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City Council Agenda Packet 01-28-2019
AGENDA REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, January 28, 2019 — 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 Agenda — Councilmembers or the City Administrator may add items to the agenda for discussion purposes or approval. The City Council may or may not take official action on items added to the agenda. C. Approval of Meeting Minutes • Regular Meeting Minutes from January 14, 2019 D. Citizen Comments — Individuals may address the City Council about any item not contained on the agenda. Each speaker will be allotted three minutes with a maximum of five speakers. The Mayor may allow for additional time and/or speakers. The City Council generally takes no official action of items discussed, with the exception of referral to staff for future report. E. Public Service Announcements/Updates • 2019-2020 Dog Licenses • MnDOT Project Open House — January 29 F. Council Liaison Updates • Parks and Recreation Commission G. Department Updates • City Administrator Update - Equity Initiative Update (Rachel Leonard) • Wright County Sheriff's Office Quarterly Update • Hi -Way Liquors Annual Update • DMV Annual Update 2. Consent Agenda — All items listed on the Consent Agenda are considered standard or may not need discussion prior to approval. These items are acted upon by one motion unless a councilmember, the city administrator, or a citizen requests the item by removed from consent for additional discussion. A. Consideration of approving payment of bills B. Consideration of approving new hires and departures for City departments C. Consideration of approving the sale/disposal of surplus city property D. Consideration of adopting Resolution 2019-06 accepting donations of $1,000 from Kjellberg's Inc. for exercise equipment for new fire station, $250 from Foster White Insurance for Power of Produce, $1,000 from Bursch Travel for Music on the Mississippi, $500 from WSB & Associates for city ballfields, and $1,000 from All Elements Roofing for Mississippi Rampage Softball Tournament E. Consideration of adopting Resolution 2019-07 supporting Utility Valuation Reform F. Consideration of approving a Memorandum of Understanding with Wright County, Otsego, and Clearwater for the creation of master plan for Great River Regional Trail and authorize Request for Proposals G. Consideration of approving the 2019 Wright County Highway Maintenance Agreement H. Consideration of approving a request for amendment to Monticello Zoning Ordinance Chapter 4.5 Signs, Section 19 — Dynamic Displays. Applicant: City of Monticello I. Consideration of approving a request for amendment to the Monticello Zoning Ordinance chapters and sections relating to the Central Community District. Applicant: City of Monticello J. Consideration of approving a Development Stage Planned Unit Development for Vehicle Sales & Rental for a Recreational Vehicle Dealership, and preliminary plat for Groveland Fifth Addition. Applicant: Monticello RV — Scott Kunz K. Consideration of approving a request for Map Amendment (rezoning) from A -O (Agriculture — Open Space) to R-1 (Single Family Residence) District, Final Stage Planned Unit Development, and Final Plat for Featherstone 4th Addition, a 24 lot single-family development. Applicant: Novak -Fleck Inc. (Horst Graser) L. Consideration of approving the Public Improvement and Special Assessment Agreement between the City of Monticello and Gold Nugget Development, Inc. for improvements at 85th Street and TH 25 M. Consideration of adopting Resolution 2019-09 approving the issuance of a lawful gambling off-site premise permit to Monticello Lions Club N. Consideration of approving a memorandum of understanding between the City of Monticello and Wright County for installation of a dynamic speed sign along County State Aid Highway 39 O. Consideration of approving Water Department purchase of 650 Neptune radio reading units for $71,175 P. Consideration of accepting bids and awarding contract for new fire station to Kue Contractors Inc. for $4,111,618 less the Alt. 1 Deduct of $70,000 2A. Consideration of items removed from the consent agenda for discussion 3. Public Hearings 4. Regular Agenda 5. Added Items 6. Adjournment REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, January 14, 2019 — 6:30 p.m. Mississippi Room, Monticello Community Center Present: Mayor Brian Stumpf, Jim Davidson, Bill Fair, and Charlotte Gabler Absent: Lloyd Hilgart 1. General Business A. Call to Order & Pledge of Allegiance Mayor Stumpf called the meeting to order at 6:30 p.m. B. Approval of Agenda Councilmember Hilgart moved approval of the agenda. Councilmember Gabler seconded the motion. Motion carried unanimously. C. Approval of Minutes Special Meeting Minutes from December 10, 2018 Councilmember Fair moved approval of the December 10, 2018 special meeting minutes. Councilmember Gabler seconded the motion. Motion carried unanimously. Regular Meeting Minutes from December 10, 2018 Councilmember Fair moved approval of the December 10, 2018 regular meeting minutes. Councilmember Davidson seconded the motion. Motion carried unanimously. Special Meeting Minutes from December 28, 2018 Councilmember Gabler moved approval of the December 28, 2018 special meeting minutes. Councilmember Davidson seconded the motion. Motion carried unanimously. D. Citizen Comments • Brian Anderson, 9660 Goodrich Avenue, spoke on behalf of the Monticello Soccer Club in regard to the new fire station and its location next to the building they lease. Mr. Anderson met with city staff and they are working through some issues regarding the building and their lease. E. Public Service Announcements • Holiday Hours — Martin Luther King Day F. Council Liaison Updates • EDA — Councilmember Davidson noted that there was an update from Sue Seeger, Arts Consultant, and an update from Sherburne County in regard to a rail park. • Library Board — Councilmember Hilgart attended the meeting and City Council Minutes —January 14, 2019 Page 1 1 6 • IEDC — Mayor Stumpf commented on the meeting and noted that the IEDC elected new officers and discussed the 2019 work plan. • Planning Commission — Councilmember Hilgart attended the Planning Commission meeting. The commission approved a Development Stage Planned Unit Development for Vehicle Sales & Rental for Monticello RV. • I-94 Coalition — Councilmember Gabler stated that the coalition's legislative preview is Friday, January 18. MnDOT has also scheduled meetings on the I-94 expansion project. • BCOL — Councilmember Fair provided an update. The group elected new officers for 2019. Wright County presented sketches of various camping structures/designs. The bids for the ballfields are expected back by February. The school district will be implementing a 4 -day week program for preschoolers and outdoor activities. G. Department Updates Jeff O'Neill, City Administrator, gave an update on the following: 1. There are some site modifications that need to be made for the Monticello Soccer Club building located at 101 Chelsea Road. This is in conjunction with the new fire station. 2. The Center for Energy and Environment and the Coalition of Utility Cities were invited to present to the Xcel Integrate Resource Plan Stakeholder meeting. 3. The proposals for the Ellison House are due 4:30 p.m. January 18. 4. The Animal Control RFP is being review by the Animal Control Officer and will then be reviewed by WCSO. 5. Staff is preparing a schedule of meetings to review city's strategic plan, goals, vision, etc. 6. Mr. O'Neill noted that going forward special meetings will begin at 5 p.m. unless otherwise noted. Matt Leonard, City Engineer/Public Works Director, introduce Larry Cook, the new manager of the Wastewater Treatment Plant. Mr. Cook is employed by Veolia. 2. Consent Agenda: Councilmember Fair moved approval of the Consent Agenda. Councilmember Davidson seconded the motion. Motion carried unanimously. A. Consideration of approving the payment of bills. Recommendation: Approved the bill and purchase card registers for a total amount of $1,339,926.51. B. Consideration of approving new hires/departures. Recommendation: Approved the hires for liquor store and MCC and departures for MCC. C. Consideration of approving the sale/disposal of surplus city property. Recommendation: No report this cycle. D. Consideration of approving Resolution 2019-01 accepting a donation of paint (value of $360) from Hirshfields for Monti Arts space at 349 W. Broadway. Recommendation: Adopted resolution accepting donation. City Council Minutes —January 14, 2019 Page 2 1 6 E. Consideration of approving a Therapeutic Massage Enterprise license for Buffalo Body Therapy located at 133 Sandberg Rd. (Fitness Revolution). Recommendation: Approved massage license for Buffalo Body Therapy, 133 Sandberg Rd. F. Consideration of approving DMV purchase of Chevy Equinox for $24,750. Recommendation: Approved the DMV purchase of Chevy Equinox for $24,750 from Cornerstone Automotive. G. Consideration of approving Ordinance 705 adopting the 2019 City of Monticello Official Zoning Map. Recommendation: Adopted Ordinance 705 for the 2019 City of Monticello Official Zoning Map, including Shoreland/Floodplain companion map, based on the findings in Resolution PC -2019-005. H. Consideration of adopting Resolution 2019-02 accepting improvements and authorizing final payment of $72,617.99 to ASTECH Corp. for the 2017 Street Reconstruction and Utility Improvement Project, City Project No. 16C003. Recommendation: Adopted Resolution 2019-02 accepting improvements and authorizing payment of $72,617.99 to Astech, Corp for the 2017 Street Reconstruction and Utility Improvement Project, City Project No. 15C003. I. Consideration of approving the preliminary plat and final plat of Oakwood Industrial Park 4th Addition. Applicant: City of Monticello. Recommendation: Approved the preliminary plat for Oakwood Industrial Park 4' Addition, based on the findings in Resolution No. PC -2019-004, and contingent on the conditions in Exhibit Z of the staff report and adopted Resolution 2019-05 approving the final plat for Oakwood Industrial Park 4th Addition, based on the findings in said resolution, and contingent on the conditions in Exhibit Z of the staff report. J. Consideration of approving the payment of $167,000 to Wright County for the discharge of stormwater from Carlisle Village development per the agreement with Wright County contingent on the approval of the city's petition to rescind the September 13, 2006 order transferring portions of County Ditch 33 to the city. Recommendation: Approved the payment of $167,000 for the discharge of stormwater from the Carlisle Village development per the agreement with Wright County contingent on the approval of the city's petition to rescind the September 13, 2006 order transferring portions of County Ditch 33 to the city. 4. Regular Agenda: A. Consideration of approving annual appointments and designations for 2019 Jeff O'Neill gave a brief overview and noted that the Health Officer designation should be tabled for further consideration. Mayor Stumpf proposed to add the Wright County Transportation Advisory Committee with Councilmember Hilgart serving and a city Finance Committee with members to include Councilmember Gabler, Mayor Stumpf, Jeff O'Neill, Wayne Oberg, Sarah Rathlisberger, and Rachel Leonard. The Finance Committee will meet the third Wednesday of each City Council Minutes —January 14, 2019 Page 3 1 6 month at 8 a.m. In addition Councilmember Fair volunteered to serve on the new Public Works Building Committee. Councilmember Fair moved approval of annual appointments and designations including the changes/additions mentioned above. Councilmember Hilgart seconded the motion. Motion carried unanimously. B. Consideration of adopting Resolution 2019-03 — Findings of Fact for denial of an amendment to the Comprehensive Plan requidin2 a Darcel described as Lot 1, Block 2, Riverview Square from "Places to Shop" to "Places to Live" and adoDtin2 Resolution 2019-04 — Finding of Fact for denial of an amendment to the zoning maD of a parcel described as Lot 1, Block 2, Riverview Square from `B-4, Regional Business District" to "R-4, Medium and High Densitv Residence District" or to reconsider action on both the Comprehensive Plan and Rezoning requests for the subiect Darcel Angela Schumann, Community Development Director, provided a brief overview and noted that the council took action to deny item on December 10. Therefore, findings of fact for denial are brought forward to council. Councilmember Gabler moved to reconsider action on the request for Comprehensive Plan Amendment from `Places to Shop' to `Places to Live' and the request for Zoning Map Amendment for rezoning from B-4 (Regional Business District) to R-4 (Medium -High Residence Density Residence District) for the parcel described as Lot 1, Block 2, Riverview Square. Councilmember Fair seconded the motion. Motion carried 4-1; Mayor Stumpf voted against. Mayor Stumpf noted that his reasons for voting against which included: inadequate data to approve a Comprehensive Plan Amendment or rezoning and this rezoning has been denied in the past. He also mentioned that the Planning Commission denied the rezoning and residential zoning isn't consistent with the Comprehensive Plan. Mayor Stumpf opened up the item for comments. The following people spoke on the item: Bob Nicholson, attorney for Jamison family, which owns property at 511 Territorial Rd. Mr. Nicholson commented that the council's actions could negatively impact the sale of their property. It was suggested to perhaps take a step back and wait for the Comprehensive Plan update before making a decision. Mayor Stumpf questioned Mike Hoagberg, Headwaters Development, on whether he thought there was enough demand for these units. Mr. Hoagberg responded that it is up to developers to know what the demand is and what projects to implement. Dan Mielke, Mielke Development, spoke in opposition to the project. Mr. Mielke is in partnership with Trident Development on a future senior development. He is speaking on behalf of Tealwood Management, the group that would manage the development. Mr. Mielke doesn't believe it is in the best interest of the city to modify the land use and zoning designations of the City Council Minutes —January 14, 2019 Page 4 16 property. He commented that the property is one of the better commercial properties in the city and has the potential for future development. Mr. Mielke feels that allowing the land use changes would be unfair. He noted that his company had looked at the same property but because of zoning chose another property located at Territorial Road. They did this as they were following the city's comprehensive plan. Rick Williamson, part owner of said property. Mr. Williamson spoke in favor of the project and commented that there is a need and waiting lists exist for senior housing, assisted living, etc. Mike Hoagberg, Headwaters Development, expressed his frustration with the presentation made by Dan Mielke. Mr. Hoagberg feels that Mr. Mielke is trying to delay his project so that Mielke's own project could have an advantage. Jon Tennessen, owner of Van Hanson Meats, 1580 Hart Blvd. stated that he supports both development as they could be viable resources for city tax revenue. Roger Fink, Trident Development, commented that if the project was approved, his development company would have to review their options in regard to its proposed Territorial Road development. Jim Schillewaert, Monticello, is property owner who has been working with Trident Development. He noted that the Jamison property has been sitting undeveloped. Shelly Matuska, 10019 Somerset Lane, has questions on the process of a Comprehensive Plan and determination of land use. She is uncertain that rezoning to residential would be the best use of the said property. Councilmember Davidson responded to questions regarding rezoning a property by noting that certain properties are in flexible zoning areas. This property is in one of those areas. John Gay, Monticello, commented that the city should delay project until the Comprehensive Plan update is completed. Minimal discussion ensued among City Councilmembers. Councilmember Fair noted that it is the market that determines whether a project is viable not the Comprehensive Plan. The Comprehensive Plan can be amended if the council feels a request is appropriate for the property in question. Councilmember Hilgart commented that there isn't favor for one project or another and that the council's job is to do what is best for the city by finding the best and highest use for this particular property. Councilmember Gabler added that this is a land use decision and it is up to the council to decide the best use of this property. Mayor Stumpf moved Findings of Fact for denial. Motion died for lack of a second. City Council Minutes —January 14, 2019 Page 5 1 6 Councilmember Hilgart requested information on motions for approval. Angela Schumann responded that motions for approval with resolutions and the ordinance for rezoning had been prepared for the December 10th, 2018 consideration and are included in the packet. Councilmember Hilgart moved approval of resolution approving the Comprehensive Plan amendment reclassifying the subject property Lot 1, Block 2, Riverview Square from `Places to Shop' to `Places to Live', based on findings identified in resolution. Councilmember Gabler seconded the motion. Motion carried 4-1; Mayor Stumpf voted against for reasons listed in opening motion. Resolution on Comprehensive Plan amendment was assigned number 2019-03. Councilmember Fair moved approval of resolution and ordinance rezoning of Lot 1, Block 2, Riverview Square to R-4, Medium -High Density Residential based on the findings identified in the resolution. Councilmember Davidson seconded the motion. There was a friendly amendment to only allow senior housing. Original motion with friendly amendment carried 4-1; Mayor Stumpf voted against for reasons listed in opening motion. Resolution on amendment to zoning map was assigned number 2019-04 and Ordinance rezoning to R-4 was assigned number 706. 5. Adiournment: By consensus, the meeting was adjourned at 8:12 p.m. Recorder: Jennifer Schreiber Approved: Attest: City Administrator City Council Minutes —January 14, 2019 Page 6 1 6 City Council Agenda: 1/28/2019 2A. Consideration of avvrovin2 vavment of bills (WO) A. REFERENCE AND BACKGROUND: City staff submits the attached bill registers and purchasing card registers for approval by Council. The bill registers contain all invoices processed and the purchasing card registers contain all card purchases made since the last Council meeting. Subject to MN Statutes, most invoices require Council approval prior to releasing checks for payment. The day following Council approval, payments will be released unless directed otherwise. A credit purchasing agreement and policy was approved by Council initially and card purchases must comply with the policy. If Council has no questions or comments on the bill and purchase card registers, these can be approved with the consent agenda. If requested, this item can be removed from consent and discussed prior to making a motion for approval. Al. Budget Impact: None A2. Staff Workload Impact: No additional work required. B. ALTERNATIVE ACTIONS: 1. Motion to approve the bill and purchase card registers for a total amount of $680,162.60. 2. Motion to approve the registers with changes directed by Council. C. STAFF RECOMMENDATION: City staff recommends Alternative #1 or #2, per direction of Council. D. SUPPORTING DATA: • Bill registers and Purchase Card registers Accounts Payable Computer Check Proof List by Vendor User: Debbie.Davidson Printed: 01/17/2019 - 3:26PM Batch: 00201.01.2019 - 201.01.2019 US Bank Invoice No Description Vendor: 4263 CAYAN 879325 Dec. 2018 (3) Genius Service Fee- cc machine re 879325 Dec. 2018 (16,904) Transaction Fee 01/15/2019 Check Total: Vendor: 2439 DEPT OF EMPLOYMENT & ECON DEVELO Qtr 4 2018 Qtr 4 2018 Unemployment Benefits Qtr 4 2018 Qtr 4 2018 Unemployment Benefits Check Total: Vendor: 3241 LINCOLN FINANCIAL GROUP 1/1/2019 January 2019 4,711.67 Check Total: Vendor: 1593 MN DEPT OF REVENUE - ACH December December Sales Tax - General December December Sales Tax - General December December Waste Tax - General December December Waste Tax - General December December Sales Tax - MCC December December Sales Tax - MCC December December Sales Tax - Water December December Sales Tax - Water December December Sales Tax - Hi Way Liquor Check Total: Vendor: 4732 MONEY MOVERS, INC. 115155 Fitness Rewards - Dec 2018 Amount Payment Date Acct Number Check Sequence: 1 89.85 01/15/2019 609-49754-424100 1,183.28 01/15/2019 609-49754-443980 1,273.13 Check Sequence: 2 482.61 12/31/2018 101-43120-414200 4,711.67 12/31/2018 101-45201-414200 5,194.28 Check Sequence: 3 2,630.91 01/15/2019 101-00000-217066 2,630.91 Check Sequence: 4 0.23 01/15/2019 101-41310-443990 25.77 01/15/2019 101-00000-208100 83.80 01/15/2019 101-00000-208120 0.20 01/15/2019 101-43230-443990 7,416.45 01/15/2019 226-00000-208100 -0.45 01/15/2019 226-45122-362900 1,312.46 01/15/2019 601-00000-208100 -0.46 01/15/2019 601-00000-362900 63,412.00 01/15/2019 609-00000-208100 72,250.00 Check Sequence: 5 72.00 12/31/2018 226-45122-430900 Moiiii6effo Y Reference ACH Enabled: True ACH Enabled: True ACH Enabled: True ACH Enabled: True ACH Enabled: True AP -Computer Check Proof List by Vendor (01/17/2019 - 3:26 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Check Total: 72.00 Vendor: 1426 CITY OF MONTICELLO Check Sequence: 6 UB Nov. 2018 8117 - MCC 925.17 12/31/2018 226-45126-438200 UB Nov. 2018 7224 - WWTP 1,985.81 12/31/2018 602-49480-438200 UB Nov. 2018 8177 - Library 165.77 12/31/2018 101-45501-438200 UB Nov. 2018 7885 - DMV/Help Center 23.63 12/31/2018 217-41990-438200 UB Nov. 2018 8114 - Hi -Way Liquor 86.71 12/31/2018 609-49754-438200 UB Nov. 2018 8528 - NSP Softball Field 14.38 12/31/2018 101-45203-438200 UB Nov. 2018 5026 - Ellison Park 14.38 12/31/2018 101-45201-438200 UB Nov. 2018 5250 - Bridge Park 14.38 12/31/2018 101-45201-438200 UB Nov. 2018 5637 - Meadow Oak Dog Park 5.45 12/31/2018 101-45201-438200 UB Nov. 2018 8086 - 4th St. Warming House 14.38 12/31/2018 101-45201-438200 UB Nov. 2018 8622 - Pioneer Park bathroom 14.38 12/31/2018 101-45201-438200 UB Nov. 2018 14476 - Ellison House 17.67 12/31/2018 101-45201-438200 UB Nov. 2018 7256-003- 349 Broadway W 14.38 12/31/2018 213-46301-438200 UB Nov. 2018 7256-007- 103 Pine St 14.38 12/31/2018 213-46301-438200 UB Nov. 2018 8631 - Animal Shelter 14.38 12/31/2018 101-42700-438200 UB Nov. 2018 8903 - PW Shop/Clerical 70.75 12/31/2018 101-43127-438200 UB Nov. 2018 8904 - PW Vehicle Storage 31.99 12/31/2018 101-43127-438200 UB Nov. 2018 8905 - PW Office 14.38 12/31/2018 101-43127-438200 UB Nov. 2018 8120 - Bldg. Inspec. Garage 14.38 12/31/2018 101-41940-438200 UB Nov. 2018 10128 - 6th St Office Facility 14.88 12/31/2018 101-41941-438200 UB Nov. 2018 8119 - Fire Station 14.38 12/31/2018 101-42200-438200 Check Total: 3,486.01 Vendor: 2811 US BANK CORPORATE PMT SYSTEM Check Sequence: 7 01/06/2019 PayPal - membership Fire Marshals Assn of MN 40.00 01/15/2019 101-42200-443300 01/06/2019 MN Dept Labor - Qtr 4 208 Bldg Permit Surchai -65.75 01/15/2019 101-42400-343000 01/06/2019 Int'1 Code Council - (2) Seminars 2/4 & 2/7 (CM 290.00 01/15/2019 101-42400-433100 01/06/2019 Int'l Code Council - (2) Seminars 2/6 & 2/8 (RH; 290.00 01/15/2019 101-42400-433100 01/06/2019 Int'l Code Council - (2) Seminars 2/5 & 2/8 (DC; 290.00 01/15/2019 101-42400-433100 01/06/2019 Eventbrite - 10,000 Lakes Chapter Intl Code Co, 95.00 12/31/2018 101-42400-443300 01/06/2019 US Cad - Bluebeam Revue - Perpetual Licenses 678.62 12/31/2018 101-42400-443700 01/06/2019 Amazon - Desk Tape Dispenser 5.60 12/31/2018 101-42200-421990 01/06/2019 Runnings - (4) 50 lb. Ice Melt 47.96 01/15/2019 101-42200-421990 01/06/2019 Runnings - extension cord 2.59 12/31/2018 101-42200-421990 01/06/2019 Amazon - Sq. 5 Timer 14.99 12/31/2018 101-42200-421990 01/06/2019 Amazon - storage clipboard 21.99 12/31/2018 101-42200-421990 01/06/2019 Runnings -(10) 24 pk. water 29.90 12/31/2018 101-42200-421990 01/06/2019 Home Depot - extension cord; (5) hand sanitizer: 33.97 12/31/2018 101-42200-421990 Reference ACH Enabled: True ACH Enabled: True AP -Computer Check Proof List by Vendor (01/17/2019 - 3:26 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference 01/06/2019 Cal Gas- FireDN-CARSRU- calibration for PID 69.63 12/31/2018 101-42200-421990 01/06/2019 Amazon - 4'x 6' white board- Fire meeting rm. 154.99 12/31/2018 101-42200-421990 01/06/2019 Webstaurant- Grindmaster Coffee Brewer- Fire 1 661.71 12/31/2018 101-42200-421990 01/06/2019 Runnings - Broom handle replacement 4.99 01/15/2019 101-42200-422990 01/06/2019 Nighthawk - Jan 2019 Security monitor/cellular 49.95 01/15/2019 101-42200-431900 01/06/2019 Verizon - Oct 21 - Nov 20 140.04 12/31/2018 101-42200-432100 01/06/2019 GFOA - Intro Governmental Acctg Training 3/7/ 85.00 01/15/2019 101-41520-433100 01/06/2019 MN GFOA - 2019 Membership (SR) 50.00 01/15/2019 101-41520-443300 01/06/2019 123 SignUp - 2019 Northstar Chapter APA Mem 50.00 01/15/2019 101-41520-443300 01/06/2019 Wall Street Journal - Monthly Subscription (WO 38.99 12/31/2018 101-41520-443300 01/06/2019 Time Value Software - 2019 Renewal - Amortize 35.00 01/15/2019 101-41520-443990 01/06/2019 Walmart - HDMI Cable 6.98 01/15/2019 101-41800-421990 01/06/2019 Amazon - Bulletin Board, Sticky Notes 29.44 12/31/2018 101-41800-421990 01/06/2019 Trusted Employees - Background Check Copy F 2.00 12/31/2018 101-41800-430400 01/06/2019 Fred Pryor Seminars - Unlimited Training 1 Yr ( 199.00 12/31/2018 101-41800-431960 01/06/2019 St Cloud Parking - HR Law Conference Parking 5.00 12/31/2018 101-41800-433100 01/06/2019 Green Mill - Lunch at HR Law Conference (TE) 8.59 12/31/2018 101-41800-433100 01/06/2019 Society HR Mgmt - 2018 Membership (TE) 184.00 12/31/2018 101-41800-443300 01/06/2019 Chin Yuen - Safety Committee Recognition Lunc 101.90 12/31/2018 101-41800-443990 01/06/2019 Domino's Pizza - Dinner for Special Council Me 53.64 12/31/2018 101-41110-443990 01/06/2019 Amazon - Space Heater 19.99 01/15/2019 101-41310-421990 01/06/2019 Neopost - Ink Cartridge for Postage Machine 140.00 01/15/2019 101-41310-421990 01/06/2019 Amazon - Cups, Paper Towels, Break Room Sup 135.07 12/31/2018 101-41310-421990 01/06/2019 Runnings - Hooks (2) 7.58 12/31/2018 101-41310-421990 01/06/2019 NBP - Binders (6) 64.39 12/31/2018 101-41310-421990 01/06/2019 NBP -Pens 79.58 12/31/2018 101-41310-421990 01/06/2019 NBP - Coat Hooks, Hangers, Note Pads 101.44 12/31/2018 101-41310-421990 01/06/2019 Amazon - Coffee, Pens, 102.76 12/31/2018 101-41310-421990 01/06/2019 Amazon - Whiteboard 338.20 12/31/2018 101-41310-421990 01/06/2019 Randys - Monthly Shredding Service (CH) 20.23 12/31/2018 101-41310-431990 01/06/2019 Xcel Parking - IRP Workshop Parking (JO) 13.00 12/31/2018 101-41310-433100 01/06/2019 Monti Chamber - Oct Lunch (RL) 15.00 12/31/2018 101-41310-443990 01/06/2019 Fastenal - (9) safety glasses 51.35 12/31/2018 101-43120-420650 01/06/2019 Mills Fleet- (3) pants T.M 119.97 12/31/2018 101-43120-421110 01/06/2019 Home Depot - For Sale sign f - Block 52 21.51 12/31/2018 101-43120-421990 01/06/2019 Home Depot - For Sale sign supplies - block 52 54.51 12/31/2018 101-43120-421990 01/06/2019 Fastenal -(25) Trubolt - railings on Brdwy 66.76 12/31/2018 101-43120-421990 01/06/2019 Dyna - cryobit tract shank; (50) cap screw; asst. 272.47 12/31/2018 101-43120-421990 01/06/2019 Runnings -wee whip; (6) engine oil 454.29 12/31/2018 101-43120-421990 01/06/2019 Runnings -weed whip; (2) chains; 6) engine oil: 577.18 12/31/2018 101-43120-421990 01/06/2019 Runnings - sm. chain saw; chain; files 53.43 12/31/2018 101-43120-422100 01/06/2019 Titan Mach.- #121 (2) coupler 138.00 12/31/2018 101-43120-422100 01/06/2019 Monti Napa - credit core deposit; valve cover 1.01 12/31/2018 101-43120-422110 AP -Computer Check Proof List by Vendor (01/17/2019 - 3:26 PM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference 01/06/2019 Monti Napa - #110 - (2) hose ends 8.50 12/31/2018 101-43120-422110 01/06/2019 Monti Napa - #110 - adapters; fittings 10.70 12/31/2018 101-43120-422110 01/06/2019 Monti Napa - #114- tiallight 21.87 12/31/2018 101-43120-422110 01/06/2019 Monti Napa - #130 -them. & water outlet Assem 58.59 12/31/2018 101-43120-422110 01/06/2019 Boyer Trucks - #111 - Chamber T2 65.46 12/31/2018 101-43120-422110 01/06/2019 Monti Napa - #800 - Ign. Starter; sway bar; tie rc 97.09 12/31/2018 101-43120-422110 01/06/2019 Royal Tire - (4) all season - Streets 402.36 12/31/2018 101-43120-422200 01/06/2019 Home Depot - (2) 50 lb. concrete mix 9.94 12/31/2018 101-43120-422600 01/06/2019 Fastenal - sign repair -(5) MNS 5/16' ; (20) #80 F 55.35 12/31/2018 101-43120-422600 01/06/2019 Dyna -(375) set screw square head- sign repair 398.67 12/31/2018 101-43120-422600 01/06/2019 3D Specialties - (6) Kleen Break surface mt; loci 1,031.50 12/31/2018 101-43120-422600 01/06/2019 Locators & Supplies - (6) Iniflex Sign Stand 866.20 12/31/2018 101-43120-422600 01/06/2019 Runnings - chain saw; (2) chains; oil 705.18 12/31/2018 101-43120-424100 01/06/2019 Abra Equip- St. Bid- Excavator Brush Cutter; ha 6,397.00 12/31/2018 101-43120-424100 01/06/2019 Verizon - Oct 21 - Nov 20 26.02 12/31/2018 101-43120-432100 01/06/2019 U of M CCE - 2/26/19 Asphlat Pvmnt Rehab- M 210.00 01/15/2019 101-43120-433100 01/06/2019 MN Nursery & Land. - (6) classes- TM; MR; R1- 280.00 01/15/2019 101-43120-433100 01/06/2019 S & T Mach & Welding- #621; #721 Case Loade 723.32 12/31/2018 101-43120-440440 01/06/2019 Ameripride - Nov. 2018 uniforms - Streets 192.07 12/31/2018 101-43120-441700 01/06/2019 Auto Value - #116 metaflex wire; male pipe- Wig 51.90 12/31/2018 101-43125-422100 01/06/2019 Royal Tire - #103 -Big Loader (1) Mich. tire 2,367.00 12/31/2018 101-43125-422200 01/06/2019 Monti Napa - #111 - (2) hose end 8.38 12/31/2018 101-43125-422450 01/06/2019 Monti Napa - #111 - coupler 56.55 12/31/2018 101-43125-422450 01/06/2019 Monti Napa - #111 -(6) asst. hose end fittings; (1 115.69 12/31/2018 101-43125-422450 01/06/2019 Dyna -(10) dome head plow bolt; (285) bolt GR` 371.15 12/31/2018 101-43125-422450 01/06/2019 Auto Value - Anti -Seize 6.99 12/31/2018 101-43127-421300 01/06/2019 Home Depot - paint sup. -mini rollers; brushes; rc 53.24 12/31/2018 101-43127-421510 01/06/2019 General Rental - Argon CO2 Tank 122.10 12/31/2018 101-43127-421520 01/06/2019 Fastenal - (100) shop supplies 5.22 12/31/2018 101-43127-421990 01/06/2019 Runnings - 1.89 lb. bulk screw lag 5.46 12/31/2018 101-43127-421990 01/06/2019 Runnings - (2) hex bushing galv.; hex bushing pi 6.57 12/31/2018 101-43127-421990 01/06/2019 Runnings - IOpc. saw blade 14.99 12/31/2018 101-43127-421990 01/06/2019 Delegard Tool - (3) mobile wk. table; (2) cob lig] 335.44 12/31/2018 101-43127-421990 01/06/2019 Home Depot -drill kit; driver kit 198.00 12/31/2018 101-43127-421990 01/06/2019 Home Depot -10' ladder; (5) 300w bulbs; Husky 679.85 12/31/2018 101-43127-421990 01/06/2019 Ameripride - Nov. 2018 Shop towels 270.76 12/31/2018 101-43127-421990 01/06/2019 Dyna - (25) return nut 2H Heavy Hex -30.65 12/31/2018 101-43127-421990 01/06/2019 Dyna -(50) cable tie 120 lb. 64.33 12/31/2018 101-43127-421990 01/06/2019 Runnings - (2) bolt window; hinge pin; rivets, as 28.51 01/15/2019 101-43127-421990 01/06/2019 Monti Napa - hose end fittings; weathershield en 100.30 12/31/2018 101-43127-422100 01/06/2019 Monti Napa - #621; 721; 126- (4) asst. filters 90.26 12/31/2018 101-43127-422110 01/06/2019 Monti Napa - #555 - (2) oil filters 8.42 12/31/2018 101-43127-422120 01/06/2019 Monti Napa - #551 - (2) oil filters 8.86 12/31/2018 101-43127-422120 AP -Computer Check Proof List by Vendor (01/17/2019 - 3:26 PM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference 01/06/2019 Monti Napa - (7) oil fltr; (4) fuel fltr; (4) air fltr; 152.71 12/31/2018 101-43127-422120 01/06/2019 Tri State Surplus- pallet racking at Edmonson Fa 998.10 12/31/2018 101-43127-422990 01/06/2019 Elk River Landfill- (3.49) Tons; 1 load 431.94 12/31/2018 101-43127-431990 01/06/2019 Safety Kleen- (8) G. waste combustable liquid 192.91 01/15/2019 101-43127-431990 01/06/2019 Advanced Disposal - Nov 2018 110.80 12/31/2018 101-43127-438400 01/06/2019 Lanair - (2) insulation kit; key igniter 219.76 12/31/2018 101-43127-440100 01/06/2019 MN State Patrol - Decals 34.50 01/15/2019 101-43127-443700 01/06/2019 Home Depot - (4) F x 18' blk. nipple; (3) flat ba: 40.60 12/31/2018 101-43160-421530 01/06/2019 Olsen Elec. - 150W lamp 53.48 12/31/2018 101-43160-421530 01/06/2019 Home Depot - (2) sod. hid. clr; (2) 70W sod. hid 72.98 12/31/2018 101-43160-421530 01/06/2019 WHCE - Dea.2018 -General Street Lighting 1,328.62 12/31/2018 101-43160-438100 01/06/2019 Banners.com - Yard Signs (2) 75.28 12/31/2018 101-43110-421990 01/06/2019 APWA - Pocket Guide Book, PW Mgmt Practice 94.40 12/31/2018 101-43110-421990 01/06/2019 Amazon -(12) asst. calendars; coffee; clipboard; 223.22 12/31/2018 101-43110-421990 01/06/2019 Fastenal - Lime Jacket - M.L. 41.12 12/31/2018 101-43110-421990 01/06/2019 Amazon - laminating sheets 8.57 12/31/2018 101-43110-421990 01/06/2019 WHCE - Dec.2018 -909 Golf Course Rd. Jan. se 19.95 12/31/2018 101-43110-431900 01/06/2019 U of M Cont. Learning -Annual Meeting City Er 375.00 12/31/2018 101-43110-433100 01/06/2019 Am Society Civil Eng - 2019 Membership 275.00 01/15/2019 101-43110-443700 01/06/2019 Monti Chamber - Nov Lunches (ML) 15.00 12/31/2018 101-43110-443990 01/06/2019 Amazon - Metal Frame Measuring Wheel 125.48 12/31/2018 101-43111-421990 01/06/2019 AASTO - Planning, Design, Operation Book 150.00 12/31/2018 101-43111-421990 01/06/2019 Verizon - Oct 21 - Nov 20 35.01 12/31/2018 101-43115-432100 01/06/2019 Verizon - Nov 11 - Dec 10 25.02 12/31/2018 101-43115-432100 01/06/2019 Verizon - Oct 11 - Nov 10 25.02 12/31/2018 101-43115-432100 01/06/2019 Chet's Red Wing Shoes- JB boots - 2017/2018 164.99 12/31/2018 101-45201-420650 01/06/2019 Holiday - Unleaded Fuel 5.125 gals @ $2.799 fo 14.34 12/31/2018 101-45201-421200 01/06/2019 Holiday - Unleaded Fuel 6.942 gals @ $2.799 fo 19.43 12/31/2018 101-45201-421200 01/06/2019 Holiday - (18.122) gal diesel @ $2.759 50.00 01/15/2019 101-45201-421200 01/06/2019 Fastenal - (10) offset link; (17) cotter pin 21.47 01/15/2019 101-45201-421650 01/06/2019 Kwik Trip - (11.092) gal. unleaded @ $2779 30.82 01/15/2019 101-45201-421650 01/06/2019 Home Depot - return (6) reflectors; (3) 4x4 -38.52 12/31/2018 101-45201-421650 01/06/2019 Runnings -(2) nylon rope 7.58 12/31/2018 101-45201-421650 01/06/2019 Red's - small gas can 12.19 12/31/2018 101-45201-421650 01/06/2019 American Door- (3) 14' Weatherstrip 129.00 12/31/2018 101-45201-421650 01/06/2019 Runnings - (3) gal bar oil; (2) gla. woodcutter ba 129.47 12/31/2018 101-45201-421650 01/06/2019 PayPal- (2) 300' Fire Hose - Parks 230.00 12/31/2018 101-45201-421650 01/06/2019 PayPal- HeliFlux Magnetic Locator w/ case 400.00 12/31/2018 101-45201-421650 01/06/2019 Barco - (4) picnic table frame protectors 412.78 12/31/2018 101-45201-421650 01/06/2019 Site One - (12) 6500 Series 4' Full Circle 430.08 12/31/2018 101-45201-421650 01/06/2019 John's Welding - (30) picnic table frame galv. - c 3,408.00 12/31/2018 101-45201-421650 01/06/2019 Runnings - (2) scrench Stihl; (10) Hillman bulk 1 16.58 12/31/2018 101-45201-421650 01/06/2019 John's Welding -Rotary- (5) custom design table: 5,424.00 12/31/2018 101-45201-421990 AP -Computer Check Proof List by Vendor (01/17/2019 - 3:26 PM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference 01/06/2019 Runnings -pole pruner; helmet; chain 764.89 12/31/2018 101-45201-424100 01/06/2019 WHCE - Dec.2018 2171 W. River St 36.45 12/31/2018 101-45201-431900 01/06/2019 WHCE - Dec.2018 - 1070 River St. W 19.95 12/31/2018 101-45201-431900 01/06/2019 MN Nursery & Land. -(6) Northern Green Conv, 210.00 01/15/2019 101-45201-433100 01/06/2019 MN EDA - 2019 Membership (JT) 295.00 01/15/2019 213-46301-443300 01/06/2019 Domino's Pizza - Dinner for EDS Special Meetir 41.31 12/31/2018 213-46301-443990 01/06/2019 Monti Chamber - Oct & Nov Lunches (JT) 30.00 12/31/2018 213-46301-443990 01/06/2019 Holiday - Unleaded Fuel 9.117 gals @ $2.219 20.23 12/31/2018 217-41990-421200 01/06/2019 Holiday - Unleaded Fuel 15.240 gals @ $2.169 33.06 12/31/2018 217-41990-421200 01/06/2019 Walmart Checks - Deposit Tickets (100) 11.03 12/31/2018 217-41990-421990 01/06/2019 Target - Hoiday Thank You Cards for Dealers 12.32 12/31/2018 217-41990-421990 01/06/2019 Minncor - Title Applications 70.00 12/31/2018 217-41990-421990 01/06/2019 General Credit Forms - Credit Card Paper 121.53 12/31/2018 217-41990-421990 01/06/2019 NBP - Paper, Highlighters, Pens, Calculator Pap( 139.65 12/31/2018 217-41990-421990 01/06/2019 M & M Carpet Cleaning - Tile Cleaning in Offic 460.85 12/31/2018 217-41990-421990 01/06/2019 Monti Napa - DMV- drive axle; (4) sp. plugs; co 97.19 12/31/2018 217-41990-421990 01/06/2019 WHCE - Dec.2018 DMV 19.95 12/31/2018 217-41990-431900 01/06/2019 Cintas - #4013838634 19.47 12/31/2018 217-41990-431990 01/06/2019 Randys - Monthly Shredding Service (DMV) 20.23 12/31/2018 217-41990-431990 01/06/2019 USPS - Priority Mail Pkg 7.90 12/31/2018 217-41990-432200 01/06/2019 USPS - Priority Mail Pkgs (2), Large Letter Mail 19.52 12/31/2018 217-41990-432200 01/06/2019 Advanced Disposal - Nov 2018 47.74 12/31/2018 101-45201-438400 01/06/2019 Advanced Disposal - Nov 2018 23.87 12/31/2018 101-45201-438400 01/06/2019 Advanced Disposal - Nov 2018 23.87 12/31/2018 101-45201-438400 01/06/2019 Upholstery Plus- (2) seats sprayers; 4 -wheeler bs 227.00 12/31/2018 101-45201-440440 01/06/2019 Ameripride - Nov. 2018 uniforms - Parks 163.72 12/31/2018 101-45201-441700 01/06/2019 Walmart - Arts Initiative return supply -4.98 12/31/2018 101-45204-421990 01/06/2019 Home Depot -key rack; (8) keys - Fred's Bldg. 46.31 01/15/2019 101-45204-421990 01/06/2019 Dacotah Paper - Bathroom Supplies 94.63 12/31/2018 101-45501-421990 01/06/2019 Cintas - #4008941674, 4009389617, 40116296& 75.20 12/31/2018 101-45501-431990 01/06/2019 Advanced Disposal - Nov 2018 11.93 12/31/2018 101-45501-431990 01/06/2019 MN Dept Labor - Qtr 4 208 Bldg Permit Surchar 1,643.81 01/15/2019 101-00000-208110 01/06/2019 Advanced Disposal - Nov 2018 - GFEE 1,273.97 12/31/2018 101-00000-208120 01/06/2019 Advanced Disposal - 2nd Cart Charges (2) 60.00 12/31/2018 101-43230-438400 01/06/2019 Advanced Disposal - Nov 2018 38,534.11 12/31/2018 101-43230-438400 01/06/2019 Advanced Disposal - Nov 2018 - Recycling 13,224.85 12/31/2018 101-43230-438400 01/06/2019 Advanced Disposal - Nov 2018 23.87 12/31/2018 609-49754-438400 01/06/2019 NBP - CC Charge Due to System Error; Refunde 1.00 12/31/2018 226-00000-115030 01/06/2019 Monti Chamber - Swan Brochure Advertising 80.00 12/31/2018 101-45501-443990 01/06/2019 Runnings - Extension Cord 12.99 12/31/2018 101-45175-421990 01/06/2019 Walmart - (13) Santa Hats - event 41.60 12/31/2018 609-49754-425550 01/06/2019 Target - (10) Santa Hats; cust. hardware- Event 42.95 12/31/2018 609-49754-425550 01/06/2019 Cub - NYE event- floral 102.82 12/31/2018 609-49754-425550 AP -Computer Check Proof List by Vendor (01/17/2019 - 3:26 PM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference 01/06/2019 WHCE - Dec.2018 - Hi -Way Liquor- Jan. serv. 21.42 12/31/2018 609-49754-431900 01/06/2019 Trusted Employees - Dec Background Checks (1 23.00 12/31/2018 609-49754-431990 01/06/2019 Cintas - #4012844401 58.63 12/31/2018 609-49754-431990 01/06/2019 Cintas - #4013839186; #4014161233 115.91 12/31/2018 609-49754-431990 01/06/2019 Cintas - #4013199019; 4013406441 118.70 12/31/2018 609-49754-431990 01/06/2019 DISH - Jan 2019 service 71.64 01/15/2019 609-49754-432500 01/06/2019 Amazon - HP Laserjet Pro <452 Wireless Color : 449.41 12/31/2018 702-00000-421990 01/06/2019 USPS - ZPARKS-COLUMB Priority Mail Pkg 7.15 12/31/2018 651-49010-421990 01/06/2019 PayPal- 200' steel surveyors tape wood 125.00 12/31/2018 651-49010-421990 01/06/2019 Advanced Disposal - Nov 2018 113.38 12/31/2018 602-49480-438400 01/06/2019 Mills Fleet - (6) nitrile gloves; (4) wastebasket;ei 59.18 01/15/2019 602-49490-421990 01/06/2019 Grainger - (2) hour meter for pump panels- split 23.95 12/31/2018 602-49490-422100 01/06/2019 Grainger - camera trailer; cord reel motor- Sewei 394.29 12/31/2018 602-49490-422100 01/06/2019 Mills Fleet - #303- (4) tires - Spit 334.40 12/31/2018 602-49490-422200 01/06/2019 Verizon - Nov 4 - Dec 3 20.73 12/31/2018 602-49490-432100 01/06/2019 USPS - Postcard Stamps for UB Cards (1/2) 17.50 01/15/2019 602-49490-432200 01/06/2019 WHCE - Dec.2018 Sunset Ponds 987 kWh 11/1- 135.36 12/31/2018 602-49490-438100 01/06/2019 WHCE - Dec.2018 1645 & 1675 CR 39 37.42 12/31/2018 602-49490-438100 01/06/2019 Ameripride - Nov. 2018 uniforms - Sewer 101.87 12/31/2018 602-49490-441700 01/06/2019 Cub - resale - (20) limes 13.80 12/31/2018 609-49750-425500 01/06/2019 Cub - resale -(30) limes 17.70 12/31/2018 609-49750-425500 01/06/2019 Cub - resale -(40) limes 23.90 12/31/2018 609-49750-425500 01/06/2019 Cub - resale -(37) limes; (4) lemons 30.69 12/31/2018 609-49750-425500 01/06/2019 Cub - resale -(65) limes: (8) lemons 39.62 12/31/2018 609-49750-425500 01/06/2019 Arctic Glacier - resale inv. #1956835108; 19568, 271.53 12/31/2018 609-49750-425500 01/06/2019 AST - (10) polo shirts 189.80 12/31/2018 609-49754-421110 01/06/2019 AST -utx (10) polo embroidery 85.00 12/31/2018 609-49754-421110 01/06/2019 NBP - (4) cs. paper 282.11 01/15/2019 609-49754-421990 01/06/2019 Walmart - vacuum 63.35 12/31/2018 609-49754-421990 01/06/2019 NBP -disinfectant 76.73 12/31/2018 609-49754-421990 01/06/2019 NBP - cs. tissue; pap. twls; liq. soap; etc 255.54 12/31/2018 609-49754-421990 01/06/2019 Fastenal - (200) cable ties; (24) well house maim 12.93 01/15/2019 601-49440-421990 01/06/2019 Runnings - (4) propane cylinder 13.16 01/15/2019 601-49440-421990 01/06/2019 Mills Fleet - (6) nitrile gloves; (4) wastebasket;ei 59.18 01/15/2019 601-49440-421990 01/06/2019 McMaster - compression tube fitting 20.92 01/15/2019 601-49440-421990 01/06/2019 Home Depot - (2) 10' pvc pipe; tube clamp, etc. 1 19.40 01/15/2019 601-49440-422100 01/06/2019 Grainger - (2) hour meter for pump panels- split 23.95 12/31/2018 601-49440-422100 01/06/2019 Monti Napa -tank heater 52.88 12/31/2018 601-49440-422100 01/06/2019 Mills Fleet -Well 3- Gen. set Batteries 179.98 12/31/2018 601-49440-422100 01/06/2019 McMaster- Well Hs. Chem. Feed repair parts- (3 405.90 12/31/2018 601-49440-422100 01/06/2019 Mills Fleet - #303- (4) tires - Spit 334.41 12/31/2018 601-49440-422200 01/06/2019 PayPal- Thermostat for chlorine room heater 16.00 12/31/2018 601-49440-422300 01/06/2019 WHCE - Dec.2018 5980 Jason Ave NE 19.95 12/31/2018 601-49440-431900 AP -Computer Check Proof List by Vendor (01/17/2019 - 3:26 PM) Page 7 Invoice No Description Amount Payment Date Acct Number Reference 01/06/2019 WHCE - Dec.2018 - 207 Chelsea Rd 32.95 12/31/2018 601-49440-431900 01/06/2019 WHCE - Dec.2018 - 209 Cedar St 29.95 12/31/2018 601-49440-431900 01/06/2019 WHCE - Dec.2018 - 132 E. Broadway 29.95 12/31/2018 601-49440-431900 01/06/2019 WHCE - Dec.2018 -200 Dundas Rd. Jan. serv. 29.95 12/31/2018 601-49440-431900 01/06/2019 Verizon - Nov 4 - Dec 3 20.73 12/31/2018 601-49440-432100 01/06/2019 USPS - Postcard Stamps for UB Cards (1/2) 17.50 01/15/2019 601-49440-432200 01/06/2019 Ameripride - Nov. 2018 uniforms - Water 101.87 12/31/2018 601-49440-441700 01/06/2019 Advanced Disposal - Nov 2018 208.87 12/31/2018 226-45126-438400 01/06/2019 UPS - Shipping to Return Parts to Vendor (Nat'l 13.49 12/31/2018 226-45126-443990 01/06/2019 Amazon - Refund Barbell Pads -29.96 12/31/2018 226-45127-421720 01/06/2019 Amazon - Barbell Pads 27.98 12/31/2018 226-45127-421720 01/06/2019 National Gym Supply - Refund Alternator Belt, ( -59.92 12/31/2018 226-45127-421720 01/06/2019 Amazon - Scrimmage Vests 32.99 01/15/2019 226-45127-421740 01/06/2019 Ausco - Shirts for League Champs:Flag Football 176.00 12/31/2018 226-45127-421740 01/06/2019 Amazon - Power Surge Protectors (3) 170.67 01/15/2019 226-45122-421990 01/06/2019 BDP - Tape, Wall Planning Calendar 24.88 12/31/2018 226-45122-421990 01/06/2019 Amazon - Doorbell for Tricia's Office 27.99 12/31/2018 226-45122-421990 01/06/2019 Amazon - Ergonomic Keyboard and Riser for Fr 49.99 12/31/2018 226-45122-421990 01/06/2019 NBP - Paper, Cardstock 70.78 12/31/2018 226-45122-421990 01/06/2019 Amazon - Sign, Toilet Seat for Child Care 85.95 12/31/2018 226-45122-421990 01/06/2019 Trusted Employees - Dec Background Checks (1 23.00 12/31/2018 226-45122-431990 01/06/2019 Monti Chamber - Nov Lunch (AM) 15.00 12/31/2018 226-45122-443990 01/06/2019 Amazon - Plates for Birthday Parties (400) 157.70 12/31/2018 226-45123-421460 01/06/2019 Ausco - Lifeguard (27) & Slide Attendant Shirts 232.50 12/31/2018 226-45124-421110 01/06/2019 Recreation Supply - Rescue Tub 67.72 12/31/2018 226-45124-421990 01/06/2019 Weston Furniture - Pool Deck Chairs (14) 1,299.65 12/31/2018 226-45124-424100 01/06/2019 Dacotah Paper - Concession Supplies: Straws, G 233.16 12/31/2018 226-45125-421990 01/06/2019 Target - Resale Snacks: Crackers, Protein Bars,1 68.18 12/31/2018 226-45125-425410 01/06/2019 Target - Socks 13.98 12/31/2018 226-45125-425411 01/06/2019 Dacotah Paper - Bathroorn/Lockerroom Supplic, 3,332.60 12/31/2018 226-45126-421990 01/06/2019 Runnings - 3/8" x 7/8" Socket to Adjust BB Hoo 3.79 01/15/2019 226-45126-422990 01/06/2019 Home Depot - EZ Flush Valve (2) 252.14 01/15/2019 226-45126-422990 01/06/2019 Home Depot - Misc Hardware 3.81 12/31/2018 226-45126-422990 01/06/2019 Dakota Supply Group - Gauges for Boiler Syster 10.62 12/31/2018 226-45126-422990 01/06/2019 Home Depot - Shelving for Mens Locker Room 17.54 12/31/2018 226-45126-422990 01/06/2019 Home Depot - Locks for Cabinets; Screwdriver 19.11 12/31/2018 226-45126-422990 01/06/2019 Home Depot - Track Light Bulbs for Warehouse 19.86 12/31/2018 226-45126-422990 01/06/2019 Hafele - Keys for Lockers 247.58 12/31/2018 226-45126-422990 01/06/2019 Home Depot.com - Auto Flush Valves (2) 308.00 12/31/2018 226-45126-422990 01/06/2019 National Gym Supply - Belt; Cloth & Pulley Ass 107.00 12/31/2018 226-45126-422990 01/06/2019 WHCE - Dec.2018 MCC 27.95 12/31/2018 226-45126-431900 01/06/2019 WHCE - Dec.2018 -MCC- Jan. serv. 19.95 12/31/2018 226-45126-431900 01/06/2019 Cintas - #4013406470, 4013839246, 401416124' 145.70 12/31/2018 226-45126-431990 AP -Computer Check Proof List by Vendor (01/17/2019 - 3:26 PM) Page 8 Invoice No Description Amount Payment Date Acct Number Reference 01/06/2019 Cintas - #4009389571, 4009657074, 4011629711 222.39 12/31/2018 226-45126-431990 Check Total: 109,889.96 Vendor: 2438 VANCO SERVICES LLC Check Sequence: 8 ACH Enabled: True 00009363749 Vanco - Gateway Exchange - Dec 2018 52.24 12/31/2018 601-49440-443980 00009363749 Vanco - Gateway Exchange - Dec 2018 52.24 12/31/2018 602-49490-443980 00009363749 Vanco - Gateway Exchange - Dec 2018 0.70 12/31/2018 656-00000-202099 Check Total: 105.18 Vendor: 1585 XCEL ENERGY Check Sequence: 9 ACH Enabled: True 12/2018 St. Lts 51-6505916-3 - Street Lights 10/2-31/2018 - 12,734.57 12/31/2018 101-43160-438100 Check Total: 12,734.57 Total for Check Run: Total of Number of Checks: 207,636.04 9 The preceding list of bills payable was reviewed and approved for payment. Date: 1/28/19 Approved by Mayor Brian Stumpf AP -Computer Check Proof List by Vendor (01/17/2019 - 3:26 PM) Page 9 Accounts