The URL can be used to link to this page

City Council Agenda Packet 02-27-2017AGENDA REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, February 27, 2017 — 6:30 p.m. Mississippi Room, Monticello Community Center 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/Workshop Minutes from February 13, 2017 • Regular Meeting Minutes from February 13, 2017 C. Consideration of Adding Items to the Agenda D. Citizen Comments E. Public Service Announcements/Updates F. Council Liaison Updates • Hwy 25 Coalition • MCC Advisory Board G. Department Updates • City Administrator Update • Update on Federal Funding (Shibani Bisson) • MCC Update 2. Consent Agenda A. Consideration of approving payment of bills B. Consideration of approving new hires and departures for City departments C. Consideration of approving the sale/disposal of surplus city property D. Consideration of appointing a representative to the Monticello Economic Development Authority to fill commissioner vacancy of term set to expire on 12- 31-2020 E. Consideration of adopting Resolution 2017-06 stating intent to reimburse from bond proceeds for the Fallon Avenue Overpass, City Project No. 16CO06 F. Consideration of approving the resurfacing of the Community Center walking track for a total amount of $23,750 G. Consideration of modifying GMEF Loan Guidelines extending timeline for real estate financing balloon payment from 5 years to 10 years H. Consideration of adopting Resolution 2017-07 to Advance Municipal State Aid funds for the 2016 Street Reconstruction Project, City Project No. 15CO01 and the TH 25/7th Street Project, City Project No. 15CO04 I. Consideration of approving a request for amendment to Conditional Use Permit for Development and Final Stage Planned Unit Development for multi -tenant specialty dental facility in a B-4 (Regional Business) District. Applicant: bdh + young 2A. Consideration of items removed from the consent agenda for discussion 3. Public Hearings A. PUBLIC HEARING — Consideration of adopting Resolution 2017-09 ordering improvements and authorizing preparation of plans and specifications for the 2017 Street Reconstruction and Utility Improvement Project, City Project 16CO03 4. Regular Agenda A. Consideration of advertising position opening for Public Works Director/City Engineer position B. Consideration of funding a $1,500 expense for 2017 for partnership in a prairie restoration and enhancement project at the Great River Trails area and to direct for budgeting purposes an expense of $1,200 per year for three years for on-going maintenance of the restoration area 5. Added Items 6. Adjournment MINUTES SPECIAL MEETING — MONTICELLO CITY COUNCIL Monday, February 13, 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, Tom Pawelk, Rachel Leonard, and Jim Thares Others: Park Commission members Nancy McCaffrey and Larry Nolan. 1. Call to Order Mayor Brian Stumpf called the special meeting to order at 5 p.m. 2. Downtown Art Park Grant Application Angela Schumann, Community Development Director, gave a brief introduction on the Downtown Art Park Grant Application to Art Place. Tom Pawelk, Park Superintendent, provided background information related to parks and public art and introduced Sue Seeger, the artist who is partnering on this grant project. Sue Seeger recently presented a sculpture, created mainly from donated bicycle parts, to the City of Monticello. This sculpture is located in Montiview Park. Sue Seeger presented her ideas for public art placement in the City of Monticello as part of this grant application. She commented on placemaking, economic development, and the use of underutilized City properties. As part of the grant, there are three proposed future pocket art parks. These three small art parks will connect the Monticello Community Center to West Bridge Park and include: the old Monticello Community Center Skate Park; 3rd Street Municipal Parking Lot; and Front Street at West Bridge Park. They would feature original art and be available for community events. Angela Schumann commented that these projects fit well with the current vision for the downtown area. These art parks can help fill gaps along the Walnut Street corridor and increase interest in the downtown. Ms. Seeger noted there is $500,000 available from this grant with no required matching funds from the City. She added the finalists will be announced at the end of May. If the City is a finalist, a more detailed application will be submitted. If the City of Monticello is awarded the grant, the project timeframe will run from January 2018 until June 2020. Councilmember Gabler moved to authorize City support for proceeding with the Art Place grant as proposed. Councilmember Fair seconded the motion. Motion carried unanimously. City Council Special Meeting Minutes — February 13, 2017 1 1 3. Adjournment By consensus the meeting was adjourned at 5:45 p.m. Recorder: Jennifer Schreiber Approved: Attest: City Administrator City Council Special Meeting Minutes — February 13, 2017 1 1 REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, February 13 — 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 A. Call to Order & Pledue of Allegiance Mayor Stumpf called the meeting to order at 6:30 p.m. with a quorum present. The pledge of allegiance was recited. B. Approval of Meeting Minutes • Special Meeting Minutes from J nuary 23, 2017 Councilmember Fair moved approval of minutes as amended. Councilmember Gabler seconded. Motion carried unanimously. • Regular Meeting Minutes from Jatjuary 23, 2017 Councilmember Fair moved approval of minutes. Councilmember Davidson seconded the motion. Motion carried unanimously. C. Consideration of AddiItems to the Agenda • None. D. Citizen Comments • None. E. Public Service Aouncements • Rachel Leonard, Communication Coordinator, provided updates on the following: - President's Day hours - Spring Tree Sale • Angela Schumann, Community Development Director commented on the Small Land Use Area Study related to the downtown. As part of the study, the group is seeking community input. Ms. Schumann commented on two engagement activites: 1) A vision bulletin board; and 2) Dotmocracy — which is taking place at the Library. F. Council Liaison Updates • Highway 25 Coalition — Mayor Stumpf commented on the following: the coalition elected officers; meetings will be held in Monticello, a grant of City Council Minutes — February 13, 2017 Page 1 1 6 $25,000 was received from BNSF. At the February meeting the Coalition will review the RFPs for the Highway 25 Corridor Study. • Parks Commission — Councilmember Fair provided an overview of the Parks Commission Meeting. The group reviewed the following: the base map for pathway and trail system; a fee scheduling system for parks (including the new field); installing 3 large planters this spring on Highway 25; the completion of the Ellison park shelter is on schedule; and the first trails have been marked in the Montiview park. • BCOL — Mayor Stumpf noted the following: approval of a maintenance agreement for undeveloped acreage; there will be a RFP review committee meeting on February 24 in regard to the design and build of the beach house; Wright County has submitted a request for funding from the Federal Recreation Trail Grant which would expedite bike trails on the north end of the park; the Earth Day volunteer day event will be on April 22; and looking at a partnership with Clearwater Outfitters for equipment rental. • IEDC — Jim Thares, Economic Development Manager provided an update. The update included information on: four active prospects; update on the CEDS process which takes approximately a year; and a presentation/discussion on business expansion and retention. Mr. Thares mentioned that the next CEDS meeting will take place on February 23 in Delano. • Planning Commission - Councilmember Gabler noted that the group held two public hearings: 1) Conditional Use Permit for Development and Final Stage Planned Unit Development for multi -tenant specialy dental facility in a B-4 District; and 2) Adoption of the Monticello 2017 Official Zoning Map. She also noted that the Commission is looking for a representative. • EDA — Jim Thares gave an update on the meeting. The group held their annual business meeting and elected officers and discussed the modification of GMEF Loan Guidelines. Mr. Thares noted that Finance Director Wayne Oberg presented a year-end financial report. Councilmember Davidson mentioned that the group also contemplated new funding resources. G. Department Updates Jeff O'Neill, City Administrator, provided updates on the following items: 1. Pancakes and Politics with Congressman Emmer will be on February 24. The event is hosted by Chamber of Commerce. 2. Mr. O'Neill is meeting with Marion O'Neill on February 21 to discuss legislative issues. 3. The City Council Special meeting on goal setting will be February 28 from noon — 4 p.m. Mayor Stumpf provided an update on the special meeting workshop that was held before the regular meeting. At the meeting the City Council voted to proceed with an Art Place grant application. City Council Minutes — February 13, 2017 Page 2 1 6 • DMC — Carolyn Granger, Deputy Registrar Manager, and Wayne Oberg gave a presentation. The presentation included: mission statement, core values, information on staff, and DMV statistics including transactions, revenue, and operations. Liquor Store — Randall Johnson, Liquor Store Manager, and Wayne Oberg gave a presentation. The presentation included: annual sales, monthly sales, and improvements, events, and overview of 2016. 2. Consent Agenda Councilmember Fair moved to approve Consent Agenda excluding G, J, and Q. Councilmember Gabler seconded the motion. Motion carried unanimously. A. Consideration of approving the payment of bills. Recommendation: Approved the bill and purchase card registers for a total amount of $991,688.62. B. Consideration of approving new hires/departures. Recommendation: Approved hires for MCC and terminations for MCC and Liquor Store. C. Consideration of approving the sale/disposal of surplus city property. Recommendation: Approved the surplus lists as presented. D. Consideration of approving a Therapeutic Massage Enterprise License for Lily's Massage located at 141 E. Broadway, Suite 2. Recommendation: Approved the Therapeutic Massage Enterprise License for Lily's Massage located at 141 E. Broadway, Suite 2. E. Consideration of approving a Special Event Permit for the March Madness 5K to take place on March 18, 2017, sponsored by the Monticello High School Track/CC Booster Club. Recommendation: Approved the Special Event Permit for the March Madness 5K. F. Consideration of approving an application for a temporary charitable gambling permit for raffle to be conducted by the Wright County Ducks Unlimited Chapter 39, in conjunction with their annual banquet on May 1, 2017. Recommendation: Approved the temporary gambling permit for the Wright County Ducks Unlimited Chapter 39. G. Consideration of appointing Michael Mossey as Monticello Fire Chief as recommended by Fire Department personnel and appointing him as a representative to the Fire Relief Board of Trustees. Recommendation: ITEM WAS REMOVED FROM THE CONSENT AGENDA. H. Consideration of authorizing City staff to explore the transition of City Council agendas and other items to a paperless solution. Recommendation: Approved City Council Minutes — February 13, 2017 Page 3 1 6 authorizing City staff to explore the transition of City Council agendas and other items to a paperless solution. I. Consideration of appointing a representative to the Industrial/Economic Development Committee (IEDC). Recommendation: Approved the appointment of Kevin Steffensmeier, RiverWood Bank, to the IEDC. J. Consideration of approving purchase of Fibernet video equipment for a total cost of $41,353.20. Recommendation: ITEM WAS REMOVED FROM THE CONSENT AGENDA. K. Consideration of approving the 2017 Wright County Annual Highway Maintenance Agreement. Recommendation: Approved the 2017 Wright County Annual Highway Maintenance Agreeement. L. Consideration of authorizing the purchase of a 2017 Tymco 600 Street Sweeper with a 2017 Navistar 4300 International Chasses through the equipment Fund at $165,615 state contract price per the noted specifications. Recommendation: Authorized the purchase of a 2017 Tymco 600 Street Sweeper with a 2017 Navistar 4300 International Chasses through the equipment Fund at $165,615 state contract price. M. Consideration of approving Ordinance No. 660 adopting the 2017 City of Monticello Official Zoning Map. Recommendation: Approved Ordinance 660 adopting the 2017 City of Monticello Zoning Map. N. Consideration of approving a request for Simple Subdivision resulting in two buildable parcels in the R-1 (Single -Family Residence) District to facilitate right of way for 7th Street Fallon Avenue, per City Ordinance Title 11, Chapter 1, Section 7. Applicant: City of Monticello (NAC). Recommendation: Adopted Resolution 2017-03 recommending approval of the simple subdivision for the City of Monticello and the Church of St. Henry, subject to the conditions in Exhibit Z. O. Consideration of adopting Resolution 2017-04 of calling for a public hearing for vacation of 120th Street right-of-way remnant parcels. Recommendation: Adopted Resolution 2017-04 calling for a public hearing for vacation for 120th Street right-of-way remnant parcels. P. Consideration of approving Ordinance 661 amending City Code of Ordinances — Title 8, Chapter 3 — Trees and Shrubs. Recommendation: Adopted Ordinance 661 amending City Ordinances Section 8, Chapter 3, Tree and Shrubs and adopting Ordinance 661A for publication. City Council Minutes — February 13, 2017 Page 4 1 6 Q. Consideration of authorizing an appraisal on the former municipal bio -solids property for the purpose of decisions regarding future sale. Recommendation: ITEM WAS REMOVED FROM THE CONSENT AGENDA. 2A. Consideration of items removed from the Consent Aeenda for discussion. C. Consideration of appointing Michael Mossey as Monticello Fire Chief as recommended by Fire Department personnel and appointing him as a representative to the Fire Relief Board of Trustees. The item was removed to recognize Michael Mossey as the new Monticello Fire Chief. Mr. Mossey introduced himself to the City Council. Mayor Stumpf moved to appoint Michael Mossey as Monticello Fire Chief as recommended by Fire Department personnel and to appoint him as a representative to the Fire Relief Board of Trustees. Councilmember Gabler seconded the motion. Motion carried unanimously. J. Consideration of approving purchase of Fibernet video equipment for a total cost of $41,353.20 The item was removed by Councilmember Gabler who questioned not receiving a copy of the quotes that were submitted. Mr. O'Neill responded that this is fairly specialized equipment that meets the needs of Arvig. Councilmember Gabler moved to approve the purchase of Fibernet video equipment for a total cost of $41,353.20. Councilmember Fair seconded the motion. Motion carried unanimously. Q. Consideration of authorizing an appraisal on the former municipal bio -solids property for the purpose of decisions regarding future sale Councilmember Hilgart removed the item because he is concerned that it may not be necessary to pay for an appraisal. Mr. Hilgart feels that $2,000 - $7,000 is too high of a cost for an appraisal. Mayor Stumpf responded that he feels the cost is justified, especially if we then sell without a realtor. Mr. O'Neill commented that the appraisal costs were estimates and this can be discussed with staff. It was suggested to contact Wayne Elam in regard to an estimate of Market Value. Councilmember Fair moved to table the item in order for staff to review the item and to obtain an estimated cost of an appraisal and/or an estimated market value. Councilmember Gabler seconded the motion. Motion carried unanimously. City Council Minutes — February 13, 2017 Page 5 1 6 4. Regular Business: A. Consideration of adopting Resolution 2017-05 accepting the Feasibilitv Report, setting a public hearing for February 27, 2017, and the residential reconstruction rate for the 2017 Street and Utilitv Improvements Proiect, Citv Proiect 16C003. Shibani Bisson, City Engineer/WSB, presented the item. The presentation included: the project scope; Gillard Avenue follow up from the January 23, 2017 City Council meeting; assessments and funding; and the schedule. The project includes street and drainage improvements on Gillard Avenue; existing 95th St., Haug Ave, and 90th St.; Mississippi Drive; Hart Boulevard; and Sandberg Road. Other improvements include CSAH 75 pathway connection and Hart Blvd. watermain replacement. At the January 23, 2017 City Council meeting, it was decided to widen the roadway on the east side to preserve the trail. There were questions at this meeting in regard to the ditches. Ms. Bisson commented that driveway culverts will be replaced as needed and relocated and minor ditch grading will occur to accommodate the widening. Also questioned at the last meeting was lowering the grade of the hill. Ms. Bisson commented that there is ample sight distance and lowering the existing hill would create significant impacts at a high cost. The total cost of the project is $2,272,850. The amount to be assessed is $688,006. The project is expected to begin in June 2017, and to be completed in September 2017. Ms. Bisson is proposing a residential street reconstruction assessment rate of $4,600 for 2017. In addition, she commented that the City Council could consider an additional $1,280 per lot assessment for the 19 City properties along Gillard Avenue for the inclusion of curb and gutter. The non-residential properties are recommended to be assessed at the actual front -foot street reconstruction rate. Discussion ensued and the City Council expressed that they supported Alternative 1 which is an assessment rate of $4,600. Wayne Oberg commented on the Assessment Policy and the process of change. He stated that staff has been reviewing the Assessment Policy for the last five -six months. Councilmember Gabler moved approval of Alternative 1 which is to adopt Resolution 2017-04 accepting the Feasibility Report, set a public hearing for February 27, 2017 and set the residential street reconstruction assessment rate at for the 2017 Street and Utility Improvement Project, City Project No. 16C003. Councilmember Hilgart seconded the motion. Motion carried unanimously. By consensus the meeting was adjourned at 8:13 p.m. Recorder: Jennifer Schreiber Approved: Attest: City Administrator City Council Minutes — February 13, 2017 Page 6 1 6 It -J. f", hie 2016 Report Monticello Community Center Mission Statement The Monticello Community Center — Through quality services we will provide fun, welcoming, and safe recreational opportunities that support the community's changing needs. /\ Ikk Ror � � �.• _S. � � � �„gyp; , � r, -yam . ILiC I ilt ,• aj New Facility Improvements 0 Customer Revenue $1,600,000 $1,400,000 $1,200,000 $1,000,000 $800,000 $600,00o $400,000 $200,000 $o MCC Customer Revenue $1,432,308 $1,407,021 304,0-r, $1,327,356 — 2012 2013 2014 2015 2o16 ■ Dollars Annual Change 12.4% 1.$% 7.9% Revenue Breakdown Customer Revenue 2016 2-7 n -)P ❑ Memberships/Daily ■ Rentals ❑ Concessions 0 Program and User Fees ■ Contributions 0 Miscellaneous Revenue by Month s16o,000 $140,000 $120,000 $100,000 s8o,000 s6o,000 $40,000 $20,000 $0 Customer Revenue 2016 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Revenue MCC Operations MCC Membership Data 2500 1500 1000 500 ce Membership Sales by Type 2017 2048 Annual Memberships Monthy 3 Month Total Memberships Memberships Memberships .d Number Sold in 2015 ■ Number Sold in 2o16 �uestic CITY OF Monti eR COMMUNITY CENTER City Council Agenda: 2/27/17 2A. Consideration of avvrovin2 vavment of bills (WO) A. REFERENCE AND BACKGROUND: City staff submits the attached bill registers and purchasing card registers for approval by Council. The bill registers contain all invoices processed and the purchasing card registers contain all card purchases made since the last Council meeting. Subject to MN Statutes, most invoices require Council approval prior to releasing checks for payment. The day following Council approval, payments will be released unless directed otherwise. A credit purchasing agreement and policy was approved by Council initially and card purchases must comply with the policy. If Council has no questions or comments on the bill and purchase card registers, these can be approved with the consent agenda. If requested, this item can be removed from consent and discussed prior to making a motion for approval. Al. Budget Impact: None A2. Staff Workload Impact: No additional work required B. ALTERNATIVE ACTIONS: 1. Motion to approve the bill and purchase card registers for a total amount of $437,303.63. 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 T Printed: 02/14/2017 - 2:05PM Batch: 00201.02.2017 - 00201.02.2017 US Bank Invoice No Description Amount Payment Date Acct Number Vendor: 3241 LINCOLN FINANCIAL GROUP Check Sequence: 1 02/01/2017 February 2017 1,891.17 02/15/2017 101-00000-217066 Check Total: 1,891.17 Vendor: 1593 MN DEPT OF REVENUE - ACH Check Sequence: 2 January January Sales/UseTax - General 44.62 02/15/2017 101-00000-208100 January January Sales/Use Tax - General -0.62 02/15/2017 101-00000-362900 January January Waste Tax - General 2,179.82 02/15/2017 101-00000-208120 January January WasteTax - General -0.82 02/15/2017 101-00000-362900 January January Sales/UseTax - MCC 8,397.30 02/15/2017 226-00000-208100 January January Sales/UseTax - MCC -0.30 02/15/2017 226-45122-362900 January January Sales/UseTax - Water Fund 1,924.99 02/15/2017 601-00000-208100 January January Sales/UseTax - Water Fund 0.01 02/15/2017 601-49440-443990 January January Sales Tax - Hi Way Liquor 32,878.20 02/15/2017 609-00000-208100 January January Sales Tax - Hi Way Liquor -0.20 02/15/2017 609-00000-362900 January January Use Tax - Hi Way Liquor -0.09 02/15/2017 609-00000-362900 January January Use Tax - Hi Way Liquor 10.09 02/15/2017 609-49754-421990 Check Total: 45,433.00 Vendor: 1426 CITY OF MONTICELLO Check Sequence: 3 10128 Qtr4 2016 Office Facility 118 6th St W 40.99 12/31/2016 101-41941-438200 5250 Qtr 4 2016 Bridge Park W 107 River St W Rm 51.52 12/31/2016 101-45201-438200 7224 Qtr 4 2016 WWTP 2,561.43 12/31/2016 602-49480-438200 7885 Qtr 4 2016 Help Center 51.52 12/31/2016 217-41990-438200 8086 Qtr 4 2016 4th St. Warming House 40.99 12/31/2016 101-45201-438200 8114 Qtr 4 2016 Hi -Way Liquor 318.54 12/31/2016 609-49754-438200 8117 Qtr 4 2016 MCC 2,507.30 12/31/2016 226-45122-438200 8119 Qtr 4 2016 Fire Station 46.25 12/31/2016 101-42200-438200 8120 Qtr 4 2016 Bldg Inspection Garage 109.48 12/31/2016 101-41940-438200 8177 Qtr 4 2016 Library 135.83 12/31/2016 101-45501-438200 8631 Qtr 4 2016 Chelsea Rd Animal Shelter 206.76 12/31/2016 101-42700-438200 Moiiii6effo Y Reference ACH Enabled: True ACH Enabled: True ACH Enabled: True AP -Computer Check Proof List by Vendor (02/14/2017 - 2:05 PM) Page 1 Invoice No Description Amount Payment Date Acct Number 8903 Qtr 4 2016 PW Shop/Clerical 508.22 12/31/2016 101-43127-438200 8904 Qtr 4 2016 PW Vehical Storage 47.13 12/31/2016 101-43127-438200 8905 Qtr 4 2016 PW Office 40.99 12/31/2016 101-43127-438200 Check Total: 6,666.95 Vendor: 2811 US BANK CORPORATE PMT SYSTEM Check Sequence: 4 02/06/2017 Verizon - Nov 21 - Dec 20 26.02 12/31/2016 101-43120-432100 02/06/2017 Verizon - Nov 21 - Dec 20 140.04 12/31/2016 101-42200-432100 02/06/2017 Verizon - Nov 11 - Dec 10 25.02 12/31/2016 101-43115-432100 02/06/2017 Verizon - Nov 11 - Dec 10 8.34 12/31/2016 601-49440-432100 02/06/2017 Verizon - Nov 11 - Dec 10 8.34 12/31/2016 602-49490-432100 02/06/2017 Verizon - Nov 11 - Dec 10 8.34 12/31/2016 656-49870-432100 02/06/2017 G & K - Uniforms 5.76 12/31/2016 226-45122-441700 02/06/2017 G & K - Towels 20.55 12/31/2016 226-45122-441710 02/06/2017 G & K - Mops 11.13 12/31/2016 226-45122-431100 02/06/2017 Discount School Supplies - Cubbies for Fitness E 367.99 12/31/2016 226-45127-421720 02/06/2017 Verizon - Dec 4 - Jan 3 50.66 12/31/2016 101-42400-432100 02/06/2017 Verizon - Dec 4 - Jan 3 94.71 12/31/2016 226-45122-432100 02/06/2017 Verizon - Dec 4 - Jan 3 104.71 12/31/2016 101-43120-432100 02/06/2017 Verizon - Dec 4 - Jan 3 45.94 12/31/2016 601-49440-432100 02/06/2017 Verizon - Dec 4 - Jan 3 45.94 12/31/2016 602-49490-432100 02/06/2017 Verizon - Dec 11 - Jan 10 25.02 12/31/2016 101-43115-432100 02/06/2017 Verizon - Dec 11 - Jan 10 12.51 12/31/2016 601-49440-432100 02/06/2017 Verizon - Dec 11 - Jan 10 12.51 12/31/2016 602-49490-432100 02/06/2017 Advanced Disposal - December 2016 37,633.86 12/31/2016 101-43230-438400 02/06/2017 Advanced Disposal - December 2016 12,500.10 12/31/2016 101-43230-438400 02/06/2017 Advanced Disposal - December 2016 108.97 12/31/2016 656-49870-438400 02/06/2017 Advanced Disposal - December 2016 35.80 12/31/2016 101-43127-438400 02/06/2017 Advanced Disposal - December 2016 47.74 12/31/2016 101-45201-438400 02/06/2017 Advanced Disposal - December 2016 23.87 12/31/2016 101-45201-438400 02/06/2017 Advanced Disposal - December 2016 113.38 12/31/2016 602-49480-438400 02/06/2017 Advanced Disposal - December 2016 208.87 12/31/2016 226-45122-438400 02/06/2017 Advanced Disposal - December 2016 11.93 12/31/2016 101-45501-431990 02/06/2017 Advanced Disposal - December 2016 23.87 12/31/2016 609-49754-438400 02/06/2017 Advanced Disposal - December 2016 23.87 12/31/2016 101-45201-438400 02/06/2017 Northern Tools - Power Cord Reel 581.96 12/31/2016 101-43127-422100 02/06/2017 Aramark - Dec. uniforms - Parks 149.46 12/31/2016 101-45201-441700 02/06/2017 Aramark - Dec. uniforms - Sewer 87.30 12/31/2016 602-49490-441700 02/06/2017 Aramark - Dec. uniforms - Water 87.30 12/31/2016 601-49440-441700 02/06/2017 Aramark - Dec. uniforms - Streets 264.84 12/31/2016 101-43120-441700 02/06/2017 Aramark - Dec. towels - Shop 201.18 12/31/2016 101-43127-421990 02/06/2017 Big Lake Lumber - ZPARKS-MONTIV-(30) brn 995.20 12/31/2016 101-45201-421650 Reference ACH Enabled: True AP -Computer Check Proof List by Vendor (02/14/2017 - 2:05 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference 02/06/2017 Am. Door Works -install door; Serv- Com; etc- 1, 1,781.50 12/31/2016 101-43127-440100 02/06/2017 Am. Door Works -install door; Serv- Com; etc- 1, 781.50 12/31/2016 101-45201-440100 02/06/2017 MN PCA - VIC Reimbursements - 100 Broadwa 125.00 12/31/2016 213-46301-443990 02/06/2017 Amazon - Calculator Ink Ribbons 131.52 02/15/2017 217-41990-421990 02/06/2017 Amazon - Jalapeno Cheese Sauce for Concessioi 268.24 02/15/2017 226-45125-425410 02/06/2017 Amazon - Sit/Stand Workstation 395.00 02/15/2017 226-45122-443990 02/06/2017 Monti Chamber - Breakfast w/Rep Tom Emmer : 20.00 02/15/2017 101-41310-443990 02/06/2017 Monti Chamber - January Lunch - RL 15.00 02/15/2017 101-41310-443990 02/06/2017 Grady's - Batteries for Paper Towel Dispenser 23.98 02/15/2017 226-45126-421990 02/06/2017 Grady's - Paint Supplies for Gallery Hall 13.48 02/15/2017 226-45126-422990 02/06/2017 Grady's - Hardware (Screws, Nuts, Washers) 1.47 02/15/2017 226-45126-422990 02/06/2017 Walmart - Batteries, Clorox Wipes, Journal, Bas] 42.43 02/15/2017 226-45122-421990 02/06/2017 Walmart - Cupcakes 27.52 02/15/2017 226-45127-421460 02/06/2017 Walmart - Volleyballs (2) 9.76 02/15/2017 226-45127-421730 02/06/2017 Walmart - Bananas, Protein Bars for Concession 39.57 02/15/2017 226-45125-425410 02/06/2017 Walmart - Cupcakes 27.52 02/15/2017 226-45127-421460 02/06/2017 Walmart - Protein Bars, Bananas for Concession 106.50 02/15/2017 226-45125-425410 02/06/2017 Walmart - Swiffer Duster Refills (Cleaning) 13.97 02/15/2017 226-45122-421990 02/06/2017 Walmart - DVD Player 37.88 02/15/2017 226-45127-421730 02/06/2017 Walmart - Space Heater 29.88 02/15/2017 101-41310-421990 02/06/2017 Holiday - Unleaded Fuel 9.274 gals @ $2.339 21.69 02/15/2017 217-41990-421200 02/06/2017 Holiday - Unleaded Fuel 9.204 gals @ $2.339 21.53 02/15/2017 217-41990-421200 02/06/2017 Holiday - Unleaded Fuel 8.131 gals @ $2.399 19.51 02/15/2017 217-41990-421200 02/06/2017 NBP - Paper, White Board 85.15 02/15/2017 226-45122-421990 02/06/2017 NBP - Desktop Calendar 9.79 02/15/2017 101-41310-421990 02/06/2017 NBP - Binders (4), Post It Flags 56.74 02/15/2017 101-41310-421990 02/06/2017 NBP - Paper, Appointment Book, Tape 90.47 02/15/2017 226-45122-421990 02/06/2017 NBP - Envelopes, Staples, Paper, Calculator Tap 108.82 02/15/2017 217-41990-421990 02/06/2017 Monti Napa - Epoxy for Pipe in Pool 15.96 02/15/2017 226-45126-422990 02/06/2017 Monti Napa - Grease for Pool Pumps 3.49 02/15/2017 226-45126-422990 02/06/2017 USPS - Priority Mail Pkgs (2) 16.65 02/15/2017 217-41990-432200 02/06/2017 Randys Sanitation - Monthly Shredding - Jan 20 17.55 02/15/2017 217-41990-431990 02/06/2017 Randys Sanitation - Monthly Shredding - Jan 20 17.55 02/15/2017 101-41310-431990 02/06/2017 Target - Sandwich Tray for Council Meeting 39.99 02/15/2017 101-41110-443990 02/06/2017 Target - Bananas for Concession 3.52 02/15/2017 226-45125-425410 02/06/2017 Fastenal - Weight Bar 1.19 02/15/2017 226-45126-422990 02/06/2017 Olson & Sons - Boiler Inspections 80.00 02/15/2017 226-45126-431990 02/06/2017 Office Max - Laminate Signs (15) 29.85 02/15/2017 226-45122-431990 02/06/2017 Office Max - Pool Signs 26.42 02/15/2017 226-45124-431990 02/06/2017 MN Farmers Market Assoc - Annual Membershi 70.00 02/15/2017 226-45122-443300 02/06/2017 Quiznos - Sandwiches, Pop, Chips for EDA Mee 100.46 02/15/2017 213-46500-443990 02/06/2017 PTouch Direct - Label Tape for Label Machine 50.62 02/15/2017 226-45122-421990 02/06/2017 NPELRA - Registration for Annual Conference 589.00 02/15/2017 101-41800-433100 AP -Computer Check Proof List by Vendor (02/14/2017 - 2:05 PM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference 02/06/2017 123 Sign Up - 2017 Membership Northstar Chap 50.00 02/15/2017 101-41520-443300 02/06/2017 Hillyard - Cleaning Supplies 467.71 02/15/2017 226-45126-421990 02/06/2017 Monticelllo Vacuum - Bags 69.80 02/15/2017 226-45126-422990 02/06/2017 Monti Printing - Name Plates for Council Memb 39.45 02/15/2017 101-41110-443990 02/06/2017 Wall Street Journal - Monthly Subscription 32.99 02/15/2017 101-41520-443300 02/06/2017 G & K - Mat Service 15.60 02/15/2017 217-41990-421990 02/06/2017 G & K - Uniforms, Towels, Mops 94.32 02/15/2017 226-45126-431990 02/06/2017 NBP - Staples 6.93 02/15/2017 217-41990-421990 02/06/2017 NBP - Staples Refund -1.38 02/15/2017 217-41990-421990 02/06/2017 NBP - Staples Refund -3.45 02/15/2017 217-41990-421990 02/06/2017 Amazon - Ink 66.00 02/15/2017 101-41310-421990 02/06/2017 General Credit Form - Credit Card Machine Papi 95.40 02/15/2017 217-41990-421990 02/06/2017 MCFOA - 2017 MCFOA Annual Conference JS 285.00 02/15/2017 101-41410-433100 02/06/2017 Dacotah Paper - Bathroom & Locker Room Supl 582.44 02/15/2017 226-45122-421990 02/06/2017 Dacotah Paper - Concession Supplies (spoons) 9.99 02/15/2017 226-45125-421990 02/06/2017 Dacotah Paper - Cleaning Supplies 1,695.85 02/15/2017 226-45126-421990 02/06/2017 Domino's - House Bum -Reimb. Wr. Co. 43.26 02/15/2017 101-42200-421990 02/06/2017 Fastenal - MT trackless- shaft; (2) Finish 1" Bon 44.02 02/15/2017 101-45201-422100 02/06/2017 Hirshfields - (1) gal. Rain Barrel; Chinex FTP -1 45.73 02/15/2017 101-45501-422990 02/06/2017 Home Depot- 4.5gal pail/compound; (12) corner 61.89 02/15/2017 226-45126-422990 02/06/2017 Monti Napa - Oil Room- (10) Hyd. hose; (2) fitti 66.78 02/15/2017 101-43127-422100 02/06/2017 Runnings -torch kit- cemetery locating tools 69.99 02/15/2017 651-49010-421990 02/06/2017 U of M CCE- (2) Pavemnt Rehab- Feb 15 (TM; _ 140.00 02/15/2017 101-43120-433100 02/06/2017 Grady's - (2) Klondike Pusher -1/2 15.99 02/15/2017 601-49440-421990 02/06/2017 Grady's - (2) Klondike Pusher -1/2 15.99 02/15/2017 602-49490-421990 02/06/2017 Fastenal - 1G Lube Can; (50) Trubolt 33.82 02/15/2017 226-45126-422990 02/06/2017 Domino's - House Burn-Rcimb. Wr. Co. 33.91 02/15/2017 101-42200-421990 02/06/2017 Sherwin Williams - paint for Library 36.40 02/15/2017 101-45501-422990 02/06/2017 Home Depot- retum(2) steel track; (8) studs -41.42 02/15/2017 226-45126-422990 02/06/2017 Grady's -(2) screw caps 1.40 02/15/2017 101-43120-422100 02/06/2017 Monti Napa - Duck Bill 4.29 02/15/2017 601-49440-422110 02/06/2017 Home Depot- toilet flapper for Liquor Store 4.58 02/15/2017 601-49440-421990 02/06/2017 Grady's -5 pc brushes 5.79 02/15/2017 226-45126-422990 02/06/2017 Fastenal - #116 (10) HCS 3/8-16 x 4 YZ8 6.49 02/15/2017 101-43120-422110 02/06/2017 Runnings - (2) battery keyless entry 7.38 02/15/2017 101-43127-421520 02/06/2017 USPS - Domestic Mail (1) pkg 8.30 02/15/2017 602-49490-432200 02/06/2017 Olson & Sons -capacitor - Reznor heater Shop 11.54 02/15/2017 101-45201-421650 02/06/2017 Red's - #221 gas- 2433 hours 13.50 02/15/2017 101-45201-421300 02/06/2017 Runnings - Coupler Body; (2) rope hooks; plug 13.76 02/15/2017 101-43120-422100 02/06/2017 Monti Napa - Engine 1 - Bulb 14.88 02/15/2017 101-42200-422110 02/06/2017 Cub - resale (20) limes; (5) lemons 14.95 02/15/2017 609-49750-425500 02/06/2017 Holiday - #217 (6.622) gal Diesel @ $2.499 - hr. 16.55 02/15/2017 101-45201-421300 02/06/2017 Cub - resale (22) limes; (6) lemons 16.94 02/15/2017 609-49750-425500 AP -Computer Check Proof List by Vendor (02/14/2017 - 2:05 PM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference 02/06/2017 Home Depot- 4th St. Chain link -fender washer; ; 17.35 02/15/2017 101-45201-421650 02/06/2017 General Rental - propane fill 20lbs 17.78 02/15/2017 101-45201-421650 02/06/2017 General Rental - propane fill 20lbs 17.78 02/15/2017 101-43120-421990 02/06/2017 Home Depot- Torch bottled end; propane cylind( 18.19 02/15/2017 101-43127-421990 02/06/2017 Cub - resale (15) limes; (8) lemons 18.27 02/15/2017 609-49750-425500 02/06/2017 Monti Napa - Ptex Threadlock Blue Lg 18.99 02/15/2017 101-43120-422600 02/06/2017 Runnings - (7) 24pk water bottles 20.93 02/15/2017 101-42200-421990 02/06/2017 Cub - resale (22) limes; (6) lemons 21.12 02/15/2017 609-49750-425500 02/06/2017 Monti Napa - Ladder 1- (1.5) stick hose; (6) hos( 21.18 02/15/2017 101-42200-422110 02/06/2017 Hirshfields - (1) qt neut. base; caulk - Library 22.63 02/15/2017 101-45501-422990 02/06/2017 Holiday - propane exchange for portable heater 23.50 02/15/2017 101-42200-421990 02/06/2017 Runnings - anti -slip tape; 5pk sanding 9x11 25.18 02/15/2017 101-42200-421990 02/06/2017 Royal Tire - #222 Broom- 23x8.50-9.50; ATV M 25.91 02/15/2017 101-45201-422100 02/06/2017 Fastenal - Die Grinder Cutters 29.76 02/15/2017 101-43127-421990 02/06/2017 Home Depot -(2) 28 oz. subfloor; (5) 25GA stud 29.84 02/15/2017 226-45126-422990 02/06/2017 Red's - gas cans - Fire Dept. 30.50 02/15/2017 101-42200-421200 02/06/2017 Boyer - #109 Temp. Sensor 74.00 02/15/2017 101-43120-422110 02/06/2017 General Rental -House Brn - Porta Toilet; toilet t 82.50 02/15/2017 101-42200-441800 02/06/2017 PayPal - Tender #7 Booster Pump muffler 89.43 02/15/2017 101-42200-422100 02/06/2017 Cub -House Burn - Powerade; snacks 89.85 02/15/2017 101-42200-421990 02/06/2017 Runnings - boots - Mike H 90.00 02/15/2017 101-43120-420650 02/06/2017 Nokomis Shoes - boots Tom P 2017 90.00 02/15/2017 101-45201-420650 02/06/2017 Monti Napa - Unit #1- running brd(2) exhst elbo 96.60 02/15/2017 101-42200-422110 02/06/2017 Auto Value- #178 &Shop- Ratch. Lk. Nut; perm, 96.96 02/15/2017 101-43127-422110 02/06/2017 Hirshfields - (1) gal Cream; Scuba; (2) frog tape; 98.44 02/15/2017 101-45501-422990 02/06/2017 Monti Napa - (4) coupler 103.96 02/15/2017 101-43120-422100 02/06/2017 NBP - (2) bx gloves; suckers 105.56 02/15/2017 609-49754-421990 02/06/2017 Cutter Sales - (20) sewer camer tractor drive sea] 118.86 02/15/2017 602-49490-422100 02/06/2017 Home Depot- (8) drywall; 5 lb screws 125.67 02/15/2017 226-45126-422990 02/06/2017 Domino's - House Bum -Reimb. Wr. Co. 142.23 02/15/2017 101-42200-421990 02/06/2017 G & K - inv #1043664428; 1043670117; 104367 179.55 02/15/2017 609-49754-431990 02/06/2017 NBP - (3) packaging tape; (3) pk note pads 197.12 02/15/2017 609-49754-421990 02/06/2017 Office Max - Laminate Signs (3) 5.97 02/15/2017 226-45122-431990 02/06/2017 Amazon - Ink 332.50 02/15/2017 101-41310-421990 02/06/2017 Amazon - 12V Wall Charger & USB Charger 25.11 02/15/2017 101-43115-421990 02/06/2017 Amazon - Coffee 59.58 02/15/2017 101-41310-421990 02/06/2017 UHL - #9 Airhandler Discharge Probe/1000 OHl 44.76 02/15/2017 226-45126-431990 02/06/2017 MN Sec State - Notary Renewal BG 120.00 02/15/2017 101-41310-443700 02/06/2017 Tavern @ Wild Marsh - Administrators Luncheo 9.31 02/15/2017 101-41310-433100 02/06/2017 Cub - Bananas, Apples, Oranges for Concession 16.46 02/15/2017 226-45125-425410 02/06/2017 Dyna - shop supplies- (50) nylon ring; (50) conn 222.43 02/15/2017 101-43127-421990 02/06/2017 Arctic Glacier - resale 1955700606; 1955701003 225.90 02/15/2017 609-49750-425500 02/06/2017 Husky Spring- #116-(2) repair plate; thread rod; 228.45 02/15/2017 101-43120-422110 AP -Computer Check Proof List by Vendor (02/14/2017 - 2:05 PM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference 02/06/2017 Monti Napa - #302-(2) Tie Rod End- Outer 260.48 02/15/2017 602-49490-422110 02/06/2017 CWP Enterprise- (2) cust. made linkage cable 272.12 02/15/2017 101-43120-422100 02/06/2017 Elec. Motor Serv- Reznor Fan Motor - Parks 321.80 02/15/2017 101-45201-422300 02/06/2017 O'Reilly's - #404- Coil Kit; (8) spark plugs 323.91 02/15/2017 602-49490-422110 02/06/2017 Farm Rite Equip- Idler Micro -V; fuel fltr; (2) be] 376.55 02/15/2017 101-45201-422100 02/06/2017 Monti Napa - #301- coil pack; (2) coils; (10) spr] 415.43 02/15/2017 601-49440-422110 02/06/2017 M -R Signs - (50) galv. U Channel Posts 977.50 02/15/2017 101-43120-422600 02/06/2017 Monti Napa - #178 - (4) brake Caliper; (4) Br. R 1,037.92 02/15/2017 101-43120-422110 02/06/2017 Interstate Power- #116- Trans Repair- Kit -seal & 1,936.35 02/15/2017 101-43120-440500 02/06/2017 WHCE - Street Lt. Mntc Contract 11/16-12/15/2 1,964.05 02/15/2017 101-43160-431900 02/06/2017 WHCE - Sunset Ponds 12/1-1/1/2017 (1109) usa 147.20 02/15/2017 602-49490-438100 02/06/2017 WHCE - 1645 & 1675 CR 39 30.49 02/15/2017 602-49490-438100 02/06/2017 WHCE - DMV 19.95 02/15/2017 217-41990-431900 02/06/2017 WHCE - 2171 W River St - Parks 36.45 02/15/2017 101-45201-431900 02/06/2017 WHCE - Fire Station 27.95 02/15/2017 101-42200-431900 02/06/2017 WHCE - 5980 Jason Ave NE - Water 19.95 02/15/2017 601-49440-431900 02/06/2017 WHCE - MCC 27.95 02/15/2017 226-45126-431900 02/06/2017 WHCE -207 Chelsea Rd - Water 32.95 02/15/2017 601-49440-431900 02/06/2017 WHCE -209 Cedar St - Water 29.95 02/15/2017 601-49440-431900 02/06/2017 WHCE -132 E Broadway - Water 19.95 02/15/2017 601-49440-431900 02/06/2017 WHCE -107 River St W - Parks 19.95 02/15/2017 101-45201-431900 02/06/2017 WHCE -Hi-Way Liquor Feb 21.32 02/15/2017 609-49754-431900 02/06/2017 WHCE -Hi-Way Liquor - Panic Button repair 279.23 02/15/2017 609-49754-431900 02/06/2017 WHCE -MCC Feb 19.95 02/15/2017 226-45126-431900 02/06/2017 WHCE -200 Dundas Rd- Feb- Water 29.95 02/15/2017 601-49440-431900 02/06/2017 WHCE -909 Golf Course Rd - Feb 19.95 02/15/2017 101-43110-431900 02/06/2017 WHCE -Gen Street Lighting 1,311.78 02/15/2017 101-43160-438100 02/06/2017 Walmart - Display Pockets (15) 59.55 02/15/2017 217-41990-421990 02/06/2017 Escalade Sports - Stanchions (5) 557.95 02/15/2017 226-45127-421710 02/06/2017 J H Larson - Electrical Box for Mississippi Roon 71.62 02/15/2017 226-45126-422990 02/06/2017 Constant Contact - Monthly Email Service 60.00 02/15/2017 226-45122-430900 02/06/2017 Sportsmith - Plunger Assembly & Pad Brake (2 c 74.63 02/15/2017 226-45126-440440 02/06/2017 Runnings - socket hex bit 2.99 02/15/2017 101-43127-421990 02/06/2017 Monti Napa -Tender 3- Booster Pump exhaust el 9.73 02/15/2017 101-42200-422110 02/06/2017 Fastenal - (3) HCS 1-8 x 4 YZ8; (3) Top Lk 1-8, 15.53 02/15/2017 101-43120-421990 02/06/2017 Cub - resale (20) limes; (3) lemons 16.77 02/15/2017 609-49750-425500 02/06/2017 Monti Napa - Tender #3- Booster Pump-repr kit; 19.36 02/15/2017 101-42200-422110 02/06/2017 Runnings - #103 Plow- hitch pin; (2) shaft set co 22.97 02/15/2017 101-43125-422100 02/06/2017 Monti Napa - nitrile glv; ign. sealer; battery cleat 23.27 02/15/2017 101-43127-422990 02/06/2017 Home Depot- (3) bammer drill bit 29.91 02/15/2017 601-49440-422701 02/06/2017 DSIH - Feb. service 64.16 02/15/2017 609-49754-432500 02/06/2017 Monti Napa - #301- turn signal switch 73.44 02/15/2017 601-49440-422110 