMERCE CENTER FIFTH ADDITION. Property Information: Lot 2 and Lot 3, Block I, MONTICELLO COMMERCE CENTER FIFTH ADDITION. Wright County, Minnesota, (Located In Section 13 Township 121 Range 25) Property ID Number(s): 155-131-001020 and 155-131-001030 Legal Description: That part of the 12 00 foot wide drainage and utility easement being centered on the lot line common to Lot 2 and Lot 3, Block I, MONTICELLO COMMERCE CENTER FIFTH ADDITION, Wright County, Minnesota, lying easterly of a line distant 12 00 feet easterly of, as measured at a right angle to and parallel with the west Imes of said Lot 2 and Lot 3, and lying westerly of a line distant 12.00 feet westerly of, as measured at a right angle to and parallel with the east lines of said Lot 2 and Lot 3. Thank You, LAURENTIAN P R' 'LLC By. Grant A. a.Wyagu.'en' Member/President �j yl 11 ^II — — — .1110.NOUS — — — — — — — PARMND LOT I POND I I SHED y I Bli ONO OFFICE PpR y i I STEEL FENCE I z — — — — — — — — — TRUCK SCALE l I An— ;\IIi:tLL:0 C0'rs1*n9tRCL'. C!rNI.FR THIRD ADDRION 1 BLOCK 2 NO. 0 50 100 SCALE IN FEET \\ I ci z Vicinity Map NO SCALE MIS *0}', Z!]WAS RD 10 z CC ai o J SCHOOL LVD Z Z Z ILN— Project Location v, 4:J 4s •bI; DRAINAGE AND UTILITY EASEMENTS PER MONTICELLO COMMERCE CENTER FIFTH ADDITION ARE SHOWN AS THUS: ROAD R/W 12l 6--4 I� I � SIDE LT LINE I 2 -----I LI f+ -- REAR LOT LINE) I DIMENSIONS ARE IN FEET Property Information: Lot 2 and Lot 3, Block 1, MONTICELLO COMMERCE CENTER FIFTH ADDITION, Wright County, Minnesota, (Located in Section 13 Township 121 Range 25) Property ID Number(s): 155-131-001020 and 155-131-001030 Legal Description: That part of the 12.00 foot wide drainage and utility easement being centered on the lot line common to Lot 2 and Lot 3, Block 1, MONTICELLO COMMERCE CENTER FIFTH ADDITION, Wright County, Minnesota, lying easterly of a line distant 12.00 feet easterly of, as measured at a right angle to and parallel with the west lines of said Lot 2 and Lot 3, and lying westerly of a line distant 12.00 feet westerly of, as measured at a right angle to and parallel with the east lines of said Lot 2 and Lot 3. jJj�yyffZ�7- Denotes easement area to be vacated REVISIONSAS OF DATE 1 I HEREBY CERTIFY THAT THIS PLAN, SURVEY, OR REPORT 13 North 11th Avenue WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION 320-259-1-259 288 MN 58303 AND THAT I AMA DULY REGISTERED LAND SURVEYOR 32UNDER THE LAWS OF THE STATE OF MINNESOTA. K -LD KRAMER LEAS DELEO �oM��LTr�L�o 5/24/2017 4URVEYI NO • EN D I NEERI Ne • PLANNINa Signature: BRAINERD ST. CLOUD Samuel J. DeLeo, MN License No. 40341 Date J PROJECT NO. INTER1001 { i EASEMENT VACATION DRAWING 9696 Fallon Ave. City of Monticello, County of Wright, State of Minnesota Located in Section 13, Township 121 North, Range 25 West Council Agenda: 07/10/17 3B. Consideration of Resolution 2017-38 authorizing the issuance, sale and delivery of revenue Notes and approving the form of and authorizing the execution and delivery of the Notes and related documents for the SRCS Building Companv (Swan River Montessori Charter School) (WO) A. REFERENCE AND BACKGROUND: What is Conduit Financing? Conduit financing is a financing mechanism for private companies, non -profits and public authorities that funds projects through the issuance of tax-exempt municipal bonds. These are essentially revenue bonds and are also known as conduit, private activity or pass-through bonds. Conduit financing supports projects as varied as hospitals, universities, public works, housing and industrial development. In this case, using the city as conduit, the non-profit SRCS Building Company (Swan River Montessori Charter School) is refinancing debt incurred for school improvements. The SRCS Building Company has proposed to use the proceeds of the Series 2017A and 2017B Notes to: 1) refinance the acquisition, renovation, construction, and equipping of the school facilities; 2) finance certain capital improvements to school facilities; and 3) to pay the costs of issuance of the notes. The Series 2017A and 2017B Notes will not constitute a general or moral obligation of the City and will not be secured by or payable from any property or assets of the City (other than the interests of the City in the Loan Agreement) and will not be secured by any taxing power of the City. Al. Budget Impact: All costs excluding clerical staff duties are covered by the Borrower. A2. Staff Workload Impact: Requires staff to coordinate