Payable Computer Check Proof List by Vendor User: Debbie.Davidson Printed: 01/23/2019 - 1:59PM Batch: 00206.01.2019 - 206.01.2019 AP Invoice No Description Vendor: 1020 ALMCO HYDRAULICS INC 17298 14,034.12 adjust safety switch & pump pressure settings- B 12/31/2018 656-49877-421800 Check Total: Vendor: 1977 ANCOM COMMUNICATIONS INC 84782 NiMHG FM Battery - Fire Check Total: Vendor: 1030 ANCOM TECHNICAL CENTER INC 84751 01/29/2019 U-8 radio- Optimize radio 272.60 Check Total: Vendor: 3491 ARTISAN BEER COMPANY 3318584 609-49750-433300 resale - beer 3320569 01/29/2019 resale - beer 270.50 Check Total: Vendor: 4502 ARVIG 1/8/2019 IT Services - Jan 2019 287033 FMN expenses Dec 2018 287033 Fallon Project - FMN expenses Dec 2018 Check Total: Vendor: 1065 BELLBOY CORPORATION 67845400 resale - wine 67845400 resale - liquor 67845400 freight 67888700 freight 67888700 resale - liquor Amount Payment Date Acct Number Check Sequence: 1 167.45 01/29/2019 609-49754-431990 167.45 Check Sequence: 2 98.50 01/29/2019 101-42200-421990 98.50 14,034.12 12/31/2018 656-49877-421800 Check Sequence: 3 48.00 01/29/2019 101-42200-440440 48.00 Check Sequence: 4 97.80 01/29/2019 609-49750-425200 174.80 01/29/2019 609-49750-425200 272.60 01/29/2019 Check Sequence: 5 73.00 01/29/2019 702-00000-431990 14,034.12 12/31/2018 656-49877-421800 615.54 12/31/2018 656-49877-440100 14,722.66 Check Sequence: 6 402.00 01/29/2019 609-49750-425300 580.08 01/29/2019 609-49750-425100 20.39 01/29/2019 609-49750-433300 13.04 01/29/2019 609-49750-433300 270.50 01/29/2019 609-49750-425100 Moiiii6effo Y Reference ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: True ACH Enabled: True AP -Computer Check Proof List by Vendor (01/23/2019 - 1:59 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference 67888700 resale - wine 150.00 01/29/2019 609-49750-425300 67939200 resale -liquor 1,250.32 01/29/2019 609-49750-425100 67939200 resale - wine 60.00 01/29/2019 609-49750-425300 67939200 freight 24.16 01/29/2019 609-49750-433300 67961500 resale - liquor credit inv. # 67797800 -130.00 01/29/2019 609-49750-425100 68046500 resale - liquor 1,379.96 01/29/2019 609-49750-425100 68046500 freight 31.05 01/29/2019 609-49750-433300 68046500 resale- wine 128.00 01/29/2019 609-49750-425300 98864400 freight 0.11 01/29/2019 609-49750-433300 98864400 asst. bags 25.00 01/29/2019 609-49754-421990 98897700 asst. bags 100.00 01/29/2019 609-49754-421990 98897700 freight 0.46 01/29/2019 609-49750-433300 Check Total: 4,305.07 Vendor: 5031 BERGO ENVIRONMENTAL INC Check Sequence: 7 ACH Enabled: False 2713 Arts Innit. - Lead Encapsulation; asbesto Remov 3,551.00 01/29/2019 101-45201-440100 Check Total: 3,551.00 Vendor: 1067 BERNICK'S Check Sequence: 8 ACH Enabled: False 88153 resale - pop, Gatorade, water 326.90 01/29/2019 226-45125-425410 88154 resale -juice 16.40 01/29/2019 609-49750-425500 88154 resale - soda pop 101.81 01/29/2019 609-49750-425400 88155 resale - beer 1,628.95 01/29/2019 609-49750-425200 91273 Refund for Outdated Product -7.44 01/29/2019 226-45125-425410 91274 resale - pop, Gatorade, water 177.10 01/29/2019 226-45125-425410 91275 resale - juice 32.80 01/29/2019 609-49750-425500 91275 resale - soda pop 74.31 01/29/2019 609-49750-425400 91276 resale- beer 1,549.30 01/29/2019 609-49750-425200 Check Total: 3,900.13 Vendor: 5025 BEVERAGE LINE SERVICE LLC Check Sequence: 9 ACH Enabled: False 1473 Cleaned Tap Beer Lines (2) 46.00 01/29/2019 226-45123-431990 Check Total: 46.00 Vendor: 4950 BONDHUS CORPORATION Check Sequence: 10 ACH Enabled: False Final Pmt GMEF Loan Origination Fee -500.00 01/29/2019 213-00000-362900 Final Pmt Final Payment - GMEF Loan Draw #3 79,352.87 01/29/2019 213-00000-362900 Check Total: 78,852.87 AP -Computer Check Proof List by Vendor (01/23/2019 - 1:59 PM) Page 2 Invoice No Description Vendor: 4618 BOUND TREE MEDICAL, LLC 83076804 G3 Oxygen Module - Fire 83078042 (2) lOpk asst. size mask bag reservoir Check Total: Vendor: 1080 BRAEMAR MAILING SERVICE INC 59537 UB Jan 2019 Invoices - (3730 pcs) Print, Fold, S 59537 UB Jan 2019 Invoices - (3730 pcs) Print, Fold, S Vendor: 1091 Check Total: Vendor: 4328 BREAKTHRU BEVERAGE MN WINE & SPIF 1080914943 resale - liquor 1080914943 resale - wine n/a 1080914943 resale - wine 1080914943 freight 1080918040 freight 1080918040 resale - wine 1080918040 resale - liquor 1080918041 resale - beer Amount Check Total: Vendor: 2890 BROTHERS FIRE PROTECTION CO 109599 Replace Strobe in Mens Locker Room; Program Check Total: Vendor: 1089 SARA CAHILL 1/15/2019 Mileage Reimbursement - NW Metro Farmers N 01/29/2019 Check Total: Vendor: 1091 CAMPBELL KNUTSON PA 2348-OOIG 114 Code Enforcement Services - Dec 2018 2348-156G 2 201851 - Featherstone 4th Addition - Dec 2018 Check Total: Vendor: 1801 CANNON RIVER WINERY 6296 resale - wine Check Total: AP -Computer Check Proof List by Vendor (01/23/2019 - 1:59 PM) Amount Payment Date Acct Number Reference Check Sequence: 11 ACH Enabled: False 73.98 01/29/2019 101-42200-421990 45.02 01/29/2019 101-42200-421990 119.00 Check Sequence: 12 ACH Enabled: False 780.06 01/29/2019 601-49440-431800 780.05 01/29/2019 602-49490-431800 1,560.11 Check Sequence: 13 ACH Enabled: False 3,883.80 01/29/2019 609-49750-425100 58.00 01/29/2019 609-49750-425400 600.00 01/29/2019 609-49750-425300 61.61 01/29/2019 609-49750-433300 33.55 01/29/2019 609-49750-433300 438.48 01/29/2019 609-49750-425300 3,288.76 01/29/2019 609-49750-425100 55.40 01/29/2019 609-49750-425200 8,419.60 Check Sequence: 14 ACH Enabled: True 828.59 01/29/2019 226-45126-440100 828.59 Check Sequence: 15 ACH Enabled: True 27.84 01/29/2019 226-45122-433100 27.84 Check Sequence: 16 ACH Enabled: True 809.00 12/31/2018 101-42400-430400 157.20 12/31/2018 101-00000-220110 966.20 Check Sequence: 17 ACH Enabled: True 288.00 01/29/2019 609-49750-425300 288.00 Page 3 Invoice No Description Vendor: 4646 CAPITOL BEVERAGE SALES L.P. 2210652 resale - beer n/a 2210652 01/29/2019 resale - beer 2213152 01/29/2019 resale - beer 2213663 01/29/2019 resale - beer 2213663 01/29/2019 resale - beer n/a 83.10 01/29/2019 Check Total: Vendor: 1095 CARLOS CREEK WINERY INC 16766 resale - wine 24,750.00 01/29/2019 Check Total: Vendor: 4089 CARLSON & LYTER DISTRIBUTING, INC 6170366 resale- beer 12,000.00 12/31/2018 Check Total: Vendor: 1106 CENTRAL MCGOWAN INC 00251868 Bulk Carbon Dioxide (558 lbs) 162.40 01/29/2019 Check Total: Vendor: 3296 CORNERSTONE CHEVROLET 1/21/2019 01/29/2019 DMV - 2019 Chev Equinox - VIN#3GNAXSEV 2,248.75 01/29/2019 Check Total: Vendor: 4694 CUNINGHAM GROUP ARCHITECTURE INC 51903 01/29/2019 Facade Improvements - Dec 2018 2,783.25 01/29/2019 Check Total: Vendor: 1129 DAHLHEIMER BEVERAGE LLC 1394084 01/29/2019 resale - beer 197246 resale - beer 197246 resale - beer n/a 197497 resale - beer 197845 resale - beer 198036 resale - beer 198285 resale - beer 198285 resale - beer n/a 198411 resale - beer n/a Amount Payment Date Acct Number 396.00 Check Sequence: 18 22.35 01/29/2019 609-49750-425400 9,056.75 01/29/2019 609-49750-425200 64.00 01/29/2019 609-49750-425200 14,541.90 01/29/2019 609-49750-425200 83.10 01/29/2019 609-49750-425400 23,768.10 Check Sequence: 19 396.00 01/29/2019 609-49750-425300 396.00 Check Sequence: 20 517.10 01/29/2019 609-49750-425200 517.10 Check Sequence: 21 140.60 01/29/2019 226-45124-421600 140.60 Check Sequence: 22 24,750.00 01/29/2019 703-00000-165010 24,750.00 Check Sequence: 23 12,000.00 12/31/2018 400-43300-431990 12,000.00 Check Sequence: 24 162.40 01/29/2019 609-49750-425200 25,854.70 01/29/2019 609-49750-425200 132.00 01/29/2019 609-49750-425400 2,248.75 01/29/2019 609-49750-425200 13,536.63 01/29/2019 609-49750-425200 64.00 01/29/2019 609-49750-425200 2,783.25 01/29/2019 609-49750-425200 46.00 01/29/2019 609-49750-425400 269.05 01/29/2019 609-49750-425400 Reference ACH Enabled: True ACH Enabled: False ACH Enabled: True ACH Enabled: True ACH Enabled: False ACH Enabled: False ACH Enabled: True AP -Computer Check Proof List by Vendor (01/23/2019 - 1:59 PM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference 198411 resale - beer 25,303.10 01/29/2019 609-49750-425200 198652 resale - beer credit -109.65 01/29/2019 609-49750-425200 Check Total: 70,290.23 Vendor: 2050 DEMVI LLC Check Sequence: 25 ACH Enabled: False 1/17/2019 Feb - Parking Lot Easement Maint Agreement 121.60 01/29/2019 213-46301-443990 Check Total: 121.60 Vendor: 1147 DOUBLE D ELECTRIC INC Check Sequence: 26 ACH Enabled: False 23177 re-route circuitry adjacent to brine tank 315.32 12/31/2018 101-43127-440100 Check Total: 315.32 Vendor: 1153 ECM PUBLISHERS INC Check Sequence: 27 ACH Enabled: True 662755 Ordinance 704A- Ad# 894717 138.45 01/29/2019 101-41310-435100 Check Total: 138.45 Vendor: 2561 FERGUSON WATERWORKS #2516 Check Sequence: 28 ACH Enabled: False 0314665 resale - (18) asst. meters 3,471.42 01/29/2019 601-49440-422710 Check Total: 3,471.42 Vendor: 2273 FIBERNET MONTICELLO - ACH Check Sequence: 29 ACH Enabled: True 1/8/2019 Jan 2019 - Cable - MCC 329.81 01/29/2019 226-45127-432500 1/8/2019 Jan 2019 - Cable - City Hall 12.95 01/29/2019 101-41310-431990 1/8/2019 Jan 2019 - Cable - Fire Hall 5.11 01/29/2019 101-42200-431990 1/8/2019 Jan 2019 - Phone - City Hall 663.18 01/29/2019 702-00000-432100 1/8/2019 Jan 2019 - Phone - MCC 547.45 01/29/2019 702-00000-432100 1/8/2019 Jan 2019 - Phone - Ballfields 19.56 01/29/2019 702-00000-432100 1/8/2019 Jan 2019 - Phone - DMV 261.30 01/29/2019 702-00000-432100 1/8/2019 Jan 2019 - Phone - Hi Way Liquor 343.69 01/29/2019 702-00000-432100 1/8/2019 Jan 2019 - Phone - Fire Hall 928.68 01/29/2019 702-00000-432100 1/8/2019 Jan 2019 - Phone - Public Works 263.21 01/29/2019 702-00000-432100 1/8/2019 Jan 2019 - Phone - Parks 114.12 01/29/2019 702-00000-432100 1/8/2019 Jan 2019 - Phone - Prairie Center 14.22 01/29/2019 702-00000-432100 1/8/2019 Jan 2019 - Phone - Sheriff 69.86 01/29/2019 702-00000-432100 1/8/2019 Jan 2019 - Internet - City Hall 134.95 01/29/2019 702-00000-432300 1/8/2019 Jan 2019 - Internet - MCC 10.00 01/29/2019 702-00000-432300 1/8/2019 Jan 2019 - Internet - Ballfields 10.00 01/29/2019 702-00000-432300 1/8/2019 Jan 2019 - Internet - DMV 41.95 01/29/2019 702-00000-432300 1/8/2019 Jan 2019 - Internet - Hi Way Liquor 41.95 01/29/2019 702-00000-432300 AP -Computer Check Proof List by Vendor (01/23/2019 - 1:59 PM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference 1/8/2019 Jan 2019 - Internet - Fire Hall 41.95 01/29/2019 702-00000-432300 1/8/2019 Jan 2019 - Internet - Animal Shelter 29.95 01/29/2019 702-00000-432300 1/8/2019 Jan 2019 - Internet - Public Works 69.95 01/29/2019 702-00000-432300 1/8/2019 Jan 2019 - Internet - Sheriff 41.95 01/29/2019 702-00000-432300 1/8/2019 Jan 2019 - Internet - MCC @ Prairie Center 40.63 01/29/2019 702-00000-432300 1/8/2019 Jan 2019 - Data Hosting - City Hall 500.00 01/29/2019 702-00000-431900 1/8/2019 Jan 2019 - Service Contract - City Hall 250.00 01/29/2019 702-00000-431900 Check Total: 4,786.42 Vendor: 1413 GOPHER STATE ONE CALL INC Check Sequence: 30 ACH Enabled: True 9000589 2019 Annual Facility Operator Fee - 1/2 FNM 25.00 01/29/2019 656-00000-202099 9000589 2019 Annual Facility Operator Fee - 1/2 Water 25.00 01/29/2019 601-49440-432770 Check Total: 50.00 Vendor: 1219 RONALD G HACKENMUELLER Check Sequence: 31 ACH Enabled: True 1/23/2019 Fastenal Purchase for Gloves & Vest - Used Pers 32.19 12/31/2018 101-42400-421990 Check Total: 32.19 Vendor: 1223 HAWKINS INC Check Sequence: 32 ACH Enabled: True 4431405 Pool Chemicals 952.16 01/29/2019 226-45124-421600 Check Total: 952.16 Vendor: 1232 HILLYARD INC MINNEAPOLIS Check Sequence: 33 ACH Enabled: False 603283403 Arsenal Top Clean (8) 254.88 01/29/2019 226-45126-421990 Check Total: 254.88 Vendor: 4218 HOHENSTEINS, INC Check Sequence: 34 ACH Enabled: False 115558 resale - beer 296.00 01/29/2019 609-49750-425200 116713 resale - beer 653.00 01/29/2019 609-49750-425200 Check Total: 949.00 Vendor: 1244 HORIZON COMMERCIAL POOL SUPPLY Check Sequence: 35 ACH Enabled: False 181217128 Wall Brush, Telescopic Handle 181.90 12/31/2018 226-45126-422990 Check Total: 181.90 Vendor: 3369 JAKE'S EXCAVATING INC Check Sequence: 36 ACH Enabled: True 3662 (2) burials - 12/1 Knutson; 12/12 Kiphuth 1,050.00 12/31/2018 651-49010-431150 AP -Computer Check Proof List by Vendor (01/23/2019 - 1:59 PM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference Check Total: 1,050.00 Vendor: 1259 JJ TAYLOR DISTRIBUTING Check Sequence: 37 ACH Enabled: False 2893870 resale - beer 411.45 01/29/2019 609-49750-425200 2893870 freight 3.00 01/29/2019 609-49750-433300 2893870 resale - beer n/a 50.90 01/29/2019 609-49750-425400 2909741 freight 3.00 01/29/2019 609-49750-433300 2909741 resale - beer n/a 60.00 01/29/2019 609-49750-425400 2909741 resale - beer 1,206.25 01/29/2019 609-49750-425200 2909766 resale - beer 2,108.39 01/29/2019 609-49750-425200 2909766 freight 3.00 01/29/2019 609-49750-433300 2909771 resale - beer 61.50 01/29/2019 609-49750-425200 Check Total: 3,907.49 Vendor: 1263 JOHNSON BROTHERS LIQUOR CO. Check Sequence: 38 ACH Enabled: False 1192217 resale - liquor 6,133.18 01/29/2019 609-49750-425100 1192217 freight 95.36 01/29/2019 609-49750-433300 1192218 freight 26.82 01/29/2019 609-49750-433300 1192218 resale - wine 1,324.60 01/29/2019 609-49750-425300 1192943 freight 32.16 01/29/2019 609-49750-433300 1192943 resale - liquor 2,742.47 01/29/2019 609-49750-425100 1192944 freight 17.88 01/29/2019 609-49750-433300 1192944 resale- wine 555.45 01/29/2019 609-49750-425300 1194087 freight 23.59 01/29/2019 609-49750-433300 1194087 resale - liquor 2,249.32 01/29/2019 609-49750-425100 1194088 freight 29.05 01/29/2019 609-49750-433300 1194088 resale - wine 1,497.75 01/29/2019 609-49750-425300 1196386 resale - wine 3,785.41 01/29/2019 609-49750-425300 1196386 freight 49.68 01/29/2019 609-49750-433300 1196387 freight 7.45 01/29/2019 609-49750-433300 1196387 resale- wine 271.60 01/29/2019 609-49750-425300 1197115 freight 26.82 01/29/2019 609-49750-433300 1197115 resale - liquor 2,004.48 01/29/2019 609-49750-425100 1197116 freight 47.68 01/29/2019 609-49750-433300 1197116 resale - wine 1,536.05 01/29/2019 609-49750-425300 1198002 freight 22.50 01/29/2019 609-49750-433300 1198002 resale - liquor 1,872.02 01/29/2019 609-49750-425100 1198003 freight 13.41 01/29/2019 609-49750-433300 1198003 resale - wine 430.55 01/29/2019 609-49750-425300 1198004 resale - beer 45.98 01/29/2019 609-49750-425200 1199170 resale - liquor 2,745.02 01/29/2019 609-49750-425100 AP -Computer Check Proof List by Vendor (01/23/2019 - 1:59 PM) Page 7 Invoice No Description Amount Payment Date Acct Number 1199170 freight 27.24 01/29/2019 609-49750-433300 1199171 freight 26.82 01/29/2019 609-49750-433300 1199171 resale - wine 1,092.80 01/29/2019 609-49750-425300 1199172 resale - beer 48.00 01/29/2019 609-49750-425200 1201438 resale - liquor 1,960.05 01/29/2019 609-49750-425100 1201438 freight 21.11 01/29/2019 609-49750-433300 1201439 freight 16.39 01/29/2019 609-49750-433300 1201439 resale- wine 453.70 01/29/2019 609-49750-425300 1201439 resale - mix 35.00 01/29/2019 609-49750-425400 1202077 freight 29.05 01/29/2019 609-49750-433300 1202077 resale - liquor 2,194.33 01/29/2019 609-49750-425100 1202078 freight 30.55 01/29/2019 609-49750-433300 1202078 resale - wine 1,015.60 01/29/2019 609-49750-425300 1202860 freight 2.98 01/29/2019 609-49750-433300 1202860 resale - liquor 248.80 01/29/2019 609-49750-425100 1202861 freight 12.41 01/29/2019 609-49750-433300 1202861 resale- wine 276.37 01/29/2019 609-49750-425300 1202861 resale - wine n/a 105.35 01/29/2019 609-49750-425400 1204369 freight 19.01 01/29/2019 609-49750-433300 1204369 resale -liquor 1,894.22 01/29/2019 609-49750-425100 520650 resale - liquor credit inv. # 1187016 -127.00 12/31/2018 609-49750-425100 520650 freight credit inv. # 1187016 -1.49 12/31/2018 609-49750-433300 520937 freight credit inv. # 1183891 -1.49 01/29/2019 609-49750-433300 520937 resale - wine credit inv. # 1183891 -52.40 01/29/2019 609-49750-425300 521143 freight credit inv. # 1189521 -1.49 01/29/2019 609-49750-433300 521143 resale - liquor credit inv. # 1189521 -143.35 01/29/2019 609-49750-425100 521423 resale - ligiuor credit inv. # 1172751 -8.50 01/29/2019 609-49750-425100 521424 resale - ligiuor credit inv. # 1187862 -10.17 01/29/2019 609-49750-425100 521860 freight credit inv. 9 1189522 -2.98 01/29/2019 609-49750-433300 521860 resale - wine credit inv. # 1189522 -80.45 01/29/2019 609-49750-425300 521861 resale - wine credit inv. # 1192944 -40.00 01/29/2019 609-49750-425300 521861 freight credit inv. # 1192944 -1.49 01/29/2019 609-49750-433300 521972 resale - liquor credit inv. # 1165198 -277.50 01/29/2019 609-49750-425100 522211 resale - liquor credit inv. # 1192217 -55.40 01/29/2019 609-49750-425100 522211 freight credit inv. # 1192217 -1.49 01/29/2019 609-49750-433300 522993 freight credit inv. # 1197116 -1.49 01/29/2019 609-49750-433300 522993 resale - wine credit inv. # 1197116 -36.50 01/29/2019 609-49750-425300 Check Total: 36,252.87 Vendor: 5159 KELTEK INC. Check Sequence: 39 25452 return Surface Mount Antenna inv., # 24846 -94.88 12/31/2018 101-42200-424100 2567 comp. antenna Pkg. blk; comp. antenna pkg. whi 522.17 01/29/2019 101-42200-422110 Reference ACH Enabled: False AP -Computer Check Proof List by Vendor (01/23/2019 - 1:59 PM) Page 8 Invoice No Description Amount Payment Date Acct Number Reference 427.29 Check Total: Vendor: 1270 KENNEDY AND GRAVEN CHARTERED MN190-00101 General EDA - Dee 2018 MN190-00156 TIF District 40 (Briggs Housing) - Dec 2018 1377 Check Total: Vendor: 4456 LUPULIN BREWING LLC 18252 resale - beer Amount Payment Date Acct Number Reference 427.29 Check Total: Vendor: 1300 DOUGLAS WILLIAM LYSENG 1377 On Site IT Services (7/25/18 - 9/1/18) - DMV 1377 On Site IT Services (7/25/18 - 9/1/18) - Hi Way 1 1377 HDMI Adaptors, Monitors, Display Port, 1377 Computers (3) - JT, SC, RM 1377 Microsoft Office (JT, SC, RM), Windows 10 (JT 1377 On Site IT Services (7/25/18 - 9/1/18) INV5916956 Check Total: Vendor: 1303 M AMUNDSON CIGAR & CANDY CO, LLP 272812 resale - tobacco; barware; soda pop; etc 272812 resale - cigarettes; juice Check Total: Vendor: 2819 MADDEN GALANTER HANSEN LLP Dec 2018 Labor Relations Services - Dec 2018 Amount Payment Date Acct Number Reference 427.29 Check Total: Vendor: 3745 MANSFIELD OIL COMPANY 21126790 (800) gal. diesel @ $2.31 21126832 (150 ) gal. unleaded @ $1.84 ACH Enabled: Check Total: Vendor: 1726 MARCO TECHNOLOGIES INV5916955 1/10/19 - 2/9/19 Contact Payment INV5916955 Supply Freight Fee INV5916956 1/10/19 - 2/9/19 Contract Payment Amount Payment Date Acct Number Reference 427.29 Check Sequence: 40 ACH Enabled: False 114.00 12/31/2018 213-46301-430400 57.00 12/31/2018 213-00000-220110 171.00 Check Sequence: 41 ACH Enabled: True 802.00 01/29/2019 609-49750-425200 802.00 Check Sequence: 42 ACH Enabled: True 368.33 12/31/2018 217-41990-421990 623.33 12/31/2018 609-49754-421990 454.61 12/31/2018 702-00000-421990 2,519.97 12/31/2018 702-00000-424100 1,606.02 12/31/2018 702-00000-424100 1,898.34 12/31/2018 702-00000-431990 7,470.60 Check Sequence: 43 ACH Enabled: True 847.76 01/29/2019 609-49750-425400 1,138.01 01/29/2019 609-49750-425500 1,985.77 Check Sequence: 44 ACH Enabled: False 307.74 12/31/2018 101-41800-430400 307.74 Check Sequence: 45 ACH Enabled: True 1,845.61 01/29/2019 101-43120-421200 276.16 01/29/2019 101-43120-421200 2,121.77 Check Sequence: 46 ACH Enabled: False 935.58 01/29/2019 702-00000-441500 46.00 01/29/2019 702-00000-441500 214.29 01/29/2019 702-00000-441500 AP -Computer Check Proof List by Vendor (01/23/2019 - 1:59 PM) Page 9 Invoice No Description Amount Payment Date Acct Number 1,195.87 567.00 567.00 900.00 900.00 35,919.30 35,919.30 51.75 51.75 5,150.00 5,150.00 37,142.75 37,142.75 905.00 905.00 229.16 229.16 229.17 229.17 229.17 229.17 Check Sequence: 47 12/31/2018 226-45126-440100 Check Sequence: 48 01/29/2019 217-41990-443300 Check Sequence: 49 01/29/2019 101-00000-217061 Check Sequence: 50 01/29/2019 601-00000-165010 Check Sequence: 51 01/29/2019 101-45175-444310 Check Sequence: 52 01/29/2019 703-00000-165010 Check Sequence: 53 01/29/2019 609-49750-425300 Check Sequence: 54 12/31/2018 312-47000-431990 12/31/2018 317-47000-431990 12/31/2018 318-47000-431990 12/31/2018 319-47000-431990 12/31/2018 320-47000-431990 12/31/2018 321-47000-431990 Reference ACH Enabled: False ACH Enabled: False ACH Enabled: True ACH Enabled: False ACH Enabled: True ACH Enabled: False ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (01/23/2019 - 1:59 PM) Page 10 Check Total: Vendor: 1314 MCDOWALL COMPANY 612687 Tune Aerco Boiler; Add Flex Tube; Verified Con Check Total: Vendor: 1317 MDRA 1/21/2019 2019 MDRA Dues Check Total: Vendor: 5147 MN PEIP 808829 February - Health Insurance Check Total: Vendor: 1370 MONTICELLO DEPUTY REG #002 6793 VIN Title Register; plates 1FVHG3FE6KHKL6793-' Check Total: Vendor: 1377 MONTICELLO SENIOR CENTER Jan 2019 Monthly Allocation - Jan 2019 Check Total: Vendor: 2042 MORRIE'S BUFFALO FORD MERCURY 346759 cntrl # 2019 Ford F150 VIN # 54172- Fire cc 10-28-18 Check Total: Vendor: 1913 NEW FRANCE WINE 138942 resale - wine Check Total: Vendor: 1687 NORTHLAND SECURITIES INC 5549 2017 Continuing Disclosure Report 5549 2017 Continuing Disclosure Report 5549 2017 Continuing Disclosure Report 5549 2017 Continuing Disclosure Report 5549 2017 Continuing Disclosure Report 5549 2017 Continuing Disclosure Report Amount Payment Date Acct Number 1,195.87 567.00 567.00 900.00 900.00 35,919.30 35,919.30 51.75 51.75 5,150.00 5,150.00 37,142.75 37,142.75 905.00 905.00 229.16 229.16 229.17 229.17 229.17 229.17 Check Sequence: 47 12/31/2018 226-45126-440100 Check Sequence: 48 01/29/2019 217-41990-443300 Check Sequence: 49 01/29/2019 101-00000-217061 Check Sequence: 50 01/29/2019 601-00000-165010 Check Sequence: 51 01/29/2019 101-45175-444310 Check Sequence: 52 01/29/2019 703-00000-165010 Check Sequence: 53 01/29/2019 609-49750-425300 Check Sequence: 54 12/31/2018 312-47000-431990 12/31/2018 317-47000-431990 12/31/2018 318-47000-431990 12/31/2018 319-47000-431990 12/31/2018 320-47000-431990 12/31/2018 321-47000-431990 Reference ACH Enabled: False ACH Enabled: False ACH Enabled: True ACH Enabled: False ACH Enabled: True ACH Enabled: False ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (01/23/2019 - 1:59 PM) Page 10 Invoice No Description Amount Payment Date Acct Number 1,375.00 Check Sequence: 55 27,687.50 01/29/2019 101-00000-220110 27,687.50 Check Total: Vendor: 4472 NOVAK FLECK INC 1/14/2019 17D003 - Escrow Refund - Landscaping/Feather 18.75 Check Total: Vendor: 1273 PAUSTIS & SONS WINE CO 37764 resale - wine 37764 freight Check Sequence: 57 Check Total: Vendor: 1427 PHILLIPS WINE & SPIRITS CO 2484870 freight 2484870 resale - wine 2484871 freight 2484871 resale - mix 2485411 freight 2485411 resale - liquor 2485754 resale - liquor 2486260 resale- liquor 2486260 freight 2486261 freight 2486261 resale- mix 2486261 resale- wine 2487965 resale - liquor 2487965 freight 2487966 freight 2487966 resale - wine 2488437 resale - liquor 2488437 freight 2488438 freight 2488438 resale - wine 2489058 freight 2489058 resale - liquor 2489059 freight 2489059 resale - mix 2489879 freight 2489879 resale - liquor 2489880 freight 2489880 resale - wine Amount Payment Date Acct Number 1,375.00 Check Sequence: 55 27,687.50 01/29/2019 101-00000-220110 27,687.50 Reference ACH Enabled: False ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (01/23/2019 - 1:59 PM) Page 11 Check Sequence: 56 1,350.75 01/29/2019 609-49750-425300 18.75 01/29/2019 609-49750-433300 1,369.50 Check Sequence: 57 59.60 01/29/2019 609-49750-433300 5,157.80 01/29/2019 609-49750-425300 5.96 01/29/2019 609-49750-433300 174.00 01/29/2019 609-49750-425400 17.73 01/29/2019 609-49750-433300 1,570.35 01/29/2019 609-49750-425100 237.00 01/29/2019 609-49750-425100 530.44 01/29/2019 609-49750-425100 7.45 01/29/2019 609-49750-433300 20.86 01/29/2019 609-49750-433300 24.40 01/29/2019 609-49750-425400 598.25 01/29/2019 609-49750-425300 2,875.85 01/29/2019 609-49750-425100 52.66 01/29/2019 609-49750-433300 4.47 01/29/2019 609-49750-433300 148.00 01/29/2019 609-49750-425300 668.95 01/29/2019 609-49750-425100 8.94 01/29/2019 609-49750-433300 1.49 01/29/2019 609-49750-433300 200.04 01/29/2019 609-49750-425300 22.86 01/29/2019 609-49750-433300 2,096.30 01/29/2019 609-49750-425100 2.98 01/29/2019 609-49750-433300 83.25 01/29/2019 609-49750-425400 11.92 01/29/2019 609-49750-433300 1,234.45 01/29/2019 609-49750-425100 30.17 01/29/2019 609-49750-433300 1,051.31 01/29/2019 609-49750-425300 Reference ACH Enabled: False ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (01/23/2019 - 1:59 PM) Page 11 Invoice No Description Amount Payment Date Acct Number Reference 2491569 freight 8.94 01/29/2019 609-49750-433300 2491569 resale - liquor 954.75 01/29/2019 609-49750-425100 2491570 freight 17.88 01/29/2019 609-49750-433300 2491570 resale - wine 413.00 01/29/2019 609-49750-425300 2491570 resale - mix 81.00 01/29/2019 609-49750-425400 2492010 freight 5.96 01/29/2019 609-49750-433300 2492010 resale - liquor 576.29 01/29/2019 609-49750-425100 2492011 resale - mix 117.50 01/29/2019 609-49750-425400 2492538 resale - wine 308.73 01/29/2019 609-49750-425300 2492538 freight 7.20 01/29/2019 609-49750-433300 2493677 freight 27.45 01/29/2019 609-49750-433300 2493677 resale - liquor 2,081.55 01/29/2019 609-49750-425100 317739 resale - liquor cr. inv. # 2482854 -119.95 01/29/2019 609-49750-425100 317739 freight cr. inv. # 2482854 -1.49 01/29/2019 609-49750-433300 317740 freight cr. inv. # 2482855 -1.49 01/29/2019 609-49750-433300 317740 resale - wine cr. inv. # 2482855 -56.00 01/29/2019 609-49750-425300 318300 resale - wine cr. inv. # 2486261 -48.00 01/29/2019 609-49750-425300 318300 freight credit inv. # 2486261 -1.49 01/29/2019 609-49750-433300 Check Total: 21,269.31 Vendor: 1455 RED'S MARATHON Check Sequence: 58 ACH Enabled: False 1/2/2019 battery - Shop 130.00 01/29/2019 101-43127-422110 1/2/2019 battery - #214 Parks 130.00 01/29/2019 101-45201-422110 12/31/18 fuel- Parks Dept. tank ran out 306.75 12/31/2018 101-45201-421200 12/31/18 fuel- Streets Dept. tank ran out 426.00 12/31/2018 101-43120-421200 Check Total: 992.75 Vendor: 4022 REINHART FOODSERVICE LLC Check Sequence: 59 ACH Enabled: True 582410 Food for Concession Resale 358.24 01/29/2019 226-45125-425410 Check Total: 358.24 Vendor: 1470 RUSSELL SECURITY RESOURCE INC Check Sequence: 60 ACH Enabled: True A33957 Installed New Lock Cylinder on Back Door; Wei 182.10 01/29/2019 226-45126-440100 Check Total: 182.10 Vendor: 1474 PATRICIAA SALZWEDEL Check Sequence: 61 ACH Enabled: True Jan 2nd Semi Monthly Contract Payment 1,666.67 01/29/2019 101-42700-431200 Check Total: 1,666.67 AP -Computer Check Proof List by Vendor (01/23/2019 - 1:59 PM) Page 12 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 3309 SOUTHERN GLAZER'S WINE AND SPIRITS, Check Sequence: 62 ACH Enabled: False 1773558 resale - liquor 2,284.66 01/29/2019 609-49750-425100 1773558 freight 26.25 01/29/2019 609-49750-433300 1773559 freight 15.40 01/29/2019 609-49750-433300 1773559 resale- wine 926.00 01/29/2019 609-49750-425300 1775992 resale -liquor 900.43 01/29/2019 609-49750-425100 1775992 freight 11.32 01/29/2019 609-49750-433300 1775993 freight 22.40 01/29/2019 609-49750-433300 1775993 resale - wine 1,012.00 01/29/2019 609-49750-425300 Check Total: 5,198.46 Vendor: 1937 CITY OF ST MICHAEL Check Sequence: 63 ACH Enabled: False 1112019-7 FireDN-CARSRU- 2018 SRU Training 942.10 12/31/2018 101-00000-222005 Check Total: 942.10 Vendor: 1505 STATE OF MN -DEPT PUBLIC SAFETY Check Sequence: 64 ACH Enabled: False 97849 EPCRA Program- storage year 2018 Facility # 1: 100.00 01/29/2019 601-49440-443700 97856 EPCRA Program- storage year 2018 Facility # 1: 100.00 01/29/2019 601-49440-443700 97857 EPCRA Program- storage year 2018 Facility # 1: 100.00 01/29/2019 601-49440-443700 97859 EPCRA Program- storage year 2018 Facility # 1: 100.00 01/29/2019 601-49440-443700 Check Total: 400.00 Vendor: 1516 TASC Check Sequence: 65 ACH Enabled: False IN1442075 3/1/19 - 3/31/19 - Admin Fees 91.01 01/29/2019 101-41800-413500 Check Total: 91.01 Vendor: 1518 TDS TELECOM Check Sequence: 66 ACH Enabled: True 763-271-3257 TDS 99.68 01/29/2019 702-00000-432100 763-295-2005 TDS 20.16 01/29/2019 702-00000-432100 763-295-3714 TDS 345.51 01/29/2019 702-00000-432100 Check Total: 465.35 Vendor: 4656 TRUE FABRICATIONS, INC. Check Sequence: 67 ACH Enabled: False 439677 resale - barware 442.31 01/29/2019 609-49750-425400 Check Total: 442.31 Vendor: 5157 DAVID TURPIN Check Sequence: 68 ACH Enabled: False 1/18/2019 Mileage Reimbursement - December Dealer Rur 177.67 12/31/2018 217-41990-433100 AP -Computer Check Proof List by Vendor (01/23/2019 - 1:59 PM) Page 13 Invoice No Description 1/18/2019 Mileage Reimbursement - Jan Dealer Runs (781 Amount Payment Date Acct Number 452.98 01/29/2019 217-41990-433100 630.65 126.82 56.95 183.77 567.10 388.65 955.75 96.00 12.00 518.50 16.00 176.00 120.00 938.50 240.00 240.00 325.00 70.76 395.76 377.72 4.96 4.20 240.00 Check Total: 626.88 AP -Computer Check Proof List by Vendor (01/23/2019 - 1:59 PM) Check Sequence: 69 12/31/2018 101-00000-115030 12/31/2018 101-43120-421110 Check Sequence: 70 01/29/2019 609-49750-425400 01/29/2019 609-49750-425400 Check Sequence: 71 01/29/2019 609-49750-425300 01/29/2019 609-49750-433300 01/29/2019 609-49750-425100 01/29/2019 609-49750-433300 01/29/2019 609-49750-425300 01/29/2019 609-49750-425400 Check Sequence: 72 12/31/2018 601-49440-422740 Check Sequence: 73 01/29/2019 101-42200-440100 01/29/2019 101-42200-440100 Check Total: Vendor: 1627 TWIN CITY OPTICAL 144886 Glasses - M. Haaland - employee portion 144886 Glasses - M. Haaland - city portion Vendor: 1567 Check Total: Vendor: 1552 VIKING COCA COLA BOTTLING CO 2275985 resale - soda pop 2283716 resale - soda pop Vendor: 1572 Check Total: Vendor: 1684 VINOCOPIA 224438 resale - wine 224438 freight 224438 resale - liquor 224939 freight 224939 resale - wine 224939 resale - mix Amount Payment Date Acct Number 452.98 01/29/2019 217-41990-433100 630.65 126.82 56.95 183.77 567.10 388.65 955.75 96.00 12.00 518.50 16.00 176.00 120.00 938.50 240.00 240.00 325.00 70.76 395.76 377.72 4.96 4.20 240.00 Check Total: 626.88 AP -Computer Check Proof List by Vendor (01/23/2019 - 1:59 PM) Check Sequence: 69 12/31/2018 101-00000-115030 12/31/2018 101-43120-421110 Check Sequence: 70 01/29/2019 609-49750-425400 01/29/2019 609-49750-425400 Check Sequence: 71 01/29/2019 609-49750-425300 01/29/2019 609-49750-433300 01/29/2019 609-49750-425100 01/29/2019 609-49750-433300 01/29/2019 609-49750-425300 01/29/2019 609-49750-425400 Check Sequence: 72 12/31/2018 601-49440-422740 Check Sequence: 73 01/29/2019 101-42200-440100 01/29/2019 101-42200-440100 Check Total: Vendor: 1561 WATER LABORATORIES INC 7224 Dec. 2018 Water Testing 01/29/2019 Check Total: Vendor: 1567 WES OLSON ELECTRIC LLC 8984 Labor- ice machine wiring; light repair 8984 Parts- ice machine wiring; light repair Check Total: Vendor: 1572 THE WINE COMPANY 7217723 resale - wine 7217723 freight 95052 freight 95052 resale - wine Amount Payment Date Acct Number 452.98 01/29/2019 217-41990-433100 630.65 126.82 56.95 183.77 567.10 388.65 955.75 96.00 12.00 518.50 16.00 176.00 120.00 938.50 240.00 240.00 325.00 70.76 395.76 377.72 4.96 4.20 240.00 Check Total: 626.88 AP -Computer Check Proof List by Vendor (01/23/2019 - 1:59 PM) Check Sequence: 69 12/31/2018 101-00000-115030 12/31/2018 101-43120-421110 Check Sequence: 70 01/29/2019 609-49750-425400 01/29/2019 609-49750-425400 Check Sequence: 71 01/29/2019 609-49750-425300 01/29/2019 609-49750-433300 01/29/2019 609-49750-425100 01/29/2019 609-49750-433300 01/29/2019 609-49750-425300 01/29/2019 609-49750-425400 Check Sequence: 72 12/31/2018 601-49440-422740 Check Sequence: 73 01/29/2019 101-42200-440100 01/29/2019 101-42200-440100 Reference ACH Enabled: False ACH Enabled: True ACH Enabled: True ACH Enabled: False ACH Enabled: False ACH Enabled: True Page 14 Check Sequence: 74 01/29/2019 609-49750-425300 01/29/2019 609-49750-433300 01/29/2019 609-49750-433300 01/29/2019 609-49750-425300 Reference ACH Enabled: False ACH Enabled: True ACH Enabled: True ACH Enabled: False ACH Enabled: False ACH Enabled: True Page 14 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 1573 WINE MERCHANTS INC Check Sequence: 75 ACH Enabled: False 7218672 resale- wine 409.12 01/29/2019 609-49750-425300 7218672 freight 2.23 01/29/2019 609-49750-433300 Check Total: 411.35 Vendor: 1206 WINEBOW INC. Check Sequence: 76 ACH Enabled: True 52147 freight 11.25 01/29/2019 609-49750-433300 52147 resale - wine 678.00 01/29/2019 609-49750-425300 52353 resale- wine 240.00 01/29/2019 609-49750-425300 Check Total: 929.25 Vendor: 1577 WRIGHT CO AUDITOR-TREAS - ACH Check Sequence: 77 ACH Enabled: True 1/15/2019 Court Fines & Fees - Dec 2018 4,084.32 12/31/2018 101-42100-430410 Check Total: 4,084.32 Vendor: 4013 WRIGHT COUNTY ECONOMIC DEVELOPM Check Sequence: 78 ACH Enabled: False 1/8/2019 2019 Membership Dues 2,606.00 01/29/2019 213-46301-443300 Check Total: 2,606.00 Vendor: 1589 ZIEGLER CAT Check Sequence: 79 ACH Enabled: False PC080544350 muffler; bent clamp; screws; etc 466.84 01/29/2019 101-43120-422110 Check Total: 466.84 Total for Check Run: 472,526.56 Total of Number of Checks: 79 The preceding list of bills payable was reviewed and approved for payment. Date: 1/28/2019 Approved by Mayor Brian Stumpf AP -Computer Check Proof List by Vendor (01/23/2019 - 1:59 PM) Page 15 City Council Agenda 1/28/2019 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 #l, for the Council to approve the hires and/or departures as listed. D. SUPPORTING DATA: • List of new/terminated employees Name Gabriella Witschen Name Patti Evangelist NEW EMPLOYEES Title Slide Attendant Department Hire Date Class MCC TERMINATING EMPLOYEES Reason Voluntary Department Liquor Store New Hire and Terms City Council 2019.xlsx: 1/22/2019 1/18/2019 PT Last Day 12/19/18 PT Class City Council Agenda: 1/28/2019 2C. Consideration of approving sale or disposal of surplus vroverty (WO) A. REFERENCE AND BACKGROUND: The Council is asked to declare certain items as surplus property and authorize the sale or disposal of those items. Public Works is looking to sell aluminum walkway panels from the Wastewater Treatment Plant. Al. Budget Impact: Varies by the value of the property. A2. Staff Work Load Impact: Depends on the value of the property. Some items will be shopped as salvage; other items may go to auction or sold via formal bids or informal bids. State contracting laws will govern in absence of city policy. B. ALTERNATIVE ACTIONS: 1. Motion to approve the sale or disposal of surplus property as identified on the attached lists. 2. Motion to deny the sale or disposal of surplus property as recommended. C. RECOMMENDATION: Staff Recommends Option 1 to approve the sale or disposal of surplus property as identified. D. SUPPORTING DATA: A. Surplus List Equipment/Supplies Surplus List Department Pubic works Date 1-28-19 1. $100,000 + A. B. 2. $50,000 - $100,000 A. B. 3. $25,000.00 - $50,000.00 A. B. 4. $10,000 - $25,000 A. B. C. 5. $2,500 - $10,000 A. B. C. 6. $1,000 - $2,500 A. 7. $100 - $1,000 A. Mics Aluminum Walkway panels from WWTP B. C. 8. $0-$100 A. B. C. City Council Agenda: 1/28/2019 2D. Consideration of approving Resolution 2019-06 accepting the donations of $1,000 from Kiellberg's Inc. for exercise equipment for the new fire station, $250 from Foster White Insurance for Farmers Market Power of Produce, $1,000 from Bursch Travel for Music on the Mississippi, $500 from WSB & Associates for city ballfields, and $1,000 from All Elements Roofing for Mississippi Rampage Softball tournament (JS) A. REFERENCE AND BACKGROUND: The City Council is being asked to approve donations of $1,000 from Kjellberg's Inc. tc purchase exercise equipment for the new fire station, $250 from Foster White Insurance for Farmers Market Power of Produce, $1,000 from Bursch Travel for Music on the Mississippi, $500 from WSB & Associates for city ballfields, and $1,000 from All Elements Roofing for Mississippi Rampage Softball Tournament. As required by state statute, if the city accepts a donation, the City Council needs to adopt a resolution specifying the amount of the donation and its use. Al. Budget Impact: The donations will be used toward the mentioned events. A2. Staff Workload Impact: Minimal. B. ALTERNATIVE ACTIONS: 1. Motion to approve the Resolution 2019-06 accepting the contributions and authorizing use of funds as specified. 2. Motion to not approve the contribution and return the funds to the donors. C. STAFF RECOMMENDATION: Staff recommendation is to adopt the resolution accepting the contributions. D. SUPPORTING DATA: • Resolution 2019-06 CITY OF MONTICELLO RESOLUTION NO. 2019-06 RESOLUTION APPROVING CONTRIBUTIONS WHEREAS, the City of Monticello is generally authorized to accept contributions of real and personal property pursuant to Minnesota Statutes Sections 465.03 and 465.04 for the benefit of its citizens and is specifically authorized to maintain such property for the benefit of its citizens in accordance with the terms prescribed by the donor. Said gifts may be limited under provisions of MN Statutes Section 471.895. WHEREAS, the following persons and or entities have offered to contribute contributions or gifts to the City as listed: DONOR/ENTITY Kjellberg's Inc. Foster White Insurance Bursch Traval WSB & Associates All Elements Roofing DESCRIPTION VALUE Cash $1,000 Cash $250 Cash $1,000 Cash $500 Cash $1,000 WHEREAS, all said contributions are intended to aid the City in establishing facilities, operations or programs within the city's jurisdiction either alone or in cooperation with others, as allowed by law; and WHEREAS, the City Council hereby finds that it is appropriate to accept the contributions offered. NOW THEREFORE BE IT RESOLVED by the City Council of Monticello as follows: 1. The contributions described above are hereby accepted by the City of Monticello. 2. The contributions described above will be used as designated by the donor. This may entail reimbursing or allocating the money to another entity that will utilize the funds for the following stated purpose: DONOR/ENTITY Kjellberg's Foster White Insurance Bursch Travel WSB & Associates All Elements Roofing PURPOSE/AMOUNT Exercise Equipment for new fire station/$1,000 Power of Produce/$250 Music on the Mississippi/$1,000 City Ballfields/$500 Mississippi Rampage Softball Tournament/$1,000 Adopted by the City Council of Monticello this 28th day of January, 2019. Brian Stumpf, Mayor Jennifer Schreiber, City Clerk City Council Agenda: 01/28/2019 2E. Consideration of adopting Resolution 2019-07 supporting Utility Valuation Reform (JO) A. REFERENCE AND BACKGROUND: City Council is asked to adopt Resolution 2019-07 supporting utility valuation reform. As a nuclear host community, Monticello continues to have a vested interest in possible legislative changes to how public utilities are valued. The current valuation method leaves the city vulnerable to the volatility of upgrade/depreciation cycles, while the proposed energy production method provides greater stability in the tax base over time. Monticello's interest in shaping and supporting this legislation is shared by the other member cities of the Coalition of Utility Cities (CUC). The resolution reinforces the City's intent to utilize the coordinated, unified voice of the Coalition and its lobbyists to work with the utility companies and State policymakers to craft legislation that meets the short and long-term needs of Monticello. Al. Budget Impact: None A2. Staff Workload Impact: Nothing additional - staff will continue to participate in the work of the Coalition of Utility Cities. B. ALTERNATIVE ACTIONS: 1. Motion to adopt Resolution 2019-07 supporting Utility Valuation Reform legislation. 2. Motion to deny. C. STAFF RECOMMENDATION: City staff recommends Alternative #1. D. SUPPORTING DATA: • Resolution 2019-07 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION 2019-07 IN SUPPORT OF UTILITY VALUATION REFORM WHEREAS, the Monticello Nuclear Generating Plant (the "Facility") is located in Monticello, MN (the "City"); and WHEREAS, the current valuation of the energy producing equipment (the "Equipment") of the Facility significantly contributes to the tax base of the City; and WHEREAS, the valuation of this Equipment varies according to its upgrade and depreciation schedule; and WHEREAS, the Minnesota Legislature has recently considered legislation, such as a bill introduced in 2015 as SF 1636, and later introduced in 2017 as HF 1985, that would change the system by which the state assesses the value of the Facility, eliminate the personal property tax on the Equipment, and replace it with a new method of determining market value based on energy capacity, energy production, and spent nuclear fuel storage where relevant; and WHEREAS, the proposed legislation provides a more stable tax base over time, eliminating the volatility caused by the upgrade/depreciation cycle; and WHEREAS, the legislation provides for an increase in value over time based on increases in value tied to an inflationary adjustment (the "Inflationary Adjustment"); and WHEREAS, the legislation provides for year-to-year stability by including a "rolling average" of production value (the "Rolling Average"); and WHEREAS, for those cities whose tax base decreases as a result of the new energy tax base valuation, the state provides transition aid to hold local property taxpayers harmless; and WHEREAS, the legislation includes transition aid to provide predictability and a smooth transition in their tax base at the time of eventual plant retirement; and THEREFORE BE IT RESOLVED, the Monticello City Council supports the proposed legislation changing the process of valuing electric generating property, provided: (1) the legislation continues to include inflationary adjustment, rolling average, or other similar measures to stabilize and increase value over time; (2) the legislation includes Transition Aid that will hold host communities and local property taxpayers harmless in the transition to the new system; (3) the legislation includes aid that will provide a smooth transition for city revenues and property tax payments at the time of plant retirement. Moreover, the City of Monticello authorizes the Coalition of Utility Cities and that group's representatives at Flaherty & Hood, PA, to represent the City in this matter and asks that the Investor Owned Utilities and state policymakers work with them to achieve passage of this legislation. ADOPTED, this 28th day of January, 2019, by the City Council of Monticello, Minnesota. ATTEST: :• City Administrator Jeff O'Neill CITY OF MONTICELLO Mayor Brian Stumpf City Council Agenda 1/28/2019 2F. Consideration of approving a Memorandum of Understanding with Wright Countv, Otsego, and Clearwater for the creation of a master plan for the Great River Regional Trail and authorize Request for Proposal. (AS, ML, TP) A. REFERENCE AND BACKGROUND: The City Council is asked to consider two documents which will enable a partnership for the purpose of master planning a regional recreational trail along the Mississippi River. Regional park and pathway grant funding is now primarily made through the Legacy Park & Trail fund. To be able to access any of these grant funds, the park or pathway must be officially designated to the Greater Minnesota park and pathway system by the Greater Minnesota Park & Trail Commission (GMRPTC). GMRPTC is the body appointed to implement Greater Minnesota's park and pathway system plan and to make recommendations to the legislature on expenditure of Legacy park and trail dollars. To be designated, a master plan for the regional park or pathway project must be completed and approved by the GMRPTC. A regional recreational trail linking various segments of pathway along the Mississippi riverfront and completing connections in the system have been identified in some separate city, regional and Wright County plans along the river. The purpose of the master plan is to create a unified plan through Wright County, a plan eligible for regional designation by GMRPTC. The plan would also demonstrate how a future "Great River Trail" system would connect to others in the region, such as the Crow River and Beaver Island trails. The proposed Great River Trail as conceptually shown in the Wright County Park and Pathway Plan would impact the cities of Otsego, Monticello and Clearwater, as well as Wright County. To that end, Wright County Parks has reached out to these communities and offered to coordinate the master planning effort. Wright County has developed a Memorandum of Understanding as a basis for funding partnership between the four entities. The County has also developed a draft Request for Proposal document which follows the format required for submission for official designation as a regional trail system to the GMRPTC. The Parks & Recreation Commission reviewed this item on January 24th, 2019 and recommended approval supporting the item. Al. Budget Impact: Monticello's portion of the Master Plan document is a pro -rated share of the anticipated mileage of the Wright County Great River Trail. The amount is not to exceed $14,000. The City Council budgeted $15,000 for this effort in the 2019 Parks Budget. A2. Staff Workload Impact: Wright County will act as the project lead. Monticello City staff, including the Parks Superintendent, City Engineer/Public Works Director and Community Development Director will be involved in the planning effort to the extent referenced in the request for proposal document. This is estimated at approximately 60 hours total, including public meeting attendance. City Council Agenda 1/28/2019 A3. Strategic Plan Impact: Strategic Goals: • Create & Preserve Sustainable Livability: Will support the objective of making Monticello a more walkable and bikeable community. • Strengthen Our Image as a Destination: Will further Monticello's work to use the Mississippi River as a destination resource. • Support a Vibrant Economy: Tourism is a major economic engine. A 2008 study by Headwaters Economics found that trail -use related spending totaled over $2.4 billion. Specifically, trails in the north and central region seemed to generate more impact from users coming in from outside the region and spending money on equipment, guide systems, hospitality, etc. • Be a Regional Leader: This partnership is a demonstration of Monticello's commitment to the objective of fostering partnerships with adjacent communities for regional planning efforts. B. ALTERNATIVE ACTIONS: 1. Motion to approve a Memorandum of Understanding with Wright County, Otsego, and Clearwater for the creation of a master plan for the Great River Regional Trail and authorize Request for Proposal. 2. Motion to deny a Memorandum of Understanding with Wright County, Otsego, and Clearwater for the creation of a master plan for the Great River Regional Trail and authorize Request for Proposal. 