02/06/2017 MN Dept of Health- Monitoring Well Permit 57_ 100.00 02/15/2017 602-49490-443700 AP -Computer Check Proof List by Vendor (02/14/2017 - 2:05 PM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference 02/06/2017 MN Dept of Health- Monitoring Well Permit 66S 50.00 02/15/2017 601-49440-443700 02/06/2017 Home Depot- (6) Gate valve; (12) coupling; (6) , 150.23 02/15/2017 601-49440-422700 02/06/2017 Red's - battery for 570 case- Shop 155.00 02/15/2017 101-43127-422110 02/06/2017 Summit Co - Fire Ext. Annual Mntc- Streets 224.58 02/15/2017 101-43127-420650 02/06/2017 Summit Co - Fire Ext. Annual Mntc- Parks 224.59 02/15/2017 101-45201-422300 02/06/2017 Summit Co - Fire Ext. Annual Mntc- Water 112.29 02/15/2017 601-49440-420650 02/06/2017 Summit Co - Fire Ext. Annual Mntc- Sewer 112.29 02/15/2017 602-49490-420650 02/06/2017 Monti Chamber - January Lunch - JT 15.00 02/15/2017 213-46301-443990 02/06/2017 Grady's - Misc Hardware for Warehouse Repair 3.70 02/15/2017 226-45126-440440 02/06/2017 Mayflower Dist - Bday Parry Supp: Balloons, K 348.58 02/15/2017 226-45127-421460 02/06/2017 MN GFOA - 2017 Membership JC 60.00 02/15/2017 101-41520-443300 02/06/2017 Wigen - Pressure Gauges for Water Softner 41.45 02/15/2017 226-45126-422990 02/06/2017 Amazon - ID Maker Bundle: Printer, Software & 739.00 02/15/2017 101-41310-421990 02/06/2017 G & K - Uniforms, Towels, Mops 31.44 02/15/2017 226-45126-431990 02/06/2017 Dacotah Paper - Napkins & Forks 68.64 02/15/2017 226-45125-421990 02/06/2017 Dacotah Paper - Bathroom & Locker Room Supl 483.36 02/15/2017 226-45126-421990 02/06/2017 Holiday - Unleaded Fuel 9.135 gals @ $2.299 21.00 02/15/2017 217-41990-421200 02/06/2017 Auto Value- hex bit socket 4.49 02/15/2017 101-43120-421990 02/06/2017 Grady's - mid -link 7.59 02/15/2017 101-43120-421990 02/06/2017 Monti Napa - fuse hold- Generator- Chestnut Lif 8.11 02/15/2017 602-49490-422100 02/06/2017 Grady's - 1 gal white paint 17.74 02/15/2017 226-45126-422990 02/06/2017 McMaster -Car- (2) 20pk. Grip Clamps 23.08 02/15/2017 601-49440-421990 02/06/2017 Sherwin Williams - Library- sponge; asst. brushe 24.66 02/15/2017 101-45501-422990 02/06/2017 Grady's -(2) time delay fuse 32.98 02/15/2017 101-43160-421530 02/06/2017 CWP Enterprise -(18) asst hydr. adapter Fittings 46.44 02/15/2017 101-43120-422100 02/06/2017 Sherwin Williams - gal. Tan; brush; edger 48.20 02/15/2017 226-45126-422990 02/06/2017 MPSTMA - 2017 General Membership T.P 50.00 02/15/2017 101-45201-443300 02/06/2017 Big Lake Lumber- CH copy room- (2) white she 59.80 02/15/2017 101-41310-424100 02/06/2017 Home Depot -(3) 2'x 4' Radar Sq. Edge ceiling 99.60 02/15/2017 101-43127-422300 02/06/2017 Sherwin Williams - (5) 5 gal Tan; pnt. supplies 174.42 02/15/2017 226-45126-422990 02/06/2017 Streichers - (6) Combat App Tourniquet 179.94 02/15/2017 101-42200-421990 02/06/2017 Sherwin Williams - (5) 5 gal Nat. Linen; supplies 462.41 02/15/2017 226-45126-422990 02/06/2017 Red's - non- oxy gas - Shop 38.50 02/15/2017 101-43127-421300 02/06/2017 Holiday - Unleaded Fuel 8.705 gals @ $2.299 20.01 02/15/2017 217-41990-421200 02/06/2017 Interstate Plastics - Warehouse Wall Materials 2,904.61 02/15/2017 226-45126-422990 02/06/2017 Walmart - Protein Bars, Apples, Bananas for Coi 59.96 02/15/2017 226-45125-425410 02/06/2017 Walmart - Cupcakes for Party 27.52 02/15/2017 226-45127-421460 02/06/2017 Walmart - Batteries; Velcro Tape 33.94 02/15/2017 226-45122-421990 02/06/2017 Walmart - Paper Towel Holder 11.97 02/15/2017 101-41310-421990 02/06/2017 Grady's - Nuts & Washers for Leaky Caterers Ki 2.99 02/15/2017 226-45126-422990 02/06/2017 Paula Paulson - Drapping for Wedding 425.00 02/15/2017 226-45123-431990 02/06/2017 Amazon - Bathroom Supplies 54.61 02/15/2017 101-42200-421990 02/06/2017 Trusted Employees - Background Checks (2) 48.00 02/15/2017 226-45122-431990 AP -Computer Check Proof List by Vendor (02/14/2017 - 2:05 PM) Page 7 Invoice No Description Amount Payment Date Acct Number 02/06/2017 Trusted Employees - Background Check (1) 23.00 02/15/2017 101-41310-431990 02/06/2017 MN GFOA - 2017 Membership SR 60.00 02/15/2017 101-41520-443300 02/06/2017 Society HR Mgmt - 2017 Membership TE 199.00 02/15/2017 101-41800-443300 02/06/2017 123 Sign Up - Payroll Source Book 230.00 02/15/2017 101-41520-421990 02/06/2017 Olson & Sons - Boiler Pump #1 - Inspect & Rep 697.35 02/15/2017 226-45126-431990 02/06/2017 Olson & Sons - AHU10 - Replace Bearings & Pi 472.79 02/15/2017 226-45126-431990 02/06/2017 NBP - Tape 45.78 02/15/2017 101-41310-421990 02/06/2017 NBP - Legal Pads 25.75 02/15/2017 101-41310-421990 02/06/2017 Monti Napa - #178; #117 & stock -filters; Credit -132.38 02/15/2017 101-43120-422110 02/06/2017 Auto Value -#553- UV Dye Aersl-5 shots 10.99 02/15/2017 101-43127-422110 02/06/2017 Home Depot- 4.5 gal joint compound 13.25 02/15/2017 226-45126-422990 02/06/2017 Monti Napa - P-tex; (5) connector 13.61 02/15/2017 101-43127-421990 02/06/2017 Cub - resale (30) limes; (8) lemons 26.22 02/15/2017 609-49750-425500 02/06/2017 Home Depot- 4.5 gal joint comp.; mud pan 28.23 02/15/2017 226-45126-422990 02/06/2017 Walmart - clock; broom; brm pan 33.55 02/15/2017 609-49754-421990 02/06/2017 Home Depot- Quick mix; (2) joint knife 33.92 02/15/2017 226-45126-422990 02/06/2017 Monti Napa - #107- (3) clamps 34.47 02/15/2017 101-43120-422110 02/06/2017 Chatters - Excel HAB grtly meeting- M.M; D.G. 35.93 02/15/2017 101-42200-433100 02/06/2017 Monti Napa - (2) switch; (1) fuse holder 38.24 02/15/2017 226-45126-422990 02/06/2017 Home Depot- 6pk Scotchblue; 30pk resp. mask; 76.42 02/15/2017 226-45126-422990 02/06/2017 Sherwin Williams - gal. Nat. Linen; clearcut Elit 77.83 02/15/2017 226-45126-422990 02/06/2017 Boyer - Brace - Streets 109.66 02/15/2017 101-43120-422110 02/06/2017 Boyer - Brace FR- Streets 138.28 02/15/2017 101-43120-422110 02/06/2017 AWWA- Membership 2017 renew 315.00 02/15/2017 601-49440-443300 02/06/2017 Monti Napa - Shop- (30) asst. filters 530.46 02/15/2017 101-43127-422120 02/06/2017 MN Rural Water Asso- Tech Conf, reg- M.T.; M 690.00 02/15/2017 601-49440-433100 02/06/2017 Home Depot- (2) 2'x 4' Radar Sq. Edge Ceiling 66.40 02/15/2017 101-43127-422300 02/06/2017 Klingspor - cut off wheels for grinder 149.05 02/15/2017 101-43127-421990 02/06/2017 Chatters - ZZZNEP - Qtrly Rep Meeting JR 20.00 02/15/2017 101-42400-433100 02/06/2017 Grady's - Screws 2.78 02/15/2017 226-45126-422990 02/06/2017 Upholstery Plus - New Wood for Gym Seat 55.00 02/15/2017 226-45126-440440 02/06/2017 Galls.com- (4) 100pk Nitrile Gloves 99.30 02/15/2017 101-42200-421990 02/06/2017 Dyna -Mechanics Tool Box 103.01 02/15/2017 101-45201-421990 02/06/2017 Dyna -Tote with Tray 64.22 02/15/2017 101-45201-421990 Check Total: 90,401.91 Vendor: 2438 VANCO SERVICES LLC Check Sequence: 5 00008004553 Vanco - Fitness Rewards - January 2017 43.25 02/15/2017 226-45122-430900 00008005947 Vanco - Gateway Exchange - January 2017 32.36 02/15/2017 656-49870-443980 00008005947 Vanco - Gateway Exchange - January 2017 36.69 02/15/2017 601-49440-443980 00008005947 Vanco - Gateway Exchange - January 2017 36.69 02/15/2017 602-49490-443980 Reference ACH Enabled: True AP -Computer Check Proof List by Vendor (02/14/2017 - 2:05 PM) Page 8 Invoice No Description Amount Payment Date Acct Number Reference Check Total: 148.99 Total for Check Run: 144,542.02 Total of Number of Checks: The preceding list of bills payables was reviewed and approved for payment. Date: 2/27/17 Approved by: Mayor Brian Stumpf AP -Computer Check Proof List by Vendor (02/14/2017 - 2:05 PM) Page 9 Accounts Payable Computer Check Proof List by Vendor User: Julie.Cheney Printed: 02/22/2017 - 12:59PM Batch: 00206.02.2017 - 0000206.02.2017 AP Invoice No Description Vendor: 2589 ALL ELEMENTS INC 4352 ACH Labor (3 hrs) - Leaks in Romp & Stomp Area. 3 False 1,173.42 Check Total: Vendor: 1019 ALLINA HEALTH SYSTEM II10021668 Quarter 12017 - to keep medicals up to date 1,173.42 Check Total: Vendor: 1039 AQUA LOGIC INC 45883 Service for High Chlorine Levels; Checked Filter Check Sequence: 3 Check Total: Vendor: 3491 ARTISAN BEER COMPANY 3158091 02/28/2017 resale - beer Check Total: Vendor: 2886 AUSCO DESIGN AND MARKETING 2836 2017 Garbage & Recycle Tri Fold (5000) Check Total: Vendor: 1186 BDG INC 20825 False dba:Flex. Pipe Tool -12' Leader Hose 02/28/2017 Check Total: Vendor: 1065 BELLBOY CORPORATION 57536700 freight 57536700 resale- wine 57536700 resale- liquor Amount Payment Date Acct Number Check Sequence: 1 225.00 02/28/2017 226-45126-440100 225.00 Moiiii6effo Y Reference ACH Enabled: True AP -Computer Check Proof List by Vendor (02/22/2017 - 12:59 PM) Page 1 Check Sequence: 2 ACH Enabled: False 1,173.42 02/28/2017 101-42200-433100 1,173.42 Check Sequence: 3 ACH Enabled: True 190.00 02/28/2017 226-45126-440100 190.00 Check Sequence: 4 ACH Enabled: False 34.00 02/28/2017 609-49750-425200 34.00 Check Sequence: 5 ACH Enabled: False 395.00 02/28/2017 101-43230-431990 395.00 Check Sequence: 6 ACH Enabled: True 175.00 02/28/2017 602-49490-422100 175.00 Check Sequence: 7 ACH Enabled: True 16.13 02/28/2017 609-49750-433300 336.00 02/28/2017 609-49750-425300 520.51 02/28/2017 609-49750-425100 AP -Computer Check Proof List by Vendor (02/22/2017 - 12:59 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference 57628400 freight 22.19 02/28/2017 609-49750-433300 57628400 resale- wine 811.68 02/28/2017 609-49750-425300 57628400 resale -liquor 424.67 02/28/2017 609-49750-425100 57628900 freight 7.81 02/28/2017 609-49750-433300 57628900 resale - liquor 688.86 02/28/2017 609-49750-425100 95347600 resale - mix 28.00 02/28/2017 609-49750-425400 95347600 freight 0.12 02/28/2017 609-49750-433300 95380800 resale- mix 152.80 02/28/2017 609-49750-425400 95380800 freight 0.70 02/28/2017 609-49750-433300 Check Total: 3,009.47 Vendor: 1067 BERNICK'S Check Sequence: 8 ACH Enabled: False 229581 resale - soda pop 69.45 02/28/2017 609-49750-425400 229581 resale -juice 16.40 02/28/2017 609-49750-425500 229582 resale - beer 1,035.45 02/28/2017 609-49750-425200 230151 resale - pop, water, juice 472.90 02/28/2017 226-45125-425410 232279 resale - soda pop 22.50 02/28/2017 609-49750-425400 232279 resale -juice 16.40 02/28/2017 609-49750-425500 232280 resale - beer 988.60 02/28/2017 609-49750-425200 232849 resale - pop, water, juice 348.42 02/28/2017 226-45125-425410 Check Total: 2,970.12 Vendor: 1080 BRAEMAR MAILING SERVICE INC Check Sequence: 9 ACH Enabled: False 57816 UB Jan 2017 Invoice (3776) Parks Insert 317.76 02/28/2017 101-45201-434990 57816 UB Jan 2017 Invoice (3776) FNM Insert 37.76 02/28/2017 656-49870-434990 57816 UB Jan 2017 Invoice (3776) Print, Fold, Envelol 572.36 02/28/2017 601-49440-431800 57816 UB Jan 2017 Invoice (3776) Print, Fold, Envelol 572.37 02/28/2017 602-49490-431800 Check Total: 1,500.25 Vendor: 3632 BRIAN BRAMLEY Check Sequence: 10 ACH Enabled: True 8010 dba:Emergency Resp- Cairns F-27 Stand. 6" Fro 53.69 02/28/2017 101-42200-421990 Check Total: 53.69 Vendor: 4328 BREAKTHRU BEVERAGE MN WINE & SPIF Check Sequence: 11 ACH Enabled: False 1080593949 resale - liquor 1,444.36 02/28/2017 609-49750-425100 1080593949 freight 21.72 02/28/2017 609-49750-433300 1080596997 resale - liquor 2,084.86 02/28/2017 609-49750-425100 1080596997 resale- wine 676.15 02/28/2017 609-49750-425300 1080596997 freight 45.79 02/28/2017 609-49750-433300 AP -Computer Check Proof List by Vendor (02/22/2017 - 12:59 PM) Page 2 Invoice No Description Check Total: AP -Computer Check Proof List by Vendor (02/22/2017 - 12:59 PM) Amount Payment Date Acct Number 4,272.88 1,173.99 1,173.99 132.00 132.00 48.00 214.50 262.50 66.40 49.00 115.40 26,508.45 84.00 -55.40 174.00 1,487.30 -97.60 -285.40 10,860.62 848.70 16.80 115.20 39,656.67 671.33 671.33 Check Sequence: 12 02/28/2017 101-41610-430400 Check Sequence: 13 02/28/2017 609-49750-425300 Check Sequence: 14 02/28/2017 609-49750-425200 02/28/2017 609-49750-425200 Check Sequence: 15 02/28/2017 226-45124-421600 02/28/2017 226-45124-421600 Check Sequence: 16 02/28/2017 609-49750-425200 02/28/2017 609-49750-425400 02/28/2017 609-49750-425200 02/28/2017 609-49750-425200 02/28/2017 609-49750-425200 02/28/2017 609-49750-425200 02/28/2017 609-49750-425200 02/28/2017 609-49750-425200 02/28/2017 609-49750-425200 02/28/2017 609-49750-425400 02/28/2017 609-49750-425200 Check Sequence: 17 12/31/2016 101-41940-440100 Reference ACH Enabled: True ACH Enabled: True ACH Enabled: True ACH Enabled: False ACH Enabled: True ACH Enabled: False Page 3 Check Total: Vendor: 1091 CAMPBELL KNUTSON PA 2348-125G 17 Church of St.Henry's/Fallon Ave Improvement - Check Total: Vendor: 1801 CANNON RIVER WINERY 2776 resale - wine Check Total: Vendor: 4089 CARLSON & LYTER DISTRIBUTING, INC 679539 resale - beer 679923 resale - beer Check Total: Vendor: 1106 CENTRAL MCGOWAN INC 00995840 Bulk Carbon Dioxide (197 lbs) 00997069 Bulk Carbon Dioxide (110 lbs) Check Total: Vendor: 1129 DAHLHEIMER BEVERAGE LLC 140037 resale - beer 140037 resale - beer n/a 140220 resale - beer credit 140328 resale - beer 140379 resale - beer 140538 resale - beer credit 140788 resale - beer credit 140811 resale - beer 141028 resale - beer 141028 resale - beer n/a 141153 resale- beer Check Total: Vendor: 4628 DAIKIN APPLIED 31525621 New Exhaust Fan Motor; Connected Actuator Check Total: AP -Computer Check Proof List by Vendor (02/22/2017 - 12:59 PM) Amount Payment Date Acct Number 4,272.88 1,173.99 1,173.99 132.00 132.00 48.00 214.50 262.50 66.40 49.00 115.40 26,508.45 84.00 -55.40 174.00 1,487.30 -97.60 -285.40 10,860.62 848.70 16.80 115.20 39,656.67 671.33 671.33 Check Sequence: 12 02/28/2017 101-41610-430400 Check Sequence: 13 02/28/2017 609-49750-425300 Check Sequence: 14 02/28/2017 609-49750-425200 02/28/2017 609-49750-425200 Check Sequence: 15 02/28/2017 226-45124-421600 02/28/2017 226-45124-421600 Check Sequence: 16 02/28/2017 609-49750-425200 02/28/2017 609-49750-425400 02/28/2017 609-49750-425200 02/28/2017 609-49750-425200 02/28/2017 609-49750-425200 02/28/2017 609-49750-425200 02/28/2017 609-49750-425200 02/28/2017 609-49750-425200 02/28/2017 609-49750-425200 02/28/2017 609-49750-425400 02/28/2017 609-49750-425200 Check Sequence: 17 12/31/2016 101-41940-440100 Reference ACH Enabled: True ACH Enabled: True ACH Enabled: True ACH Enabled: False ACH Enabled: True ACH Enabled: False Page 3 Invoice No Description Vendor: 4632 JIM DAVIDSON 02/08/2017 Mileage Reimbursement - New Councilman Trai 0231072 Check Total: Vendor: 4010 MARILYN DIRKSWAGER 114 January - March Programs (11) 02/08/2017 Check Total: Vendor: 4543 JUDY DOTY 113 January - April Programs (8) 02/08/2017 Check Total: Vendor: 1153 ECM PUBLISHERS INC 459944 Ordinance 659A - Ad# 652930 02/08/2017 Check Total: Vendor: 2561 FERGUSON WATERWORKS #2516 0230517 (2) meters ECDR USG 0231072 (40) Meter ECDR USG inside Check Total: Vendor: 2273 FIBERNET MONTICELLO - ACH 02/08/2017 City Hall Phone - February 2017 02/08/2017 MCC Phone - February 2017 02/08/2017 Ballfields Phone - February 2017 02/08/2017 DMV Phone - February 2017 02/08/2017 Hi Way Liquor Phone - February 2017 02/08/2017 Fire Hall Phone - February 2017 02/08/2017 Public Works Phone - February 2017 02/08/2017 Parks Phone - February 2017 02/08/2017 Prairie Center Phone - February 2017 02/08/2017 Sheriff Phone - February 2017 02/08/2017 City Hall Internet - February 2017 02/08/2017 MCC Internet - February 2017 02/08/2017 Ballfields Internet - February 2017 02/08/2017 DMV Internet - February 2017 02/08/2017 Hi Way Liquor Internet - February 2017 02/08/2017 Fire Hall Internet - February 2017 02/08/2017 Animal Shelter Internet - February 2017 Amount Payment Date Acct Number Check Sequence: 18 107.00 02/28/2017 101-41110-433100 107.00 Check Sequence: 19 385.00 02/28/2017 101-00000-220150 385.00 Check Sequence: 20 280.00 02/28/2017 101-00000-220150 280.00 Check Sequence: 21 249.21 02/28/2017 101-41910-435100 249.21 Check Sequence: 22 349.32 02/28/2017 602-49490-422100 4,966.22 02/28/2017 602-49490-422100 5,315.54 Check Sequence: 23 931.56 02/28/2017 702-00000-432100 647.69 02/28/2017 702-00000-432100 19.40 02/28/2017 702-00000-432100 277.26 02/28/2017 702-00000-432100 286.04 02/28/2017 702-00000-432100 242.17 02/28/2017 702-00000-432100 290.19 02/28/2017 702-00000-432100 113.64 02/28/2017 702-00000-432100 14.16 02/28/2017 702-00000-432100 69.70 02/28/2017 702-00000-432100 124.95 02/28/2017 702-00000-432300 10.00 02/28/2017 702-00000-432300 10.00 02/28/2017 702-00000-432300 41.95 02/28/2017 702-00000-432300 41.95 02/28/2017 702-00000-432300 41.95 02/28/2017 702-00000-432300 29.95 02/28/2017 702-00000-432300 Reference ACH Enabled: True ACH Enabled: False ACH Enabled: False ACH Enabled: True ACH Enabled: False ACH Enabled: True AP -Computer Check Proof List by Vendor (02/22/2017 - 12:59 PM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference 02/08/2017 Public Works Internet - February 2017 69.95 02/28/2017 702-00000-432300 02/08/2017 Sheriff Internet - February 2017 41.95 02/28/2017 702-00000-432300 02/08/2017 City Hall Cable - February 2017 12.95 02/28/2017 101-41310-431990 02/08/2017 MCC Cable - February 2017 319.39 02/28/2017 226-45127-432500 02/08/2017 Data Hosting - February 2017 500.00 02/28/2017 702-00000-431900 02/08/2017 Service Contract - February 2017 250.00 02/28/2017 702-00000-431900 Check Total: 4,386.80 Vendor: 4051 MICHELE FORSMAN Check Sequence: 24 ACH Enabled: False 115 January - April 2017 Programs (4) 140.00 02/28/2017 101-00000-220150 Check Total: 140.00 Vendor: 1712 DARYL GILLES Check Sequence: 25 ACH Enabled: False 02-17-17 mileage reimb. pick up Ladder Truck in Ham La 34.24 02/28/2017 101-42200-433100 Check Total: 34.24 Vendor: 1859 GODFATHER'S EXTERMINATING INC Check Sequence: 26 ACH Enabled: False 118135 Pest Control- Mice 50.00 02/28/2017 101-41941-431990 118155 Pest Control - Ants 80.00 02/28/2017 226-45126-431900 118156 Pest Control- Ants 35.00 02/28/2017 217-41990-431990 118157 Pest Control- Ants 50.00 02/28/2017 101-45501-431990 118158 Pest Control- spot sprayed interior 58.78 02/28/2017 609-49754-431990 Check Total: 273.78 Vendor: 3684 GREATER MSP Check Sequence: 27 ACH Enabled: False Portal -2017-008 Annual Fee 2017 Greater MSP Salesforce Comn 450.00 02/28/2017 213-46301-431990 Check Total: 450.00 Vendor: 4218 HOHENSTEINS, INC Check Sequence: 28 ACH Enabled: False 875533 resale - beer 134.00 02/28/2017 609-49750-425200 876260 resale - beer 1,836.00 02/28/2017 609-49750-425200 Check Total: 1,970.00 Vendor: 1259 JJ TAYLOR DISTRIBUTING Check Sequence: 29 ACH Enabled: False 2617980 resale - beer 2,195.88 02/28/2017 609-49750-425200 2617980 resale - beer 21.50 02/28/2017 609-49750-425400 2617980 freight 3.00 02/28/2017 609-49750-433300 2646202 resale - beer 2,135.45 02/28/2017 609-49750-425200 AP -Computer Check Proof List by Vendor (02/22/2017 - 12:59 PM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference 2646202 freight 3.00 02/28/2017 609-49750-433300 Check Total: 4,358.83 Vendor: 1263 JOHNSON BROTHERS LIQUOR CO. Check Sequence: 30 ACH Enabled: False 5648865 resale - liquor 7,340.43 02/28/2017 609-49750-425100 5648865 freight 67.68 02/28/2017 609-49750-433300 5648866 freight 55.08 02/28/2017 609-49750-433300 5648866 resale - wine 2,153.52 02/28/2017 609-49750-425300 5650129 resale - liquor 1,917.69 02/28/2017 609-49750-425100 5650129 freight 20.92 02/28/2017 609-49750-433300 5650130 freight 18.00 02/28/2017 609-49750-433300 5650130 resale- wine 793.63 02/28/2017 609-49750-425300 5652531 resale -liquor 104.23 02/28/2017 609-49750-425100 5652531 freight 1.44 02/28/2017 609-49750-433300 5652532 freight 8.64 02/28/2017 609-49750-433300 5652532 resale- wine 313.50 02/28/2017 609-49750-425300 5653911 resale - liquor 9,734.48 02/28/2017 609-49750-425100 5653911 freight 118.08 02/28/2017 609-49750-433300 5653912 freight 112.32 02/28/2017 609-49750-433300 5653912 resale - wine 3,778.00 02/28/2017 609-49750-425300 5653912 resale - mix 67.00 02/28/2017 609-49750-425400 5655216 resale - liquor 881.00 02/28/2017 609-49750-425100 5655216 freight 5.76 02/28/2017 609-49750-433300 5655217 resale - wine 1,314.32 02/28/2017 609-49750-425300 5655217 resale - wine n/a 97.60 02/28/2017 609-49750-425400 5655217 freight 32.40 02/28/2017 609-49750-433300 5657723 freight 19.44 02/28/2017 609-49750-433300 5657723 resale - liquor 1,453.10 02/28/2017 609-49750-425100 5657724 resale- wine 905.40 02/28/2017 609-49750-425300 5657724 freight 14.40 02/28/2017 609-49750-433300 613852 resale - liquor credit inv. #5648865 -177.00 02/28/2017 609-49750-425100 613852 freight credit inv. #5648865 -1.44 02/28/2017 609-49750-433300 Check Total: 31,149.62 Vendor: 4631 KOLLES SAND & GRAVEL, INC. Check Sequence: 31 ACH Enabled: False 11584 (4) Hrs Hauling Salt 420.00 02/28/2017 101-43125-421700 Check Total: 420.00 Vendor: 3829 STEVE LANGANKI Check Sequence: 32 ACH Enabled: True 1030 Porta Toilet (17) 10/12-10/31; (6) 11/1-9 & winta 698.78 12/31/2016 101-45201-431990 AP -Computer Check Proof List by Vendor (02/22/2017 - 12:59 PM) Page 6 Invoice No Description Amount Payment Date Acct Number 698.78 822.86 704.94 1,527.80 2,736.72 2,736.72 37,948.00 37,948.00 219.60 219.60 4,154.91 3,462.81 7,617.72 320.79 2,517.07 2,837.86 4,880.00 4,880.00 56,466.57 56,466.57 Check Sequence: 33 02/28/2017 609-49750-425500 02/28/2017 609-49750-425400 Check Sequence: 34 02/28/2017 702-00000-441500 Check Sequence: 35 02/28/2017 703-00000-165010 Check Sequence: 36 02/28/2017 101-42100-431990 Check Sequence: 37 12/31/2016 601-49440-443700 12/31/2016 601-49440-443700 Check Sequence: 38 02/28/2017 101-45201-424100 02/28/2017 703-00000-165010 Check Sequence: 39 02/28/2017 101-45175-444310 Check Sequence: 40 02/28/2017 400-43300-459011 Reference ACH Enabled: True ACH Enabled: True ACH Enabled: False ACH Enabled: True ACH Enabled: False ACH Enabled: False ACH Enabled: True ACH Enabled: False Page 7 Check Total: Vendor: 1303 M AMUNDSON CIGAR & CANDY CO, LLP 232111 resael- cigarettes; juice 232111 resael - tobacco; flasks; cups; can coolers; etc. Check Total: Vendor: 1308 MARCOINC 324142736 2/10/17 - 3/10/17 Contract Payment Check Total: Vendor: 3671 MIDWAYFORD 111099 2017 Ford F550- Parks- vin 1FDUF5HY2HEB9, Check Total: Vendor: 1330 CITY OF MINNEAPOLIS 400451000805 January 2017 - Monti Pawn Transactions (244) Check Total: Vendor: 1350 MN DNR WATERS ECO -WATER -RES 2016 Fees Permit 1964-1059 (2016) Water Use Municipal 2016 Fees Permit 1964-1059 (2016) summer surcharge (Ju Check Total: Vendor: 1370 MONTICELLO DEPUTY REG #002 1521 VIN MN Sales Tax; Title, Regist 2017 PJ Trailer - Pai 4399 VIN MN Sales Tax; Title, Regist 2017 Ford F550 VIP Check Total: Vendor: 1377 MONTICELLO SENIOR CENTER February 2017 Monthly Allocation - February 2017 Check Total: Vendor: 4490 NORTHDALE CONSTRUCTION COMPANY: Pay Voucher 8 15C001 - Pay Voucher #8 - 2016 Street Reconstr Check Total: AP -Computer Check Proof List by Vendor (02/22/2017 - 12:59 PM) Amount Payment Date Acct Number 698.78 822.86 704.94 1,527.80 2,736.72 2,736.72 37,948.00 37,948.00 219.60 219.60 4,154.91 3,462.81 7,617.72 320.79 2,517.07 2,837.86 4,880.00 4,880.00 56,466.57 56,466.57 Check Sequence: 33 02/28/2017 609-49750-425500 02/28/2017 609-49750-425400 Check Sequence: 34 02/28/2017 702-00000-441500 Check Sequence: 35 02/28/2017 703-00000-165010 Check Sequence: 36 02/28/2017 101-42100-431990 Check Sequence: 37 12/31/2016 601-49440-443700 12/31/2016 601-49440-443700 Check Sequence: 38 02/28/2017 101-45201-424100 02/28/2017 703-00000-165010 Check Sequence: 39 02/28/2017 101-45175-444310 Check Sequence: 40 02/28/2017 400-43300-459011 Reference ACH Enabled: True ACH Enabled: True ACH Enabled: False ACH Enabled: True ACH Enabled: False ACH Enabled: False ACH Enabled: True ACH Enabled: False Page 7 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 1401 NORTHWEST ASSOCIATED CONSULTANTS Check Sequence: 41 ACH Enabled: True 22762 16C006 PRELIM - Jan 2017 Tech Assist St.Hem 1,651.55 02/28/2017 400-43300-459018 22762 Jan 2017 - Tech Assistance - OAA Solar Ordinar 712.27 02/28/2017 101-41910-431990 22762 Jan 2017 - Tech Assistance - General 1,463.06 02/28/2017 101-41910-431990 22763 201706 - Jan 2017 - Tech Assistance - Prairie Po 1,287.70 02/28/2017 101-00000-220110 22763 201705 - Jan 2017 - Tech Assistance - ONeill G� 1,215.30 02/28/2017 101-00000-220110 22763 Jan 2017 - Tech Assistance - Spaeth Indust PUD 179.30 02/28/2017 101-41910-431990 22763 Jan 2017 - Tech Assistance - Shred N Go Industr 260.80 02/28/2017 101-41910-431990 22763 Jan 2017 - Tech Assistance - Thomas Park Circle 293.40 02/28/2017 101-41910-431990 22764 Jan 2017 - Tech Assistance - Meetings 150.00 02/28/2017 101-41910-431990 Check Total: 7,213.38 Vendor: 4368 OFFICE DEPOT INC Check Sequence: 42 ACH Enabled: False 906618983001 case paper; (5) labels; write pad; doz. pens 97.17 02/28/2017 101-43110-421990 Check Total: 97.17 Vendor: 1411 OLSON & SONS ELECTRIC INC Check Sequence: 43 ACH Enabled: True 54444 Troubleshoot Air Handler & Main Motor for Boi 264.00 02/28/2017 226-45126-431990 Check Total: 264.00 Vendor: 1273 PAUSTIS & SONS WINE CO Check Sequence: 44 ACH Enabled: False 8578976 resale - wine 1,471.98 02/28/2017 609-49750-425300 8578976 freight 12.50 02/28/2017 609-49750-433300 8579851 resale- wine 237.00 02/28/2017 609-49750-425300 8579851 freight 5.25 02/28/2017 609-49750-433300 8580237 freight 4.50 02/28/2017 609-49750-433300 8580237 resale- wine 232.00 02/28/2017 609-49750-425300 8580244 resale - liquor 218.00 02/28/2017 609-49750-425100 8580244 freight 2.25 02/28/2017 609-49750-433300 Check Total: 2,183.48 Vendor: 1427 PHILLIPS WINE & SPIRITS CO Check Sequence: 45 ACH Enabled: False 2115772 resale - liquor 4,124.00 02/28/2017 609-49750-425100 2115772 freight 48.24 02/28/2017 609-49750-433300 2116725 freight 14.40 02/28/2017 609-49750-433300 2116725 resale -liquor 861.45 02/28/2017 609-49750-425100 2116726 resale - wine 670.30 02/28/2017 609-49750-425300 2116726 resale- mix 53.00 02/28/2017 609-49750-425400 2116726 freight 17.39 02/28/2017 609-49750-433300 2119269 resale - wine 1,758.40 02/28/2017 609-49750-425300 AP -Computer Check Proof List by Vendor (02/22/2017 - 12:59 PM) Page 8 Invoice No Description Amount Payment Date Acct Number Reference 2119269 freight 34.56 02/28/2017 609-49750-433300 2120148 resale - liquor 2,372.06 02/28/2017 609-49750-425100 2120148 freight 28.80 02/28/2017 609-49750-433300 2120149 freight 14.40 02/28/2017 609-49750-433300 2120149 resale - wine 487.65 02/28/2017 609-49750-425300 2121960 resale - liquor 2,545.25 02/28/2017 609-49750-425100 2121960 freight 21.60 02/28/2017 609-49750-433300 Check Total: 13,051.50 Vendor: 1428 PINNACLE PUBLISHING, LLC Check Sequence: 46 ACH Enabled: False 0256012 Annual Telephone directory (12) mo @ 37.70. - : 428.40 02/28/2017 609-49754-434990 038478 Annual Telephone directory (12) mo @ 45.29 - ( 543.60 02/28/2017 101-41310-435100 Check Total: 972.00 Vendor: 4512 SARAH RATHLISBERGER Check Sequence: 47 ACH Enabled: True 02/17/2017 Reimbursement - Supplies for GFOA Exam - Fir 66.00 02/28/2017 101-41520-421990 Check Total: 66.00 Vendor: 1474 PATRICIAA SALZWEDEL Check Sequence: 48 ACH Enabled: True Feb 2nd Semi Monthly Contract Payment 1,593.75 02/28/2017 101-42700-431200 Check Total: 1,593.75 Vendor: 3827 SAMBATEK INC Check Sequence: 49 ACH Enabled: True 09253 Code Updates: Project Admin Services thru 1/21 127.50 02/28/2017 101-41910-431990 Check Total: 127.50 Vendor: 4194 JENNIFER SCHREIBER Check Sequence: 50 ACH Enabled: True 02/10/2017 Mileage Reimbursement - Training St.Paul (98 n 59.36 02/28/2017 101-41410-433100 Check Total: 59.36 Vendor: 2443 SECURITAS SECURITY SERVICES USA INC Check Sequence: 51 ACH Enabled: False W5531997 1/28/17 - Kjersten Anderson Reception 140.00 02/28/2017 226-45123-431992 W5541747 2/4/17 - Cargill Banquet 140.00 02/28/2017 226-45123-431992 Check Total: 280.00 Vendor: 3309 SOUTHERN GLAZER'S WINE AND SPIRITS. Check Sequence: 52 ACH Enabled: False 1507357 resale - liquor 1,910.72 02/28/2017 609-49750-425100 1507357 freight 22.87 02/28/2017 609-49750-433300 AP -Computer Check Proof List by Vendor (02/22/2017 - 12:59 PM) Page 9 Invoice No Description Amount Payment Date Acct Number Reference 1507358 freight 14.00 02/28/2017 609-49750-433300 1507358 resale - wine 802.00 02/28/2017 609-49750-425300 1509813 resale - liquor 265.44 02/28/2017 609-49750-425100 1509813 freight 2.92 02/28/2017 609-49750-433300 1509814 freight 26.60 02/28/2017 609-49750-433300 1509814 resale - wine 1,375.44 02/28/2017 609-49750-425300 Check Total: 4,419.99 Vendor: 3594 STRATEGIC EQUIPMENT, LLC Check Sequence: 53 ACH Enabled: False 2801428 resale - drinking jars 21.38 02/28/2017 609-49750-425400 2801434 asst. bags; case coffee 247.15 02/28/2017 609-49754-421990 Check Total: 268.53 Vendor: 1516 TASC Check Sequence: 54 ACH Enabled: False IN982381 4/1/17 - 4/30/17 Admin Fees 95.13 02/28/2017 101-41800-413500 Check Total: 95.13 Vendor: 1518 TDS TELECOM Check Sequence: 55 ACH Enabled: True 763-271-3257 TDS 90.55 02/28/2017 702-00000-432100 763-295-2005 TDS 18.08 02/28/2017 702-00000-432100 763-295-3714 TDS 330.45 02/28/2017 702-00000-432100 Check Total: 439.08 Vendor: 4459 JAMES THARES Check Sequence: 56 ACH Enabled: True 02/08/2017 Mileage Reimbursement for January (233 miles) 124.65 02/28/2017 213-46301-433100 Check Total: 124.65 Vendor: 1522 THORPE DISTRIBUTING COMPANY Check Sequence: 57 ACH Enabled: True 1214269 resale - beer 11,988.49 02/28/2017 609-49750-425200 1217217 resale - beer 26.75 02/28/2017 609-49750-425200 1217217 resale - wine 50.20 02/28/2017 609-49750-425300 1217218 resale - Monster 36.00 02/28/2017 609-49750-425400 1217577 resale - beer 6,488.17 02/28/2017 609-49750-425200 156-157 resale - beer credit -40.40 02/28/2017 609-49750-425200 156-160 resale - beer credit -64.80 02/28/2017 609-49750-425200 Check Total: 18,484.41 Vendor: 4536 JACOB THUNANDER Check Sequence: 58 ACH Enabled: True AP -Computer Check Proof List by Vendor (02/22/2017 - 12:59 PM) Page 10 Invoice No Description Amount Payment Date Acct Number Reference 02/09/2017 Mileage Reimbursement (15.4 miles) Live Wrigl 8.24 02/28/2017 101-41910-433100 02/15/2017 Mileage Reimbursement (20.2 miles) Wright Co 10.81 02/28/2017 101-41910-433100 Check Total: 19.05 Vendor: 3910 TRAILBLAZER JOINT POWERS BOARD Check Sequence: 59 ACH Enabled: False 02/13/2017 Friendship Island Transportation - Sept 2016 60.00 12/31/2016 226-45127-431990 Check Total: 60.00 Vendor: 1534 TWIN CITIES FLAG SOURCE INC Check Sequence: 60 ACH Enabled: False 30180 (2) 5 x 8 USA Flags 133.59 02/28/2017 609-49754-421990 Check Total: 133.59 Vendor: 1544 US POSTAL SERVICE Check Sequence: 61 ACH Enabled: False 2/9/2017 PI 42 - UB Jan Billing (3,776 pcs) (1/2) 855.27 02/28/2017 601-49440-432200 2/9/2017 PI 42 - UB Jan Billing (3,776 pcs) (1/2) 855.26 02/28/2017 602-49490-432200 Check Total: 1,710.53 Vendor: 1552 VIKING COCA COLA BOTTLING CO Check Sequence: 62 ACH Enabled: True 1892463 resale - soda pop 264.00 02/28/2017 609-49750-425400 1892464 resale - soda pop credit -4.26 02/28/2017 609-49750-425400 1892594 resale - soda pop 116.25 02/28/2017 609-49750-425400 Check Total: 375.99 Vendor: 1684 VINOCOPIA Check Sequence: 63 ACH Enabled: True 0173166 resale - wine 376.00 02/28/2017 609-49750-425300 0173166 resale - liquor 51.96 02/28/2017 609-49750-425100 0173166 freight 12.50 02/28/2017 609-49750-433300 0173675 resale - wine 80.00 02/28/2017 609-49750-425300 0173675 resale - liquor 223.92 02/28/2017 609-49750-425100 0173675 freight 5.00 02/28/2017 609-49750-433300 Check Total: 749.38 Vendor: 4633 VISTAR Check Sequence: 64 ACH Enabled: False 47840499 Cheese Sauce for Concession 53.12 02/28/2017 226-45125-425410 Check Total: 53.12 Vendor: 1561 WATER LABORATORIES INC Check Sequence: 65 ACH Enabled: False 6020 Water Testing Jan 2017 208.00 02/28/2017 601-49440-422740 AP -Computer Check Proof List by Vendor (02/22/2017 - 12:59 PM) Page 11 Invoice No Description Acct Number Check Total: Vendor: 4008 SANDRA WELTON 112 January - March Programs (28) Check Total: Vendor: 1573 WINE MERCHANTS INC 7120351 resale - wine 7120351 freight 7120611 resale- wine 7120611 freight Check Total: Vendor: 1577 WRIGHT CO AUDITOR-TREAS - ACH 2/14/2017 Court Fines & Fees for January 2017 609-49750-425300 Check Total: Vendor: 1579 WRIGHT COUNTY HIGHWAY DEPARTMEN 681 Row Permit 16-121 301.79 Check Total: Vendor: 1582 WRIGHT COUNTY IT ARM17-016 (29) 2017 800 MHz -Radio Infrastructure Fee 609-49750-433300 Check Total: Vendor: 1584 WSB & ASSOCIATES INC 02596-100 19 15C001 - 2016 Stree Reconstruction Proj - Dec Check Total: Check Sequence: 68 Total for Check Run: 2,262.70 Total of Number of Checks: Amount Payment Date Acct Number Reference 208.00 Check Sequence: 66 ACH Enabled: False 980.00 02/28/2017 101-00000-220150 980.00 Check Sequence: 67 ACH Enabled: False 1,500.00 02/28/2017 609-49750-425300 36.00 02/28/2017 609-49750-433300 301.79 02/28/2017 609-49750-425300 3.24 02/28/2017 609-49750-433300 1,841.03 Check Sequence: 68 ACH Enabled: True 2,262.70 02/28/2017 101-42100-430410 2,262.70 Check Sequence: 69 ACH Enabled: False 100.00 02/28/2017 213-46301-431990 100.00 Check Sequence: 70 ACH Enabled: False 2,465.00 02/28/2017 101-42200-431990 2,465.00 Check Sequence: 71 ACH Enabled: True 11,599.50 12/31/2016 400-43300-459011 11,599.50 The preceding list of bills payables was reviewed and approved for payment. 292,761.61 Date: 2/27/17 Approved by: 71 Mayor Brian Stumpf AP -Computer Check Proof List by Vendor (02/22/2017 - 12:59 PM) Page 12 City Council Agenda 2/27/17/17 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 Class Kalicia Soden Slide Attendant MCC 2/10/2017 PT Natalie Seyko Guest Service II MCC 2/15/2017 PT Adam Clark Custodian MCC 3/1/2017 PT TERMINATING EMPLOYEES Name Reason Department Last Day Class Allie Holthaus Voluntary Parks 2/10/17 Seasonal Scott lano Voluntary Parks 2/10/17 Seasonal Nathan Hoglund Voluntary Parks 2/11/17 Seasonal New Hire and Terms City Council 2017: 2/23/2017 City Council Agenda: 2/27/17 2C. Consideration of avnroving the sale or disposal of surplus Citv property (WO) There is no report this City Council cycle. City Council Agenda — 02/27/17 2D. Consideration to approve appointment to EDA to fill Commissioner vacancv of term set to expire on 12-31-2020 (JT) A. REFERENCE AND BACKGROUND: Per the EDA Enabling Resolution, Commissioner "vacancies shall be filled by appointment by the Mayor with the confirmation of the City Council". The vacancy created by Commissioner Jim Davidson's election to City Council is now proposed to be filled by John Morphew. Mr. Morphew was one of two applicants for the posting of the vacant EDA Commissioner position. He was however the only applicant interviewed as the other individual withdrew his application prior to the interview. Upon completion of Mr. Morphew's interview, the EDA then recommended at its regular meeting of Febryuary 8, 2017, that he be appointed to the Commissioner position set to expire on 12- 31-2020. It should be noted that non -Council member EDA Commissioner's terms are six years in length. It should further be noted that Mr. Morphew is a resident of Monticello and is an attorney with an office in Minneapolis. Al. STAFF IMPACT: There is minimal staff impact in considering approving the appointment of John Morphew to the vacant EDA Commissioner position. The staff time consists of researching the EDA Enabling Resolution and ByLaws regarding terms and vacancies and preparing the reports for the EDA and City Council. A2. BUDGET IMPACT: There is no budgetary impact from the consideration of appointing Mr. Morphew to the vacant EDA Commissioner position. By making this appointment, the EDA will again have its full roster of Commissioner positions filled. And, it should be further noted that the EDA members do not receive a meeting stipend at this point in time. B. ALTERNATIVE ACTIONS: 1. Motion to approve the appointment of John Morphew to the vacant EDA Commissioner position with a term expiring on 12-31-2020. 2. Motion to table or deny approving the appointment of John Morphew to the vacant EDA Commissioner position with a term expiring on 12-31-2020. C. STAFF RECOMMENDATION: Staff recommends approving the appointment of John Morphew to the vacant EDA Commissioner position with a term expiring on 12-31-2020. This appointment will bring the EDA to its full membership of seven voting members. D. SUPPORTING DATA: 0 EDA Enabling Resolution (See Section 2.04 and 2.06) CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2013-010 AMENDED AND RESTATED RESOLUTION ENABLING THE CREATION OF THE CITY OF MONTICELLO ECONOMIC DEVELOPMENT AUTHORITY BE IT RESOLVED by the City Council of the City of Monticello, Minnesota ("City") as follows: Section 1. Backeround and Findinas 1.01. The City is authorized by Minnesota Statutes, Sections 469.090 to 469.1081 (the "EDA Act") to establish an economic development authority to coordinate and administer economic development and redevelopment plans and programs for the City. 1.02. By Ordinance No. 172, approved April 10, 1989 and codified in the City Code as Title II, Chapter 3 (the "Enabling Ordinance"), the City established the City of Monticello Economic Development Authority ("EDA"), for the purpose of coordinating and administering economic development activities in and for the City. 1.03. By resolutions approved on October 22, 2007 and January 14, 2008, the City transferred to the EDA the control, authority and operation of all projects administered by the Housing and Redevelopment Authority in and for the City of Monticello and adopted an Amended and Restated Enabling Resolution (the "Enabling Resolution"), which superceded the Enabling Ordinance in all respects. 1.04. The City Council further amended the Enabling Resolution after a duly noticed public hearing on February 27, 2012. 1.05. The City Council has now determined to revise and clarify certain provisions of the Enabling Resolution by the adoption of this resolution. 1.06. The City Council has, in accordance with Minnesota Statutes Section 469.093, provided public notice and conducted a public hearing on the date hereof, at which all persons wishing to be heard were given an opportunity to express their views, concerning the proposed modifications to the Enabling Resolution. 1.07. This resolution constitutes an amendment and restatement of the Enabling Resolution of February 27, 2012, and supercedes such Enabling Resolution in all respects. Section 2. Enabling Authoritv. 2.01. The EDA was established pursuant to the EDA Act under the Enabling Ordinance as adopted April 10, 1989 and codified as Title II, Chapter 3 of the City Code, as amended and restated by this resolution. 2.02. The EDA shall be composed of 7 commissioners to be appointed by the Mayor and confirmed by the City Council. 2.03. Two of the commissioners shall be members of the City Council. The terms of office of the two members of the City Council shall coincide with their terms of office as members of the City Council. The remaining five (5) commissioners shall be initially appointed for terms of one, two, three, four, and five years respectively. Thereafter, all non -Council commissioners shall be appointed for six-year terms. 2.04. A vacancy is created in the membership of the EDA when a City Council member of the board of commissioners ends Council membership, when any commissioner ends EDA membership prior to expiration of his or her term of office, on the day following the expiration of a commissioner's term of office, or when a commissioner is removed by the City Council subject to the terms of Section 2.07 hereof . A vacancy for this or any other reason must be filled for a new term or the balance of the unexpired term, as applicable, in the manner in which the original appointment was made. 2.05. All of the commissioners who are not members of the City Council must be either residents of the City, business -owners in the City, or property -owners in the City. 2.06. All commissioners shall serve at the pleasure of the City Council, subject to the terms of Section 2.07 hereof. Vacancies shall be filled by appointment by the Mayor with the confirmation of the City Council. 2.07. A commissioner may be removed by the City Council for inefficiency, neglect of duty, or misconduct in office. A commissioner shall be removed only after a hearing. A copy of the charges must be given to the commissioner at least 10 days before the hearing. The commissioner must be given an opportunity to be heard in person or by the counsel at the hearing. When written charges have been submitted against the commissioner, the City Council may temporarily suspend the commissioner. If the City Council finds that those charges have not been substantiated, the commissioner shall be immediately reinstated. If a commissioner is removed, a record of the proceedings together with the charges and findings shall be filed in the office of the City Administrator. 