and record council action. A3. Legal Review: Kennedy and Graven are processing the refinancing. B. ALTERNATIVE ACTIONS: 1. Motion to approve Resolution 2017-38 authorizing the issuance, sale and delivery of a revenue Notes and approving the form of and authorizing the execution and delivery of the Note and related documents for the SRCS Building Company (Swan River Montessori Charter School) 2. Motion to deny Resolution 2017-38 authorizing the issuance, sale and delivery of a revenue Notes and approving the form of and authorizing the execution and delivery of the Note and related documents for the SRCS Building Company (Swan River Montessori Charter School) 3. Other Council Agenda: 07/10/17 C. STAFF RECOMMENDATION: City Staff recommends Alternative #1. D. SUPPORTING DATA: A. Resolution 2017-38 B. Kennedy and Graven Letter CITY OF MONTICELLO, MINNESOTA RESOLUTION NO. 2017-38 RESOLUTION AUTHORIZING THE ISSUANCE, SALE, AND DELIVERY OF A REVENUE NOTES AND APPROVING THE FORM OF AND AUTHORIZING THE EXECUTION AND DELIVERY OF THE NOTES AND RELATED DOCUMENTS BE IT RESOLVED by the City Council (the "Council") of the City of Monticello, Minnesota (the "City") as follows: Section 1. Recitals. 1.01. Statutory Authority. The City is a statutory city and political subdivision duly organized and existing under the Constitution and laws of the State of Minnesota. Pursuant to Minnesota Statutes, Sections 469.152 through 469.1655, as amended (the "Act"), the City is authorized to issue revenue obligations to finance and refinance, in whole or in part, the cost of the acquisition, construction, reconstruction, improvement, betterment, or extension of a "project," defined in the Act, in part, as any properties, real or personal, used or useful in connection with a revenue producing enterprise. 1.02. The Facilities. SRCS Building Company, a Minnesota nonprofit corporation (the "Company"), owns the buildings located at 411, 500, and 503 Maple Street in the City (collectively, along with all related facilities and improvements thereto, the "School Facilities") for educational purposes. The Company currently leases the School Facilities to Swan River Montessori Charter School, a Minnesota nonprofit corporation (the "School"), for the operation of a preschool and elementary school, and will continue to lease the School Facilities to the School pursuant to a Lease Agreement between the Company and the School. 1.03. The Notes. The Company has requested that the City issue its Educational Facilities Revenue Note (Swan River Charter School Project), Series 2017A (the "Series 2017A Note"), in the original aggregate principal amount not to exceed $1,000,000 and its Educational Facilities Revenue Note (Swan River Charter School Project), Series 2017B (the "Series 2017B Note" and collectively with the Series 2017A Note, the "Notes"), in the original aggregate principal amount not to exceed $1,300,000. The proceeds derived from the sale of the Notes will be loaned to the Company pursuant to a Loan Agreement, to be dated on or after July 15, 2017 (the "Loan Agreement"), between the City and the Company, to (i) refinance outstanding debt of the Company which previously financed the acquisition, renovation, construction and equipping of the School Facilities; (ii) finance certain capital improvements to the School Facilities; and (iii) pay the costs of issuance of the Notes (the "Project"). The Notes are proposed to be purchased by Sherburne State Bank, a Minnesota banking corporation (the "Lender"). 5024570 GAF MN190-155 1.04. Tax -Exempt Status of Combanv and the School. The Company and the School have both represented to the City that they are exempt from federal income taxation under Section 501(a) of the Internal Revenue Code of 1986, as amended (the "Code"), as a result of the application of Section 501(c)(3) of the Code. 1.05. Loan Repavments. The loan repayments to be made by the Company under the Loan Agreement will be fixed so as to produce revenue sufficient to pay the principal of, premium, if any, and interest on the Notes when due. The City will assign its rights to the basic payments and certain other rights under the Loan Agreement to the Lender, pursuant to the terms of a Pledge and Assignment Agreement, to be dated on or after July 15, 2017 (the "Pledge and Assignment of Loan Agreement"), between the City, the Company, and the Lender. The Company's obligation to make loan repayments under the Loan Agreement will