3. Motion to table for more information. C. STAFF RECOMMENDATION: City staff recommends Alternative #1. The adopted Monticello Park and Pathway Plan, as well as the Monticello Pathway Connection map, recognize the importance of a completed pathway system along the river. Similar to the Bertram Chain of Lakes, the ability to access and leverage Legacy funding can be critical to realization of a park or pathway project. In order to have the opportunity to access these funds for a Great River Trail, the master planning effort is a required first step. This proposal also creates a foundation of partnership between the impacting communities and Wright County. Successful projects are often dependent on these types of partnerships. D. SUPPORTING DATA: A. Memorandum of Understanding B. Request for Proposal — Great River Trail Master Plan C. Excerpts — Monticello Park and Pathway Plan D. Wright County Trail and Bikeway Plan E. htti)s://www.2mmtcommission.or2/ ck give .NE Buffalo, -MX 5531.3 763-682-769317894 February 4, 2019 Wright County, in partnership with the Cities of Otsego, Monticello and Clearwater (owners), is seeking proposals to provide consulting services for the creation of a Master Plan for The Great River Regional Trail in accordance with the Greater Minnesota Regional Parks and Trails Commission Master Planning Portal. Enclosed you will find a Request for Proposals (RFP). Proposals must be submitted by March 1, 2019 at 4:00 p.m. to the Wright County Parks and Recreation Department located at 3500 Braddock Avenue NE, Buffalo, MN 55313. The Great River Regional Trail will enhance the region's recreational and multi -modal transportation system by providing connections between three municipalities, Clearwater, Monticello and Otsego. The Great River Trail has the potential to connect numerous municipal park facilities, County/Regional Parks including Otsego County Park, Montissippi County Park, and Warner Lake Regional Park in Stearns County while providing trail links to the West Mississippi River Trail in Hennepin County, the proposed Beaver Island Trail in Stearns County and the proposed Crow River Regional Trail in Wright and Hennepin County The master plan project will identify any future alignment, construction, wayfinding, amenities, acquisitions, phasing, public input, regional analysis, and costs associated with completing, maintenance and operations of the Great River Regional Trail. I look forward to receiving your proposal. The primary point of contact thought the project will be Wright County Parks and Recreation, please direct any questions regarding the RFP or process to me at 763-682-7693 or marc.mattice@co.wright.mn.us Sincerely, Marc Mattice Director of Parks and Recreation www.co.-wright.mn.uslparks ti wwfiacebook.com/-wrightparksmn Braddock'.eve Mt Buffalo, NW55313 763-682-769317894 Work Statement/Scope of Work The following scope identifies the requirements from the Greater Minnesota Regional Parks and Trails Commission and provides clarity on the roles and responsibilities for each between the consulting firm and the owners (Wright County, City of Clearwater, City of Monticello and City of Otsego). General Master Plan Description This section provides the basic information about the project and the organization responsible for it. The consultant will: • Develop the narrative to be reviewed by the owners. Site Description This section defines the regional context of the trail along with a brief introductory description. The consultant will: • Develop the narrative to be reviewed by the owners • Create a map illustrating the regional context. Site Information This section provides an overview of the existing and proposed site facilities and general site characteristics. The consultant will: • Create a series of graphic illustrations of the proposed and existing facilities and how they relate. • Develop the narrative to be reviewed by owners. Trends/Public Values This section summarizes public input, demographics, recreational trends, public values and economic opportunities that influenced the master planning process. The consultant will: • Collaborate with owners to develop and implement public outreach methods which may include the following: o User friendly survey materials to gain and record feedback. Survey should be developed to be completed either online or in-person. o Attending City Celebrations to increase awareness of the master plan and gain public input in-person from the public. www.co.-wright.mn.us/parks www.facebook.com/-wrightparksmn To Braddock give .NB Buffalo, -MX 55313 763-682-769317894 o Supplying graphics and content to be used as part of social media campaign to gain public input. o Consultant may recommend alternative methods to gain public input. • Explore and review new trends and standards in regional trail development, develop new ideas, potential uses, and methods of implementation. Trends may include: o Wayfinding o Sustainable trail development o Education and interpretive opportunities including highlighting the Mississippi River and amenities • Develop text to be reviewed by owners for final submittal. Classification Details This section describes in detail how the master plan proposal aligns with the criteria associated with the selected classification "Non -Motorized Regional Trail". The consultant will: • Develop the narrative to be reviewed by owners. Development/Acquisition This section describes the development and acquisition plans for the regional trail and provides detailed information about specific development features and potential acquisition of lands. The consultant will: • Prepare concept design alternatives for the following: o Preferred and alternative alignments, identifying opportunities and issues. o Review and integrate components of the City of Otsego's Park, Trail and Open Space Master Plan Completed in 2018 which focus on the Great River Trail proposed corridor and public input related to the project. o Develop a signage and wayfinding plan, including local points of interest. o Concept level development of a trail plan with field verification to review barricades (Reference to use — MN DNR and MN DOT Trail Planning, Guidelines) o Review, analyze, and make recommendations regarding existing trail system and connections o Analyze adjacent properties for potential impacts o Identify potential use conflicts and develop plans for mitigating or eliminating conflicts www.co.-wright.mn.usl parks ww w.facebook.com/-wrightparksmn To Braddock give .NB Buffalo, -MX 55313 763-682-769317894 o Review accessibility guidelines and prepare an accessibility plan o Identify natural resource management activities, with trail corridor • Develop preliminary sketches for review with owners and revise accordingly. • Develop final concept plans that will guide future development, including a final plan with identification labels and images to illustrate design intent and phasing. • Define jurisdiction responsibilities for development, acquisition, maintenance • Develop text to be reviewed by owners for the final master plan submittal. Implementation This section describes the implementation plan for the Great River Regional Trail, including information about investments to -date, cost projections, and phasing. The consultant will: • Prepare preliminary cost estimates for items in the master plan. Cost estimates will be itemized and will be based on pricing for similar work on recent projects or by local contractors. • Prepare a phasing plan that illustrates the development and acquisition section. • Develop text to be reviewed by owners for the final master plan submittal. Operational Plan This section describes the operations plan for the trail, including responsibilities and annual costs. The consultant will: • Develop the narrative to be reviewed by owners. Programming Plan This section describes how the public will connect with the trail through programming, outreach, marketing, and research efforts. The consultant will: • Work with owners to develop a program plans that includes active and passive recreation opportunities and potential opportunities for education and/or research. • Develop text to be reviewed by owners for the final master plan submittal. Meeting and Additional Information A series of meetings will be necessary to coordinate the work efforts between county staff and the consultant. The following are the anticipated meetings: • Project kick-off meeting with all partners. • Three work sessions with owners to develop and review draft ideas. • Three work sessions to present final master plan. • Three work sessions to be determined by owners or consultant. www.co.-wright.mn.usl parks ww w.facebook.com/-wrightparksmn to lsraaaociz .Ave Buffalo, -MX 55313 763-682-769317894 • Two "pop-up" events as identified by partners at sponsored event to gain public input. o Monticello - Walk'n' Roll (DATE AND TIME) o Clearwater -Public Open House; Date and Time To Be Determined • Various communication by telephone or email to address concerns or thoughts. • Consultants will assist owners with meeting materials for a staff presentation to the Parks Commission, Councils, and Boards on the final master plan. • Owners will enter the final text and graphics into the online application portal. • File type to be provided to owners shall be Microsoft Word and/or InDesign along with any GIS Layers, Line Work and Shape Files. Other Project Related Items Work is to be performed by or under the direct supervision of a Landscape Architect and/or Professional Engineer licensed to practice in the State of Minnesota. 2. Respondent shall demonstrate extensive experience master planning regional trails. Respondents are encouraged to propose additional tasks or activities that may improve the results of this project. These items should be separate from the required items and identified as optional services including additional fees. 4. Owners will provide the following information to the firm awarded the project upon request (a distribution agreement maybe required): a. 2018 aerial photography in SID or TIFF format b. 2—foot contours in shape file format c. Parcel data for the trail corridor in shape file format d. Centerline data in shape file format e. Local and regional trail plans as adopted by each partner 5. All electronic or printed data and documents related to the planning and formation of the plan must be submitted in a format approved by the owner and will become property of the owner at the completion of the project Proposal Content 1. Letter of interest that includes a synopsis of the prime firm and sub - consultants, the team's qualifications, the project manager, the primary contact, and the project principal representing the contractual authority of the firm. i _�w�w ht.mn.us/parks w facebook.Co =-. - r to lsraaaociz .Ave Buffalo, -MX 55313 763-682-769317894 2. A project organizational chart. Identify team composition, if a team is proposed. Define key staff members who will be working on the project and explain their roles. Resumes of the project manager, principal, and staff identified as having a major role in the project. Include a listing of estimated hours for each member. 3. Project understanding, approach, and coordination methods: Consulting firm shall describe understanding of the project and identify approach to fulfill the scope of services required. 4. Three project descriptions for recent projects of similar scope (regional or local trail master plans). Include specific types of experience your firm has had in the following areas: a. Planning and design of regional trails. b. Experience facilitating public input, regional trail design, natural communities, and master planning. c. Experience planning and designing around natural resources to enhance resources and user experience. d. Master planning with the Greater Minnesota Regional Parks and Trails Commission Master Planning Portal. For each of the projects identified, provide references (name, email, and phone numbers). 5. Schedule: Consulting firm shall confirm key tasks, milestones, and critical path based upon county's proposed schedule. 6. Proposal and Fee Submission: a. The fee proposal should be submitted in a separate envelope labeled "Fee Proposal — Great River Regional Trail" with consultant name. b. Total lump sum fee for all services/labor/materials/electronic files/printed documents/reimbursables as described in scope of work. c. Proposed method of delivery of electronic files and number of printed documents delivered. d. Provide 4 printed copies of the completed proposal, and one electric copy. i ht.mn.us/parks 'www facebook.Co =-. - r Braddock'.eve Mt Buffalo, -MX 55313 763-682-769317894 Note: All costs for project meetings and site visits necessary to facilitate completion of the project are to be included in the total fees and expenses listed above. Estimated Project Schedule RFPs Due Anticipated Owner Recommendation Anticipated Owner Approval Completion of Master Plan Selection Process Overview March 1, 2019 (4:00 P.M.) March 15, 2019 March 26, 2019 November 1, 2019 Selection of a consultant for this project will follow a value -based process that includes an evaluation of technical qualifications, project duration, and price. All proposals received by the deadline will be reviewed by a subcommittee of the owners, which includes: • Monticello - City Manager • Clearwater - City Manager • Otsego — Park and Recreation Director • Wright County - Parks and Recreation Director Scoring is a competitive process in which the proposer submittals are weighted heavily not only for the ability to plan, but to show the potential for creating innovative ideas and the ability to implement those ideas on this project. The owner reserves the right to accept or reject any or all proposals and/or to waive any informalities or irregularities during the selection process. www.co.-wright.mn.uslparks tivww facebook.com/-wrightparksmn Beacon It" Wright County, MN Great River Trail Project Location Overview ............................. Legend Highways Interstate — State Hwy — US Hwy City/Township Limits ❑ c ❑ t Memorandum of Understanding BETWEEN WRIGHT COUNTY, MINNESOTA AND CITIES OF CLEARWATER, MONTICELLO, AND OTSEGO This agreement made this day of , 2019, is by and between Wright County, Minnesota, (hereinafter "County") and the Cities of Clearwater, Monticello, and Otsego (hereinafter "Partners"). WHEREAS, the County and Partners desire to fund and work cooperatively on the creation of a Master Plan for a Regional Trail that will enhance the recreational and multi -modal transportation systems on the Mississippi River; NOW, THEREFORE, in consideration of the mutual covenants contained herein, the parties agree as follows: 1. Term: The term of this agreement shall be for one (1) year commencing on the day of , 2019. The parties shall have the right to extend the term hereof upon the same terms and conditions for one successive term of one (1) year by giving notice of its intention to extend the MOU. The notice must be provided no later than two (2) months prior to the expiration of the initial term hereof. 2. Countv's Obligations: The County agrees: A. To cooperate with the Partners in preparing Requests for Proposals and Selection of a Consultant Firm for planning, public input and facilitation of a Regional Trail Master Plan. B. To fund $45,000 for the completion of the Master Plan. C. To enter into contract agreements with selected consultants. 3. Partners Oblivations: The Partners agree: A. To cooperate with the County and selected consultants in preparing the master plan, coordinating and conducting public input process, and supplying data as necessary to be included in the Regional Trail Master Plan as specified in the Request For Proposals. B. To assist with the selection of the Master Plan Consultant. C. To prorate Master Plan Expenses based on number of miles of Regional Trail, after County Share, and any additionally raised funds are deducted from the contract total using the following formula. a. Clearwater = not to exceed $9,000 b. Monticello = not the exceed $14,000 c. Otsego = not to exceed $6,000 which will be used to integrate existing plans and public input from year 2018. 4. Termination: This Agreement shall be terminated automatically upon the expiration and extension of the term as provided in Article. 5. Assignments: The County or the Partners may not assign its interests in this Agreement to any other person, corporation or entity. 6. Merger and Amendments: All negotiations, considerations, representations, and understandings between the parties are incorporated herein and may be modified or altered only by a written instrument signed by representatives of both parties. IN WITNESS WHEREOF, the parties hereto have executed this instrument the on or before the day and year written above. WRIGHT COUNTY Chairperson, County Board County Administrator CITY OF CLEARWATER Mayor City Administrator CITY OF MONTICELLO Mayor City Administrator CITY OF OTSEGO Mayor City Administrator Chapter 4 - Parks and Pathways System Plan Parks and Pathways System Plan The Parks and Pathways System Plan sets forth the plans and strategies that guide specific actions of the City in ongoing operation, new acquisition, development and planning. The system plan builds on the existing conditions and system objectives by identifying gaps between current reality and vision, then going on to establish a set of physical plans for the long-range organization and development of Monticello's recreation system. To this point, the following summary of findings, issues, and principles guide the creation of the Plan: ❖ The investment in the Bertram Chain of Lakes park facility will dominate the community's park acquisition and development for the foreseeable future. ❖ This investment drives Monticello to look toward the creation of fewer new park facilities during the planning period. ❖ The community has expressed a desire to continue parkland development but with a focus on specific aspects of recreation, including; ■ More emphasis on pathway development, including continuity, increased options and loops, and connections to parks, business areas, and schools. ■ Increased emphasis on water -oriented access and recreation, both natural and man-made, including Bertram Lakes, the Mississippi River, and other areas. ■ Expanded opportunities for natural open space experiences. ■ Support for Monticello Community Center facilities, expanding access, choice, and hours where possible. ❖ The new facilities that are to be considered will be concentrated in fewer, larger park locations, especially Bertram Chain of Lakes, and a few new locations that maximize opportunity for natural open space. ❖ Occasional smaller facilities may be developed when densities, barriers, or other conditions call for additional park locations to ensure adequate proximity and coverage. ❖ Focus on increased athletic field development, particularly youth baseball and soccer. ❖ Concentrate athletic fields in a few locations, particularly the opportunities at Bertram Lakes, to facilitate the attraction of tournament play, and to minimize common infrastructure such as maintenance needs, concession buildings, lights, and other similar elements. Monticello Parks and Pathways System Plan Page 4-1 Chapter 4 - Parks and Pathways System Plan ❖ Organize the pathway system to create a more predictable chain of community -wide pathway routes, in concert with neighborhood pedestrian and bicycle access to the community -wide system. ❖ Establish a primary system of pathways that minimize interruptions and conflicts, capitalizing on both existing infrastructure and opportunities for continuous routes. ❖ Follow up the primary system with secondary pathway loop connections, creating a system of inter -connected loops that maximize choice in trip length, route variety, and destination. Pathway loops should range between three and seven miles, depending on the web of local connections available. ❖ For local connections, encourage subdivision design that creates safe — as well as efficient - neighborhood sidewalk development, utilizing on -street options where appropriate in coordination for efficiency with other recreation providers. ❖ Make local pedestrian and bicycle transportation a fundamental part of subdivision design, rather than an after -thought once a development plan is finished. Monticello Parks and Pathways System Plan Page 4-2 P C& Lake city/)N OSilver Springs GoMourse �.� Featl;ilotone >~ , Mom" �Pjnd 6 " l 41 to g Edmonson m Cy A, eapch Area i HT CO NTY� Pe e .. �P SHERBURNE COUNTY h 33 Comm���' MOI/ MuduurPa d"mo kyP ♦I - H' -TQt Lot P k'r Tow i, fi � �♦ ♦ ♦j — 1 4 ; M1 1 Rol r +;„ td;�� 2 Q Y 2 z _s Park and Pathways Plan System Plan Potential Trail Routes y Primary Pathway Routes Secondary Pathway Routes o Community Park Search Areas Parks N ROAD 39 Golf Courses Search Area School Property _ City -Owned Property �i Bike Pathway Sidewalk Lakes �L CityBoundary Parcels Parksearcharea_buffer Annexation c�G o -AB 0 2,850 5,700 11,400 FeEl Sources: City of Monticello, Wright County, WSB, Unna Northwest Associated Consultants, Inc. Map Date: July, 2011. NORTHWEST ASSOCIATED CONSULTANTS, INC. 4800 Olson Memorial Highway, Supe 202, Golden Valley, MN 55422 Telephone: 763.231.2555 Facsimile: 783.231.2581 plannereQnacplanning.c c y IAM zo r} au sr ,O m F o �1. 7 Z 1 i ddL v H g E, m n a N m O p' n ^S v n m 7 a aRW D m r—O = o'm' Z L i m � .�. _. � e 3 D n� F c D cad 40 _ �^+ P � � .2m tic Nx�.c Tie O _ - - - C., �. _ m m g T e ^{ O C • `� IL d � i Or JV 7. m - 3 C a{ a0, c d' i c 7u y n C- » m a n � 92 / f a mRL i N o ■ajjj A c b III I I • I � n o m C '4mv mv_-0m mm mvv v v v c Qy o S O 7 X 0 X y y X X X X O O O O O M m n ft Ao o a _� a _^» O O •�• N 7 0. 7 N N 7 7 J 7 0 ton IOn (A w x o a rn o m (O tp 0 Q Q fW Q a Q Q Q o>> 'o 7 7 000 O m2 ID O 0 o cMo O m 7 o In O o m o° J a0 � °. 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"1 r, p- CD ° .v ° � ° �'- CA yrs rt �' °- cta' vim, �. fD a . rY v `� (•t n CD sv y fD y �D A o : (D -r a� s a O n `D ¢ a as "' o o �* r o(D 0 C<D w C) cr ~ ` rt � O ,� a- o" a- t a rte- LU ► ~t �. ° ° �. OCD �. a rt art .d p 0 V r CD p Z -j `< a "� CD x rD (D CA 's7 - a City Council Agenda: 01/28/2019 2G. Consideration of approving 2019 Wright Countv Annual Highwav Maintenance Agreement (TM) A. REFERENCE AND BACKGROUND: The annual maintenance agreement with Wright County for snow and ice control and first time spring sweeping is up for renewal. Areas for this maintenance agreement are unchanged from last year precluding compensation. This snow and ice control agreement covers expenses at 100% for portions of CSAH 75 running from Willow Street east to the intersection of CSAH 18, and a short section of CR 117, approximately two-tenths of a mile long running north from 85th Avenue. Snow and ice control on a portion of CSAH 39 West from the City Public Works Facility to the junction of CSAH 75 (Broadway) is estimated at 25% of the maintenance and the sweeping is a one-time fee for spring sweeping. The agreement rates are based on average annual costs for the years 2015 to 2017, plus $500/mile for four -lane portions. There is a $4,792.23 decrease from last year's contract as the averages over the three-year period for snow removal have decreased due to less severe winters. Al. Budget Impact: The total payment from Wright County for the Annual Highway Maintenance Agreement amounts to $22,152.50 for 2019. This payment is made to the city in December of the contracted year. Additional expenses are budgeted in Snow and Ice Fund. A2. Staff Workload Impact: As there are no changes to the contract, there is little impact on staff workload. B. ALTERNATIVE ACTIONS: 1. Motion to approve the 2019 Maintenance Agreement with Wright County with total compensation payable to the city in December 2019, in the amount of $22,125.50. 2. Motion to deny the new agreement with Wright County for annual maintenance of snow and ice removal and sweeping. C. STAFF RECOMMENDATION: City staff recommends the City Council approve the 2019 Maintenance Agreement with Wright County as outlined in Alternative #1. D. SUPPORTING DATA: • Copy of the Wright County Highway Maintenance Agreement. MAINTENANCE AGREEMENT — 2019 THIS AGREEMENT made and entered into by and between the City of Monticello hereinafter referred to as the "City" and the County of Wright hereinafter referred to as the "County' WHEREAS, Chapter 162, Minnesota Statutes, permits the County to designate certain roads and streets within the City as County State Aid Highways, and WHEREAS, the City has concurred in the designation of the County State Aid Highway within its limits as identified in County Board's resolutions of August 28, October 8, November 5, December 3, December 27, 1957 and January 7, 1958, and WHEREAS, it is deemed to be the best interest of all parties that the duties and responsibilities of both the City and the County as to maintenance on said County State Aid Highways to be clearly defined, NOW THEREFORE, IT IS AGREED with regard to said County State Aid Highway maintenance: That the City will be responsible for routine maintenance of the following highways: MAINT. PLAN ROAD SEGMENT MILES COST/MI* TOTAL COST E ALL See CSAH75, 39, CR117 5.75 $Lump Sum $2,369.91 C CSAH75 Willow St. to CSAH39 5.25 $3,613.90 $18,972.98 (includes four lane portion plus turn lanes) D CSAH39 From City Public Works Bldg. 0.32 $778.48 $249.11 To W. Jct. of CSAH75 C CR117 From a point 930 feet north 0.18 $3,113.90 $560.50 Of 85th NE to 8511 St. NE ESTIMATED TOTAL = 5.75 $22,152.50 That routine maintenance shall consist of the following: (Maintenance Plan) C. Snow and Ice Control D. 25% snow and ice control *Based on the average annual cost of years 2015, 2016, and 2017 E. Sweeping plus $500/mile for four lane portions (snow/ice control only.) That when the City deems it desirable to remove snow by hauling, it shall do so at its own expense. The City shall also be responsible for all snow and ice removal on sidewalks and other boulevard related maintenance outside the curb or street area. That the County will be responsible for all other maintenance. That the City shall indemnify, save and hold harmless the County and all of its agents and employees of any form against any and all claims, demands, actions or causes of action of whatever nature or character arising out of or by reason of the execution or performance of the work provided for herein to be performed by the City. It is further agreed that any and all full time employees of the City and all other employees of the City engaged in the performance of any work or services required or provided for herein to be performed by the City shall be considered employees of the City only and not of the County; and that any and all claims that may or might arise under Workmen's Compensation Act of the State of Minnesota on behalf of said employees while so engaged and any and all claims made by any third parties as a consequence of any act or omission on the part of the said City employees while so engaged on any of the work or services provided to be rendered herein shall be the sole obligation and responsibility of the City. That the County shall indemnify, save and hold harmless the City and all of its agents and employees of any form against any and all claims, demands, actions or causes of actions of whatever nature or character, whether at law or equity, arising out of or by reason of the execution, omission or performance of the work provided for herein to be performed by the County including but not limited to, claims made arising out of a maintenance obligation of County, engineering, design, taking or inverse condemnation proceedings. It is further agreed that any work or services required or provided for herein to be performed by the County shall be considered employees of the County only and not of the City; and that any and all claims that may or might arise under Workmen's Compensation Act of the State of Minnesota on behalf of said employees while so engaged and any and all claims made by any third parties as a consequence of any act or omission on the part of said County employees while so engaged on any of the work or services provided to be rendered herein shall be the sole obligation and responsibility of the County. That in December of 2019, the City shall receive payment from the County for their work. This amount shall be based on the average annual cost per mile for the years 2015, 2016, and 2017 for routine maintenance on Municipal County State Aid Highways. The average annual cost per mile will reflect only those costs associated with the areas of routine maintenance for which the city is responsible. ADOPTED: ATTEST: 2019 City Clerk CERTIFICATION Mayor I hereby certify that the above is a true and correct copy of a resolution duly passed, adopted and approved by the City Council of said City on 2019. APPROVED AND ACCEPTED: City Clerk COUNTY OF WRIGHT Name of City Chairman of the Board Date ATTEST: County Coordinator Date City Council Agenda 1/28/2019 211. Consideration of approving a request for Amendment to Monticello Zoning Ordinance Chapter 4.5 Signs, Section 19 - Dvnamic Displays. Applicant: Citv of Monticello (AS/NAC) Request(s): Ordinance amendment for dynamic sign display for civic/institutional uses in residential districts Deadline for Decision: NA Land Use Designation: Places to Live Zoning Designation: "R" Districts, Civic/Institutional Uses A. REFERENCE AND BACKGROUND Staff has prepared a proposed ordinance amendment relating to dynamic display allowances for civic and institutional uses for the City's consideration. A local church inquired as to the limitation on the allowance and requested that the City consider the issue. Currently, dynamic displays, also known as electronic message boards, are not currently allowed in residential zoning districts. This regulation therefore limits the ability for civic or institutional uses located in residential districts the ability to utilize this form of signage. This restriction applies to schools, hospitals, places of public assembly and public buildings to utilize electronic message boards when in a residential zoning district. Relevant excerpts of ordinance are attached for reference. Included for the council's reference is a map illustrating the locations impacted by this regulation. The map is attached and illustrates that Pinewood Elementary, the Monticello Middle School, Mississippi Shores, the wasterwater treatment plant, various religious facilities, and the Monticello High School Campus (including the high school, Eastview and Little Mountain), are all impacted by the ordinance. Currently, within this grouping, the Monticello High School site and Middle School site are the only two entities with dynamic displays. The displays are considered as part of the approved PUD in the case of the High School, or lawful non -conforming in the case of the Middle School. Some of the community's institutional uses are within residential districts due to long- standing zoning classification (as in the case of Pinewood Elementary and the Middle School), or the removal of the Public/Semi-Public zoning District from the zoning ordinance and map during the 2019 zoning ordinance re -codification. In its evaluation of the ordinance amendment, the council should consider the impacts of dynamic display for civic and institutional uses on neighboring residential uses. For example, LED technology allows for illumination which can be intrusive on residential properties. However, civic and institutional sites are often located on collector routes City Council Agenda 1/28/2019 with multiple access points, and are often on parcels of significant size. As such, these signs have a great amount of visibility, and signage can be sited and regulated to minimize the impacts. Staff has therefore proposed an ordinance amendment which would allow dynamic displays for civic and institutional uses subject to the following: • Dynamic displays are subject to the regulations of Section 4.5(H) of this ordinance. o Limits the maximum area to 25 square feet. o Requires compliance with all standards for dynamic display. o Requires compliance with illumination requirements. • Dynamic displays are limited to inclusion on existing or proposed monument signage as allowed by Section 4.5(J) of this ordinance. • Total area of free-standing signage shall not exceed 100 square feet as allowed by Section 4.5(J) of the ordinance. • Signs must be setback a minimum of one hundred (100) from the property line of any adjacent. • The signs are subject to limited hours of illumination. • Dynamic display shall be required to maintain dimmer control. The Planning Commission did not require that such signs be reviewed and authorized only under a conditional use permit. Planning Commission Review and Recommendation The Planning Commission tabled action on the proposed amendment at the December meeting and continued the public hearing, seeking clarification from staff on illumination and maximum size requirements for the proposed signage amendment. In that regard, staff added language to clarify maximum size allowance. Illumination requirements were proposed in items #5 and 6 of the proposed ordinance, but were noted for Commission's reference. At the January Planning Commission meeting, the Commission requested further clarification to restrict signage to 25 square feet on site. In that regard, staff has added language stating "Dynamic displays shall not exceed twenty-five (25%) of the allowable sign area or 25 feet in total for the parcel, whichever is less, and shall be limited to one (1) sign display per parcel." Staff also revised the language relating to setback to clarify setback is from the public right of way (not street). These changes are reflected in the ordinance presented to the City Council for consideration. There was no public present to comment on the item in December or January. The Planning Commission moved to approve the proposed ordinance unanimously at its January 2nd meeting. 2 City Council Agenda 1/28/2019 B. ALTERNATIVE ACTIONS The Planning Commission recommends Alternative #1 below. 1. Motion to approve the ordinance amendment allowing dynamic sign display for civic and institutional uses as proposed, based on findings in Resolution 2019-08. 2. Motion to table action on the ordinance amendment allowing dynamic sign display for civic and institutional uses based on direction to be provided by the Planning Commission. 3. Motion to deny the ordinance amendment allowing dynamic sign display for civic and institutional uses based on findings to be made by the Planning Commission. C. STAFF RECOMMENDATION Staff deferred to the Commission this item. While the allowance for dynamic display with the regulations as outlined will provide for changing non-commercial messaging opportunity for civic and institutional uses, there is the potential for impact to neighboring residential uses. D. SUPPORTING DATA A. Resolution 2019-08 B. Ordinance No. 707 C. Ordinance Excerpts D. Aerial Image — Civic/Institutional Uses (Residential Zoning) E. Official Zoning Map 3 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2019-08 APPROVING AMENDMENTS TO TITLE 10 OF THE MONTICELLO ZONING CODE, CHAPTER 4, SECTION 5 AS RELATED TO DYNAMIC DISPLAYS WHEREAS, the Zoning Ordinance serves as the primary implementation tool of the City's Comprehensive Plan goals and objectives; and WHERESE, an ordinance amendment relating to Dynamic Displays has been prepared to address dynamic display uses in residentially zoned areas of the City. WHEREAS, the Planning Commission held a public hearing on January 2nd, 2019 on the application and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The proposed amendments improve the ability of the Planning Commission and City Council to direct land use and land use policy in the City. 2. The proposed amendments are consistent with the language and intent of the Comprehensive Plan. 3. The proposed amendments provide for non-commercial messaging for civic and institutional uses and establishes regulations to address the potential for impact to neighboring residential uses. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota: The Monticello City Council hereby approves the amendment to the Monticello Zoning Ordinance, Chapter 4, Section 5, adopting the findings of fact herein. ADOPTED this 28th day of January, by the City Council of the City of Monticello, Minnesota. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2019-08 LOW ATTEST: Jeff O'Neill, City Administrator MONTICELLO CITY COUNCIL Brian Stumpf, Mayor ORDINANCE NO. 707 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING TITLE 10 OF THE MONTICELLO CITY CODE, KNOWN AS THE ZONING ORDINANCE AMENDING REQUIREMENTS AND USES IN THE "CCD", CENTRAL COMMUNITY DISTRICT, AND RELATED REFERENCES THERETO. IT IS HEREBY ORDAINED by the City Council of the City of Monticello, Minnesota: Section 1. Section 4.5(H) is hereby amended to read as follows: (a) Regulations governing Dynamic Sign Displays (i) Dynamic sign displays shall have messages that change instantaneously, and do not fade, dissolve, blink, or appear to simulate motion in any way. Prohibited blinking signs shall include signs which are displayed as continuous solid messages for less than the time required by subpart (iii) of this subsection below. The exception to this regulation is the allowance of messages that appear to scroll horizontally across the sign, but are otherwise in compliance with the requirements of this ordinance, including the definition of "scrolling signs". (ii) With the exception of dynamic sign displays for civic or institutional uses, dDynamic sign displays shall not be permitted in any Residential zoning district. (iii) Dynamic sign displays shall be permanent signs. (iv) No dynamic sign display shall change more than one time per three (3) second period; time and temperature displays may change as frequently as once every three (3) seconds. (v) Dynamic sign displays shall be no brighter than other illuminated signs in the same district. (vi) Dynamic sign displays shall be designed to freeze the display in the event of malfunction, and the owner shall discontinue the display immediately upon malfunction, or upon notice from the City that the display violates the City's regulations. (vu) Applicants for dynamic sign displays shall sign a license agreement supplemental to the building permit agreeing to operation of a sign in conformance with these regulations. Violation of these regulations shall result in forfeiture of the license, and the City shall be authorized to arrange disconnection of electrical service to the sign display. (viii) With the exception of dynamic sign displays for civic or institutional uses, nNo dynamic sign display shall be permitted to be located in a yard or on the side of a building which abuts a residentially zoned or used parcel. (ix) Dynamic sign displays for civic or institutional uses adjacent to or abutting residential uses or residentially zoned property shall be subject to the requirements of Section 4.5(H) of this ordinance and the following additional requirements. 1. Dynamic displays are limited to inclusion on existing or proposed monument signage as allowed by Section 4.5(J) of this ordinance; the total of such monument signage shall not exceed 100 square feet. 2. Dynamic displays shall not exceed twenty-five (25%) of the allowable sign area or 25 feet in total for the parcel, whichever is less, and shall be limited to one (1) sign display per parcel. 3. Dynamic sign displays must be setback a minimum of fifteen (15) from the public right of way and one hundred (100) from the property line when adjacent to residential uses or residentially zoned property. 4. Dynamic sign displays must have an automatic dimmer control to produce a distinct illumination change from a higher illumination level to a lower level for the time period between one half-hour before sunset and one half-hour after sunrise. 5. Dynamic sign displays shall not exceed a maximum illumination of 5000 nits (candelas per square meter) during daylight hours and a maximum illumination of 500 nits (candelas per square meter) between dusk to dawn as measured from the sign's face at maximum brightness. 6. Dynamic sign displays may only be illuminated between the hours of 7 AM — 10 PM. Section 2. The City Clerk is hereby directed to make the changes required by this Ordinance as part of the Official Monticello City Code, Title 10, Zoning Ordinance, and to renumber the tables and chapters accordingly as necessary to provide the intended effect of this Ordinance. The City Clerk is further directed to make necessary corrections to any internal citations that result from said renumbering process, provided that such changes retain the purpose and intent of the Zoning Ordinance as has been adopted. Section 3. This Ordinance shall take effect and be in full force from and after its passage and publication. The ordinance in its entirety shall be posted on the City website after publication. Copies of the complete Ordinance are available online and at Monticello City Hall for examination upon request. ATTEST: Jeff O'Neill, Administrator AYES: NAYS: Brian Stumpf, Mayor CHAPTER 4: FINISHING STANDARDS Section 4.S Signs Subsection (H) General Provisions (17) Time and Temperature Signs Within commercial and industrial zoning districts, an area not to exceed sixteen (16) square feet within a freestanding or wall sign shall be allowed for display of an electronic time and temperature sign subject to the sign provisions for the zoning district in which the sign is located. (18) Projecting Signs Projecting signs maybe allowed in commercial districts provided that: (a) There is a minimum of eight (8) feet of clearance under the base of the sign to the ground below. (b) The sign does not project more than five (5) feet beyond the wall to which it is mounted, may not project over any vehicular drive aisle or traveled portion of a public or private street and except in the CCD, Central Community District may not project over a public right-of-way. (c) The area of the projecting sign is not more than fifty (50) percent of the maximum area allowed for an individual wall sign in the respective zoning district in Section 4.5(J). (19) Dynamic Displays (a) Findings Based on studies related to the use of dynamic sign displays and driver distraction, the City finds that dynamic signs, as defined by the zoning ordinance, have a unique potential to create driver distraction, a major cause of traffic crashes. As a result, the City has adopted special regulations that relate to such signs. These regulations shall apply to all proposed dynamic signage in the City, whether new or existing, conforming or non -conforming at the time of adoption of this ordinance. (b) Regulations governing Dynamic Sign Displays (i) Dynamic sign displays shall have messages that change instantaneously, and do not fade, dissolve, blink, or appear to simulate motion in any way. Prohibited blinking signs shall include signs which are displayed as continuous solid messages for less than the time required by subpart (iii) of this subsection below. The exception to this regulation is the allowance of messages that appear to scroll horizontally across the sign, but are otherwise in compliance with the requirements of this ordinance, including the definition of "scrolling signs". Page 250 City of Monticello Zoning Ordinance CHAPTER 4: FINISHING STANDARDS Section 4.S Signs Subsection (H) General Provisions (ii) Dynamic sign displays shall not be permitted in any Residential zoning district. (iii) Dynamic sign displays shall be permanent signs. (iv) No dynamic sign display shall change more than one time per three (3) second period; time and temperature displays may change as frequently as once every three (3) seconds. (v) Dynamic sign displays shall be no brighter than other illuminated signs in the same district. (vi) Dynamic sign displays shall be designed to freeze the display in the event of malfunction, and the owner shall discontinue the display immediately upon malfunction, or upon notice from the City that the display violates the City's regulations. (vii) Applicants for dynamic sign displays shall sign a license agreement supplemental to the building permit agreeing to operation of a sign in conformance with these regulations. Violation of these regulations shall result in forfeiture of the license, and the City shall be authorized to arrange disconnection of electrical service to the sign display. (viii) No dynamic sign display shall be permitted to be located in a yard or on the side of a building which abuts a residentially zoned parcel. (20) Design and Materials Standards for Signs in Commercial Districts, Industrial Districts, the CCD District, PUDs, and Performance Based Enhancement District Development (a) In General The design and materials of any sign shall be consistent with the building materials requirements of the district in which the sign is located, and shall be the same as, or compatible with, the materials and design of the principal building(s) on the property. (b) Specific Materials for Pylon Signs All exposed pole or post structures must be wrapped or faced with stucco, architectural metal, brick or stone consistent with building architecture. City of Monticello Zoning Ordinance Page 251 CHAPTER 4: FINISHING STANDARDS Section 4.S Signs Subsection U) District Regulations (6) Temporary signage may be located on a vacant parcel adjacent to a parcel occupied by an active and permitted principal use, when such properties are held in the same ownership. (.n District ReLmlations In addition to the signs allowed by Section 4.5(C) and Section 4.5(1), the following signs shall be allowed within the specific zoning districts: (1) Within residential zoning districts (see table 3-1), the following additional regulations apply: (a) Except for the uses specified in Sections 4.5(J)(1)(b) and 4.5(J)(1)(c) below, not more than one (1) sign shall be allowed provided that: (i) The area of the sign shall not exceed four (4) square feet. (ii) Freestanding signs shall be limited to a maximum height of four (4) feet. (b) In addition to the sign allowed by Section 4.5(J)(1)(a) above, residential uses shall be allowed one (1) monument sign per collector or arterial street access. Such sign shall meet the requirements of this ordinance and shall be constructed at the time of plat or phased plat development adjacent to the collector or arterial access. (c) Civic and institutional uses shall be allowed two (2) monument signs per lot meeting the requirements of this ordinance. (2) Within business and industrial zoning districts (see table 3-1), the following additional regulations shall apply: (a) Total Area of Signs The total area of all signs (with the exclusion of freestanding signs as may be allowed by this code) displayed on a lot shall not exceed fifteen (15) percent of the total building facade fronting not more than two (2) public streets. (b) Freestanding Signs (i) Unless otherwise specified in this section, one (1) sign is allowed per lot. The area of a freestanding sign may not exceed one hundred (100) square feet each side with a maximum height of twenty-two (22) feet. (ii) If a monument, rather than pylon sign is utilized, an additional one hundred (100) square feet of area beyond the total area calculated in The Freewav Bonus Sign Overlav District allows for additional signage in specific commercial and industrial areas !Section 3.7(G)1 Page 254 City of Monticello Zoning Ordinance CHAPTERS: USE STANDARDS Section 5.1 Use Table Subsection (A) Explanation of Use Table Structure Additional ConditionallyRequirements Permitted• "I" = Interim Permitted ol Residential Uses 5.2(C)(1) Attached Dwelling Types 5.2(C)(2)(a) - Duplex p C 9 5.2(C)(2)(b) p 5.2(C)(2)(c) - Townhouse C P C C 5.2(C)(2)(d) - Multiple -Family C P P None Detached Dwelling P P P P Group Residential P P P P Facility, Single Family P 5.2(C)(3) Group Residential C Facility, Multi -Family C C 5.2(C)(3) Mobile & Manufactured C Home / Home Park C C P C 5.2(C)(4) Civic & Institutional Uses Active Park Facilities p P p p p p p P (public) P p p P P P P None Active Park Facilities P P P P P P P (private) 5.2(D)(1) Assisted Living Facilities C P CC P 5.2(D)(2) Cemeteries C C C C C C C C 5.2(D)(3) None Clinics/Medical Services C P P Essential Services P P P P P P P P P P P P P C P P None 5.2(D)(4) Hospitals C P P C C C C C C C Nursing/Convalescent C Home C P P 5.2(D)(5) Passenger Terminal C C C C None Passive Parks and Open p Space P p P PP P P P p p p p p p None Place of Public Assembly CC C C C p C 5.2(D)(6) Public Buildings or Uses C C C C C C P C C P P C P P 5.2(D)(7) C Schools, K-12 C C C C C C I I 5.2(D)(8) Schools, Higher Education C None Utilities (major) C C C1 5.2(D)(9) Office Uses Offices P P P P P P P 5.2(El City of Monticello Zoning Ordinance Page 325 Exhibit B toy!. _—•� ''tilt `nW `rJf ''!.1:.'t' .. ''�r:�' .I f. 0 City Council Agenda 1/28/2019 2I. Consideration of a request for amendment to the Monticello Zoning Ordinance Chapters and Sections relating to the Central Community District Applicant: City of Monticello (NAC/AS) A. REFERENCE & BACKGROUND Request(s): Ordinance amendments in support of the adoption of the Comprehensive Plan's Downtown Small Area Plan goals. Deadline for Decision: NA Land Use Designation: Downtown Zoning Designation: CCD (Central Community District) ANALYSIS In 2017, the City adopted an amendment to its Comprehensive Plan for inclusion of the Downtown Small Area Plan. Changes in the retail marketplace, as well as an understanding of more recent investments in downtown and the challenges present in implementing the prior downtown plan "Embracing Downtown", impacted the desire and ability to implement that plan as it was originally intended. Therefore, the authorized an update to the Embracing Downtown Plan, focusing on the core downtown area. The resulting plan, the Monticello Downtown Small Area Plan focuses on the core downtown area and includes the following goals: I. Improve Pine Street for all users. 