2.08. The City Council shall make available to the EDA such appropriations as it deems fit for salaries, fees, and expenses necessary in the conduct of its work. The EDA shall have authority to expend all budgeted sums so appropriated and recommend the expenditures of other sums made available for its use from grants, gifts, and other sources for the purposes and activities authorized by this resolution. Section 3. Officers and Meetinim 3.01. The EDA shall elect a president, vice president, treasurer, assistant treasurer, and secretary annually. A commissioner must not serve as president and vice president at the same time. The other offices may be held by the same commissioner. The other offices of the secretary and assistant treasurer need not be held by a commissioner. 3.02. The EDA shall adopt rules and procedures not inconsistent with the provisions of this Enabling Resolution or as provided in Minnesota Statutes, Section 469.096, and as may be necessary for the proper execution and conduct of its business. The EDA shall adopt bylaws and rules to govern its procedures and for the transaction of its business and shall keep a record of attendance at its meetings and/or resolutions, transactions, findings, and determinations showing the vote of each commissioner on each question requiring a vote, or if absent or abstaining from voting, indicating such fact. The records of the EDA shall be a public record, except for those items classified by law as nonpublic data. 3.03. The EDA shall meet at least quarterly. Special meetings may be called by the president as needed. 3.04. All administrative procedures, including contract for services, purchases of supplies, and financial transactions and duties shall be outlined in the bylaws of the EDA. Section 4. Staff. 4.01. The City Administrator, or any other person designated in writing by the City Administrator and approved by a majority of the EDA commissioners, shall be designated as Executive Director of the EDA. 4.02. Subject to limits set by the appropriations or other funds made available, the EDA may employ such staff, technicians, and experts as may be deemed proper, and may incur such other expenses as may be necessary and proper for the conduct of its affairs. Section 5. Functions. Powers. and Duties. 5.01. Except as specifically limited by the provisions of Section 6 of this Enabling Resolution, the EDA shall have the authority granted it pursuant to the EDA Act. 5.02. The EDA shall manage the Greater Monticello Enterprise Fund (the 'Fund") the purpose of which is to encourage economic development by making loans to private businesses. The EDA shall make loans to eligible businesses, and such loan(s) shall serve a public purpose as defined in the Greater Monticello Enterprise Fund Guidelines (Fund Guidelines). The Fund Guidelines are hereby adopted by reference and included in the bylaws of the EDA. No changes to the fund Guidelines shall be made without approval of the City Council. 5.03. The EDA may be a limited partner in a partnership whose purpose is consistent with the EDA's purpose. 5.04. The EDA may issue general obligation bonds and revenue bonds when authorized by the City Council and pledge as security for the bonds the full faith, credit, and resources of the City or such revenues as may be generated by projects undertaken by the EDA. 5.05. The EDA may cooperate with or act as agent for the federal or state government or a state public body, or an agency or instrumentality of a government or other public body to carry out the powers granted it by the EDA Act or any other related federal, state, or local law in the area of economic development district improvement. 5.06. The EDA may annually develop and present an economic development strategy and present it to the City Council for consideration and approval. 5.07. The EDA may join an official, industrial, commercial, or trade association or other organization concerned with such purposes, hold reception of officials who may contribute to advancing the City and its economic development, and carry out other appropriate public relations activities to promote the city and its economic development. 5.08. The EDA may perform such other duties which may be lawfully assigned to it by the City. All city employees shall, upon request and within a reasonable time, furnish the EDA or its employees or agents such available records or information as may be required in its work. The EDA or its employees or agents may, in the performance of official duties, enter upon lands and make examinations or surveys in the same manner as other authorized City agents or employees and shall have such other powers as are required for the performance of official functions in carrying out the purposes of this resolution. Section 6. Limitations of Power. 6.01. The following limits apply to the EDA and its operation: (a) The sale of bonds or other obligations of the EDA must be approved by the City Council. (b) The EDA must follow the budget process for City departments in accordance with City policies, ordinances, and resolutions and the City charter. (c) Development and redevelopment actions of the EDA must be in conformity to the City comprehensive plan and official controls implementing the comprehensive plan. (d) The EDA must submit its plans for development and redevelopment to the City Council for approval in accordance with City planning procedures and laws. (e) Except when previously pledged by the EDA, the City Council may, by resolution, require the EDA to transfer any portion of the reserves generated by activities of the EDA that the City Council determines are not necessary for the successful operation of the EDA to the debt service funds of the city to be used solely to reduce tax levies for bonded indebtedness of the City. (f) The administrative structure and management practices and policies of the EDA must be approved by the City Council. (g) The EDA shall submit all planned activities for influencing the action of any other governmental agency, subdivision, or body to the City Council for approval. 6.02. The EDA may exercise all the powers under the EDA Act, including, but not limited to, the following: (a) all powers under the HRA Act. (b) all powers of a city under Minnesota Statutes, Section 469.124 to 469.134. (c) all powers and duties of a redevelopment agency under Minnesota Statutes, Sections 469.152 to 469.165 for a purpose in the HRA Act or the EDA Act, and all powers and duties in the HRA Act and the EDA Act for a purpose in Minnesota Statutes, Sections 469.152 to 469.165. (d) the authority to acquire property, exercise the right of eminent domain; make contracts for the purpose of redevelopment and economic development; serve as a limited partner in a partnership whose purpose is consistent with the EDA's purpose; buy supplies and materials needed to carry out development within the EDA Act; and operate and maintain public parking facilities. (e) the authority to issue bonds in accordance with the EDA Act and the HRA Act. (f) the authority to levy special benefit taxes in accordance with Section 469.033, subdivision 6 of the HRA Act in order to pay or finance public redevelopment costs (as defined in the HRA Act), subject to approval by the City Council in accordance with Section 469.033, subdivision 6. (g) all powers under Minnesota Statutes, Sections 469.474 to 469.179. 6.03. As provided in the EDA Act, it is the intention of the City Council that nothing in this resolution nor any activities of the EDA are to be construed to impair the obligations of the City or HRA under any of their contracts or to affect in any detrimental manner the rights and privileges of a holder of a bond or other obligation heretofore issued by the City, the EDA or the HRA. Section 7. Implementation. 7.01. The City Council will from time to time and at the appropriate time adopt such ordinances and resolutions as are required and permitted by the EDA Act to give full effect to this resolution. 7.02. The Mayor, the City Administrator, and other appropriate City officials are authorized and directed to take the actions and execute and deliver the documents necessary to give full effect to this resolution. 7.03. Nothing in this resolution is intended to prevent the City from modifying this Enabling Resolution to impose new or different limitations on the EDA as authorized by the EDA Act. ADOPTED BYthe City Council of the City of Monticello on this 25th day of March, 2013 CITY OF MONTICELLO Clint Herbst, Mayor ATTEST: Jefl'O' 11, City Administrator City Council Agenda: 02/27/17 2E. Consideration of adopting Resolution 2017-06 stating intent to reimburse from bond proceeds for the Fallon Avenue Overpass, Citv Proiect No. 16CO06 (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 it would allow the City to include the Fallon Avenue Overpass project in a future bond issue. Without the resolution, the project could not be funded by bonds. At this time the City is planning on issuing bonds to finance this project. An earlier reimbursement was passed in June 2013 for $6,000,000. The current resolution is for $8,400,000. Al. Budget Impact: By adopting the resolution, the City would have the ability to include the Fallon Avenue Overpass project in a future bond issue. A2. Staff Workload Impact: There would be no impact on the staff by this action. When the City issues bonds there would be staff time and consultant costs related to the bond issue. B. ALTERNATIVE ACTIONS: 1. Motion to adopt Resolution 2017-06 declaring the official intent to reimburse expenditures from the proceeds of bonds for the Fallon Avenue Overpass, City Project No. 16C006. 2. Motion to not adopt a resolution declaring the official intent to reimburse expenditures from the proceeds of bonds at this time. C. STAFF RECOMMENDATION: City staff supports Alternative #1. D. SUPPORTING DATA: • Resolution 2017-06 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2017-06 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 FALLON AVENUE OVERPASS, CITY PROJECT 16CO06 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 27th day of February, 2017. CITY OF MONTICELLO Brian Stumpf, Mayor ATTEST: Jeff O'Neill, City Administrator EXHIBIT A TO OFFICIAL INTENT RESOLUTION #2013-xx ADOPTED February 13, 2017 DATE OF DECLARATION DESCRIPTION OF PROJECT MAXIMUM PRINCIPAL AMOUNT OF DEBT FOR PROJECT 2/13/2017 FALLON AVENUE OVERPASS, CITY $ 8,400,000 PROJECT NO. 16CO06 - 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. 2F. 1. City Council Agenda: 2/27/2017 Consideration of avvrovin2 the resurfacing of the communitv center walkinL track for (total $23,750). (AM) REFERENCE AND BACKGROUND: City Council is asked to consider resurfacing the original and now worn walking track surface in the Community Center per the improvement plan provided to the City Council at the MCC budget presentation. Pictures of the existing walking track surface are attached for Council's reference. Quotes have been requested from three contractors and three have been received. The new urethane surface will be applied with a color match pigment to the existing base layer. The goal is to have the project completed in May or June. The project is scheduled to take one week. These quotes were received as follows: Quotes for Resurfacing CONTRACTOR DESCRIPTION TOTAL QUOTE Anderson Ladd, Inc. Prepare floor for recoating, $23,750.00 Apply new urethane surface, Apply topcoat, Paint game lines, and install new base around perimeter. JWood Sports Flooring Prepare floor for recoating, $27,690.00 Apply new urethane surface, Apply topcoat, and Paint game lines. FLR Sanders, Inc. Prepare floor for recoating, $28,351.75 Apply new urethane surface, Apply topcoat, and Paint game lines. Al. Budget Impact: The 2017 budget includes $47,000 for improvements. Amounts expended above the budget are financed through the fund balance (prior year accumulation of revenues in excess of expenditures). The National Guard will contribute 10% of the project total, which is $2,160.00. We have received $10,800.00 in private donations earmarked for this project. The proposed City's responsibility would be $10,790.00. A2. Staff Workload Impact: Staff time will include removing the old base perimeter for the project, providing a dumpster, and working with the contractor to finalize the project. B. ALTERNATIVE ACTIONS: 1. Motion to approve resurfacing project for the walking track of community center for $23,750.00, by the lowest bidders as highlighted in green as identified in the previous table. City Council Agenda: 2/27/2017 2. Motion to deny. C. STAFF RECOMMENDATION: City staff recommends Alternative 1. D. SUPPORTING DATA: A. Quotes B. Pictures ANDERSON LADD, INC. lt4450 Industrial Blvd, Minneapolis, MN 55413 Tel: 612-331-8816 Fax: 612-378-2236 SERVING EDUCATION, HEALTHCARE, AND INDUSTRY SINCE 1924 "Exceeding Customer Expectations Since 1924" SERVICES -Construction -Consulting / Training -Service & Maintenance -Layout & Design -Project Management PRODIIC,TS -Athletic & Wood Flooring -Athletic Equipment -Auditorium Seating -Bleachers -Casework -Laboratory Equipment -Laboratory Furniture -Library & File Systems -Lockers -School Equipment -Storage Systems -Tracks -Turf Fields The Haldeman Homme Family of Companies: -Academic Specialties -Academic Specialties TX -Anderson Ladd -IDEA Employee Owned UPDATED PROPOSAL HH52069 To: Ann Mosack Date: 1/19/17 MCC Project: Monticello Community Center Track 763-271-3268 Location: Monticello, MN We propose to furnish and install a Pulastic FL urethane topcoat over existing track surface. Process includes; • Buffing current urethane track surface to remove dirt and grime in order to get good bond between the old urethane and the new • Pour 1.5mm of Pulastic 2500 Resin (This is our strongest resin and I would recommend it because it works better for tracks that have banked corners) • Apply topcoat (color to be selected by owner) • Paint track lines to match existing • Install new base around the perimeter. Existing base is to be removed by owner. Material, freight and installation..... Pricing Includes: 1. Unload 2. Staging Qualifications: 1. Proposed project schedule: Shop Drawings Manufacturing Lead Time Installation ................ $23,750 4 weeks 2 weeks 1 week Excludes: 1. State Sales & Use Taxes. Purchaser by acceptance of this quotation agrees to furnish Tax Exemption Certificates when requested on non-taxable materials, otherwise any applicable tax will be added at time of invoicing. 2. Any Liquidated, Consequential and/or Actual Damages clauses. Note: Clean-up to be limited to removing all debris, dirt and rubbish accumulated as a result of our installation to a dumpster provided by others, leaving the premises broom clean and orderly. ® A Haldeman Homme Company www.haldemanhomme.com www.andersonladd.com Arkansas — Colorado — Idaho — Illinois — Indiana — Iowa — Kansas — Michigan — Minnesota — Montana — Nebraska — Nevada — New Mexico — North Dakota — Oklahoma — South Dakota — Texas — Utah — Wisconsin — Wyoming , Jfl ANDERSON LADD, INC. 450 Industrial Blvd, Minneapolis, MN 55413 Tel: 612-331-8816 Fax: 612-378-2236 SERVING EDUCATION, HEALTHCARE, AND INDUSTRY SINCE 1924 "Exceeding Customer SEE PAGE 2 for Terms & Conditions Expectations Since 1924" This proposal is based upon usage of the AGC/ASA/ASC "Standard Form Construction Subcontract", 1996 Edition or a subcontract form otherwise acceptable to Haldeman -Homme, Inc. SERVICES -Construction -Consulting Training -Service & Maintenance -Layout & Design -Project Management PRODITTS -Athletic & Wood Flooring -Athletic Equipment -Auditorium Seating -Bleachers -Casework -Laboratory Equipment -Laboratory Furniture -Library & File Systems -lockers -School Equipment -Storage Systems -Tracks -Turf Fields The Haldeman Homme Family of Companies: -Academic Specialties -Academic Specialties TX -Anderson Ladd -IDEA 'E50P � Employee Owned TERMS: Net 30 Days ACCEPTED: Company RESPECTFULLY, Name Anderson Ladd, Inc. Date By Sean Rivard, Sales Representative (612)362-2133 srivard@andersonladd.com Note: This quotation is offered for acceptance within 30 days and is subject to revision beyond that time. ® A Haldeman Homme Company www.haldemanhomme.com www.andersonladd.com Arkansas — Colorado — Idaho — Illinois — Indiana — Iowa — Kansas — Michigan — Minnesota — Montana — Nebraska — Nevada — New Mexico — North Dakota — Oklahoma — South Dakota — Texas — Utah — Wisconsin — Wyoming -Turf Fields Payment ANDERSON LADD, INC. lt4450 Industrial Blvd, Minneapolis, MN 55413 Tel: 612-331-8816 Fax: 612-378-2236 SERVING EDUCATION, HEALTHCARE, AND INr"'rRY SINCE 1924 "Exceeding Customer PROPOSAL HH52069 Expectations Since 1924" Haldeman-Homme, Inc. Terms and Conditions The Haldeman Homme Academic Specialties, Inc. / Academic Specialties TX / Anderson Ladd Inc. / Iowa Direct Equipment & Appraisal General SERVICE These terms and conditions are a component part of the attached proposal and constitute the entire agreement between Haldeman-Homme, Inc. and any of its subsidiaries. By -Academic Specialties signing the proposal, Customer acknowledges that they understand and accept the proposal and the following terms and conditions. All work shall be done in accordance with -Construction the attached proposal unless otherwise provided for in writing and signed by Haldeman-Homme, Inc. Applicable sales, excise and use taxes are not included unless otherwise -Consulting Training stated in the proposal. Tax exempt entities hereby agree to furnish tax exemption certificates when requested on non -taxable materials. Material Only Contracts: Responsibility TX for the unloading, handling, storage and installation of material transfers to the Customer upon shipment from the factory. Customer is responsible for receiving, unloading and -Service & Maintenance inspecting materials and filing freight claim for any shortage or damage of materials. Delivery and freight charges are not included unless otherwise stated in the proposal. -Layout & Design y g Site Conditions A smooth, level and clean sub-floor shall be provided or as required by Haldeman-Homme, Inc. Maintain environment at proper temperature (55-80 degrees F.) and humidity -Project Management (35-50%) before, during and 30 days following installation. Delays due to circumstances beyond the control of Haldeman-Homme, Inc. shall entitle Haldeman-Homme, Inc. to an -IDEA equitable adjustment of time and contract price. Acceptance This proposal may be accepted within 30 days subject to credit approval. Haldeman-Homme, Inc. reserves the right to revoke this offer prior to acceptance by customer. PRODITTS Customer agrees that, by signing, grant authority to credit bureaus to release credit history information for the purpose of establishing credit with Haldeman-Homme, Inc. and its tESQP€ subsidiaries. Haldeman-Homme, Inc. and its subsidiaries may, at its sole discretion, require a credit application, joint check agreement with the property owner/end user if the -Athletic & Wood property owner/end user is a separate entity from the Customer, a copy of the Customer's payment bond, a personal guarantee, or a combination of said documents as a Flooring condition of credit approval. -Athletic Equipment Installation This proposal assumes unloading and elevator use shall be conducted during normal business hours. This proposal is based on completing the work during normal business -Auditorium Seating hours. Overtime, evening and weekend work is available at additional charge. Customer agrees to provide Haldeman-Homme, Inc. with sufficient and timely unloading facilities, dock and elevator access as needed at no additional cost to Haldeman-Homme, Inc. Customer shall provide temporary, secure storage for materials prior to installation. -Bleachers Customer shall provide adequate electrical power, lighting, water and restroom facilities during installation. Customer shall provide area that is free and clear and prepared for -Casework installation. -Laboratory Equipment Engineering All engineering, proposal drawings, specifications shall represent Haldeman-Homme, Inc.'s investment in engineering skill and development and remain the property of -Laboratory Furniture Haldeman-Homme, Inc. Such are submitted with the understanding that the information will not be disclosed or used in any way detrimental to Haldeman-Homme, Inc.'s interests. -Library & File Systems Changes -lockers Any requests for changes to the scope of work shall be made in writing with signed acceptance by authorized personnel from Haldeman-Homme, Inc. and Customer. -School Equipment Liability Haldeman-Homme, Inc. shall not be liable for damages in any form or any other claim arising out of strikes, floods, fire, accidents, or any other causes beyond our control. -Storage Systems Haldeman-Homme, Inc. shall not be liable for liquidated, consequential or any other damages or penalties of any kind for delays in completion of work. Haldeman-Homme, Inc. -Tracks indemnity obligations to the Customer and owner are limited to the liability created by the gross negligence of Haldeman-Homme, Inc., its employees or subcontractors. In the event the terms of this agreement conflicts with the Customer's proposal or purchase order the parties acknowledge and agree the terms of this agreement shall control. -Turf Fields Payment Payment in full will be due and payable thirty (30) days from invoice date. Haldeman-Homm, Inc and its subsidiaries may, at its sole discretion, require a down payment of up to 50% of the order at the time the order is placed. Customer agrees to pay progress -billing invoices during the course of the project reflecting partial shipment of material and/or partial completion of labor work performed. Where materials are stored or staged temporarily at the job site or in offsite or bonded warehouse, customer shall pay for materials and reasonable storage charges. The failure of the Customer to make payments within contract terms shall entitle Haldeman -Homme, Inc., in addition to all other rights, to suspend all work and shipments and shall further entitle Haldeman -Homme, Inc. to an extension of time of performance of the work. No payments shall be withheld from or penalties assessed against Haldeman -Homme, Inc. due to causes for which Haldeman -Homme, Inc. is not responsible. The Haldeman Homme Customer agrees that, if the billed amount is not paid within terms, a service charge will be charged on the overdue balance at a percentage rate of 1.5% (18% ANNUAL PERCENTAGE RATE) for all accounts. If the customer fails to pay the entire unpaid balance on the account when due Haldeman -Homme, Inc. may without further notice or Familv of COmnanies: demand, exercise all rights and remedies available by law for the collection of the balance due on the account. Haldeman -Homme, Inc. reserves the option to exercise its lien -Academic Specialties rights at all times in accordance with applicable law to secure collection of amounts due. Applicant will be liable for all expenses of collection with or without suit, including all court costs and reasonable attorney's fees to the extent under applicable state law. Venue shall be the State District Court of Minnesota. -Academic Specialties Disputes TX Customer and Haldeman -Homme, Inc. hereby agree that disputes between the patties which cannot be settled amicably, shall be settled through the State District Court of Minnesota. -Anderson Ladd Cancellation -IDEA An officer of Haldeman -Homme, Inc. must approve cancellation requests in writing. In order to compensate Haldeman -Homme, Inc. for its investment in engineering, time, processing and administrative work, approved cancellations shall be subject to cancellation charge of 25% of the contract amount plus the cost of materials produced or in production, labor or other services performed, freight, taxes and any other out of pocket expenses incurred by Haldeman -Homme, Inc. Warranty tESQP€ THE MANUFACTURER EXPRESS WARRANTY IS PROVIDED IN LIEU OF ALL OTHER WARRANTIES, EXPRESS OR IMPLIED. THE WARRANTIES OF mak • MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE ARE HEREBY DISCLAIMED BY HH/AL. Employee Owned Insurance Haldeman -Homme, Inc. maintains insurance and will provide certificates of insurance if requested on coverage and limits as provided by its insurance policy. No other insurance coverage is provided including waiver of subrogation or additional named insureds. Codes Customer, architect and/or contractor shall be responsible for all local, state and federal agency code compliance, permits, fees, design, engineering and testing. Haldeman - Homme, Inc. does not provide professional liability insurance for any of these services. Costs for any and all such services are not included in this proposal. Signature: Name: Date: (Please Print) ® A Haldeman Homme Company www.haldemanhomme.com www.andersonladd.com Arkansas — Colorado — Idaho — Illinois — Indiana — Iowa — Kansas — Michigan — Minnesota — Montana — Nebraska — Nevada — New Mexico — North Dakota — Oklahoma — South Dakota — Texas — Utah — Wisconsin — Wyoming Proposal# 1209 J1VWV 0 0 D Date 10/31/2016 SPORTS FLOORING 573 Cty Rd A Suite 109 Hudson WI 54016 P 715-690-2560 f715-690-2562 Proposal Prepared for: Project: Ann Mosack Urethane Walking Track Resurfacing Monticello Conunity Center 505 Walnut Street Monticello, MN 55362 ann.nosack@ci.nvnticello.nn.us Jwood Sports Flooring agrees to perform the following: Pricing Includes: Furnish all labor and materials to resurface existing poured urethane floor system Conplete resurfacing includes prep work on existing surface, pour new 2ranlurethane wear surface, topcoat and paint garb lines. Urethane color to be pigmented to match topcoat. Price include repainting black lane lines ................... $27690.00 Notes: *Price assunes work to be complete prior to May 1 st 2017 *Owner to supply dunpster for all waste *Pricing assunes 24 hour access to facility Material and labor as described above to be furnished in accordance with drawings and specifications submitted for the above work. For the sum of $ 27690.00 Payments terms as follows: Due Upon Completion Interest of 18% annum will be charged on all outstanding balances over 30 days Deviations fromthe above work scope involving extra cost, will be executed upon written orders , and will becone an extra charge. This Proposal nay be withdrawn by us if not accepted within 30 days or by result of any abnomalities. Acceptance of proposal Respectfully subnitted SIGNATURE Cole Johnston DATE FLR Sanders, Inc. SANDERS 3079 92nd Avenue Princeton, MN 55371 Monticello Community Center 505 Walnut Street, Ste 4 Monticello, MN 55362 Project: Running track PROJECT: 2mm OVERPOUR ON RUNNING TRACK SYNTHETIC SURFACE (3,322 sq ft) Proposal DATE: 1/25/2017 RUNNING TRACK SURFACE MAINTENANCE INCLUDING THE FOLLOWING: - Abrade floor thoroughly to prepare for re -coating. - Apply 2mm urethane surface with color match pigment - Re -paint surface of synthetic flooring. - Game lines shall be applied utilizing compatible synthetic floor paint applied according to manufacturer instructions. Precision taping machines will be used as required. Game lines shall include the following: - T' lines, inside and outside perimeter of running track Subtotal: Sales tax Shipping ** Proposal may be withdrawn rfnot accepted within 60 days. Total $28,351.75 All material is guaranteed to be as specified. All work to be completed in a substantial workmanlike manner according to specifications submitted, per standard practices. Customer responsible for all costs of collection including reasonable attorney fees and expenses. 208 three phase power and dumpsters by owner. Slab testing by PLR Sanders, Inc. Slab leveling by others Unlimited access tojobsite required fm schedule and drying times. List alter hours contact: _ FLR Sanders, Inc. date \' Authorized Signature The above prices, specfcations and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made for material at lime of delivery. Labor will be paid within 7 days ofcomplenon. Overdue invoices will acme merest at 1.5% per urmuh. Tel: (763) 633-1170 Fax: (763) 631-0127 info®flrsanders.com date City Council Agenda: 2/27/17 2G. Consideration of Modifving GMEF Loan Guidelines extending timeline for real estate financing balloon uavment from 5 vears to 10 vears (JT) A. REFERENCE AND BACKGROUND: The EDA took action at its regular February 8, 2017 meeting recommending a modification of the GMEF (Greater Monticello Enterprise Fund) Loan Guidelines to better meet prospective borrower's needs. The proposed changes relate primarily to the payment term for the real estate financing balloon payment timeframe. Comments from businesses and bankers suggest that it is much more helpful to extend the time frame for the balloon payment out to 10 years as opposed to the current 5 -year timeframe. The extra time is more attractive in that it allows the borrower additional time (60 months) to prepare to make the large payment. The language for the equipment portion of the payment term is also recommended to be adjusted to read "possibly up to 10 years". Most equipment has a certain useful life that guides financing terms with a many of the timelines falling between 4 to 10 years. While there are not currently any loans being processed, there remains a possibility that there will be several loan applications submitted in the future to accommodate business expansions and new development in the community. Al. STAFF IMPACT: There is minimal staff impact in considering modifying the GMEF Loan Guidelines. A2. BUDGET IMPACT: There is a no budgetary impact related to consideration of modifying the GMEF Loan Guidelines as proposed. B. ALTERNATIVE ACTIONS: 1. Motion to modify the GMEF Loan Guidelines as presented. 2. Motion to table modification of the GMEF Loan Guidelines for further research. C. STAFF RECOMMENDATION: Staff recommends the City Council approve the modification of the GMEF Loan Guidelines as presented. The primary modification changes the repayment terms for real estate financing from 5 years to 10 years. By extending the balloon payment from 5 years to 10 years, it better accommodates borrowers by giving them more time to prepare to make the large payment and further reduces the risk of loan default. The equipment language adjustment is minor and aligns the repayment period to the life of the equipment. There is no requirement to hold a public hearing to modify the GMEF Loan Guidelines. D. SUPPORTING DATA: A. GMEF Loan Guidelines proposal (markups language added) B. EDA Staff report Monticello 1. PURPOSE GREATER MONTICELLO ENTERPRISE FUND GUIDELINES The purpose of the Greater Monticello Enterprise Fund (GMEF) is to encourage economic development by supplementing conventional financing sources available to existing and new businesses. This program is administered by the City of Monticello Economic Development Authority (EDA) and participating lending institution(s). GMEF Loans are made to businesses to help them meet a portion of their financing needs. The loans are meant to be a secondary source of financing, provide gaps in private financing, and assist in securing other grants. All loans must meet four or more of the criteria established in the Definition of Public Purpose section. 2. ORGANIZATION The Greater Monticello Enterprise Fund is administered by the EDA. It is the responsibility of the EDA to assure that loans meet the public purpose standard and comply with all other GMEF policies as defined in this document. 3. GMEF GUIDELINE MODIFICATION At a minimum, the EDA shall review the guidelines on an annual basis. Changes to the GMEF guidelines require approval by the City Council. 4. DEFINITION OF PUBLIC PURPOSE GMEF Loans must meet at least one (1) of the following public purposes (if the EDA finds that the public purpose described in b. is met, the EDA must find that the GMEF Loan meets at least one additional public purpose): a. To provide loans for credit -worthy businesses which create new jobs. 1. One job is equivalent to a total of 37.5 hours per week. 2. At least 90% of the jobs created must pay at least 160% of the federal minimum wage, exclusive of benefits, for individuals over the age of 20 during the term of assistance. Annual written reports are required until repayment of the assistance. Failure to meet the job and wage level goals requires partial or full repayment of the assistance with interest. b. To provide loans for credit -worthy businesses that would increase the community tax base. c. To provide loans to credit -worthy industrial or commercial businesses (new or existing) that would allow the ability to improve or expand their operation. Factors including but not limited to the following will be taken into account: 1. Type and size of the business 2. Product or service involved 3. Present availability of the product or service within the City of Monticello 4. Compatibility of the proposed business as it relates to the comprehensive plan and existing zoning policies, 5. Potential for adverse environmental effects of the business, if any. d. In the event job creation is not a viable option, credit -worthy businesses have the ability to demonstrate public purpose by means of job retention. 5. GREATER MONTICELLO ENTERPRISE FUND POLICIES a. Business Eligibility: 1. Industrial and commercial businesses. 2. Businesses currently located or to be located within the City of Monticello. 3. Credit -worthy existing businesses. 4. Start-up businesses with worthy business plan and/or pro forma in a form acceptable to the EDA (historically non credit -worthy businesses will be denied). b. Acceptable Private Financing Methods: 1. Companion Direct Loan: The GMEF is subordinate to the primary lender. 2. Participation Loan: The GMEF participates in a portion of the loan. 3. Guarantee Loans: The GMEF guarantees a portion of the bank loan. a. Interest rate cap is subject to EDA approval c. Use of Proceeds: 1. Real property acquisition, development, & rehabilitation improvement costs including but not limited to the following: a. Land Acquisition b. Engineer/Design Inspection Fees c. Building Permit Fees d. Architect Fees e. Building Materials f. Soil Borings g. Construction Labor h. Appraisal Fees I . Landscaping j. Legal Fees k. Grading 1. Environmental Study in. Curbing/Parking Lot 2 n. Recording Fees o. Title Insurance 2. Machinery and equipment: a. Personal property used as an integral part of the manufacturing or commercial business, with a useful life of at least three years. Acquisition costs would include freight and sales taxes paid. As a general rule, office equipment would not qualify. d. Terms and conditions: 1. Loan Size: Minimum of $25,000 and maximum not to exceed 50% of the remaining GMEF balance 2. Leveraging: Minimum 60% private/public Non-GMEF, Maximum 30% GMEF, Minimum 10% equity. 3. Loan Term: Personal property term not to exceed life of equipment (possibly generally 5-7 10 years). Real estate property maximum of -5 10 -year maturity amortized up to 30 years. Balloon payment at -5 10 years. 4. Interest Rate: Fixed rate not less than 2% below prime rate as published in the Wall Street Journal on date of EDA loan approval, with a minimum interest rate of 1.0%. 5. Loan Fee: Minimum fee of $500 but not to exceed 1.5 % of the total loan. Fees are to be documented and no duplication of fees between the lending institution and the GMEF. Loan fee may be incorporated into project cost. EDA retains the right to reduce or waive loan fee or portion of loan fee. Fee to be paid by applicant to the EDA within 5 working days after City Council approval of GMEF loan. The fee is non-refundable. e. Pre -payment Policv: No penalty for pre -payment f. Deferral of Pavments: 1. Extending a balloon payment will require a verification letter from two lending institutions stating the inability to refinance and is subject to approval by the EDA. 2. Monthly payments may be deferred for a determined period of time upon approval by the EDA. g. Late Pavment Policv: 1. Failure to pay principal or interest when due may result in the loan being immediately called. In addition to any other amounts due on any loan, and without waiving any right of the Economic Development Authority under any applicable documents, a late fee of $250 will be imposed on any borrower for any payment not received in full by the Authority within 30 calendar days of the date on which it is due. Furthermore, interest will continue to accrue on any amount due until the date on which it is paid to the Authority, and all such interest will be due and payable at the same time as the amount on which it has accrued. h. Assumability of Loan: None i. Business Equity Requirements: Subject to type of loan. The EDA will determine appropriate and applicable business equity requirements on a case by case analysis, utilizing normal lending guidelines. j. Collateral: 1. Liens on real property in project (mortgage deed). 2. Liens on real property in business (mortgage deed). 3. Liens on real property held personally (subject to EDA approval, homestead exempt). 4. Machinery and equipment liens (except equipment exempt from bankruptcy). 5. Personal and/or corporate guarantees (requires unlimited personal guarantees). k. Non -Performance: An approved GMEF loan shall be null and void if funds are not drawn upon or disbursed within 180 days from date of City Council approval. 1. Non -Performance Extension: 1. The 180 -day non-performance date can be extended up to an additional 120 days, upon approval by the EDA. 2. A written request must be received 30 days prior to expiration of the 180 -day non-performance date. in. Out of Pocket Fees: Responsibility of the GMEF applicant. n. EqualOnnortunity: The Greater Monticello Enterprise Fund is operated as an equal opportunity program. All applicants shall have equal access to GMEF funds regardless of race, sex, age, marital status, or other personal characteristics o. Participating Lending Institution(s): 1. Participating lending institution(s) shall be determined by the GMEF applicant. 2. Participating lending institution(s) shall cooperate with the EDA and assist in carrying out the policies of the GMEF as approved by the City Council. 3. Participating lending institution(s) shall analyze the formal application and indicate to the EDA the level at which the lending institution will participate in the finance package. p. Loan Administration: 1. City Staff shall collect applicable GMEF payments. 2. City Staff shall assure City compliance with all applicable terms and conditions of the approved loan. 3. All loan documents shall include the following: a. Definition of loan default, agreements regarding notification of default b. Copy of primary lenders documents C. Provisions allowing the City to inquire on the status of the primary loan 6. LOAN APPLICATION PROCEDURES The EDA desires to make the GMEF loan application process as simple as possible. However, certain procedures must be followed prior to EDA consideration of a loan request. Information regarding the program and procedures for obtaining a loan are as follows: a. Citv Staff. City Staff shall carry out GMEF operating procedures as approved by the EDA and City Council. Staff is responsible for assisting businesses in the loan application process and will work closely with applicants in developing the necessary information. b. Application Process: 1. Applicant shall complete a preliminary loan application. Staff will review application for consistency with the policies set forth in the Greater Monticello Fund Guidelines. 2. If applicant gains initial support from lending institution and if the preliminary loan application is approved, applicant is then asked to complete a formal application. Formal application shall include a business plan which will include its management structure, market analysis, and financial statement. Like documentation necessary for obtaining the bank loan associated with the proposal is acceptable. Attached with each formal application is a written release of information executed by the loan applicant 3. If the preliminary loan application is not approved by staff, the applicant may request that the EDA consider approval of the preliminary application at the next regularly scheduled meeting of the EDA. 4. City staff shall analyze the formal application and financial statements contained therein to determine if the proposed business and finance plan is viable. City staff shall submit a written recommendation to the EDA. A decision regarding the application shall be made by the EDA within 60 days of the submittal of a completed formal application. 