be secured by: (i) a Combination Mortgage, Security Agreement, Assignment of Rents and Fixture Financing Statement, to be dated on or after July 15, 2017 (the "Series 2017A Mortgage"), relating to the Series 2017A Note from the Company to the Lender; (ii) a Combination Mortgage, Security Agreement, Assignment of Rents and Fixture Financing Statement, to be dated on or after July 15, 2017 (the "Series 2017B Mortgage" and together with the Series 2017A Mortgage, the "Mortgage"), relating to the Series 2017B Note from the Company to the Lender; (iii) an Assignment of Lease, to be dated on or after July 15, 2017 (the "Assignment of Lease"), from the Company to the Lender; (iv) a Pledge and Covenant Agreement, to be dated on or after July 15, 2017 (the "Pledge Agreement"), between the School and the Lender, pledging certain revenues of the School, including money due to the School from the State of Minnesota Lease Aid Payment Program; and (v) other security provided or arranged by the Borrower or the School. 1.06. Disbursement of Note Proceeds. The proceeds of the Notes will be disbursed by the Lender to the Company pursuant to the Loan Agreement. 1.07. Documents. Forms of the following documents have been submitted to the City and are now on file with the City: (i) the form of the Notes; (ii) the Loan Agreement; (iii) the Pledge and Assignment of Loan Agreement; (iv) the Mortgage; and (v) the Assignment of Lease. 1.08. Public Hearing. (a) Section 147(f) of the Internal Revenue Code of 1986, as amended (the "Code"), and regulations promulgated thereunder, requires that prior to the issuance of the Notes, the Council approve the Notes after conducting a public hearing thereon. Section 469.154, subdivision 4 of the Act requires that prior to submitting an application to the Minnesota Department of Employment and Economic Development ("DEED") for approval of the Project, the Council must conduct a public hearing on the proposal to undertake projects authorized to be financed under the terms of the Act. (b) A notice of public hearing (the "Public Notice") was published in the Monticello Times, the official newspaper and a newspaper of general circulation in the City, with respect to (i) the required public hearing under Section 147(f) of the Code; (ii) the required public hearing under Section 469.154, subdivision 4 of the Act; and (iii) the 5024570 GAF MN190-155 2 approval of the issuance of the Notes. The Public Notice was published at least fourteen (14) days prior to the date of the public hearing. On the date hereof, the Council conducted a public hearing at which a reasonable opportunity was provide for interested individuals to express their views, both orally and in writing, with respect to the proposed issuance of the Notes and the location and nature of the Project. Section 2. Issuance of the Notes. 2.01. Findings. The Council hereby finds, determines, and declares that: (a) The issuance and sale of the Notes, the execution and delivery by the City of the Notes, the Loan Agreement, and the Pledge and Assignment of Loan Agreement, and the performance of all covenants and agreements of the City contained in the Loan Agreement and the Pledge and Assignment of Loan Agreement are undertaken pursuant to the Act. (b) The refinancing of outstanding taxable debt of the Borrower which previously financed the acquisition, construction and equipping of the School Facilities, and the financing of certain capital improvements to the School Facilities, furthers the economic development purposes stated in Section 469.152 of the Act, constitutes a and a revenue producing "project," as defined in Section 469.153, subdivision 2(b) of the Act. (c) The loan repayments to be made by the Company under the Loan Agreement are fixed to produce revenues sufficient to provide for the prompt payment of principal of, premium, if any, and interest on the Notes issued under this resolution when due, and the Loan Agreement also provides that the Company is required to pay all expenses of the operation and maintenance of the School Facilities, including, but without limitation, adequate insurance thereon and insurance against all liability for injury to persons or property arising from the operation thereof, and all lawfully imposed taxes and special assessments levied upon or with respect to the School Facilities and payable during the term of the Loan Agreement. (d) As provided in the Loan Agreement, the Notes shall not be