2. Shift the center of town to Walnut & Broadway 3. Encourage small and medium sized investment 4. Become a Rivertown While the Downtown Small Area Plan set a vision and these broader goals for the downtown, revision to the City's CCD zoning district language and requirements is necessary as it is the Zoning Ordinance that is the regulatory tool for implementing the objectives of the Comprehensive Plan. Zoning regulations establish a consistent framework for applying the City's goals as stated in the Comprehensive Plan, and in this case, the Small Area Plan for downtown. Additionally, the current zoning ordinances require an update in order to address language referencing the prior downtown plan, "Embracing Downtown". City Council Agenda 1/28/2019 The draft amendments proposed therefore focus on the Central Community District (CCD) zoning regulations. The CCD is the zoning district in which the Small Area Plan is geographically located and centered. To help provide direction for the ordinance update, the City created a small group consisting of Council members, Planning Commission members, EDA members, and representatives of the public, including property owner interests in the downtown area. The group reviewed the Small Area Plan objectives, the existing CCD language, and how the old and new plans differ in goals and scope. From those meetings, a set of recommended changes to the CCD land use regulations was developed in draft form. The recommended changes were then brought to the Planning Commission and City Council in two joint worksessions, held in August and September of 2018. The Planning Commission and Council provided further direction to staff on the ordinance, particularly in the areas of level of ordinance flexibility and parking requirements. It was understood from these worksessions that the ordinance should establish a set of baseline zoning regulations which while accommodating flexibility (versus a guide -only approach). Staff's understanding of the Planning Commission and City Council feedback on parking was to incorporate an approach resulting in greater building utilization of individual property, and a reliance on combined, shared, and public parking areas to enhance overall density and intensity of downtown uses. While utilizing some of the existing ordinance tools for managing parking, the group strongly supported monitoring of parking supply more actively to allow the City to know where and when it was necessary to impose additional parking requirements, or develop additional parking to serve uses in a particular locality. This monitoring would also help the City promote additional density and activity when it is clear that parking will be adequate. Clarification on these elements provided a foundation for the draft presented. The ordinance draft presented for review and hearing also includes the following elements: 1. Reorganization of the subdistricts to reflect the Character Area sub -districts as provided in the Small Area Plan. 2. Provides for an additional "General" sub -district for areas outside of the Small Area Plan's core geographic area. 3. Attention to the preferred uses in each subdistrict, based on the intended use of each. 4. Flexibility within each sub -district to expand the potential uses, provided the project is consistent with the intent of the Small Area Plan objectives. 5. Flexibility across sub -district boundaries to accommodate for projects that are not confined to a single zone. City Council Agenda 1/28/2019 6. General performance standards that attempt to address conditions by use as well as character area. 7. Overall applicability of the general performance standards currently in the ordinance, unless the new CCD language states otherwise. 8. Additional attention to existing building parking allowances and requirements. 9. Continued use of the current parking supply requirements, with a new requirement that permits reduction (and contribution to City public parking fund) only with a Parking Analysis related to available parking with a 400 -foot distance. 10. Attention to transitional requirements (primarily height) at the edges of the CCD where it abuts single family housing — limiting height to a standardized level equivalent to the horizontal distance to the single-family home. 11. Standardizing building setbacks across sub -districts and uses to simplify project building review, and accommodate change in use over time, minimizing future non -conformities due to evolving downtown conditions. 12. Addition of a site plan review component as directed by the Planning Commission and Council in worksession feedback. 13. Sections which repeal or amend existing code language where it is inconsistent with the Small Area Plan. Council will note that in addition to the ordinance language, a Central Community District (CCD) sub -district zoning map has been prepared for review and adoption. Although the Small Area Plan focuses on a core section of the larger Central Community District, the ordinance and map encompass the full CCD for consistency in regulation within the full downtown zoning district. The CCD sub -district map proposed to follow the recommended Character Area boundaries for all areas within the Small Area Plan boundary. For those parcels outside of the Small Area Plan boundary, the map either 1) provides for a fifth sub -district "General" or 2) extends the Character Area boundary based on the types of permitted or conditional uses in the area. The map is proposed to be adopted as part of the Official Zoning Map. No changes to Accessory Uses for the CCD are proposed at this time. Planning Commission Review and Recommendation The Planning Commission tabled action on the proposed ordinance amendment at the November and December regular meetings, requesting revisions to further clarify various sections of the text. Staff made changes to address the comments of the public and City Council Agenda 1/28/2019 Commission from the meetings, which were reviewed by the Planning Commission in both December and January. Steve Johnson, property owner in downtown Monticello, was present during the public hearing and continued hearings to provide comment on the item. Many of Mr. Johnson's comments were addressed in subsequent ordinance revisions presented to the Commission. Mr. Johnson provided a summary of his comments, to which staff has provided notations on how each was addressed within the ordinance presented for adoption. At the January meeting, Mr. Johnson expressed satisfaction with the January ordinance version, noting that the remaining items could be reviewed for amendment if necessary in their practice or application. No other public was present to provide the Commission with comment on the proposed ordinance. During the January meeting, the Commission requested that site plan review language within the ordinance be revised to clarify when required and by which body, Planning Commission or Council. The ordinance is written to require site plan review for all new development projects in the CCD. Therefore, staff has revised the ordinance to note that site plan review will occur at the Planning Commission level, except in specific circumstances where joint review is requested by the developer or required by ordinance. Following the discussion, the Planning Commission recommended unanimously the approval of the ordinance, with the clarification on the site plan review requirements. Staff would like to note that the ordinance presented to the Planning Commission did not address upper story residential below the 4 unit threshold and as such, allowance information in that regard has been added to the Use Table as part of the ordinance for Council consideration. B. ALTERNATIVE ACTIONS The Planning Commission recommends Alternative #1 below. Motion to approve Ordinance No. 708 for amendment to the Monticello Zoning Ordinance Chapters and Sections relating to the Central Community District based on findings in Resolution PC -2018-029. 2. Motion to deny the amendment to the Monticello Zoning Ordinance Chapters and Sections relating to the Central Community District. 3. Motion to table action on the request, pending additional information as identified by the Planning Commission and staff report. C. STAFF RECOMMENDATION Staff recommends Alternative #1 above. Revision of the zoning ordinance in support of the land use and performance standards of the Small Area Plan is a necessary step in achieving the vision set by the plan. In addition, outside of the metropolitan area, it is the City Council Agenda 1/28/2019 city's zoning ordinance which prevails in land use development. As such, zoning ordinance which reflect the Comprehensive Plan's Downtown Small Area plan is critical. Further, the ordinance presented is reflective of the feedback received both the CCD Zoning Work Group meetings and the joint Planning Commission and City Council sessions. Staff also believes the ordinance for Council consideration addresses those comments of the Commission and public made during the public hearing review. D. SUPPORTING DATA A. Resolution PC 2018-029 B. Ordinance No. 708 — Draft, Revised for January C. Public Comment Letter, Staff Response D. Aerial Image — Downtown E. Official Zoning Map, CCD Sub -Districts - Draft F. Excerpts, Monticello Zoning Ordinance — Current CCD Regulations G. Monticello Downtown Small Area Plan, and excerpts CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2018-029 RECOMMENDING ADOPTION OF AN ORDINANCE AMENDING TITLE 10 OF THE MONTICELLO CITY CODE, KNOWN AS THE ZONING ORDINANCE AMENDING REQUIREMENTS AND USES IN THE "CCD", CENTRAL COMMUNITY DISTRICT, AND RELATED REFERENCES THERETO. WHEREAS, the City of Monticello has adopted a zoning ordinance including regulations for the uses and development of its downtown area; and WHEREAS, the City of Monticello has adopted an amendment to its Comprehensive Plan entitled "City of Monticello Downtown Small Area Plan", which document describes a development and redevelopment plan for the downtown area; and WHEREAS, the City of Monticello has found that certain amendments to the zoning regulations affecting the downtown area will benefit the intent of the regulations and the process for application under such regulations; and WHEREAS, the proposed amendments have been developed and reviewed by members of the public, including open meetings of a Zoning Ordinance Workgroup and two joint sessions of the Monticello Planning Commission and City Council; and WHEREAS, the Planning Commission has conducted a public hearing on November 5th, 2018 to receive public comment on the proposed amendments to the Zoning Ordinance; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The amendments are consistent with the intent of the Comprehensive Plan and specifically the Monticello Downtown Small Area Plan. 2. The amendments will facilitate the City's goals for land development within the downtown Central Community District. 3. The amendments will direct applicants in preparing applications and proceeding through development in the "CCD", Central Community District, review process. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota: The Planning Commission recommends that the City Council adopt the amendments to the Monticello Zoning Ordinance as presented. ADOPTED this 4th day of December, 2018, by the Planning Commission of the City of Monticello, Minnesota. CITY OF MO M ATTE?S4chm Angela emmunity Development Director 'ICELL f, Chair ORDINANCE NO. 708 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING TITLE 10 OF THE MONTICELLO CITY CODE, KNOWN AS THE ZONING ORDINANCE AMENDING REQUIREMENTS AND USES IN THE "CCD", CENTRAL COMMUNITY DISTRICT, AND RELATED REFERENCES THERETO. IT IS HEREBY ORDAINED by the City Council of the City of Monticello, Minnesota: Section 1. Section 3.5(G) is hereby deleted in its entirety, and amended to read as follows: Section 3.5(G) CCD — Central Community District The purpose of the "CCD", Central Community District, is to provide for a wide variety of land uses, transportation options, and public activities in the downtown Monticello area, and particularly to implement the goals, objectives, and specific directives of the Comprehensive Plan, and in particular, the 2017 Downtown Monticello "Small Area Plan" Comprehensive Plan Amendment and its design and performance standards. All proposed development or redevelopment in the CCD shall be subject to the requirements of the Comprehensive Plan and other standards identified in the Small Area Plan report. It is not the intent of this chapter to abrogate any general Zoning Ordinance requirements in the CCD, and all such requirements of the Monticello Zoning Ordinance apply fully within the CCD unless addressed separately by a more detailed CCD zoning regulation. TypILW {{p kilding Types Projects that benefit from public investments and/or subsidies will have a greater burden to provide higher levels of both private and public amenities. Sub -Districts. The CCD is hereby divided into five subdistricts, four of which comprise the study area of the Small Area Plan and are i known as: (1) Riverfront, (2) Broadway, (3) Walnut and Cedar Streets, and (4) Pine Street. A fifth "sub -district" shall be any area within the CCD that is not - { identified as being within one of T!�r a the four named sub -districts. The ff AS CCD regulations shall apply uniformly across all sub -districts unless specific sub -district ' requirements apply. The City Council shall, in accordance with the process providing for zoning map amendments in the Typical C(l) Lot Configuration Monticello Zoning Ordinance, adopt a zoning map for the CCD area identifying the subdistrict boundaries. Base Lot Area • No minimum Base Lot Width • No minimum 1. PROCESS REQUIREMENTS: a. New development or redevelopment projects within the Central Community District shall require a site plan review by the Planning Commission. b. At the proposer's option, or as required by this ordinance, any proposed project may combine the required site plan review as a part of a concept plan review before a joint meeting of the Planning Commission and City Council. c. Existing buildings shall be subject to the permitted and conditional use allowances of this ordinance. d. Projects which do not meet the requirements of this ordinance may utilize the Planned Unit Development (PUD) process. 2. GENERAL REQUIREMENTS: a. Character Areas. The Central Community District shall be further regulated by four character sub -areas: Pine Street, Broadway, Walnut/Cedar and Riverfront and shown in the Official Zoning Map. b. Projects across Character Area boundaries. By conditional use permit, uses and standards may extend across Character area boundaries (but not into other zoning districts) a maximum distance of up to one-half block for project purposes, provided the majority of the project square footage lies within the permitted character -area, and the intent and character of the downtown plan is maintained. Where projects extend across character area boundaries, projects must show compatibility to both character area standards relating to adjoining districts and uses. Private ioint-parking use. All non-residential parking areas shall be designed to accommodate cross -access and joint use throughout the CCD zoning district to minimize the need for parking infrastructure. d. Accessory Service/Appurtenance Uses. Building mechanical, waste -handling, and delivery service areas shall not face the public street or public spaces (with the exception of public parking lots), and shall be screened from view of adjoining property with materials equivalent to those of the principal building. e. Buildings adjacent to single family. Building side walls adjacent to single family residentially zoned properties, or directly across a public street from such properties, shall have side wall heights of no greater than the horizontal distance to the nearest single-family structure. Buildings abutting single family residentially zoned properties shall have roofs sloping toward the abutting single family use, or shall employ at least one of the transitional features in Section 4.7 of this ordinance. f. Building materials. Building materials for all uses shall be predominantly glass, brick, natural or cultured stone, or equivalent masonry material. Materials for lapped siding, board -and -batten, or shake exteriors shall be composite, maintenance free materials, and shall be limited in overall exterior use to: o Residential structures, no more than 30 percent of building exterior. o Commercial and other structures, no more than 15 percent of building exterior may be comprised of architectural metal, which shall be integrated into the building design. o Mixed use buildings shall comply with the commercial building requirements. 3. PERFORMANCE STANDARDS a. Character Area Standards i. Broadwav • All buildings should have a storefront or entrance on Broadway. • Buildings shall be oriented toward the front of the lot, with a maximum 10' setback. Setbacks may be increased to accommodate outdoor seating or activity spaces approved by Planning Commission during site plan review. Such spaces shall be improved with enhanced paving and landscaping materials and other elements. • Storefronts facing any public street shall consist of a minimum of 50% window/door transparency on ground floor. • Buildings shall be between 2-4 stories, additional stories may be authorized by conditional use permit. Single -story buildings may be approved through site plan review by the Planning Commission and City Council where multiple stories are impractical for the specific use. In such cases, the building architecture should incorporate a fagade that mimics multiple stories through additional window openings or similar features. • Buildings shall have a maximum width of 60 feet, or shall be articulated by setback, materials or window treatments roofline variation, or other design methods to reflect the appearance of separate buildings, in approximately 30-60' increments. • Ground floor commercial buildings which front on public streets or open space shall not be entirely comprised of office uses, but shall include other retail, hospitality or entertainment uses. • Sidewalks and/or pathway connections shall be provided for all development projects. H. Walnut/Cedar • Features such as upper balconies, dormers, courtyards, porches and dooryards shall be incorporated for residential uses. Buildings shall be between 2- 4 stories; additional stories may be authorized by conditional use permit. Single -story buildings may be approved through site plan review by the Planning Commission and the City Council where multiple stories are impractical for the specific use. In such cases, the building architecture should incorporate a fagade that mimics multiple stories through additional window openings or similar features. • Buildings shall be oriented toward Walnut and Cedar Street and toward front corners where applicable. X. Pine Street • Buildings shall be between 2-4 stories; additional stories may be authorized by conditional use permit. Single -story buildings may be approved through site plan review by the Planning Commission and the City Council where multiple stories are impractical for the specific use. In such cases, the building architecture should incorporate a fagade that mimics multiple stories through additional window openings or similar features. • Buildings shall be oriented to Pine Street with secondary entrances located on side or interior facades. Corner properties shall have dual orientation. b. Use Tvpe Standards i. Residential • Single/Two Family: Where permitted, the requirements of the R-2 District will apply. • Townhouse o Permitted where the subject property has no direct frontage on Broadway or Walnut/Cedar. o Must preserve open space to coordinate with public spaces. o Building heights up to 25 feet or 2 stories above grade. o Setbacks — 15 feet from abutting single family, minimum of 8 feet from public street. Interior side setbacks may be zero. o Variable roofline and front building walls. o Classic row -house; living space to front; no garage -front design. o All parking in attached garages. o Parking ratio of 2.0 spaces per du, off-street. • Multi 4-12 du o Only allowed where the subject property has no frontage on Broadway, Walnut/Cedar. o Must preserve open space to coordinate with public spaces. o Building heights up to 35 feet or 3 stories above grade. o Setbacks — 15 feet from abutting single family, minimum of 8 feet from public street. Interior side setbacks may be zero. o Variable roofline and front building walls. o Garage entrances may not face a public street. o Garages which face a single family residential zoning district must screen the garage entrance from the eye -level view of the abutting property. o All parking in attached garages within building footprint (no surface parking). o Parking ratio of L-57 spaces per du, off-street, or a minimum of no less than one space per bedroom, off-street, whichever is greater. As part of site plan review, the Planning Commission may impose a different (higher or lower) standard where the nature of the use supports such standard. • Multi 13+ du o Only allowed where the subject property has no frontage on Broadway, Walnut/Cedar. o Must preserve open space to coordinate with public spaces. o Building heights up to 50 feet or 4 stories above grade. o Setbacks — 15 feet from abutting single family, minimum of 8 feet from public street. Interior side setbacks may be zero. o Variable roofline and front building walls. o Garage entrances may not face a public street. o Garages which face a single family residential zoning district must screen the garage entrance from the eye -level view of the abutting property. o All parking in attached garages within building footprint (no surface parking). o Parking ratio of 1.57 spaces per dwelling unit including adjacent on -street parking, or a minimum of no less than one space per bedroom, off-street, whichever is greater. As part of site plan review, the Planning Commission may impose a different (higher or lower) standard where the nature of the use supports such standard. o Multiple family housing limited to seniors may reduce parking supply to .5 spaces per dwelling unit, off-street. As part of site plan review, the Planning Commission may impose a different (higher or lower) standard where the nature of the type of senior living use supports such standard. • Ground Floor Residential Units o When allowed, subject to: o Common areas, lobbies, etc. (if any) should be oriented toward street. o Street levels should include additional window and doorway glass exposure toward streets. o Residential units on upper, non -ground floors of buildings in the Riverfront Character Area are permitted as a part of mixed- use buildings. ii. Commercial and Mixed -Use, generally • Uses adjacent to single-family residential zoned properties which include dining/drinking service spaces shall have 1 outdoor areas facing public open space use areas. • Building heights of up to 50 feet or four stories shall be permitted. • Buildings heights exceeding 50 feet or four stories may be allowed by Conditional Use Permit. • Residential units in mixed-use commercial buildings shall include balcony spaces. • Building setbacks shall be 15 feet from abutting single family homes, minimum 8 feet from public streets. Interior side setbacks may be zero. c. Landscaping Site improvements in the CCD shall include landscaping consistent with the requirements of the zoning ordinance, Section 4.1 — Landscaping and Screening. Pedestrian, plaza/patio, and bicycle spaces on the property shall integrate alternative pavement materials, designs, or features consistent with the surrounding streetscape. d. Parking Off-street parking areas shall be developed and constructed according to the requirements of the zoning ordinance, Section 4.8. Parking supply shall be as identified in this chapter, or where not specified herein, as in the ordinance Section 4.8 — Off -Street Parking. A commercial use which propose to vary from the requirements of this section by deferring its required off-street supply and contributing to the public parking fund shall be accompanied by a Parking Study, subject to review and approval by Community Development staff, which illustrates an adequate amount of available unused public parking within 400 feet of the establishment's primary entrance. "Adequate amount" shall be established by the City on a case-by-case basis in review of the applicant's individualized parking study, but shall include the following elements, as a minimum: (1) an examination of the public parking supply commonly available for use by the proposed business during its peak usage hours; (2) the likely demand placed on said supply by the proposed business based on contemporary resources for parking utilization; and (3) an estimate of competing demand on said supply. An existing business, as of the date of this ordinance, which has a parking supply which is substandard according to zoning ordinance Section 4.8- Off -Street Parking, shall be considered a legal non -conformity. The business may expand or change to another business that increases the parking supply deficiency only by participating in the parking fund, according to the requirements of this Section and Section 4.8 (E)(4)(c) for such deficiency. e. Other Performance Standards • All other performance standards as identified in Chapter 4 of the zoning ordinance shall apply, unless otherwise addressed in this section. • Maximum Residential Density = 25.0 dwelling units per gross acre. • Building Height • Minimum Height = 18 feet • Maximum Height = 60 feet o Buildings may exceed 50 feet in height by conditional use permit, with enhanced site improvements, architecture, and building materials. • Lot Coverage, Buildings o Minimum Building Lot Coverage = 20 percent o Maximum Building Lot Coverage = 90 percent • Floor Area Ratio = Maximum Floor Area Ratio — None • Accessory Structures o Trash handling equipment shall be located within buildings wherever practical. If located in a structure attached to, or detached from, the principal building, such structure shall screen the trash handling equipment from the view of all neighboring property and public rights- of-way, and shall be constructed of materials which comprise the principal building. Gates and/or doors shall be constructed of permanent opaque materials, matching the principal building in color, and shall be kept closed at all times other than when being used for access. Roofs for such structures are encouraged, but not required when the screening wall of the enclosure is at least eight (8) feet in height. o Any other accessory structures allowed in the CCD (see Table 5-4 — Accessory Uses by District) shall meet all requirements of the CCD district applicable to principal buildings. ti vD �_C�dNE1M r� �' �Iloi/F ur�Y " � leer �"� 4rrt rw+wr E%—AM Orr Section 2. Ordinance Section 2. Table 5-1A Table 5-1A is hereby deleted in its entirety, and is amended to read as follows: Uses: Residential Uses Single Family P* CUP *Upper floors only Multi 3 du or under P* CUP* P * Upper floors only Townhouse CUP CUP* CUP P *Townhouses on Broadway east of Pine only Multi 4-12du CUP CUP CUP CUP Multi 13+ du CUP CUP CUP CUP CUP Ground -Floor CUP* P P *Allowed on ground floor for townhouses on Broadway east of _ Pine Commercial Brew Pub <10,000 sq. ft.P P P P Brew Pub >10,000 sq. ft. CUP P CUP P Commercial Day Care CUP CUP P Commercial Lodging P CUP CUP P Entertainment/Recreation, CUP* CUP* CUP* CUP <10,000 sq. ft. Indoor Commercial (including only theaters) Entertainment/Recreation ELI Outdoor Commercial Funeral Services CUP Personal Services P P P CUP P CUP Places of Public Assembly CUP CUP CUP CUP Production P P P P Brewery/Taproom Micro Distillery/Cocktail P P P P Room Professional Office -Services CUP* P P P P Upper floors and Retail preferred Commercial Office CUP* - not P/CUP* on P/CUP* on P Upper floors allowed on ground floor ground preferred No ground floor floor Financial P P P P Drive thru by CUP Restaurants, Bars <10,000 sq. P P P P CUP ft. Restaurants, Bars >10,000 sq. CUP P CUP P CUP ft. Retail Sales <10,000 sq. ft. P P P P P Retail Sales >10,000 sq. ft. CUP CUP CUP P CUP Retail with Service CUP P P P P Specialty Eating P P P P CUP Establishments <10,000 sq. ft. Vehicle Fuel Sales IF- CUP Veterinary Facilities <10,000 CUP CUP CUP CUP No outdoor uses sq ft Industrial Uses Industrial PUD PUD Only PUD Only Civic & Institutional Uses Clinics/Medical Services CUP CUP P P Public Buildings or Uses (incl. P CUP P CUP CUP public parks) _ Schools Pre -K-12 CUP CUP CUP Section 3. Ordinance Section 3. Table 2-1, Summary of the Roles of Decision-making Bodies. Table 2-1 is hereby amended to add the Planning Commission for site plan review role. Section 4. Ordinance Section 4. Table 2-1, Summary of the Roles of Decision-making Bodies. Table 2-1 is hereby amended to add a Joint Concept Review Meeting, and designating Planning Commission and City Council in this role Section 5. Ordinance Section 5. Section 2.4, Specific Reviews and Procedures. Section 2.4 (F)(2) is hereby amended to add the following: (c) Site Plan Review shall be required for all new development projects in the CCD, Central Community District, which substantively change the area and/or bulk of any building or use. Such Site Plan Review shall be conducted by the Planning Commission, but shall not be formal Public Hearing. The Planning Commission may choose, at its sole option, to provide for and consider public comment. (d) In lieu of Subp. (c) of this Section, an applicant may choose to request a Concept Review joint meeting between the Planning Commission and City Council, in accordance with the process identified in Section 2.4 (0)(9)(a.). Section 6. Ordinance Section 5. Table 3-2, Overly Zoning Districts The "CCD -R", CCD Residential Overlay Zoning District is hereby deleted. Section 7. Ordinance Section 6. Section 3.7(T), CCD Residential Overlay District. The "CCD -R", CCD Residential Overlay Zoning District is hereby deleted in its entirety. Section 8. Ordinance Section 7. Section 5.2, Subd. (F)(9), Convenience Retail Subd. (17)(9)(1)(i) is hereby amended as follows: (i) Building architecture shall be designed to reflect retail street -level architecture as defined in the City's Comprehensive Plan, and detailed in the deeumen " rac�.-xg DewateiN% Mentieelle." Commehensive Plan Amendment entitled "Downtown Monticello Small Area Plan". Section 9. Ordinance Section 8. Section 5.2, Subd. (F)(18) Medical/Clinical Services Subd. (F)(18) is hereby amended as follows: (18) Medical / Clinical Services. In the CCDM I s4 a;s*r��*, the following conditions shall apply: (a) Building architecture shall be designed to reflect retail street -level architecture as defined in the City's Comprehensive Plan, and detailed in theme " ." Comprehensive Plan Amendment entitled "Downtown Monticello Small Area Plan". Section 10. Ordinance Section 9. Section 5.2, Subd. (F)(19) Offices (Commercial) Subd. (17)(19) is hereby amended as follows: (19) Offices (Commercial). In the CCDj 1 czal: distfiet, the following conditions shall apply: (a) Building architecture shall be designed to reflect retail street -level architecture as defined in the City's Comprehensive Plan, and detailed in theme "Embmoifig Dowt4own Mefftieelle." Comprehensive Plan Amendment entitled "Downtown Monticello Small Area Plan". Section 11. Ordinance Section 10. Section 5.2, Subd. (F)(20) Offices (Professional) including Financial Institutions. Subd. (17)(20) is hereby amended as follows: (20)_Offices (Professional) including Financial Institutions . In the CCD, the following conditions shall apply: (a) Building architecture shall be designed to reflect retail street -level architecture as defined in the City's Comprehensive Plan, and detailed in theme �a�aewntewn r=ego. Comprehensive Plan Amendment entitled "Downtown Monticello Small Area Plan". Section 12. Ordinance Section 11. Section5.2, Subd. (F)(22). Places of Public Assembly. Subd. (F)(22) is hereby amended as follows: (22) Places of Public Assembly In the CCD, F 1 vab distfie , the following conditions shall apply: (a) Building architecture shall be designed to reflect retail street -level architecture as defined in the City's Comprehensive Plan, and detailed in theme "E1. K oing Dow own Mofitieello." Com_nrehensive Plan Amendment entitled "Downtown Monticello Small Area Plan". Section 13. Ordinance Section 12. Section 5.2, Subd. (F)(28). Specialty Eating Establishments. Subd. (F)(28)(d)(i) is hereby amended as follows: (i) Building architecture shall be designed to reflect retail street -level architecture as defined in the City's Comprehensive Plan, and detailed in the deeiament "Embracing Du�rn+�-Tm Comprehensive Plan Amendment entitled "Downtown Monticello Small Area Plan". Section 14. Ordinance Section 13. Section 5.2, Subd. (F)(31). Veterinary Services. Subd. (F)(31)(h)(i) is hereby amended as follows: (i) Building architecture shall be designed to reflect retail street -level architecture as defined in the City's Comprehensive Plan, and detailed in the deetinent "Embr-aeiag Downtownntieell CoWDrehensive Plan Amendment entitled "Downtown Monticello Small Area Plan". Section 15. Official Zoning Map. The Official Zoning Map of the City of Monticello is hereby amended to include the CCD Sub -District Zoning Map as attached in Exhibit A. Section 16. The City Clerk is hereby directed to make the changes required by this Ordinance as part of the Official Monticello City Code, Title 10, Zoning Ordinance, and to renumber the tables and chapters accordingly as necessary to provide the intended effect of this Ordinance. The City Clerk is further directed to make necessary corrections to any internal citations that result from said renumbering process, provided that such changes retain the purpose and intent of the Zoning Ordinance as has been adopted. Section 17. This Ordinance shall take effect and be in full force from and after its passage and publication. The ordinance in its entirety shall be posted on the City website after publication. Copies of the complete Ordinance are available online and at Monticello City Hall for examination upon request. CITY OF MONTICELLO Brian Stumpf, Mayor ATTEST: Jeff O'Neill, Administrator AYES: NAYS: Pending Monticello CCD Ordinance December 4, 2018 Comments on details of the proposed ordinance 1. Section 1 : Reference should be considered to give the alternative of a PUD in lieu of the design criteria enumerated in the CCD vision a. Incorporated 2. Section 2 § c : What does tis mean? It appears vague. Should you consider deleting this item. a. Revised. 3. Section 2 § g : What is the definition of "Zoned properties vs properties non -conforming in the CCD. Please explain the distinction. a. Revised. 4. Section 3 § a -i - Bullet #3 : A 50% coverage of the front of a building may be to restrictive. Interior wall space is at a premium for a retailer. Example is the Current Walgreens that has covered the windows to allow interior merchandise display. There are arguments on both sides of this issue. a. No change. 5. Section 3 § a -i Bullet #6 : Uses listed should include "Hospitality" which would include the strike thru in the draft. a. Revised. 6. Section 3 § a -i Bullet #8 : Expand on this in regards to sidewalks along Pine ( Hwy 25) as snow removal and the speed of traffic makes current use intimidating to pedestrians. Note Pine sidewalk on Block 35. a. No change. 7. Section 3 § a -i Bullet #7 : Define or explain what this means. It seems unclear. a. No change — staff was unclear what this comment references. 8. Section 3 § a -ii Bullet #2 : Why was the building height reduced from 5 to 4 stories? a. The reduction in height was made for consistency with ordinance and plan. No change from December. 9. Section 3 § a -iii Bullet #3 :Again, Why has the height limit been reduced from 5 to 4? a. The reduction in height was made for consistency with ordinance and plan. No change from December. 10. Section 3 § a -iii Bullet #4 Buildings with non -corner locations would have difficult access due to the conditions on Pine street making the rear entrance primary. The question is how to treat fronting locations on Hwy 25. a. No change. Providing connections between pathways is a Park & Pathway policy priority for the City. 11. Section 3 § b -i Bullet #3 Sub point #9 The reading of this seems to allow a parking density of 1.7 spaces per Dwelling unit (DU). Clarify the need for 2 spaces per DW minimum or 1 space per Bedroom. a. Subject to Commission direction on desired count, some revision made for clarity of language. 12. Section 3 § b -i Bullet #4 Sub point #9 Parking for dwelling units should NOT include on -street parking. Consider deleting this allowance as it is not permitted for other residential structures a. Subject to Commission direction; some revision made to section for clarity of language. Note: deviations from these parking requirements may be considered with a parking study as described 13. Section 3 § b -i Bullet #3 Sub point #10 Parking for senior housing at 0.5 per DU may not be appropriate given the surrounding environment. Consider redefining this ratio. a. Subject to Commission direction; some revision made to section for clarity of language. 14. Section 3 § b -i Bullet #4 Sub point #4 Eliminating ground floor residential may not be appropriate particularly on the west end of block 52. The question then arises as to which level is the ground floor? River street or Parking lot level. This item may unnecessarily limit the efficient design of this sub -area. a. No change, can be addressed through PUD. 15. Section 3 § c Consider hyperlinking Sec 4.1 to this section of the ordinance. a. Hyperlinks will be made throughout the document. 16. Section 3 § c : Second paragraph. Is this necessary? It seems limiting. 17. Section 3 § d : Consider hyperlinking Sec 4.8 to this section of the ordinance. a. Hyperlinks will be made throughout the document. 18. Section 3 § e : Consider hyperlinking Sec 5.4 to this section of the ordinance. a. Hyperlinks will be made throughout the document. 19. Table 5-1A : Describe the difference between Professional Office uses and Commercial Office use as it pertains to restrictions on the ground floor of a building. a. These are defined in the Definitions section of the ordinance. No change from December. Thank you for your consideration of these issues. Steve Johnson 612-987-6688 Site Aerial November 1, 201 City Boundary 1 inch = 752 feet �A CITY of N Monticello A City of Monticello I Wright County Map Powered by Datat-ink from WSB &Associates Background and Purpose The purpose of this Plan is to attract and direct investments on the core blocks of Downtown Monticello, MN over the next 10 years. The Plan advocates for solidifying Downtown as the heart of the community with a series of coordinated public and private investments. Together, these investments will create a human -scaled environment that encourages gathering, socializing, visiting and enjoying on a daily basis - throughout the year. The improvements outlined in this Plan aim to build on the unique qualities of Monticello to make the Downtown yet more attractive to those who have chosen to live and do business in the community. Specifically, the Plan seeks to promote Broadway Street as a storefront district with restaurants and specialty retail, celebrate the River for its recreational, connective and economic qualities, reinvigorate a downtown housing market with multiple, appropriately scaled, infill projects, and improve the experience of Pine Street for all users. The plan is ambitious, but achievable. Over time and upon completion, the plan would usher in up to 500 new units of downtown housing, new restaurants overlooking the river, and unique retail and services on Broadway. Momentum can be established in the next few years. Primary projects to be completed within five years include: redevelopment of Block 52, Walnut Street connection to River Street and infill housing on Walnut Street. Implementation of this Plan will create two legacies. The first will be a revitalized Downtown with an economy and attractions that benefit all residents of Monticello. Equally important, however to the physical improvements described above will be the legacy of new partnerships and civic cooperation that are essential to and will result from coordinated actions. The ideas set forth in this Plan come from the vested interest of the Monticello community through a broad public outreach effort. The realization of these ideas rely on a coordinated, cooperative, and active public sector working in tandem with an entrepreneurial private sector The result will be a lively Downtown for all in Monticello, a place that embodies both its history and future aspirations. Goals M 000 000 000 � 000°000 F n F m nfl 71111 000 �00� II III n� Improve Pine Street for All Users Shift the Center of Town to Walnut and Encourage Small and Medium Scaled Become a River Town Broadway Investments NOTE:Yhis illustration depicts new deveopment on both private and public properties. The plan does not compel private property owners to change anything regarding how they use their land. Rather, the Plan is a guide for change if the property owner chooses to do ,so. Please seepage for an illustration of the Master Plan as it applies to publicly held properties only. The City will endeavor to work with' existing business who wish to remain, revitalize and expand in the downtown_ City of Monticello Downtown Small Area Plan I Executive Summary 0 Downtown is For Everyone Downtown Monticello is and shall remain the heart of the community. It is the birthplace of the City and the focus of civic activity. This Plan builds off those foundational qualities with a clear vision for the future of the core blocks of Downtown. The vision includes a commitment to retaining Broadway as Monticello's Main Street, supporting existing businesses, improving connections to and relationship with the River, and creating new downtown housing opportunities along Walnut and Cedar Avenues for existing and new Monticello residents. The Plan envisions a Downtown that is lively throughout the day and into the evening, 12 months of the year. A downtown that serves many purposes for many people - including dining, recreation, celebrating, gathering, shopping and living. Illustrative Master Plan The Plan above describes a potential long term build out of the core blocks of Downtown Monticello. Character Areas Similar to the Embracing Downtown Plan, the Plan divides the study area into four different character Areas. The purpose of this is to create sub -areas in downtown, each with its own identity and purpose and direction. The character areas are developed based on their context and their future role in the downtown. Typically each character area is a mix of uses, but also has a dominant use. 0 Character Area: Riverfront A redesigned Park with an amphitheater and better relationship to Downtown will help connect the River to Downtown Character Area: Walnut Street and Cedar Street Walnut and Cedar Streets will fill in with new housing (2-4 stories) that adds to the market strength of downtown and provides additional housing choices for new and existing residents of Monticello. Their intersections with Broadway will be improved to make it easier to walk to the Riverfront Character Area: Broadway Monticello's Main Street will transition over time from a street with primarily services, to one with unique retail and restaurants. t Character Area: Pine Street (TH 25) The community will reclaim Pine Street by maintaining it's width and adding pedestrian amenities and local serving commercial uses. City of Monticello Downtown Small Area Plan I Executive Summary 0 Character Areas: Purpose The Plan divides the study area into four different Character Areas. The purpose of this is to create sub- areas in downtown, each with its own identity and purpose and direction. The character areas are developed based on their context and their future role in the downtown. Typically each character area is a mix of uses, but also has a dominant use. eWalnut Street How does the Plan Balance Flexibility with Predictability The Plan describes a Vision for Downtown as a lively place with pedestrian scaled spaces and building. The Plan favors human scaled spaces over vehicular scaled spaces; multiple small investments over single large investments and coordinated actions over individual directions. The Plan is based on time -tested approaches to town building and urban design as well as the strong sentiments received in the public process. This vision is described in words and illustrations throughout the document. Generally, the Character Area Section uses illustrative drawings to describe the feel and image of a place while the Frameworks section generally uses conceptual diagrams that convey broad ideas and concepts. Together, the Plan gives directions for how to arrange buildings, infrastructure and open space so the resulting ensemble is consistent with the Vision. The use of both illustrative, precise, and diagrammatic illustrations is intentional in an effort to create predictability and offer flexibility. This is a long range plan that relies on a multitude of investors working in a coordinated manner. Therefore the correct balance of predictability and flexibility is important because a balance of predictability and flexibility attracts investment while the lack of predictability and flexibility repels investment. Adoption of this Plan by City Council is intended to be a strong statement of