5 5. The EDA shall have authority to approve or deny loans; however, within 21 days of EDA action, the City Council may reverse a decision by the EDA, if it is determined by the City Council that such loan was denied/approved in violation of GMEF guidelines. 6. Prior to issuance of an approved loan, the EDA Attorney shall review and/or prepare all contracts, legal documents, and inter -creditor agreements. After such review is complete, the City shall issue said loan. 7. REPORTING City Staff shall submit to the EDA and City Council a semiannual report detailing the balance of the Greater Monticello Enterprise Fund. 8. HISTORY Public Hearing and Adoption the 31St day of August, 1999 Public Hearing and Adoption of Amendments the 8th day of November 2000 Public Hearing and Adoption of Amendments the 24th day of April 2001 Public Hearing and Adoption of Amendments the 13th day of December 2005 Public Hearing and Adoption the 23rd day of March, 2009 Adoption the 22nd day of April, 2013 Co EDA Agenda: 2/8/17 8. Consideration of Modifvinu GMEF Loan Guidelines (JT) A. REFERENCE AND BACKGROUND: Staff is proposing to modify the GMEF Loan Guidelines to better meet prospective borrower's needs. The proposed changes relate to the payment term for equipment loans and the real estate balloon payment timeframe. Comments from businesses and bankers suggest that it is much more helpful to extend the time frame for the balloon payment out to 10 years as opposed to 5 years. The extra time frame is more attractive in that it allows the borrower additional time (60 months) to prepare to make the large payment. The equipment portion of the payment term is likewise adjusted to match the potential timeframe of the real estate payback term. There may be instances where a borrower could gain loan approval for an expansion of facilities along with purchase of production equipment. The slight tweak to the equipment payback timeframe allows for possible consistency in the payment. Al. STAFF IMPACT: There is minimal staff impact in considering modifying the GMEF Loan Guidelines. A2. BUDGET IMPACT: There is a no budgetary impact due to the EDA's consideration of modifying the GMEF Loan Guidelines as proposed. B. ALTERNATIVE ACTIONS: 1. Motion to modify the GMEF Loan Guidelines as presented. 2. Motion to table modification of the GMEF Loan Guidelines for further research. C. STAFF RECOMMENDATION: Staff recommends the EDA modify the GMEF Loan Guidelines as presented. The proposed modification is related to the repayment terms for equipment and real estate. By extending the balloon payment from 5 years to 10 years, it reduces default risk and is more helpful to borrowers by giving them more time to prepare to make the large payment. There is not a requirement to hold a public hearing to modify the GMEF Loan Guidelines, so action could be taken at the regular February meeting if the EDA so desires. D. SUPPORTING DATA: A. GMEF Loan Guidelines proposal (markups language added) City Council Agenda: 02/27/17 2H. Consideration of adopting Resolution 2017-07 to Advance Municipal State Aid funds for the 2016 Street Reconstruction Proiect. Citv Proiect No. 15CO01 and the TH 25/7th Street Proiect, Citv Proiect No. 15CO04 (SB) A. REFERENCE AND BACKGROUND: The City Council passed a resolution on March 28, 2016 to request advancing municipal state aid funding for the construction of the 2016 Street Reconstruction project and the TH 25/7th Street intersection project. The resolution is only good for the year in which the advance is requested and does not carry forward from one year to the next. Since the TH 25/7th Street intersection project was delayed to 2017 and the 2016 Street Reconstruction project has remaining work in 2017, another resolution needs to be passed for 2017. Both of these projects are eligible for State Aid funding, however the eligible amount exceeds the City's current State Aid balance $91,388. Cities are able to advance or "borrow" funds and are allowed to advance up to 5 times their annual construction allotment from the City's state aid account, which totals approximately $400,000 X 5 = $2,000,000. The estimated eligible remaining state aid funding amount for the 2016 Street Reconstruction project is $240,000 and $960,000 for the TH 25/7th Street intersection project, totaling $1,200,000. In addition, approximately $18,000 can be requested for the final funding for the TH 25/CSAH 75 project. Therefore, the estimated State Aid funding request for 2017 is $1,218,000. Taking this amount less the current state aid balance of $91,388.82, leaves the requested advance amount of $1,126,612. Given that the City's approximately annual allocation is $400,000, it will take about 3 years of allotments, until 2020, before the City's balance is positive. Advanced funds are released from State Aid on a first -come -first -serve basis. MnDOT's finance department has indicated that they anticipate there will be funds available to accept the City's advance request, as has been the case in years past. The next step in the process is to approve the advance request resolution before any further State Aid funds exceeding the current balance, can be released. It should be noted that the City can request State Aid funds for the Fallon Avenue overpass project even after construction of the project when the City's fund balance remains positive or the City doesn't exceed the advance amount threshold. Al. Budget Impact: The 2016 Street Reconstruction project and the TH 25/7 1h Street intersection project have been identified as being funded using street reconstruction and improvement bonds, capital improvement funds, utility enterprise funds, advancement of state aid funds and special assessments to benefitting properties. City Council Agenda: 02/27/17 A2. Staff Workload Impact: WSB and the City's finance department will administer the pay request process. ALTERNATIVE ACTIONS: 1. Motion to adopt Resolution 2017-07 to Advance Municipal State Aid funds for the 2016 Street Reconstruction Project, City Project No. 15C001 and the TH 25/7t' Street Project, City Project No. 15C004. 2. Motion to deny adoption of Resolution 2017-07 at this time. B. STAFF RECOMMENDATION: City staff recommends approving Alternative #1 as the advancement of state aid funds has been the recommendation and plan throughout the project process. D. SUPPORTING DATA: • Resolution 2017-07 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION 2017-07 WHEREAS, the Municipality of Monticello is planning to implement Municipal State Aid Street Project(s) in 2017 which will require State Aid funds in excess of those available in its State Aid Construction Account, and WHEREAS, said municipality is prepared to proceed with the construction of said project(s) through the use of an advance from the Municipal State Aid Street Fund to supplement the available funds in their State Aid Construction Account, and WHEREAS, the advance is based on the following determination of estimated expenditures: Account Balance as of date 1/31/16 Less estimated disbursements: Project # 222-010-005, 222-101-008 Project #222-113-002,222-119-001,222-120-001 Project #222-010-003,0222-020-002 Bond Principle (if any) $ Project Finals (overruns -if any) $ Other $ Total Estimated Disbursements Advance Amount (amount in excess of acct balance) $91,388.82 $960,000 $240,000 $18,000 $1,218,000 $ 1,127,000 WHEREAS, repayment of the funds so advanced will be made in accordance with the provisions of Minnesota Statutes 162.14, Subd. 6 and Minnesota Rules, Chapter 8820.1500, Subp. 10b, and WHEREAS, the Municipality acknowledges advance funds are released on a first -come -first -serve basis and this resolution does not guarantee the availability of funds. NOW, THEREFORE, Be It Resolved: That the Commissioner of Transportation be and is hereby requested to approve this advance for financing approved Municipal State Aid Street Project(s) of the Municipality of Monticello in an amount up to $1,479,306. 1 hereby authorize repayments from subsequent accruals to the Municipal State Aid Street Construction Account of said Municipality from future year allocations until fully repaid. I HEREBY CERTIFY that the above is a true and correct copy of a resolution presented to and adopted by the Municipality of Monticello, County of Wright, State of Minnesota, at a duly authorized Municipal Council Meeting held in the Municipality of Monticello, Minnesota on the 27th day of February, 2017, as disclosed by the records of said Municipality on file and of record in the office. Municipality of Monticello Municipal Clerk Planning Commission Agenda — 02/27/2017 2I. Consideration approving a request for amendment to Conditional Use Permit for Development and Final Stage Planned Unit Development for multi -tenant specialty dental facilitv in a B-4 (Regional Business) District. Applicant: bdh + young (NAC) Property: Legal: Lot 2, Block 1, Prairie Ponds PID: 155-157-001020 Planning Case Number: 2017-006 A. REFERENCE & BACKGROUND Request(s): Planned Unit Development Approval for construction of a medical office building on an existing parcel within the Prairie Ponds PUD. Deadline for Decision: March 27th, 2017 (60 days from complete application) Land Use Designation: Places to Work Zoning Designation: B-4, Regional Business The purpose of the B-4, Regional Business District is to provide for the establishment of commercial and service activities which draw from and serve customers from the entire community or region. Overlays/Environmental NA Regulations Applicable: Current Site Use: Vacant Surrounding Land Uses: North: Stormwater Pond East: Highway 25, Commercial South: Commercial West: Vacant (Commercial Zoning) Project Description: The applicants propose to construct a medical office building (proposed as a dental clinic) on an existing parcel of 1.67 acres. The building is shown at 11,800 square feet, single story, at the east end of a parking lot of 49 spaces with access to the Deegan Court cul-de- sac. The building design includes a canopy that partially extends over a drop-off driveway at the main entrance. Planning Commission Agenda — 02/27/2017 ANALYSIS Ordinance Requirements: Within the B-4 District, Clinics and Medical Services are Permitted Uses, with no additional referenced conditions. As such, only the general provisions of the ordinance apply to the proposal. The PUD adds no additional requirements, as it was applied primarily to accommodate a plat with a variety of frontage and lot configurations. The B-4 District requires no setbacks, with the note that parking lot setbacks must be at least 6 feet from property lines, and generally not located within drainage and utility easements. Parking. The building is proposed at 11,800 square feet in area. The zoning ordinance requires one space per 250 square feet, for a total requirement of 47 spaces. The applicants site plan shows 49 spaces, as well as a row of 19 future (proof of parking) spaces along the north property boundary. As designed for current construction, the parking lot will not raise issues for headlight glare to the north, and no residential areas abut the property, although long views to residential areas are open across the stormwater pond. The inclusion of the future parking on the current plans should negate the need for future separate PUD amendment review of the parking lot expansion, although engineering/stormwater review would be required in any case. Landscaping. The applicant has provided landscaping plans that show landscaping areas in the parking lot islands, flanking the entrance driveway, and surrounding the building. The code requires landscaping quantities based on lot size and building perimeter. For this site, the total requirement is 2 evergreen trees and 16.7 caliper inches of deciduous trees, with 88 shrubs. The applicant's plans meet this requirement, with 17.5 caliper inches of deciduous trees (5 overstory trees and 5 ornamental trees). Planning staff would note that if the parking area is added to the north, it may be prudent to require a buffer for headlight glare along the boundary. Due to the slope of the property, planting shrubs in this location now may mitigate need for fencing or other screening in the future. Lighting. A photometric plan has been submitted with the proposal. The purpose of photometric review is to ensure that light glare does not impact neighboring residential property or public rights of way. The proposed plan shows compliance with the City's requirements in this regard. Staff would note that the plans identify site lighting as a "25 foot pole on a 3 foot base". The requirements of the zoning Planning Commission Agenda — 02/27/2017 ordinance are a maximum height of 25 feet. The applicant should verify that the plan notes are consistent with this standard. Signage. The plan includes signage information on the building architectural plans. A monument sign is proposed to be located near the entrance drive to the site, with a sign cabinet area of just over 12 square feet. The sign is set on a concrete and brick base, with a total height of 4 feet, 10 inches. This is well within the allowances for such signs, which could accommodate freestanding sign height of 22 feet, and 100 square of area in most cases. In addition to the monument sign, the plans show building and tenant wall signage on the front wall (west facing the parking lot) and rear wall (east facing Highway 25). The plans do not detail the size of the wall signage. Scaling from the plans, planning staff estimates a total sign area of approximately 140 square feet between the six sign panels (three on each of the two wall facings). The zoning ordinance provides an allowance for such signage of up to 15% of the area of the walls facing each public street (up to 2 streets). In this case, the building fagade area is more than 2,000 square feet along the Highway 25 exposure. This wall alone accommodates more than 300 square feet of wall sign area. As such, the plan is well within the limits of the ordinance. Building Design. The applicants propose a building of one story, with an average height of approximately 16 feet, and a varying parapet wall height that extends up to 22 feet at its highest. The building materials include concrete masonry block along the base wainscot, with the primary building exterior of EFIS (Exterior Finish Insulating System) — a stucco -like commercial building material. The building also uses metal accents, and glass. All materials are consistent with the City's zoning requirements. Access and Circulation. The building gains its vehicular access from Deegan Court. Staff has discussed pedestrian access through or around the site, but because future pedestrian access to the north is uncertain at this time, due to grading and other factors, no pedestrian facilities are recommended by staff with this project. Utilities, Grading and Drainage. The City Engineer is reviewing the project for these aspects, and has included a separate report which is incorporated here by reference. Trash Handling. The trash handling enclosure is located in the northwest corner of the site, with access from the parking lot. The site is consistent with code requirements, and the facility itself is identified as "heavy duty concrete", although 3 Planning Commission Agenda — 02/27/2017 detail is necessary to confirm the materials. Staff would recommend that the materials are consistent with those used in the principal building. Planning Commission Recommendation The Planning Commission reviewed the proposed Development and Final Stage PUD item and held a public hearing on the Development Stage PUD on February 7th, 2017. The Planning Commission unanimously recommended approval of the amendment to CUP for PUD with one addition to the conditions of approval. The Commission requested that the applicant supplement their landscaping plan with two additional overstory tree plantings on the Highway 25 frontage. The applicant agreed with this condition. B. ALTERNATIVE ACTIONS Decision 1: Motion to approve of the amendment to PUD for Monticello Specialty Clinic, Prairie Ponds, including amendment to Development Contract. 1. Motion to approve the amendment to Conditional Use Permit for Prairie Ponds PUD, including amendment to development agreement for Prairie Ponds, contingent on compliance with the findings in Resolution #PC -2017- 003 and those conditions specified in Exhibit Z. 2. Motion to deny the amendment to Conditional Use Permit for Prairie Ponds PUD, including amendment to development agreement for Prairie Ponds, 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. C. STAFF RECOMMENDATION Staff recommends approval of the PUD, with the comments noted in Exhibit Z. The facility is consistent with the requirements of the zoning ordinance, and is an otherwise permitted use in the district. D. SUPPORTING DATA A. Resolution # PC -2017-003 B. Aerial Image, Subject Site C. Project Narrative D. Plan Set, including: a. Title Sheet b. Survey L! Planning Commission Agenda — 02/27/2017 c. Site Plan d. Grading Plan e. SWPPP f. Utility Plan g. Site Details h. Lighting Plan i. Landscape Plan j. Preliminary Floor Plan k. Preliminary Elevations 1. Revised Elevations E. City Engineer's Letter, dated February 1St, 2017 F. Draft Amendment to Development Agreement, Prairie Ponds Z. Conditions of Approval EXHIBIT Z Monticello Specialty Clinic PUD Amendment Deegan Court Lot 2, Block 1, Prairie Ponds 1. Verification of sign areas as consistent with the zoning ordinance. 2. Revise lighting plan to demonstrate compliance with light pole height requirements. 3. Provide shrub plantings along the north boundary to screen future parking expansion. 4. Verify trash enclosure materials will match building materials, consistent with code requirements. 5. Revise landscaping plan to include two additional overstory trees along the TH 25 frontage. 6. Compliance with the terms and conditions of the City Engineer's report, dated February 1St, 2017. 7. The applicant enter into a development agreement or proceedings for the amendment to PUD for Prairie Ponds. 8. Comments of other City Staff. 5 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2017-003 Motion By: Seconded By: RECOMENDING APPROVAL OF A DEVELOPMENT AND FINAL STAGE PLANNED UNIT DEVELOPMENT FOR CONSTRUCTION OF A SPECIALTY CLINIC AT LOT 2, BLOCK 1, PRAIRIE PONDS ADDITION WHEREAS, the applicant has submitted an application for approval of a Development/Final Stage PUD to construct a specialty clinic building on an existing platted parcel; and WHEREAS, the property in question is guided for institutional uses under the "Places to Shop" category in the Monticello Comprehensive Plan; and WHEREAS, the property in question is zoned B-4, Regional Business, in which such clinics are permitted uses; and WHEREAS, the property is subject to a Conditional Use Permit PUD, Planned Unit Development imposed at the time of the initial platting of the parcel; and WHEREAS, the proposed development is consistent with the requirements of the applicable zoning regulations; and WHEREAS, the proposed project will meet the goals and policies of the Monticello Comprehensive Plan; and WHEREAS, the Planning Commission held a public hearing on February 7th, 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 Planning Commission of the City of Monticello hereby makes the following Findings of Fact in relation to the recommendation of approval: 1. The proposed project complies with the intent of the use of Planned Unit Development, and the original approvals granted to the subject PUD, in order to further the objectives for the area within the City Comprehensive Plan. 2. With conditions, Development and Final Stage PUD plans meet all applicable requirements of the City's Zoning Ordinance. 3. The addition of clinic buildings and uses in the subject area is consistent with the City's development objectives. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the Rezoning and Development Stage PUD, subject to the conditions listed in Exhibit Z as follows: 1. Verification of sign areas as consistent with the zoning ordinance. 2. Revise lighting plan to demonstrate compliance with light pole height requirements. 3. Provide shrub plantings along the north boundary to screen future parking expansion. 4. Verify trash enclosure materials will match building materials, consistent with code requirements. 5. Revise landscaping plan to include two additional overstory trees along the TH 25 frontage. 6. Compliance with the terms and conditions of the City Engineer's report, dated February 1st, 2017. 7. The applicant enter into a development agreement or proceedings for the amendment to PUD for Prairie Ponds. 8. Comments of other City Staff. ADOPTED this 7th day of February, 2017, by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION 51 ATTEST: Brad Fyle, Chair Angela Schumann, Community Development Director bdh + young -Request for Amendment to Conditional Use Permit Lot 2, Block 1, Prairie Ponds I PID #155157001020 Created by: City of Monticello 1551x25000080 "' 1 555001 421 04 155151 OQ004 4z - 20"f, .. * r � 1555U0,1142300 - 155500142308 � a �' 1555DD1423Q3 155151000010 15523000001D Tw { . Ilk N. DEEGAN HAYWARD-CT'S 15511 1 5162001010 1 551 93001 02D 1 51 1 10 551601026 51.5DD01010 155227000010 15516 0003D _ [v y 1 551 92001 0 Q' ,., .��l; •`~��'1• IN .o 385 ft e s r ^r + interiors I architecture Monticello Specialty Clinic Building Project Narrative: 7001 France Avenue South p 952.893.9020 Suite 200 f 952.893.9299 Edina, Minnesota 55435 The proposed Monticello Specialty Clinic Building is a multi -tenant 11,800 square foot single story steel framed facility located on a 1.67 acre site in the Prairie Ponds development. The site design includes 49 parking spaces with an additional 19 proof of parking spaces available for future expansion. The stormwater design includes a perforated storm vault system located below the parking lot to accommodate the required stormwater infiltration rates. The building design is a single story building with a flat roof and varying parapet heights. The building materials consist of brick, EIFS, CMU, anodized aluminum framed windows, and composite metal canopy and accent cornice elements. The mix of materials are used around the entire structure to create interest and rhythms along all four building fagades. The roof line has varied heights with the introduction of metal cornice elements. The canopy provides covered drop off and pick up for patients and family members as well as metro mobility type vehicles. Landscaping is designed to complement the building architecture. The roof top mechanical unit will be fully screened with a corrugated metal enclosure of color to match the building materials. The trash enclosure located on the NW corner of the site will be constructed of materials matching the building construction. The building is designed as a multi -tenant specialty dental facility with primary business hours of 7:00 AM — 6:00 PM Monday through Friday with some weekend hours possible. The building is scheduled to begin construction in the spring of 2017 with completion by late summer of 2017. www.bdhyoung.com ''"! . -, . �4 + r SIL � •fix; , - •-ten s 1-4 ONIICLLL MONTICELLO PRELIMINARY SHEET INDEX PRELIMINARY PP02 PRELIMINARY FLOOR PLAN PP03 PRELIMINARY ELEVATIONS CONTACT LIST BUILDING OWNER DAVIS SERVICES REAL ESTATE GROUP 222 SOUTH 9TH STREET SUITE 3255 MINNEAPOLIS, MN 55402 MARK DAVIS ARCHITECT BDH+YOUNG SPACE DESIGN 7001 FRANCE AVENUE SOUTH SUITE 200 EDINA, MN 55435 PATRICK J. GIORDANA, AIA CIVIL ENGINEER LOUCKS 7200 HEMLOCK LANE, SUITE 300 MAPLE GROVE, MN 55369 PJ DISCH P.E. LANDSCAPE ARCHITECT BRODSHO CONSULTING 698 NORTHBRIDGE COURT EAGAN, MN 55123 DEBRA BRODSHO EMAIL: MDAVIS@DAVISREALESTATEMN.COM PHONE: 612.341.3242 EMAIL: PGIORDANA@BDHYOUNG.COM PHONE: 952-345-8306 EMAIL: PDISCH@LOUCKSINC.COM PHONE: 763.424.5505 EMAIL: DBRODSHO@AOL.COM PHONE: 651.688.8023 I I interiors architecture 7001 France Avenue South, Suite 200, Edina, Minnesota 55L135 952-893-9020 fax 952-893-9299 1AAA Al k.4 k%in nn rf rnm Proiect Information MONTICELLO SPECIALTY CLINIC MONTICELLO X,XXX SF Sheet Title TITLE SHEET Sheet Information Tob Code A-DAVISMONT Drawn By KMF Reviewed By DH Date T0.0 XX/XX/XXXX 0 BDH & YOUNG SPACE Q� ZUjUj w �a-� J Sheet Number SheetName a m U- TITLE 0.0 - GENERAL �T0.0 TITLE SHEET CIVIL jC1-1 EXISTING CONDITIONS C2-1 SITE PLAN �C3-1 GRADING PLAN �C3-2 SWPPP �C3-3 SWPPP NOTES C4-1 SITE UTILITY PLAN C8-1 SITE DETAILS _ ISL -1 SITE LIGHTING PLAN LANDSCAPE 0.0 - GENERAL 11-1-1 LANDSCAPE PLAN PRELIMINARY PP02 PRELIMINARY FLOOR PLAN PP03 PRELIMINARY ELEVATIONS CONTACT LIST BUILDING OWNER DAVIS SERVICES REAL ESTATE GROUP 222 SOUTH 9TH STREET SUITE 3255 MINNEAPOLIS, MN 55402 MARK DAVIS ARCHITECT BDH+YOUNG SPACE DESIGN 7001 FRANCE AVENUE SOUTH SUITE 200 EDINA, MN 55435 PATRICK J. GIORDANA, AIA CIVIL ENGINEER LOUCKS 7200 HEMLOCK LANE, SUITE 300 MAPLE GROVE, MN 55369 PJ DISCH P.E. LANDSCAPE ARCHITECT BRODSHO CONSULTING 698 NORTHBRIDGE COURT EAGAN, MN 55123 DEBRA BRODSHO EMAIL: MDAVIS@DAVISREALESTATEMN.COM PHONE: 612.341.3242 EMAIL: PGIORDANA@BDHYOUNG.COM PHONE: 952-345-8306 EMAIL: PDISCH@LOUCKSINC.COM PHONE: 763.424.5505 EMAIL: DBRODSHO@AOL.COM PHONE: 651.688.8023 I I interiors architecture 7001 France Avenue South, Suite 200, Edina, Minnesota 55L135 952-893-9020 fax 952-893-9299 1AAA Al k.4 k%in nn rf rnm Proiect Information MONTICELLO SPECIALTY CLINIC MONTICELLO X,XXX SF Sheet Title TITLE SHEET Sheet Information Tob Code A-DAVISMONT Drawn By KMF Reviewed By DH Date T0.0 XX/XX/XXXX 0 BDH & YOUNG SPACE / / A / r , / A -/- -/- r - r // 'oo / V / L_ / 1 / / L— L/ '/ZZ cam z�_ zz °y \ , OJ/ x a1" -955—,\ \ \ \ \ \ \ \ \ \ \ +�` \ \ \\ \ / x 4n° gn\� gnti / k5a oy/ x x o� e / 91" x a1 ` \ x x a \ x a1 \ \ \ `°�\ a1 ° \ FND IP #22703 ' �) 61 0.4*/- N OF �c \ 1\ \ STMii \ \ N89°i9�5'l0"W,53 \ �4� x� \ \, x�\\°\ \ x9�� g ��0 / %96 I o o PROP. COR. / RIM=955.84 —— 1 \ ` \ 1 \ \ \r ' �• x x T °S \ 05 NV=947.15-S — — — — — \ \ \ \ _ \ / I$0 0000000.� INV=933.85-N — — — — — — — — — — — — — — — — — — — \ — — �— — — — \ \ \ \ 9�6 _�� l 1D6.D8 _ — 95 6 x 16 \ \ x a 5 4116 \ x 41\0 p� x 411 / / a 66 \ Droinoge &Utility Esm't l / l a \ _ x x a ti \ \ \ x \ \ ¢� \ a�a _ \_\ � p /CB R M=957.56 x x / Per PRAIRIE PONDS (TYP) /� \ \ \ \ \ \ \ \ \ \ \ \ \ \ p01, o'>x a1 / xg5 �' 956 \ \ \ i 5 os 'ss/ / \ / o o F l � M1 ° gg n x \ \ 9568 \ x 9559 \ \ �3 \ \ 4106 / / / - \\ F o0 o�A �J ` 11 / l / = I x 41'l a x \ \ x \ `4110 \ J\ x 41\� - — x 410% / / w x 91'11 I x \ \ \ \ x a1 \ \ —' / / \ x g1�' / \ / / \ / ■ 4166 x 91� / \ \ \ \ \ \ \ \ � � / \\ /� x ' \\9s LOUCKS PLANNING _ CIVIL ENGINEERING 6 =L OI C K \ \�� a 5� 1 ' i LAND SURVEYING \ \ sem\ \ x- — xg5 x411 / \ \' /Sol LANDSCAPE ARCHITECTURE ala! ao x41$0 x919 x91$1 ala \ 1�� \ \ \ \ x ENVIRONMENTAL 1 X0!) / x41$p I x //x< \\ x �� x0 \\ 9169 \\-------- x4''$ \ 7200 Hemlock Lane, Suite 300 x91 / I i \\x / Maple Grove, MN 55369 x416 x4166 \ — — — x9560 / �� ' Q� \ \\ / www.loucks nc co®m __x- — — / / \ / 95a9 I x9141 x414 x919 g14p 1gs \ \ /' / DOv a6 0� x I x x 4 s a5v 72, 666'/- Sq.Ft. / / 1 x g1 N I \ x 1.67 Acres \ / / x g1 6 — — \ x410. I \ xa5 x416 g1 / :7� x419 x ^7 O' c 0 r " // h I 191 L o t 2 x 41� �r� 0 41 m �,,"/ / x4199 � —�Q°\ x9196 xg \ � / / p _ �' � � 14$ I x ��60--�— \ x9169 \��\ xg1i—�� / I / o o / x 0ti 910. � 41911 x 9191 I / ��°\ \ \ x a1 ' \ 1$ \ / / / x x g1b. It /14/ /v I l jo \ / x I ` x 9144 \ x \ 1a0 / / x P R AI I R I E \ --- x919;' $$\ Q�[ \ / I 6° � x g1 \ \ x 419 s x g1a n O O°� I / 460 \ I 460 \ x a x a'\ / Q I _ / \ / 46 x x I x 6°�P W / x91 X xa xge \ �6a / / I v x ��/!l777VVVTTT I \ 914 O xIL 960V / x x4146 \ \ x410'1 0 x P O N D S 9149 \ x � � x 099 �' � �/� 419 0A I �TnGge / / x 914 k x g1a / /� Per I PRAIRIE PONDS (T)p) x x x E1 l x a6 46 g6o ge°9 g6 x �e, I I 5a ~/ x x 6°1 \ x 0 6 I x x g1ax ala I I APPROX LOC ELE I / . I -/2—� _ ��` ELE PER COM ELE x GS a59.b 95gM I \ x / sv�---ELT---- ----�4 J 1 / ELE xELE CADD • • I / 06 g6c, 6 CADD files prepared by the Consultant for this project are g6 x 60. O I II - � x 4 0 9 x x _ 7M� 10 E /59.30 g1a instruments of the Consultant professional services for use solely /-FND IP #7439 x titi with respect to this project. These CADD files shall not be used \x / AT PROP. COR. \ FIND IP . COR. � g1a / P P 1 _ // AT PROP. COR. — / / on other projects, for additions to this project, or for completion r / 6°bx 0\ ' of this project by others without written approval by the 6°� 959, i 96. / a .� x46 Consultant. With the Consultant's approval, others may be x a E x N �� g6°' g6° permitted to obtain copies of the CADD drawing files for g6°� GAS PIPELINE T T �S TEL SAN SERV. / / x x gy0� information and reference only. All intentional or unintentional x MARKER SIGN —x v ` 59� NV.=950.84 0 / x revisions, additions, or deletions to these CADD files shall be \, 71ft x �' \ (PER MAPPING x a6 /:L made at the full risk of that party making such revisions, additions -1 S \ Xx 46 C 0 x 960 / or deletions and that party shall hold harmless and indemnify the I \ 0 STMH po L-76.88 4- Gq$ \ 96 / / F- tt4 �O x 46p.5 / Consultant from any & all responsibilities, claims, and liabilities. RIM=958.83 � TF9AA � / t �6 6°9 INV=951.61-5 w G y6 0 o� x • � � x a / INV=951.52-N 8 �� 59 5\ x 4605 1g n0 NS RIM -958.54 \ � qn, � / rn V 4 / 12/21/16 CITY SUBMITTAL x a6vINV=952.10/ 1a 6+Nos / 9606 / g0°' x FIND IP 600 S9 9 O ,L 96)! 6 D 6 '� #12282 x a �6) x x g x 4 / f opo 460 / x x 46\ k STMH `� x RIM -961.19 �0 �G 096 = ` �G C `L 61 INV=957.05 I oG / 914 I 12"RCP » J1 y\ m 414 (�--- » » » » i »STMH >> ,960 RIM=959.77 5Deegan Court INM952.61-N,S / x 1 o ° \ (Originally Platted As Wolters Circle)�j.� G �; _ '„ '„ `^, x < < o u g6° oa 5� A a6 <"��I. 1 0 I < � < < S H < q0 _ I (Publicly Traveled) 4, \ w NIV=948 32 I I I I BITUMINOUS ROADWAY f / SMH I I I I I RIM=959.80 a AS ASH BA BASSWOOD LO LOCUST MA MAPLE OA OAK PI PINE PO POPLAR SP SPRUCE TR TREE (GEN) TC TOP OF CURB TW TOP OF WALL THSD ELEV ® THRESHOLD CONIFEROUS TREE DECIDUOUS TREE - 0 20 40 1 hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that ALL_I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. %7=m -N- PJ Disch - PE SCALE IN FEET License No. 49933 Date X WARNING: CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. Loucks Project No. SURVEY LEGEND Project Lead PJD ® CATCH BASIN -- STORM SEWER (O STORM MANHOLE C4-1 SANITARY SEWER O SANITARY MANHOLE I WATERMAIN ® SANITARY CLEAN-OUT s SANITARY SEWER SERVICE HYDRANT W WATER SERVICE DQ GATE VALVE y SCULVERT LIGHT POLE - — - S- — - SLOPE EASEMENT t- GUY WIRE cN UNDERGROUND CABLE TV SIGN ELE UNDERGROUND ELECTRIC x972.5 SPOT ELEVATION FD UNDERGROUND FIBER OPTIC WA A/C UNIT—GAS— UNDERGROUND GAS WE ELECTRIC TRANSFORMER TEL UNDERGROUND TELEPHONE © GAS METER —X X— CHAIN LINK FENCE © GAS VALVE —° °— WOOD FENCE OT TELEPHONE MANHOLE RETAINING WALL WH HAND HOLE CONCRETE CURB 0.- FLAG POLE CONCRETE o GUARDPOST $72 CONTOUR POST INDICATOR VALVE 13 NO. PARKING STALLS 0 20 40 1 hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that ALL_I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. %7=m -N- PJ Disch - PE SCALE IN FEET License No. 49933 Date X WARNING: CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. Loucks Project No. 16528A Project Lead PJD Drawn By SRT Checked By PJD Review Date X C1-1 EXISTING CONDITIONS C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-3 SWPPP NOTES C4-1 SITE UTILITY PLAN C8-1 SITE DETAILS POP PROOF OF PARKING: 19 STALLS 6 1 — r--i------T---�—I------f---r--T--F---I---I-- r-- I I I I I I I I I I I I I I I I I I I I I I � D,foinoge &� Utility ETm , t / Pdr PRAIRIE! PONDS (Typ) -y 6 _ HEAVY DUTY CONCRETE TRASH ENCLOSURE (SEE DETAIL) Deegan Court (Originally Platted As Wolters Circle) EXISTING CIVIL LEGEND PROPOSED SANITARY MANHOLE • OSTORM MANHOLE O ® CATCH BASIN 00 CULVERT HYDRANT GATEVALVE N 04V POST INDICATOR VALVE OPIV 0 LIGHT POLE 0 POWER POLE v SIGN R BENCHMARK SOIL BORINGS_ ® WATER MANHOLE M TELEPHONE MANHOLE ® UTILITY MANHOLE V ELECTRIC MANHOLE —W_ WATER SERVICE —S- SANITARY SERVICE p HANDICAP PARKING DIRECTION OF FLOW — rM SPOT ELEVATION i-924— CONTOURS > SANITARY SEWER » STORM SEWER — WATERMAIN I FMIFORCEMAIN DT- DRAINTILE b. DT— SILT FENCE CURB & GUTTER _ = RETAINING WALL TREELINE r' ' ' ' ' ' ... EASEMENT LINE — — — — — SETBACK LINE — — — — —X— FENCE LINE —X A TEL UNDERGROUND TELE AS UNDERGROUND GAS OH OVERHEAD UTILITY FO— UNDERGROUND FIBER OPTIC SLE— UNDERGROUND ELECTRIC STV UNDERGROUND CABLE TV PROPERTY LINE CONIFEROUS TREE DECIDUOUS TREE PARKING COUNTS Q (Publicly Traveled) 6' I 0 1 1L/ IV 1 L k_l 11 LJ 1 1. (SEE DETAIL) SITE DATA CURRENT ZONING: B-4 PARKING SETBACK: 6 FT. BUILDING SETBACK: 0 FT. PROPERTY AREA: 1.668 AC EXISTING IMPERVIOUS AREA: 0.000 AC. (0.00%) PROPOSED IMPERVIOUS AREA: 1.042 AC (62.5%) SITE NOTES 1. ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S) AND STATE/LOCAL JURISDICTION REQUIREMENTS. 2. ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA STANDARDS AND LOCAL/STATE REQUIREMENTS. 3. ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 4. ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE NOTED. 5. TYPICAL FULL SIZED PARKING STALL IS 9' X20' WITH A 24' WIDE TWO WAY DRIVE UNLESS OTHERWISE NOTED. 6. ALL CURB RADII SHALL BE 3.0' UNLESS OTHERWISE NOTED. 7. SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING. OFF-STREET PARKING CALCULATIONS CITY REQUIREMENT: 4 STALLS PER 1,000 sf TOTAL PARKING REQUIRED = 11,800/1,000 X 4 = 47 STALLS PROPOSED SURFACE PARKING PROVIDED = 49 STALLS PROPOSED SURFACE PROOF OF PARKING PROVIDED = 19 STALLS PROPOSED TOTAL PARKING PROVIDED = 68 STALLS ACCESSIBLE PARKING PROPOSED ACCESSIBLE PARKING: 4 STALLS REQUIRED ACCESSIBLE PARKING: 3 STALLS" "REQUIRED MINIMUM NUMBER OF ACCESSIBLE SPACES FOR 51 TO 75STALLS o� %�v�00 �b 9 / \\ 16,18 rn GA / Ooc �S�sso 96� / RETAINING WALL—\\/ (SEE GRADING PLAN) / ---r---I---------------------- \- ------------------ I — — — 7 35' Q o4' 44 a � r °X191& i 10' CURB TAPER \ / —3' CURB TAPER II / / / / MONUMENT SIGN \ \ SEE ARCHITECTUR, I / CO 0� \ h Q� � n Checked By PJD Review Date / / V� O q� o' Q O / 1 1L/ IV 1 L k_l 11 LJ 1 1. (SEE DETAIL) SITE DATA CURRENT ZONING: B-4 PARKING SETBACK: 6 FT. BUILDING SETBACK: 0 FT. PROPERTY AREA: 1.668 AC EXISTING IMPERVIOUS AREA: 0.000 AC. (0.00%) PROPOSED IMPERVIOUS AREA: 1.042 AC (62.5%) SITE NOTES 1. ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S) AND STATE/LOCAL JURISDICTION REQUIREMENTS. 2. ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA STANDARDS AND LOCAL/STATE REQUIREMENTS. 3. ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 4. ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE NOTED. 5. TYPICAL FULL SIZED PARKING STALL IS 9' X20' WITH A 24' WIDE TWO WAY DRIVE UNLESS OTHERWISE NOTED. 6. ALL CURB RADII SHALL BE 3.0' UNLESS OTHERWISE NOTED. 7. SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING. OFF-STREET PARKING CALCULATIONS CITY REQUIREMENT: 4 STALLS PER 1,000 sf TOTAL PARKING REQUIRED = 11,800/1,000 X 4 = 47 STALLS PROPOSED SURFACE PARKING PROVIDED = 49 STALLS PROPOSED SURFACE PROOF OF PARKING PROVIDED = 19 STALLS PROPOSED TOTAL PARKING PROVIDED = 68 STALLS ACCESSIBLE PARKING PROPOSED ACCESSIBLE PARKING: 4 STALLS REQUIRED ACCESSIBLE PARKING: 3 STALLS" "REQUIRED MINIMUM NUMBER OF ACCESSIBLE SPACES FOR 51 TO 75STALLS o� %�v�00 �b 9 / \\ 16,18 rn GA / Ooc �S�sso 96� / RETAINING WALL—\\/ (SEE GRADING PLAN) / ---r---I---------------------- \- ------------------ I — — — 7 35' Q o4' 44 a � r °X191& i 10' CURB TAPER \ / —3' CURB TAPER II / / / / MONUMENT SIGN \ \ SEE ARCHITECTUR, I SITE PLAN LEGEND CONCRETE SIDEWALK BITUMINOUS PAVEMENT HEAVY DUTY BITUMINOUS PAVEMENT V� CONCRETE PAVEMENT I / CO 0� \ h Q� � n Checked By PJD Review Date / / V� O q� o' Q O / SITE PLAN LEGEND CONCRETE SIDEWALK BITUMINOUS PAVEMENT HEAVY DUTY BITUMINOUS PAVEMENT V� CONCRETE PAVEMENT I / o PJD Drawn By SRT Checked By PJD Review Date / / V� C8-1 SITE DETAILS Q O / / / oinoge & Utility E 't PRAIRIE PONDS T)P)1� / / �4/ / +I 12' / / / / / / / / / / / / / f' SITE PLAN LEGEND CONCRETE SIDEWALK BITUMINOUS PAVEMENT HEAVY DUTY BITUMINOUS PAVEMENT V� CONCRETE PAVEMENT I o zo 40 06 SCALE IN FEET WARNING: CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. u LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 12/21/16 CITY SUBMITTAL I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. PJ Disch - PE License No. 49933 Date X Loucks Project No. 16528A Project Lead PJD Drawn By SRT Checked By PJD Review Date / C4-1 SITE UTILITY PLAN C8-1 SITE DETAILS / / / / / / / / / / / / / / / / / / / / / / / / / o zo 40 06 SCALE IN FEET WARNING: CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. u LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 12/21/16 CITY SUBMITTAL I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. PJ Disch - PE License No. 49933 Date X Loucks Project No. 16528A Project Lead PJD Drawn By SRT Checked By PJD Review Date X C1-1 EXISTING CONDITIONS C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-3 SWPPP NOTES C4-1 SITE UTILITY PLAN C8-1 SITE DETAILS IVA / / / s - / �/ �zz / i/ ��` \\ GW=300 \ G� 49.66 \\ � \ \ GW --!145.00 3� J PROOF OF PAWING: 19 STALLS \ \ \ TW=950 \ \ TW=9-5.3` \ \ \ \ \ \ -T�/\91 �Q o / ` °� I I I I I I I I I I I I I I •� i 9539 - \�---�\ -/- -G1`"V-i��-995 45-9..55-0955- D,jin\ /I 957 rr PKH958-9591 �u g �\-9�7a5 . 0 �•s/� / / f -�-/ - //-/ / c� / Ln / / a O 959.87 � GW=, 957.�9/5 88° 0, <s. , -TW=958. X l l \ 9 / Cc Ln�i � i \ 9 i �.: GW=959.50 961.00-/Q60 6 / TW=959.50 1 0 1 a< 55 'e1 .00� / looll 960.50 960.7 96 .�O- s 961.00 aA III / o / I I 960zi Cy 959.30 a ° i / ° PROPOSED o o o� / I BUILDING / I I FIFE- 961.00 CD 960 959.93 / 960.10 959.35 I / / / ~� \� - O 960. 0 a / / o � / 959.20 I-' / / I ° Zr / 1 I 959.61 - � 0 t0 / 959.80 /-961.00 r^ FM - C959.60 I �.� Fc- >> >> Quo+L � Deegan Court (Originally Platted As Wolters Circle) r / 5 (y Traveled) (Publicly < / - < <1 � / o_ N :2 0 N N N N Q 58.80 / / 0 / -r Drainage & Utility E 't / Per PRAIRIE PONDS Typ) 1 961.00 1 X 959.90-// / / / / / / I 1 / / / / 0 20 40 -N- SCALE IN FEET EXISTING CIVIL LEGEND PROPOSED SANITARY MANHOLE • OSTORM MANHOLE O ® CATCH BASIN 00 CULVERT HYDRANT { GATEVALVE H OPIV POST INDICATOR VALVE OOPIV 0 LIGHT POLE 0 POWER POLE -17- SIGN v 01 BENCHMARK _ SOIL BORINGS- ® WATER MANHOLE ® TELEPHONE MANHOLE ® UTILITY MANHOLE ® ELECTRIC MANHOLE -WWATER SERVICE -S SANITARY SERVICE q HANDICAP PARKING DIRECTION OF FLOW -ins Oki', SPOT ELEVATION 9W CONTOURS > SANITARY SEWER I >> STORM SEWER WATERMAIN I FM FORCEMAIN -FY Dl DRAINTILE » DT - SILT FENCE CURB & GUTTER _ _ = RETAINING WALL TREELINE ' ' ' ' ' ' ' ' ' - - - EASEMENT LINE - - - - - SETBACK LINE -X-X- FENCE LINE - TEL- UNDERGROUND TELE AS UNDERGROUND GAS OF OVERHEAD UTILITY FO- UNDERGROUND FIBER OPTIC SLE- UNDERGROUND ELECTRIC �TV UNDERGROUND CABLE TV PROPERTY LINE CONIFEROUS TREE DECIDUOUS TREE PARKING COUNTS Q / / / / / / / / / / / / / / / / GRADING, DRAINAGE & EROSION CONTROL NOTES 1. SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 2. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.16 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS. 3. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF TOP SOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. 4. FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF WALL), "GW" EQUALS SURFACE GRADE AT WALL GRADE TRANSITION, AND "BW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES). 5. STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED. 6. DUST MUST BE ADEQUATELY CONTROLLED. 7. SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS. 8. SEE UTILITY PLANS FOR WATER, STORM AND SANITARY SEWER INFORMATION. 9. SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS. 10. SEE LANDSCAPE PLAN FOR FINAL SITE STABILIZATION. WARNING: CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/ OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. :. LnuCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 12/21/16 CITY SUBMITTAL I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. PJ Disch - PE License No. 49933 Date X Loucks Project No. 16528A Project Lead PJD Drawn By SRT Checked By PJD Review Date X C4-1 SITE UTILITY PLAN C8-1 SITE DETAILS i i / / 0 / -r Drainage & Utility E 't / Per PRAIRIE PONDS Typ) 1 961.00 1 X 959.90-// / / / / / / I 1 / / / / 0 20 40 -N- SCALE IN FEET EXISTING CIVIL LEGEND PROPOSED SANITARY MANHOLE • OSTORM MANHOLE O ® CATCH BASIN 00 CULVERT HYDRANT { GATEVALVE H OPIV POST INDICATOR VALVE OOPIV 0 LIGHT POLE 0 POWER POLE -17- SIGN v 01 BENCHMARK _ SOIL BORINGS- ® WATER MANHOLE ® TELEPHONE MANHOLE ® UTILITY MANHOLE ® ELECTRIC MANHOLE -WWATER SERVICE -S SANITARY SERVICE q HANDICAP PARKING DIRECTION OF FLOW -ins Oki', SPOT ELEVATION 9W CONTOURS > SANITARY SEWER I >> STORM SEWER WATERMAIN I FM FORCEMAIN -FY Dl DRAINTILE » DT - SILT FENCE CURB & GUTTER _ _ = RETAINING WALL TREELINE ' ' ' ' ' ' ' ' ' - - - EASEMENT LINE - - - - - SETBACK LINE -X-X- FENCE LINE - TEL- UNDERGROUND TELE AS UNDERGROUND GAS OF OVERHEAD UTILITY FO- UNDERGROUND FIBER OPTIC SLE- UNDERGROUND ELECTRIC �TV UNDERGROUND CABLE TV PROPERTY LINE CONIFEROUS TREE DECIDUOUS TREE PARKING COUNTS Q / / / / / / / / / / / / / / / / GRADING, DRAINAGE & EROSION CONTROL NOTES 1. SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 2. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.16 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS. 3. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF TOP SOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. 4. FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF WALL), "GW" EQUALS SURFACE GRADE AT WALL GRADE TRANSITION, AND "BW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES). 5. STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED. 6. DUST MUST BE ADEQUATELY CONTROLLED. 7. SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS. 8. SEE UTILITY PLANS FOR WATER, STORM AND SANITARY SEWER INFORMATION. 9. SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS. 10. SEE LANDSCAPE PLAN FOR FINAL SITE STABILIZATION. WARNING: CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/ OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. :. LnuCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 12/21/16 CITY SUBMITTAL I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. PJ Disch - PE License No. 49933 Date X Loucks Project No. 16528A Project Lead PJD Drawn By SRT Checked By PJD Review Date X C1-1 EXISTING CONDITIONS C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-3 SWPPP NOTES C4-1 SITE UTILITY PLAN C8-1 SITE DETAILS i POP CL N N a� O N N 41 m Q CL STMH RIM -961.19 INV=957.05 » » < < —F - I I I I I >> >> I >> I I I I I I 0 < 1< I I I I I I i I I I I I I I I Soarc-h Features Selected'. _x5- 17 EROSION CONTROL BLANKET (SEE DETAIL) _ - > — ) > > I� 1 I o py / \ \ \ \ \ \ �\ \ _-941 / l / RIM=95STMH 5.84 r Jr Jr Jr Jr Jr� Jr \ Jr \ / py / I / NV=947.15–S n — — ——T_ INV=933.85–N I I I If----\ oCB / I / / 9 RIM=957.56 _ I / \� 95�/ o� 9 1000 Ln / I �co 9 C,� 955 / - I a Lr) Cy nZI a C PROPOSED o ° o q1 - BUILDING BUILDING FFE - 961.00 n� I 960In n a / Qh n I f I w I � I � to INLET PROTECTION (SEE DETAIL) R / �V=9 96� / INV=95 Deegan Court (Originally Platted As Wolters Circle) < < < (Publicly Traveled) I I I STMH / RIM=959.77 INV=955.87–W INV=952.61–N,S rr I r 11Ef'A C'r1jS'} s r I . I r W rn IF w I D IF W /ENCHMARK: TNH=962.82 IM=959.38 o© I I SITE BOUNDARY ROCK ENTRANCE CONSTRUCTION BERM (SEE DETAIL) 0 1 MILE BUFFER AREA k \ SLE ELE i �4E -IC aC aC SILT FENCE (SEE DETAIL) EXISTING CIVIL LEGEND PROPOSED OSANITARY MANHOLE • O STORM MANHOLE O ® CATCH BASIN CULVERT HYDRANT f D4 GATEVALVE 14 ®PIV POST INDICATOR VALVE O°PIV 0 LIGHT POLE 0 POWER POLE v SIGN N BENCHMARK SOIL BORINGS_ ® WATER MANHOLE ® TELEPHONE MANHOLE ® UTILITY MANHOLE (D ELECTRIC MANHOLE —W— WATER SERVICE —S--4 SANITARY SERVICE q (� HANDICAP PARKING DIRECTION OF FLOW�I` SPOT ELEVATION CONTOURS !'824---- > SANITARY SEWER I STORM SEWER 44 WATERMAIN I FM FORCEMAIN —FM DT— DRAINTILE » DT— SILT FENCE CURB & GUTTER RETAINING WALL TREELINE — — — — — EASEMENT LINE — — — — — SETBACK LINE — — — — FENCE LINE —X X— TEL— UNDERGROUND TELE GAS UNDERGROUND GAS OH OVERHEAD UTILITY FO UNDERGROUND FIBER OPTIC ELE— UNDERGROUND ELECTRIC CTV— UNDERGROUND CABLE TV PROPERTY LINE CONIFEROUS TREE DECIDUOUS TREE PARKING COUNTS Q T Drainage & Utility E t ° Per PRAIRIE PONOS Typ) J ELE aC J ELE f C aQ 1 PERMANENT STORMWATER MANAGEMENT X INFILTRATION STORMWATER HARVEST AND REUSE FILTRATION WET SEDIMENTATION BASIN ONSITE PONDING RECEIVING WATERS NAME OF WATER TYPE OF SPECIAL IMAIRED BODY WATER WATER WATER BODY NO SPECIAL OR IMPAIRED WATERS WITHIN 1 MILE ESTIMATED QUANTITIES DESCRIPTION UNIT QUANTITY TEMPORARY ROCK CONSTRUCTION ENTRANCE EA 1 SILT FENCE (STANDARD) LF ±1085 INLET PROTECTION EA 7 WOODFIBER BLANKET SF ±5200 SITE PLAN LEGEND SF SILT FENCE INLET PROTECTION EXISTING DRAINAGE PATTERN PROPOSED DRAINAGE PATTERN EROSION CONTROL BLANKET TYPE OF SPECIAL WATER o zo 40 06 1 SCALE IN FEET WARNING: CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. u LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 6191 .11 Pl I10 F_l MUM N1 ML 60 12/21/16 CITY SUBMITTAL I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. PJ Disch - PE License No. 49933 Date X Loucks Project No. 16528A Project Lead PJD Drawn By SRT Checked By PJD Review Date X C1-1 EXISTING CONDITIONS C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-3 SWPPP NOTES C4-1 SITE UTILITY PLAN C8-1 SITE DETAILS SWPPP NOTES 1. PROJECT DESCRIPTION THE NATURE OF THIS PROJECT WILL CONSIST OF CONSTRUCTING A BUILDING AND PARKING LOT. UTILITY WORK NECESSARY FOR THE BUILDING AND DRAINAGE WILL ALSO BE CONSTRUCTED. 2. SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES ARE AS FOLLOWS: 1. INSTALL VEHICLE TRACKING BMP 2. INSTALL SILT FENCE AROUND SITE 3. INSTALL PROTECTIVE FENCE AROUND INFILTRATION AREAS 4. CLEAR AND GRUB SITE 5. STRIP AND STOCKPILE TOPSOIL 6. REMOVE PAVEMENTS AND UTILITIES 7. CONSTRUCT STORMWATER MANAGEMENT BASINS 8. INSTALL SILT FENCE AROUND BASINS 9. ROUGH GRADE SITE 10. IMPORT CLEAN FILL FOR REPLACEMENT AND BALANCE 11. INSTALL UTILITIES 12. INSTALL BUILDING FOUNDATIONS 13. INSTALL CURB AND GUTTER 14. INSTALL PAVEMENTS AND WALKS 15. FINAL GRADE SITE 16. REMOVE ACCUMULATED SEDIMENT FROM BASINS 17. CONSTRUCT INFILTRATION BASIN 18. SEED AND MULCH 19. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL. 3. SITE DATA: AREA OF DISTURBANCE: ±X AC PRE -CONSTRUCTION IMPERVIOUS AREA: ±X AC POST -CONSTRUCTION IMPERVIOUS AREA: ±X AC GENERAL SOIL TYPE: - 4. THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE IDENTIFIED WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC. BEFORE CONSTRUCTION BEGINS. 5. ALL DISTURBED GROUND LEFT INACTIVE FOR SEVEN (7) OR MORE DAYS SHALL BE STABILIZED BY SEEDING OR SODDING (ONLY AVAILABLE PRIOR TO SEPTEMBER 15) OR BY MULCHING OR COVERING OR OTHER EQUIVALENT CONTROL MEASURE. AT A RATE OF 1.5 TIMES STANDARD SEEDING FINAL STABILIZATION TO BE DONE PER LANDSCAPE PLAN, SEE SHEET L1-1. 6. ON SLOPES 3:1 OR GREATER MAINTAIN SHEET FLOW AND MINIMIZE RILLS AND/OR GULLIES, SLOPE LENGTHS CAN NOT BE GREATER THAN 75 FEET. DENOTES SLOPES GREATER THAN 3:1. ALL 3:1 SLOPES TO BE STABILIZED WITH EROSION CONTROL BLANKET 7. ALL STORM DRAINS AND INLETS MUST BE PROTECTED UNTIL ALL SOURCES OF POTENTIAL DISCHARGE ARE STABILIZED. 8. TEMPORARY SOIL STOCKPILES MUST HAVE EFFECTIVE SEDIMENT CONTROL AND CAN NOT BE PLACED IN SURFACE WATERS OR STORM WATER CONVEYANCE SYSTEMS. TEMPORARY STOCKPILES WITHOUT SIGNIFICANT AMOUNT OF SILT, CLAY, OR ORGANIC COMPOUNDS ARE EXEPMT EX: CLEAN AGGREGATE STOCK PILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES. 9. SEDIMENT LADEN WATER MUST BE DISCHARGED TO A SEDIMENTATION BASIN WHENEVER POSSIBLE. IF NOT POSSIBLE, IT MUST BE TREATED WITH THE APPROPRIATE BMPS. 10. SOLID WASTE MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 11. THE WATERSHED DISTRICT OR THE CITY MAY HAVE REQUIREMENTS FOR INSPECTIONS OR AS -BUILT DRAWINGS VERIFYING PROPER CONSTRUCTION OF THE BMPS. 12. THE OWNER WHO SIGNS THE NPDES PERMIT APPLICATION IS A PERMITTEE AND IS RESPONSIBLE FOR COMPLIANCE WITH ALL TERMS AND CONDITIONS OF THE PERMIT. THE OPERATOR (CONTRACTOR) WHO SIGNS THE NPDES PERMIT APPLICATION IS A PERMITTEE FOR PARTS II.B., PART II.C, PART II.B-F, PART V, PART IV AND APPLICABLE CONSTRUCTION ACTIVITY REQUIREMENTS FOUND IN APPENDIX A, PART C. OF THE NPDES PERMIT AND IS JOINTLY RESPONSIBLE WITH THE OWNER FOR COMPLIANCE WITH THOSE PORTIONS OF THE PERMIT. 13. TERMINATION OF COVERAGE -PERMITTEES) WISHING TO TERMINATE COVERAGE MUST SUBMIT A NOTICE OF TERMINATION (NOT) TO THE MPCA. ALL PERMITTEE(S) MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ONE OR MORE OF THE FOLLOWING CONDITIONS HAVE BEEN MET: A. FINAL STABILIZATION, PER NPDES PERMIT PART IV.G. HAS BEEN ACHIEVED ON ALL PORTIONS OF THE SITE FOR WHICH THE PERMITTEE IS RESPONSIBLE. B. TRANSFER OF OWNERSHIP AS DESCRIBED IN THE PERMIT. 15. INSPECTIONS A. INITIAL INSPECTION FOLLOWING SILT FENCE INSTALLATION BY CITY REPRESENTATIVE IS REQUIRED. B. EXPOSED SOIL AREAS: ONCE EVERY 7 DAYS AND WITHIN 24 HOURS FOLLOWING A 0.5" OVER 24 HOUR RAIN EVENT. C. STABILIZED AREAS: ONCE EVERY 30 DAYS D. FROZEN GROUND: AS SOON AS RUNOFF OCCURS OR PRIOR TO RESUMING CONSTRUCTION. E. INSPECTION AND MAINTENANCE RECORDS MUST BE RETAINED FOR 3 YEARS AFTER FILING OF THE NOTICE OF TERMINATION AND MUST INCLUDE: DATE AND TIME OF ACTION, NAME OF PERSON(S) CONDUCTING WORK, FINDING OF INSPECTIONS AND RECOMMENDATIONS FOR CORRECTIVE ACTION, DATE AND AMOUNT OF RAINFALL EVENTS GREATER THAN 0.5 INCHES IN A 24 HOUR PERIOD. 16. MINIMUM MAINTENANCE A. SILT FENCE TO BE REPAIRED, REPLACED, SUPPLEMENTED WHEN NONFUNCTIONAL, OR 1/3 FULL; WITHIN 24 HOURS B. SEDIMENT BASINS DRAINED AND SEDIMENT REMOVED WHEN REACHES 1/2 STORAGE VOLUME. REMOVAL MUST BE COMPLETE WITHIN 72 HOURS OF DISCOVERY. C. SEDIMENT REMOVED FROM SURFACE WATERS WITHIN MSEVEN DAYS D. CONSTRUCTION SITE EXITS INSPECTED, TRACKED SEDIMENT REMOVED WITH 24 HOURS. E. PROVIDE COPIES OF EROSION INSPECTION RESULTS TO CITY ENGINEER FOR ALL EVENTS GREATER THAN Y" IN 24 HOURS 17. THE SWPPP, INCLUDING ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION ACTIVITY BY THE PERMITTEE(S) WHO HAVE OPERATIONAL CONTROL OF THE SITE. 18. OWNER MUST KEEP RECORDS OF ALL PERMITS REQUIRED FOR THE PROJECT, THE SWPPP, ALL INSPECTIONS AND MAINTENANCE, PERMANENT OPERATION AND MAINTENANCE AGREEMENTS, AND REQUIRED CALCULATIONS FOR TEMPORARY AND PERMANENT STORM WATER MANAGEMENT SYSTEMS. THESE RECORDS MUST BE RETAINED FOR THREE YEARS AFTER FILING NPDES NOTICE OF TERMINATION. 19. SWPPP MUST BE AMENDED WHEN: A. THERE IS A CHANGE IN DESIGN, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS THAT HAS A SIGNIFICANT EFFECT ON DISCHARGE B. INSPECTIONS INDICATE THAT THE SWPPP IS NOT EFFECTIVE AND DISCHARGE IS EXCEEDING WATER QUALITY STANDARDS. C. THE BMP'S IN THE SWPPP ARE NOT CONTROLLING POLLUTANTS IN DISCHARGES OR IS NOT CONSISTENT WITH THE TERMS AND CONDITIONS OF THE PERMIT. D. AT ANY TIME AFTER PERMIT COVERAGE IS EFFECTIVE, THE MPCA MAY DETERMINE THAT THE PROJECT'S STORMWATER DISCHARGES MAY CAUSE, HAVE REASONABLE POTENTIAL TO CAUSE, OR CONTRIBUTE TO NON -ATTAINMENT OF ANY APPLICABLE WATER QUALITY STANDARD, OR THAT THE SWPPP DOES NOT INCORPORATE THE APPLICABLE REQUIREMENTS IN PART III.A.8., (IMPAIRED WATERS AND TMDII IF A WATER QUALITY STANDARD CHANGES DURING THE TERM OF THIS PERMIT, THE MPCA WILL AKE A DETERMINATION AS TO WHETHER A MODIFICATION OF THE SWPPP IS NECESSARY TO ADDRESS THE NEW STANDARD. IF THE MPCA MAKES SUCH DETERMINATION(S) OR ANY OF THE DETERMINATIONS IN PARTS III.B.1.-3., THE MPCA WILL NOTIFY THE PERMITTEE(S) IN WRITING. IN RESPONSE, THE PERMITTEE(S) MUST AMEND THE SWPPP TO ADDRESS THE IDENTIFIED CONCERNS AND SUBMIT INFORMATION REQUESTED BY THE MPCA, WHICH MAY INCLUDE AN INDIVIDUAL PERMIT APPLICATION. IF THE MPCA'S WRITTEN NOTIFICATION REQUIRES A RESPONSE, FAILURE TO RESPOND WITHIN THE SPECIFIED TIMEFRAME CONSTITUTES A PERMIT VIOLATION. 20. CONCRETE WASHOUT AREA A. CONTRACTOR TO PROVIDE PREFABRICATED CONCRETE WASH-OUT CONTAINER WITH RAIN PROTECTION PER PLAN. B. CONCRETE WASH-OUT TO BE IDENTIFIED WITH SIGNAGE STATING "CONCRETE WASHOUT AREA DO NOT OVERFILL" C. CONCRETE WASHOUT WATER NEEDS TO BE PUMPED WITHIN 24 HOURS OF STANDING WATER IN WASHOUT AREA. 21. IN THE EVENT OF ENCOUNTERING A WELL OR SPRING DURING CONSTRUCTION CONTRACTOR TO CEASE CONSTRUCTION ACTIVITY AND NOTIFY ENGINEER. 22. PIPE OULTETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. 23. FINAL STABILIZATION FINAL STABILIZATION REQUIRES THAT ALL SOIL DISTURBING ACVTIVITIES HAVE BEEN COMPLETED AND THAT DISTURBED AREAS ARE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH 70% OF THE EXPECTED FINAL DENSITY, AND THAT ALL PERMANENT PAVEMENTS HAVE BEEN INSTALLED. ALL TEMPORARY BMP'S SHALL BE REMOVED, DITCHES STABILIZED, AND SEDIMENT SHALL BE REMOVED FROM PERMANENT CONVEYANCES AND SEDIMENTATION BASINS IN ORDER TO RETURN THE POND TO DESIGN CAPACITY. 24. TEMPORARY SEDIMENTATION BASINS A. THE TEMPORARY SEDIMENTATION BASINS SHALL BE CONSTRUCTED AND MADE OPERATIONAL PRIOR TO DISTURBANCE OF 10 OR MORE ACRES DRAINING TO A COMMON LOCATION. B. TEMPORARY SEDIMENTATION BASINS ARE REQUIRED PRIOR TO RUNOFF LEAVING THE CONSTRUCTION SITE OR ENTERING SURFACE WATERS WHEN 10 OR MORE ACRES OF DISTURBED SOILS DRAIN TO A COMMON LOCATION. THE BASIN MUST PROVIDE 3,600 CUBIC FEET OF STORAGE BELOW THE OUTLET PER ACRE DRAINED. IF HYDRAULIC CALCULATIONS ARE AVAILABLE, THE TEMPORARY SEDIMENTATION BASIN MUST PROVIDE A STORAGE VOLUME EQUIVALENT TO THE 2 -YEAR, 24-HOUR STORM, BUT IN NO CASE LESS THAN 1800 CUBIC FEET PER ACRE DRAINED. THE TEMPORARY SEDIMENTATION BASIN MUST BE CONSTRUCTED AND MADE OPERATIONAL CONCURRENT WITH THE START OF SOIL DISTURBANCE UP GRADIENT OF THE POND. THE TEMPORARY SEDIMENTATION BASIN SHALL BE DESIGNED TO PREVENT SHORT CIRCUITING. THE OUTFALL SHALL BE DESIGNED TO REMOVE FLOATABLE DEBRIS, ALLOW FOR COMPLETE DRAWDOWN OF THE POND FOR MAINTENANCE ACTIVITIES, AND HAVE ENERGY DISSIPATION. THE EMERGENCY SPILLWAY SHALL BE STABILIZED. C. TEMPORARY SEDIMENTATION BASINS SHALL BE SITUATED OUTSIDE OF SURFACE WATERS AND ANY REQUIRED BUFFER ZONE, AND MUST BE DESIGNED TO AVOID DRAINING WETLANDS, UNLESS THE IMPACT IS IN COMPLIANCE WITH THE REQUIREMENTS OF THIS PERMIT. D. EXCESSIVE SEDIMENT -LADEN WATER THAT IS NOT PROPERLY FILTERED WILL NOT BE PERMITTED TO DISCHARGE FROM SIRE. 25. DEWATERING AND BASIN DRAINING A. TURBID OR SEDIMENT -LADEN WATERS RELATED TO DEWATERING OR BASIN DRAINING SHALL BE DISCHARGED TO A TEMPORARY OR PERMANENT SEDIMENTATION BASIN ON THE PROJECT SITE UNLESS INFEASIBLE. THE TEMPORARY OR PERMANENT BASIN MAY DISCHARGE TO SURFACE WATERS IF THE BASIN WATER HAS BEEN VISUALLY CHECKED TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED IN THE BASIN AND THAT THE NUISANCE CONDITIONS WILL NOT RESULT FROM THE DISCHARGE. DISCHARGE POINTS SHALL BE ADEQUATELY PROTECTED FROM EROSION AND PROPER VELOCITY DISSIPATION PROVIDED. B. ALL WATER FROM DEWATERING OR BASIN -DRAINING ACTIVITIES MUST BE DISCHARGED IN A MANNER THAT DOES NOT CAUSE NUISANCE CONDITIONS, EROSION IN THE RECEIVING CHANNELS OR ON DOWN SLOPE PROPERTIES, OR INUNDATION IN WETLANDS CAUSING SIGNIFICANT ADVERSE IMPACTS TO THE WETLAND. C. IF FILTERS WITH BACKWASH WATERS ARE USED, THE BACKWASH WATER SHALL BE HAULED AWAY FOR DISPOSAL, RETURNED TO THE BEGINING OF THE TREATMENT PROCESS, OR INCORPORATED INTO SITE IN A MANNER THAT DOES NOT CAUSE EROSION. BACKWASH WATER MAY BE DISCHARGED TO SANITARY SEWER IF PERMISSION IS GRANTED BY THE SANITARY SEWER AUTHORITY. 26. POLLUTION PREVENTION A. BUILDING PRODUCTS THAT HAVE THE POTENTIAL TO LEACH POLLUTANTS MUST BE UNDER COVER TO PREVENT DISCHARGE OR PROTECTED BY AN EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER. B. PESTICIDES, HERBICIDES, INSECTICIDES, FERTILIZERS, TREATMENT CHEMICALS, AND LANDSCAPE MATERIALS MUST BE UNDER COVER. C. HAZARDOUS MATERIALS AND TOXIC WASTE MUST BE PROVIDED TO PREVENT VANDALISM. D. SOLID WASTER MUST BE STORED, COLLECTED AND DISPOSED OF IN COMPLIANCE WITH MINN. R. CH 7035. E. PORTABLE TOILETS MUST BE POSITIONED SO THAT THEY ARE SECURE AND WILL NOT BE TIPPED OR KNOCKED OVER. SANITARY WASTE MUST BE DISPOSED OF PROPERLY IN ACCORDANCE WITH MINN. R. CH 7041. F. DISCHARGE OF SPILLED OR LEAKED CHEMICALS, INCLUDING FUEL, FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED SHALL BE PREVENTED USING DRIP PANS OR ABSORBENTS. SUPPLIES SHALL BE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS AND THAT AN APPROPRIATE DISPOSAL METHOD MUST BE AVAILABLE FOR RECOVERED SPILLED MATERIALS. 27. DESIGN CALCULATIONS TEMPORARY & PERMANENT STORMWATER TREATMENT ARE DESIGNED TO MEET MPCA GENERAL & SPECIAL WATER REQUIREMENTS. CALCULATIONS ARE PART OF THE HYDROLOGY REPORT, WHICH IS TO BE CONSIDERED PART OF THE SWPP DOCUMENTS. SEE HYDROLOGY REPORT FOR ADDITIONAL INFORMATION. 28. GENERAL STORMWATER DISCHARGE REQUIREMENTS ALL REQUIREMENTS LISTED IN PART III OF THE PERMIT FOR DESIGN OF THE PERMANENT STORMWATER MANAGEMENT SYSTEM AND DISCHARGE HAVE BEEN INCLUDED IN THE PREPARATION OF THIS SWPP. THESE INCLUDE BUT ARE NOT LIMITED TO: A. THE EXPECTED AMOUNT, FREQUENCY, INTENSITY, AND DURATION PRECIPITATION. B. THE NATURE OF STORMWATER RUNOFF AND RUN-ON AT THE SITE. C. PEAK FLOW RATES AND STORWATER VOLUMES TO MINIMIZE EROSION AT OUTLETS AND DOWNSTREAM CHANNEL AND STREAM BANK EROSION. D. THE RANGE OF SOIL PARTICLE SIZES EXPECTED TO BE PRESENT ON THE SITE. 29. CONSTRUCTION OF FILTRATION BASINS A. NO HEAVY TRAFFIC ON FILTRATION AREAS. CONSTRUCTION TO BE DONE WITH MINIMAL COMPACTION COMPACTION TO FILTRATION AREAS. IF COMPACTION IS ENCOUNTERED, BASIN SOILS FOR THE FIRST & MUST BE REMOVED & RELAID. B. INFILTRATION SYSTEMS MUST NOT BE EXCAVATED TO FINAL GRADE UNTIL THE CONTRIBUTING DRAINAGE AREA HAD BEEN CONSTRUCTED AND FULLY STABILIZED UNLESS RIGOROUS EROSIN PREVENTION AND SEDIMENT CONTROLS ARE PROVIDED( PART III.D.1.C.). C. WHEN AN INFILTRATION SYSTEM IS EXCAVATED TO FINAL GRADE (OR WITHIN THREE (3) FEET OF FINAL GRADE), THE PERMITTEE(S) MUST EMPLOY RIGOROUS EROSION PREVENTION AND SEDIMENT CONTROLS (E.G., DIVERSION BERMS) TO KEEP SEDIMENT AND RUNOFF COMPLETELY AWAY FROM THE INFILTRATION AREA. THE AREA MUST BE STAKED OFF AND MARKED SO THAT HEAVY CONSTRUCTION VEHICLES OR EQUIPMENT WILL NOT COMPACT THE SOIL IN THE PROPOSED INFILTRATION AREA. D. TO PREVENT CLOGGING OF THE INFILTRATION OR FILTRATION SYSTEM, THE PERMITTEE(S) MUST USE A PRETREATMENT DEVICE SUCH AS A VEGETATED FILTER STRIP, SMALL SEDIMENTATION BASIN, OR WATER QUALITY INLET (E.G., GRIT CHAMBER) TO SETTLE PARTICULATES BEFORE THE STORMWATER DISCHARGES INTO THE INFILTRATION OF FILTRATION SYSTEM. 30. POST CONSTRUCTION THE WATER QUALITY VOLUME THAT MUST BE RETAINED ON SITE BY THE PROJECT'S PERMANENT STORMWATER MANAGEMENT SYSTEM DESCRIBED IN PART IIID. SHALL BE ONE (1) INCH OF RUNOFF FROM THE NEW IMPERVIOUS SURFACES CRATED BY THE PROJECT. SEE PART III.D.1 . FOR MORE INFORMATION ON INFILTRATION DESIGN, PROHIBITIONS AND APPROPRIATE SITE CONDITIONS. 31. RESPONSIBILITIES A. THE OWNER MUST IDENTIFY A CONTRACTOR WHO WILL OVERSEE THE SWPPP IMPLEMENTATION AND THE PERSON RESPONSIBLE FOR INSPECTION AND MAINTENANCE: B. THE OWNER MUST IDENTIFY THE A PERSON WHO WILL BE RESPONSIBLE FOR LONG TERM OPERATIONS AND MAINTENANCE OF THE PERMANENT STORMWATER MANAGEMENT SYSTEM: 32. TRAINING REQEMENTS THE PERMITTES(S) SHALL ENSURE THE FOLLOWING INDIVIDUALS IDENTIFIED IN THIS PART HAVE BEEN TRIANED IN ACCORDANCE WITH THIS PERMIT'S TRAINING REQUIREMENTS. 1. WHO MUST BE TRAINED: A. INDIVIDUAII PREPARING THE SWPPP FOR THE PROJECT B. INDIVIDUALS) OVERSEEING IMPLEMENTATION OF, REVISING, AND AMENDING THE SWPPP AND INDIVIDUALS(S) PERFORMING INSPECTIONS AS REQUIRED IN PART IV.E. ONE OF THESE INDIVDUAII MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON REQUEST BY THE MPCA. C. INDIVIDUAII PERFORMING OR SUPERVISING THE INSTALLATION, MAINTENANCE AND REPAIR OF BMPS. AT LEAST ONE INDIVIDUAL ON A PROJECT MUST BE TRAINED IN THESE JOB DUTIES. 2. TRAINING CONTENT: THE CONTENT AND EXTENT OF TRAINING MUST BE COMMENSURATE WITH THE INDIVIDUAL'S JOB DUTIES AND RESPONSIBILITIES WITH REGARD TO ACTIVITIES COVERED UNDER THIS PERMIT FOR THE PROJECT. AT LEAST ONE INDIVIDUAL PRESENT ON THE PERMITTED PROJECT SITE (OR AVAVILABLE TO THE PROJECT SIRE IN 72 HOURS) MUST BE TRAINED IN THE JOB DUTIES DESCRIBED IN PART III.F.1.B. AND PARTI I I. F.I .C. 3. THE PERMITTEE(S) SHALL ENSURE THAT THE INDIVIDUALS ARE TRAINED BY LOCAL, STAT, FEDERAL AGENCIES, PROFESSIONAL OR OTHER ENTITIES WITH EXPERTISE IN EROSION PREVENTION, SEDIMENT CONTROL, PERMANENT STORMWATER MANAGEMENT AND THE MINNESOTA NPDES/SDS CONSTRUCTION STORMWATER PERMIT. AN UPDATE REFESHER-TREINING MUST BE ATTENDED EVERY THREE (3) YEARS STARTING THREE (3) YEARS FROM THE ISSUANCE DATE OF THIS PERMIT. UNIVERSITY OF MINNESOTA Samuel Trebesch 2. LIST OF CONTACTS TITLE OWNER PROJECT MANAGER SWPPP DESIGNER CONTRACTOR SITE MANAGER Design of Construction SWPPP (May 31 2018) CONTACT X PJ DISCH SAM TREBESCH TBD TBD COMPANY X LOUCKS LOUCKS * MPCA 24HR. HAZARDOUS SPILL HOTLINE: 651-649-5457 OF 80420798 PHONE NUMBER X 763-496-6736 763-496-6751 Gravel pad(s) MnDOT Class CA -15 or CA -25 Riprop Bedding Geotextile fabric Original grade SECTION B -B (not to scale) Ribbed or Corrugated steel plates Original Geotextile fabric SECTION A -A grade (not to scale) NOTES: Channelize runoff to sediment ��Sediment Trapping Device trapping device c� cn X w 1114 Match Existing Grade 50' min. or Right of Way PLAN A Standard Plate Library City of Monticello ENDS SECURELY CLOSED TO PREVENT LOSS OF OPEN GRADED AGGREGATE FILL. SECURED WITH 50 PSI. ZIP TIE ,-BUTTJDINTS Title: Commercial Gravel Construction Entrance Date: 06-14 Plate No. Revised`6002 03-15 ROCK LOG/CDMPOST I NOTES: SEE SPECS. 2573, 3137, 3880 & 3891. MANUFACTURED ALTERNATIVES LISTED ON Mn/DOT'S APPROVED PRODUCTS LIST MAY BE SUBSTITUTED. 1Q GEOTEXTILE SOCK BETWEEN 4-10 FEET LONG AND 4-0 INCH DIAMETER. SEAM TO BE JOINED BY TWO ROWS OF STITCHING WITH A PLASTIC MESH BACKING OR PROVIDE A HEAT BONDED SEAM (OR APPROVED EQUIVALENT). FILL ROCK LOG WITH OPEN GRADED AGGREGATE CONSISTING OF SOUND DURABLE PARTICLES OF COARSE AGGREGATE CONFORMING TO SPEC. 3137 TABLE 3137-1; CA -3 GRADATION. OEM LOUCKS INLET PROTECTION - ROCK/COMPOST LOG NOTES: 1. PLACE BOTTOM EDGE OF FENCE INTO 0 IN DEEP TRENCH AND BACKFILL IMMEDIATELY. 2. POSTS SHALL BE: • 0 FT MAX. SPACING. • 2 IN X 21N HARDWOOD, OR STANDARD STEEL T -TYPE FENCE POSTS. • 5' MIN. LENGTH POSTS, DRIVEN 2 FT INTO THE GROUND. 3. ATTACH FABRIC TO WOOD POST WITH A MIN. OF 5, 1 INCH LONG STAPLES. 4. ATTACH FABRIC TO STEEL POST WITH A MIN. OF 3 ZIP TIES IN TOP 8 INCHES OF FABRIC. EOTEXTILE FABRIC ER MNDOT 3886 -GEOTEXTILE FABRIC PER MNDOT 3880 i■ SILT FENCE LOUCKS PRE -ASSEMBLED OR MACHINE SLICED PLAN WIMCO ROAD DRAIN CG -23* HIGH FLOW NLET PROTECTION CURB AND GUTTER MODEL OR CITY APPROVED EQUAL * FOR THE NEW R -3290 -VB STANDARD CASTING, INSTALL WIMCO ROAD DRAIN CG -3290 OR CITY APPROVED EQUAL. Standard Plate Library City of Monticello • 0.1 STAPLES PER SO. r0. 4:1 &LOPES OF 1EIGHT LOUCKS PLATE NO. 3000 DRAWN 2/2019 DEFLECTOR PLATE OVERFLOW Is Yz of THE CURB BOX HEIGHT OVERFLOW AT TOP OF FILTER ASSEMBLY ��URB FILTER ASSEMBLY 1 DIAMETER, 6" ON -GRADE 10" AT LOW POINT HIGH-FLOW FABRIC Title: Inlet Protection Catch Basin Insert Date: 03-07 Plate No. Revised:6004 O3-15 3.3' 3.3' 1.15 STAPLES PER SD. YD. 3:1 SLOPES ako # • • 3.15STAPLES PERSO.YO, NIGN FLOW CHANNEL& BHORELINE s ki?'- /►i�. .... i�.=��.. Vic•......._.. Q � � a i■ems, Q 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET INA B' (15-) DEEP X!• (15on) W IDE TRENCH WNH APPROXIMATELY 12" LA W-) OF BNKET EXTENDED BEYOND THE UPSLOPE PORTION HO OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLESISTAKESAPPROXIMATELY 12' (30an) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTERSTAPLING APPLY GEED TO COMPACTED BOIL AND FOLD REMAINING I2'(90RK) PORTION OF BLANKET BAC( OVERSEED AND COMPACTED SOIL. STE SECURE BLANKETOVER COMPACTED SOIL WITH ARM OF STAPLaW8TAKE8 -EL) APPROXIMATELY 12' W-) APART ACROSS THE WIDTH OF THE BLANKET. 3 ROLLTHE BLANKETS(A-)DOWN DR (B.) HORRONrALLY ACROSS THE SLOPE BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLESW CES IN APPROPRIATE LOCATIONS AB SHOWN IN THE 8TAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT BnTEM , STAPLE SHOULD BE PLACED THROUGH ERN EACH OF THE rOLORED DOTS CORRESPONDING TOTHE APPROPRIATE STAPLE PATT. 4 THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WRH APPROXIMATELY 2.3' (5-12_&.) OVERLAP DEPENDING ON BLANKET TYPE TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANK(BLANKET BEING INSTALLED DN TOP) EVEN WITH THE COLORED SEAM STrrGH ON THE PREVIOUSLY INSTALLED BLANKET. 5. CONBECITIVE BLANKETS 8PLICED DOWN THE BLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3• (7.5-) OVERLAP. STAPLE THROUGH OVERLAPPED ARE& APPROXIMATELY 1r (30(i1I) APARTACROSS ENTIRE BLANKET WIDTH. NOTE. •IN LOOSE SOIL CONDmONB, THE U8E OF STARE OR STAID= LENGTHS GREATER THAN 6' (1598) MAYBE NECESSARY TO PROPERLY SECURE THE SLANKETB. Ttl ) e. Erosion Control Blanket Standard Plate Library Stapling Patterns & Installation LOUCKS PLATE NO. City of Monticello 3014 Date: 03-08 Plate No. DRAWN 2/2019 Revised: 03-15 6011 / u LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 12/21/16 CITY SUBMITTAL I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. PJ Disch - PE License No. 49933 Date X Loucks Project No. 16528A Project Lead PJD 0. SRT Checked By PJD Review Date X C4-1 SITE UTILITY PLAN C8-1 SITE DETAILS Ribbed or Corrugated steel plates r� A A A �B 0 � o o AE o o � o - iP s 24' min. Slope away from i highway 50' min. or Right of Way PLAN A Standard Plate Library City of Monticello ENDS SECURELY CLOSED TO PREVENT LOSS OF OPEN GRADED AGGREGATE FILL. SECURED WITH 50 PSI. ZIP TIE ,-BUTTJDINTS Title: Commercial Gravel Construction Entrance Date: 06-14 Plate No. Revised`6002 03-15 ROCK LOG/CDMPOST I NOTES: SEE SPECS. 2573, 3137, 3880 & 3891. MANUFACTURED ALTERNATIVES LISTED ON Mn/DOT'S APPROVED PRODUCTS LIST MAY BE SUBSTITUTED. 1Q GEOTEXTILE SOCK BETWEEN 4-10 FEET LONG AND 4-0 INCH DIAMETER. SEAM TO BE JOINED BY TWO ROWS OF STITCHING WITH A PLASTIC MESH BACKING OR PROVIDE A HEAT BONDED SEAM (OR APPROVED EQUIVALENT). FILL ROCK LOG WITH OPEN GRADED AGGREGATE CONSISTING OF SOUND DURABLE PARTICLES OF COARSE AGGREGATE CONFORMING TO SPEC. 3137 TABLE 3137-1; CA -3 GRADATION. OEM LOUCKS INLET PROTECTION - ROCK/COMPOST LOG NOTES: 1. PLACE BOTTOM EDGE OF FENCE INTO 0 IN DEEP TRENCH AND BACKFILL IMMEDIATELY. 2. POSTS SHALL BE: • 0 FT MAX. SPACING. • 2 IN X 21N HARDWOOD, OR STANDARD STEEL T -TYPE FENCE POSTS. • 5' MIN. LENGTH POSTS, DRIVEN 2 FT INTO THE GROUND. 3. ATTACH FABRIC TO WOOD POST WITH A MIN. OF 5, 1 INCH LONG STAPLES. 4. ATTACH FABRIC TO STEEL POST WITH A MIN. OF 3 ZIP TIES IN TOP 8 INCHES OF FABRIC. EOTEXTILE FABRIC ER MNDOT 3886 -GEOTEXTILE FABRIC PER MNDOT 3880 i■ SILT FENCE LOUCKS PRE -ASSEMBLED OR MACHINE SLICED PLAN WIMCO ROAD DRAIN CG -23* HIGH FLOW NLET PROTECTION CURB AND GUTTER MODEL OR CITY APPROVED EQUAL * FOR THE NEW R -3290 -VB STANDARD CASTING, INSTALL WIMCO ROAD DRAIN CG -3290 OR CITY APPROVED EQUAL. Standard Plate Library City of Monticello • 0.1 STAPLES PER SO. r0. 4:1 &LOPES OF 1EIGHT LOUCKS PLATE NO. 3000 DRAWN 2/2019 DEFLECTOR PLATE OVERFLOW Is Yz of THE CURB BOX HEIGHT OVERFLOW AT TOP OF FILTER ASSEMBLY ��URB FILTER ASSEMBLY 1 DIAMETER, 6" ON -GRADE 10" AT LOW POINT HIGH-FLOW FABRIC Title: Inlet Protection Catch Basin Insert Date: 03-07 Plate No. Revised:6004 O3-15 3.3' 3.3' 1.15 STAPLES PER SD. YD. 3:1 SLOPES ako # • • 3.15STAPLES PERSO.YO, NIGN FLOW CHANNEL& BHORELINE s ki?'- /►i�. .... i�.=��.. Vic•......._.. Q � � a i■ems, Q 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET INA B' (15-) DEEP X!• (15on) W IDE TRENCH WNH APPROXIMATELY 12" LA W-) OF BNKET EXTENDED BEYOND THE UPSLOPE PORTION HO OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLESISTAKESAPPROXIMATELY 12' (30an) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTERSTAPLING APPLY GEED TO COMPACTED BOIL AND FOLD REMAINING I2'(90RK) PORTION OF BLANKET BAC( OVERSEED AND COMPACTED SOIL. STE SECURE BLANKETOVER COMPACTED SOIL WITH ARM OF STAPLaW8TAKE8 -EL) APPROXIMATELY 12' W-) APART ACROSS THE WIDTH OF THE BLANKET. 3 ROLLTHE BLANKETS(A-)DOWN DR (B.) HORRONrALLY ACROSS THE SLOPE BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLESW CES IN APPROPRIATE LOCATIONS AB SHOWN IN THE 8TAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT BnTEM , STAPLE SHOULD BE PLACED THROUGH ERN EACH OF THE rOLORED DOTS CORRESPONDING TOTHE APPROPRIATE STAPLE PATT. 4 THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WRH APPROXIMATELY 2.3' (5-12_&.) OVERLAP DEPENDING ON BLANKET TYPE TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANK(BLANKET BEING INSTALLED DN TOP) EVEN WITH THE COLORED SEAM STrrGH ON THE PREVIOUSLY INSTALLED BLANKET. 5. CONBECITIVE BLANKETS 8PLICED DOWN THE BLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3• (7.5-) OVERLAP. STAPLE THROUGH OVERLAPPED ARE& APPROXIMATELY 1r (30(i1I) APARTACROSS ENTIRE BLANKET WIDTH. NOTE. •IN LOOSE SOIL CONDmONB, THE U8E OF STARE OR STAID= LENGTHS GREATER THAN 6' (1598) MAYBE NECESSARY TO PROPERLY SECURE THE SLANKETB. Ttl ) e. Erosion Control Blanket Standard Plate Library Stapling Patterns & Installation LOUCKS PLATE NO. City of Monticello 3014 Date: 03-08 Plate No. DRAWN 2/2019 Revised: 03-15 6011 / u LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 12/21/16 CITY SUBMITTAL I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. PJ Disch - PE License No. 49933 Date X Loucks Project No. 16528A Project Lead PJD Drawn By SRT Checked By PJD Review Date X C1-1 EXISTING CONDITIONS C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-3 SWPPP NOTES C4-1 SITE UTILITY PLAN C8-1 SITE DETAILS STMH RIM=961.19 INV=957.05 -< SMH RIM -961.34 INV=948.32 �n CORE -DRILL CONN. TO EX. STMH rn INV - 945.00 (FIELD VERIFY) �O STMH RIM=955.84 INV=947.15-S - - --T- INV=933.85-N I I I I I I I 41 LF - 15" STORM- III o - -I @ 2.00% I T D,roin e Utility / Pd PR ' U a la j� a- 26 LF - 12" STORM -r--__ @ 1.75% 1 I STMH 2-� 71 LF - 12" STORM RIM - 957.57 i @ 1.75% INV - 951.76 (12") E INV - 951.76 (12") N I I I I �I I I� I P T T IJ J a /RIM=958.83 � / INV=951.61- INV=951..,' / R >> STMH Deegan Court RIM.61-N,7 INV 955.87-W IN V=952.61 -N, S (Originally Platted As Wolters Circle) 8"SAN < (Publicly Traveled) I -I EXISTING CIVIL LEGEND PROPOSED SANITARY MANHOLE • OSTORM MANHOLE O ® CATCH BASIN CULVERT HYDRANT GATEVALVE H 04V POST INDICATOR VALVE OOPIV 0 LIGHT POLE # 0 POWER POLE 0 v SIGN v R BENCHMARK SOIL BORINGS- ® WATER MANHOLE ® TELEPHONE MANHOLE ® UTILITY MANHOLE ® ELECTRIC MANHOLE -W_ WATER SERVICE -S- SANITARY SERVICE p HANDICAP PARKING DIRECTION OF FLOW SPOT ELEVATION i-924- CONTOURS > SANITARY SEWER » STORM SEWER I - WATERMAIN FM FORCEMAIN DT- DRAINTILE » DT - SILT FENCE CURB & GUTTER _ = RETAINING WALL TREELINE ' ' ' ' ' ' .. EASEMENT LINE - - - - - SETBACK LINE - - - - -X- FENCE LINE -X X - TEL UNDERGROUND TELE SAS UNDERGROUND GAS OH OVERHEAD UTILITY FO- UNDERGROUND FIBER OPTIC SLE- UNDERGROUND ELECTRIC STV UNDERGROUND CABLE TV PROPERTY LINE CONIFEROUS TREE DECIDUOUS TREE PARKING COUNTS Q STMH 1 RIM - 957.01 INV - 951.30 (12") S INV - 952.54 (12") E INV - 945.82 (15") NW INV - 947.00 (4" DRAINTILE) SE CAP 4" DRAINTILE IN MANHOLE TO PROMOTE INFILTRATION 23 LF - 12" STORM @ 2.00% CBMH 6 RIM - 956.50 INV - 952.10 (12") S INV - 953.00 (12") W SUMP - 949.10 t -- - I--T__--r--I--7----r-- -- I I I I I I I I I I I I I I I it l I�LF - 112" STORM !@ 1 .67P/o I I I I INV B - 952.00 / STMH 3 kIM - 9`'8.23 IN`+' - 952.07 (12') N/S I(lv - 95:1.00 0 -11) W SU QIP - 949.07 127 LF - 12 STORM @ 1.37% G \ `e I rr � I 48" STORM VAULT (2) 1000' - 48" PERFORATED CMP @ 0.00% WITH ONE HEADER INV=949.0 ROCK INV=948.50 SAND INV=947.00 4" DRAINTILE INV=947.00 -f---I------r-- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I INVA-952.00 5 LF - 12" 3TORNI @1.37% SAN MH 1 RIM - 960.00 INV - 951.06 (FIELD VERIFY) CONN. TO EX. 8" WM W/ 11.25° BEND 171 LF - 6" PVC @ 2.00% 8" DIP oP o� Pry. 7� oP < � GA ^ '9 hoc 96� / --r---I--------------------- \- - - - - - - - - - -' - - - - - - - - - - - I I I c pis, l d / oA�sS�s->is �9�6j� � \ / Ao o,�li� a \ / \\ -8" COMBINED WATER SERVICE \ a a \ \ o a QP / NQ < / a / C R� a / ° SAN MH 2 a RIM - 960.51 PROPOSED / o INV - 954.48 BUILDING / ,N ° 8 LF - 6" SAN. FIFE - 961.00 @2.00% 6" SANITARY SERVICE / • / ° INV - 954.64 / / / o ° 12" ROOF DRAIN / LL INV- 954.68 / r -Drainage & Utility E It 4 o Sc GV �d Per PRAIRIE PONDS Typ) - 1 --------- N--- I / 1 127 LF - 12" STORM 18 LF - 12" STORM @ 0.60% @ 0.60% / CB 5 RIM - 958.57 / INV - 954.57 (12") N INV - 954.57 (12") W UTILITY NOTES 1. ALL SANITARY SEWER, STORM SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS, THE CITY AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), 1999 EDITION. ALL HDPE CONNECTIONS TO CONCRETE MANHOLES SHALL BE CONNECTED WITH AN INTERNAL RUBBER GASKET OR BY USING ADS WATERSTOP GASKET. ALL SANITARY SEWER MAIN LINE SHALL BE SDR 35. ALL SANITARY SEWER SERVICES SHALL BE SDR 26. 2. SEE SHEET C8-1 AND THE CONTRACT SPECIFICATIONS FOR SPECIFIC UTILITY DETAILS AND UTILITY SERVICE DETAILS. 3. ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL PER THE REQUIREMENTS OF THE CITY. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION. 4. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 5. ALL SANITARY SEWER AND WATER SERVICES SHALL TERMINATE AT THE PROPERTY LINE UNLESS OTHERWISE NOTED. 6. THE CONTRACTOR SHALL NOTIFY GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS PRIOR TO PERFORMING ANY EXCAVATION OR UNDERGROUND WORK. 7. THE CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID CONFLICTS WITH SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. INSULATION OF WATER AND SANITARY SEWER LINES SHALL BE PROVIDED WHERE 7.5 FEET MINIMUM DEPTH CAN NOT BE ATTAINED. 8. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND THE CITY. THIS SHALL INCLUDE ALL SIGNAGE, BARRICADES, FLASHERS AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT THE EXPRESSED AUTHORITY OF OF THE CITY. 9. ALL NEW WATERMAIN MUST HAVE A MINIMUM OF 7.5 FEET OF COVER. 10. ADJUST ALL EXISTING STRUCTURES, BOTH PUBLIC AND PRIVATE TO THE PROPOSED GRADES WHERE DISTURBED AND COMPLY WITH ALL REQUIREMENTS OF THE UTILITY OWNERS. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING. 1 1 . PROPOSED PIPE MATERIALS: WATERMAIN DIP CLASS 52 NO LESS THAN 7.5' DEEP. SANITARY SEWER PVC SDR 35 NO MORE THAN 20' DEEP. SANITARY SEWER PVC SDR26 20' - 25' DEEP. STORM SEWER RCP CLASS 5 12" TO 18" DIAMETER. p � OI �6S�61 R,� E50 685 6\9 p 05 R' +I% V\ 000 61835 I / oy \ 4.r) I � i o p ti o Q ti zy 4Qj ID 5 rr,� "J CB RIM=957.56 WARNING: FA o zo 40 SCALE IN FEET CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. u LDUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 12/21/16 CITY SUBMITTAL I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. PJ Disch - PE License No. 49933 Date X Loucks Project No. 16528A Project Lead PJD Drawn By SRT Checked By PJD Review Date X C1-1 EXISTING CONDITIONS C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-3 SWPPP NOTES C4-1 SITE UTILITY PLAN C8-1 SITE DETAILS OR 5' IN BACK OF CURB IF CONCRETE WALK OR BITUMINOUS PATH ARE HYDRAFINDER PRESENT FLAG HYDRANT MODEL 67 HYDRANT YELLOW OUT OF ORDER TAG UJ TO BE INSTALLED ON PUMPER CONN. 7 AFTER KOFFFLAN E EXISTING OR FUTURE STREET ET UJ 1" TO 2" MAXIMUM CURB OR GUTTER LINE CL ABOVE BURY LINE (FINISHED GRADE) FINISHED GRADE Q Er VALVE BOX AS WATERMAIN SPECIFIED _F1" TO 2' O L� 2 LAYERS OF z 2'- 6" AS REQUIRED 10' POLY (4 mil) v TYPICAL 3' DIAMETER BY 3' DEEP PIT-- UNDER IT UNDER HYDRANT FILLED WITH A MINIMUM OF 1 C.Y. OF 1 1/4 "STEEL VALVE BOX ADAPTOR -1/2" CLEAR STONE I = WITH PROTECTIVE COATING AS MANUFACTURED BY ADAPTOR INC. OR APPROVED EQUAL MEGALUG MEGALUG MEGALUG GATE VALVE TEE MEGALUG PROVIDE 2 TE RODS AND FROM PRECAST CONCRETE BASE TEE ON WATERMAIN TO VALVE AS SPECIFIED (15"x 15% 4') PROVIDE 2 TIE RODS FROM VALVE TO HYDRANT Standard Plate Library City of Monticello Title: Typical Hydrant Installation Date: 03-05 Plate No. Revised: 03-15 2001 001 a A = D = A 35-1/4" 43" PLAN CASTING TO BE SET 0.10' CURB INLET FRAME AND CURB BOX BELOW GUTTER ELEVATION STANDARD CASTING - NEENAH R -3067-V ADJUSTING RINGS 4" MIN - 12" MAX ENCASE WITH CONCRETE MANHOLE COVER TO BE 48" DIA COLLAR 6" CRETEX TYPE II WITH 24"x 36" OPENING"15" 24" 9" I _I - CONCRETE DOGHOUSE REQUIRED ON OUTSIDE AND INSIDE OF STRUCTURE w sgg•.P) AND PIPE CONNECTION 'DIMENSION VARIES BASED ON STRUCTURE DIAMETER - RCP PIPE CONCRETE CATCH BASIN MANHOLE NOTES: AND BASE TO BE CRETEX TYPE 4338 OR APPROVED EQUAL 1. BASE TO BE GROUTED TO FORM A SMOOTH INVERT TO OUTLET. SECTION 2, PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED. CATCH BASIN MANHOLES REQUIRED IN GREEN SPACES SHALL BE CONSTRUCTED OF PRECAST CONCRETE ONLY IN ACCORDANCE WITH Mn/DOT STANDARD PLATE 4006L. THE CASTING SHALL BE NEENAH R-4342 CATCH BASIN MANHOLES LOCATED IN DRIVEWAYS SHALL BE CONSTRUCTED WITH AN ECCENTRIC TOP SLAB WITH A 27" ROUND OPENING. THE CASTING SHALL BE NEENAH R -3508-A2. Title: Standard Plate Library Catch Basin City of Monticello Manhole Date: 03-05 Plate No. Revised: 03-15 4003 ATTACH SIGN TO POST WITH APPROPRIATE STAINLESS STEEL BOLTS, WASHERS & NUTS. (TYP. AT TOP & BOTTOM OF SIGN) "HANDICAP DROP-OFF ZONE NO PARKING" 0 10 GRADE NOTES: 1. PROVIDE (1) SIGN PER ACCESS AISLE 2. SIGN MUST MEET LOCAL STANDARDS HANDICAP ACCESS ISLE NO PARKING SIGN NOT TO SCALE 5° :■ DUCKS O N- 0 N 0 N r ATTACH SIGN TO POST WITH APPROPRIATE STAINLESS STEEL BOLTS, WASHERS & NUTS. (TYP. AT TOP & BOTTOM OF SIGN) "PARKING BY DISABLED PERMIT ONLY" 0 'O "VAN ACCESSIBLE" --� SIGN GRADE NOTES: 1. PROVIDE (1) SIGN PER STALL J12. SIGN MUST MEET LOCAL STANDARDS HANDICAP PARKING SIGN NOT TO SCALE 10" DIAMETER ALL LINES 5" WIDE PROVIDE PAINTED WHEELCHAIR SYMBOL AT EACH DESIGNATED HANDICAP PARKING STALL. CENTER SYMBOL IN STALL. WHEELCHAIR SYMBOL NOT TO SCALE LOUCKS PLATE N.O. TYPICAL ADA WHEELCHAIR 203 SYMBOL & PARKING SIGN DRAWN 1/2014 WRAP PLUG WITH 4 MIL. POLY PLUG TEE AND BEND BEND PLUG NOTES: "CRETEX OR APPROVED EQUAL" WIDTH - 6' 1. THRUST BLOCKING TO BE USED FOR BEND 22 1/2' DEPTH - 6" FOR NEW DEVELOPMENTS SAME SLOPE AS ROADWAY A s:1 AND OVER. PIPE SIZE BEARING AREA I 6' 4.0 SO FT 2. THRUST BLOCKING SHALL ONLY BE USED WHERE 8' 6.0 SO FT WORKING PRESSURES ARE LESS THAN 150 PSI. 10" - 12" 12.0 SO FT 3. THRUST BLOCKS BEARING AREA TO BE POURED 16" 20.0 SO FT AGAINST UNDISTURBED SOIL City of Monticello Date: 4, POURED CONCRETE THRUST BLOCKING ASTM C-478 CLASS II D SHALL BE USED FOR 12" OR LARGER DIAMETER WATERMAIN 2" MIN 2 7-� 4. ALL PIPE JOINTS WITHIN 10 FT. OF A BEND 2' t/1 SHALL BE RESTAINED USING TIE RODS SITE UTILITY PLAN USE R-2 JOINT FOR Standard Plate Library City of Monticello Title: Blocking for Watermain Date: 03-05 Plate No. Revised: 03-1 5 2002 PAVEMENT >ECTION VARIES INIM JM 1' BEHIND =� AGG. BASE UNCY • OF BACK OF CURB CURB (IF TOTAL THICKNESS OF SECTION ALLOWS) 12" _ 8" s 20" 30 - SPECIFICATION SPECIFICATION NOTES: 1. UPON COMPLETION, CURBING SHOULD BE SPRAYED WITH A MEMBRANE CURING COMPOUND PER MNDOT 3754. 2. EXPANSION JOINTS AT MAX. SPACING OF 200'. 3. CONSTRUCT IN ACCORDANCE WITH MNDOT 2531. LOUCKS PLATE N.O. LOUCKS FLAT CURB AND 2012 NOEGUTTER (12") DRAWN 1/2014 EXISTING (OR FINISHED) GRADE PLUGGED END 4' NOTES: 1. RE -USE EXISTING AIR BLEED LINES AND PLUGS 1" CORPORATION STOP ON PROPOSED STUBS. INSTALLATION TO BE MADE AT NO ADDITIONAL COMPENSATION. FURNISH NEW GASKETS WHERE REQUIRED. 2. NEW LINES WILL BE PAID FOR AT UNIT PRICE BID FOR 1" COPPER AND 1" CORPORATION STOP. ALL OTHER WATERMAIN WORK TO BE INCIDENTAL TO THE PROJECT. 