payable from nor charged upon any funds other than the revenues pledged to its payment, nor shall the City be subject to any liability thereon, except as otherwise provided in this paragraph. No holder of the Notes shall ever have the right to compel any exercise by the City of its taxing powers to pay any of the Notes or the interest or premium thereon, or to enforce payment thereof against any property of the City except the interests of the City in the Loan Agreement and the revenues and assets thereunder, which will be assigned to the Lender under the Pledge and Assignment of Loan Agreement. The Notes shall not constitute a charge, lien, or encumbrance, legal or equitable, upon any property of the City, except the interests of the City in the Loan Agreement, and the revenues and assets thereunder, which will be assigned to the Lender under the Pledge and Assignment of Loan Agreement. The Notes shall recite that the Notes are issued pursuant to the Act, and that the Notes, including interest and premium, if any, thereon, are payable solely from the revenues and assets pledged to the payment thereof, and the Notes shall not 5024570 GAF MN190-155 3 constitute a debt of the City within the meaning of any constitutional or statutory limitations. 2.02. Issuance and Sale of the Notes. The City hereby authorizes the issuance of the Notes in the aggregate principal amount not to exceed $2,300,000, in one or more series, in the forms, and with the terms set forth in the form of the Notes now on file with the City. The aggregate principal amount of the Notes, the interest rate of the Notes, the terms for adjustment of the interest rate on the Notes, the date of the documents referenced in this resolution and the Notes, and the terms of redemption of the Notes may be established or modified with the approval of the City. The execution and delivery of the Notes shall be conclusive evidence that the City has approved such terms as subsequently established or modified. The offer of the Lender to purchase the Notes at the price of par plus accrued interest, if any, to the date of delivery at the interest rate or rates specified in the Notes is hereby accepted. Upon approval of the Project by DEED, the Mayor of the City (the "Mayor") and the City Administrator of the City (the "City Administrator") are authorized and directed to prepare and execute the Notes as prescribed in the Loan Agreement and the Notes shall be delivered to the Lender. The Mayor and City Administrator are hereby authorized to execute and deliver any agreements with any depository institution, including any representation letter or amendment to any existing representation letter, in the event the City and the Lender elect to register the Notes in book -entry form. 2.03. Special, Limited Obligation of Citv. The Notes shall be special, limited obligations of the City, and the principal of, premium, if any, and interest on the Notes shall be payable solely from the proceeds of the Notes, the revenues derived from the Company pursuant to the Loan Agreement, and the security provided by the Company in accordance with the terms of the Loan Agreement, the Mortgage, the Assignment of Lease, the Pledge Agreement, and any and all other security of any kind or nature provided by the Company to the Lender. The Notes will be subject to the provisions of a Tax Certificate, to be dated on or after July 15, 2017 (the "Tax Certificate"), by the Company and the School. 2.04. Approval of Documents. The Loan Agreement and the Pledge and Assignment of Loan Agreement are hereby approved in substantially the forms on file with the City on the date hereof. The terms of the Loan Agreement and the Pledge and Assignment of Loan Agreement may be established or modified with the approval of the City. The execution and delivery of such documents shall be conclusive evidence that the City has approved such terms as subsequently established or modified. The Mayor and City Administrator are authorized and directed to execute and deliver the Loan Agreement and the Pledge and Assignment of Loan Agreement and such other documents as may be necessary to close the issuance of the Notes. Copies of all of the documents necessary to the transaction herein described shall be delivered, filed, and recorded as provided herein and in the Loan Agreement. 