predictability because it sets in motion several public actions designed to implement the Vision of the Plan. So, while the Plan (in locations) is exact and precise, it recognizes that the end result may or may not look exactly like the illustrations because individual investors and developers will interpret the Plan slightly different, each adding their own expertise and nuance to the Plan. This is encouraged because it will add richness and nuance to the end result. City of Monticello Downtown Small Area Plan I Character Areas M Riverfront Riverfront Character Area: The and recomendations guidelines on this page pertain to the area colored on this diagram Perspective from Walnut street, looking across a redesigned West Bridge Park Despite being a town born on the River, the Downtown does not take great advantage of its unique location. Broadway is a block removed from the Riverfront and the main connection to the River, Walnut Street, ends in a staircase. The entry experience to Monticello from the north is mundane with vacant properties and a thick wall of trees that obscures potential views to public spaces and Downtown. The Riverfront Character Area will become a proud new public gathering space for Downtown Monticello that compliments Broadway and the full Monticello Park System. The Plan recommends redesigning the riverfront parks so they are more visible, accessible, active and flexible and promoting development that takes advantage of access to the river. A new park will be capable of handling larger crowds for events, and will be more accessible and usable on a daily basis with additional amenities and features designed for everyday use. The Plan promotes access to the riverfront by extending Walnut Street to connect to River Street. It will be designed as a multi- use street that can be closed for farmers markets, gatherings, and other events. The Plan recommends and leveraging public property of Block 52 to create a new signature development with market rate housing and a destination restaurant or entertainment use overlooking the park and the river. Public parking is maintained on Block 52 and added to River Street. existin Bridge Park River St Block 52 It It I � x •s■ x �„r„ Site Sections Through Block 52 and West Bridge Park Broadway )( 1 0 Redesign Riverfront parks to ©Encourage new housing include more active events and surrounding the riverfront programming in West Bridge Park parks on vacant and (amphitheater, water feature, underutilized parcels concessions) and passive uses in Maintain and improve the east bridge park. 0 intersection at River Street 0 Add parking and sidewalks to and Pine Street. River Street 0 Improve the underpass of OStreet Reconnect Walnut Street to River design Pine Street at the River. with a that allows Walnut Street be for © Consider a seasonal bridge to used to the island to provide events and park expansion. additional recreational OWork with the private sector to activity to east and west create a signature development Bridge park on Block 52, with market rate housing and a restaurant that overlooks the Park Precedent Images City of Monticello Downtown Small Area Plan I Character Areas Broadway Broadway Character Area: The and recomendations guidelines on this page pertain to the area colored on this diagram Perspective on Broadway, looking west with a pocket park across the street Broadway - west of Pine Street - has remained physically intact as Downtown's primary storefront district. Broadway is relatively well-maintained and home to several services and community anchors such as the Cornerstone Cafe. However, with growth of retail along the highway and elsewhere in town, Broadway is no longer a competitive location for general retail. The Plan recommends re -positioning the center of Downtown from the Pine/Broadway intersection to the Broadway/Walnut intersection. This will be partially accomplished with intersection improvements that make it easier to cross Broadway at Walnut Street. This should include curb extensions, fewer through lanes, clearer crosswalks, blinkers and eventually as warranted, a four-way stop sign. These improvements will increase the flow of pedestrian and bike traffic to the river and in between stores on both sides of Broadway. Small pocket parks can be developed on vacant lots mid -block on Broadway. These spaces can serve as convenient pedestrian connections between parking areas mid bloc and the sidewalks on Broadway. In addition, they can be small plazas with seating for resting, gathering, and even restaurants if the buildings next to them can be opened up to the pocket parks. Existing Proposed Pedestrian 75 Feet 63 Feet Crossing width Across Broadway East -bound Left Turn Lane Stacking Capacity 8 Cars 21 Cars L Modify striping and median on Broadway 0 create a safer pedestrian environment. Small pocket parks on vacant properties that 0 offer respite from Broadway and pedestrian connections to parking in the middle of the block Curb extensions at Walnut and Broadway to 0 provide space for landscaping, seating, and gathering ONew development that replicates the storefront scale currently present on Broadway. New buildings should have flexible interiors so a main street scale can be accomplished in larger buildings. © Facade improvement programs that improve signage, awnings, and general appearance of existing storefronts Existing Conditions �"�"�"� on Broadway ------- ------------------------� _. _. _. _. _. _. w 4-- _. --- r --- Ir In — — -- - - - - - -----------— II -------------- ~------- u ac New development along Broadway is encouraged if it replicates the scale of existing Proposed Lane buildings and shopfronts. Buildings up to four stories, with storefronts located on the Configurations on sidewalk and doors every 45' feet will fit in comfortably with existing buildings. Allowances Broadway for 10 foot setbacks from the sidewalk to create additional pedestrian amenities (such as seating) are appropriate. The Plan does not recommend additional widening of Broadway. Instead, the Plan recommends working with partners to find other measures to mitigate congestion. City of Monticello Downtown Small Area Plan I Character Areas 16 Broadway Design Guidelines Precedent Images Suggested Redevelopment Guidelines Facade and Frontage • All buildings should have a storefront or arcaded frontage along Broadway • Minimum 50% (windows/doors) transparency on ground floor • Signage integrated with building • Varied cornice lines that resemble the scale of traditional main street buildings. • Traditional commercial materials such as brick, stone, or split face rock are encouraged. Public Realm • 10-15' sidewalks with street trees and curb extensions that reduce the crossing distance along Broadway. • On -street parking for convenience and to buffer sidewalk from traffic • Encroachments for seating, signage and display allowed • Mid -block pocket parks that provide a respite from Broadway and a connection to parking areas located mid block. • Parking located on -street and in shared lots mid -block • Attached corner plazas on Pine Street to create enhanced entrances and a gateway to the Broadway District �ass��9 Massing and Orientation • Buildings should generally be between two and four stories with varied rooflines. • All buildings should face onto Broadway. Corner buildings (on Pine Street, Walnut or Locust) may have two entrances, one on Broadway and one on the side street. • Buildings along pocket parks or corners may have a second entrance / orientation to side street or pocket park • Buildings should have varied widths with a maximum storefront of 60'. • Longer buildings should be articulated in approximately 30'-60' increments with setbacks, material change or fenestration Patterning. Building Use and Location • Small scale retail, dining, and entertainment uses are permitted on the ground floor. • Office, commercial, and housing are permitted on upper floors. • Buildings are located towards the front of the lot, directly on the back of the sidewalk with maximum 10' setbacks to create an enhanced entry or wider sidewalk. City of Monticello Downtown Small Area Plan I Character Areas M Walnut Street and Cedar Street Walnut and Cedar Streets Character Area: The recommendations and guidelines on this page pertain to the area colored on this diagram Walnut Street and Cedar Street are important corridors to the River as well as transitions between the commercial areas of downtown and the in -town neighborhoods. In order to perform in this capacity, the Plan encourages new housing to infill vacant lots and eventually for single family housing to transition to medium density housing. Live/work units or small service/production (such as insurance agent or jewelry maker) are permitted. In addition, the Plan recommends improvements to the street that will accommodate pedestrian and bike access to the River. This includes parallel parking, aligned sidewalks and crosswalks, and curb extensions at Broadway. 69.1 a r, Create a pedestrian promenade to the O Encourage new housing to face Walnut and Cedar Street, with 0 Riverfront with wide continuous sidewalks and multiple doors facing the street. well marked crosswalksO Locate all parking towards the middle of the block, accessed Infill vacant lots and redevelop underutilized via a rear lane shared with other properties on the block. 0 parcels with housing in small apartments or townhouses. Small service or production Encourage small and medium scaled residential buildings uses are permitted within these and existing a wal5 stories, 1/4 to 1/2 block) that prioritize pedestrian scale and walkability. buildings. Perspective along Walnut Street, looking north towards the River. ; I I r Y4P P� �< X X I 8' 12' 8' I< ., _ ID L Y CD m PI X X 24' 8' 12' 8' 80' ROW River Street Broadway 3rd Street as 0� 0,� g 4th Street s� v„ a 5th Street tracks a � C ' 0 7th Street v Walnut Street Promenade to the River Y Proposed Parallel Parking Section of Walnut and Cedar Street On -street parking is important throughout Downtown. Parallel parking will not require an easement and is desireable in front of residential buildings. Diagonal parking requires an easement and yields 50% more parking spaces. City of Monticello Downtown Small Area Plan I Character Areas M Walnut Street and Cedar Street Guidelines Precedent Images Facade and Frontage • Porches and/ or dooryards are encouraged for all ground floor residential units. • Dormers and bay windows are encouraged to create a pedestrian scaled facade • Upper story balconies are encouraged. • Courtyards are permitted along 1/2 of a front property line. Public Realm • 6'-10' sidewalk, aligned across intersections and along the front of blocks. • On street parking for visitors to Downtown • Clearly marked crosswalks to accommodate pedestrian and bike access between the Community Center and the Riverfront Massing and Orientation • Buildings should be between 2 and 4 stories. • Buildings should be primarily oriented to Walnut and Cedar Street to create a comfortable pedestrian environment. • Dormers and roof articulations should be used to reduce the scale of buildings if buildings are longer than 100' in length. Building Use and Location • Primarily residential uses between the Civic Center and Walnut Street. Small scale service and commercial businesses permitted on corner of 4th and Cedar and 4th and Walnut. Buildings oriented toward front (street) and front corners City of Monticello Downtown Small Area Plan I Character Areas M Pine Street Pine Street Character Area: The and recomendations guidelines on this page pertain to the area colored on this diagram Pine Street (Minnesota State Hwy 25) is an important and heavily traveled roadway in Monticello and Sherburne County. It is one of only two river crossings between Minneapolis and Saint Cloud and it connects to I-94 in Monticello. It also has an important local role because it is Downtown's connection to the rest of Monticello that lies south of I-94. The original plat of Monticello did not foresee the growth of Pine Street and as a result, the steady growth of traffic along it has had a strong impact on the community. While it connects Monticello to the region, it also divides the community between east and west. This Plan recognizes Pine Street as a regional roadway, but seeks to manage its impacts as it crosses through Downtown. The Plan does not recommend any additional widening and supports additional river crossings that would better serve both Downtown and the region. New development along Pine Street should be regional serving, but locally scaled. Buildings should be located on the corners with pedestrian refuges along Pine Street that improve the appearance and the experience of all along Pine Street. The Plan discourages additional property access to Pine Street and encourages side street access with through block (north/south) easements. QWork with MnDOT to maintain a 5 lane section(2 through lanes both directions with a center turning lane), do not increase speeds QWork with MNDot to improve pedestrian crossings wherever possible, preferably with traffic signals at 4th Street. OEncourage redevelopment on the corners of blocks, with entrances facing the street, and shared parking in the middle of the block. 0 Reduce the impact of parking to pedestrians by minimizing the width to 180'and buffering parking from the sidewalk with a low fence and streetscaping. Reduce direct property access to Pine Street © and encourage property access from side streets with through block easements. 1- - 4 r �� ft 17 TI 15' 70' 100' ROW Proposed Section of Pine Street Perspective along Pine Street, looking north towards the River. City of Monticello Downtown Small Area Plan I Character Areas 9 Pine Street Guidelines Precedent Images Facade and Frontage • Primary entrance to building should be clearly visible from Pine Street accomplished with careful design. • One story base level articulation is encouraged to create a pedestrian scale frontage. • Storefronts on the ground floor are encouraged to face Pine Street. If storefronts face mid block parking, there must be pedestrian access to the storefronts. • Corner treatments such as entrances, cornice feature, or towers are encouraged at the corners of the bocks. Public Realm • 10'-15' sidewalk; trees clustered in planters with ground cover or low shrubs. • Sidewalks buffered from parking lots with low wall or hedge. • Gateway treatments at River Street and 7th Street. - 1iofj tib/`tel Massing and Orientation • Buildings should be between 2 and 5 stories. • Buildings should be oriented to Pine Street. Secondary entrances can be located on side streets or facing parking lots. If located on the Broadway/Pine Street corner, buildings should have dual orientations - one towards Pine Street and one towards Broadway. Building Use and Location Larger retail/ commercial, office or hospitality uses that desire visibility, parking and regional access are encouraged. This does not apply to Block 52 which is located in the Riverfront character Area. • Buildings located towards front corners of Pine Street blocks. • Parking lots in mid block should not be wider than 180', but should be clearly visible from Pine Street and easilly accessible from side streets. City of Monticello Downtown Small Area Plan I Character Areas Blocks 52 and 34 Frameworks: Purpose Land Use, Open Space and Transportation are the three frameworks that organize and define the physical environment. As with systems in the human body, each must function independently - and together with - the others. If one fails, others are impacted. This is why it is important to understand frameworks as individual systems that must function as part of a single Downtown. The Plan is also divided into frameworks in order to allow different agencies, departments, and investors to act in concert with each other. This will help ensure public and private investments are coordinated, less risky, and more publicly acceptable. O — Required Retail Frontage — Small Retail Opportunities Commercial Mixed -Use Multi -Family Housing Public Employment Pa rk/Open S pace/Cemetery Core Study Area sh- - •. 4*♦ 1 .♦ ♦• 1 Frameworks: Land Use and Development Development patterns that support social interaction, local character, and a compact connected and walkable environment. General Approach The Land Use Plan promotes a development pattern that recognizes the essential role that Downtowns plays in the communities they serve. Successful Downtowns tend to be places that serve many functions for the full cross section of the community throughout the year and across generations. They are places to gather, eat, live, shop, celebrate, protest, recreate, meet, be entertained, and to visit. They are places that promote social interactions and the unique creative expression of the community. At their best, Downtowns are places that exude pride because they represent the best the community has to offer. In order to promote these ideals, this Plan favors policies and development patterns that improve downtown for those who currently use it and patterns that support the places that people value. Therefore, development patterns and land uses in this Plan seek to support the Main Street character of Broadway, the importance of Walnut Street as a promenade to the River, regional and local needs of Pine Street, and the riverfront as the birthplace of the City. This Plan also recognizes the traditional (and still relevant) role of Downtown Monticello as well as the changing nature of small Downtowns throughout the country. In doing so, the Plan is committed to retaining the small scale shopfront District on Broadway by encouraging uses that value "experience" over "convenience". At the same time, the Plan encourages Pine Street (the regional face of downtown) to develop as a corridor that emphasizes convenience and accessibility. Together, both Broadway and Pine Street can complement each other to create a downtown that attracts a wide range of investments. Physically, the Plan favors compact walkable small town design with a fine grained mix of uses. The Plan arranges development types and land uses so valued places are supported, and new investments can add to the overall vitality of downtown. Recommendations • Create a Center to Downtown that is active throughout the day and into the evening - year round. The Walnut / Broadway Intersection should become the heart of this area. • Improve connections to the River by locating uses that benefit from open spaces and activities associated with the River. • Improve the entry experience from the north. • Maintain a shopfront District along Broadway, west of Pine Street comprised of traditional main street (mercantile) buildings that have retail/restaurant space on the ground floor and wither housing or offices above. • Create a development pattern on Pine Street that benefits from high visibility and regional access. • Infill Walnut Street and Cedar Street with mid scale housing (2-4 stories) that creates an effective transition between the in -town neighborhoods and the Downtown. City of Monticello Downtown Small Area Plan I Character Areas N Section 3.5 (G) CCD Central Community District The purpose of the "CCD", Central Community District, is to provide for a wide variety of land uses, transportation options, and public activities in the downtown Monticello area, and particularly to implement the goals, objectives, and specific directives of the Comprehensive Plan, and in particular, the Embracing Downtown Monticello report and its Design Guidelines. All proposed development or redevelopment in the CCD shall be subject to the requirements of the Design Guidelines and other standards identified in the Embracing Downtown Monticello report. It is not the intent of this chapter to abrogate any general Zoning Ordinance requirements in the CCD, and all such requirements of the Monticello Zoning Ordinance apply fully within the CCD unless addressed separately by a more detailed CCD zoning regulation. Sub -Districts. The CCD is hereby divided into sub - districts, including three Flex Areas (F-1, F-2 and F-3), and eight Landmark Areas (L-1 through L-8). The City Council shall, in accordance with the process providing for zoning map amendments in the Monticello Zoning Ordinance, adopt a zoning map for the CCD area identifying the sub- district boundaries. Base Lot Area • No minimum Base Lot Width • No minimum CHAPTER 3: ZONING DISTRICTS Section 3.5 Business Base Zoning Districts Subsection (G) Central Community District icai uu uuuamQ i Typical CCD Lot Configuration City of Monticello Zoning Ordinance Page 121 CHAPTER 3: ZONING DISTRICTS Section 3.S Business Base Zoning Districts Subsection (G) Central Community District Minimum Building Setback Maximum Street Setback Setback from Private Property w/in CCD Setback from Private Property Zoned other than CCD Signage Buffering parking boundary TH 25: 10 feet Broadway: 10 feet 20 feet Other streets: None 80 feet from None Hwy 25 15 feet None only Community Public Open Center/Liquor Space L-4, L-6 L-5, L-7 None None None None Freeway Commercial L-8 Buildings should maximize exposure to local streets, preserve pedestrian connections 20 feet None None None 5 feet 20 feet None None 5 feet 15 feet West 25 East 25 and Transition Cargill Development and Walnut Cedar Freestanding required at Standards F-1, L-1 F-2, L-2 F-3 L-3 signs shall Buildings Buildings Buildings Freestanding the edge of should gain should face should face Provide signs shall be of signs shall be TH 25 as major access and Building exposure from TH 25,or primary roadways, exposure to Orientation from exposure, minimize streets; design, no freeway provide exposure to accommodate more than 16 major roadways access to district pedestrians Minimum Building Setback Maximum Street Setback Setback from Private Property w/in CCD Setback from Private Property Zoned other than CCD Signage Buffering parking boundary TH 25: 10 feet Broadway: 10 feet 20 feet Other streets: None 80 feet from None Hwy 25 15 feet None only Community Public Open Center/Liquor Space L-4, L-6 L-5, L-7 None None None None Freeway Commercial L-8 Buildings should maximize exposure to local streets, preserve pedestrian connections 20 feet None None None 5 feet 20 feet None None 5 feet 15 feet 15 feet 25 feet 40 feet 15 feet 15 feet 25 feet Freestanding Freestanding required at required at Buffering required at required at signs shall signs shall the edge of Freestanding Freestanding Freestanding the edge of be of be of Freestanding signs shall be signs shall be of signs shall be Follow monument monument signs shall of monument monument of monument existing design, no design, no be of design, no design, no design, no freeway more than more than monument more than 16 more than 22 more than 16 bonus 22 feet in 22 feet in design, no feet in height, feet in height, feet in height, district height, and height, and more than 6 and no less and no less and no less allowance no less than no less than feet in than 5 feet in than 5 feet in than 5 feet in (32 feet 5 feet in 5 feet in height width at base width at base width at base height) width at width at base base Exem t Exem t p from p from BufferingBuffering Buffering Buffering buffering buffering required at required at Buffering required at required at generally. generally. the edge of the edge of required at the the edge of the edge of Where Where the CCD the CCD per edge of the the CCD per the CCD directly directly per requirement requirement CCD per requirement of requirement per requirement abutting abutting of Zoning of Zoning Zoning of Zoning of Zoning single family single family Ordinance Ordinance Ordinance a Ordinance Ordinance residential, residential, Section Section . Section 4I Section Section per Section per Section 4. I (G) 4.1(G) 4.1(G) 4. I (G) 4.1(G) 4.1(G) Page 122 City of Monticello Zoning Ordinance CHAPTER 3: ZONING DISTRICTS Section 3.5 Business Base Zoning Districts Subsection (G) Central Community District Maximum Residential Density = 2,420 square feet per unit (18.0 dwelling units per gross acre). Base Density = 3.000 square feet of lot area per unit (14.5 units per gross acre). The number of dwelling units may be increased up to the allowed maximum for projects which provide at least half of the required parking underground or in above -grad structures such as ramps or decks (including covered at -grade parking areas). Building Height • Minimum Height = 18 feet • Maximum Height = 60 feet Buildings may exceed 60 feet in height by conditional use permit, with enhanced site improvements, architecture, and building materials. Lot Coverage, Buildings • Minimum Building Lot Coverage = 20 percent • Maximum Building Lot Coverage = 90 percent Floor Area Ratio = Maximum Floor Area Ratio — None Accessory Structures • Trash handling equipment shall be located within buildings wherever practical. If located in a structure attached to, or detached from, the principal building, such structure shall screen the trash handling equipment from the view of all neighboring property and public rights-of-way, and shall be constructed of materials which comprise the principal building. Gates and/or doors shall be constructed of permanent opaque materials, matching the principal building in color, and shall be kept closed at all times other than when being used for access. Roofs for such structures are encouraged, but not required when the screening wall of the enclosure is at least eight (8) feet in height. • Any other accessory structures allowed in the CCD (see Table 5-4) shall meet all requirements of the CCD district applicable to principal buildings. Framework Plan Zones • Refer to Figure 3-3 — Design Guidelines Use Area City of Monticello Zoning Ordinance Page 123 CHAPTER 3: ZONING DISTRICTS Section 3.S Business Base Zoning Districts Subsection (G) Central Community District Figure 3-3: Design Guidelines Use Area 1 F 3 PARK fYAi - f F-3 L -i 171 L-5 L 5 1 I { F-73 F-2 1 r'3 F-3 F-1 ` ' F z -------- ' = F-3 I . 'F ........... r p 3 L ; F ' _ F2 = -3 N L-4 F? 5 i 6 F-3 a 11 1 I -,. PUBLIC "moi Page 124 L-8 Landmark Areas: Corridors: L-1 Public Parking Ramp 1 Broadway Street L-2 River Oriented Shopping 2 Walnut Street L-3 Cargill Site 3 Highway 25 / Pine Street Lit Community Center Site L-5 Riverfront Park L-6 Future Public Open Space L-7 Permanent Public Open Space L-8 Freeway Retail (0-4 Zoning Standards) F1exAreas: DESIGN GUIDELINE ZONES F-1 Shopping Area West of Hwy 25 F-2 Convenience and Services HTTO ZONING DISTRICTS F3 Transition City of Monticello Zoning Ordinance CHAPTER 4: FINISHING STANDARDS Section 4.8 Off-street -street Parking Subsection (E) Standards Applicable to All Uses Industrial Uses (continued) Machinery/Truck Repair See Parking Schedule #I [Section 4.8(H)(2)] Recycling and Salvage Center See Parking Schedule #I [Section 4.8(H)(2)] I.0 space per 100 lockers/units on the inside of the fenced area and at least Self -Storage Facilities five (5) spaces outside the fenced area ■ If a caretaker's quarters is provided on-site, at least one (I) covered parking space for exclusive use by the caretaker shall be provided (iii) Unusable space (e.g. entries, halls, service areas, bathrooms, etc) within uses may be excluded from floor area calculations when applicable. (iv) Required parking spaces may be reduced through alternative development types (e.g. Planned Unit Development, utilization of Performance Based Enhancement Overlay District provisions, etc) as permitted in this ordinance. (c) CCD District Exceptions Property owners in the CCD District shall comply with the parking supply requirements as listed in Table 4-7 of this ordinance. However, property owners may be granted flexibility from a portion of their required parking supply under the following conditions: (i) Where the City finds that there will be adequate opportunity to provide public parking in the vicinity of the subject property, and at the City's option, the owner shall pay into a "CCD" Parking Fund an amount as established by City Council Resolution. Said fund shall be used for the acquisition, construction, and/or maintenance of publicly -owned parking in the "CCD" district. (ii) The City may, in addition to, or as an alternative to, the option listed in Section 4.8(E)(4)(c)(i) above, and at the discretion of the City, offer the property owner the opportunity to choose to supply parking at a rate which is sixty (60) percent of the requirement listed in Section 4.8 provided that the owner grants an easement to the public for automobile parking use over the subject area. The owner shall retain responsibility for maintenance of said parking area. (iii) Location: Parking shall not be located on a parcel between the front building line of the principal building and the public street, except where expressly provided for by the City Council after recommendation from the Planning Commission. City of Monticello Zoning Ordinance Page 271 CHAPTERS: USE STANDARDS Section 5. I Use Table Subsection (A) Explanation of Use Table Structure �,peciaity rating C P P P 1 5.2(F)(28) Establishments wr Vehicle Fuel Sales C C C 5.2(F)(29) Vehicle Sales and Rental C 5.2(F)(30) Veterinary Facilities C 5.20(3 I ) (Rural) Veterinary Facilities C C C 5.2(F)(31) (Neighborhood) Wholesale Sales P P P None Industrial Uses Auto Repair — Major C P P 5.2(G)(1) Bulk Fuel Sales and Storage P P 5.2(G)(2) Contractor's Yard, Temporary I I 5.2(G)(3) Extraction of Materials I I I 5.2(G)(4) General Warehousing C C P P 5.2(G)(5) Heavy Manufacturing J C 5.2(G)(6) Industrial Services C P None Land Reclamation C C C C C C 5.2(G)(7) P P P 5.2(G)(8) C C C C C C C C C Light Manufacturing Machinery/Truck Repair & Sales P P 5.2(G)(9) Recycling and Salvage Center C C 5.20(10) Self -Storage Facilities C P 0 5.20(1 I) Truck or Freight Terminal i C C 5.2(�(12) il Waste Disposal & Incineration C 5.2�(I 3) Wrecker Services C P 5.2(6)(14) City of Monticello Zoning Ordinance Page 327 CHAPTERS: USE STANDARDS Section S. I Use Table Subsection (A) Explanation of Use Table Structure Commercial Lodging P P AW C none 5.2(F)(7) Commercial Recreation: Indoor P P C C none 5.2(F)( I2) Commercial Recreation: C* L-8 only C C none 5.2 F 13 Outdoor none 5.2 F 31 Convenience Retail C P* C C *F-2 Drive Through by CUP 5.2(F)(9) Funeral Services Residential — Street Level C C C C none 5.2 F 15 Residential — Multiple Family C C L-2: NA Residential — Townhouse Medical / Clinical Services C P IF P L-2: NA first floor, 5 2(F)(18) C none CUP upper floors Personal Services P P P P L-3: CUP 5.2(F)(21) Places of Public Assembly C C C C none 5.2(F)(22) Production Brewery or Micro - Public Buildings or Uses C C C P Distillery with Taproom or C C C C none 5.2(F)(23) Cocktail Room Professional Office -Services L-2: NA first floor, 5.2(F)(14) Including Financial Institutions P P P C CUP upper floors 5.2(F)(20) Restaurants, Bars < 10,000 SF P P C C none 5.2(F)(26) Restaurants, Bars > 10,000 SF P C C none 5.2(F)(26) Retail Sales < 10,000 SF P P C C none 5.2(F)(27) Retail Sales > 10,000 SF P C IL. C none 5.22(F)(27) Retail with Service P CC L-2: NA first floor, CUP upper floors 5.2(F)(27) Specialty Eating Establishments < 10,000 SF P* P* C* P* *Drive Through by CUP 5.2(F)(28) Vehicle Fuel Sales C C C* L-8 only 5.2(F)(29) Veterinary Facilities C P C C none 5.2 F 31 Residential — Upper Floors P P P P L-2: NA Residential — Street Level C C L-2: NA Residential — Multiple Family C C L-2: NA Residential — Townhouse C none Residential — Single Family C none Industrial PUD L-3: PUD Only Public Buildings or Uses C C C P none Page 328 City of Monticello Zoning Ordinance City Council Agenda 1/28/2019 2J. Consideration to approve a Development Stage Planned Unit Development for Vehicle Sales & Rental for a Recreational Vehicle Dealership, and Preliminary Plat for Groveland Fifth Addition. Applicant: Monticello RV — Scott Kunz (NAC/AS) Property: Legal: Outlot D, Groveland Addition PID: 155125000040 Planning Case Number: 2018-047 A. REFERENCE & BACKGROUND Request(s): Preliminary Plat, Rezoning to PUD, Development Stage PUD Permit Deadline for Decision: February 3, 2019 Land Use Designation: Places to Shop Zoning Designation: B-3 Highway Business The purpose of the `B-3" (Highway Business) district is to provide for limited commercial and service activities and provide for and limit the establishment of motor vehicle oriented or dependent commercial and service activities Overlays/Environmental Regulations Applicable: Current Site Use: Surrounding Land Uses: North: East: South: West: Project Description: Freeway Bonus Sign Overlay District Vacant Highway Commercial (RV Dealership) Self -Storage Commercial Single Family Residential Vacant Commercial The site is currently zoned B-3, Highway Business. For this area, commercial development is anticipated that takes advantage of highway -related businesses that include those selling and servicing motor vehicles, as well as hospitality uses that specifically serve traveler business, e.g., hotels and restaurants, in addition to local customers. 1 City Council Agenda 1/28/2019 Common commercial building and site planning requirements apply in the B-3 District. Under the proposed PUD District, there is an expectation that the City will consider flexible development plans that incorporate design which may not meet the specific requirements of a typical zoning district, but which because of the design elements, exceed the City's planning and zoning objectives for the location in question. The proposed use is a Recreational Vehicle sales and service facility, an allowed Conditional Use in the B-3 District. The service aspect of the use is expected to be limited to minor repair and cleaning of used vehicles, along with pre -sales prep of new units prior to sale. In review discussions, the applicants have raised consideration of an RV sewage dump station, a common component necessary for the operation of their business with previously used vehicles. The site plan and narrative is expected to be revised to identify the operational aspects of this facility. In this case, the applicants are seeking PUD approval to avoid the building size/ratio requirements that are otherwise applicable to motor vehicle sales facilities. The commonly applicable standard would be 9% of the lot area, or 20,000 square feet, whichever is greater. For the subject 6 acre site, 9% would be more than 23,000 square feet. The applicants propose a building area of 18,000 square feet, as well as an optional mezzanine storage and small office area of about 2,400 square feet. The applicants note that this proposal is made in lieu of two smaller separate buildings on smaller parcels that would have a lesser (7%) building size requirement. Comments relating to various aspects of the proposal are highlighted below. Preliminary Plat. The proposed plat consists of a subdivision creating the proposed RV dealership parcel on the east half of the subject property (Lot 1), a parcel of approximately 6.09 acres in area. Lot 1 includes a small extension that divides the single family neighborhood to the south, and which would continue to be the responsibility of the RV owner for maintenance. This extension had originally been included in the Groveland plat to accommodate pedestrian connections between the residential neighborhood and Chelsea Road. Since the time of the original Groveland plat, that connection has been found to be unnecessary. At this time, no other use or owner for the property has emerged. As a result, it will be attached to the subject property, but not available for commercial uses or other occupancy. The outlot comprises the remaining 5.76 acres of the land, extending west to the intersection of Chelsea Road and 901h Street. This parcel will require replatting prior to its development. The plat appears to meet the requirements of the City's subdivision ordinance, subject to detailed civil and engineering OJI City Council Agenda 1/28/2019 comments made by the City's engineer. Those comments are included as an exhibit to this report. Site Planning and PUD. The site plan relies on a single access point from Chelsea Road in the northeast corner of the site. This access point would serve customer and employee automobile traffic, as well as larger recreational vehicle traffic in and out of the site. The building is located near the access drive, and is shown with a row of customer parking adjacent to the building in front, and an additional row of what is likely to be employee parking adjacent to the rear of the building. The layout of the building itself includes the main customer entry on the north side of the building (facing Chelsea Road), which serves the main sales lobby, offices, and parts sales. This portion of the building is approximately 9,500 square feet in area. As noted above, an optional mezzanine level is accessible from this area, totaling about 2,400 square feet. The south (rear) portion of the building consists of service area, with five overhead doors on each side (east and west) of the building providing interior access to vehicles for service. This portion of the building totals about 8,500 square feet in area. The proposed site plan anticipates a field of display vehicles to the west of the building, encompassing the entire property, with the exception of a stormwater pond along the west boundary of the site, and the raised landscaped berm separating the property from the residential neighborhood to the south. A row of recreational vehicles would extend along the entire east boundary as well as the full frontage of the property along Chelsea Road. At the concept review for this PUD project, staff noted the City's interest in ensuring that commercial buildings such as this one were prominently exposed to the street. As shown on the site plan proposal, the building would be separated from the street by the row of display vehicles along the Chelsea Road frontage. Staff would recommend that the applicant consider replacing the row of RVs directly in front of the building along Chelsea Road with the rear passenger vehicle parking. As a part of this change, building could be shifted slightly (about 20 feet or so) toward Chelsea Road. In this way, the display vehicles could be located along the south boundary line as a result (where there are currently no vehicles planned). The sketch below illustrates this idea, including a slight rotation of the building (although the rotation is not critical to the concept). 3 City Council Agenda 1/28/2019 With this change, the building would be more visible from the street. While it is understood that the applicant's business relies on display of their sales product, it does not seem likely that there would be any confusion as to business activity that would result from the small changes proposed in the sketch. Without the proposed change, the view of the property to passing traffic would appear to be little more than a storage lot. The City's business environment depends on attractive, inviting commercial property, and it is believed that building visibility can be an important aspect of that environment. Relocate `L park* from �QCYC B rear to front 110 s� 6 2 4� � 1 Rotate BL ilding clockwise shift • 1, toward st eet -- 20'+ 1 T' j �sEO 80'± SEE�I —SEED RO CN+f Staff understands that the applicant is not favorable to this change, citing the imperative of maximizing exposure of the display vehicles. Instead, the applicant suggests that location of the freestanding sign in the display area along Chelsea Road will replace one or two of the proposed vehicle spaces, increased visibility that is provided via the driveway curb cut. L! City Council Agenda 1/28/2019 Parking. As noted above, the building includes nearly 10,000 square feet of office, parts sales, and customer lobby area, along with 3,000 square feet of mezzanine storage and 8,500 square feet of vehicle service floor area. Indoor storage and vehicle service area creates a parking supply requirement of 10 spaces at one space per 1,250 square feet. Vehicle sales parking requirements are 8 spaces for the first 1,000 square feet, plus one space per 800 square feet of additional floor area. This yields an additional requirement of 18 spaces, for a total site requirement of 28 parking spaces. The applicant's site plan shows 20 spaces. There is more than enough paved area to accommodate the requirement — the applicant may stripe fewer spaces if their need is less under PUD flexibility, with the understanding that an increase in parking space demand would require additional parking lot striping. The applicant notes that many customers drive into the sales/display area of the lot and park temporarily to view specific models, rather than utilize the standard parking area. There is adequate space for this to occur, and it has the effect of reducing the demand on the striped parking lot. Landscaping. The applicant has submitted a landscaping plan that generally follows the pattern established by the adjacent self -storage development. The plan includes a double -row of Black Hills Spruce along the southern boundary supplementing the berm and existing tree planting which screens the site from the residential property. It should be noted that overstory trees (Burr Oak) along the south boundary will likely be moved back from the curb line to accommodate recreational vehicle movements in the display area. The applicant's plan includes a summary of the City's landscape quantity requirements, and shows that the plan will meet those requirements. It is noted that the applicants do not propose any fencing at this time. The applicant's project narrative states that any future fencing would match the style constructed as a part of the self -storage project. One note relates to the existing fencing along the border between this site and the neighboring self -storage business. The applicant proposes a curb line approximately 20 feet from the boundary, along which the self -storage owner constructed a boundary fence. The current applicant proposes to cover this area behind the curb with rock mulch, over which recreational vehicles would extend. The applicant indicates that a revised site plan will eliminate the seed proposed in favor of the rock mulch over the entire area. No new trees have been proposed in this area. Moreover, there is no specific buffer zone required between similarly zoned commercial property. As such, 5 City Council Agenda 1/28/2019 the proposal does not appear to be counter to any specific zoning objectives as now proposed. A retaining wall is proposed for the west side of the site, along the proposed infiltration pond. The applicant shall provide detail on the materials for the proposed wall. Lighting. The applicant's lighting plan relies on only a few lights (seven total) in the sales/parking lot area along the north boundary of the paved area, and seven wall -pack fixtures on the building, only one of which would be on the south side of the building. These fixtures all appear to be designed to cast light downward, and the photometric plan shows zero foot-candles of light spread well within the boundaries of the site. Signage. The applicant notes that they are located within the freeway bonus sign district and expect to install a freestanding sign consistent with these allowances along the Chelsea Road frontage. The ordinance accommodates one 32 foot tall sign with a maximum square footage of 200 square feet. With the original plan set, no free-standing signage details were provided — an amended final stage plan should detail the proposed location of the freestanding sign. The applicant further notes that wall signage will be prepared, along with the freestanding sign, that is consistent with the allowance of the base zoning regulations without need for PUD consideration. Building Design. The proposed building materials consist of composite insulated panels, with an exterior which simulates a stucco or EFIS finish, and cultured stone accents. In discussing the design aspects with the applicants, the building is proposed to be 28 feet in height at its highest point. The architectural design shows sidewalls with parapets that will appear as a flat - roof building. For rooftop mechanical equipment which extends above the parapet, the applicant will utilize a painting scheme that is consistent with the colors used in the building architecture. All of these elements are consistent with the requirements of the zoning ordinance. Grading and Drainage, and Utilities. The City Engineer has provided a separate report addressing these and other engineering aspects of the proposal. Accessory Use Requirements Trash Handling. The applicants intend to provide an exterior trash enclosure. This facility should reflect materials and/or colors used in the principal building. Moreover, staff would recommend that the enclosure is located so as to screen from both the street and the residential areas to the south. An amended site plan should identify location and construction details. G City Council Agenda 1/28/2019 Accessory Buildings. No accessory buildings are proposed for the site. As previously noted, the applicant has indicated that only minor repair and servicing of vehicles will occur and be limited to the interior of the principal building. Rezoning The PUD zoning will apply to the proposed development parcel, legally described as the proposed Lot 1, Block 1, Groveland 5th Addition. The applicant should verify this is the intended zoning consideration. (As of the date of the Council report, the applicant has verified that the PUD rezoning applies to the proposed Lot 1, Block 1 only.) Final rezoning to PUD consideration occurs concurrent with the final stage PUD and final plat. Therefore, a draft ordinance has been prepared for the PUD zoning but is not part of the decision at this time. Final Plat and Final Stage PUD Pending decision on the current application submittals for development stage PUD and preliminary plat, the applicant will be required to submit for final stage PUD and final plat documents which demonstrate compliance with Exhibit Z conditions. The City Council will consider those applications, along with final rezoning action and development agreement at a later date. Planning Commission Review and Recommendation The Planning Commission reviewed this item on January 2nd, 2019, holding a public hearing on the rezoning, development stage PUD and preliminary plat requests. The Commission heard testimony from the applicant, Scott Kunz of Monticello RV. Mr. Kunz provided a revised site plan illustrating an area of green space that would provide better visibility from the street to the building, as well as an area for the intended pylon sign. Mr. Kunz indicated that with those site modifications, it was hoped that conditions 1 and 2 were addressed. Mr. Keith Burnham, property owner of Affordable Storage, located to the east of the subject site, also addressed the Commission. Mr. Burnham expressed concern with the location of the access point at the east end of the property. He explained that the configuration of the road could create site line issues at this point. Mr. Burnham also indicated that his preference would be to add an additional 5' of space along with east boundary of the site. This additional space would further prevent vehicle damage to the fenceline required to be installed along that boundary for his project. He noted that this issue was raised in the concept PUD presentation. Mr. Kunz explained to the Commission that the east curb line will act as a wheel stop for the vehicle display in that area, and that the size of the units should prevent any 7 City Council Agenda 1/28/2019 overhang deep enough to impact the fenceline. He also noted to the Commission that the vehicles displayed at the front would be lower in height. Staff notes that the engineer's report indicated that the access had been reviewed and found to be acceptable. In their discussion, the Planning Commission indicated their preference for better sight lines to the building. They also inquired as to why no final signage plan was provided. Staff noted that the applicant did provide for wall signage plans with their submittal and with the knowledge that the applicant is now considering a free- standing sign, the applicant will be required to provide that detail at final stage PUD. It is further expected that signage for the site will comply with base ordinance requirements. Staff also noted that the Fire Marshal had an opportunity to review the plans and had recommended the addition of two conditions to Exhibit Z: 1) a fire department lock box be installed on any gate or access to the building; and 2) the access be reviewed for fire department apparatus turning radaii. The Planning Commission made a motion to approve the rezoning to PUD, development stage PUD and preliminary plat, contingent on the additional Fire Department conditions, and a condition requiring a revised site plan demonstrating a 50' clear area for visibility to the building from the right of way. The Commission did not recommend moving the east curb line from the 20' provided. Exhibit Z for Council consideration has been modified accordingly to reflect these conditions. It was also noted in a secondary review of the lighting by staff that the wall pack lights as shown do not comply with ordinance and will require cut-off shields in conformance with code requirements. Condition #2 has been modified to reflect that requirement. B. ALTERNATIVE ACTIONS The Planning Commission recommends Alternative #1 for approval for both decisions. Decision 1— Preliminary Plat of Groveland 5th Addition 1. Motion to approve the Preliminary Plat for Groveland 5th Addition, subject to Exhibit Z as revised and based on the findings in Resolution PC -2019-001. 