1" COPPER PLUGGED END AIR BLEED DETAIL STEEL T -STYLE FENCE POST PAINTED BLUE WITH AN OIL BASED PAINT AND MINIMUM 2" REFLECTORIZED TAPE (ENGINEER GRADE) AT THE TOP OF THE POST TO MARK VALVE BOX. TO BE INSTALLED AT THE TIME OF VALVE BOX INSTALLATION (INCIDENTAL) 4' NOTE: GROUND LINE IF GATE VALVE BOXES ARE EXTENDED, THERE SHALL E G. AGATE VALVE NUT EXTENSION TO 7 WITHIN FINISHED GRADE AND ATTACHED TO THE GATE VALVE NUT L J VALVE BCx tt -I- 1/2" RUBBER CASKET INSTALLED BETWEEN THE GATE VALVE AND MIN 7.5 COVER (UNLESS GATE VALVE ADAPTOR OTHERWISE NOTED) 1/4" STEEL VALVE BOX ADAPTOR WITH PROTECTIVE COATING AS 1/2 CU. YD. GRAVEL MANUFACTURED BY ADAPTOR INC. OR APPROVED EQUAL WATERMAIN __J GATE VALVE J WATERMAIN VALVE BOX INSTALLATION Standard Plate Library City of Monticello Title: Air Bleed Detail And Valve Box Installation Date: 03-05 Plate No. Revised: 03-15 2003 CONCRETE CURB AND GUTTER ° /a ° a s d a 7E(' PANS ION INTS EXPANSION JOINTS AB 6 1 4 q a CONCRETE TO BE EXPANSION EXPANSIONPOURED INTEGRALLY JOINTS JOINTS WITH CURB PLAN 7 B618 CONCRETE CURB AND GUTTER \ VARIABLE a A I 7 I/4 PER RN ,4 "/F'T' 17" MIN. 3 a a„ n WIDTH VARIES- (- - 5' MIN. d- 18" SECTION B -B SECTION A -A Standard Plate Library City of Monticello Title: Commercial Driveway Entrance Date: 03-05 Plate No. Revised: 03-15 5008 / • O l l 'O 1.5" BIT. WEARING COURSE MN/DOT SPEC. 2360 MVWE35035 2357 TACK COAT 2" BITUMINOUS NON -WEAR COURSE MN/DOT SPEC. 2360 MVNW35035 8" AGG. BASE CLASS 5 MN/DOT SPEC. 3138 (100% CRUSHED) APPROVED SUBGRADE (SEE GEOTECHNICAL REPORT) LIGHT DUTY BITUMINOUS SECTION 2" BIT. WEARING COURSE MN/DOT SPEC. 2360 MVWE35035 2357 TACK COAT 2" BITUMINOUS NON -WEAR COURSE MN/DOT SPEC. 2360 MVNW35035 10" AGG. BASE CLASS 5 MN/DOT SPEC. 3138 (100% CRUSHED) APPROVED SUBGRADE (SEE GEOTECHNICAL REPORT) HEAVY DUTY BITUMINOUS SECTION PAVEMENT SECTION BASED ON GEOTECHNICAL REPORT BY X DATED X/X/X i■ LOUCKS BITUMINOUS PAVEMENT SECTION LOUCKS PLATE N.O. 2031 DRAWN 1/2014 CHIMNEY SEALS (INTERNAL OR EXTERNAL) "CRETEX OR APPROVED EQUAL" WIDTH - 6' STANDARD MANHOLE DEPTH - 6" FOR NEW DEVELOPMENTS SAME SLOPE AS ROADWAY A s:1 GROUTING BETWEEN PIPE AND HORIZONTAL MANHOLE BARREL SHALL BE WITH NON -SHRINKING CEMENT (FORMS MAY BE TILTED) - REVERSE SLOPE GUTTER SECTION DIVIDER PLATE 3"R --H --A70 Z D D 0 1 0 r1/2"g ADJUSTING RINGS 3� / MIN 4" - MAX 12" 3"R SLOPE 0.05 FT/FT - Standard Plate Library 6" 13 1/2 " City of Monticello Date: () O N ASTM C-478 CLASS II D SLOPE 3/4"/FT 2" MIN 2 7-� m 2' t/1 i SITE UTILITY PLAN USE R-2 JOINT FOR SITE DETAILS HORIZONTAL / U -4NE STEPS AT 16" OC� MNDOT SLOPE 0.05 FT/FT NORMAL, UNLESS i STANDARD PLATE NO. 7100 H OTHERWISE SPECIFIED, IF A DIFFERENT SPECIFICATION REFERENCE 2531 GUTTER SLOPE IS PERMITTED, THE FORM CONCRETE - 0.0474 CU YDS / LIN FT (B612) MAY BE TILTED B612 CONCRETE CURB & GUTTER CONCRETE - 21.1 FT / CU. YDS. (0612) DIVIDER PLATE 3'R PRECAST GASKET CONNECTION SHALL BE USED 1 6" FOR CONNECTION PIPE TO MANHOLE 3 V �1/2P a a > 3"R 6" 13 1/2 " SLOPE 0.06 Fr/FT O 6" MIN L PRECAST BOTTOM SECTION OR SLOPE 3/4"/FT 2" MIN � 2 7' � • -� #5 AT 12" OC EACH WAY HORIZONTAL LINE > MNDOT jU SLOPE 0.06 FT/FT NORMAL, UNLESS STANDARD PLATE NO. 7100 H OTHERWISE SPECIFIED. IF A DIFFERENT SPECIFICATION REFERENCE 2531 GUTTER SLOPE IS PERMITTED, THE FORM CONCRETE - 0.0582 CU YDS / LIN FT (B618) MAY BE TILTED B618 CONCRETE CURB & GUTTER CONCRETE - 17.2 Fr / CU.YDS. (6618) 12" 3/4 " / PER Fr 1 1/2 " R 1/2 " R Y" 3A 7" ID" HORIZONTAL LINE - - - - - - - 2-- 0" MODIFIED DESIGN "D" CURB & GUTTER Title: Concrete Curb & Gutter Standard Plate Library for Streets City of Monticello Date: Plate No. 03-05 5005 Revised: 03-15 PAVEMENT >ECTION VARIES INIM JM 1' BEHIND =� AGG. BASE UNCY • OF BACK OF CURB CURB (IF TOTAL THICKNESS OF SECTION ALLOWS) 12" _ 8" s 20" 30 - SPECIFICATION SPECIFICATION NOTES: 1. UPON COMPLETION, CURBING SHOULD BE SPRAYED WITH A MEMBRANE CURING COMPOUND PER MNDOT 3754. 2. EXPANSION JOINTS AT MAX. SPACING OF 200'. 3. CONSTRUCT IN ACCORDANCE WITH MNDOT 2531. LOUCKS PLATE N.O. LOUCKS FLAT CURB AND 2012 NOEGUTTER (12") DRAWN 1/2014 EXISTING (OR FINISHED) GRADE PLUGGED END 4' NOTES: 1. RE -USE EXISTING AIR BLEED LINES AND PLUGS 1" CORPORATION STOP ON PROPOSED STUBS. INSTALLATION TO BE MADE AT NO ADDITIONAL COMPENSATION. FURNISH NEW GASKETS WHERE REQUIRED. 2. NEW LINES WILL BE PAID FOR AT UNIT PRICE BID FOR 1" COPPER AND 1" CORPORATION STOP. ALL OTHER WATERMAIN WORK TO BE INCIDENTAL TO THE PROJECT. 1" COPPER PLUGGED END AIR BLEED DETAIL STEEL T -STYLE FENCE POST PAINTED BLUE WITH AN OIL BASED PAINT AND MINIMUM 2" REFLECTORIZED TAPE (ENGINEER GRADE) AT THE TOP OF THE POST TO MARK VALVE BOX. TO BE INSTALLED AT THE TIME OF VALVE BOX INSTALLATION (INCIDENTAL) 4' NOTE: GROUND LINE IF GATE VALVE BOXES ARE EXTENDED, THERE SHALL E G. AGATE VALVE NUT EXTENSION TO 7 WITHIN FINISHED GRADE AND ATTACHED TO THE GATE VALVE NUT L J VALVE BCx tt -I- 1/2" RUBBER CASKET INSTALLED BETWEEN THE GATE VALVE AND MIN 7.5 COVER (UNLESS GATE VALVE ADAPTOR OTHERWISE NOTED) 1/4" STEEL VALVE BOX ADAPTOR WITH PROTECTIVE COATING AS 1/2 CU. YD. GRAVEL MANUFACTURED BY ADAPTOR INC. OR APPROVED EQUAL WATERMAIN __J GATE VALVE J WATERMAIN VALVE BOX INSTALLATION Standard Plate Library City of Monticello Title: Air Bleed Detail And Valve Box Installation Date: 03-05 Plate No. Revised: 03-15 2003 CONCRETE CURB AND GUTTER ° /a ° a s d a 7E(' PANS ION INTS EXPANSION JOINTS AB 6 1 4 q a CONCRETE TO BE EXPANSION EXPANSIONPOURED INTEGRALLY JOINTS JOINTS WITH CURB PLAN 7 B618 CONCRETE CURB AND GUTTER \ VARIABLE a A I 7 I/4 PER RN ,4 "/F'T' 17" MIN. 3 a a„ n WIDTH VARIES- (- - 5' MIN. d- 18" SECTION B -B SECTION A -A Standard Plate Library City of Monticello Title: Commercial Driveway Entrance Date: 03-05 Plate No. Revised: 03-15 5008 / • O l l 'O 1.5" BIT. WEARING COURSE MN/DOT SPEC. 2360 MVWE35035 2357 TACK COAT 2" BITUMINOUS NON -WEAR COURSE MN/DOT SPEC. 2360 MVNW35035 8" AGG. BASE CLASS 5 MN/DOT SPEC. 3138 (100% CRUSHED) APPROVED SUBGRADE (SEE GEOTECHNICAL REPORT) LIGHT DUTY BITUMINOUS SECTION 2" BIT. WEARING COURSE MN/DOT SPEC. 2360 MVWE35035 2357 TACK COAT 2" BITUMINOUS NON -WEAR COURSE MN/DOT SPEC. 2360 MVNW35035 10" AGG. BASE CLASS 5 MN/DOT SPEC. 3138 (100% CRUSHED) APPROVED SUBGRADE (SEE GEOTECHNICAL REPORT) HEAVY DUTY BITUMINOUS SECTION PAVEMENT SECTION BASED ON GEOTECHNICAL REPORT BY X DATED X/X/X i■ LOUCKS BITUMINOUS PAVEMENT SECTION LOUCKS PLATE N.O. 2031 DRAWN 1/2014 CHIMNEY SEALS (INTERNAL OR EXTERNAL) "CRETEX OR APPROVED EQUAL" WIDTH - 6' STANDARD MANHOLE DEPTH - 6" FOR NEW DEVELOPMENTS FRAME AND COVER GROUTING BETWEEN PIPE AND AT DRIVEWAYS AND CROSSWALKS MANHOLE BARREL SHALL BE WITH NON -SHRINKING CEMENT Z OZ G)D - �OZOc�nZ ALL MANHOLES WITH --H --A70 Z D D 0 *MATCH EXISTING DEPTH, 4" MINIMUM ADJUSTING RINGS INSIDE DROP SECTION W >=nm n T m N MIN 4" - MAX 12" SHALL BE 5- DIA (I.D.) 2T DIA Standard Plate Library = m City of Monticello Date: MANHOLE SECTION () O N ASTM C-478 CLASS II D CIRCULAR REINF o ° Revised: LATEST REVISION m C3-3 t/1 48" DIA SITE UTILITY PLAN USE R-2 JOINT FOR SITE DETAILS ALL MANHOLE JOINTS STEPS AT 16" OC� B" 'CRE-SEAL","RESEAL', OR APPROVED EQUAL o PRECAST GASKET CONNECTION SHALL BE USED FOR CONNECTION PIPE TO MANHOLE m � III VARIABLE a a > MAX. 24' 6" MIN L PRECAST BOTTOM SECTION WITH INVERT -� #5 AT 12" OC EACH WAY STANDARD MANHOLE FOR SANITARY SEWER NO SCALE NOTES: MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS -1 -PF (BY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA REGULATIONS AND SPACED 16" OC. 02 IF DROP IS GREATER THAN 24" INCHES, USE OUTSIDE DROP. Standard Plate Library City of Monticello B',6 Title: Standard Sanitary Manhole Date: 03-05 Plate No. Revised: 03-15 3001 CONTRACTION JOINTS 1' P�OpE�� L1NE 12" GRANULAR BORROW - 4" OR 6" CONCRETE WALK BOULEVARD WIDTH VARIES(AVERAGE 8') SIDEWALK DIMENSIONS n�D� WIDTH - 6' cn (A �G)m0 DEPTH - 6" FOR NEW DEVELOPMENTS Z � n - *4" MINIMUM FOR EXISTING AREAS, 6" AT DRIVEWAYS AND CROSSWALKS GRANULAR BORROW DEPTH - 12" Z OZ G)D CONTRACTION JOINTS - 6' INTERVALS �OZOc�nZ EXPANSION JOINTS - 60' INTERVALS (APPROX.) --H --A70 Z D D 0 *MATCH EXISTING DEPTH, 4" MINIMUM E:Z T r Title: W >=nm n T m N SRT Typical Sidewalk Standard Plate Library = m City of Monticello Date: Plate No. () O N 03-05 D 5 012 Revised: 03-15 FREE DRAINING ANGULAR WASHED STONE 2" TO 3" MAX. FILTER FABRIC PARTICLE SIZE NO SEPARATOR CARBONATE IE= 953.` (2) 100 LF OF 48" 6" PERFORATED IE= 953.0 CMP WITH (2) " 24„ HEADERS SEE 12 4g" 12 48" CMP 48" CMP 12 SHEET C4-1 FOR LAYOUT I E= 949.0 6, IE= 948.5 18" � 12" FREE DRAINING IE= 947.0 GRAVEL SAND (GW, GP, GM OR SW) FILTER ix"'O" PARTICLE SIZE - FABRIC 4" SLOTTED SINGLE WALL 0.02-0.04 INCHES SEPARATOR HDPE PIPING WITH CIRCULAR KNIT POLYMERIC FILAMENT FILTER SOCK PER ASTM D6707-01 NOTES 1. CONTRACTOR SHALL INSTALL REQUIRED CMP, PIPE BENDS AND TEES TO CONNECT PIPES AT THE LIMITS OF THE UNDERGROUND PIPE SYSTEM FOOTPRINT. (SEE UTILITY PLAN) 2. 4" PVC DRAINTILE SHALL FOLLOW 48" CMP PIPES AS SHOW ABOVE AROUND THE PERIMETER OF THE PIPE SYSTEM. CONTRACTOR SHALL INSTALL TEES AS NECESSARY TO CONNECT DRAINTILE OUTLET MANHOLE. :■ LOUCKS 48" STORM VAULT LOUCKS PLATE N.O. A - O - q D 35 1/4 43" CURB INLET FRAME AND CURB BOX = O = NEENAH NO. R -3067-V I I PLAN 4" CONCRETE COLLAR ALL STORM SEWER CASTING ELEVATIONS SHOWN ON THE PLANS HAVE BEEN DEPRESSED 0.10' BELOW GUTTER ELEVATION (SEE DETAIL 5003) ADJUSTING RINGS 4" MIN - 12' MAX ENCASE IN CONCRETE e° COLLAR USE CONCRETE CURB MIX FOR COLLAR 24" FINISH - GRADE 2� 31" ' 2"A 3'- 6' 5" 34" , 4" MIN. I� 4" CONCRETE COLLAR NOTES: SECTION A -A POUR A 3" TO 4" CONCRETE COLLAR AROUND RINGS EXTENDING FROM THE CASTING TO THE PRECAST SECTION CATCH BASINS LOCATED IN DRIVEWAYS SHALL BE TYPE MnDOT DESIGN H. THE CASTING SHALL BE NEENAH R -3508-A2. :■ LOUCKS Standard Plate Library City of Monticello Title: Standard Catch Basin Date: 03-05 Plate No. Revised: 03-15 4002 18' 0" = 1 SEE PLAN ---- t, TYPICAL ADA PARKING 11 n�D� under my direct supervision and that cn (A �G)m0 04 Z Z Z � n P Ln O n m r - Z OZ G)D _-qM* �OZOc�nZ M- m 2 --H --A70 Z D D 0 T D E:Z T r C» m W >=nm n T m N SRT Z � Z -0 Z = m m = 0 Ul () O N O N TYPICAL ADA PARKING 11 prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the 04 Z Z Minnesota. P Ln O n PJ Disch - PE O 49933 V O N 4_1-0 Z Loucks Project No. 16528A Project Lead PJD n SRT ATI � Z -0 Z N m = _N () O N 00 FN D O N n rm m C3-3 t/1 LOUCKS PLATE Nn. 2035 DRAWN 1/2014 u LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. "ill-iPI11 ■I_\AI:�aV F•'f [•]► F�"1■ 12/21/16 CITY SUBMITTAL I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. PJ Disch - PE License No. 49933 Date X • • -• Loucks Project No. 16528A Project Lead PJD Drawn By SRT Checked By PJD Review Date X C1-1 EXISTING CONDITIONS C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-3 SWPPP NOTES C4-1 SITE UTILITY PLAN C8-1 SITE DETAILS Luminaire Schedule Symbol Qty ON 4 ON 1 Label Arrangement LLF Description Arr. Watts Lum. Lumens AA SINGLE 0.900 MCGRAW GLEON-AF-04-LED-EI-5WQ MOUNT ON 25FT POLE WITH 3FT ABSE 225 25291 BB SINGLE 0.900 MCGRAW GLEON-AF-04-LED-EI-T3 MOUNT ON 25FT POLE WITH 3FT BASE 225 24017 Calculation Summary Label SITE GROUND PARKING PARKING HC PROOF OF PARKIGN NORTH Luminaire Location Summary LumNo Label 26 AA 27 AA 28 AA 29 AA 30 BB GENERAL NOTES: CalcType Units Avg Max Min Avg/Min Max/Min Illuminance Fc 1.30 4.1 0.0 N.A. N.A. Illuminance Fc 2.67 3.7 1.1 2.43 3.36 Illuminance Fc 1.47 1.8 1.1 1.34 1.64 Illuminance Fc 0.89 1.1 0.6 1.48 1.83 GLEON SERIES A. PULSE PRODUCTS DOES NOT ASSUME RESPONSIBILITY FOR THE INTERPRETATION OF THIS CALCULATION OR COMPLAINCE TO THE LOCAL, STATE, OR FEDERAL LIGHTNG CODES OR ORDINANCES. X Y Z Orient Tilt 233.5 301.4 28 90 0 129.7 296.3 28 90 0 128.3 231.6 28 90 0 210.1 232 28 90 0 131.6 157.5 28 168.336 0 B. LIGHTING LAYOUT IS NOT INTENDED FOR CONSTRUCTION DOCUMENTS BUT ONLY TO ILLUSTRATE THE PERFORMANCE OF THE PRODUCT. C. ALL READINGS/CALCULATIONS SHOWN ARE SHOWN ON OBJECTS/SURFACES. D. MN ENERGY CODE MEET FOR LPD BUILDING METHOD OFFICE 0.9 LPW ALLOWED. MEETING MN ENERGY CODE WOULD REQUIRE: 1. 0-10V DIM CONTROL FOR BI -LEVEL REQUIRED. 2. SENSORS IN ALL PRIVATE OFFICES AND RESTROOMS 3. AUTOMATIC OFF THROUGHOUT OPEN AREAS. 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.5 0.4 0.4 0.4 0.3 0.3 0.5 fc U.2 0.z u.a 16.3 3.4 3.4 QF _ ^ ^ F n F 0 R 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.5 0.5 0.5 0.4 0.2 0.3 0.4 0.4 0.5 0.6 0.1` 07 0.7 0.7 0.8 0.8 0.9 0.9 0.9 0.9 09 (.8 0.8 0.8 1 0.7 ' 0.7 1 0.6 0.5 0.2 0.3 0.4 0.6 0.7 0.8 0.3 09 0.9 0.9 1.0 1.0 1.1 1.1 1.1 1. 1 1 1.0 1.0 0.9 0.9 0.8 0.7 0.3 0.4/Of).ic 0.'' 0.8 1.0 1.1 4 1.2 1.3 1.3 1.4 1.4 1.4 1.4 1.4 1.4 1.3 1.3 1. 0. DIMS _ _ _ _ l� 0.3 0.5 0.6 OJi U 1.4 I R r 1 c 7 1-h I.b 1.n i.7 i.7 -i.8 1.8 1.7 1.5 1.4 1.2 0 9 0.3 0.4 0.5 0.7 0.i 1.1 1.4 ((3.7 1.9 1-1- 11 21 1-1 j R 19 2.1 2.1 1 2.0 1.8 1.6 1.3 0 0.3 0.4 0.6 0.8 /ul 1 a 17 2.0 2.2 2.4 2.4 2.4 2.(� 2.2 L1 2.1 2.2 2.4 2.4 2.4 2.0 1.8 1.5 1.1 0.3 0.5 0.7 0. 1.' I 1.4 1.13 2.2 2.4 11 � A 7 -__2.7 _- 2 24 ".3 2.3 2.4 2.6 2.1 ' 2.7 .6 2.2 2. 1.2 0.3 0.5 0.7 .0 1.;! 1.6 2.0 2.4 2.6 2.9 2.9 2.9 2.9 27 ".6 2.5 2.6 2.7 2.7 2.6 2.5 2.3 1 1. 0. 0.3 0.5 0.8 1.0 1 � 1.7 2.1 2.5 2.7 / 2.9 3.0 3.1) 29 2.8 2.7 2.7 2.7 2.7 2.5 2.3 2.0 1.6 1.2 1 0. 0.3 0.5 0.8 1.1 1 1 1.8 2.2 2.5 2.8 3.0 3.1 3.0 3.1 3.1 3.0 2.9 2.9 2. 2.7 2.6 2.4 2.1 1.8 1.5 1. 0. 0.3 0.5 0.8 1.1 1 = 1.9 2.3 2.6 2.9 3.1 3.2 3.1 3.1 3.1 3.1 3.1 3.0 .9 2.7 2.5 2.3 2.0 1.7 1 1.1 02.25 fc0.3 0.5 0.8 1.1 1.? 1.9 2.3 2.7 3.03.2 3.3 3..1 3,1 0 3.0 3.1 3.1 I 2.9 2.5 2.2 .9 1.5 1.3 .0 0.3 5ifc 0.7 1.0 1 1.9 2.4 2.9 3.1 3.4 3.4 3.;1 31 1'.9 3.0 3.0 3.0 I 3.0 .7 2.4 2.2 /ff!8 1. p 0.9 ® A ® A 0.3 0.5 0.7 .0 1 1.8 2.5 3.0 3.3 3.7 3.5 3.- 30 2.7 2.8 2.9 2.8 2.9 2.6 2.3 ^ 1.6 .0 0.8 0.3 0.5 0.7 0. 11 1 4 P 6 3.2 3.5 3.7 3.7 3.:3 27 2.4 2.5 2.6 2.6 2.3 2.1 1/h8 4 1.1 0.9 0.7 �J 0.3 0.4 0.6 0.9 L� L.7 3.3 3.6 3.9 3.9 3.2 2.4 2.2 2.2 2.3 2.2 2.2 2.0 1.8 1.6 1 0.8 .6 0.2 0.4 0.5 0.8 . 2.0 2.83.7 4.0 4.1 2.8 2.1 2.0 2.0 1.9 1.8 1.7 1.6 �1.3 0.9 0.7 0.5 0.2 0.3 b.5 0.8 .3 A Q 3.6 3.7 1.3 1.2 1.1 AM 0.9 0.7 0.6 0.4 0.2 ` 0.3 0.5 0.8 1.3 2.0 b 3.8 3.7 3.6 3.8 1.9 1.5 1.5 1.4 1.3 1.2 1:0' 0 0.9 0.8 0.7 0.6 0.5 0.4 APP( �R( 0.2 0.3 OI .5 fc 0.8 I fc 1.3 2.1 2 4.1 3. 3.3 3.4 1.8 1.4 1.2 1.1/1.0 0.9 0.8 0.8 0.7 0.6 0 5 0.5 0.4 0.3 I I R - 0.2 0.2 0.4 0.7 1.3 2.1 3.3 4.0 31' "3-5 1.8 1.2 1.0 0.8 0.8 0.7 0.6 .5 0.5 0.4 0.4 0.3 0.2 0.1 0.2 0.4 0.7 1.3 2.1 3.1 3.4 .1 3.2 2.8 1.4 0.9 0.7 0.6 0.6 .5 0.5 0.4 0.4 0.3 0.3 0.2 0.2 I O 1 0.2 0.3 0.7 1.3 .0 2.8 2.9 3.0 1.6 U.� 0.7 0. c0.4 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.7 1.2 1.8 2.3 2.890 c 0.8 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.1 0.1 I1 I 0.3 0.6 1.1 1.5 1.8 2.1 2.5 1.8 0.1 0.3 0.5 0.9 1.2 1.4 1.7 1.8 0.2 0. 0.7 0.9 1.2 .1 .6 1 fc L 0.2 0.3 0.5 ' 0.6 0.7 0.7 tya 0.3 0. 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3- 0.4 0.4 0.4 -0:3_ _ 0.2 10.1 0.0 Plan View Scale: 1 inch= 30 Ft. X62. (D E O 0 (z 0 U3 Revisions z 0 5 PAGE 1 OF 1 Q Z w Ccw c p 'Q v) C. L • , m CO W -0 (% \ //) Q CZ" Q U T ^ } ^, Cz C/) z 0 5 PAGE 1 OF 1 I Z V�AIT INN I)MIL No 5cal e C�NT7 rl TPI�F IN HOLF 5TAKIN6 @ CONfPACTOp' 5 OP110N TFFF5 2 TO 3 2- 2x2 5TAKP5 2' IN CROUNP IN LINP W/ TPIUNK TPF5 LAkCiFF, THAN 3'' 3- 2x2 5TAK�5 21N CROUNP SQUALLY 5PACPP 120 P7 6.AFOUNP T PIE: Wp,Ap fr,�� TO FIP,5T LAtM 13P,ANCHIN6 GALL ONLY) 3'LAtP, WOOF CHIP MULCH TOP OF BALL TO P3 1'' -2 A13OVE FIN6H�P 6kAPF FIN15H�P GpAP� 5AUCFF P�ANI1N6 501L BACKFILL UNPI51"Uk31�17 �45T1NG 501L 5WO PLANVNG PFTAL No 5cal e 10 3`LAYM WOOF CHIP MULCH TOP OF BALL TO 13� 1'' -2 A30V� `145N�b 6PAPF FIN15H�P 6FAP� 5AUCFp P�AN11N6 501L BACKFILL UNb151U1'13P17 P4511N6 501L �r SOD r-------------7 ---- T ---- 7 ---- r ----I ---- 7 ---- T ---- T ----r ---- r----�---- 7 ---- T ---- T---- I I I I I I I I I I I I I I I I I r ----I------ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I !SOD S O D I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I a _ I SOD 4 /d 0 a SODv a � JTL SOD TT`I JTL 1 � SOD JTL 1 SGJ 20 I ICL 14 v l CH 1 AP � �1 -lual vers _ a � � a rrls_�OD �'7 �' Deegan Court (Originally Platted As Wolters Circle) REQUIRED PLANT MATERIALS SITE AREA = 72,666 S.F. = 1.67 AC 10 CALIPER INCHES + 1 EVERGREEN TREE PER ACRE 1.67 X 10 CAL. IN. + 1 EV. TREE = 16.7 CAL. IN. + 2 EV. TREES REQUIRED: 16.7 CAL. IN. + 2 EV. TREES PROVIDED: 17.5 CAL. IN. + 2 EV. TREES BUILDING PERIMETER = 442 L.F. 2 SHRUBS PER 10 L.F. OF BUILDING PERIMETER 442/10 = 44.2 X 2 = 88 SHRUBS REQUIRED: 88 SHRUBS PROVIDED: 88 SHRUBS PLANT LIST: Site Plantings QTY. KEY BOTANICAL NAME COMMON NAME SIZE/ROOT TREES 2 SGM Acer x freemanii 'Sienna' Sienna Glen Maple 2" B&B 2 CH Celtis occidentalis Common Hackberry 2" B&B 1 SH Gleditsia triacanthos inermis 'Suncole' Skyline Honeylocust 2" B&B 5 JTL Syringa reticulata Japanese Tree Lilac 1-1/2" B&B TOTAL CAL. IN. = 17.5 / 2 AP Pinus nigra Austrian Pine 6' B&B SHRUBS / 14 CL Syringa vulgaris Common Purple Lilac 5 Gal. Pot 9 DWE Euonymus alatus 'Compacta' Dwarf Winged Euonymus 5 Gal. Pot 11 AH Hydrangea arborescens 'Annabelle' Annabelle Hydrangea 5 Gal. Pot 10 GMS Spiraea x bumalda 'Goldmound' Goldmound Spirea 3 Gal. Pot 20 SGJ Viburnum chinensis 'Sea Green' Sea Green Juniper 5 Gal. Pot 24 SJ Juniperus sabina 'Scandia' Scandia Juniper 5 Gal. Pot PERENNIALS & ORNAMENTAL GRASSES 16 KFG Calamagrostis acutiflora 'Karl Forester' Karl Forester Feather Reed Grass 3 Gal. Pot 12 D Hemerocallis, sp. Pardon Me Daylily 1 Gal. Pot SOD Sod in all areas noted. Drought tolerant Highland sod. PLANTING NOTES: AH 11 WSJ 10D KFG 12 4 SG M 1 � SG soy 1 n. PROPOSED DWE BUILDING FFE - 961.00 9 SJ 14 KFG GSM 12` 10 FA Contractor shall provide two year guarantee of all plant materials. The guarantee begins on the date of the Owner's written acceptance of the initial planting. Replacement plant materials shall also have a one year guarantee commencing upon re—planting. All plants to be northern—grown and hardy. Use minimum 12" loam planting soil on trees and 6" on shrubs. Contractor shall verify locations with all utililies prior to installation of plants. Trees locations may need to adjusted to avoid utilities, traffic sightlines, signage, signage sightlines, or light fixtures. All landscaping and sod areas shall be irrigated with an underground sprinkler. Staking of trees optional; reposition if not plumb after one year. Wrap all smooth—barked trees—fasten top and bottom. Remove by April 1. Open top of burlap on BB materials; remove pot on potted plants; split and break apart peat pots. Prune plants as necessary — per standard nursery practice. Owner shall be responsible for maintenance after acceptance of the work by the Owner. Plants shall be immediately planted upon arrival at site. Properly heel—in materials if necessary. All disturbed areas to be sodded unless otherwise noted. Sod shall be northern grown and hardy. Sod shall be installed on all disturbed areas including the boulevard areas. Foundation plantings shall be located and may need to be field adjusted to fit with the architectural design of the building. Plants are to be centered and spaced to fit windows, wall sections, parking signs, and/or other site furnishings or features. When in doubt of placement, check with Landscape Architect. Planting beds for shrubs shall have 3" — 4" of 3/4" dia. gray trap rock mulch. Thinner layer of mulch to be used around perennials. Use 4 mil black poly as weed barrier. No weed barrier to be used around annuals, perennials, and ornamental grasses. Edging shall be a minimum of 4" vertical (commercial grade) black steel edging. The edging shall be placed in straight lines or smooth curves according to the drawing, and staked properly. Use edging to spearate annual flower beds from mulched areas and in all shrub beds adjacent to sod. All planting beds to be treated with Preen or an approved weed pre—emergent. Double shredded dark brown hardwood mulch 4" deep shall be provided around all new trees. Contractor shall design the annual beds and give a list and price for all initial flowers to be installed. Soils shall be amended, roto—tilled, and properly fertilized to support annual flowers. 019-M oy / o / y oy / oy WARNING: 0 20 40 %7mmm SCALE IN FEET CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. BRODSHO CONSULTING Landscape Architecture Site Planning 698 NORTHBRIDGE COURT EAGAN, MN 55123 PHONE: 651-688-8023 FAX: 651-994-4792 CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 12/21/16 CITY SUBMITTAL 'hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed Landscape Architect under the laws of the State of Minnesota. Debra Brodsho REG. Nn. 23849 DATE 12/2111e, q • q Project Lead Checked By L1-1 LANDSCAPE PLAN / / / / / / / / / Contractor shall provide two year guarantee of all plant materials. The guarantee begins on the date of the Owner's written acceptance of the initial planting. Replacement plant materials shall also have a one year guarantee commencing upon re—planting. All plants to be northern—grown and hardy. Use minimum 12" loam planting soil on trees and 6" on shrubs. Contractor shall verify locations with all utililies prior to installation of plants. Trees locations may need to adjusted to avoid utilities, traffic sightlines, signage, signage sightlines, or light fixtures. All landscaping and sod areas shall be irrigated with an underground sprinkler. Staking of trees optional; reposition if not plumb after one year. Wrap all smooth—barked trees—fasten top and bottom. Remove by April 1. Open top of burlap on BB materials; remove pot on potted plants; split and break apart peat pots. Prune plants as necessary — per standard nursery practice. Owner shall be responsible for maintenance after acceptance of the work by the Owner. Plants shall be immediately planted upon arrival at site. Properly heel—in materials if necessary. All disturbed areas to be sodded unless otherwise noted. Sod shall be northern grown and hardy. Sod shall be installed on all disturbed areas including the boulevard areas. Foundation plantings shall be located and may need to be field adjusted to fit with the architectural design of the building. Plants are to be centered and spaced to fit windows, wall sections, parking signs, and/or other site furnishings or features. When in doubt of placement, check with Landscape Architect. Planting beds for shrubs shall have 3" — 4" of 3/4" dia. gray trap rock mulch. Thinner layer of mulch to be used around perennials. Use 4 mil black poly as weed barrier. No weed barrier to be used around annuals, perennials, and ornamental grasses. Edging shall be a minimum of 4" vertical (commercial grade) black steel edging. The edging shall be placed in straight lines or smooth curves according to the drawing, and staked properly. Use edging to spearate annual flower beds from mulched areas and in all shrub beds adjacent to sod. All planting beds to be treated with Preen or an approved weed pre—emergent. Double shredded dark brown hardwood mulch 4" deep shall be provided around all new trees. Contractor shall design the annual beds and give a list and price for all initial flowers to be installed. Soils shall be amended, roto—tilled, and properly fertilized to support annual flowers. 019-M oy / o / y oy / oy WARNING: 0 20 40 %7mmm SCALE IN FEET CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. BRODSHO CONSULTING Landscape Architecture Site Planning 698 NORTHBRIDGE COURT EAGAN, MN 55123 PHONE: 651-688-8023 FAX: 651-994-4792 CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 12/21/16 CITY SUBMITTAL 'hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed Landscape Architect under the laws of the State of Minnesota. Debra Brodsho REG. Nn. 23849 DATE 12/2111e, q • q Project Lead Checked By L1-1 LANDSCAPE PLAN PRELIMINARY FLOOR PLAN 1/8" = 1'-0" PP02 PRELIMINARY FLOOR PLAN Icc 4 I I 1 DATE: 12/12/16 N SCALE: 1/8" = 1'-0" (+ THE interiors architecture DATE: 12/12/16 N SCALE: 1/8" = 1'-0" (+ THE interiors architecture O B PAINTED ALUMINUM CORNICE BUILDING NAME I I BRICK PAINTED ALUMINUM CORNICE T EFIS ANODIZED ALUM. WINDOW FRAME W/ TINTED WINDOW GLAZING PAINTED SILL PAINTED CMU SLIDING STOREFRONT ENTRY DOORS PRELIMINARY ELEVATION - WEST 1/8" =1'-0" 2 PRELIMINARY ELEVATION - NORTH 1/8" =1'-0" PARAPET A 122'- 4” PARAPET B 118'-0" PARAPET C — — � 116'-0" OL _ROOF ANOP " T.O. CANOPY 114'-0" VESTIBULE GLAZING — \112'-0" T.O. WINDOW 109'- 2" T.O. WINDOW SILL 103' - 4" T.O. GLAZING SILL 101'-4" PARAPET A A 122' - 4" �� 17.10:' �" A _ Il . �' ` `a — i.- !r a— {� wr: i wi 3 PRELIMINARY ELEVATION - EAST 1/8" =1'-0" 0) 20 30 40 PARAPET A 122'- 4" PARAPET B 118'-0" PARAPET C 116'-0" i — — L — — — I ROOF _ — — — _ — — — — 114'-7" T.O. CANOPY 114'-0" — — — � — — VESTIBULE GLAZING 112'-0" I I I T.O. WINDOW 109'- 2" T.O. WINDOWSILL 103' - 4" T.O. GLAZING SILL 101'-4" 100--0" 4 PRELIMINARY ELEVATION - SOUTH 1/81, = 1'-0" ATE: 12/12/16 PP03 PRELIMINARY ELEVATIONS ",„D;C,rEp I: I I l I I (- INTERNALLY LIT SIGN CABINET - iLU - Q U_ - Y v o V o PRE FINISHED CONCRETE CAP 1'- 6" c=n ILL 3" 1'- 0" Y I. I. I I + L�----J FA 1' - 4" FINISH BRICK F tE 1'- 6" PARAPET B 118'-0" PARAPET C 116'-0" ROOF 114'-7" I T.O. CANOPY 114'-0" z ESTIBULE GLAZING INTERNALLY LIT SIGN CABINET 112'-0" \ o T.O. WINDOW T.O. WINDO SILL 103' - 4" — T.O. GLAZING SILL GV - 4" 101'-4" — — 1011'' IF 1 UU' O� �� 17.10:' �" A _ Il . �' ` `a — i.- !r a— {� wr: i wi 3 PRELIMINARY ELEVATION - EAST 1/8" =1'-0" 0) 20 30 40 PARAPET A 122'- 4" PARAPET B 118'-0" PARAPET C 116'-0" i — — L — — — I ROOF _ — — — _ — — — — 114'-7" T.O. CANOPY 114'-0" — — — � — — VESTIBULE GLAZING 112'-0" I I I T.O. WINDOW 109'- 2" T.O. WINDOWSILL 103' - 4" T.O. GLAZING SILL 101'-4" 100--0" 4 PRELIMINARY ELEVATION - SOUTH 1/81, = 1'-0" ATE: 12/12/16 PP03 PRELIMINARY ELEVATIONS ",„D;C,rEp I: I I l I I (- INTERNALLY LIT SIGN CABINET - iLU - Q U_ - Y v o V o PRE FINISHED CONCRETE CAP 1'- 6" c=n ILL 3" 1'- 0" Y I. I. I I + L�----J FA 1' - 4" FINISH BRICK F tE 1'- 6" 5 ENLARGED PLAN 5 MONUMENT SIGN 6 SECTION (a� MONUMENT SIGN 1/2" =1'-0" 1/2" =1'-0" 6 PP03 4'- 4" SIGN CABINET LU LU o m = INTERNALLY LIT SIGN CABINET Q U N Z c� o `n 4" 4" PRE FINISHED CONCRETE CAP co o }II i I•. I I. .. i N BRICK FINISH GRADE, I I C z 4'-10" J M p 5'Of 0 0" UJ cn Of � X J UJ UJ F Uj C/)o U_ ` L J 7 ELEVATION MONUMENT SIGN 1/2" =1'-0" Va . Corporate Real Estate Services interiors architecture LU LU I z INTERNALLY LIT SIGN CABINET o Q GV Z o PRE FINISHED CONCRETE CAP 00 0 N 1" 1' _ �" 1" BRICK FINISH GRADE 7 % C/) z 0 z Uw d U) a S � a LU LULU 1 C/)O O \_ ILL 5 ENLARGED PLAN 5 MONUMENT SIGN 6 SECTION (a� MONUMENT SIGN 1/2" =1'-0" 1/2" =1'-0" 6 PP03 4'- 4" SIGN CABINET LU LU o m = INTERNALLY LIT SIGN CABINET Q U N Z c� o `n 4" 4" PRE FINISHED CONCRETE CAP co o }II i I•. I I. .. i N BRICK FINISH GRADE, I I C z 4'-10" J M p 5'Of 0 0" UJ cn Of � X J UJ UJ F Uj C/)o U_ ` L J 7 ELEVATION MONUMENT SIGN 1/2" =1'-0" Va . Corporate Real Estate Services interiors architecture � � ��}� � . `� bra _. �. Y ... y�, a+ c �+,�r, -��`� �- ,r.-. �;,� ��- i6 . -� ,�'*�:� __ _ _ _ �:Y ;S Z .� �� WSB Building a legacy — your legacy. February 1, 2017 Ms. Angela Schumann Community Development Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Monticello Specialty Clinic Site Plan Review City Project No. 2017-007 WSB Project No. 02596-390 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 December 21, 2016 and the stormwater report dated December 20, 2016, as prepared by Loucks, Inc. and offer the following comments. Site Plan 1. City staff requested an interpretation of Chapter 2, Section 2.4, Subsection (0) for the site, which requires delineation of wetlands and/or watercourses within 200 feet of the perimeter of the property with a land use submittal. The subject property is within the 200 - feet of the large wetland complex north of the site. A Level 1 wetland review was completed which included a desktop review of the site using aerial images and Wright County soil classification mapping. Based on this review, no physical impacts will occur to the identified wetland area. In addition, because the applicant is proposing to treat all stormwater onsite and will not increase runoff from the existing condition, no secondary impacts to the wetland area are expected. For these reasons, the subject property would not be subject to the regulations of the Wetland Conservation Act and a delineation is not required. 2. The retaining wall on northeast corner of site is approximately 6.5 feet tall and must be designed and certified by a licensed professional engineer. Provide a detail for the retaining wall include material type and color. SWPPP Plan 3. Identify the site disturbed area. Equal Opportunity Employer wsbeng.com K:\02596-390\Admin\Docs\LTR-a-Schumann-MontSpecialtyClinic 020117.docz February 1, 2017 Page 2 4. A NPDES/SDS Construction Storm Water General Permit shall be provided with the grading permit or with the building permit application for review, prior to construction commencing. 5. The applicant shall revise the SWPPP as needed to comply with the MPCA SWPPP checklist. Site Utilitv Plan 6. Move fire hydrant to north of the building entrance which will allow for better spacing with the hydrant on Deegan Court. 7. A utility excavation permit must be obtained from the Public Works department prior to commencement of utility connections. 8. Provide an as -built utility plan once construction is complete. Site Details 9. City standard detail plates 6003 related to construction entrances shall be included. Stormwater Management Plan 10. The existing stormwater pond north of the site accommodates rate control for the developed site. 11. Enclosed is a stormwater plan review checklist that identifies comments the applicant shall address. 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. /X'�— - "�' 46)�'OPL_ Shibani K. Bisson, PE City Engineer K:\02596-390\Admin\Docs\LTR-a-Schumann-MontSpecialtyClinic 020117.docz February 1, 2017 Page 3 cc: Steve Grittman, NAC Enclosure skb K:\02596-390\Admin\Docs\LTR-a-Schumann-MontSpecialtyClinic 020117.docz «Y �F City of Monticello —Stormwater Site Plan Monticello Review Monticello Dental Lot 2, Block 1, Prairie Address: Ponds Permit No: PID: Date Approved: Date Received: 12/22/16 Signature: Area of Site Size (acres): 1.67 ac Disturbance(acres): 1.67 ac Existing Proposed Impervious (acres): 0 ac Impervious (acres): 1.04 ac A Stormwater Management Plan is required for: - Any land disturbing activity that may ultimately result in the addition of one acre or greater of impervious surfaces, including smaller individual sites that are part of a common plan of development that may be constructed at different times. - The construction of any new public or private road; or - Any land disturbance activity, regardless of size, that the City determines is likely to cause an adverse impact to an environmentally sensitive area or other property. Submittals Received Date Document Author 12/20/16 Stormwater Management Plan, Monticello Loucks Dental 12/21/16 Preliminary Plan Set, Monticello Specialty Loucks Clinic Project Narrative, Monticello Specialty Clinic B D H and Young Building General Site Plan Yes No 1. Scale of Survey. Minimum scale 1" = 50'. Maximum size plan sheet 24" x 36" ® ❑ 2. Survey signed by a registered survey with elevations in NGVD-1929 datum for the following locations: • Each lot corner ❑X ❑ • Grade elevation at the foundation and elevation of top of foundation of structures on ® ❑ adjacent lots • Grade elevation at the foundation, elevation of top of foundation and garage floor of ® ❑ proposed new construction • Lowest point of entry (i.e. door sill or top of window well) of proposed and existing ❑ ❑X construction • Lowest floor of proposed and existing construction ® ❑ 3. Any proposed retaining wall must have a top and bottom elevation and bottom elevation ❑X ❑ would be finish grade. Also, no retaining wall is allowed to be built on private property October 2016 4. Retaining walls greater than 4.0 feet in height have been designed and certified by a ❑ licensed professional engineer and a building permit has been acquired Yes 4 No 4 5. All drainage and utility easements are shown? 0 ❑ 6. Easements are clear of any encroachments? 0 ❑ 7. New curb cuts proposed? ❑ ❑ 8. If new curb cut is proposed, stamp all survey maps with the curb cut stamp. Also, write a 0 ❑ note on the Residential Plan & Routing Approval form reminding the builder that a curb ❑ ❑ cut permit is required if the driveway is moved or a new driveway is added 0 ❑ 9. Low floor a minimum of 4.25' (feet) above the sanitary sewer invert elevation 0 ❑ Comments: 0 ❑ Proposed retaining wall has a maximum height of 6.5 feet. Documentation of design by a licensed professional ❑ engineer is required. 0 ❑ Lowest point of entry of proposed building needs to be clearly shown on Sheet C3-1. It appears as though a curb cut will be required. If so, it needs to be shown on the plans as described above. Erosion/Sediment Control Plan Yes 4 No 4 1. SWPPP notes provided on the plan 0 ❑ 2. Temporary stabilization measures provided 0 ❑ 3. Erosion control blankets provided on all slopes greater than 3:1 0 ❑ 4. Perimeter Control i.e., Silt Fence, Filter Log, etc. 0 ❑ 5. Phasing for sites that are > 1 acre 0 ❑ 6. CB Inlet Protection 0 ❑ 7. Dewatering 0 ❑ 8. Sediment control 0 ❑ 9. Waste control 0 ❑ 10. Concrete washout 0 ❑ 11. Rock entrance 0 ❑ 12. Street sweeping schedule ❑ ❑ 13. Permanent restoration plan 0 ❑ 14. Erosion protection at all outlet pipes 0 ❑ 15. SWPPP includes an erosion and sediment control inspection schedule and person ❑ 0 responsible for maintenance Comments: "Site Data" notes need to be added to the SWPPP, including area of disturbance, pre -construction impervious area, post -construction impervious area and general soil type. A street sweeping schedule needs to be added to the SWPPP. The SWPPP needs to provide the name of the person responsible for SWPPP implementation and long term operations and maintenance of the permanent stormwater management system, including certification number. Stormwater Management Plan Yes No 1. Delineation maps for existing and proposed conditions 0 ❑ 2. Modeling calculations for existing and proposed conditions using Atlas 14 storm events with an MSE3 type distribution. October 2016 • 2 year 24 hr. (2.84"), 10 year 24 hr. (4.22"), 100 (6.87), 10 -day snowmelt (7.2") ❑ • Modeled direct connected impervious separate N 0 3. Off-site drainage included ❑ N 4. Wetlands shown on plans and wetland permitting completed N N 5. Pretreatment ❑ N 6. Skimmer structures provided on the outlets of all ponds. N 7. Soil borings ❑ N 8. Design Infiltration Rate Determination — Geotechnical Report or Infiltration Testing N provided 9. Seasonal High Water Elevation N 10. Open channel flow calculations N 11. Storm sewer calculations — 10 year event D ❑ 12. Narrative describing the following: Runoff rates for existing conditions were not provided. Drainage maps, a. Existing Conditions: modeling and summary for the 2-, 10- and 100 -year storm events is required. Runoff rates at all discharge locations were not provided. Drainage maps, b. Proposed Conditions: modeling and summary for the 2-, 10- and 100 -year storm events is required. c. Stormwater Management for Proposed A discussion of pretreatment and infiltration feasibility Site: should be included in the report. Comments: The HydroCAD model should include an MSE3 distribution for the Atlas 14 2-, 10- and 100 -year storm events. The stormwater report does not include this information. HydroCAD model output should be included in the report, along with a summary table showing the existing and proposed discharge rates. Pretreatment of runoff is required prior to entering the infiltration basin. Soil borings are required in order to determine groundwater and bedrock elevations. There must be a minimum of 3 -feet of separation from the bottom of the infiltration basin to the top of either bedrock or groundwater. Seasonal high water elevations were not provided. Soil boring logs and/or piezometer testing can be used to determine groundwater fluctuations. Runoff rates at all discharge locations from the site were not provided. The HydroCAD model should be modified to provide rates for the 2-, 10- and 100 -year events. Off-site drainage from the lot to the south should be included in the HydroCAD model. It appears as though CBMH5 will receive off-site runoff. A detail drawing for the outlet control structure at the infiltration basin should be added to Sheet C8-1. City design standards requires a minimum size of stormsewer pipe of 15 -inches. The proposed stormsewer includes 12 -inch pipes throughout the site. Water Quality and Volume Reduction "The City of Monticello has adopted MPCA Minimal Impact Design Standards in Chapter 4 of Monticello Zoning Ordinance Section 4.10. MIDs Infiltration design criteria as described in the MPCA Stormwater Manual shall be followed for the proposed project " Yes 4 No 1. Volume control provided as per the City's Engineering Design Standards and MIDS (1.1" 0 ❑ over new impervious surface) 2. Impervious area equal to or greater than the net increase in impervious surface is routed ❑X ❑ through infiltration BMP October 2016 3. Sequencing provided for alternatives where infiltration is infeasible ❑ ❑ 4,162 4. Required Volume Reduction: Cf 4,294 5. Provided Volume Reduction: Cf 6. Separation to groundwater and/or bedrock is a minimum of 3 feet from bottom of ❑ E infiltration BMP 7. Drawdown time for infiltration BMP is within 48 hours ❑ E 8. Proposed ponds meet or exceed NURP design criteria ❑ C 9. If infiltration of 1.1" is not feasible, water quality goals are met with NURP pond on site? ❑ C Comments: The overall feasibility of the infiltration basin cannot be verified without knowing the depth to groundwater and bedrock. Soil boring data is needed for this determination. The drawdown time for infiltration cannot be determined without infiltration testing. Documentation of how the design infiltration rate was determined is required. The infiltration basin is lined with filter fabric. Specifications for the fabric should be provided, documenting that it is soil tight and water permeable. An operation and maintenance plan is needed for all of the proposed BMPs at the site. Rate Control Yes 'q 1. Peak Proposed Discharge Rates < Existing ❑ 2. Existing infrastructure can accommodate peak discharge rates for 10 year storm? ❑ 3. Existing infrastructure and EOF for proposed 100 year peak discharge rate? ❑ 4. Proposed flow patterns do not create flooding impacts for structures adjacent to the ❑ property? Comments: Rate control for the proposed project is planned to be provided at the regional basin to the north. However, discharge rates for the 2-, 10- and 100 -year storm events should be modeled and summarized in the report. 1. Building Opening: No El U Yes'q No • 2' above the critical 100 -yr HWL of local basins, wetlands, & infiltration basins ❑ • 2' above EOF of local basins, wetlands, & infiltration basins ❑ • 2' above the 100 -yr flow elevation of a swale or channel at the point where the swale ❑ channel is closest to the building 2. Low Floor Elevation: • 2' above the critical 100 -yr HWL of major basins ❑ • 2' above EOF of major basins ❑ • For landlocked basins: 2' above the HWL from back to back 100 -yr rainfalls or 2' above the HWL from the 100 -yr 10 -day snowmelt, whichever is higher. Starting elevation of the basin/waterbody prior to runoff is one of the following: o Existing Ordinary High Water level established by the Minnesota Department ❑ of Natural Resources El October 2016 o Annual water balance calculation approved by the City ❑ ❑ o Local observation well records, as approved by the City ❑ ❑ o Mottled soil ❑ ❑ Comments: The low building opening elevation should be added to the planset. The HydroCAD model does not provide a 100 -year HWL for the infiltration basin. When the model and planset are updated freeboard criteria can be evaluated for conformance to City standards. October 2016 (reserved for recording information) AMENDMENT TO DEVELOPMENT CONTRACT and PLANNED UNIT DEVELOPMENT AGREEMENT (Developer Installed Improvements) PRAIRIE PONDS LOT 2, BLOCK 1 THIS AMENDMENT TO DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT AGREEMENT ("Amendment") is made this day of 12017, by and between the CITY OF MONTICELLO, a Minnesota municipal corporation ("City"), and ARMA PROPERTY, LLC, a Minnesota limited liability company (the "Owner" and "Developer"). RECITALS A. The City and Prairie Ponds, LLC, previously entered into a Development Contract and Planned Unit Development Agreement dated March 12, 2004 and filed of record on September 13, 2004 with the Wright County Recorder as Document Number A926670 (the "Agreement"). 1912000 B. On August 30, 2004, the Developer purchased an existing parcel within the plat of Prairie Ponds from Prairie Ponds, LLC. C. The purchased property is located at 3880 Deegan Court (PID 155-157-001020) within the City of Monticello, Wright County, Minnesota, legally described as Lot 2, Block 1, Prairie Ponds (the "Property"). D. In 2005, the Developer made application to the City requesting rezoning of the Property from a B-3 District to a B-4 District 2005. E. The City granted approval to rezone the Property to a B-4 District on March 14, F. The Developer, as fee owner of the Property, has requested an amendment to the Agreement to allow for the construction of a medical office clinic building on the Property. G. The Developer, as fee owner of the Property, shall pay all applicable trunk area utility charges, which are calculated as follows: STORM SEWER AREA CHARGE. The Development is subject to a (base) storm sewer area charge of $3,543.00 per net acre. This amount was calculated based on the following and shall be paid at prevailing rate at time of building permit. 1.6 Net Acres X $3,543.00/acre = $5,668.80 The Development is subject to a storm sewer (alternate ponding fee) area charge of $7,277.00 per net acre. This amount is for the regional ponding provided at Groveland Addition. This amount was calculated based on the following and shall be paid at prevailing rate at time of building permit. 