2.05. Certifications of the Citv. The Mayor, City Administrator, and Finance Director of the City and other officers, employees, and agents of the City are hereby authorized and directed to prepare and furnish to bond counsel and the Lender certified copies of all proceedings and records of the City relating to the issuance of the Notes, including a certification of this resolution. Such officers, employees, and agents are hereby authorized to execute and deliver, 5024570 GAF MN190-155 4 on behalf of the City, all other certificates, instruments, and other written documents that may be requested by bond counsel, the Lender, or other persons or entities in conjunction with the issuance of the Notes. Without imposing any limitation on the scope of the preceding sentence, such officers, employees, and agents are specifically authorized to execute and deliver one or more certificates of the City, an endorsement of the City to the Tax Certificate, an Information Return for Tax -Exempt Private Activity Bond Issues, Form 8038, and all other documents and certificates as shall be necessary and appropriate in connection with the issuance, sale, and delivery of the Notes. The City hereby authorizes Kennedy & Graven, Chartered, acting as bond counsel, to prepare, execute, and deliver its approving legal opinion with respect to the Notes. 2.06. Security for the Notes. The City hereby authorizes the Company to provide such security for payment of its obligations under the Loan Agreement and for payment of the Notes, including the Mortgage, the Assignment of Lease, and the Pledge Agreement, as is agreed upon by the Company and the Lender, and the City hereby approves the execution and delivery of such security. 2.07. DEED Application. As required by the terms of Section 469.154 of the Act, the employees, officers, and agents of the City are hereby authorized and directed to submit an application to DEED for approval of the Project and the issuance of the Notes. 2.08. Bank Qualification Designation. The City hereby designates the Notes as "qualified tax-exempt obligations" pursuant to Section 265(b)(3) of the Code. Section 3. Miscellaneous. 3.01. Agreements Binding. All agreements, covenants, and obligations of the City contained in this resolution and in the above -referenced documents shall be deemed to be the agreements, covenants, and obligations of the City to the full extent authorized or permitted by law, and all such agreements, covenants, and obligations shall be binding on the City and enforceable in accordance with their terms. No agreement, covenant, or obligation contained in this resolution or in the above -referenced documents shall be deemed to be an agreement, covenant, or obligation of any member of the Council, or of any officer, employee, or agent of the City in that person's individual capacity. Neither the members of the Council nor any officer executing the Notes shall be liable personally on the Notes or be subject to any personal liability or accountability by reason of the issuance of the Notes. 3.02. Rights Conferred. Except as herein otherwise expressly provided, nothing in this resolution or in the Loan Agreement, expressed or implied, is intended or shall be construed to confer upon any person, firm, or corporation other than the City and the registered and beneficial owners of the Notes, any right, remedy, or claim, legal or equitable, under and by reason of this resolution or any provision hereof or of the Loan Agreement or any provision thereof, this resolution, the Loan Agreement and all of their provisions being intended to be, and being for the sole and exclusive benefit of the City and the registered and beneficial owners of the Notes issued under the provisions of this resolution and the Loan Agreement, and the Company to the extent expressly provided in the Loan Agreement. 5024570 GAF MN190-155 5 3.03. Validitv. In case any one or more of the provisions of this resolution, or of the documents mentioned herein, or of the Notes issued hereunder shall for any reason be held to be illegal or invalid, such illegality or invalidity shall not affect any other provision of this resolution, or of the aforementioned documents, or of the Notes, but this resolution, the aforementioned documents, and the Notes shall be construed and endorsed as if such illegal or invalid provisions had not been contained therein. If for any reason the Mayor or the City Administrator, or any other officers, employees, or agents of the City authorized to execute certificates, instruments, or other written documents on behalf