2. Motion to deny the Preliminary Plat for Groveland 5th Addition based on findings to be identified by the City Council. 3. Motion to table action on the Preliminary Plat, subject to submission of additional information from applicant or staff. City Council Agenda 1/28/2019 Decision 2 — Development Stage PUD Approval Motion to approve a Development Stage Planned Unit Development for Lot 1, Block 1 of Groveland 5th Addition, subject to the Conditions in Exhibit Z as revised and based on findings in Resolution PC -2019-003. 2. Motion to deny a Development Stage PUD for Lot 1, Block 1, of the proposed Groveland 5th Addition, based on findings to be identified by the City Council. 3. Motion to table action on the Development Stage PUD, subject to submission of additional information from applicant or staff. C. STAFF RECOMMENDATION Staff recommends approval of the Preliminary Plat and Development Stage PUD, subject to the conditions found in Exhibit Z. The project is consistent with the land use expectations for the site based on existing zoning (B-3) in most aspects. The request for the application of PUD sets an expectation that the City will consider flexible development plans which may not meet the specific requirements of a typical zoning district. That flexibility is intended to be balanced by other plan or design elements which exceed the City's planning and zoning objectives for the location in question. In this case, the applicant seeks to vary from the building size requirements set out for vehicle sales and display uses. To balance this flexibility, staff's recommendation is to revise the RV display area along the Chelsea frontage between the street and the building to increase building visibility. D. SUPPORTING DATA A. Resolution PC -2019-001, Preliminary Plat B. Resolution PC -2019-003, Development Stage PUD C. Ordinance No. 709, Draft D. Aerial Site Image E. Applicant Narrative F. Preliminary Plat G. Final Plat H. Revised Site & Elevation Plan — Presented to Planning Commission on January 2nd, 2019 (Before and After Elevation Change) I. Site Development Plans, including: a. Title Sheet b. Details c. Existing Topography d. Grading, Drainage & Erosion Control Plan e. Utility and Paving Plan f. Landscape Plan J. Building Floor Plans K. Building Elevation Plans L. Photometric Plan M. City Engineer's Letter, dated 12/18/18 Z. Conditions of Approval — Per Planning Commission Recommendation City Council Agenda 1/28/2019 EXHIBIT Z Preliminary Plat, Rezoning to PUD, Development Stage PUD Lot 1, Block 1, Groveland 5` Addition Ensure east boundary will not create concerns over interference with existing adjacent property improvements. 2. Maintain lighting compliance with code, ensuring that lighting levels will minimize impacts on adjacent property. Wall pack and site lighting to conform to code requirements for cut-off shielding. 3. Prepare and submit sign plans that demonstrate compliance with Sign Ordinance regulations. 4. Noise Ordinance compliance — including no outdoor paging/speakers that are audible from adjoining residential areas. Limit use of extended parcel to the south to landscaping and revise the landscaping plan to identify plantings and maintenance. 6. Provide materials detail for proposed retaining wall. 7. Compliance with the recommendations of the City Engineer's report dated December 12, 2018. Execute a Development Agreement for the plat and Planned Unit Development. 9. Installation of a Fire Department lock box as directed by the Fire Marshal. 10. Submission of a plan demonstrating adequate circulation and turning radaii area for Fire Department apparatus. 11. Planned Unit Development and site plan will accommodate a 50' clear zone area at the entrance.to accommodate building views from Chelsea Road. This area may include signage as allowed by ordinance. 10 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2019-001 RECOMMENDING APPROVAL OF A PRELIMINARY PLAT FOR GROVELAND 5TH ADDITION WHEREAS, the applicant seeks to develop property legally described as Outlot D, Groveland Addition; and WHEREAS, the applicant has submitted a request to plat said property into a single lot and one outlot for commercial use; and WHEREAS, the site is guided for commercial uses under the label "Places to Shop" in the City's Comprehensive Plan; and WHEREAS, the proposed Plat is consistent with the long-term use and development of the property for residential uses; and WHEREAS, the Planning Commission held a public hearing on January 2nd, 2019 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The Plat provides an appropriate means of furthering the intent of the Comprehensive Plan for the site by continuing the development plans for commercial use. 2. The proposed improvements on the site under the Preliminary Plat are consistent with the needs of the development in this location as a commercial area. 3. The improvements will have expected impacts on public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the development as proposed. 4.. The Plat is consistent with the intent of the City's economic development objectives, as well as with the intent of the City's zoning regulations. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the Preliminary Plat for Groveland 5th Addition, subject to the conditions listed in Exhibit Z of the staff report as follows: CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2019-001 1. Ensure east boundary will not create concerns over interference with existing adjacent property improvements. 2. Maintain lighting compliance with code, ensuring that lighting levels will minimize impacts on adjacent property. Prepare and submit sign plans that demonstrate compliance with Sign Ordinance regulations. 4. Noise Ordinance compliance — including no outdoor paging/speakers that are audible from adjoining residential areas. Limit use of extended parcel to the south to landscaping and revise the landscaping plan to identify plantings and maintenance. 6. Provide materials detail for proposed retaining wall. 7. Compliance with the recommendations of the City Engineer's report dated December 12, 2018. Execute a Development Agreement for the plat and Planned Unit Development. 9. Installation of a Fire Department lock box as directed by the Fire Marshal. 10. Submission of a plan demonstrating adequate circulation and turning radaii area for Fire Department apparatus. 11. Planned Unit Development and site plan will accommodate a 50' clear zone area at the entrance.to accommodate building views from Chelsea Road. This area may include signage as allowed by ordinance. ADOPTED this 2nd day of January, 2019, by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2019-001 Brad Fyle, Chair ATTEST: Angela Schumann, Community Development Director CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2019-003 RECOMMENDING APPROVAL OF A DEVELOPMENT STAGE PLANNED UNIT DEVELOPMENT FOR GROVELAND 5TH ADDITION, A COMMERCIAL PLAT CONSISTING OF ONE DEVELOPMENT PARCEL AND ONE OUTLOT WHEREAS, the applicant has submitted a request to rezone its property with PID No. 15512500004 from B-3, Highway Business to PUD, Planned Unit Development District; and WHEREAS, the applicant concurrently proposes to develop the property for commercial uses under the proposed Planned Unit Development zoning process of the Monticello Zoning Ordinance; and WHEREAS, the site is guided for commercial uses under the label "Places to Shop" in the City's Comprehensive Plan; and WHEREAS, the proposed PUD, along with the companion Plat, are consistent with the long-term use and development of the property for commercial uses; and WHEREAS, the Planning Commission held a public hearing on January 2nd, 2019 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The PUD provides an appropriate means of furthering the intent of the Comprehensive Plan for the site. 2. The use of the site for commercial uses is consistent with the City's interest in promoting the long-term planned land uses in the area. 3. The proposed improvements on the site under the Development Stage PUD are consistent with the needs of the PUD in this location. 4. The improvements will have impacts on public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the development as proposed. 5. The PUD flexibility for the project, including incorporation of original building size standards and other zoning requirements, are consistent with the intent of the City's economic development objectives, as well as with the intent of the PUD zoning regulations. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2019-003 NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the Development Stage PUD, subject to the conditions listed in Exhibit Z as follows: Ensure east boundary will not create concerns over interference with existing adjacent property improvements. 2. Maintain lighting compliance with code, ensuring that lighting levels will minimize impacts on adjacent property. Prepare and submit sign plans that demonstrate compliance with Sign Ordinance regulations. 4. Noise Ordinance compliance — including no outdoor paging/speakers that are audible from adjoining residential areas. 5. Limit use of extended parcel to the south to landscaping and revise the landscaping plan to identify plantings and maintenance. 6. Provide materials detail for proposed retaining wall. 7. Compliance with the recommendations of the City Engineer's report dated December 12, 2018. 8. Execute a Development Agreement for the plat and Planned Unit Development. 9. Installation of a Fire Department lock box as directed by the Fire Marshal. 10. Submission of a plan demonstrating adequate circulation and turning radaii area for Fire Department apparatus. 11. Planned Unit Development and site plan will accommodate a 50' clear zone area at the entrance.to accommodate building views from Chelsea Road. This area may include signage as allowed by ordinance. ADOPTED this 2nd day of January, 2019, by the Planning Commission of the City of Monticello, Minnesota. K CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2019-003 MONTICELLO PLANNING COMMISSION Brad Fyle, Chair ATTEST: Angela Schumann, Community Development Director ORDINANCE NO. 709 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING TITLE 10 OF THE MONTICELLO CITY CODE, KNOWN AS THE ZONING ORDINANCE, BY ESTABLISHING THE GROVELAND 5th ADDITION MONTICELLO RV PUD AS A ZONING DISTRICT IN THE CITY OF MONTICELLO, AND REZONING THE FOLLOWING PROPERTY FROM B-3, HIGHWAY BUSINESS DISTRICT TO GROVELAND 5th ADDITION MONTICELLO RV PUD, PLANNED UNIT DEVELOPMENT: LOT 1 BLOCK 1; GROVELAND 511 ADDITION THE CITY COUNCIL OF THE CITY OF MONTICELLO HEREBY ORDAINS: Section 1. Section 2.4(P) — Planned Unit Developments, Title 10 — Zoning Ordinance is hereby amended by adding the following: (XX) Groveland 5th Addition — Monticello RV PUD (a) Purpose. The purpose of the Groveland 5th Addition — Monticello RV PUD District is to provide for the development of certain real estate subject to the District for multiple family residential land uses. (b) Permitted Uses. Permitted principal uses in the Groveland 5th Addition — Monticello RV PUD District shall be vehicle sales and rental uses uses as found in the B-3, Highway Business District of the Monticello Zoning Ordinance, subject to the approved Final Stage Development Plans dated , and development agreement dated 2019, as may be amended. The introduction of any other use from any district shall be reviewed under the requirements of the Monticello Zoning Ordinance, Chapter 2, Section (0) — Planned Unit Developments for Development Stage PUD and Final Stage PUD. (c) Accessory Uses. Accessory uses shall be those commonly accessory and incidental to vehicle sales and rental uses, and as specifically identified by the approved final stage PUD plans. (d) District Performance Standards. Performance standards for the development of any lot in the Groveland 5th Addition — Monticello RV PUD District shall adhere to the approved final stage PUD plans and development agreement. In such case where any proposed improvement is not addressed by the final stage PUD, then the regulations of the B-3, Highway Business District, shall apply. ORDINANCE NO. 709 (e) Amendments. Where changes to the PUD are proposed in the manner of use, density, site plan, development layout, building size, mass, or coverage, or any other change, the proposer shall apply for an amendment to the PUD under the terms of the Monticello Zoning Ordinance, Section 2.4 (P)(10). The City may require that substantial changes in overall use of the PUD property be processed as a new project, including a zoning district amendment. Section 2. The zoning map of the City of Monticello is hereby amended to rezone the following described parcels from B-3, Highway Business District to Groveland 5th Addition — Monticello RV PUD, Planned Unit Development District: Lot 1, Block 1, Groveland 5th Addition Section 3. The City Clerk is hereby directed to mark the official zoning map to reflect this ordinance. The map shall not be republished at this time. Section 4. The City Clerk is hereby directed to make the changes required by this Ordinance as part of the Official Monticello City Code, Title 10, Zoning Ordinance, and to renumber the tables and chapters accordingly as necessary to provide the intended effect of this Ordinance. The City Clerk is further directed to make necessary corrections to any internal citations that result from said renumbering process, provided that such changes retain the purpose and intent of the Zoning Ordinance as has been adopted. Section 5. This Ordinance shall take effect and be in full force from and after its passage and publication. The ordinance in its entirety and map shall be posted on the City website after publication. Copies of the complete Ordinance and map are available online and at Monticello City Hall for examination upon request. ADOPTED BYthe Monticello City Council this 11th day of February, 2019. ATTEST: Jeff O'Neill, Administrator AYES: NAYS: Brian Stumpf, Mayor 2 i, t , ,00 :al, Zz 6Sul- !L uro /fill Vi�"G 9 1 1 1 1 11111 } 111.0 44d IML December 14, 2018 Ms. Angela Schumann Community Development Director 505 Walnut Street Monticello, MN 55362 Re: Replat of out lot D Groveland addition and PUD for DSB Ventures (Monticello RV Center) narrative OCello and DSB Ventures has entered into a purchase agreement to sell DSB ventures 5.98 acres on the eastern portion of outlet lot D Groveland addition PID # 155125000040, 260,488 square feet. This would be the West border of Affordable Storage presently is zoned B3. The applicant DSB Ventures (Monticello RV Center) will purchase the raw land and are contracting with Kinghorn Construction to build the building. It would be the intention of DSB to develop the site into a second location for Monticello RV Center. They desire to do this by requesting to rezone from B-3 to a PUD which will allow some flexibility with building size. It would allow one larger facility be built in 2019, versus 2 smaller buildings to be built over a period of time. Total square footage for the building is an 18,000SF foot print with an option for a 2400SF mezzanine. The portion of the berm that is on the commercial property is approximately 40 feet by 640 feet (25,600) square feet of buffer space that is not usable for parking or lot development. Ocello did plant pine trees at the top on the residential property that have developed into a very nice buffer between the residential and the commercial properties. It would be our intention to continue with pine tree plantings and mulch just as affordable storage has done to extend the buffer and the continuity to the projects. It is our understanding that Affordable Storage is doing a decorative fence on the East border of this property. It would be our intention to do rock landscaping on this border. On the West border we would landscape a long shallow filtration pond to tie into one of the hookups provided to this site on Chelsea road that ties to the regional pond. Across the front Boulevard on Chelsea road we will have landscaped green space divided by the regional trail. The overhead door finish on the building is as follows: The OHD closest to Chelsea will be aluminum and glass construction similar to a storefront system. The remainder will be an insulated metal panel with embossed finish these will have windows across 2 panels. Currently we anticipate only one entrance in and out of the site. The front part of this lot falls under the highway sign designation, so are plans are to put a sign the complies with those requirements. We have not finalized our other signage plans, but do not anticipate any extra sign requirements. As the signage portion of the project develops we will communicate with the city. We understand we will need a CUP to operate. Should we decide to fence any portion of the property we would continue with the decorative design of the metal on the East border or similar product. We feel our project is a good fit to the neighborhood. It's a acceptable use in a B3 zoning with a CUP. The property is presently zoned B3. There is a good buffer between uses and very little impact to the area, low traffic and a quiet operation, and brings a good tax base to the city while adding numerable well -paying jobs. It is understood that there will be development, SAC/WAC, trunk, building permit, etc. fees that will be associated with this project. R=746.75 GROVELAND FIFTH ADDITION C.erg=S89°08'43"w PRELIMINARY PLAT R=110.00 90TH STREET�e8'3o;4'"'� 3RD A D D C.�/N31. 16. "3 j C.=16.33 11 T CITY OF MONTICELLO �j EXISTING / 2RO01��6 \ / I / OWNER: OCEWN LLC ZONING=1-1 N� P°,N k VACATED cNEFsEA ROAD WEST AND \ �/ SHAWN WESEA R CHIEF MANAGER RESERVED DRAINAGE AND UTILITY SPIRIT REALTY LP 4065 CHELSEA ROAD WEST / ���J DG3 EASEMENT PER DDC NO. 1091043. �\ O MONTICELLO, MN 55362 __--1----------------- LEGAL DESCRIPTION—OUTLOT D, GROVELAND ADDITION _ R=666 75 _ \ ---------------- —L=511932 __ _ EXISTING / THE SOUTHEAST LINE OF OUTLOT D, y d 43°s6 oz^ / ZONING=B-3 GROVELAND ADDITION, IS ASSUMED TO HAVE �0 688185 \ \ a�6 �' AI / AND UTILITY Np6App iIONER �,y1" \\ \ h I A BEARING OF N22°45'05"E RAINA a1 of GROVELA � Denotes monument found I/2 inch iron pipe marked as shown. RER RL s�' 4jS4F T� I S SF \ O Denotes 1/2 inch x 18 inch iron monument set % 39'0 '9 /z OPEN OUTLOT A SPIRIT REALTY LP i� /AO \ marked by license no. 18425 unless otherwise shown. �qQ 0 Denotes mag nail with brass disc set marked by 1 A-5.76 ACRES license no. 18425 unless otherwise shown. � I JOSHUA2p A=251,225 SF S Q BODELL s�YA �- % �� DD/ T 1 0 ANGELA & 6/ �4Z? 9\ 880 \ °O \ \ N / � � 20. MCKEE / 2 4, 9 '24,73°3 \ \ EXISTING s'ss„ A \ ZONING=B-3 / SHAWNA \ / / DRAGER / 3 ss�,� O U TL O T D / '2449" 397. 1 \ EXIST NG JOSEPH 4 ZONING= B 3 / �2 \P7q��F��E7aN\OpEONER,?4 /' \ / RASK /� / • y�� /KRISTOFFER / 5 G R O \ / VELA ND i �P A D D T 0\ RLS 10938 \ / & LINDA / /=4o PP� \ / GIBSON / / 6 / DUANE / MICHELE \ / SHERWOOD / PETER / 7 2S4s/y-- LOT 1 SETBACKS j \ / FOLKERTs &FRONT=30' / JENNIFER / 8 // BLOCK > 11 \ \ / CARLSON/ BROOKE 7BACK=30' \ / WOOD�40 9 A=6.09 ACRES _ I ��� ; \ / 6// SIDE=10 o F \ �"°N/N�s/�Nc JONATHAN & <, A=265,095 SF V 7 / KIMBERLY HANSEN / 10 \ / / `'374 EXISTING Aq LANCE Z0NING=B-3 / SANDERSON /CHRISTOPHER F HANSON / 0 \ / ALLAN & N j / , c °RAwAOE/ / KRISTINE \ \ / JUN GELS fy / Q ^ / A/>$2432„w ��`MENr \ \ ry VICTORIA CLAYTON 3 4 WEAH & MARIE ZACHARY 4 _ / KB PROPERTIES LLC Q% JOHNSON INGRAM DAVID & 5 %j/ ,r�� I / o '�7� m & MONICA / EXISTING \ R=400.00 \ l / O ALLISON 6 L=30.01 1 z OPEN <v / / DELUNEY ADAM / \J Res 10938 ZONING=B-3 Scale In feet \e=4°1753"~��_ i/z OPEN RE CHERT / CZECH S65-5651 "E 7 0 50 100 150 \ lZklSj'/NG �O / JASON853 / & \ ONE INCH EQUALS FIFTY FEET \ �L _ NIN(3 CORY & DATE: 12-5-18 4 HANSGEN JODY SMITH ALLIANT d4FFT I nF I CI4FFTS GROVELAND FIFTH ADDITION KNOW ALL PERSONS BY THESE PRESENTS: That Ocello, LLC, a Minnesota limited liability company, owner of the following described property situated in the County of Wright, State of Minnesota, to wit: Outlot D, GROVELAND ADDITION and vacated Chelsea Road West, Wright County, Minnesota. Have caused the same to be surveyed and platted as GROVELAND FIFTH ADDITION and does hereby dedicate to the public for public use the drainage and utility easements as created by this plat. In witness whereof said Ocello, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this day of 20 Signed: Ocello, LLC , Chief Manager STATE OF COUNTY OF This instrument was acknowledged before me this company, on behalf of the company. Signature Printed Name Notary Public, County, My Commission Expires: SURVEYORS CERTIFICATE day of , 20 , by , Chief Manager of Ocello, LLC, a Minnesota limited liability I Dennis B. Olmstead do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wetlands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of 20 Dennis B. Olmstead, Licensed Land Surveyor Minnesota License No. 18425 STATE OF MINNESOTA COUNTY OF HENNEPIN The foregoing surveyor's certificate was acknowledged before me this Signature Printed Name Notary Public, County, My Commission Expires: day of , 20 , by Dennis B. Olmstead, Land Surveyor, Minnesota License No. 18425. CITY COUNCIL, City of Monticello, Minnesota This plat of GROVELAND FIFTH ADDITION was approved and accepted by the City Council of the City of Monticello, Minnesota at a regular meeting thereof held this 20 , and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. Mayor Administrator WRIGHT COUNTY SURVEYOR I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of Wright County Surveyor WRIGHT COUNTY AUDITOR/TREASURER Pursuant to Minnesota Statutes, Section 505.21, Subd. 9, taxes payable for the year 20 there are no delinquent taxes and transfer entered this day of By: Wright County Auditor/Treasurer Deputy WRIGHT COUNTY RECORDER day of 120 on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, ,20 I hereby certify that this instrument was filed in the office of the County Recorder for record on this Cabinet No. , Sleeve , as Document No. Wright County Recorder day of , 20 , at o'clock M. and was duly recorded in ALLIANT ENGINEERING SHEET / OF 2 SHEETS \ R = 746.75 \ L = 59.76 C.Brg=S89008'43"W R=110.00 % \C. = 59.74 F — r L=16.34 A=8030'41" --N / / C. Brg = N31 °56' 16T i r r n r r C.=16.33 I \ L / L / L At GROV LAND FIFTH ADDITION � � 1 1/2 OF marked as �t shown. by 10938 0 50 100 150 ONE INCH EQUALS FIFTY FEET lk ALLIANT ENGINEERING SHEET 2 OF 2 SHEETS MONTICELLO RV R2MONTICELLO, MINNESOTA 01/03/19 -VI PERSPECTIVE Kingh©rn GEN ERALCONTRACTORS architects PERSPECTIVE MONTICELLO RV R31 MONTICELLO, MINNESOTA 01/03/19 �l1tt�'�OCOMPANY ll GENERAL CONTRACTORS ffarchitects LEGEND CONSTRUCT CONCRETE SEE C17 FOR- STORMWATER SILT FENCE PER e DRIVEWAY ENTRANCE PER DISCHARGE TO C2 CITY PLATE NO. 5008 ENTRANCE REGIONAL POND DRAINAGE ARROW GRADES (800 FEET) .... e� INLET PROTECTION DEVICE 1Q _ > - - v -- _ _ _ 6" CONCRETE-, _ :::r:__ �$ � r '�� `-->-; _- ; -� __- � e - v PE ST N J --m PROPOSED DRAINAGE DIVIDE T-XXX.X TOP OF RETAINING WALL ELEVATION ---'>> ,� ____ _ -_= - -_-�-+ -` -' "--=-=5= _-Mr;-_ = 'r --_- -- -'-' -XXX.X GROUND ELEVATION AT BOTTOM OF RETAINING WALL RAMP _ �- GUTTER LINE ELEVATION SIT �Arl + "fir. r n^�_+_> ti •`._.-_- T- > > > > > > A� i` > - _--- I -- xxx.xx I ` , n "�-CONC= CONCRETE ELEVATION rG '1•�- �Rdscape'd ar-s>~ I i 3i� n I . I -.._ ,___ I �; _ -� �'i I -- xxx.xx CHELSEA ROAD _ �g5 .-BIT= BITUMINOUS ELEVATION - - - XXX.XX L '- - - - '- exp' r / 95543 GL=955.01 ^ �� i x� xxx PROPOSED GUTTER LINE OR BITUMINOUS GRADE - _ - o2 I -� 955 .. t�' } �P R SUR 955.94 U 60;X�f��� '955 _ �r 6-- _. i GL= �l 1 �.- sa ca c 3.t d 5 `I - - -/ -35GL=9579 955.43 r / � �L r t f 2. �: ? r p _...6" CONCRETE f "s ( f�t:J �� �� i � i - - T-953.5 0)r' 1 '_ 709 - F _ PEDESTRIAN 0 Q5 B-953.5 rn RAMP - t j GL= Y!J r ! I i� 954.79 T-954.0 'L°I' BIT=955.56 L,�`jL-J! t- I' L - - - L- .J _-i -- j I--_... __ LOT SUMMARY B-950.0 (E.o.F.) / - x ` ' ' STABILIZED TOTAL AREA = 5.98 ACRES THICKENED EDGE, >. SIDEWALK SIDEWALK n /� 9 I '' f CONSTRUCTION EXISTING IMPERVIOUS AREA = 0.00 ACRES >>x f BIT= �i /GONG=959.30 S7 i PERe3 / 9s9.12� 1 BIT=958.80 I f ^I EXIT t� PROPOSED IMPERVIOUS AREA = 4.60 ACRES GL= t--� / 5 CY CLASS II RIPRAP 'n 953.98 (\ / C /� I I_' - °j� rn __ OVER 45 SY TYPE IV S T-954,0.~ 8/ , S'9' ;l ^i i - _ I k INFILTRATION GEOTEXTILE FILTER `rp IB -954.01 CONSTRUCT; f r g5 f" ^ TRENCH 3 .�'. \ x`44` t CONC=959.30 f: l r '; I ) f - N j . r CONCRETE --,FLUME > J ' GENERAL NOTES: ` 1 '--PER, 5 - ' �' oo ?) ; �" p -r_ ! BT=958.80 a J/ / RETAINING \� L��```.C5 -/ �, I� �Jl --t M I 1. VERIFY BUILDING DIMENSIONS WITH ARCHITECTURAL PLANS. WALL _?` 1, ;� ". ` f �7 , iC ) M 1, - 2. DISTURBED AREAS SHALL BE STABILIZED WITHIN 7 DAYS OF ROUGH GRADING. T-955.0 \1 5 \��, v t r 51X �1 t + g5 - Z. j1 `"tom - ! z_'� j r t` CONC=959.48 956 81 B-950.0 > CONC=959.48 ' i 2,56% 3. STREET SWEEPING MUST BE PERFORMED DAILY IF SEDIMENT IS TRACKED OUTSIDE THE `` J r g/V BT=958,98 .. ? /" �CONSTRUCTION LIMITS OR ONTO ANY CITY STREETS. J! Lit i 5 BT=958.98 r - e ce r i CONC=959.52 CONC=959.54 7if' , I 4. THE CONTRACTOR MUST STABILIZE ALL EXPOSED SOIL AREAS (INCLUDING STOCKPILES). 1 BIT=959.52 '` t• _ N t • I r'! ! �_"~� ,� 2•oox �I BT=959.04 BIT= l ! •f (i STABILIZATION MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION WHENEVER ANY '1.56% COST=959.04 X959.5( ,j`r - - -�_.. CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ON ANY PORTION ` r� L� n ! r Z BT= 99990 \ - r OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING SEVEN CALENDAR DAYS. L T +� ( - .�`T� 959.20 x ' STABILIZATION MUST BE COMPLETED NO LATER THAN SEVEN CALENDAR DAYS AFTER THE \ ` T-954.0 j`\ 56 / CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR 954, B -95U•(_7< ,' '- { PERMANENTLY CEASED. TEMPORARY SEEDING INFORMATION AND APPLICATION RATES ARE H p M T.0-�/�..�r.r OOR 956/r� _ �` ` _ / TABULATED ON SHEET C4. ,TO . h B-950.0 ' ; ;�``�� �T, r �'' "�.-I C'< FINISHED FL 5. SEE SHEET C8 FOR THE UTILITY AND PAVING PLAN. ELEVATION=959.6 2 fes' p f �� 7 �� _%- `� -� { -- - 1 I 6. CONTRACTOR SHALL DETERMINE A LOCATION FOR CONCRETE AND OTHER WASHOUT T-955.0�i�� 1 _T, L / \-BIT= �u ' WASTE. A SIGN SHALL BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY THAT B-950.0 Q `� r 959•6c= `- - REQUIRES SITE PERSONNEL TO UTILIZE THE PROPER FACILITIES FOR DISPOSAL OF Xz ) , -T-----J-,l -` i J 6 / o, CONCRETE AND OTHER WASTES. "955 �m o, t`r,,` �! T 1 \ �-�t 1'c 2.6 7, ALL RETAINING WALLS OVER 4 FEET IN HEIGHT SHALL BE DESIGNED BY A LICENSED ` T-957.0 _+ 7 - !� ~� •c_`?J �' '� t. , ` , _ \ Blr= / r - - - _ ENGINEER. \ _ 1i-950.0;' `' ✓ ` >J 959.20 j I ' 8. SEE SHEET L1 FOR THE LANDSCAPE PLAN. -j REFERENCE NOTES: 1 Ile INSTALL INLET PROTECTION DEVICES PER 1 AND 2 AT ALL CATCH BASINS THAT MAY '956. •� /1 ,_. ��, � �� _'\' `1�" �� r`�.;-...�. ,) � `� �-.�„ / ` �,• <�. _ C4 `,\��`�1-�`-"//- RECEIVE STORMWATER RUNOFF FROM THE SITE. T-956.0 \ �? F., T� / -1z a^� r PRIOR TO IMPORTING OR EXPORTING MATERIAL FROM THE SITE, CONTRACTOR SHALL B-950.0 T-958.0 `�\?'r 1 9 e\ T -,.I J __ B-950.0 - �� �� + _ "` f f CONSTRUCT A STABILIZED CONSTRUCTION ENTRANCE PER CITY STANDARD PLATE 6042 T-956.5 \ 1�1�`� %� �� �\', ! r `"^-`\�7? i -_� % BIT= OR 6003. B-950.0 9,50`` "� j = ���� �� r-'' 1 '�� ." r `�-_/ 2.00X / �959.s ~- I (3)CONSTRUCT INFILTRATION TRENCH PER/A CONTRACTOR SHALL MAKE SOIL CORRECTIONS \ 9$Yi 1� '`'�` Y r ! _�` `l / BIT= _- u , 1,r, jyi ✓r• r 230% C5 \ 9g4�'��J� t 957.99 AS NECESSARY IN ORDER TO ACHIEVE THE DESIGN INFILTRATION RATE OF 0.70 INCHES 9 GL= ! ,_ r 1 ^;--• ` , r \ : g59 / BIT-� PER HOUR. A DOUBLE RING INFILTROMETER TEST SHALL BE CONDUCTED DURING 56 957.98 T� ��E `\ / i 959.60 \?�. ! CONSTRUCTION AT THE INTERFACE OF THE AMENDED AND INSITU SOILS. RESULTS OF T-958.5' `95 -959.51 / Y / o� THE INFILTROMETER TEST SHALL BE PROVIDED TO THE CITY. B-958.5. 9 �•49X GL= / k ®CONSTRUCT INFILTRATION BASIN PERe3 . 959.51 9y / ^ _ - .5 iN N1 Q5 PEDESTRIAN RAMP SECTION SHALL BE PER 2 T-958.5 `958-------------_�--__� -i 0.9711 / GL= e -958.5_' - - - - - - - - - _ - _ - - _ _ - - _ -=_ _/ 958.30 0.60. X59- I GL=953.10 GL=954.18 GL - (MATCH TCH EXISTING) rn �`` ..• _ _ - -- _ - - - - - - - , - - - - - - - -- _ (MATCH EXISTING) 954.34 953.73 9 _ _ _. _ - _ -__- ---962- X 96 �- 5 _GONG=955.02 _ _ _ _ _ a_ Z /9661 -^ C,_ X X --� 1r Yj r ... V] _ _... :. -_ ,. CONC=955 12 ==��C NC=9 4. a -� _ _ - = 0 ==5 08 - _ ` \ - � CONC=95400 '• "'� T , •� � � ,�- CONC=955.20. , I 964 8612 CONCRETE CURB CONC=955.10 GL- �C0NC�L4.12 o AND GUTTER PER CONC=954.54 953.88 CONC=954.28 Ln GL=954.48 GL= CONC=953.93 rn MN DOT STANDARD 1 I PLATE 7100 (TYP.) _ 54 9,7 9GLA4 n �1,= GL=954.64 z GL=51 955.22 GL= 955.. 954.95 w ` z W 30 0 3o so 1 ENTRANCE GRADES d o SCALE IN FEET C7 I � m , d7 rMf DATE REVISION 1 hereby certify that this plan, specification, or report was 111yG�p 111. SHEET E; prepared by me or under my direct supervision and that I TAE HakansOn Anderson GRADING, DRAINAGE AND �� N of a duly License Professio,al Engineer under the laws LAKE REGION RV EROSION CONTROL PLAN OF a of the state of Mi esota pp,(N tn; Civil Engineers and Land Surveyors o > TAE 3601 Thurston Ave., Anoka, Minnesota 55303 LOT 1, BLOCK 1-GROVELAND FIFTH ADDITION U a_( ituM 0M if. 763-427-5860 FAX 763-427-0520 C8 o Y Date 1 29/18 Lic. Nn 23461 CJJ www.hokonson-anderson.com CITY OF MONTICELLO, MINNESOTA SHEETS 3395.09 M 0 Ln M rl� rq i c� z w w z ECD Qz ro i 40-) 0 SITE DEVELOPMENT PLANS LAKE REGION RV LOT 1, BLOCK 1 - GROVELAND FIFTH ADDITION IN THE CITY OF MONTICELLO P1 41 pq144y4? .Ak-h-i irWN r-nrrrwrrj ,X? ,i]Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." VI 1 1 VI IVIVI`I 1 I%W 9 WRIGHT COUNTY, MINNESOTA GOVERNING SPECIFICATIONS THE 2018 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" SHALL GOVERN. THE 2013 EDITION OF THE CITY ENGINEER'S ASSOCIATION OF MINNESOTA "STANDARD SPECIFICATIONS" SHALL GOVERN FOR SANITARY SEWER AND WATERMAIN WORK. ALL FEDERAL, STATE AND LOCAL LAWS, REGULATIONS, AND ORDINANCES SHALL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE LATEST EDITION OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, INCLUDING THE LATEST FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. SHEET INDEX THIS PLAN CONTAINS 9 SHEETS �*I71111: 1l►rem 17*'1y041aIto] ► C1 TITLE SHEET C2 CONSTRUCTION NOTES, PROJECT LEGEND AND DETAILS C3—05 DETAILS C6 EXISTING TOPOGRAPHY AND REMOVALS PLAN C7 GRADING, DRAINAGE AND EROSION CONTROL PLAN C8 UTILITY AND PAVING PLAN L1 LANDSCAPE PLAN 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. 23461 DATE 11/29/18 CRAIG J. J CH M, P.E. LIC. NO. HAKANSON N ERSON DESIGN ENGINEER DATE REVISION SHEET C1 OF C8 SHEETS M 0 Ln c� z I III z E0 Qz 4 0 0 iLn 0� N W Q 0 > U n (� o .. GENERAL CONSTRUCTION AND SOILS NOTES: 1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2018 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION". 2. UNLESS OTHERWISE RECOMMENDED IN THESE PLANS, THE GRADING SUBGRADE SHALL BE CONSTRUCTED OF SUITABLE GRADING MATERIAL. THE FILL SHALL BE PLACED IN 8" TO 10" LOOSE LIFTS, AND COMPACTED TO 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. 3. SUITABLE GRADING MATERIAL FOR THIS PROJECT SHALL CONSIST OF ALL SOILS ENCOUNTERED WITH THE EXCEPTION OF TOPSOIL, SILT, DEBRIS, ORGANIC MATERIAL AND OTHER UNSTABLE MATERIAL. 4. CONTRACTOR SHALL REVIEW THE GEOTECHNICAL EXPLORATION AND ENGINEERING REVIEW REPORT FOR ADDITIONAL SITE PREPARATION REQUIREMENTS. 5. PROVIDE A SAW CUT WHEN PLACING NEW PAVEMENT ADJACENT TO INPLACE PAVEMENT AND AT TERMINI OF CONSTRUCTION TO ENSURE A UNIFORM JOINT. 6. BITUMINOUS AND CONCRETE ITEMS DISTURBED BY CONSTRUCTION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF IN ACCORDANCE WITH MN/DOT SPEC. 2104. 7. USE TACK COAT BETWEEN ALL BITUMINOUS MIXTURES. THE BITUMINOUS TACK COAT MATERIAL SHALL BE APPLIED AT A UNIFORM RATE OF 0.04 GAL/SY TO 0.06 GAL/SY BETWEEN BITUMINOUS LAYERS. THE APPLICATION RATES ARE FOR UNDILUTED EMULSIONS. 8. PERFORMANCE GRADED (PG) ASPHALT BINDER PG 58S-28, SPEC. 3151, SHALL BE USED FOR ALL BITUMINOUS MIXES ON THIS PROJECT. SPECIFIC PG GRADES SHALL BE LISTED AT THE END OF THE MIX DESIGNATION NUMBER SHOWN ON THE TYPICAL SECTION. 9. THE BITUMINOUS MIXTURES SHALL MEET THE REQUIREMENTS OF SPECIFICATIONS 2360 AND 3139. 10. ALL DISTURBED AREAS SHALL BE RESTORED WITH 4" OF TOPSOIL AND EITHER SEED OR SOD. SEE LANDSCAPE PLAN FOR ADDITIONAL REQUIREMENTS. GENERAL EROSION CONTROL NOTES: 1. EROSION CONTROL SHALL CONFORM TO THE MN/DOT EROSION CONTROL HANDBOOK. 2. PRIOR TO ANY CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL ACQUIRE THE MPCA NPDES CONSTRUCTION STORMWATER GENERAL PERMIT. 3. THE CONTRACTOR SHALL INSTALL EROSION AND SEDIMENT CONTROL FACILITIES (BMP'S) PRIOR TO GRADING AND REMOVAL ACTIVITIES. BMP'S SHALL BE MAINTAINED FOR THE DURATION OF CONSTRUCTION ACTIVITIES AND POTENTIAL FOR EROSION HAS PASSED. 4. THE CONTRACTOR SHALL SCHEDULE HIS OPERATION TO MINIMIZE THE AMOUNT OF DISTURBED AREA AT ANY GIVEN TIME. 5. BMP'S SHALL BE INSPECTED DAILY BY THE CONTRACTOR. OBSERVATIONS SHALL BE RECORDED IN THE INSPECTION LOG. 6. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROPERLY DISPOSED OF WITHIN THIRTY (30) DAYS AFTER FINAL SITE STABILIZATION. 7. THE CONTRACTOR SHALL FILE A NOTICE OF TERMINATION WITH THE MPCA AFTER FINAL STABILIZATION HAS BEEN APPROVED. REFERENCE NOTES: 10 PAVEMENT SECTION SHALL BE VERIFIED BY A GEOTECHNICAL ENGINEER. LEGEND RIGHT-OF-WAY LINE PROPERTY LINE EASEMENT LINE -955- EXISTING CONTOUR > EXISTING SANITARY SEWER >> >> EXISTING STORM SEWER EXISTING WATERMAIN P -BUR BURIED ELECTRIC LINE FO -BUR BURIED FIBER OPTIC CABLE X x x EXISTING FENCE ==========------- EXISTING CONCRETE CURB AND GUTTER EXISTING CATCH BASIN O EXISTING STORM SEWER MANHOLE OS EXISTING SANITARY SEWER MANHOLE EXISTING WATERMAIN VALVE EXISTING HYDRANT 955 PROPOSED CONTOUR > PROPOSED SANITARY SEWER >> PROPOSED STORM SEWER I PROPOSED WATERMAIN ® PROPOSED CATCH BASIN QQ PROPOSED STORM SEWER MANHOLE ® PROPOSED SANITARY SEWER MANHOLE V PROPOSED HYDRANT DETAIL NUMBER X x SHEET NUMBER DATE REVISION 2" TYPE SP 9.5 WEARING COURSE MIXTURE (SPWEA240B) BITUMINOUS MATERIAL FOR TACK COAT 2" TYPE SP 12.5 WEARING COURSE MIXTURE (SPWEB240B) 8" CLASS 5 AGGREGATE BASE, 100% CRUSHED GRANULAR SUBBASE B9ITUMINOUS PAVEMENT SECTION 10 C2 1 NO SCALE POST LENGTH, 5 FT. MIN. �AT 6 FT. MAX. SPACING PLASTIC ZIP TIES (50LB TENSILE) LOCATED IN TOP 8" - DIRECTION OF GEOTEXTILE FABRIC, 36" WIDTH RUNOFF FLOW Z 0 w o� w cV V' r 0 CL 21" RCP OUTLET PIPE 4 C2 < <,1r. MANHOLE >A_\z&VIIIk,il V 72" DIA. s --w---6" CONCRETE 951.52 WEIR 24" PVC TO INFILTRATION TRENCH 950.30 949.49 MAINTENANCE PLUG. PLAIN END BY FLANGE WITH BLIND FLANGE 6" DIP. SECTION A -A CONCRETE WEIR DETAIL-STM/MH #6 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 Professionpl Engineer under the laws of the State of Mi esota. wwitl MK Date 11/29/18 ' 1 Lic. No. 23461 DESIGNED BY: TAE DRAWN BY: TAE CHECKED BY: CJJ 950.91 MACHINE SLICE 8"-12" DEPTH STANDARD MACHINE SLICED 2 SILT FENCE DETAILS C2 TO PROTECT AREAS FROM SHEET FLOW (SEE SPEC. 3886) Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson-anderson.com VARIES s TOOLED JOINT ® 5'-0" - 4" CONCRETE OC MAX UNLESS NOTED 1 " CHAMFER OTHERWISE 2% r 3/4" 3/8„ FINISHED � GRADE 699 " a -A ° a °° 1/8"R a n ° a d ° ° d ° ° PARKING LOT °6" PAVEMENT ° �� ��� ��� ��� �� ��� ��� ��� ��� ���- COMPACTED SECTION SUBGRADE 21 ,f RCP TO INFILTRATION BASIN e� -R-1733 CASTING RIM=955.54 r J 6" - 4" GRANULAR BASE SIDEWALK NOTES: 1. PROVIDE EXPANSION JOINT A MAXIMUM OF EVERY 30' OC. THICKENED EDGE CONCRETE OSIDEWALK SECTION TOP OF WEIR ELEV=951.93 ■ SECTION A -A 5 C2 D PLAN VIEW LAKE REGION RV LOT 1, BLOCK 1-GROVELAND FIFTH ADDITION R-3246 CASTING FL=955.01 84" DIA. 1 MANHOLE l� ------- 950.92 y951.93 21" RCP TO INFILTRATION BASIN - - - - - -- I m 950.40J 6" CONCRETE WEIR NZfAIMLI CB/MH #2 DETAIL -R-1733 CASTING RIM=955.54 r SECTION B -B 953.67 21" RCP OUTLET PIPE MAINTENANCE PLUG. PLAIN END BY FLANGE WITH BLIND FLANGE 6" DIP. CONSTRUCTION NOTES, PROJECT LEGEND AND DETAILS CITY OF MONTICELLO, MINNESOTA SHEET C2 C8 SHEETS 3395.09 I- 1'- 0" -1 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 U1 TO BE INSTALLED ON PUMPER CONN. � AFTER BACK -FILL �. BREAKOFF FLANGE EXISTING O R FUTURE CURB OR GUTTER LINE U1, 1" TO 2" MAXIMUM IL ABOVE BURY LINE (FINISHED GRADE) FINISHED GRADE TL a VALVE BOX AS WATERMAIN SPECIFIED _171" TO 2" z 0 wN STREET 2 LAYERS OF >o w 2'- 6" AS REQUIRED 10' POLY (4 mil) o I TYPICAL 3' DIAMETER BY 3' DEEP PIT - UNDER HYDRANT FILLED WITH A MINIMUM OF 1 C.Y. OF 1 1-1/2" CLEAR STONE 0 LCA 0) N-) r7 c� z I Ill z E� Qz 0 \ 0 LO OC �� DATE F / N LLJ - Q o - n� U � o .. w z z 1= 0 THRUST MEGALUG BLOCKING BEHIND HYDRANT PRECAST CONCRETE BASE AS SPECIFIED (15"x 15"x 4") 1/4 " STEEL VALVE BOX ADAPTOR WITH PROTECTIVE COATING AS MANUFACTURED BY ADAPTOR INC. OR APPROVED EQUAL 1 - GATE VALVE BLOCKING BELOW GATE VALVE Title: BLOCKING BEHIND TEE 1 Standard Plate Library Typical HydrantInstallation City of Monticello Date: 03-05 Plate No. J� Revised: 2001 03-17 --TIES REQUIRED TO CLEAN OUTS USE 4" OR 6" CISP PLUG AND CAP, TOP TO BE 1/2 " BELOW FINISHED GRADE FINISHED GRADE C)6" PVC RISER FOR NON-RESIDENTIAL 4" PVC RISER FOR RESIDENTIAL VARIES 10' TO 20' 4" OR 6" VERTICAL WYE (PVC) 1/8 BEND CONCRETE ENCASEMENT 12" ALL AROUND (INCIDENTAL) WATER TIGHT GASKET OR CEMENTED PLUG L PVC—� HORIZONTAL WYE (PVC) THRUST BLOCKING FOR CLEANING EQUIPMENT 1. PAYMENT FOR 6" RISER PIPE, 6" VERTICAL WYE 45' BEND AND PLUG WILL BE PAID FOR AT UNIT PRICE BID PER EACH. 2. CLEAN -OUTS REQUIRED AT 70' INTERVALS FROM MAIN SEWER LINE. Standard Plate Library City of Monticello REVISION Title: Sanitary Clean -Out Date: 03-05 Plate No. Revised: 03 15 3006 — TEE AND BEND AEGALUG BEND WRAP PLUG WITH 4 MIL. POLY PLUG PLUG NOTES: NOTES: TYPE 433B OR APPROVED EQUAL 1. THRUST BLOCKING TO BE USED FOR BEND 22 1/2' OR APPROVED EQUAL' INVERT TO OUTLET. AND OVER. I PIPE SIZE I BEARING AREA REQUIRED. 6" 4.0 SQ FT I 2. THRUST BLOCKING SHALL ONLY BE USED WHERE 8" 6.0 SQ FT WORKING PRESSURES ARE LESS THAN 150 PSI. 10" - 12" 12.0 SQ FT 3. THRUST BLOCKS BEARING AREA TO BE POURED 16 20.0 SQ FT AGAINST UNDISTURBED SOIL. 4. POURED CONCRETE THRUST BLOCKING ALL MANHOLES WITHADJUSTING SHALL BE USED FOR 12" OR LARGER DIAMETER WATERMAIN RINGS 4. ALL PIPE JOINTS WITHIN 10 FT. OF A BEND SHALL BE RESTAINED USING TIE RODS SHALL BE 5' DIA (I.D.) .: 27" DIA Standard Plate Library City of Monticello Title: Blocking for Watermain Date: 03-05 Plate No. Revised: 03-17 2002 Q CASTING ADJUSTING RINGS 4" MIN 12" MAX STANDARD FRAME & COVER INSTALL INFRA SHIELD (OR APPROVED EQUAL) r ROADWAY SURFACE EXTERNAL CHIMNEY SEAL t SEE MnDOT STANDARD PLATE 4020 1 FOR COVER REQUIREMENTS WALL CONSTRUCTION SHALL BE CLASS II PRECAST PIPE, EXCEPT 48" DIA MAY BE ASTM C 478 CONCRETE PIPE. SEE MnDOT STANDARD o z 8" CAST -IN-PLACE CE PLATE 3000 (NO TONGUE OR GROOVE AT TOP P=M © CONCRETE OR BOTTOM OF THIS SECTION). CAST -IN-PLACE oN 4' TO 10' CONCRETE OR MASONRY CONSTRUCTION Y (BRICK OR BLOCK) ALLOWED ONLY IF APPROVED Z o z BY ENGINEER J � U) m CONCRETE DOGHOUSE REQUIRED ON OUTSIDE AND INSIDE OF STRUCTURE z AND PIPE CONNECTION <0 Q wn2 2 � Y r U M STRUCTURE - 8" POURED CONCRETE BASE, FOR ALTERNATE PRECAST CONCRETE BASE. SEE MnDOT STANDARD PLATE 4011 (MODIFY DIAMETER AND 2" RAISED AREA TO FIT REQUIRED DIAMETER. Q1 REFER TO STANDARD PLANS FOR HEIGHT AND DIAMETER REQUIRED. �2 MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS -I -PF (BY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA REGULATIONS AND SPACED 16" OC, [�3 MINIMUM STEEL REINFORCEMENT ® EQUIVALENT STEEL AREA IN WIRE MESH MAY BE USED O5 GENERAL DIMENSIONS FOR CONCRETE APPLY TO BRICK AND CONCRETE MASONRY UNIT CONSTRUCTION ALSO, EXCEPT AS NOTED. ® 12" MINIMUM FOR PRECAST, 3 BRICKS OR 1 BLOCK MINIMUM FOR MASONRY CONSTUCTION 0 REINFORCEMENT AS PER MnDOT SPEC 3301, GRADE 60. Standard Plate Library City of Monticello I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my direct supervision and that I TAE am a duly License Professio al Engineer under the laws of the State of M' nesot DRAWN BY: TAE UL CHECKED BY: Date 11/29/18 Lic. No. 23461 CJJ 8" MANHOLE MANHOLE OR PLASTERED OR CATCH EXTERIOR CATCH ' BASIN BASIN DIA DIA _ SEWER BRICK (MnDOT SPEC 3616) BLOCK MASONRY CONSTRUCTION Title: Standard Manhole for Storm Sewer Date: 03-05 Plate No. Revised: 4001 03-17 MEGALUG WATERh 8'X 12' INSULATION AT PIPE CROSSING 8'X 20' INSULATION \ FOR BOX SEE PLATE 2006 FOR DETAILS irk hm.. ALL PIPE JOINTS WITHIN 1 D' OF A BEND SHALL BE RESTRAINED USING TIE RODS. Standard Plate Library City of Monticello CASTING TO BE SET 0.10' BELOW GUTTER ELEVATION INSTALL INFRA SHIELD (OR APPROVED EQUAL) EXTERNAL CHIMNEY SEAL ADJUSTING RINGS 4" MIN - 12" MAX ENCASE WITH CONCRETE COLLAR Title: VARVES N Watermain Offset Date: 03-05 Plate No. Revised:2005 03_ 1 A 35-1/4" 43" �- CURB INLET FRAME AND CURB BOX STANDARD CASTING - NEENAH R -3067-V �{ MANHOLE COVER TO BE 48" DIA CRETEX TYPE II WITH 24"x 36" 6" OPENING *15" 1 24" 1 9" CONCRETE DOGHOUSE REQUIRED ON OUTSIDE AND INSIDE OF STRUCTURE *48"(-tYP) AND PIPE CONNECTION *DIMENSION VARIES BASED ON STRUCTURE DIAMETER I 1 RCP PIPE �( CONCRETE CATCH BASIN MANHOLE AND BASE TO BE CRETEX NOTES: TYPE 433B OR APPROVED EQUAL 1, BASE TO BE GROUTED TO FORM A SMOOTH OR APPROVED EQUAL' 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 LibraryCatch Basin Manhole City of Monticello Date: 03-05 Plate No. Revised:4003 03-17 Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com C STANDARD MANHOLE FOR SANITARY SEWER NO SCALE NOTES: 1� MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS -I -PF (BY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA REGULATIONS AND SPACED 16" OC. 02 IF DROP IS GREATER THAN 24" INCHES, USE OUTSIDE DROP. LAKE REGION RV LOT 1, BLOCK 1—GROVELAND FIFTH ADDITION Standard Plate Library City of Monticello PROPOSED GRADE Title: Standard Sanitary Manhole Date: 03-05 Plate No. Revised: 03-15 3001 1 NEENAH R-1975 1 CASTING OR APPROVED EQUAL SET CASTING ON 7" CONCRETE BLOCKS 6" PVC RISER CLEANOUT CASTING C3 NO SCALE DETAILS SHEET C3 CITY OF MONTICELLO, MINNESOTA C8 SHEETS 3395.09 CHIMNEY SEALS (INTERNAL OR EXTERNAL) CRETEX OR APPROVED EQUAL' STANDARD MANHOLE FRAME AND COVER GROUTING BETWEEN PIPE AND -� MANHOLE BARREL SHALL BE WITH NON -SHRINKING CEMENT ALL MANHOLES WITHADJUSTING RINGS INSIDE DROP SECTION MIN 4" -MAX 12" SHALL BE 5' DIA (I.D.) .: 27" DIA 0 C' I 8"$ MANHOLE SECTION TO BE; ASTM C-478 CLASS II CIRCULAR REINF LATEST REVISION W _ J 48" DIA ZE > USE R-2 JOINT FOR ll" ALL MANHOLE JOINTS ti m g STEPS AT > 16" OC � e" "CRE-SEAL","RESEAL", OR APPROVED EQUAL o PRECAST GASKET CONNECTION SHALL BE USED FOR CONNECTION PIPE TO MANHOLE J y VARIABLE a > MAX. 24" (2) L PRECAST BOTTOM SECTION `i`::.'`; , 6" MIN WITH INVERT #5 AT 12" OC EACH WAY STANDARD MANHOLE FOR SANITARY SEWER NO SCALE NOTES: 1� MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS -I -PF (BY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA REGULATIONS AND SPACED 16" OC. 02 IF DROP IS GREATER THAN 24" INCHES, USE OUTSIDE DROP. LAKE REGION RV LOT 1, BLOCK 1—GROVELAND FIFTH ADDITION Standard Plate Library City of Monticello PROPOSED GRADE Title: Standard Sanitary Manhole Date: 03-05 Plate No. Revised: 03-15 3001 1 NEENAH R-1975 1 CASTING OR APPROVED EQUAL SET CASTING ON 7" CONCRETE BLOCKS 6" PVC RISER CLEANOUT CASTING C3 NO SCALE DETAILS SHEET C3 CITY OF MONTICELLO, MINNESOTA C8 SHEETS 3395.09 CONCRETE TO BE POURED INTEGRALLY WITH CURB CONCRETE CURB AND GUTTER EXPANSION JOINTS A �3 B � e ° ° d , e. 5 e ° 18" e . d de° EXPANSION ° EXPANSION JOINTS LA JOINTS B618 CONCRETE CURB AND GUTTER i e e 7" MIN. a d , WIDTH VARIES SECTION B—B PLAN I/ARIAgLE "PER SIN 3/4 „ 1 18" 5' MIN. SECTION A—A Standard Plate Library City of Monticello Title: Commercial Driveway Entrance Date: 03-05 Plate No. Revised: 03 —15 5008 POLYESTER SLEEVE MANHOLE COVER ASSEMBLY MANHOLE , , 0 Ln 0) c� z I III z_ E CD CD - 0) 0) 0 LO 00 DATE F / N W Q 0 > U n o .. Gravel pads) MnDOT Class CA -15 or CA -25 Riprap Bedding Geotextile fabric Original grade SECTION B—B (not to scale) Geotextile fabric Ribbed or Corrugated steel plates Original SECTION A—A grade (not to scale) NOTES: C pize runoff to sediment \ /� Sediment Trapping Device trapping device 9 S Ribbed or Corrugated steel plates �B o/ o E o �E O �� 0 v o v v v aC w v G 2, �o > w w w DQv w Q v o v Ov v a ---------------- _y o -B 24' min. x % Slope away from Lij highway Match L< 50' min, or Right of Way Existing Grade PLAN Title: Commercial Gravel Standard Plate Library Construction Entrance A Cit of Monticello City Date: 06-14 Plate No. .i Revised: 03-15 6002 O FILTER ASSEMBLY ISOMETRIC VIEW IN-PLACE ELEVATION VIEW 1 STORM DRAIN INLET PROTECTION TYPE 1 O C4 PRE—CURB REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my direct supervision and that I TAE am a duly Licens d Profess, nal Engineer under the laws 588 SQ YD of the State of nneso• 3876 220 LBS/ACRE DRAWN BY: SEED MIXTURE 33-261 3876 35 LBS/ACRE TAE FERTILIZER TYPE 1 3881 300 LBS/ACRE 141 LBS STORM DRAIN INLET PROTECTION . JUGHUM N/A CHECKED BY: Date 11/29/18 Lic. No. 23461 CJJ EXISTING PAVED 12' MIN ROADWAY DISTURBED AREA, CONSTRUCTION SITE, STABILIZED STORAGE AREA OR STAGING AREA 00 ' ISTRUCTION MATS, WOVEN OR TRM .i0' MIN END OVERLAP 16' MIN RKVCM TRIM END OVERLAP WITH SPIKES OR STAKES STRAP CONNECTORS CONSTRUCTION MAT END OVERLAP INTERLOCK WITH STRAP CONNECTORS END OVERLAP\ J a U CL m O D D O I PAD AREA (ANY SIZES Standard Plate Library City of Monticello 2 STORM DRAIN INLET PROTECTION TYPE 202 C4 POST—CURB 3 LY SIDE OVERLAP ....................... Title: SIDE /OVERLAP Mud Mat Entrance Date: 06-14 Plate No. Revised: 06-14 6003 REFERENCE NOTES: 10 TYPE 1 INLET PROTECTION SHALL BE INSTALLED AS NECESSARY TO MINIMIZE PONDING OF WATER DURING CONSTRUCTION. WIMCO MODEL RD 23 IS SHOWN. (2) TYPE 2 INLET PROTECTION SHALL BE INSTALLED ON ALL CASTINGS RECEIVING RUNOFF FROM THE PROJECT AREA. WIMCO MODEL CG 3067 IS SHOWN. Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com LAKE REGION RV LOT 1, BLOCK 1—GROVELAND FIFTH ADDITION EROSION AND SEDIMENT CONTROL QUANTITIES DETAILS SHEET C4 CITY OF MONTICELLO, MINNESOTA C8 SHEETS 3395.09 MN/DOT APPLICATION APPROXIMATE ITEM SPECIFICATION RATE QUANTITY SOD TYPE LAWN 3878 N/A 588 SQ YD SEED MIXTURE 25-131 3876 220 LBS/ACRE 55 LBS SEED MIXTURE 33-261 3876 35 LBS/ACRE 8 LBS FERTILIZER TYPE 1 3881 300 LBS/ACRE 141 LBS STORM DRAIN INLET PROTECTION 2573 N/A 6 EACH SILT FENCE 3886 N/A 1389 LIN FT RANDOM RIPRAP CLASS II 3601 N/A 5 CU YD STABILIZED CONSTRUCTION ENTRANCE 2573 N/A 1 EACH DETAILS SHEET C4 CITY OF MONTICELLO, MINNESOTA C8 SHEETS 3395.09 .. 18" POLYPROPYLENE OR POLYETHYLENE (40 MIL. 1-1/2" WIDE STRAP TYP.) DOUBLE STRAND 14 GA. WIRE - 3' ® 120" INTERVAL (TYP.) TREE WRAP TO FIRST BRANCH TURNBUCKLE WITH DOUBLE STRAND 8' STEEL #14 GAUGE WIRE -3 PER TREE STAKE FINAL GRADE OF PLANT TO EQUAL ORIGINAL GRADE 4"-6" LAYER OF SHREDDED HARDWOOD MULCH IN SAUCER—EXTEND PAST STAKE 18" MIN. (( � f } L 2"x2"x30" STAKES SET 120" APART OUTSIDE THE BALL AT MAINTAIN ANGLE -3 PER TREE PEDESTAL OF UNDISTURBED SOIL BACKFILL WITH PLANTING SOIL NOTES: 1. TWO ALTERNATE METHODS OF TREE STAKING ARE SHOWN. 2. IT IS THE CONTRACTOR'S OPTION TO STAKE TREES; HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD. 3. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. 4. CONIFER TO HAVE SHREDDED HARDWOOD MULCH UNLESS OTHERWISE NOTED. 5. NO MULCH TO BE IN CONTACT WITH TRUNK. CONIFEROUS TREE PLANTING DETAIL 0 Ln / c� z w w z E� Qz Ln w r'-) / 0 Ln 00 �� DATE F / N w -Q 0 - U n D .. 8' STEEL STAKE 18" POLYPROPYLENE OR POLYETHYLENE (40 MIL. 1-1/2" WIDE STRAP TYP.) OUBLE STRAND 14 GA. WIRE -3' ® 120" JTERVAL (TYP.) REE WRAP TO FIRST BRANCH URNBUCKLE WITH DOUBLE STRAND 14 GAUGE WIRE -3 PER TREE "-6" LAYER OF SHREDDED HARDWOOD ULCH IN SAUCER—EXTEND PAST STAKE FINAL GRADE OF PLANT TO EQUAL ORIGINAL GRADE 24" MINjj l i 1 L 1 2"x2"x30" STAKES SET 120" 18" MIN. APART OUTSIDE THE BALL AT ANGLE -3 PER TREE MAINTAIN PEDESTAL OF UNDISTURBED SOIL BACKFILL WITH PLANTING SOIL NOTES: 1. TWO ALTERNATE METHODS OF TREE STAKING ARE SHOWN. 2. IT IS THE CONTRACTOR'S OPTION TO STAKE TREES: HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD. 3. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. DECIDUOUS TREE PLANTING DETAIL —6" LAYER OF SHREDDED HARDWOOD ILCH IN SAUCER—EXTEND PAST STAKE JAL GRADE OF PLANT TO UAL ORIGINAL GRADE BACKFILL WITH PLANTING SOIL MAINTAIN PEDESTAL OF UNDISTURBED SOIL G OF SHRUB IN BED TO TAKE PRECEDENCE OVER DIMENSION FROM EDGE NOTES: 1. HAND LOOSEN ROOTS OF CONTAINERIZED MATERIAL (TYP.). 2. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. SHRUB PLANTING DETAIL PLANTING DETAILS C5 REFERENCE NOTES: this plan, specification, or 10 SELECT GRADING MATERIAL SHALL BE ON SITE SUITABLE GRADING under my direct supervision MATERIAL WITH A UNIFIED SOIL CLASSIFICATION OF SP OR SP—SM. 02 COARSE FILTER AGGREGATE SHALL MEET THE REQUIREMENTS OF MN/DOT the laws SPEC. 3149.2H of the State of nneso" 03 PIPE SHALL BE PERFORATED PER AASHTO CLASS 2 PERFORATION PATTERNS. ® CONTRACTOR SHALL PROTECT THE INFILTRATION BASIN WITH 48" HIGH ORANGE SAFETY FENCE PRIOR TO THE START OF CONSTRUCTION. (3) CONSTRUCTION EQUIPMENT SHALL BE MINIMIZED OVER THE FOOTPRINT Date 11/29/18 OF THE BASIN. ONLY LOW PRESSURE, WIDE TRACKED EQUIPMENT SHALL 23461 BE USED FOR CONSTRUCTION. REVISION VARIES 3" s 3" °a ° a d JA ° — 6" CONCRETE WALK 6" CLASS 5 AGGREGATE BASE APPROVED SUBGRADE 2 PEDESTRIAN RAMP SECTION C5 N.T.S. TOP OF BASIN=953.4 4:1 MAX. --BOTTOM OF --RETAINING WALL BASIN=950.0 ;- _� - CONTRACTOR SHALL REMOVE ANY ORGANIC SOIL IN INFILTRATION BASIN AND REPLACE WITH SIMILAR NATIVE SANDS WITH UNITED SOIL CLASSIFICATION OF SP, SM OR SP—SM. COMPACTION SHALL BE MINIMIZED TO THE MAXIMUM EXTENT PRACTICAL. I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my direct supervision and that I TAE am a duly Licens d Profess nal Engineer under the laws of the State of nneso" DRAWN BY: TAE . JUCHUM CHECKED BY: Date 11/29/18 Lic. No. 23461 CJJ 3 C5 TOP OF UNDISTURBED SOILS —SCARIFY TOP 18" OF SOIL AFTER CONSTRUCTION IS COMPLETE INFILTRATION BASIN ®05 NO SCALE Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com \ COMPACTED SELECT GRADING MATERIAL 10 �� x ELEV=952.71 COARSE FILTER AGGREGATE �2 18" PERFORATED CORRUGATED POLYETHYLENE PIPE (3 ELEV=950.71 ELEV=950.21 ELEV=948.50 _60— f 699 BASIN BOTTOM ELEV=950.0 4 C5 24' FINAL GRADE 24" PERFORATED %jXjjj/Z%jPIPE RUOGATED POLYETHYLENE 24' 4' 56' INFILTRATION TRENCH NO SCALE CONCRETE FLUME 6 " VARIES 699 s 9T CONCRETE PAVEMENT SECTION CL, F 18" PERFORATED CORRUGATED POLYETHYLENE PIPE �3 ADS GEOSYNTHETIC 0601T NONWOVEN GEOTEXTILE OR APPROVED EQUAL. PLACED ON SIDES AND TOP ONLY. 1 #5 REBAR (38' LONG) I IrL IV GEOTEXTILE FILTER 5 C5 LAKE REGION RV LOT 1, BLOCK 1-GROVELAND FIFTH ADDITION SECTION B—B CONCRETE FLUME DETAIL NO SCALE DETAILS CITY OF MONTICELLO, MINNESOTA SHEET C5 C8 SHEETS 3395.09 0 LCA 0 z I w z_ E Qz Lr> w N-) / 0 Ln 0 N � Q 0 > n7 � j o .. r—SAWCUT AND REMOVE 953 4g 39 ER CONCRETE CURB AND 12 v' 94 NA 49 2q \ON P \N 949. 4 _95_4; — �ocP S GUTTER \Nv 934.344.28 R\M' 94224 �EooRo S�Ug,9 4319 v= s, 4g 9 S66 v\oN PER Jnr jNv;9q'8. OC F�\oN V �0C P , S RCP REC�R� _ — — -- — — — — — � 12 95266 6 — — —----_�_----__ — — R\M 948- 42° RCP > ./__-- 33' RCP-------- \ / 36" RCS , N' >�6 .>> >> >> > >> _ _>>� » » > �> 954 \ 4 , �» » » \ > 0 — — — > \Nv 938.9 g6 » C > > > > 1 �„ PVC > L'L^ // \�%92 12" PVC > U A�1-2- DIP CL ' I / 854_ CHELSEA ROAD — — N --- / ---- meg— — -- '855=� — - ,952=62 / .. - - \M _____________— _ ____ ___-----______--__- _ ____ _�=-- R ;948 — — — — — _ — Nd _ I \Nv > � P -BUR P -B JR UR P B NI It V= — BUR 949.37 00__— FN_V7 �_----- _ 942.0 r r r 944.0 �■ r r- r �i��-a i SAWCUT / SAWCUT / ! BITUMINOUS BITUMINOUS / II PAVEMENT PAVEMENT / / II 1 / —REMOVE / BITUMINOUS / / ( PAVEMENT I DATE REVISION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professio al Engineer under the laws of the State of Mi nesota, J CHUM Date 11/29/18, Lic. No. 23461 DESIGNED BY: TAE DRAWN BY: TAE CHECKED BY: CJJ C5 / C6 �40 � � I / ,CP / I i / II ----------------- 959— ---�---_960\ —----- Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com LAKE REGION RV LOT 1, BLOCK 1-GROVELAND FIFTH ADDITION LEGEND DRAINAGE ARROW EXISTING DRAINAGE DIVIDE GENERAL NOTES: 1. BASED ON THE WRIGHT COUNTY SOIL SURVEY, THE ONSITE SOILS CONSIST OF DORSET SANDY LOAM. 30 0 30 60 Now I SCALE IN FEET EXISTING TOPOGRAPHY SHEET AND REMOVALS PLAN C6 C8 CITY OF MONTICELLO, MINNESOTA SHEETS 3395.09 CONSTRUCT CONCRETE SEE 1 FOR- STORMWATER _ DRIVEWAY ENTRANCE PER C7 DISCHARGE TO CITY PLATE NO. 5008 ENTRANCE REGIONAL POND RA (800 FEET) 6" CONCRETE PEDESTRIAN J RAMP 05 J TRq�C > > > > > > > n >- > > S i \ \ � � --_--------_ 5 g I (CHEL- --- - - - -_---- - ---- ----- ---_ _ --- --- ---- _---_-_ - GL= I - ' 955.43 GL=955.01--,P-BUR ^ `J55- - °P R 955.94•6p o � 956- D �BBUR 95C _357 GL= 955.43 �i T-953.5 rn B-953.5 T-954.0 B-950.0 5 CY CLASS II RIPRAP OVER 45 SY TYPE IV GEOTEXTILE FILTER RETAINING WALL T-954.0 �954� B-950.0 ? M QD T-955.0 B-950.0 -955--- -9,5 55 -g5 T-956.0 B-950.0 T-956 5 LEGEND SILT FENCE PER 2 C2 DRAINAGE ARROW �✓ INLET PROTECTION DEVICE 0 PROPOSED DRAINAGE DIVIDE T-XXX.X TOP OF RETAINING WALL ELEVATION B-XXX.X GROUND ELEVATION AT BOTTOM OF RETAINING WALL GL=GUTTER LINE ELEVATION CONC= CONCRETE ELEVATION xxx.xx BIT= BITUMINOUS ELEVATION xxx.xx PROPOSED GUTTER LINE OR BITUMINOUS GRADE 6" CONCRETE '✓ � r L - '_ C.70 % 2.00 / � - -- � - L E E [ *r= PEDESTRIAN � � RAMP �5 / I GL=955.1 � � I ��� 9$6 _� GL= 954.79 °I� BIT=955.56 1 / - LOT SUMMARY �BIT-955.56 � - � - - 95� - - - I ^ � 53 (E.0.F.) THICKENED EDGE M ^ ^ ^ STABILIZED TOTAL AREA = 5.98 ACRES SIDEWALK SIDEWALK cv / 9S� ^ CONSTRUCTION EXISTING IMPERVIOUS AREA = 0.00 ACRES BIT- \ PER 3 959 12 CONC_959.30 I o I EXIT �2 PROPOSED IMPERVIOUS AREA = 4.60 ACRES GL= I C2 BIT=958.80 I i h^ 953.98�� ��9 --___ ± - I �/ INFILTRATION 9 T-954. B� J S9 '' --- -- -I TRENCH 3 5 _/ 0 sp B-954.0 TRUC 9 ` / ` _j 00 LUME R 5 CONC-_959.30 N rn GENERAL NOTES: T-955.0 B-950.0 C T-956.0 B-950.0 00 T-957.0 B-950.0 T-958. B-950. 55' 5 B-950.0 950 \ v w 952 � 954 \ 956 957.98 958- T-958.5'�95g.. - _ 0.4_ GL= B-958.5 _ - 959.51 - - -- ---958 ------- ---! � �T-958.5 -------_-_-__ _ -B-958.5 - __----------------_- -- _ _ - -_962- \ 964-----__ _-_-------- \\�� -- 966 ----�-,�,� � � X o 7-- B612 CONCRETE CURB- AND URB- AND GUTTER PER 0 L" MN/DOT STANDARD j PLATE 7100 (TYP.) 0 z w w z_ F CD - (_0 w 0 Ln cc � DATE N � o> U n o .. REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my direct supervision and that I TAE am a duly License Professio al Engineer under the laws of the State of Mi nesota DRAWN BY: TAE • _ J CHUM CHECKED BY: Date 1 1 /29/18 Lic. No. 23461 CJJ 2.40% BIT=-� 959.20 �1 / 2.00% BIT=099 - - 959.20 i GL= 956.81 1 1 BIT= 959.6C- rn LO rn BIT= 959.60 Now i 0.97% GL= ' / 958.30 ' 0.60% 959 - - - -959- - _ - 960 -962- GILLj - 9 1 30 0 30 60 SCALE IN FEET Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson-anderson.com X� 1. VERIFY BUILDING DIMENSIONS WITH ARCHITECTURAL PLANS. 2. DISTURBED AREAS SHALL BE STABILIZED WITHIN 7 DAYS OF ROUGH GRADING. 3. STREET SWEEPING MUST BE PERFORMED DAILY IF SEDIMENT IS TRACKED OUTSIDE THE CONSTRUCTION LIMITS OR ONTO ANY CITY STREETS. 4. THE CONTRACTOR MUST STABILIZE ALL EXPOSED SOIL AREAS (INCLUDING STOCKPILES). STABILIZATION MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION WHENEVER ANY CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING SEVEN CALENDAR DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN SEVEN CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. TEMPORARY SEEDING INFORMATION AND APPLICATION RATES ARE TABULATED ON SHEET C4. 5. SEE SHEET C8 FOR THE UTILITY AND PAVING PLAN. 6. CONTRACTOR SHALL DETERMINE A LOCATION FOR CONCRETE AND OTHER WASHOUT WASTE. A SIGN SHALL BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY THAT REQUIRES SITE PERSONNEL TO UTILIZE THE PROPER FACILITIES FOR DISPOSAL OF CONCRETE AND OTHER WASTES. 7. ALL RETAINING WALLS OVER 4 FEET IN HEIGHT SHALL BE DESIGNED BY A LICENSED ENGINEER. 8. SEE SHEET L1 FOR THE LANDSCAPE PLAN. REFERENCE NOTES: 10 INSTALL INLET PROTECTION DEVICES PER(-1-'ANDr2 AT ALL CATCH BASINS THAT MAY C4 KC4 RECEIVE STORMWATER RUNOFF FROM THE SITE. 02 PRIOR TO IMPORTING OR EXPORTING MATERIAL FROM THE SITE, CONTRACTOR SHALL CONSTRUCT A STABILIZED CONSTRUCTION ENTRANCE PER CITY STANDARD PLATE 6002 OR 6003. 03 CONSTRUCT INFILTRATION TRENCH PER r4CONTRACTOR SHALL MAKE SOIL CORRECTIONS C5 AS NECESSARY IN ORDER TO ACHIEVE THE DESIGN INFILTRATION RATE OF 0.70 INCHES PER HOUR. A DOUBLE RING INFILTROMETER TEST SHALL BE CONDUCTED DURING CONSTRUCTION AT THE INTERFACE OF THE AMENDED AND INSITU SOILS. RESULTS OF THE INFILTROMETER TEST SHALL BE PROVIDED TO THE CITY. ® CONSTRUCT INFILTRATION BASIN PER ( -3-' . C5 05 PEDESTRIAN RAMP SECTION SHALL BE PERr2 . C5 LAKE REGION RV LOT 1, BLOCK 1-GROVELAND FIFTH ADDITION GL=954.18 GL= - - GL=953.10 (MATCH EXISTING) 954.34 GL- (MATCH EXISTING) 953.73 CONC=955.02 CONC=955.12 �a �� CONC=954.08 C0NC=955.20 ��I ` / I`--- CONC=954]00 CON(=955.10 GL= � C0NC4954.12 � I 88 CONC=954.54 953.CONC=954.28 GL=954.48 j� GL= CONC=953.93 GL=954.92 J 954.04 GL -954.64 GL= ; GL= 955.22 L GL= 955.51 954.95 ENTRANCE GRADES C7 GRADING, DRAINAGE AND SHEET EROSION CONTROL PLAN C7 OF C8 CITY OF MONTICELLO, MINNESOTA SHEETS 3395.09 U) w D M 0 Ln c� z I w z F� Qz (-o % 0 Ln 0 0 � N w 0 U o .. 67LF CB/MH #3 24LF STM/MH #7 15 CONNECT TO 60" DIA. (R-3246) 21" RCP 60" DIA. (R-1733) _ R\M g 49,,5 EXISTING 24" PVC FL=955.51 C� 0.30% >, RCP /953/49 3 9493g SANITARY SEWER 10 @ 0.30/ 0 (E)INV=950.41 (E)INV5 950.34 v N 949.49 4 /g54/2� INV -944.00 �_ - G - P (W)INV=950.71 24LF 21 " RCP (W)INV=950.34 �_ � \Nv S w;934 344.29 R\S 942 24 DECOR (S)INV=950.71 (S)INV=950.21 Ug;g �9 �Nv= CONNECT TO - i s @ 0.30/ sl943 SUMP=946.41 a \ - - EXISTING STORM - �_ - - �M,�c�} 6� S ER i SEWER 3 CONNECT T0- 0- PER iN g4g P U \oN \j= \Nv;925 ��>� L = _ _ _ �ocP�\°S �� I NV=949.37 EXISTING = v �� cSRos J 12, ROP 66 > O --_=�= �E�---------------====WATERMAIN (5 N /= =-=�R� ____=-___=_==_===__-_==--==== U2= 06 \S ; , 48 . / 12 PVC » » _____------------ ------ 9 42" RCP / 6„ RCP >�>�6 » _ _ _ >> I/ 33" RCP - - \ 33" RCP 954;0 >> O >> >> > >> >> >> >> > �> >g5 _ >> > >> >> U - \N\I S, gag gb 6 B/T TR _ ANN 953�65 S - - ->%\Nv U925 > > > > 1 PVC / R\ ;g24.34 \ 12" PVC \ Nv g45.9 All -;_ g > LL^ > / > > \ I i/ I �� 12 DI / v A N I - I > I I� CHELSEA ROAD �� -----___________________________________ ===� =__- -- -_ _-=_=_==== __ RN�,9g862 CONNECT TO EXISTING STORM _ CNV- P -BUR -BJR P -BU aPBUR SEWER 03 N 947 31 0 = n _ a_ ' J - - - INV=947.31 V P -BUR 00 Q0 9LF 21" RCP 949. ° FO -BUR INV= ® 1.28% 0 944.0 STM/MH #8 ,�� 48" DIA. (R-1733) STM/MH #1 48" DIA. (R-1733) RIM=955.25 (NE)INV=950.70 (S)INV=950.70 SUMP=946.70 30LF (INC. RC APRON) - 21 " RCP ® 0.30% 21" RC APRON INV=950.61 DATE REVISION 75LF 21" RCP ® 0.30% 11 LF 21 " RCP ® 1.20% CB/MH #2 07 84" DIA. (R-3246 & R-1733) FL=955.01 (N)INV=947.44 (SW)INV=950.92 6"-45' \ DIP BEND/ 6" DIP WATERMAIN 6" GATE VALVE - AND BOX AND HYDRANT (2 STM/MH #6 72" DIA. (R-1733) 8" DIP WATERMAIN RIM=957.46 (N)INV=949.49 35LF 6" PVC (E)INV=950.91 _ ® 2.00% 8"X6" 6"-45° DIP TEE DIP BEND I I A CB #5 48" DIA. (R-3246) FL=957.31 INV=953.31 SUMP=949.31 I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my direct supervision and that I TAE Hakanson A am a duly License Professio al Engineer under the laws of the State of Mi nesota, DRAWN BY: Civil Engineers and Land Surveyors TAE 3601 Thurston Ave., Anoka, Minnesota 55303 J CHUM CHECKED BY: 763-427-5860 FAX 763-427-0520 Date 11/29/18 Lic. No. 23461 CJJ www.hakanson-anderson.com 70LF 6" PVC ® 5.53% (6" WYE �ONSTRUCT 3" CLEANOUT NV=950.57 'VC .00% F P YO 27LF 18" RCP ® 0.30% �- CB/MH #4 60LF 48" DIA. (R-3246) 18" PERF CPP FL=954.79 @ 0.00% ® (S)INV=950.79 -60LF (W)INV=950.79 24" PERF CPP SUMP=946.79 ® 0.00% 60LF 18" PERF CPP ® 0.00% SAN/MH #1 48" DIA. (R-1733) RIM=957.00 (N)INV=944.70 (S)INV=946.70 30 0 30 60 SCALE IN FEET RIM=954.95 (E)INV=950.71 (W)INV=950.41 (S)INV=950.71 CONSTRUCT INFILTRATION TRENCH PER 4 C5 LEGEND PROPOSED BITUMINOUS PAVEMENT PER � C2 Ia20go�y: 1 owl to] z14*aI=I1TI:IIV, 1: 1zI1 GENERAL NOTES: 1. MAINTAIN A MINIMUM OF 7.5 FEET OF COVER OVER THE WATERMAIN. WATERMAIN BLOCKING SHALL BE PER CITY PLATE NO. 2002. 2. ALL STORM SEWER STRUCTURES SHALL BE PRECAST CONCRETE SECTIONS PER MN/DOT STANDARD PLATE 4020 AND 4022. STRUCTURES SHALL BE CONSTRUCTED PER CITY STANDARD PLATES 4001 AND 4003. 3. SANITARY SEWER STRUCTURES SHALL BE CONSTRUCTED PER CITY PLATE NO. 3001. 4. PRIOR TO COMMENCEMENT OF THE UTILITY CONNECTIONS, CONTRACTOR SHALL OBTAIN A UTILITY EXCAVATION PERMIT FROM THE PUBLIC WORKS DEPARTMENT. 5. CORRUGATED POLYETHYLENE PIPE (CPP) SHALL MEET THE REQUIREMENTS OF AASHTO M294 AND DESIGN SECTION 18 OF THE AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES. CONNECTIONS SHALL BE MADE WITH BELL AND SPIGOT JOINTS. CLAMP -ON BANDS SHALL NOT BE ALLOWED. PIPE BEDDING SHALL BE PER THE MANUFACTURER'S RECOMMENDATION. 6. ALL DIP WAERMAIN PIPE SHALL BE CLASS 52. 7. ALL PVC SANITARY SEWER PIPE SHALL BE SDR 26. REFERENCE NOTES: 10 LOCATION AND INVERT OF SANITARY SEWER STUB SHALL BE VERIFIED AT THE START OF CONSTRUCTION. THE CITY OF MONTICELLO WILL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS INCURRED THAT ARE ASSOCIATED WITH VARIATIONS IN THE UTILITY AS -BUILT ELEVATIONS. 02 CONSTRUCT HYDRANT AND VALVE PER CITY PLATE NO. 2001. 03 FIELD VERIFY INVERT OF STORM SEWER AT THE START OF CONSTRUCTION. THE CITY OF MONTICELLO WILL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS INCURRED THAT ARE ASSOCIATED WITH VARIATIONS IN THE UTILITY AS -BUILT ELEVATIONS. (A)CONSTRUCT SEWER CLEANOUT PER CITY PLATE NO. 3006. CONSTRUCT CASTING OVER CLEANOUT IN PAVED AREAS PER 1 C3 �5 CONTRACTOR SHALL VERIFY LOCATION OF WATER SERVICE STUB AT THE START OF CONSTRUCTION. IF NECESSARY, LOWER WATERMAIN TO PROVIDE A MINIMUM OF 1.5 FEET OF SEPARATION BETWEEN THE WATERMAIN AND STORM SEWER. WATERMAIN LOWERING SHALL BE PER CITY PLATE NO. 2005. © STRUCTURE SHALL INCLUDE A CONCRETE WEIR PER(_4__. C2 U7 CONSTRUCT MANHOLE AND CONCRETE WEIR PER(_5_. TWO CASTINGS SHALL BE INSTALLED. C2 ® CAP END. �9 PVC PIPE SHALL BE C905 DR 18. LAKE REGION RV LOT 1, BLOCK 1-GROVELAND FIFTH ADDITION UTILITY AND PAVING PLAN SHEET C8 C8 CITY OF MONTICELLO, MINNESOTA SHEETS 3395.09 0 Ln z W W z_ E U Qz � w 0 Ln 0 o/ N LLJ 0 U n (D/ D • D PRS FOOD CHELSEA ROAD n h .n _ \ / 1 ===c-----_ _ _ _ _ _ _ _ _ _ _ _ _-----_ _ _—_ — -------- ---- W00� M I gN5 I 65 0 NO-, DATE REVISION gRONN\vR� gKU'4-4, BCH M O �, O�cH �0 My 00 Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 —111 www.hakanson—anderson.com SOD dr SOD ,I ROC�� M i � SEED I I RACK H MO�c i� I i I ' Di I i� i I I LAKE REGION RV LOT 1, BLOCK 1—GROVELAND FIFTH ADDITION REQUIRED PLANT MATERIALS 10 CALIPER INCHES OF TREES PER ACRE + 2 SHRUBS PER 10 L.F. OF BUILDING PERIMETER SITE AREA = 260,614 SF = 5.98 ACRES 10 X 5.98 = 59.8 CALIPER INCHES OF TREES ACTUAL BUILDING PERIMETER = 560 L.F. 560/10 = 56 X 2 = 112 SHRUBS RESIDENTIAL BUFFER PER 100 FEET 4 FT. BERM OR FENCE + 2 CALIPER INCHES OF CANOPY TREES + 16 CALIPER INCHES OF ORNAMENTAL TREES PROVIDED 60 CALIPER INCHES 678.7 L.F. OF BUFFER AREA 2 X 6.79 = 13.58 CALIPER INCHES OF CANOPY TREES 16 X 6.79 = 108.64 CALIPER INCHES OF ORNAMENTAL TREES 13.58 + 108.64 = 122?? CAGER INCHES OF TREE PLANT LIST: Site Plantings QTY. KEY BOTANICAL NAME TREES 6 SM Acer x freemanii 'Sienna' 9 CH Celtis occidentalis 5 BO Quercus macrocarpa 65 BHS Picea glauca 'Densata' 8 IL Syringa reticulata 'Ivory Silk' 182 CALIPER INCHES PROVIDED (182.0 REQUIRED) 601 Im 1 114 111 0.9 COMMON NAME 122 CALIPER INCHEa Sienna Glen Maple Common Hackberry Bur Oak Black Hills Spruce Ivory Silk Japanese Tree Lilac SIZE/ROOT 2 SJ Juniperus sabina 'Scandia' Scandia Juniper 5 Gal. Pot 6 BD Hemerocallis, 'Baja' Baja Daylily 1 Gal. Pot 40 PS Panicum virgatum 'Shenandoah' Purple Foliage Switch Grass 3 Gal. Pot 42 AWS Spiraea x bumalda 'Anthony Waterer' Anthony Waterer Spirea 2 Gal. Pot 23 DKL Syringa meyeri 'Palibin' Dwarf Korean Lilac 5 Gal. Pot 113 PROVIDED (112 REQUIRED) 10 B Accent Boulders 24"-30" Dia., set 1/3 into grade. Owner to select boulder type. SOD & SEED Sod area around trees, shrubs, and between walkway and along street frontage Seed the infiltration basin with seed mix MnDOT 33-261 or 35-221 or approved equivalent. Seed all remaining disturbed areas with a suitable seed mixture such as MnDOT 25-131 or equivalent. PLANTING NOTES: Contractor shall provide one year guarantee of all plant materials. The guarantee begins on the date of the Landscape Architect's written acceptance of the initial planting. Replacement plant materials shall also have a one year guarantee commencing upon planting. All plants to be northern—grown and hardy. Plants to be installed as per standard AAN planting practices. Use minimum 12" loam planting soil on trees and 6" on shrubs. Contractor shall verify locations with all utililies prior to installation of plants. Underground irrigation shall be provided for trees, shrubs, and sod areas. Staking of trees optional; reposition if not plumb after one year. Wrap all smooth—barked trees—fasten top and bottom. Remove by April 1. Open top of burlap on BB materials; remove pot on potted plants; split and break apart peat pots. Prune plants as necessary — per standard nursery practice. Owner shall be responsible for maintenance after acceptance of the work by the Owner. Plants shall be immediately planted upon arrival at site. Properly heel—in materials if necessary. All disturbed areas to be seeded or sodded unless otherwise noted. Sod shall be northern grown & hardy. Planting beds for shrubs shall have (4 oz. min.) weed barrier fabric, 4" — 5" of 1-1/2" washed River Rock mulch and 4" vertical (commercial grade) black poly edging. The edging shall be placed and staked with smooth curves. Double shredded dark brown hardwood mulch 4" deep shall be provided around all new trees and in areas shown on the plan. Infiltration pond shall be seeded down side slopes and including the bottom of the pond. The pond shall be seeded with MnDOT 33-261 mixture appropriate for the soil and water conditions. Seed shall be covered with an erosion matt to reduce seeds from moving prior to germination. No mulch is necessary. Field adjust tree and shrub locations to fit uility locations and any changes that may have occured to the site plan and/or grading plan. Construction and soil types to be determined by the site Engineer. See sheet C5 for planting details. 30 0 30 60 SCALE IN FEET BRODSHO CONSULTING Londwope N liftedun Site Planning 698 NORTHBRIDGE COURT EAGAN, MN 55123 PHONE: 651-688-8023 FAX: 651-994-4792 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed Landscape Architect under the laws of the State eoof Minnesota. REG. N0. 23849 DATE 11-26-18 LANDSCAPE PLAN SHEET L1 CITY OF MONTICELLO, MINNESOTA L1 SHEETS 3395.09 4 A3 i� 14'-0" ��'-O'� 14'-0" 7 3'-O" 12' 0 I I I I I I I I m I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L --------------- J L - - - - - - - - - - - - - J L - - - - - - - - - - - - - J ------------- 3V------------ 3V Z J W 2 N WA5H BAY' TOILET/ 1,810 5F SHOI�+VE STORAGE 555F O I 0 N SHOP 4,640 5F &' TO 10' HIGH WALL J O O I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 3 A3 150'-0" 14'-0" 71 11'-9 1/2" DELIVERY BAY 1,161 5F BREAKROOM 131 5F 46-0" PARTS d SERVICES 510 5F 14'-0" 3'-3"7t 14'-0" �'-O'6 14'-0" 03'-0"4, 12'-0" 96 5'-0" �0 14'-0" 5'-8" , 3'-4"7� 3'-2" ft 6'-4" 7� 7' 1 MAIN LF.\4(F.L FLOOR FLAN R1 1/8" = 1'-0" OFFICE 1 14'-0" 6-4" 8'-0" 7/1 9� 71 W I I W L — — — — — — — — — — — — — LI I WATERFALL WITH ROGK AND FOUNTAIN I PARTS 8 ACCE55ORIE5 6,651 5F 7' 7r III W � GU5TOMER WAIT N(5:: 155 SF I I I SALES MANAGER 113 SF T T T VESTIBULE 65 5F unl� LAJ a 29'-6" 14'-0" 6'-4" V-0" 6'-0" 40 a° d� 00,7' 7' 7 n rr-h itor-+c www.htg-architects.com Minneapolis Tampa Bismarck 9300 Hennepin Town Road Minneapolis, MN 55347 Tel: 952.278.8880 PROJECT M0NTICEL.L0 RV MONTICELLO, MINESOTA Kir"norn COMPANY GENERAL CONTRACTORS ISSUED SET 12-03-18 REVISIONS 2 DATE NO A3 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota Name 123456 Issue Date Reg No. Date MAIN LEVEL FLOOR PLAN Drawn By: AAT Checked By: TRM A 1 Project Number COPYRIGHT © HTG ARCHITECTS 4 A3 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L - - - - - - - - - - - - - - - J L - - - _ - - - _ - _ - - - J L - - _ - _ - _ - _ - _ - - J L - - - - _ - _ - _ - r 1 r 1 r 1 r I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I LL11 I I I I I I MEZZANINE LEVEL FLOOR PLAN A2 1/8" = 1'-0" MECHANICAL B STORAGE r 901 SF I I I I I I I I I I I I 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 a a o www.htg-architects.com Minneapolis Tampa Bismarck 9300 Hennepin Town Road Minneapolis, MN 55347 Tel: 952.278.8880 PROJECT MONTICELLO RV MONTICELLO, MINESOTA KInghorn COMPANY GENERAL CONTRACTORS ISSUED SET REVISIONS DATE NO 12-03-18 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota Name 123456 Issue Date Reg No. Date MEZZANINE FLOOR PLAN Drawn By: Authfobecked By: Checker A2 Project Number COPYRIGHT © HTG ARCHITECTS IREPI11I5X50 R PANEL. 'AR. MISX architects www.h tg-orchitects.com Minneapolis Tampa Bismarck F 9300 Hennepin Town Road Minneapolis, MN 55347 Tel: 952.278.8880 I SOUTH ELEVATION A3 1/6--1-0 NORTH ELEVATION N aum A3 va'-1'b' 4 A3 Ile. , t'o' AL PANEL APART nITH 514 C6.= 1wti' PROJECT cc. ,wro'Y PROJECT MONTICELLO RV MONTICELLO, MINESOTA Kinghorn GENERAL CONTRACTORS ISSUED SET 12-03-18 REVISIONS DATE NO I heareemymazth, A,n,Npalsn.,uon or mason w,a prepared by me o, under mydlreG sup isson and[hal amaduly Llemme ArcM1IttR under the laws ofthe some of Nimmons Name 123456 Issue Date Reg No. Date EXTERIOR ELEVATIONS Drawn By: AuOftecked By: Checker A3 Project NumCer COPYRIGHT 0 HTG ARCHITECTS PERSPECTIVE MONTICELLO RV Rl MONTICELLO, MINESOTA 12/03/18 Kin horn COMPANY GENERAL CONTRACTORS tTG hitects -- - - �- - - 1 - 6-16 1 rim u 1.1 1.9 _ �` *So.■+ { ® - , 5�1 .I - _ Ali '' 1 k;1.2 1.6 2.2 3.2 4.1 3.4 2.3 �_bq -' I � --� i -L- 1� 1 'L- L _ r� •'- .. .�La��. 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Watts Total Watts Filename L L0T4T160_D10 SINGLE 17037 17037 1.000 L0T4T160_D10 161.1 161.1 1127.7 LOT4T160 D10 - Cool - RAB02639MOD50.IES W WP3LED55 SINGLE 7026 7026 1.000 WP3LED55 57 57 399 WP3LED55D10 - Cool - RAB03125.IES Expanded Luminaire Location Summary LumNo Tag X Y 1 L 170.922 483.506 2 L 249.309 471.079 3 L 646.007 469.5 4 L 566.648 468.456 5 L 487.288 467.413 6 L 407.929 466.382 7 L 328.553 466.157 8 W 578.101 369.837 9 W 522.74 367.358 10 W 603.146 346.88 11 W 501.014 343.545 12 W 607.278 278.711 13 W 505.972 273.31 14 W 560.727 187.972 Total Quantity: 14 MTG HT Orient Tilt 25 260.991 0 25 260.991 0 25 270.754 0 25 270.754 0 25 270.744 0 25 270.744 0 25 266.711 0 18 91.636 0 18 91.636 0 18 3.772 0 18 183.133 0 18 3.772 0 18 183.133 0 18 272.693 0 NOTES: * The light loss factor (LLF) is a product of many variables, only lamp lumen depreciation (LLD) has been applied to the calculated results unless otherwise noted. The LLD is the result (quotient) of mean lumens / initial lumens per lamp manufacturers' specifications. * Illumination values shown (in footcandles) are the predicted results for planes of calculation either to the plane of calculation. * The calculated results of this lighting simulation represent an anticipated prediction of system performance. Actual measured results may vary from the anticipated performance and are subject to means and methods which are beyond the control of the designer. * Mounting height determination is job site specific, our lighting simulations assume a mounting height (insertion point of the luminaire symbol) to be taken at the top of the symbol for ceiling mounted luminaires and at the bottom of the symbol for all other luminaire mounting configurations. * RAB Lighting Inc. luminaire and product designs are protected under U.S. and International intellectual property laws. horizontal, vertical or inclined as designated in the calculation summary. 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Aro G� W Ei a 0 -.Ci ro Z O U) Q J 0 LL (D M 0- a) a 0 0 ry E LL W° IV OIM 2 0 U 0. z W m U) C. 0 00 a a Cl) z U) J 0 CL Q W z z 0 Cl) W D T W Z) z W a a z W x 0 wsb December 19, 2018 Ms. Angela Schumann Community Development Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Lakes Region RV Site Plan Review City Project No. 2018-047 WSB Project No. R-012967-000 Dear Ms. Schumann: We have reviewed the civil site plans and Stormwater Management Plan dated November 30, 2018 as prepared by Hakanson Anderson, and offer the following comments: Preliminary and Final Plat 1. Extend the drainage and utility easement over the entire infiltration basin on the west side of the site. Existing Topographv and Removals Plan 2. Expand the view of the existing contours for the property to the east to show the drainage patterns and how the proposed site will tie into the existing contours within the property. Grading. Drainage and Erosion Control Plan 3. Consider adding a separate site plan sheet to the plans depicting the drive aisle and parking areas dimensions, entrance width, and RV circulation patterns and turning templates. 4. The location of the proposed access appears to have adequate spacing from the existing accesses along Chelsea Road, based on the current uses. 5. The EOF for the infiltration basin should be reviewed. The EOF is shown through the parking lot at an elevation of 955.56; however, the top of wall elevation for the basin in the northwest corner is at elevation 953.5 and appears as though the EOF would flow off site to the west. It is recommended that the EOF be directed to Chelsea Road. 6. Grading in the northwest corner appears to be off the site. Please identify if permission from the adjacent property owner has been obtained for this. 7. Roof drainage and downspout locations should be shown on the grading plan. 8. Show the existing private utilities where grading is proposed to occur in the drainage and utility easement along Chelsea Road. Address any impacts to private utilities. 9. Add inlet protection on the north side of Chelsea Road. 10. Include silt fence along the south side of the trail to prevent sediment depositing on the trail. K:\012967-000\Admin\Docs\Ltr-a-schumann Lakes Region RV Review- 121818.docx Lake Region RV December 19, 2018 Page 2 11. Retaining walls over 4 feet in height require a railing at the top of the wall and shall be designed and certified by a licensed professional engineer. 12. All rip rap needs to be grouted and hand placed, per City specifications. 13. Grading, drainage, and erosion control shall comply with the City's zoning ordinance. See Chapter 4, Section 4.10 related to grading, drainage, stormwater management, and erosion control and the City's Design Manual, updated May 2017, located on the City's website, Engineering Department. Sanitary and Water Utilitv Plan 14. The applicant shall verify that a 6 -inch watermain extension will provide adequate pressure and fire flows to serve the building. 15. The building department will provide comments related to hydrant location for fire protection. 16. Provide an as -built utility plan once construction is complete. Stormwater Manaqement Plan 17. The proposed stormwater management for the site includes rate control at an offsite regional pond. Water quality/volume reduction is proposed through an on-site infiltration basin and underground infiltration trench. Pre-treatment is required for runoff entering an infiltration device. Pre-treatment is not provided for runoff that enters the basin in the concrete flume. It is recommended to move the location of the concrete flume to prevent short circuiting in the basin. 18. Both the infiltration basin and infiltration trench utilize the inlet as the outlet. This system is a short-circuiting design. It is recommended to separate the inlet and outlet pipes to prevent short circuiting. Additionally, all pond outlet structures are required to include a skimming device. 19. Depth to groundwater and bedrock must be confirmed in the proposed infiltration areas to ensure infiltration is not being proposed within 3 feet of the seasonally high-water table or bedrock. This information should be obtained from infiltration testing. Soil classifications from the investigation can be used for preliminary design purposes. Soil borings should extend to a minimum of 5 feet below the bottom of the infiltration basin. The lowest (i.e. most restrictive) infiltration rate within 5 feet shall be used for design purposes. Confirmation infiltration testing of the constructed systems will be required. 20. Soils that have infiltration rates greater than 8.3 inches per hour must be amended to slow the infiltration rate below 8.3 inches per hour, per the CSWGP. 21. An infiltration rate of 0.7 inches per hour has been assumed, which equates to an infiltration depth of 2.8 feet in 48 hours but should be verified with soil testing as described above. The basin depth of 1.9 feet will drawdown within 48 hours. The infiltration trench with a depth of 3.02 feet will not drawdown within 48 hours, therefore not meeting the City requirements. Lake Region RV December 19, 2018 Page 3 22. For the outlet elevation of 951.9 in the infiltration basin, the pond stage storage calculations indicate a volume of 13,634 cubic feet; however, the narrative indicates 13,859 cubic feet. Please correct this discrepancy. The volume of 4,546 cubic feet for the infiltration trench is consistent in the narrative and calculations. According to the calculations, 18,180 cubic feet of volume reduction is provided, which does not meet the required volume of 18,348 cubic feet. 23. Provide rational method calculations confirming adequacy of the storm sewer design for the 10 -year storm event and connection to the existing storm sewer system. Calculations should adhere to the following guidelines: a. The rational method runoff coefficient (c) is designated by land use and should be assigned a value no less than 0.7. b. Minimum allowable velocity in closed conduit = 3.0 fps c. Maximum allowable velocity in closed conduit = 12.0 fps 24. An NPDES/SDS Construction Storm Water General Permit (CSWGP) shall be provided with the grading permit or with the building permit application for review, prior to construction commencing. 25. A stormwater maintenance agreement will be required. A template will be provided to the applicant. HvdroCAD Model 26. Provide modeling calculations for the 10 -day snowmelt (7.2 inches) event and adjust HWL in ponds if needed. SWPPP 27. Sheet C4 seed mixes are permanent seed mixes. Include temporary stabilization measures and the estimated quantities (including temporary erosion control blanket and/or mulch) for all exposed areas. 28. Include erosion control blanket and/or mulch to seed stabilization measures (temporary and permanent). 29. Ensure areas to be stabilized with seed/fertilizer have either erosion control blanket or mulch application (with rates) associated with the stabilization measures. OTHER 30. Add a note that all construction shall conform to the City's General Specifications and Standard Detail Plates for Street and Utility Construction, dated April 2017, located on the City's website, Engineering Department. 31. A geotechnical report was provided to the City on December 18, 2018 and will be reviewed with the re -submittal of the plans. Lake Region RV December 19, 2018 Page 4 Please have the applicant provide a written response addressing the comments above. Please give me a call at 612-360-1304 if you have any questions or comments regarding this letter. Sincerely, WSB Shibani K. Bisson, PE Senior Project Manager City Council Agenda — 01/28/2019 2K. Consideration of a request for Map Amendment (Rezoning) from A -O (Agriculture — Open Space) to R-1 (Single Familv Residence) District, Final Stage Planned Unit Development, and Final Plat for Featherstone 4t" Addition, a 24 lot single-familv development. Applicant: Novak -Fleck Inc (Horst Graser) (NAC) Property: Legal: Outlot A, Featherstone Third Addition, according to the recorded plat thereof, Wright County, Minnesota. Together with: The West Half of the Southwest Quarter of the Northwest Quarter of Section 23, Township 121, Range 25, said Wright County. PID: 155-180-000010 & 155-500-232200 Planning Case Number: 2018-051 A. REFERENCE & BACKGROUND Request(s): Final Plat to create 24 single family lots and two outlots; Final Stage PUD; Rezoning to R-1, Single Family Deadline for Decision: March 2nd, 2019, extended for final plat and final stage PUD decision consideration. Land Use Designation: Places to Live Zoning Designation: Existing: A -O Agricultural Open Space District Proposed: R-1, Single Family Residence District The purpose of the "R-1" single family district is to provide for low density, single family, detached residential dwelling units and directly related complementary uses. Overlays/Environmental Regulations Applicable: NA Current Site Use: Agriculture Surrounding Land Uses: North: Agriculture/Single Family Residential East: Agriculture/Single Family Residential South: Agriculture West: Agriculture City Council Agenda — 01/28/2019 Project Description: The applicants are proposing to plat and rezone an additional 24 lots, continuing the development of the single-family portion of the Featherstone development. The preliminary plat and Development Stage PUD for Featherstone 4th Addition were approved in December, 2018. ANALYSIS Final Plat The final plat is consistent with the approved preliminary plat for 24 single family lots. The area of the developed portion of the plat is just over 16 acres (3.44 acres of which would be parkland in Outlot B). Outlot A of the 3rd Addition, currently a 77.5 acre outlot, would be reduced to approximately 60.7 acres and become Outlot A of the 4th Addition. The plat shows the required drainage and utility easements along the perimeter of all lots, in addition to covering the existing stormwater pond noted above. The detail shows the easements as 6 feet interior, and 12 feet along streets and at the perimeter of the plat, consistent with city requirements. Conservations easements are also required around the stormwater ponding area. The plat dedicates the required amount of right of way for the adjacent 85th Street and internal streets. The applicant has revised the preliminary plat documents to meet the Exhibit Z conditions, including the comments within the engineer's letter. Final Stage Planned Unit Development Council will recall that the planned unit development proposal for Featherstone 4th Addition is to continue the approvals applicable at the time of the original proposal. The PUD was treated as an additional process (but not a separate zoning district) allowing flexibility in development design. Featherstone proceeds under the original processing, with the R-1 standards applicable at the time of the original approval. The applicant has revised the plan documents to meet the Exhibit Z conditions associated with the Development Stage PUD, including the comments within the engineer's letter. Park Dedication. New park land dedication is included with this phase, an outlot (Outlot B) of approximately 3.45 acres. As noted with the preliminary plat consideration, the Parks Commission motioned to recommend parkland dedication of Outlot B as proposed, with the condition that the grading, utilities and pathway and sidewalk details are subject to the review and comment of the Parks Superintendent. Park dedication agreements from the original approval are also reiterated in the new Development Agreement covering the proposed 4th Addition. As a condition of plat approval, the applicant is required to provide a deed for Outlot B. Gradin -a & Utilities The applicant has addressed the comments outlined in the engineer's letter as related to grading and utilities to the satisfaction of the Engineering Department. OJI City Council Agenda — 01/28/2019 Rezonine As noted, the applicant is seeking rezoning of the site from A -O, Agricultural Open Space to R-1, Single Family Residence District. The subject area is guided "Places to Live", and the low-density, single family pattern is the long -planned -for use of the property. As part of the PUD consideration, the applicant has requested that the R-1 home design standards in place at the time of plat approval be allowed to continue with this plat. The development agreement reflects this allowance. To further clarify the rezoning action, City Council will note that only the areas proposed to be platted into lots and blocks and Outlot B (park outlot) are proposed to be rezoned to R-1 at this time. Outlot A will remain A -O. Development Agreement and Collector Road Improvements A development contract for the development has been prepared and is attached for council review and approval. The development agreement requires payment of development related charges, including trunk area charges. The agreement further specifies the required securities for the public improvements within the plat, as well as landscaping and grading and restoration of the plat site. Of special note is the development agreement language related to 85th Street, a collector street which lies along the southern border of the plat. In the past, Monticello has applied a road reconstruction charge in areas where plats have bordered rural section roadways. The reconstruction charge was based on the cost to improve the rural section to a complete urban section at a future time and was apportioned based on the linear feet of road fronting the development. The charge was applied at the time of final plat. However, in 2018, the Minnesota Supreme Court ruled in the Harstad v. Woodbury case that cities do not have statutory authority to impose fees for future road infrastructure improvements. In discussing this case further with the City Attorney, as well as discussing information gained from various informational sessions related to the case, staff's understanding is that cities have limited options related to financing of future infrastructure for these rural section roads. These include: 1) utilize the authority in Minnesota Statutes 429 to complete the improvements, assessing the cost of such improvements to benefitting property owners; 2) require the improvements determined necessary for the development to be completed with development by the developer; or 3) declare that the plat/development is premature. Specific to Featherstone, as the city has already annexed the entire area to be platted as Featherstone and approved a prior preliminary plat for the area, staff have agreed that the best course of action is to work with the developer to complete the necessary road improvements. These improvements along 85th Street recognize that the two lane road can accommodate the traffic volumes anticipated for the corridor, with some improvements for safety, without the need for an urban section reconstruction at this time. A transition rural section road design for collector routes such as Fallon, 85th, Edmonson, and Fenning has been developed by the Engineering Department. The 3 City Council Agenda — 01/28/2019 section detail, included in the supporting sata, requires grading of a wider shoulder, reconstruction of the ditch system for stormwater management, and grading of a 10' gravel trail section. This transition rural section provides the necessary safety and storm water improvements for the corridor, but does not require full reconstruction to an urban standard. Staff has met with the developer to discuss these improvements and it is the developer's request at this time to pay the estimated assessment amount for these improvements versus completing the improvements for the portion of 85th immediately adjacent to the developing area of the plat. The development agreement therefore reflects an assessment based on the estimated cost of the improvements to the transition rural design multiplied by the linear footage of the developing area of the plat. Long-term, staff will need to develop a methodology and plan for these collector routes in terms of necessary improvements and timing based on the specifics of each, the pavement management plan, and the capital improvement plan. Staff will also look at various funding alternatives, including franchise fees, State Aid, etc. A workshop on this item will be held on February 11, 2019 to further discuss and provide alternatives for consideration. The development agreement and finance plan for Featherstone provide for a credit for pathway construction through Outlot B, the park area to be dedicated with this plat. The credit is being applied with the plat, with the funding of the credit to come from the capital improvement fund. The development agreement for Featherstone 4th Addition also includes a proportionate share of the cost of the signal installation at 85th Street and TH25 and turn lane, completed with the most recent improvements to TH25 in the area. Previous correspondence with the property owner outlined the options for the assessment. The Featherstone 4th Addition development assessment amount is based on a formula which takes the final actual cost of the Gold Nugget share of the signal and turn lane, spreading it over the remaining acreage at Featherstone to develop a per acre rate, then pro -rating to the acreage specific to this development. As with prior residential development agreements, the developer has the option of allowing the development fees to be assessed. Terms and conditions for the assessments, as well as waiver of right to appeal, are included in the agreement. Other language standard to the City's development agreements is included in the agreement for Featherstone 4th Addition. B. ALTERNATIVE ACTIONS The Planning Commission held a hearing on the preliminary plat, development stage PUD and rezoning to R-1 for the proposed Featherstone 4th Addition. Council previously acted to approve the preliminary plat and development stage PUD. The decision for rezoning is now considered with the final plat and final stage PUD. Planning Commission recommends Alternative 1 for the rezoning, Decision #2. L! City Council Agenda — 01/28/2019 Decision 1. Final Plat and Development Contract 1. Motion to adopt Resolution No. 2019-10, approving the Final Plat and Development Contract for Featherstone 4th Addition, subject to the Conditions listed in Exhibit Z, and based on the findings in said resolution. 2. Motion to deny adoption of Resolution No. 2019-10, based on findings identified by the City Council. 3. Motion to table action on the resolution, subject to additional information as requested by the Council. Decision 2. Rezoning & Final Stage PUD Motion to adopt Ordinance No. 710 and Resolution 2019-11, approving the Rezoning from A -O, Agricultural Open Space to R-1, Single Family Residence District for the 24 single-family lots and Outlot B to be platted as Featherstone 4th Addition, based on the findings in Resolution No. 2019-11, and to approve the Final Stage PUD for Featherstone 4ffi Addition, subject to the conditions listed in Exhibit Z and based on findings in Resolution 2019-11. 2. Motion to deny adoption of Ordinance No. 710 and Resolution 2019-11, based on findings identified by the City Council. 3. Motion to table action on the resolution, subject to additional information as requested by the Council. C. STAFF RECOMMENDATION Staff recommends approval of Resolutions for Rezoning, Final Stage PUD, and Final Plat and development agreement, as stated in Alternative 1 for each decision. The proposed plat is consistent with the expectations of the original plat proposal for the area and City Comprehensive Plan, and all lots are consistent with the requirements of the current R-1 zoning district. The development agreement provides the necessary terms and conditions of the plat development, and outlines the responsibilities of the developer as related to 85th Street. D. SUPPORTING DATA A. Ordinance No. 710 B. Resolution 2019-10, Final Plat and Development Agreement C. Resolution 2019-11, Final Stage PUD and Rezoning D. Development Agreement — Featherstone 4th Addition E. Finance Plan — Featherstone 4th Addition F. Aerial Site Image G. Applicant Narrative H. Final Plat, Revised I. Preliminary Plat, Revised J. Grading Plan, Revised K. Utility Plans, Revised L. Landscaping Plan 5 City Council Agenda — 01/28/2019 M. City Engineer's Letter, November 28th, 2018 N. Comment Response Letter Z. Conditions of Approval EXHIBIT Z Conditions of Approval Final Plat, Rezoning and Final Stage PUD for Featherstone Wh Addition PID 155-246-000010; 155-500-232200 Outlot A, Featherstone 3r1 Addition 1. Future phases of development are subject to submission, review and approval for required applications, including, but not limited to, application for rezoning, preliminary and final plat and may be subject to submission, review and approval for required applications planned unit development or amendment to planned unit development as determined by the City. 2. The applicant shall enter into and record the required Development Agreement for the plat and development. 