1.6 Net Acres X $7,277.00/acre = $11,643.20 1912001 The total storm sewer area charge for the Development of $17,312.00 shall be paid in cash at the time of building permit. 2. SANITARY SEWER AREA CHARGE. The Development is subject to a sanitary sewer area charge of $3,316.00 per gross acre. The area charge is based on the gross area of the final plat and is calculated as follows: 1.6 acres x $3,316.00/acre = $5,305.60 The Developer shall be assessed or shall pay the $5,305.60 sanitary sewer area charge in cash at the time of building permit. 3. WATER MAIN AREA CHARGE. The Development is subject to a water main area charge of $2,452.00 per gross acre. The area charge is based on the gross area of the final plat and is calculated as follows: 1.6 acres x $2,452.00/acre = $3,923.20 The Developer shall be assessed or shall pay the $3,923.20 watermain area charge in cash at the time of final plat approval at developer's option. H. The Developer shall furnish the City with a cash security or letter of credit, in the form attached hereto, from a bank ("Security") for $XX,XXX for installation of site landscaping in compliance with approved Landscaping Plan. I. PERMITS. The Developer shall obtain or require its contractors and subcontractors to obtain all necessary permits, including but not limited to the following to the extent required: • Wright County for County Road Access and Work in County Rights -of -Way • MnDot for State Highway Access • Minnesota Department of Health for Water mains • MPCA for Storm Water Permits, Sanitary Sewer and Hazardous Material Removal and Disposal • DNR for Dewatering • City of Monticello for Grading, Excavation and Building Permits • NPDES/SDS Construction Storm Water General Permit 191200v1 J. Erosion Control and Stormwater Management. 1. Prior to initiating site grading, the erosion control plan shall be implemented by the Developer and inspected and approved by the City. The City may impose additional erosion control requirements if reasonably required. All areas disturbed by the excavation and backfilling operations shall be reseeded within seven (7) days after the completion of the work, weather permitting, or in an area that is inactive for more than seven (7) days, or as identified in the Construction Stormwater General Permit/SWPPP, if applicable, unless authorized and approved by the City Engineer, which approval shall not be unreasonably withheld. Except as otherwise provided in the erosion control plan, seed shall be in accordance with the City's current seeding specification which may include certified oat Beed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be maintained as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may provide Developer with written notice of default. If the Developer does not cure the default within two (2) business days after receipt of such notice, then the City will take such action as it deems appropriate to control erosion. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so mill not affect the Developer's and City's rights or obligations hereunder. If the Developer does not reimburse the City for any cost the City reasonably incurred for such work within thirty (30) days after receipt of the City's written request (which request shall include all supporting and related evidence necessary to substantiate the actual cost), the City may draw down the letter of credit or bond, as applicable, to pay any reasonable and actual costs. No development, street or utility construction will be allowed unless the Plat is in full compliance with the approved erosion control plan. 2. The Developer shall inspect, maintain, operate and replace in a good state of repair and safe condition all proposed drainage improvements, including, without limitation, the private storm sewer and infiltration systems on the Subject Property and shall execute a stormwater maintenance agreement for such maintenance. 191200v1 K. The Developer shall pay, or cause to be paid when due, and in any event before any penalty is attached, all special assessments currently levied against the parcel. L. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. If the bills are not paid on time, the City may halt plat development and construction until the bills are paid in full. Bills not paid within thirty (3 0) days shall accrue interest at the rate of eighteen percent (18%) per year. M. In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as but not limited to sewer availability charges ("SAC"), City water connection charges, City sewer connection charges, and building permit fees. NOW, THEREFORE, THE PARTIES AGREE AS FOLLOWS: 1. The City hereby approves the construction of a medical office clinic building on the Property consistent with the plans provided by the Developer and pre -approved by the City on February 27th, 2017. 2. Except as otherwise specifically amended herein, the Agreement shall remain in full force and effect. 3. This Amendment shall be binding on the parties, its successors and assigns, and shall be recorded against the Property in the office of the Wright County Recorder as promptly as possible after it has been executed by the parties. IN WITNESS WHEREOF, the parties have caused this Amendment to be executed the day and year first above written. Remainder of the page, intentionally left blank. Signatures on the following pages. 191200v1 CITY: CITY OF MONTICELLO Brian Stumpf, Mayor (SEAL) Jeff O'Neill, City Administrator STATE OF MINNESOTA ) ( ss. COUNTY OF WRIGHT ) The foregoing instrument was acknowledged before me this _ day of 2017, by Brian Stumpf and by Jeff O'Neill, the Mayor and City Administrator of the City of Monticello, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. Notary Public 1912001 DEVELOPER: ARMA PROPERTY, LLC RA name] STATE OF MINNESOTA ) (Ss. t-OUNTY OF _ ) Its The foregoing instrument was acknowledged before me this day of , 2017, by _ the of ARMA Property, LLC, a Minnesota limited liability company, on its behalf. Notary Public DRAFTED BY: CAMPBELL, KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ 1912000 [print EXHIBIT A Lot 2, Block 1, Prairie Ponds, according to the plat on file and of record, Wright County, Minnesota. 191200v1 MORTGAGE CONSENT TO AMENDMENT TO DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT AGREEMENT , a Minnesota banking corporation, which holds a mortgage on the subject property, the development of which is governed by the foregoing Amendment to Development Contract and Planned Unit Development Agreement, agrees that the Development Contract shall remain in full force and effect even if it forecloses on its mortgage. Dated this day of , 2017. Its: STATE OF MINNESOTA )ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of 2017, by , the of , a Minnesota banking corporation, on behalf of said corporation. Notary Public DRAFTED BY: CAMPBELL, KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ 1912000 City Council Agenda: 02/27/17 3A. Public Hearing - Consideration of adopting Resolution 2017-09 ordering improvements and authorizing preparation of plans and specifications for the 2017 Street Reconstruction and Utilitv Improvement Proiect, Citv Proiect No. 16CO03 (SB) A. REFERENCE AND BACKGROUND: On February 13, 2017, the City Council accepted a Feasibility Report addressing street reconstruction and utility improvements for the following roadways: • Gillard Avenue, 95th Street, Haug Avenue and 901h Street (within City limits) • Mississippi Drive • Hart Boulevard • Sandberg Road, south of Chelsea Road Other improvements include: Fog seal or microsurfacing of the existing pathway along Gillard Avenue New pathway along the north side of CSAH 75 from Highland Way to the wastewater treatment plant (WWTP) administrative office building access Watermain replacement along Hart Boulevard between CSAH 75 and the hospital parking area to improve maintenance of the system Property owner meetings were held for Gillard Avenue on December 8, 2016 and January 23, 2017. Property owner meetings for Mississippi Drive, Hart Boulevard and Sandberg Road were held on February 1, 2017. Gillard Avenue A Council work session was held on January 23, 2017 to discuss the Gillard Avenue street design and provide an overview of the entire project improvements, costs and assessments. It was decided to widen Gillard Avenue to 32 -feet wide and add curb and gutter to address safety concerns and meet City residential street design standards. It is proposed to widen Gillard Avenue on the east side of the roadway. Driveway culverts will be replaced as needed and relocated and minor ditch grading will occur to accommodate the widening. Based on information provided in the feasibility report and presented to the Council on February 13, 2017, it is not recommended to lower the grade of the hill along Gillard Avenue based on the following: • Stopping sight distances were evaluated where this steep grade exists given the concern related to vehicles exiting driveways and River Forest Drive onto Gillard Avenue. It is our engineering judgement that there is ample sight distance based upon MnDOT and AASHTO guidance. • Lowering the existing hill would create significant impacts including: approximately 500 feet of watermain and pathway replacement, reconstruction of 8 driveways along Gillard Avenue and significant grading and restoration costs. In addition, approximately 150 feet of street and utilities would need to the City Council Agenda: 02/27/17 replaced on River Forest Drive. These additional costs total approximately $200,000 to $300,000 and the benefit may not justify the cost. It is recommended to encourage residents to construct driveway turnarounds/hammer heads to eliminate the need to back out of their driveway as a safety measure. The fact that Gillard Avenue carries local traffic, where drivers should be familiar with the site conditions and slow down when vehicles are accessing driveways, is another factor to consider. Speed control can assist in improving the sight lines as well and the resident's concerns for high speeds. To address this, it is proposed to install 2 dynamic speed signs along the roadway, one in each direction. Wright County sheriff's department has been made aware of the speed concerns and are monitoring the area. It is anticipated to present updated data from them at the public hearing. Roadway striping and boulevard trees are also proposed to promote traffic calming. It should be noted that Public Works has recently televised the storm sewer along Gillard Avenue and has identified the pipe is cracked for an approximate 100 -foot length. Staff is reviewing options and costs to repair the storm sewer. The repair options and costs will be addressed during final design and are not included in the cost estimate provided in this report. Staff will be discussing improvements at the intersection of Gillard Avenue and CSAH 39 with Wright County given that the County may have additional funding if a sales tax increase is implemented. The discussion will involve whether turn lane improvements or a roundabout is feasible based on cost and anticipated construction timelines. 9511 Street, Haut Avenue, 901" Street, Mississippi Drive, Hart Boulevard, Sandberg Road In general, it is proposed to reclaim the existing pavement and underlying aggregate base and repave the remaining streets. Deteriorated curb, where applicable, will be replaced as needed. Drainage improvements are proposed along Mississippi Drive to replace existing draintile that is not functioning and add catch basins to facilitate improved drainage for the area. Al. Budget Impact: The improvements were included in the City's Capital Improvement Plan. The estimated costs for the improvements total $2,272,860, which include a 10% contingency and 22% for legal, engineering, administrative, and financing costs. The costs below were identified in the feasibility report. 2 Sandberg Road Hart Boulevard West Hart Boulevard Watermain Hart Boulevard East Hart Boulevard Trail Mississippi Drive unara Avenue 95t' Street Haug Avenue 90t'' Street TOTAL Assessments $118,368 $5,280 $159,648 $161,000 $87,400 $92,610 $63,700 $688,006 City Funds $146,171 $164,489 $34,675 $20,063 $239,997 $610,805 $162,963 $141,557 $64,123 $1,584,844 City Council Agenda: 02/27/17 TOTAL $118,368 $151,452 $164,489 $194,323 $20,063 $400,997 $698,205 $162,963 $234,167 $127,823 $2,272,850 Assessments for the project are proposed to be based on the City's assessment policy for residential and non-residential properties as described below: 1. Increase the standard single family residential street reconstruction assessment rate to $4,600 per unit for 2017. This applies to properties along Gillard Avenue and Mississippi Drive. Properties along the east side of Gillard Avenue that are in the Township cannot be assessed. 2. Assess non-residential properties at the actual front -foot street reconstruction rate based on their current use. This applies to properties along Hart Boulevard and Sandberg Road. 3. One exception to the above are assessments along Hart Boulevard where the watermain is to be replaced. The Bondhus property is proposed to be assessed at the mill and overlay rate of $1,760 per dwelling unit, instead of the single family residential reconstruction rate of $4,600. In order to replace the watermain, the roadway needs to be reconstructed. If the watermain did not need to be replaced, this section of roadway would only be in need of a mill and overlay improvement. For these reasons, the City attorney recommends assessing the properties at the mill and overlay rate. In addition, one of the Bondhus properties (PID 155011000052) consists of a duplex, therefore, two units will be assessed totaling $3,520. This is consistent with the City's policy and past practice. 3 City Council Agenda: 02/27/17 Funding for the proposed improvements will likely include a mix of funding sources including; special assessments to the benefitting properties and future street reconstruction and improvement bonds repaid by a debt service tax levy. 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 as these projects will likely be included in the 2017 bond issue. A2. Staff Workload Impact: WSB will prepare the plans and specifications with input from City staff. B. ALTERNATIVE ACTIONS: 1. Motion to adopt Resolution 2017-09 ordering the improvements and authorizing preparation of plans and specifications for the 2017 Street Reconstruction and Utility Improvement Project, City Project No. 16C003. 2. Motion to deny adoption of Resolution 2017-09 at this time. C. STAFF RECOMMENDATION: City staff recommends Alternative 1. It is recommended that the public hearing be structured in a way that allows public comment to be taken from each project area or street separately. D. SUPPORTING DATA: A. Resolution 2017-09 B. Project Location Map M CITY OF MONTICELLO WRIGHT COUNTY MINNESOTA RESOLUTION NO. 2017-09 ORDERING IMPROVEMENTS AND AUTHORIZING PREPARATION OF PLANS AND SPECIFICATIONS FOR 2017 STREET RECONSTRUCTION AND UTILITY IMPROVEMENTS, CITY PROJECT NO. 16CO03 WHEREAS, a resolution was adopted by the City Council on February 13, 2017, accepting the Feasibility Report with reference to the proposed 2017 Street Reconstruction and Utility Improvements as identified as street and utility improvement for Gillard Avenue, 95' Street, Haug Avenue, 90the Street, Mississippi Drive, Hart Boulevard, and Sandberg Road including including the adjustment, construction, reclamation, removal, and/or repair of existing pavement; curb and gutter; sanitary sewer, storm sewer and water supply systems; signage; and other necessary appurtenance work, and improvements. In addition, other improvements include: fog seal or microsurfacing of the existing pathway along Gillard Avenue; new pathway along the north side of CSAH 75 from Highland Way to the Wastewater Treatment Plant (WWTP) administrative building access; and watermain replacement along Hart Boulevard between CSAH 75 and the hospital parking area to improvement maintenance of the system. WHEREAS, a resolution was adopted by the City Council on February 13, 2017, calling for a Public Hearing on February 27, 2017, where the Council shall consider the proposed improvements in accordance with the feasibility reports and the assessment of abutting properties for all or a portion of the cost of the improvements pursuant to Minnesota Statutes, Chapter 429; and, WHEREAS, on February 16, 2017 and February 23, 2017, the City published notice of a Public Hearing to be held on February 27, 2017, to consider ordering improvements for said project; and, WHEREAS, on February 16, 2017, affected property owners were mailed a notice of the Public Hearing to be held February 27, 2017; and, WHEREAS, at said hearing there was available a reasonable estimate of the amount to be assessed and a description of the methodology was presented. NOW THEREFORE, BE IT RESOLVED by the City Council of the City of Monticello, Minnesota as follows: Said improvements are necessary, cost-effective, and feasible as detailed in the Feasibility Reports at an estimated cost of $2,272,850. It is advisable, expedient and necessary that said improvements as described in the Notice of Hearing thereon be constructed, and the same are hereby ordered made. 2. WSB & Associates, Inc., is hereby designated as the engineer for this improvement. The engineer shall prepare plans and specifications for the making of such improvements. 3. The City Council shall let the contract for all or part of the work for said improvements or order all or part of the work done by day labor or otherwise as authorized by Minnesota Statutes, Section 429.041, Subdivision 2 within one year of the date of this resolution ordering said improvements. ADOPTED BY the Monticello City Council this 27th day of February, 2017. CITY OF MONTICELLO Brian Stumpf, Mayor ATTEST: Jeff O'Neill, City Administrator �U- I P- I Uj--UtIJIIA� OQW�- I INV lommoo C) 97, E cn > 0 ,e I wr Mi j -k j - 0 .0, ��-so Ago A* CL CL (D mw4w F h4 F n E z 2017 Street Reconstruction and Utility Improvements City Project 16C003 Public Hearing February 27, 2017 (-Mon'ticello Agenda: • Project Overview • Schedule • Estimated Cost • Assessments • Project Areas- Public Comment o Gillard Avenue 0 951h St, Haug Ave, 901h St o Mississippi Drive o Hart Boulevard West o Hart Boulevard East o Sandberg Road N REno MAO ■0r it P- Monticello {, Hart Boulevard {West} Proposed SMater Mal n Replacement �11�� TT11**11 11II1111Y1 2417 $tree; Improoemenl Project lA onticeHo Cly *f MDnhCdk)% Mfi1 4 150 W Chy PrrajpCt NuHnbW; y 4o8 ,. ��, Foe. 0 1 I j I 'I ficeflo Mon CSAH 75 Trail Connection ��l�t(1C1X�L�Ll1[? •. e r 1 Imb = 9* 1CA +x••^�rC}'�.a VTT1 irr9��{! Oil wlMd+f Vyr 0 0 onticeHo Schedule: Neighborhood Meetings: • Gillard Ave • Mississippi Drive, Sandberg Road, Hart Blvd Council Accepts Feasibility Report Public Hearing/Order Project/Authorize Preparation of Plans Council Approves Plans/Authorize Ad for Bid Receive Bids Award Contract Begin Construction Complete Construction Assessment Hearing January 23, 2017 February 1, 2017 February 13, 2017 February 27, 2017 March 27, 2017 April/May 2017 May 2017 June 2017 September 2017 October 2017 Assessments City Funds TOTAL Sandberg Road .: $118,368 Hart Boulevard West :1 $151,452 Hart Boulevard $164,489 $164,489 Watermain Hart Boulevard East• . 'I : $194,323 Hart Boulevard Trail $20,063 Mississippi Drive $400,997 Gillard Avenue $698,205 95th Street $162,963 Haug Avenue $234,167 90th Street $127,823 TOTAL $688,006 $1,584,844 $2,272,850 l'i I B Mont ce Assessment Payment Methods: Anticipated Assessment Hearing: October, 2017 Payment Terms :10 years @ 5 to 6% interest starting in 2018 Approximately $600 per year for $4600 residential assessment Option 1 • Pre -pay full assessment amount without interest to the City by November 27, 2017 Option 2 • Pay assessment with property taxes over a 10 -year period at 5 to 6% interest starting in 2018 on ticello Public Hearing: • Gillard Avenue • 951h St, Haug Ave, 90th St • Mississippi Drive • Hart Boulevard West • Hart Boulevard East • Sandberg Road Gillard Avenue 0 � I '1 I Mon i Gillard Avenue 0 � I '1' I Mon ti,ceflo s onticeHo Gillard Avenue Proposed Improvements: • Widen to 32 -feet wide with curb and gutter on east side o Culvert relocation and minor ditch grading • Not recommended to lower grade at hill to improve sight lines o Sight distance for stopping meets design standards o Sight distance at intersections from River Forest Drive meets design standards o Creates significant impact with street and utility replacements o Significant cost does not justify benefit o Not recommended based on engineering judgment • Suggest residents construct driveway turnarounds hammer heads • Relocate mailboxes on both sides of roadway, subject to Post Office determination I '1' I Mon ti,ceflo fr 6 9$04 �78fl 9f5U 9714 I 5 + o I I i4+►'1t+oo�lT+uo 1stig4_ —�SWP' 04- S3w4_ izr04 - --�i*pp- -y0#6l' rte{ 4 1 4621 Sul 9 8751 9741 S721 9881 9861 4667 X661 1016 DI,LLI�.1C LEGEND R.li.p+. le � yu uWul[I YiCf urn . • A •r7p® r.�1a pts +I MI■+i�=u • - MOKm C14 { drt10Y��4t•NAtiw{ � 1e�4"I+_IYronYCw �'1!t rt �m� V Wwma wWa —I—RRI■4 wimm •— '} ■nY VARA • vA III ■ WAS Gi1W q+ I 20+9019+60 19+0418+6018+0017+5017+0016+6019+041E+5015+4014r60 14+0013+60 134M 4P+50 12+W 1rt+B0 ll*W 14+60 1R] -F00 9+80 91 6+50 WID rr .,..,�,. •--I w•+oo 2417 MEET A L rnI*ITY IMPROVEMENT PROJECT OILLA�RD AMUE EXISTIW SId,HT DISTA44MMo1 i ii�+m' Figure Numberi MIOU7CELLO, MINNESOTA 3 -I.T jmmL __ 1 r Ott .nom "�'�' #• Y�. v Google Eaf x•11 1 r .w • i .'1 I. .r -I.. .1 i... .r 11 � I "1' I Mon ti,ceflo ILL RD AVENUE SIMX5+4 X90+4 I 9784 9754 9714 9660 ,.. - °' - _ 1 9751 97Ai ff71" $641 9651 � L Lj- 9060 957o ago c~n w iy Ql--_ •f'Lu�-ww��+{A, D AVE. I 5 LEWNU I q— —• r I ys nv� .ax moc; �oado r rn..ga Xx 96 1 am 9601 2991 9571 9551 9 i X11 �'� " 33EMMT� a CM 3 wow Gllww arx r� m�+ •,•�+ 2017 STREET&LMLrrYIMPROVEaWPR4.IEC7 CITY dr ----- ww. CdLLARDA SNUE}� Figure Number w aaa� n,wwi o w;oa M6'NTICELLO, MINNESOTA 1, I 2 on ticello Gillard Avenue Proposed Improvements: Recommendation: • Install dynamic speed signs • Continue enforcement o Wright County monitoring area o Offered to meet residents onsite • Traffic calming o Roadway striping o Boulevard trees o Increase signage � I j I 1' Mon ticeflo Gillard Avenue Proposed Improvements GILLAFD AVENUE PROPOSED TYPICAL SECTION VARIES VARIES 3 3* -33' R' w 6' ' R' x; 12' 1 i 12' M 4'•-1.* 1 1`-1 #" EX. DITCH EXTRAIL" BLVD PARKING THRu ' HRL) BLVD DITCH N0TT4$CdLE LANE LANE LANE ! '14' RVV NOR TO SCALI SOUTH QF RIVER FOREST D91VE 701 b-lea—'affi - im- ml � HN�L* x.017 Street Improvement Project A V�on�ill� .,.,� � � �R1�7Ai417 - � f �x on iceHo CR 39/Gillard Ave Intersection • Short Term Solution o Dynamic Speed Signs- Speed Study conducted in 2015, keep 45mph o Rural Intersection Conflict Warning System o Separated EB CR 39 right turn lane at Gillard Ave and WB CR 39 left turn lane at Gillard Ave • Long Term Solution o Roundabout at Gillard and CR 39 o Consider pursuing single lane roundabout that could be expanded to a dual lane roundabout to address safety and/or speed control • Traffic volumes alone do not support roundabout justification i Mont ce Ho Gillard Avenue Assessments # xo r� 1*o"wr Popped � c�lr di�orrcela M o sw � C I�Iff�dlL[f08f 7SCflC3 i� r _' : •. ria Single Family Residential Assessment = $4,600/lot Asssessment-19 lots @ $4,600 = $87,400 Township properties not assessed. Notified of Public Hearing. Gillard Ave $87,400 $610,805 $698,205 it Mont ce Ho 95th St, Haug Ave, 90th Street Improvements 95TH STREET, HAIL AVENUE. & 90TH STREET 0 ill+'i f.. I. �,� _ .. -I. V� II } L� 1 I � r I y IL I L 3+`f� -.4" rr 20175TREEf RUTLM IM 951N STREET, FIN IGA i MONMELLO • Reclaim and pave roadway • Replace culvert at 90th Street • �� dR.� W.•CLf PROvEMENT-QUEC- UEIOL &90TkSTREET MNNUOTA L 5 r} r- 971 Monticello Haug Avenue • Mont ce Ho 95th St, Haug Ave, 90th Street Improvements • Assessment to GP Land Corp for Haug Ave and 90th Street improvements based on 100% of the actual front foot rate: • Township properties not assessed. Was notified of Public Hearing. • Properties within Sunset Ponds fronting the roadway will not be assessed. Funds were collected from the developer for future road improvements 99tl] $l�f, N�ud 1<rNw�r, 2417 SVkk!Lri'xWeMEM1I Pf4�d - C ae ll�nlrib 1�1 { r.- S MIS Y.7 95th Street - $162,963 $162,963 Haug Ave 90th Street Total $92,610 $63,700 $156,310 $141,557 $64,123 $368,643 $234,167 $127,823 $524,953 O Montice Mississippi Drive Street and Drainage Improvements MISSISSIPPI DRIVE S JL" PARK •I� 7H . iP1 11F 117 LF Mr 7 Wr - _�- — — 'll I------ y I L,'' I PlE - ■ rra I 6TRT 4LVflL(M W&PROAUENT FRQ.l U W[I•Y o� �-L .,.+•r.R YISMSPH IDE Z' �l LF • •• „� kw+her _--- .- ir•4ets WGWF:E:LO rOM. EWTAWp • Reclaim and pave roadway • Replace existing draintile • Correct drainage issue at cul-de-sac • Original construction 1977. Reconstruction in 1989 due to subarade and drainage issues. Chin Seal in 1993. y �n � I '1' I Mon ti,ceflo Mississippi Drive - Ir ` �+•. 1 - . 0 A i Mont ce Ho Mississippi Drive Single Family Residential Assessment = $4,600/lot @ 35 lots = $161,000 A7swsessments�Cit ,J.L�Osts Mississippi Dr. $161,000 $239,997 $400,997 Monti i oce Hart Boulevard West Proposed Improvements Ir HART BOULEVARD rrLrowur . s o�wr wwni P # .ate � �..•., pr - •• � . '� '. oar., mr oa - a -r— rW 10 _ do k4 � 1 ot VA ++ 116111. I IMAM — -- � - -- — �-�ae - - { sz} X17 — =QWrr "4 ra -T -.a..-- 2017 STREET 1iUTLMiMPROVELIEHTOROJEG=iiT-c}r " •—�� ii�R? BaUL£VAFO}1Q Roue Ntiwlrr7 MONMELLO MNNUQTA _ 5 • Watermain replacement • Reclaim and pave roadway • Mill and Overlay roadway by WWTP Monticello {, Hart Boulevard {West} Proposed SMater Mal n Replacement �11�� TT11**11 11II1111Y1 2417 $tree; Improoemenl Project lA onticeHo Cly *f MDnhCdk)% Mfi1 4 150 W Chy PrrajpCt NuHnbW; y 4o8 ,. ��, Foe. 0 4t L ,# i i Mont ceHo Hart Boulevard West Bart Baulevard f Moi mllo, + N a� = Od1E3Cid0 cny or maa�oww, MN o bao� Cfty Pr*d Nw*w: 16=3 i ..;h -=4..1 Bondhus properties (#9/10, 11) assessed based on current use at single family rate for mill and overlay instead of reconstruction #9/10 @ 1 dwelling unit = $1,760 #11@ 2 dwelling units = $3,520 If properties redevelop to more intense use, additional assessments will apply at the time of redevelopment Assessments based on actual costs Remaining costs are City funded Hart Boulevard West - Street Improvements Hart Boulevard West WatPrmain Assessments I City FundM I TOTAL $151,452 $164,489 TOTAL I $5,280 I $310,660 I $315,940 Ho Montice Hart Boulevard East Proposed Improvements HAFT BOULEVARD x O 10 vU ii 'NA 1P .06 i 4" ^'• DR9* CCLKN MAD 78 ! �.. 2M7ST11MTLUTIUTYINPROuEWCPJEWWT 7L f�Yr11Tr7orpllfl W+RT 60ULCVAR6 4IJ 1 1 4ut1� Fi F"r i41T1lrf ! ..,a...; Mr�r,ncru_o,a,raH6sa7� • Reclaim and pave roadway • Mill and overlay roadway • Stripe bike lane for MRT • Ai -f r i Mont ce Ho Hart Boulevard East W'IdL1 k ON4 of jj4r.114UF AMN FeeF CMyRfaJ6dfVumber 19CU"..3 irM�.9101r1 Mill and Overlav Section Assessments based on front foot rate for commercial properties Hoglund property (#52) assessed based on current use at single family rate of $1,760 per dwelling. If property redevelops to more intense use, additional assessments will apply at the time of redevelopment Reconstruction Section Assessment method based on front foot rate for apartments, townhomes, commercial lots. Assessment total = 100% of project cost based on actual costs. ` �IMontice O Hart Blvd East Assessment Rates: Residential Town Home Mill & Overlay Multi -family & Non-residential Reconstruction Multi -family & Non-residential $400/Unit 30 $1,760/Unit 1 611 $44/FF $80/FF 1,457 0 Hart Blvd East $159,648 $34,675 $194,323 Sandberg Road r, i Mont ce Ho SANDBERG ROAD SANJ)8 ERG - - t]. yx - I zfa err I I � I WANa ` � �i-••—•+��•••,m 2017 STREET &UTIIJIY fkiPRO1+EMEMTP1aQlECF crTy x I«•.,� �� bb:IOB�RGROi4D f �� • Reconstruct roadway- add aggregate base Spot curb replacement � I ) 1' Ho l l Monti'ce J Sandberg Road r - r C r 0 � I j I 'I Mon ficeflo Sandberg Road 9andheq] Road 'I- ,1077 It IMgroraman[f'r; A f V rY RV CI N 4M r. 16CM a aoa� Assessment method based on front foot rate of each property with direct to Sandberg Road Pawn shop (#5) is proposed not be assessed. Primary access from TH 25. Assessment total =100% of project cost based on actual costs Est. Front Foot Rate = $137/front foot Total Estimated Cost = $118,368 on ticello Estimated Project Cost Breakdown: Street Improvements Street Improvements Watermain Improvements SUBTOTAL Street Improvements Trail Improvements SUBTOTAL Street Improvements Utility Improvements SUBTOTAL Street Improvements Utility Improvements SUBTOTAL Street Improvements Street Improvements Street and Drainage Improvements $315,941 $214,386 $400,997 $698,205 ti'ceflo 0 Preliminary Assessment Rates: Non-residential $137/FF Residential $1,760/Unit Residential Town $400/Unit Home Mill & Overlay $1,760/Unit Multi -family & $44/FF Non-residential Reconstruction Multi -family & $80/FF Non-residential Residential $4,600/Unit Residential $4,600/Unit Non-residential $45/FF Non-residential $49/FF 864 3 30 J 1 611 1,457 35 19 2,058 1,300 1 Assessments City Funds TOTAL Sandberg Road .: $118,368 Hart Boulevard West :1 $151,452 Hart Boulevard $164,489 $164,489 Watermain Hart Boulevard East• . 'I : $194,323 Hart Boulevard Trail $20,063 Mississippi Drive $400,997 Gillard Avenue $698,205 95th Street $162,963 Haug Avenue $234,167 90th Street $127,823 TOTAL $688,006 $1,584,844 $2,272,850 l'i I B Mont ce Assessment Payment Methods: Anticipated Assessment Hearing: October, 2017 Payment Terms :10 years @ 5 to 6% interest starting in 2018 Approximately $600 per year for $4600 residential assessment Option 1 • Pre -pay full assessment amount without interest to the City by November 27, 2016 Option 2 • Pay assessment with property taxes over a 10 -year period at 5 to 6% interest starting in 2018 onticeHo Schedule: Neighborhood Meetings: • Gillard Ave • Mississippi Drive, Sandberg Road, Hart Blvd Council Accepts Feasibility Report Public Hearing/Order Project/Authorize Preparation of Plans Council Approves Plans/Authorize Ad for Bid Receive Bids Award Contract Begin Construction Complete Construction 2017Assessment Hearing January 23, 2017 February 1, 2017 February 13, 2017 February 27, 2017 March 27, 2017 April/May 2017 May 2017 June 2017 September October 2017 on ticello Council Action Alternatives: 1. Motion to adopt Resolution #2017-09 ordering the improvements and authorizing preparation of plans and specifications for the 2017 Street Reconstruction and Utility Improvement Project, City Project No.16C003. 2. Motion to deny Resolution #2017-09 at this time. Mon ticello mi I • opt i lr �� ..IA - t�` on ti'ceflo CR 39/Gillard Avenue Estimated Costs: SHORT TERM IMPROVEMENT I TOTAL I Dynamic Speed Signs $10,000 ICWS System $75,000 Turn Lane Improvements $125,000 LONG TERM IMPROVEMENT TOTAL Roundabout $7501000 Regional Path Connection $2501000 City Council Agenda: 02/27/17 4A. Consideration of authorizing onenin2 of Public Works Director/City Engineer position (JO) A. REFERENCE AND BACKGROUND: The Personnel Committee requests that City Council authorize a search for an individual with knowledge and experience with infrastructure development, maintenance and operations management. As you may know, for over two years, the City Public Works Department has operated under the Finance Director under an interim basis pending the assignment of this role to a professional possessing complete knowledge and training in the field. In addition, during this period the City Engineer function has been fulfilled by a contract Engineer. This arrangement has been effective and cost saving to the credit of our experienced Water, Streets and Parks Superintendents and to the credit of our capable contract Engineer and Finance Director. However, this arrangement was not intended to be permanent and given the strong possibility of retirement of two of our Superintendents, the time is right to consider bringing on a leader for the department that is on board before the transition occurs thus gaining the opportunity to learn about the City utility systems while they are still employed by the City. It is recommended that until the position is filled, the interim duties of the Public Works Director be shifted to the City Administrator with the Finance Director focusing on finance related tasks and projects which would continue to include financial analysis relating to Public Works activities and projects. Transition of management responsibilities of FiberNet from the City to Arvig provides the City Administrator with flexibility needed to assist our experienced Superintendents with day to day management of the Public Works operation. In the meantime, there are important special projects that could be undertaken by the Finance Director which this shift would facilitate. Such projects includes but not limited to. • Prepare financial systems transition strategies in response future (2030) nuclear plant decommissioning. • IT maintenance and disaster planning • Capture rebates and lower electrical cost through purchase or lease of more efficient lights — design program • Electric Generator Purchases evaluation for savings — MCC, FD, Wells etc. • Inventory of Xcel street lighting — match existing lighting against billing • Potential City operation of WWTP — Assist with analysis and potential transition if directed by the City Council • Waste removal contract in 2017 • Assist with City-wide facilities development plan — MCC, City Hall Public Works, Fire Department, DMV, Food Shelf, Liquor store site Prairie Conference Center, and DMV 1 • Bio Solids land sale transaction • Assessment Policy development assistance • Electric Franchise fee utilization plan assistance • Participation in discussions on regionalization of WWTP facilities • Impact fee analysis for 2017 • Other projects identified in upcoming goal setting session City Council Agenda: 02/27/17 With regards to the position opening, it is proposed that City Engineer related qualifications be highlighted as desired but not close out the position to an experienced professional in the field with the experience necessary to provide direction to a contract engineer. Writing the advertisement in this fashion will allow the City to cast a wider net in the effort to fill this important position with the right person. Al. Budget Impact: It is estimated that the annual total salary and benefits for this position will amount to $130,000 of which $105,000 will be the maximum salary according to our pay equity system. It was projected that this position would be filled in 2018 therefore funds are not currently budgeted. However, the earliest that this position would be filled is June 2017. Therefore, if the City Council wishes to fill this position in 2017, any amount not offset by engineer cost savings would come from reserve funds. In addition, the City Administrator would not receive additional remuneration for taking on the direct responsibility during the interim period. With the assistance of legal advice from Susan Hansen, it is proposed that the Finance Director's salary be frozen at the current rate which includes an additional $4,000 annually for Public Works duties until market adjustment to the City salary structure catch up. A2. Staff Workload Impact: Staff impacts are preparing for advertisement, interviews, and selection process. B. ALTERNATIVE ACTIONS: 1. Motion to authorize staff to advertise Public Works/City Engineer leadership position seeking an individual with knowledge and experience with infrastructure development, maintenance and operations management. Assign direct responsibilities for managing Public Works Department to City Administrator on an interim basis and follow legal counsel advice regarding salary freeze. 2. Motion to deny or table said request. C. STAFF RECOMMENDATION: The Personnel Committee and City Administrator recommend Alternative 1. D. SUPPORTING DATA: City Council Agenda: 2/27/17 4B. Consideration to fund a $1,500 expense for 2017 for partnership in a prairie restoration and enhancement proiect in the Great River Trails area and to direct for budgeting purposes an expense of $1,200 per vear for 3 vears for on-going maintenance of the restoration area. (AS) A. REFERENCE & BACKGROUND The City Council is asked to consider a partnership with Xcel Energy and the Wright County Soil and Water Conservation District on a proposal to complete a prairie restoration and enhancement project in the area of the Great River Trailhead and Trailways. The Great River Trailhead and trails lie within an easement granted to the City by Xcel Energy. The native restoration project arose out of a discussion between Xcel Energy and Wright County Soil and Water regarding the opportunity to improve the native landscape along the pathway segment near the entrance to the Monticello Nuclear Generating Plant. As discussions progressed, Wright County Soil and Water facilitated the development of a native restoration plan for much of the Great River trails area. The project area is approximately 20 acres in total. The attached proposal provides detailed information on the restoration and enhancement project. The layout illustrates areas which would be burned and replanted with native species and those areas which would be burned or managed only to enhance native species already present. Wright County Soil and Water and Xcel Energy facilitated a request for proposal for restoration services and the review of proposals for the project. The proposal included is that selected by Xcel Energy and Wright County Soil and Water should the project proceed. The project cost for the initial burn and installation is $18,125. The three-year maintenance cost after initial installation totals $9,500. To move the project forward, Wright County Soil and Water has offered partnership funding of $13,000 toward the installation of the native landscaping. To fund the installation balance of $5,125, staff have calculated the areas for restoration or enhancement as an approximately 30% City/70% Xcel Energy split. The percentage is based on the land area directly surrounding the trailhead and trails as a City cost, with the remainder of the areas as an Xcel Energy cost. The City share of installation would therefore be $1,500. Xcel's contribution to installation would be $3,625. As noted on the attached illustration, Xcel Energy will also complete cedar tree -removal as an in-kind MAIPRINA In addition to the installation costs, the restored areas will require on-going maintenance. Prairie Restoration has included a management proposal of $9,500, which would be payable over three years. Using the same percentage split, the City share would be City Council Agenda: 2/27/17 $2,850. However, it is proposed to contribute $1,200 per year (budgeted for years 2018- 2020) for three years for a total of $3,600. Xcel Energy would be committing to funding the balance of the management at $5,900. This project provides both an important resource management and aesthetic value to the community both short and long-term. The contribution has been proposed as a minimum based on the easement area. However, if Council wishes to provide additional financial support to the project, the motion could be adjusted to reflect an increased amount. It is anticipated that the initial burn will be completed by the selected restoration contractor in order to coordinate with the restoration process and Xcel's timelines related to the outage. However, after the initial burn, and in years after the 3 -year maintenance contract, the City Fire Department, Wright County and Xcel will work to coordinate on- going management in the area. Mike Mossey, Monticello Fire Chief, was present at the meeting and voiced expected ongoing commitment to conducting prairie burns as this involvement supports both environmental and firefighting training goals. Al. Budget Impact: The 2017 expense of $1,500 is an unbudgeted expense. The amount would be paid from the Park and Pathway Fund. For on-going management as described, the $1,200 per year would be budgeted in the Parks Department budget for years 2018-2020. A2. Staff Impact: Limited at this time to development and review of the proposal with other project partners. B. ALTERNATIVE ACTIONS: 1. Motion to fund a $1,500 expense for 2017 for partnership in a prairie restoration and enhancement project in the Great River Trails area and to direct for budgeting purposes an expense of $1,200 per year for 3 years for on-going maintenance of the restoration area 2. Motion to deny funding a $1,500 expense for 2017 for partnership in a prairie restoration and enhancement project in the Great River Trails area and an expense of $1,200 per year for 3 years for on-going maintenance of the restoration area Motion to table for additional information. C. STAFF RECOMMENDATION: The City Administrator, Parks Superintendent and Community Development Director support Alternative #1 above. The project serves a number of important goals, including: Management for the established natives in the area, strengthening the viability of the natural resources already in place. Native plantings will be introduced in new areas as an important amenity to the area. 2 City Council Agenda: 2/27/17 • Enhancing areas where native communities require additional support through management. • Maintenance of the natives planted with the Great River Trail project is necessary in any case. • Strengthening the existing partnership between the City and Xcel Energy on the Great River Trail way corridor. The Finance Director believes this to be a good project however his support is contingent on acceptance of plan modifications as noted below. As a frequent user of the affected stretch of pathway, the finance director appreciates the current state of the area and the habitat it provides. Indeed, this is a case where the economic resources used can be measured accurately; but the economic benefits cannot. The cedars are classified as a native, invasive species, which seems contradictory. Nonetheless, I think the trees within S yards of the pathway should be spared. Those would at least provide some variety to the landscape and could easily be burned around. The seeds they shed are not an issue if the area is properly maintained. D. SUPPORTING DATA: A. Aerial Site Image B. Restoration and Enhancement Proposal C. Great River Trailways & Trailhead Acreage * Note: Segment 3 not completed at this time 0 AMonticello CITY OF MW City Boundary Project Area February 23, 201. 