of the City, shall for any reason cease to be an officer, employee, or agent of the City after the execution by such person of any certificate, instrument, or other written document, such fact shall not affect the validity or enforceability of such certificate, instrument, or other written document. If for any reason the Mayor or the City Administrator is unable to execute and deliver the documents referred to in this resolution, such documents may be executed by any member of the City Council or any officer of the City delegated the duties of the Mayor or the City Administrator with the same force and effect as if such documents were executed and delivered by the Mayor or the City Administrator. 3.04. Costs. The Borrower will pay the administrative fees of the City and pay, or, upon demand, reimburse the City for payment of, any and all costs incurred by the City in connection with financing the Project and issuing the Notes, whether or not the Notes are issued. 3.05. Commitment Conditional. The adoption of this resolution does not constitute a guaranty or firm commitment that the City will issue the Notes as requested by the Borrower. The City retains the right in its sole discretion to withdraw from participation and accordingly not to issue the Notes, or issue the Notes in an amount less than the amount referred to herein, should the City at any time prior to issuance thereof determine that it is in the best interest of the City not to issue the Notes, or to issue the Notes in an amount less than the amount referred to in Section 1.03 hereof, or should the parties to the transaction be unable to reach agreement as to the terms and conditions of any of the documents required for the transaction. 3.06. Effective Date. This resolution shall be in full force and effect from and after its approval. The approvals contained in the resolution are effective for one year after the date hereof. (The remainder of this page is intentionally left blank.) 5024570 GAF MN190-155 6 Adopted by the City Council of the City of Monticello, Minnesota this 10' day of July, 2017. Mayor ATTEST: City Administrator 5024570 GAF MN190-155 5024570 GAF MN190-155 470 U.S. Bank Plaza ® Offices in 200 South Sixth Street a Minneapolis Minneapolis, MN 55402 ®'SII I. i�lllii (612) 337-9300 telephone Saint Paul (612) 337-9310 fax e ' St. Cloud vnvw.kennedy-graven.com C H A R T E R E D Affirmative Action, Equal Opportunity Employer GINA FIORINI Attorney at Law Direct Dial (612) 337-9210 Email: gfiorini@kennedy-graven.com July 5, 2017, Wayne Oberg Finance Director City of Monticello 505 Walnut Street Monticello, Minnesota 55362 Re: Proposed issuance of revenue obligations by the City of Monticello for the benefit of SRCS Building Company and Swan River Montessori Charter School Dear Mr. Oberg, As you know, SRCS Building Company, a Minnesota nonprofit corporation (the "Borrower") has requested that the City issue its conduit revenue obligations in the approximate aggregate principal amount of $2,300,000 (the "Notes"), pursuant to Minnesota Statutes, Sections 469.152 through 469.1655, as amended (the "Act"). The City Council is being asked to adopt the attached resolution on Monday, July 10, 2017, following a public hearing, which provides final approval for the issuance of the Notes. If the City agrees to issue the Notes, the Company will use the proceeds of the Notes to (i) refinance outstanding taxable debt of the Borrower which previously financed the acquisition, renovation, construction and equipping of the public charter school buildings and related facilities located at 411, 500, and 503 Maple Street in the City (collectively, the "School Facilities"); (ii) finance certain capital improvements to the School Facilities; and (iii) pay the costs of issuance of the Notes (the "Project"). The Company will own the Facility and lease portions thereof to the Swan River Montessori Charter School, a Minnesota nonprofit corporation and public charter school ("School"), for the operation of an elementary school, pursuant to a lease agreement between the Company and School. The Company has requested that the City Council approve the proposed financing and the issuance of the Notes after conducting a public hearing on July 10, 2017, to satisfy the requirements of Section 147(f) of the Internal Revenue Code of 1986, as amended (the "Code"), and Section 469.154, subdivision 4 of the Act. The Notes are proposed to be privately placed with Sherburne State Bank (the "Lender"). If the Notes are authorized to be issued by the City Council, it will be issued as a conduit revenue bond secured solely by the revenues derived from a loan agreement (the "Loan Agreement") to be executed by the City and the Company and from other security provided by the Company. The Notes will not constitute a general or moral obligation of the City and will not be secured by or payable from any property or assets of the City (other than the interests of the City in the Loan Agreement) and will not be secured by any taxing power of the City. The Notes will not be subject to any debt limitation imposed on the City and the issuance of the 502772vl GAF MN 190-155 Notes will not have any adverse impact on the credit rating of the City, even in the event that the Company encounters financial difficulties with respect to the Project to be financed with the proceeds of the Notes. The Notes are proposed to be issued as a tax-exempt obligation, the interest on which is not includable in gross income for federal income tax purposes. Tax-exempt obligations are usually not eligible for purchase by banks and other financial institutions, but Section 265(b)(3) of the Internal Revenue Code of 1986, as amended (the "Code"), permits each issuer of tax-exempt obligations to designate up to $10,000,000 of tax-exempt bonds as "qualified tax-exempt obligations" (sometimes referred to as "bank -qualified bonds") that are eligible for purchase by banks and other financial institutions. In order to issue bank -qualified bonds, the issuer must not expect to issue more than $10,000,000 of bonds (other than private activity bonds that are not qualified 501(c)(3) bonds) in a calendar year. The Company has requested that the City designate the Notes as qualified tax-exempt obligations for purposes of Section 265(b)(3) of the Code. The Notes, if issued, will count towards the $10,000,000 of bank -qualified bonds the City may issue in 2017. Under the terms of the Loan Agreement, the Company will pay all of the City's fees and expenses and pay the City an administrative fee. I will attend the City Council meeting on July 10, 2017, and can answer any questions that may arise during the meeting. Please contact me with any questions you may have prior to the City Council meeting. Sincerely, Ginff'Fiorini 502772v1 GAF MN 190-155 2 City Council Agenda — 7/10/17 4A. Consideration of a request for Comprehensive Plan Amendment reguiding Outlots C & D, Otter Creek Crossing from `Places to Shop' to `Places to Work' and a request for Rezoning the subiect parcels from a B-4 (Regional Business) District to a I-1 (Light Industrial) District. Applicant: Jim Bowers and John Chadwick (NAC) Property: Outlot C & D, Otter Creek Crossing 155-171-000030 & 155-171-000040 Lengthy Legals for Parcels Planning Case Number: 2017-013 A. REFERENCE & BACKGROUND The applicant has requested that the City Council table action on this item until July 24th, 2017. B. ALTERNATIVE ACTIONS Motion to table action on the request for Comprehensive Plan Amendment reguiding Outlots C & D, Otter Creek Crossing from `Places to Shop' to `Places to Work' and a request for Rezoning the subject parcels from a B-4 (Regional Business) District to a I-1 (Light Industrial) District to the July 24th, 2017 meeting of the City Council. 2. Motion of other. C. STAFF RECOMMENDATION Staff defers to Council on the request to table. D. SUPPORTING DATA A. Request to Table Anqela Schumann From: Wayne Elam < Sent: Thursday, July 6, 2017 12:29 PM To: Angela Schumann Cc: Jennifer Schreiber Subject: RE: Application Letter Status Yes, Jim Bowers is agreeable. He was in Monticello prior to the 4111, I met with him and he wants to continue. I told him that I thought we would be on the city council meeting of July 24"'. Wayne Welme Elam 3 Highway 55 VV1est., Buf o, MN 55313 J COMM RCIAL REALTY 501UPORS From: Angela Schumann [mailto:Angela.Schumann@ci.monticello.mn.us] Sent: Thursday, July 06, 2017 12:26 PM To: Wayne Elam , Cc: Jennifer Schreiber <Jennifer.Schreiber@ci.monticello.mn.us> Subject: RE: Application Letter Status Please confirm that Bowers is agreeable to tabling to 7/24. Angela Schumann, AICP Community Development Director City of Monticello www.ci.monticello.mn.us 763-271-3224 Email correspondence to and from the City of Monticello government office is subject to the Minnesota Government Data Practices Act and may be disclosed to third parties.