1 T-INIM-46 . 0% i inch = 376 feet Source: Esri, DigitalGlobe, Geo Eye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community Map Powered by DataLink from WSB & Associates Date: 9/22/2o16 Updated Proposal to Create and Restore a Native Landscape at the Xcel Energy Nuclear Generating Plant Monticello, MN Prepared for: Margaret Church and Alex Krohn Xcel Energy 2807 W. County Rd 75 Monticello, MN 55362 763-295-1231(Margaret) Margaret.church(i)xenuclear.com Alexandra. Krohn(a)xenuclear.com Eric Mattson Wright Soil and Water Conservation District 311 Brighton Avenue S. Suite C Buffalo, MN 55313 (763) 682-1970 eric.mattson@mn.nacdnet.net Prepared by: Patrick Kelly Land Management Coordinator 763-631-9439 pkellv(a)prairieresto.com Project Area: 20.8 acres Prairie Restorations, Inc. 31646128th St. Princeton, MN 55371 www.iDrairieresto.com 1 A. Company Background: httD://www.Drairieresto.com/mission.shtmi (Follow the blue links to learn more) Prairie Restorations, Inc. (PRI) has been dedicated to the restoration and management of native plant communities for over 39 years. We are fortunate to have worked with thousands of clients on a wide variety of projects in both the public and private sectors throughout the Upper Midwest. The PRI staff currently consists of 45 full-time professionals and about an equal number of seasonal employees which operate out of six Minnesota locations. Most of the staff has B.S. degrees in natural resource related fields such as biology, forestry, horticulture or wildlife. As a full service restoration company, PRI is able to provide our clients expertise and service in all facets of native landscape restoration. Along with consulting, design, installation and land management services, we also produce our own local ecotype seed and plant materials which are used on all of our projects. The PRI Team is committed to and passionate about protecting and enhancing our valuable natural resources. It is this dedication that is brought to each and every one of our projects. We are proud to offer the best expertise, services and products available in the industry and appreciate the opportunity to provide you with this proposal. B. Project Overview: 1. Establishing a native landscape (htto://www.i)rairieresto.com/establish landscape.shtml) in this area will provide a long term, ecologically sound landscape that is adapted to the existing conditions of the site. This native landscape will not require irrigation, black dirt or other soil amendments.. It will add a distinctive look to the property as well as provide valuable habitat for songbirds, butterflies, bees and other pollinators. 2. This project is a high visibility area with easement access granted to the Monticello park system. It contains pockets of remnant prairie vegetation. Approach to include methods that protect existing desired vegetation and enhance remainder of area. 3. Approximately 5 acres from the 16.2 remnant enhancement area will be seeded with native prairie grasses and wildflowers that are adapted to the well drained, sunny conditions. These acres currently lack native vegetation and are high visibility being near the entrance and along walking paths. A high rate and high diversity custom flower mix will be seeded along with site appropriate native grasses to promote increased visual appeal and pollinator benefits in this area. 4. Approximately 4 acres, mostly in the cedar infestation zone will be seeded with native prairie grasses across this area. Select flower species put down in pockets to increase flower diversity already present. 2 5. To establish this planting, the site will be: treated with herbicide to kill existing weeds; burned, disked, and harrowed to provide a smooth seedbed; seeded with native grasses and wildflowers; and mulched with straw and anchor disked to protect the seeding and enhance germination. 6. An option is given to plant native wildflower and grass plugs within the project area to add diversity and color within the project area. 7. An estimate for 3 years of Establishment Period Vegetation Management is included in this proposal. C. Project Dimensions and Planting Zones (fig 1): 1. For purposes of vegetation restoration, the project area is separated into three zones, the 5 acre complete restoration area, the 4 acre cedar infestation area, and the remaining acreage that are management only areas. 2. The complete restoration Area is approximately 5 acres. This Area is full sun. The soil is well drained. This area is high visibility to vehicle and pedestrian traffic. This zone will be planted with short/dry prairie species, focusing on visual appeal and pollinator benefits. 3. The cedar infestation Area is approximately 4 acres. This Area is full sun. The soil is well drained. This zone currently contains a handful of quality prairie flowers, in good abundance. This zone lacks native grasses. The zone will be planted with short/dry prairie grass to complete the grassland ecosystem, and help make the system more stable. Select flower species introduced in pockets to improve floral diversity. 4. The remaining 16 acres consists of management only areas and non -vegetative surfaces. This Area is full sun. The soil is well drained. This zone will be managed for plant community health through burning and invasive species control. D. Site preparation: http://www.prairieresto.com/installation Preparation.shtml 1. Remove invasive woody species such as Eastern Red Cedar (Juniperus virginiana) and Siberian elm (Ulmus pumila) by flush cutting, and stump treating with Triclopyr herbicide (Garton 41 or equivalent) on deciduous species. This step to be completed by Xcel and is not included in the bid price. Minimal woody debris to be left post- removal. Bid price does not include additional woody debris clean-up/work around. 2. Following spring green -up, in complete restoration area, apply a glyphosate herbicide (Roundup' or equivalent) as per manufacturer's directions. Allow a minimum of 10 days before disturbing the vegetation with other procedures. 3. Following spring green -up, in the cedar infestation area, apply a grass -selective herbicide (Intensity° or equivalent) as per manufacturer's directions. This will protect desirable flowers in this area. Allow a minimum of 10 days before disturbing the vegetation with other procedures. 4. Remove the dead vegetation by implementing a controlled burn using appropriate procedures, equipment and permits. 5. Allow the site to green up, followed by an application of a glyphosate herbicide (Roundup° or equivalent) as per manufacturer's directions. Allow a minimum of 10 days before disturbing the vegetation with other procedures. 6. Allow the site to green up, followed by an application of a grass -selective herbicide (Intensity° or equivalent) as per manufacturer's directions. Allow a minimum of 10 days before disturbing the vegetation with other procedures. 7. Disk or till the soil to a depth of 4". (complete restoration area only) 8. Harrow or rake the soil to create a smooth seedbed. (complete restoration area only) E. Seed and Seeding: htto://www.orairieresto.com/installation seedine.shtml 1. Seeding dates will be in the spring or summer before August 101h or in the fall between September 201h and freeze-up. Target seeding for this project is early summer. 2. All grass seed will be applied with a seed drill designed for native seeding (Truax° or equivalent). 3. All wildflower seed will be applied by broadcasting. Broadcasting the flowers as a separate step allows for more even site coverage and better soil contact. 4. The seed mixes will consist of the following species and amounts: Grass Seed PLS lbs./acre/restoration area PRI Short Dry Grass Mix: 40% Little bluestem, 35% Side oats grama, 13% Blue grama, 4% Poverty oat grass, 4% June grass, 2% Sand dropseed, 2% Prairie dropseed, all by PLS weight ............................................... 8 httg)://www.Drairieresto.com/CategorvList.DhD?clD=12 Note: A cover crop will be sown along with the native grasses at a rate of approximately 25 lbs./acre. Cover crop is an annual grass species that germinates quickly and will reduce the risk of soil erosion on the site. Oats will be used for a spring or summer seeding, and winter wheat will be used for a fall seeding. Wildflower Seed PLS lbs/acre/restoration area PRI Custom Short Dry Wildflower Mix: 18% Purple prairie clover, 18% Black-eyed Susan, 12% Leadplant, 8% Hoary vervain, 6% Bush clover, 6% Common oxeye, 5% Long-headed coneflower, 5% Heart -leaved alexanders, 3% Wild lupine, 3% Wild bergamot, 3% Upland goldenrod, 3% Stiff tickseed, 2% Common milkweed, 1% Stiff goldenrod, 1% Western spiderwort, 1% Common yarrow, 1%Smooth aster, 1%Azure aster, 1% Butterflyweed, 1% Showy Penstemon, 1% Stiff sunflower, all by PLS weight..............................................................3 *Custom mix species and amounts chosen for visual appeal and pollinator benefits. Species are native within one county of site. Species may need to be substituted based on availability. **PLS, or pure live seed. You will receive this amount of live seed based on seed testing. Actual amount of seed may be more. htto://www. p ra i rieresto.com/CateRorvList. oh P?cI D=13 F. Erosion Control: httn://www.nrairieresto.com/installation erosion.shtml 1. Cover crop will be sown along with the native grasses. 2. The seeded areas will be mulched with clean straw at a rate of 1.5 tons per acre. 3. The straw will be disk anchored immediately after mulching. G. Option: Plants and Planting: 1. Optionally, the planting can be further diversified with wildflower and/or grass plants (plugs or 4 inch pots). These will be planted individually in appropriate microhabitats throughout, or in designated areas of the project. The plants used will consist primarily of species other than those previously seeded. 2. Seedling plugs are an economical way to enhance a planting at $2.25 per seedling, installed. 3. 4" pots are larger and more easily established. Cost is $6.50 per plant, installed. For example: Native seedling plugs (500 installed @ $2.25 each).............................................$1,125.00 Native seedling 4" pots (500 installed @ $6.50 each).........................................$3,250.00 *number of plants can be adjusted as desired. This is an option not included in the total project cost. 5 Suggested Wildflowers httD://www.Drairieresto.com/CateizorvList.r)hr)?clD=lo Pearly everlasting (Anaphalis margaritacea) Fragrant giant hyssop (Agastache foeniculum) Prairie onion (Allium stellatum) Thimbleweed (Anemone cylindrica) Pasque flower (Anemone patens) Pussytoes (Antennaria neglecta) Columbine (Aquilegia canadensis) Prairie sage (Artemisia ludoviciana) Butterfly weed (Asclepias tuberosa) Whorled milkweed (Asclepias verticillate) Harebell (Campanula rotundifolia) New Jersey tea (Ceanothus americanus) Stiff tickseed (Coreopsis palmata) Slender penstemon (Penstemon gracilis) Showy penstemon (Penstemon grandiflorus) White prairie clover (Dalea candida) Purple prairie clover (Dalea purpurea) Silky prairie clover (Dalea villosa) Prairie larkspur (Delphinium virescens) Narrow -leaved coneflower (Echinacea angustifolia) Wild strawberry (Fragaria virginiana) Northern bedstraw (Galium boreale) Yellowish gentian (Gentiana alba) Prairie smoke (Geum triflorum) Maximilian's sunflower (Helianthus maximiliani) Stiff sunflower (Helianthus pauciflorus) Golden aster (Heterotheca villosa) Alum -root (Heuchera richardsonii) Long -leaved bluets (Houstonia longifolia) Dwarf dandelion (Krigia biflora) Bush clover (Lespedeza capitata) Cylindric blazing star (Liatris cylindracea) Meadow blazing star (Liatris ligulistylis) Dotted blazing star (Liatris punctata) Prairie phlox (Phlox pilosa) Prairie buttercup (Ranunculus fascicularis) Prairie rose (Rosa arkansana) Meadow rose (Rosa blanda) Early Figwort (Scrophularia lanceolate) Blue-eyed grass (Sisyrinchium campestre) Heath aster (Symphyotrichum ericoides) Smooth aster (Symphyotrichum laeve) Aromatic aster (Symphyotrichum oblongifolium) Azure aster (Symphyotrichum oolentangiense) Silky aster (Symphyotrichum sericeum) Western spiderwort (Tradescantia occidentalis) Prairie violet (Viola pedatifida) Heart -leaved Alexander (Zizia aptera) Golden alexanders (Zizia aurea) H. Management: http://www.prairieresto.com/management overview.shtml 1. Management (maintenance) plays a vital role in the eventual success of any native landscape installation, especially during the establishment period. 2. During the germination year, the project area may need to be mowed to control annual weed development. If a "closed" canopy of weed cover develops, it should be mowed to aid in the growth of the prairie seedlings by reducing competition. Mowing may also be necessary if the weeds are about to set seed. Optimum cutting height, depending on the wildflower species present, is typically 4 to 6 inches. It is important that the clippings are finely mulched in order to prevent smothering. 3. In years following the first growing season, Integrated Plant Management (IPM) services are utilized to control annual, biennial and perennial weed species within the developing native landscape. Typical IPM services include spot herbicide spraying, spot mowing, herbicide wicking or hand weeding. These services are billed on a per trip cost agreed upon prior to the growing season. Rough estimates are provided in the cost section of this proposal for these future management activities. 4. Prescribed burning is a highly effective management tool and may be recommended for your project as it matures. Burning stimulates native species to grow more robustly and also help to deter the presence of many non-native and/or woody species. Prescribed burning, when recommended, will be provided as a separate lump sum cost. I. Anticipated Management: The following table conveys the anticipated management procedures for your project during the first 3 growing seasons. Estimates for these procedures are provided in the cost section of this proposal. Year Projected Management Procedures 2017 Complete site mowings to control annual weed canopy (2 or 3 mowings as needed) Integrated Plant Management (IPM) — includes spot spraying, spot mowing, wicking, hand weeding, and other techniques to control weeds and invasive species (3 to 4 visits are typical) Project monitoring 2018 Complete site mowing Integrated Plant Management (IPM) — includes spot spraying, spot mowing, wicking, hand weeding, and other techniques to control weeds and invasive species (3 to 4 visits are typical) Project monitoring 2019 Integrated Plant Management (IPM) — 3 to 4 visits are typical Project monitoring J. Costs: Project Installation: Site preparation (includes spraying, burning, disking, harrowing) ............................ $4,950 Seed and seeding as specified.................................................................... $9,020 Mulching as specified................................................................................. $4,155 Total............................................................. $18,125 Future Management Estimates: Growing season 2017 (assumes 3 IPM visits) .............................................. $3,500 Growing season 2018 (assumes 31PM visits) .............................................. $3,000 7 Growing season 2019 (assumes 3 IPM visits) .............................................. $3,000 Please note: The Future Management Estimates are meant to convey typical management costs for projects of similar size and characteristics. Prior to each growing season, you will receive a specified quote from your project manager detailing the recommended management strategies and associated costs for your project. PRI will provide a follow-up consultation approximately 1 month after the completion of the project (if the project was seeded in the fall, the consultation will occur the following spring). The Restorationist (or salesperson) will meet with the project owner to assess the status of the project, answer any questions, and provide any necessary recommendations. This follow-up consultation will be provided at no additional cost. K. Guarantee: Prairie Restorations, Inc. (PRI) has a great tradition of successfully installing native landscapes throughout the Upper Midwest. We feel our expertise in this industry is second to none and we stand behind every one of our projects. Because we are confident in our abilities to provide you with the best possible materials and services, we are proud to offer the following guarantee: On projects installed by PRI crews within the specified dates, we will guarantee successful establishment within three full growing seasons, given the following conditions: 1. That PRI materials and PRI installation services are used on the project. 2. That the failure of the project is not due to the actions of others. 3. That PRI staff has been consistently involved with the maintenance of the project (consultation with the client or direct utilization of PRI management services) from the time of germination until the end of the third growing season (i.e. mowing, spot spraying, and controlled burning). This outline provides a step-by-step plan for accomplishing the restoration of this site. If successful establishment does not occur within three full growing seasons, all necessary steps will be taken to ensure the eventual success of the project, at no additional charge. For purposes of this guarantee, successful establishment is defined as follows: That the presence of at least 75% of the original seeded or planted species can be found on site, and that the overall density of vegetation is comprised of no less than 75% native species. We guarantee the initial quality of our installation services and materials. A shoreline project of this nature is subject to wave action, fluctuations in water level, ice push and predation, so repairs and/or replanting may be required as part of project maintenance to achieve the desired end result. L. Contract: If you accept the proposal as written and want to proceed with the project, please sign the contract below and return via email, mail, or fax to 763-631-9453. Name: Date: Signed: Title: Project: Contract Value: $ Contractor: Prairie Restorations, Inc. Signed: Date: Patrick Kelly — Land Management Coordinator Prairie Restorations, Inc. 31646 1281h Street Princeton, MN 55371 M. Notes: Please note that this proposal is valid for 3 months (from the date on the proposal). If the proposal is accepted after the 3 month period, PRI reserves the right to modify the proposal based on cost fluctuations and material availability. Restoration outline prepared by Prairie Restorations, Inc. (PRI), Princeton, Minnesota 0 Fig 1. Monticello Xcel Prairie Remnant Enhancement for Pollinators Wright Soil and Water Conservation District N 4 i• M 't •> R 16.2 Ac Remnant enhancement 4.6 Ac burn and management 0 Source_ MGC 8 2015 Aerial Data shown may differ from actual survey pmof records 8/17/2016 rT } + *�•� ai 174L., + !�` 0 US ,* F ; 4.18 Ac Red cedar infestation 250 500 1 inch = 250 feet 10 1.000 N Feet A Map created by: Wright SWCD Eric Mattson L i 0 Source_ MGC 8 2015 Aerial Data shown may differ from actual survey pmof records 8/17/2016 rT } + *�•� ai 174L., + !�` 0 US ,* F ; 4.18 Ac Red cedar infestation 250 500 1 inch = 250 feet 10 1.000 N Feet A Map created by: Wright SWCD Eric Mattson Y m 1 y'•yi �i7eG �.\ .S` ,• ait i1x, , ♦�ii i �• \\ ca CD cu H ca U) a 3 Co �- C/) L � CU m � C CU O i N Ve U O O O CC.) C) C A U V O s ` 1 y'•yi �i7eG �.\ .S` ,• ait i1x, , ♦�ii i �• \\ ca CD cu H ca U) a 3 Co �- C/) L � CU m � C CU O i N Ve U O O O CC.) C) C A U V O 0 w z � m � v r G Q, - A , d d E E m m = ' m m - 1� 1 y'•yi �i7eG �.\ .S` ,• ait i1x, , ♦�ii i �• \\ ca CD cu H ca U) a 3 Co �- C/) L � CU m � C CU O i N Ve U O O O CC.) C) C A U V O CITY OF Montido COUNCIL CONNECTION JANUARY, 2017 113►y Transactions January 2017, the DMV processed 7,844 transactions 1,183 more than January 2016. DMV year -to date revenue is $55,542.70 an increase of $11,510.02 or 26.1% over the same period last year. Please see the following graphs for more detail. $60,000 $50,000 $40,000 $30,000 $20,000 $10,000 9,000 8,000 7,000 6,000 5,000 4,000 3,000 2,000 1,000 $60,000 $50,000 $40,000 $30,000 $20,000 $10,000 9,000 8,000 7,000 6,000 5,000 4,000 3,000 2,000 1,000 DMV Revenue Comparison ;1--,543 January January January January January January January 2011 2012 2013 2014 2015 2016 2017 DMV Transaction Comparison 7,844 January January January January January January January 2011 2012 2013 2014 2015 2016 2017 DMV Year -to -Date Revenue Comparison 544,033 537.534 $39,765 $40,164 - $-149 January January January January January January January 2011 2012 2013 2014 2015 2016 2017 DMV Year -to -Date Transaction Comparison 7,844 January January January January January January January 2011 2012 2013 2014 2015 2016 2017 CITY OF �01 kdo COUNCIL CONNECTION FEBRUARY 27, 2017 ECONOMIC DEVELOPMENT January 18-19 - EDAM Conference, Brooklyn Park, MN January 23 - Monticello Rotary Club Meeting January 24 - West Metro Group Leadership Meeting, Roseville, MN January 26 — CEDS (Comprehensive Economic Development Strategy) Meeting This was the first of four meetings that are scheduled to be held during the first half of 2017. The purpose was the identification of strengths, weaknesses, opportunities and threats related to human capital/resources. January 26 - Special EDA Meeting Land price discussion for prospect February 1- Meeting with Shred -N -Go Discuss potential site and concept layout February 2 — Meeting with April Studer Walk through of Fred's Building, 349 West Broadway, with architect February 6 - Monticello Rotary Club Meeting February 13 — Monticello Rotary Club Meeting February 16 — Meeting with Marcy Anderson, Chamber of Commerce Discussion and review of membership profile information February 17 — Meeting with Megan Livegard, Greater MSP, and Duane Northagen, WCEDP Effort to roll out a collaborative a Business Retention & Expansion (BRE) program. Defined the structure and approximate scheduling for Monticello businesses. Fourteen businesses are scheduled to be visited in the first half of 2017. Volunteers from IEDC will join the three BRE Coordinators (Jim, Megan and Duane) on the visits. February 22 — EDAM Day at the Capital Meetings with legislators regarding Minnesota Investment Fund (MIF) and Job Creation Council Connection — 02/27/17 Fund (JCF) and other proposed legislation with potential impacts to economic development. February 23 — CEDS (Comprehensive Economic Development Strategy) Meeting The second of four meetings to be held in the first half of 2017. The purpose was the identification of strengths, weakness, opportunities and threats related to "Economic Competitiveness." CITY OF Monti eff0 COUNCIL CONNECTION FEBRUARY 27, 2017 ENGINEERING DEPARTMENT Fallon Avenue Overpass- Federal Fund Award The Fallon Avenue Overpass project was recommended for award of $2,100,000 in federal funds by the Region 7W TAC at the meeting on February 15, 2017. The region has $3,168,000 available to fund road and bridge projects as part of the fiscal year (FY) 2021 Local Surface Transportation Program (STP) Program. There were 9 projects that submitted application for funding with $18 million in requested funding. Only 2 road and bridge projects were selected out of the 9 submitted. The Fallon Ave overpass is recommended to receive $2.1 million and Sherburne County CSAH 1 is recommended to receive $1.068 million. This was a highly competitive process, and all transportation projects submitted were viable. In the last 3 years, generally 4 to 8 projects had funding requests in the range of $3 million to $7 million with only $3 to $ 3.5 million available in funding for 2 to 3 projects. This was an unprecedented year with 9 projects requesting $18 million in funding with only $3.168 million available, making this a very competitive process. Region 7W consists of Wright County, Sherburne County, Stearns County, Benton County and all cities within these counties vying for funding their projects. District 3 MnDOT transportation planning staff reviewed all 9 project applications and ranked the projects based on 7 different criteria including: • Access and Mobility • System Connectivity • Multimodal • System Condition • Safety Council Connection — 02/27/17 • Economic Vitality • Cost Justification • Equity The Region 7W consists of a peer group of City and County engineers that rely on MnDOT rankings and presentation of the projects at the meeting in order to determine which projects should be recommended for funding. Only MnDOT staff reviews the applications. Literally on the spot, applicants have to present their projects and the group discusses which projects should be funded. Rankings alone do not guarantee funding for a project. In the end, this was not a slam dunk for the City of Monticello, although the project ranked high. Other projects had capacity and safety concerns and there was debate on which project should receive funding, despite the rankings. A combination of a good application, pre -planning and discussion with MnDOT planning staff resulting in a minor functional class change making the Fallon project eligible, the project presentation to the Region 7W TAC and the City engineer advocating for this project at the meeting, resulted in the award of funds. The next step in the process is approval by the Transportation Policy Board on February 24 and approval by the ATP (Area Transportation Partnership) Board on April 6, 2017. MnDOT does not anticipate any objections to the project funding from these boards, however the City should wait to issue a press release until after the April 6 meeting. A resolution accepting the federal funding with the City funding the remaining cost of the project will be presented to the Council for consideration after April 6. This is the largest amount of funding recommended to be received for a transportation project in the City. Congratulations to the City of Monticello! TH 25/7'hStreet Intersection Improvement Project Valley Paving, Inc. tentatively plans to start construction of the project as follows: April - May: Install temporary signal at TH 25 and 7th Street May - July 15: • Construction on Th Street east of TH 25 • Installation of retaining wall along the TH 25 adjacent to Hillside cemetery • Construction of TH 25 right turn lanes • Landscaping work Council Connection — 02/27/17 The schedule is dependent on weather conditions and when road restrictions are lifted. Traffic Impacts: Lane closures on TH 25 will not be allowed during the hours of 5:30 am to 7:00 pm Saturday thru Thursday and between 5:30 am and midnight on Friday. This means that likely a majority of the project will be constructed at night. Lane closures along 7h Street will be allowed during the daytime as long as one lane of traffic in each direction is maintained and access to adjacent businesses is maintained. 7" Street may be closed at night with a detour route on Cedar Street 6th Street. A public open house is planned for March 22, 2017 from 5-6pm. CITY OF Monti eff0 COUNCIL CONNECTION FEBRUARY 27, 2017 HI -WAY LIQUORS New Facebook Page In February 2017 Hi -Way Liquors unveiled its own Facebook Page. Hi -Way will continue to promote its community events and guest appearances on the City of Monticello page, but has an increased opportunity to promote products and sales on its solo page. Hi -Way got over 100 likes to the new page in the first week! Sales through January 31, 2017 Attached are schedules and charts for total sales in each major sales category through the end of January 2017. Hi -Way Liquors Sales Report 1/31/2017 Total Sales Month 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 CYM-LYM Y -T -D Jan $ 249,670.43 $ 316,280.10 $ 300,631.85 $ 296,838.64 $ 302,114.52 $ 328,004.13 $ 355,029.76 $ 380,425.45 $ 364,675.32 $ 356,295.18 -2.3% -2.3% Feb 255,440.36 284,988.38 285,584.50 315,239.00 307,385.41 337,923.99 333,487.18 347,777.77 362,746.98 - Mar 295,257.14 318,050.39 324,062.21 335,032.60 388,195.21 408,071.17 377,391.62 388,003.16 401,256.91 Apr 281,365.81 346,738.34 369,112.88 389,543.24 347,321.09 388,395.50 389,250.82 421,280.89 428,729.44 May 377,177.10 384,337.08 399,489.67 409,309.12 433,829.01 436,195.21 498,095.67 523,401.05 482,917.95 Jun 350,727.93 381,782.23 377,458.15 409,726.07 461,423.68 440,255.04 426,392.73 474,203.81 470,585.33 Jul 409,870.50 430,838.23 466,122.69 466,738.15 447,452.18 485,459.76 479,174.06 542,973.27 527,519.46 Aug 409,575.96 383,523.07 386,245.30 408,734.83 445,158.94 503,181.84 484,955.71 470,505.22 462,669.36 Sep 317,846.07 346,900.80 346,557.62 373,719.64 390,399.33 379,381.19 397,495.82 439,444.29 448,218.93 Oct 351,268.98 360,742.04 375,367.40 365,702.14 372,676.23 396,328.87 409,967.74 460,096.82 454,442.30 Nov 332,605.88 341,875.49 360,661.96 376,855.40 421,960.12 424,038.37 465,299.53 474,241.74 444,533.08 Dec 436,379.03 454,982.63 485,617.01 505,482.70 527,865.36 518,379.58 549,200.76 569,707.38 605,509.16 - Total $4,067,185.19 $4,351,038.78 $4,476,911.24 $4,652,921.53 $4,845,781.08 $5,045,614.65 $5,165,741.40 $5,492,060.85 $ 5,453,804.22 $ 356,295.18 Change $ 283,853.59 $ 125,872.46 $ 176,010.29 $ 192,859.55 $ 199,833.57 $ 120,126.75 $ 326,319.45 $ 288,062.82 $(5,135,765.67) Change % 7.0% 2.9% 3.9% 4.1% 4.1% 2.4% 6.3% 5.6% -93.5% Monthly Hi -Way Sales $600,000 $500,000 $400,000 ■, $300,000 $200,000 $100,000 - $- lift 1fi I Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec ■ 2008 ■ 2009 ■ 2010 ■ 2011 ■ 2012 ■ 2013 ■ 2014 2015 ■ 2017 Hi -Way Liquors Sales Report 1/31/2017 Beer Month 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 CYM-LYM Y -T -D Jan $ 122,218.36 $ 157,849.78 $ 146,246.32 $ 143,906.08 $ 149,406.45 $ 160,903.32 $ 173,814.13 $ 191,370.26 $ 176,483.68 $ 174,846.99 -0.9% -0.9% Feb 121,734.33 137,055.23 140,624.54 150,075.08 150,589.28 162,865.75 161,168.63 164,508.11 175,055.27 - Mar 138,889.05 155,196.13 164,157.70 163,595.55 203,957.25 192,607.52 185,325.68 192,955.79 199,141.66 Apr 146,613.65 178,834.20 189,978.23 194,504.16 179,486.77 186,134.31 198,195.77 219,756.39 228,133.10 May 201,232.14 210,097.48 223,678.47 208,963.65 227,664.73 234,738.30 256,188.77 259,306.91 250,403.11 Jun 193,801.97 207,793.83 206,043.42 224,769.03 259,671.21 243,389.79 238,322.11 263,421.95 263,264.15 Jul 226,317.96 229,199.79 260,971.50 258,734.60 253,648.64 273,319.54 265,555.32 301,867.65 296,513.68 Aug 226,653.65 203,222.86 211,996.32 216,546.53 242,179.20 281,577.25 267,802.95 253,141.21 250,255.41 Sep 166,679.60 183,586.32 183,865.70 199,170.24 208,974.88 202,213.80 211,854.94 233,215.56 238,333.55 Oct 176,382.34 179,873.10 190,893.27 180,043.06 187,386.57 191,764.20 210,454.13 234,882.09 224,253.93 Nov 158,322.50 154,584.13 168,265.14 171,866.27 195,276.37 192,162.71 202,081.91 207,055.40 213,333.23 Dec 187,691.06 190,655.19 203,080.13 216,560.71 224,952.83 217,491.21 234,178.12 241,996.27 253,223.11 - Total $2,066,536.61 $2,187,948.04 $2,289,800.74 $2,328,734.96 $2,483,194.18 $2,539,167.70 $2,604,942.46 $2,763,477.59 $ 2,768,393.88 $ 174,846.99 Change $ 121,411.43 $ 101,852.70 $ 38,934.22 $ 154,459.22 $ 55,973.52 $ 65,774.76 $ 158,535.13 $ 163,451.42 $(2,588,630.60) Change % 5.9% 4.7% 1.7% 6.6% 2.3% 2.6% 6.1% 6.3% -93.7% $350,000 $300,000 $250,000 $200,000 $150,000 i $100,000 $50,000 Jan Feb Mar Apr Monthly Beer Sales May Jun Jul Aug Sep Oct Nov ■ 2008 ■ 2009 ■ 2010 ■ 2011 ■ 2012 ■ 2013 ■ 2014 2015 ■ 2017 Dec Hi -Way Liquors Sales Report 1/31/2017 Liquor Month 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 CYM-LYM Y -T -D Jan $ 73,930.87 $ 92,370.42 $ 91,472.50 $ 91,279.01 $ 93,085.69 $ 103,977.89 $ 113,943.25 $ 118,577.85 $ 118,211.20 $ 114,509.99 -3.1% -3.1% Feb 74,261.89 83,513.27 85,484.92 96,541.21 92,489.93 106,387.16 107,609.55 112,198.85 113,060.59 - Mar 78,870.42 88,569.65 93,133.42 101,047.04 112,244.43 124,487.55 116,316.49 118,269.49 118,839.79 Apr 76,735.80 90,627.19 95,025.54 110,898.81 98,080.67 113,594.37 115,579.47 123,841.34 126,073.89 May 103,409.29 102,041.75 106,395.62 111,586.59 114,299.35 127,622.31 135,370.38 140,116.66 129,009.36 Jun 91,805.81 103,580.02 102,086.20 115,136.72 128,604.32 124,019.90 120,291.71 136,716.81 135,763.26 Jul 105,782.85 118,883.98 122,861.98 130,624.19 123,672.73 139,270.04 139,967.77 155,436.54 150,173.35 Aug 106,489.25 103,977.01 101,487.43 113,869.37 126,065.14 141,197.73 138,660.76 136,440.40 135,841.14 Sep 88,448.34 94,335.50 94,528.17 103,373.64 109,153.56 107,605.71 115,119.19 129,195.42 130,101.01 Oct 97,046.60 102,236.90 102,983.14 103,533.14 106,326.73 116,677.74 124,271.15 140,198.97 128,290.50 Nov 97,348.39 90,996.73 102,298.02 105,501.75 120,127.29 126,412.24 134,241.85 132,261.11 134,208.12 Dec 135,221.23 143,684.12 153,690.60 159,717.50 172,370.96 175,523.36 184,746.26 190,944.24 205,335.83 - Total $1,129,350.74 $1,214,816.54 $1,251,447.54 $1,343,108.97 $1,396,520.80 $1,506,776.00 $1,546,117.83 $1,634,197.68 $ 1,624,908.04 $ 114,509.99 Change $ 85,465.80 $ 36,631.00 $ 91,661.43 $ 53,411.82 $ 110,255.21 $ 39,341.83 $ 88,079.85 $ 78,790.21 $(1,519,687.69) Change % 7.6% 3.0% 7.3% 4.0% 7.9% 2.6% 5.7% 5.1% -93.0% Monthly Liquor Sales $250,000 ■ 2008 $200,000 ■ 2009 ■ 2010 $150,000 — ■ 2011 $100,000 ok 4 — ■2012 ■ 2013 $50,000 — ■ 2014 2015 $ ir i ■ 2017 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Hi -Way Liquors Sales Report 1/31/2017 Wine Month 2008 2009 2010 2011 2012 2013 2014 2015 Jan $ 30,700.42 $ 41,810.19 $ 43,324.18 $ 48,437.59 $ 50,238.83 $ 54,949.83 $ 59,391.16 $ 61,128.65 $ Feb 33,407.17 39,410.85 42,230.84 52,847.05 54,642.27 60,573.12 57,228.51 62,600.47 Mar 47,603.93 45,525.38 46,165.18 54,639.16 57,735.22 77,810.58 66,425.24 67,121.51 Apr 31,755.42 48,303.48 61,146.04 62,289.18 57,973.74 79,736.19 63,101.05 63,285.56 May 38,522.75 40,963.86 45,733.08 68,701.95 78,740.40 62,491.07 92,083.62 109,512.94 Jun 31,796.95 37,522.00 44,211.14 49,089.65 56,607.74 59,523.15 54,270.56 59,036.14 Jul 36,909.44 41,813.65 48,334.93 49,664.45 54,467.20 57,115.44 57,743.98 66,029.11 Aug 35,932.62 41,333.00 46,871.28 53,172.68 61,825.30 64,057.61 62,446.04 63,546.01 Sep 33,830.69 39,798.20 47,859.52 53,916.37 60,317.17 59,121.12 59,409.30 62,210.27 Oct 45,750.04 48,422.79 58,081.87 60,949.40 66,423.82 75,606.28 63,659.41 70,038.32 Nov 50,106.64 66,331.86 71,928.30 85,933.28 97,249.52 96,824.40 117,402.23 122,947.90 Dec 75,866.80 84,285.84 101,676.19 109,267.01 116,610.70 113,008.24 115,617.50 120,274.96 Total $ 492,182.87 $ 575,521.10 $ 657,562.55 $ 748,907.77 $ 812,831.91 $ 860,817.03 $ 868,778.60 $ 927,731.84 $ Change $ 83,338.23 $ 82,041.45 $ 91,345.22 $ 63,924.14 $ 47,985.12 $ 7,961.57 $ 58,953.24 $ Change % 16.9% 14.3% 13.9% 8.5% 5.9% 0.9% 6.8% $140,000 $120,000 $100,000 $80,000 $60,000 $40,000 $20,000 Jan Feb Mar Monthly Wine Sales I Aril I Apr May Jun Jul 2016 2017 CYM-LYM Y -T -D 60,454.56 $ 57,275.16 -5.3% -5.3% 64,797.38 - 71,840.82 61,268.24 87,333.35 54,889.39 60,750.62 60,015.78 65,294.31 89,005.29 83,896.45 129,536.28 - 889,082.47 $ 57,275.16 20,303.87 $ (870,456.68) 2.3% -93.8% Aug Sep Oct Nov ■ 2008 ■ 2009 ■ 2010 ■ 2011 ■ 2012 ■ 2013 ■ 2014 2015 ■ 2017 Dec Liquor Store Sales - Rolling 12 Month Periods $6 $5 $4 c $3 $2 $1 $- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_ - - - - - - - - - - - -_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_ - - - - - - - 3 d N — 0 J 91 w — 0 3 91 w 0 3 d w 0 3 d N — 0 J 91 N — 0 J 91 w — 0 3 91 w 0 3 tD O F+ N W A Vt Ol J CIOF Motiicdo�l COUNCIL CONNECTION FEBRUARY 27, 2017 PARKS DEPARTMENT Staff is working on the following tasks listed below: • Chipping requests • Cemetery; selling and locating graves • Locating Riverside grave lot pins • Equipment/vehicle repairs • Park rental setups • Routine building maintenance • Picnic table construction Updates: MCC Repairs: Parks staff has completed the repairs to MCC weight room, the warehouse and track area. BCOL: Staff has met with the athletic associations for 2017 field use at BCOL. The Soccer Association has signed a contract for field space and Lacrosse Association board still needs to meet. City Hall: Parks staff is remodeling the records room with a new interior wall and door to secure paperwork. Tree Work: Parks staff is in the process of removing hazard trees from local parks, including Pioneer, Meadow Oak, the River Mill Snake Trail, and Riverside Cemetery. Council Connection — 02/27/17 STREET DEPARTMENT Staff is working on the following tasks listed below: Shop: The shop has been busy doing normal maintenance on equipment and vehicles with other repairs as listed: • Prepped the two street sweepers for spring sweeping. • Replaced rear springs on a plow truck. • Repaired oil leak on front end loader. • Replaced front spring and sander control on Unit #109. Streets: • Sign maintenance and replacement; all street name signs west of TH 25 to Chestnut Street, north of I-94 have been replaced. • Boulevard tree trimming in various areas. • With the warmer weather, staff has swept streets from 2/14 to 2/22. • Staff has installed the proper signage on Gillard Avenue and 97t11 Street NE to make it a 3 -way stop. Stormwater: Staff trapped a beaver that dammed up a stormwater outlet on a pond off of Bakken Street. The dam was then destroyed and the pond is back to normal water height. This is the second beaver staff has trapped in the last six months in our ponds. Snow Removal: • From the end of January thru February, the Street Department has only been out two times with partial crews with a total of 2" of snow. Temperatures ranged from a high of 59 degrees to a low of -2 degrees. SEWER & WATER DEPARTMENT The Sewer & Water Department has been working on the following items. • Staff has been installing new radio reading units in the Klein Farms additions; there are a total of 414 accounts and 81 installations remaining. • Staff has been installing radio reading units on 7TH Street. Council Connection — 02/27/17 • The 2017 Core City project area sewer has been televised which indicated a few trouble areas and staff is working with WSB to resolve the issues. • Televising in the SW Quad is 90% done. • Staff has been working on building maintenance at Well houses 1 and 2. • The Superintendent is working with the Engineering Department on the 2017 Water Supply Plan. • The 2016 DNR Report is complete, which shows the city pumped a total 519 MG of water and paid the DNR $7,617 for that. • In 2016 the city pumped 519.364 MG and accounted for 491.388 MG of water with 5.3% unaccounted for.