3. The applicant shall execute and record the required conservation easements. 4. The applicant shall provide a deed for Outlot B in favor of the City of Monticello in satisfaction of park dedication requirements. G ORDINANCE NO. 710 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING TITLE 10 OF THE MONTICELLO CITY CODE, KNOWN AS THE ZONING ORDINANCE, BY REZONING THE FOLLOWING PROPERTY FROM A -O, AGRICULTURAL OPEN SPACE DISTRICT TO R-1, SINGLE FAMILY RESIDENCE DISTRICT: FEATHERSTONE 4th ADDITION THE CITY COUNCIL OF THE CITY OF MONTICELLO HEREBY ORDAINS: Section 1. The zoning map of the City of Monticello is hereby amended to rezone the following described parcels from A -O, Agricultural Open Space to R-1, Single Family Residence District: PID NUMBERS: A portion of 155-246-000010; 155-500-232200 (See attached Legal Description) Section 2. The City Clerk is hereby directed to mark the official zoning map to reflect this ordinance. The map shall not be republished at this time. Section 3. The City Clerk is hereby directed to make the changes required by this Ordinance as part of the Official Monticello City Code, Title 10, Zoning Ordinance, and to renumber the tables and chapters accordingly as necessary to provide the intended effect of this Ordinance. The City Clerk is further directed to make necessary corrections to any internal citations that result from said renumbering process, provided that such changes retain the purpose and intent of the Zoning Ordinance as has been adopted. Section 5. This Ordinance shall take effect and be in full force from and after its passage and publication. The ordinance in its entirety and map shall be posted on the City website after publication. Copies of the complete Ordinance and map are available online and at Monticello City Hall for examination upon request. ADOPTED BY the Monticello City Council this 28th day of January, 2019. Brian Stumpf, Mayor ORDINANCE NO. 710 ATTEST: Jeff O'Neill, Administrator AYES: NAYS: ORDINANCE NO. 710 EXHIBIT A Area to be platted as Lots 1-9, Block 1, Lots 1-6, Block 2, Lots 1-3, Block 3, and Lots 1-6, Block 4, and Outlot B, Featherstone 4t' Addition. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2019-10 APPROVING FINAL PLAT AND DEVELOPMENT AGREEMENT FOR FEATHERSTONE 4th ADDITION WHEREAS, the Monticello Planning Commission held a public hearing on December 4th, 2019, for the consideration of the preliminary plat of the Featherstone 4th Addition; and WHEREAS, after taking public comment, the Planning Commission recommended approval of the preliminary plat of the Featherstone 4th Addition to the City Council; and WHEREAS, the Monticello City Council reviewed the recommendation of the Planning Commission and approved the preliminary plat of Featherstone 4th Addition on December 10th, 2019; and WHEREAS, the Monticello City Council reviewed the final plat of Featherstone 4th Addition on January 28th, 2019; and WHEAREAS, the preliminary and final plat for the Featherstone 4th Addition identifies the specific plans and uses for the proposed Featherstone 4th Addition NOW THEREFORE, BE IT RESOL VED BY THE CITY CO UNCIL OF MONTICELLO, MINNESOTA, that the final plat of the Featherstone 4th Addition, with drainage and utility easements and right of way as required, is hereby approved contingent upon meeting all conditions of the subdivision ordinance; and the following conditions: 1. Future phases of development are subject to submission, review and approval for required applications, including, but not limited to, application for rezoning, preliminary and final plat and may be subject to submission, review and approval for required applications planned unit development or amendment to planned unit development as determined by the City. 2. The applicant shall enter into and record the required Development Agreement for the plat and development. 3. The applicant shall execute and record the required conservation easements. 4. The applicant shall provide a deed for Outlot B in favor of the City of Monticello in satisfaction of park dedication requirements. BE IT FURTHER RESOLVED BY THE CITY COUNCIL OF MONTICELL0, MINNESOTA, that the document titled "Development Contract and Planned Unit Development and for Featherstone 4th Addition," with assignment of the specific terms and conditions for public improvements and the specific terms and conditions for plat development, is hereby approved. ADOPTED BY the Monticello City Council this 28th day of January, 2019. CITY OF MONTICELLO Brian Stumpf, Mayor ATTEST: Jeff O'Neill, City Administrator CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2019-11 APPROVAL OF A FINAL STAGE PLANNED UNIT DEVELOPMENT AND REZONING FOR FEATHERSTONE 4TH ADDITION, A 24 -LOT SINGLE FAMILY RESIDENTIAL PLAT WHEREAS, the applicant has submitted a request to rezone its property within PID Nos. 155-246-000010; 155-500-232200, to be platted as legally described on Exhibit A attached, from A -O, Agriculture Open Space to R-1, Single Family Residence District; and WHEREAS, the applicant concurrently proposes to develop the property for single family uses under the previously approved Planned Unit Development; and WHEREAS, the site is guided for residential uses under the label "Places to Live" in the City's Comprehensive Plan; and WHEREAS, the proposed PUD and rezoning, along with the companion Plat, are consistent with the long-term use and development of the property for residential uses; and WHEREAS, the Planning Commission held a public hearing on December 4th, 2018 on the Planned Unit Development and rezoning application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the City Council has considered all of the comments and the staff reports of the Planning Commission and City Council, which are incorporated by reference into the resolution; and NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF MONTICELLO, MINNESOTA, that the final stage Planned Unit Development of the Featherstone 4th Addition, and rezoning of the area to be platted as platted as Lots 1-9, Block 1, Lots 1-6, Block 2, Lots 1-3, Block 3, and Lots 1-6, Block 4, and Outlot B, Featherstone 4th Addition, is hereby approved contingent upon meeting all conditions of the subdivision ordinance; and the following conditions: 1. Future phases of development are subject to submission, review and approval for required applications, including, but not limited to, application for rezoning, preliminary and final plat and may be subject to submission, review and approval for required applications planned unit development or amendment to planned unit development as determined by the City. 2. The applicant shall enter into and record the required Development Agreement for the plat and planned unit development. 3. The applicant shall execute and record the required conservation easements. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2019-11 4. The applicant shall provide a deed for Outlot B in favor of the City of Monticello in satisfaction of park dedication requirements. ADOPTED BYthe Monticello City Council this 28th day of January, 2019. ATTEST: Jeff O'Neill, City Administrator 2 CITY OF MONTICELLO Brian Stumpf, Mayor CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2019-11 EXHIBIT A - REZONING Area to be platted as Lots 1-9, Block 1, Lots 1-6, Block 2, Lots 1-3, Block 3, and Lots 1-6, Block 4, and Outlot B, Featherstone 0 Addition. 3 (reserved for recording information) DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT (Developer Installed Improvements) FEATHERSTONE FOURTHADDinoN AGREEMENT dated January 14th, 2019, by and between the CITY OF MONTICELLO, a Minnesota municipal corporation ("City"), and GOLD NUGGET DEVELOPMENT INC, a Minnesota corporation (the "Developer"). REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat and Planned Unit Development approval for FEATHERSTONE FovRTHADDinoN (referred to in this Contract as the "plat" and the "Development"), a continuation of the single family portion of the Featherstone development. The Development consists of approximately 77.54 acres, for which the area of the 24 units will be rezoned from an Agricultural Open Space District to an R-1 single family district, and will accommodate 24 single family lots. The land is situated in the County of Wright, State of Minnesota, and is legally described on the attached Exhibit "A". 199972vl 2. CONDITIONS OF PLAT APPROVAL. The City hereby approves the plat on condition that the Developer enter into this Contract, furnish the security required by it, and record the plat with the County Recorder within 100 days after the City Council approves the final plat or the execution of this Contract, whichever occurs later. The City hereby grants approval to the Planned Unit Development provided the Development is consistent with the conditions of this Contract and the specific City conditions, requirements and PUD flexibility as set forth in City Resolution 2019-0N, adopted by the Monticello Council on January 28th, 2019, and subject to the conditions of Exhibit Z of the Staff Report dated January 28th, 2019. 3. RIGHT TO PROCEED. Within the plat or land to be platted, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security has been received by the City, 3) the plat has been submitted to the Wright County Recorder's Office, and 4) the City has issued a letter that all conditions have been satisfied and that the Developer may proceed. 4. PHASED DEVELOPMENT. A. If this plat is a phase of a multi -phased preliminary plat, the City may refuse to approve final plats of subsequent phases if the Developer has breached this Agreement and the breach has not been remedied. Development of subsequent phases may not proceed until the City approves Development Contracts for such phases. B. Future phases of development are subject to submission, review and approval for required applications, including, but not limited to, application for rezoning, preliminary and final plat and may be 2 199972v1 subject to submission, review and approval for required applications planned unit development or amendment to planned unit development as determined by the City. C. Future phases of development are subject to the requirements and standards of the zoning ordinance in place at the time of approval. 5. PRELIMINARY PLAT STATUS. If this Plat is a phase of a multi -phased preliminary plat, and the preliminary plat approval for all phases and outlots not final platted shall lapse and be void unless final platted into lots and blocks, not outlots, within three (3) years after preliminary plat approval as specified by state law. 6. CHANGES IN OFFICIAL CONTROLS. For two (2) years from the date of this Contract, no amendments to the City's Comprehensive Plan, or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent permitted by state law, the City may require compliance with any amendments to the City's Comprehensive Plan. 7. ZONING. Except as otherwise provided herein, the su )ject property shall be subject to the zoning regulations for the Planned Unit Development District and the requirements and standards of the R-1 (Single -Family Residence) District, in effect at the time the development stage planned unit development of Featherstone was approved in September 2003. If there is a conflict among these regulations, the conflict shall be resolved in the order listed below with item number one being primary: (1) Planned Unit Development Agreement [this document]. (2) Planned Unit Development Zoning District Regulations (3) R-1 Zoning District Regulations 8. CONDITION FOR SUBSEQUENT APPROVALS. No final plat for changes or amendments to this PUD Agreement shall be approved, nor shall construction commence for such 3 199972v1 additional land uses, until an amendment of the PUD Agreement is processed and approved, subject to the requirements of the Monticello Zoning and Subdivision Ordinances, including the submission of site and multi -family building plans, final grading and drainage plans, final utility plans, and final landscaping plans. 9. DEVELOPMENT PLANS. The plat shall be developed in accordance with the following plans. The plans shall not be attached to this Contract. With the exception of Plans A and B, the plans may be prepared, subject to City approval, after entering the Contract, but before commencement of any work in the plat. If the plans vary from the written terms of this Contract, the written terms shall control. The plans are: Plan A - Preliminary Plat Plan B - Final Plat Plan C - Site Plan Plan D - Final Grading, Development, and Erosion Control Plan Plan E - Plans and Specifications for Public Improvements Plan F - Street Lighting Plan Plan G - Landscape Plan 10. IMPROVEMENTS. The Developer shall install and pay for the following: A. Sanitary Sewer System B. Water System C. Storm Sewer System D. Streets and Sidewalk E. Concrete Curb and Gutter F. Street Lights 4 199972v1 G. Site Grading, Ponding, and Erosion Control H. Underground Utilities I. Setting of Iron Monuments Surveying and Staking K. Cluster Mailboxes L. Conservation Easement Posts The improvements shall be installed in accordance with the City subdivision ordinance; City standard specifications for utilities and street construction; and any other ordinances. The Developer shall submit plans and specifications which have been prepared by a registered professional engineer to the City for approval by the City Engineer. The City may, at the City's discretion and at the Developer's expense, have one or more City inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer, its contractors and subcontractors, shall follow all written instructions received from the City's inspectors subject to Developer's plans and specifications. The Developer or his engineer shall schedule a pre -construction meeting at a mutually agreeable time at the City Council chambers with all parties concerned, including the City staff, to review the program for the cons -,ruction work. Within thirty (30) days after the completion of the improvements and before the security is released, the Developer shall supply the City with a complete set of reproducible "as constructed" plans, an electronic file of the "as constructed" plans in an auto CAD.DWG file or a .DXF file, and two complete sets of blue line "as constructed" plans, all prepared in accordance with City standards. In accordance with Minnesota Statutes 505.021, the final placement of iron monuments for all lot corners must be completed before the applicable security is released. The Developer's surveyor shall also submit a written notice to the City certifying that the monuments have been installed. 199972v1 11. DESIGN STANDARDS. The applicable Planned Unit Development Zoning District Regulations are equal to those set forth in the R-1 Zoning District Regulation. 12. PERMITS. The Developer shall obtain or require its contractors and subcontractors to obtain all necessary permits, including but not limited to: • Wright County for County Road Access and Work in County Rights -of -Way • Wright County Soil Conservation District • MnDot for State Highway Access • Minnesota Department of Health for Watermains • NPDES Permit for Stormwater Connections • MPCA for Sanitary Sewer and Hazardous Material Removal and Disposal • DNR for Dewatering • City of Monticello for Building Permits 13. DEWATERING. Due to the variable nature of groundwater levels and stormwater flows, it will be the Developer's and the Developer's contractors and subcontractors responsibility to satisfy themselves with regard to the elevation of groundwater in the area and the level of effort needed to perform dewatering and storm flow routing operations. All dewatering shall be in accordance with all applicable county, state, and federal rules and regulations. DNR regulations regarding appropriations permits shall also be strictly followed. 14. TIME OF PERFORMANCE. The Developer shall install all required public improvements by August 30, of the year following the year of recording of the final plat with the exception of the final wear course of asphalt on streets. The final wear course on streets shall be installed by October 15th of the year following installation of improvements, at the direction and in the discretion of the City Engineer. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. Paving of the public streets shall be in conformance with the most current City of Monticello General Specifications and Standard Detail Plans. 6 199972v1 15. LICENSE. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the platted property to perform all work and inspections deemed appropriate by the City in conjunction with plat development. 16. EROSION CONTROL AND STORM WATER CONTROL. Prior to initiating site grading, the erosion control plan, Plan B, shall be implemented by the Developer and inspected and approved by the City. The City may impose additional erosion control and storm water requirements if reasonably required. All areas disturbed by the excavation and backfilling operations shall be restored as identified in the Construction Stormwater General Permit/SWPPP, 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 to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may provide Developer with written notice of default. If the Developer does not cure the default within two (2) 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 will not affect the Developer's and City's rights or obligations hereunder. If the Developer does not reimburse the City for any cost the City incurred for such work within ten (10) days, the City may draw down the letter of credit to pay any costs. No development, utility or street construction will be allowed and no building permits will be issued unless the plat is in full compliance with the approved erosion control plan and storm water control measures are in place. 7 199972v1 17. GRADING PLAN AND CERTIFICATION. The plat shall be graded in accordance with the approved grading plan, stormwater control measures and erosion control plan as set forth in Plan "D". The plan shall conform to the most current City of Monticello General Specifications and Standard Detail Plates. Within thirty (30) days after completion of the grading and before the City approves individual building permits (except as permitted by this agreement or the Building Official), the Developer shall provide the City with an "as constructed" grading plan certified by a registered land surveyor or engineer that all ponds, swales, and ditches have been constructed on public easements or land owned by the City. Additionally, the "as constructed" grading plan will include a certification that the grading following construction activities has been undisturbed or has been returned to the state required in the grading plan. The "as constructed" plan shall include field verified elevations of the following: a) cross sections of ponds; b) location and elevations along all swales, wetlands, wetland mitigation areas if any, ditches, locations and dimensions of borrow areas/stockpiles, and installed "conservation area" posts; and c) lot corner elevations, and building pads. The City will withhold issuance of building permits until the approved certified grading plan is on file with the City and all erosion control measures are in place as determined by the City Engineer. The Developer certifies to the City that all lots with building footings placed on fill have been monitored and constructed to meet or exceed applicable specifications. 18. CLEAN UP. The Developer shall clean dirt and debris from streets that has resulted from construction work by the Developer, home builders, subcontractors, their agents or assigns. Prior to any construction in the plat, the Developer shall identify in writing a responsible party and schedule for erosion control, street cleaning, and street sweeping. The Developer shall pay a penalty of $100.00 a day for each calendar day that the streets are not cleaned in accordance with this paragraph. If the Developer repeatedly fails to clean streets in accordance with this paragraph, the City may, in its discretion, perform 199972v1 the work or contract to have the work completed and bill the costs to the Developer. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. If the Developer does not reimburse the City for any cost the City incurred for such work within ten (10) days from the date notice of the amount owed to the City is mailed, the City may draw down the Irrevocable Letter of Credit to pay any costs. No development, utility or street construction will be allowed and no building permits will be issued unless the Plat is in full compliance with the requirements of this Paragraph. 19. OWNERSHIP OF IMPROVEMENTS. Upon completion of the work and construction required by this Contract, the improvements lying within public easements shall become City property without further notice or action. 20. CITY ENGINEERING ADMINISTRATION AND CONSTRUCTION OBSERVATION. A. The Developer shall pay a fee for the City's engineering administration as related to the Public Improvements. City engineering administration will include monitoring of construction observation related to Public Improvements, consultation with Developer and its engineer on status or problems regarding the project, coordination for final inspection and acceptance, project monitoring during the warranty period, and processing of requests for reduction in security. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be four percent (4.0%), of the estimated construction cost of the Public Improvements, assuming normal construction and project scheduling. Developer will provide a $31,529.50 escrow, which is separate and in addition to any other escrow funds for this Development, to pay the fees owed to the City under this Section. The Developer shall pay for construction observation performed by the City's consulting engineer. Construction observation shall include part or full-time inspection of proposed public utilities and will be billed on standard hourly rates 9 199972v1 per City's adopted fee schedule. The cost of the construction observation is included in the four (4%) estimate. B. The Developer shall pay a fee for the City's engineering administration as related to grading and restoration of the subject property. City engineering administration will include monitoring of construction observation related to grading and restoration of the site, consultation with Developer and his engineer on status or problems regarding the project, coordination for final inspection and acceptance, and processing of requests for reduction in security. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be three percent (3.0%), of the estimated construction cost of the subject property grading and restoration cost, assuming normal construction and project scheduling. Developer will provide a $4,022.61 escrow, which is separate and in addition to any other escrow funds for this Development. The Developer shall pay for construction observation performed by the City's consulting engineer. Construction observation shall include part or full-time inspection of proposed public utilities and will be billed on standard hourly rates per City's adopted fee schedule. C. The fees owed by the Developer to the City under this Section shall be paid from the escrows amounts. Any amounts not ut lized from the escrow account shall be re urned to the Developer when all the Development has been completed in accordance with this Agreement. If additional escrow amounts are required for such costs incurred beyond the escrow deposit, the Developer shall be billed directly for such costs and there shall be no issuance of occupancy permits until all such obligations have been fully paid. 21. CITY PLANNING, LEGAL AND ADMINISTRATION. A. The Developer shall submit an escrow deposit for fees for City staff administration relating to processing of the Plat and associated administration. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be two percent (2.0%) of the estimated construction cost of the Public Improvements, assuming normal construction and project scheduling. Developer will provide a $15,764.75 escrow, which is separate and in addition to any other escrow funds for this 10 199972v1 Development. This amount is subject to reconciliation based on actual costs at the completion of the project. B. The Developer shall submit an escrow deposit for fees relating to City planning -related expenses associated with the Plat development. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be two percent (2.0%) of the estimated construction cost of the Public Improvements, assuming normal construction and project scheduling. Developer will provide a $15,764.75 escrow, which is separate and in addition to any other escrow funds for this Development. This amount is subject to reconciliation based on actual costs at the completion of the project. C. The Developer shall submit an escrow deposit for fees relating to City legal -related expenses associated with the Plat development. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be two percent (2.0%) of the estimated construction cost of the Public Improvements, assuming normal construction and project scheduling. Developer will provide a $15,764.75 escrow, which is separate and in addition to any other escrow funds for this Development. This amount is subject to reconciliation based on actual costs at the completion of the project. D. The fees owed by the Developer to the City under this Section shall be paid from the escrows amounts. Any amounts not utilized from the escrow account shall be returned to the Developer when all the Development has been completed in accordance with this Agreement. If additional escrow amounts are required for such costs incurred beyond the escrow deposit, the Developer shall be billed directly for such costs and there shall be no issuance of occupancy permits until all such obligations have been fully paid. 22. CLAIMS. In the event that the City receives claims from labor, materialmen, or others that work required by this Contract has been performed, the sums due them have not been paid, and the laborers, materialmen, or others are seeking payment from the City, the Developer hereby authorizes the City to commence an Interpleader action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the 11 199972v1 District Courts, to draw upon the letters of credit in an amount up to 125 percent of the claim(s) and deposit the funds in compliance with the Rule, and upon such deposit, the Developer shall release, discharge, and dismiss the City from any further proceedings as it pertains to the letters of credit deposited with the District Court, except that the Court shall retain jurisdiction to determine attorneys' fees pursuant to this Contract. 23. STORM SEWER AREA CHARGE. The Development is subject to a storm sewer area charge of $39,053.00. The area charge is based on the gross area of the final plat less any area credit for pond area, and not including parkland dedication area or right of way area, and is calculated as follows: 8.78 acres x $3,985.00/acre = $34,988.30 Storm Sewer Alternate Ponding charges are not applicable to this phase. The total storm sewer area charge for the Development shall be assessed against the property if not paid by the Developer in cash at the time of final plat approval at Developer's option. If assessed, an interest rate of 2.0% over prime as published in the Wall Street Journal at the time of assessment per annum on the remaining principal balance each year shall apply. [See Paragraph 31(D).] 24. SANITARY SEWER AREA CHARGE. The Development is subject to a sanitary sewer area charge of $35,712.00. The area charge is based on the gross area of the final plat and is calculated as follows: 24 units x $1,488.00/residential unit = $35,712.00 The Developer shall be assessed or shall pay the sanitary sewer area charge in cash at the time of final plat approval at developer's option. If assessed, an interest rate of 2.0% over prime as published in the Wall Street Journal at the time of assessment per annum on the remaining principal balance each year shall apply. [See Paragraph 31(D).] 12 199972v1 25. WATER MAIN AREA CHARGE. The Development is subject to a water main area charge of $26,472.00. The area charge is based on the gross area of the final plat and is calculated as follows: 24 units x $1,103.00/residential unit = $26,472.00 The Developer shall be assessed or shall pay the sanitary sewer area charge in cash at the time of final plat approval at Developer's option. If assessed, an interest rate of 2.0% over prime as published in the Wall Street Journal at the time of assessment per annum on the remaining principal balance each year shall apply. [See Paragraph 31(D).] 26. PARK DEDICATION AND TRAILS. A. This Development is subject to park dedication requirements. Developer agrees to provide a warranty deed to the proposed Outlot B of Featherstone 4th Addition, totaling 3.45 acres, in satisfaction of park dedication requirements for this phase of development. B. Developer agrees to abide by the park dedication agreements from the original approval of Featherstone Addition, dated June 9th, 2003 and agrees that Park Dedication requirements shall be calculated for each future phase and included in the Development Agreement for future phases such that the park dedication requirements of the City will be met. C. The Developer is required to abide by the recorded Amendment to Featherstone Second Addition, recorded as document number A1351929, which provides for future park dedication as applicable by phase. D. The Developer will construct the planned paved pathway section through Outlot B. The Developer will grade, establish subgrade and pave a 10' pathway of approximately 850 linear feet. The City will credit an amount of $22,448.50 for this improvement, based on the aggregate base and pavement cost. This is an estimate of construction cost and the estimated amount will be credited at the time of plat 13 199972v1 against the applicable area charges for the development. The final credit will be based on the amount of the actual construction cost, which will be reconciled prior to final project acceptance for warranty. 27. SPECIAL PROVISIONS. The following special provisions shall apply to plat development: A. Implementation of the recommendations listed in the Monticello Resolution 2019-0m, dated January 18th, 2019. B. Implementation of the recommendations listed in the City Engineer's Report dated November 28th, 2018. C. Developer is subject to an assessment of $5,948.66 (calculated as 13.4acres at $444 per acre) relating to street improvement costs and the installation of the traffic control system for Trunk Highway 25 / 85th Street signal and turn lane per the Public Improvement and Special Assessment Agreement between the City of Monticello and Gold Nugget Development, Inc. [See Paragraph 31(D).] D. Developer has agreed to pay an assessment of $39, 915.60 in lieu of constructing the typical rural section and trail design standard for frontage along 85th Street NE. [See Paragraph 31(D).] E. Prior to City Council approval of the final plat, the Developer shall furnish a boundary survey of the proposed property to be platted with all property corner monumentation in place and marked with lath and a flag. Any encroachments on or adjacent to the property shall be noted on the survey. The Developer shall post a $7,200.00 security for the final placement of interior subdivision iron monuments at property corners. The security was calculated as follows: 24 units at $300.00 per unit. The security will be held by the City until the Developer's land surveyor certifies that all irons have been set following site grading and utility and street construction. In addition, the certificate of survey must also include a certification that all irons for a specific lot have either been found or set prior to the issuance of a building permit for that lot. 14 199972v1 F. The Developer is required to submit the final plat and construction plans in electronic format. The electronic format shall be either AutoCAD.DWG file or a .DXF file. All construction record drawings (e.g., grading, utilities, and streets) shall be in electronic fonnat in accordance with standard City specifications. 28. SUMMARY OF SECURITY REQUIREMENTS. A. To guarantee compliance with the terms of this agreement, payment of real estate taxes including interest and penalties, payment of special assessments, payment of the costs of all public improvements, and construction of all public improvements, the Developer shall furnish the City with a cash deposit or letter of credit in the form attached hereto, from a bank ("security") for $994,296.94 plus a cash fee of $84,286.37 for City engineering, expenses and administration. The cash deposit submitted shall not accrue interest. The amount of the security was calculated as follows: CONSTRUCTION COSTS: Sanitary Sewer $ 99,196.00 Watermain $160,429.50 Storm Sewer/Draintile/Infiltration Basin $148,063.00 Roads, Street Signs, Driveways, Sidewalks/Trails $371,649.05 Lighting, Mailboxes $ 8,900.00 CONSTRUCTION SUB -TOTAL (ESTIMATED) $788,237.55 OTHER COSTS: Lot Corners/Iron Monuments $ 7,200.00 TOTAL COSTS $795,437.55 TOTAL SECURITIES: Total Costs X 125% $994,296.94 This breakdown is for historical reference; it is not a restriction on the use of the security. The bank shall be subject to the approval of the City Administrator. The security shall be for a term ending when maintenance bond is posted. Individual security instruments may be for shorter terms provided they are automatically renewed on an annual basis until expiration. The City may draw down the security with 30 15 199972v1 days written notice to Developer, for any violation of the terms of this Contract or if the security is allowed to lapse prior to the end of the required term. If the required public improvements are not completed at least thirty (30) days prior to the renewal of the security, the City may also draw it down. If the security is drawn down, the proceeds shall be used to cure the default. Upon receipt of proof satisfactory to the City that work has been completed and financial obligations to the City have been satisfied, with City approval the security may be reduced from time to time by ninety percent (90%) of the financial obligations that have been satisfied. Ten percent (10%) of the amounts certified by the Developer's engineer shall be retained as security until all improvements have been completed, all financial obligations to the City satisfied, the required "as constructed" plans have been received by the City, a warranty security is provided, and the public improvements are accepted by the City Council. The City standard specifications for utilities and street construction outline procedures for security reductions. B. To guarantee the completion of subject property landscaping improvements in compliance with approved Plan "G", individual securities will be required by lot if the required landscaping has not been installed at the time of certificate of occupancy for each. The security shall be held for two complete growing seasons after installation of landscaping materials to guarantee compliance with City landscaping standards. C. The Developer shall furnish the City with Security in the amount of $84,600 to guarantee grading of the subject property in compliance with approved Plan "D". Plan "D" illustrates the grading of 23.2 acres within the plat. D. The Developer shall furnish the City with Security for $800.00 to guarantee the installation of the conservation easement posts in accordance with current City standards. 16 199972v1 29. SUMMARY OF CASH REQUIREMENTS. The following is a summary of the cash requirements under this Contract which must be furnished to the City prior to the time of final plat approval: Legal (2%) Planning (2%) Engineering and Inspection: Grading and Restoration (3%) Streets and Utilities (4%) GPS Locate Administrative Fees for City Overhead (2%) Total Cash Requirement * Fees reconciled to actual expenses at close of project. $ 15,764.75* $ 15,764.75* $ 4,022.61 * $ 31,529.50* $ 1,440.00* $ 15.764.75* $ 841286.37 30. WARRANTY. The Developer warrants all improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. The warranty period for streets, sidewalks and underground utilities is two years and shall commence following completion and acceptance by City Council. The Developer or its Contractors shall post maintenance bonds in the amount of twenty-five percent (25%) of final certified construction costs to secure the warranties. Maintenance Bonds of the prime contractor may be accepted subject to City approval. The City shall retain ten percent (10%) of the security posted by the Developer until the maintenance bonds are furnished the City or until the warranty period expires, whichever first occurs. The retainage may be used to pay for warranty work. 31. RESPONSIBILITY FOR COSTS. A. Except as otherwise specified herein, the Developer shall pay all actual costs incurred by it or the City in conjunction with the development of the plat, including but not limited to Soil and Water Conservation District charges, legal, planning, engineering and inspection expenses incurred in connection with approval and acceptance of the plat, the preparation of this Contract, review of 17 199972v1 construction plans and documents, and all costs and expenses incurred by the City in monitoring and inspecting development of the plat. The Developer shall deposit with the City the amount set forth in Section 29 to be used for the payment of these fees and enforcement fees. If the amount in the deposit account drops below 15% of the initial amount, the Developer will make additional deposits in amounts set by the City. At the completion of the project and following payment of all expenses related to the project, the City shall return the remaining deposit funds to the Developer. B. The Developer shall hold the City and its officers, employees, and agents harmless from claims made by it and third parties for damages sustained or costs incurred resulting from plat approval and development. The Developer shall indemnify the City and its officers, employees, and agents for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including reasonable attorneys' fees and costs. C. The Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. D. The Developer shall pay, or cause to be paid when due, and in any event before any penalty is attached, all special assessments referred to in this Contract. The Developer hereby waives all assessment notice and hearing requirements. If the Developer elects to have the charges set forth in this contract assessed to the properties herein, the assessment shall be payable in equal installments over a ten- year period, plus interest of 2.0% over prime as published in the Wall Street Journal at the time of assessment per annum on the remaining principal balance each year. Interest will begin to accrue on the principal balance commencing on the date of final plat approval by the City of Monticello. Assessments shall be allocated on a per lot basis over 24 units. E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. If the bills are not paid on time, the City may halt 18 199972v1 plat development and construction until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of eighteen percent (18%) per year. F. In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as but not limited to sewer availability charges ("SAC"), City water connection charges, City sewer connection charges, and building permit fees. G. If the Developer is dedicating property to the City to satisfy Park Dedication requirements, separate legal descriptions shall be developed for these properties and quitclaim deeds shall be executed for each of the transactions. The Developer agrees to pay all real estate taxes due or payable on outlots transferred to the City for the period up to the time the outlots become tax exempt. 31. DEVELOPER'S DEFAULT. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer, except in an emergency as determined by the City, is first given notice of the work in default, not less than forty- eight (48) hours in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 19 199972v1 32. MISCELLANEOUS. A. The Developer represents to the City that the plat complies with all city, county, metropolitan, state, and federal laws and regulations, including but not limited to: subdivision ordinances, zoning ordinances, and environmental regulations. If the plat ceases to comply with county, metropolitan, state and federal laws and regulations, the City may, at its option, refuse to allow construction or development work in the plat until the Developer does comply. Upon the City's demand, the Developer shall cease work until there is compliance. B. Third parties shall have no recourse against the City under this Contract. C. Breach of the terms of this Contract by the Developer shall be grounds for denial of building permits, including lots sold to third parties. D. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. E. Grading, curbing, and one lift of asphalt shall be installed on all public streets prior to issuance of building permits, with the exception of two single family model home permit structures. The exception is contingent upon the submission and approval of complete as -built grading plan and development plans for the plat, and placement of lot corners for the permitted lots. Release of the building permits is subject to the review and approval of the City Engineer and Building Official. No certificate of occupancy for the permitted structure may occur until streets needed for access have been paved with a bituminous surface and the utilities are accepted by the City Engineer. F. If building permits are issued prior to the acceptance of public improvements, the Developer assumes all liability and costs resulting in delays in completion of public improvements and damage to public improvements caused by the City, Developer, its contractors, subcontractors, material 20 199972v1 men, employees, agents, or third parties. No sewer and water connection permits may be issued and no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities are accepted by the City Engineer. G. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. This Contract shall run with the land and may be recorded against the title to the property. The Developer covenants with the City, its successors and assigns, that the Developer is well seized in fee title of the property being final platted and/or has obtained consents to this Contract, in the form attached hereto, from all parties who have an interest in the property; that there are no unrecorded interests in the property being final platted; and that the Developer will indemnify and hold the City harmless for any breach of the foregoing covenants. In the event this contract is filed of record, upon compliance of all terms herein by Developer, the City shall file a termination of record. Developer or its prime contractor shall take out and maintain or cause to be taken out and maintained until one (1) month after the City has accepted the public improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developer's work or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than $500,000 for one person and $1,000,000 for each occurrence; limits for property damage shall be not less than $200,000 for each occurrence; or a combination single limit policy of $1,000,000 or more. The City shall be named as an additional insured on the policy, and the Developer shall file with the City a certificate evidencing 21 199972v1 coverage prior to the City signing the plat or when any construction commences, whichever later occurs. The certificate shall provide that the City must be given ten (10) days advance written notice of the cancellation of the insurance. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. K. The Developer may not assign this Contract without the written permission of the City Council, unless such assignment is to a principal of Developer or another entity in which the Developer is a principal. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells part or parts of the platted land, until all conditions of assignment are met. L. Retaining walls that require a building permit shall be constructed in accordance with plans and specifications prepared by a structural or geotechnical engineer licensed by the State of Minnesota. Following construction, a certification signed by the design engineer shall be filed with the City Engineer evidencing that the retaining wall was constructed in accordance with the approved plans and specifications. All retaining walls, the development plans, or special conditions referred to in this Contract required to be constructed shall be constructed before any other building permit is issued for a lot on which a retaining wall is required to be built. 33. NOTICES. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: 8857 Zealand Avenue North, Brooklyn Park, Minnesota 55445. Notices to the City 22 199972v1 shall be in writing and shall be either hand delivered to the City Administrator, or mailed to the City by certified mail in care of the City Administrator at the following address: Monticello City Hall, 505 Walnut Street, Monticello, Minnesota 55362, with a copy to the City Attorney by regular mail at: Campbell Knutson, P.A., Grand Oak Office Center I, 860 Blue Gentian Road, #290, Eagan, Minnesota 55121. Remainder ofpage intentionally left blank. Signatures on the following pages. 23 199972vl CITY OF MONTICELLO Lo (SEAL) STATE OF MINNESOTA ) ( ss. COUNTY OF WRIGHT ) Brian Stumpf, Mayor Jeff O'Neill, City Administrator The foregoing instrument was acknowledged before me this day of , 201_, by Brian Stumpf and by Jeff O'Neill, respectively the Mayor and City Administrator of the City of Monticello, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. Notary Public W.T.112=01W Campbell Knutson Professional Association Grand oak Office Center I 860 Blue Gentian Road, #290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ 24 199972v1 DEVELOPER: GOLD NUGGET DEVELOPMENT INC. In STATE OF MINNESOTA ) ( ss. COUNTY OF ) Its The foregoing instrument was acknowledged before me this 201_, by the Development Inc., a Minnesota corporation, on its behalf. Notary Public DRAFTED BY: Campbell Knutson Professional Association Grand oak Office Center I 860 Blue Gentian Road, #290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ [print name] [title] day of , of Gold Nugget 25 199972vl EXHIBIT "A" to DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT AGREEMENT Outlot A, FEATHERSTONE THIRD ADDITION, according to the recorded plat thereof, Wright County, Minnesota. AND The West Half of the Southwest Quarter of the Northwest Quarter of Section 23, Township 121, Range 25, Wright County, Minnesota. 26 199972v1 MORTGAGE HOLDER CONSENT TO DEVELOPMENT CONTRACT , which holds a mortgage on the subject property, the development of which is governed by the foregoing Development Contract, which mortgage is dated and recorded with the Wright County Recorder/Registrar as document number , agrees that the Development Contract shall remain in full force and effect even if it forecloses on its mortgage. Dated this day of STATE OF MINNESOTA ) (SS. COUNTY OF ) , 2017. The foregoing instrument was acknowledged before me this Notary Public DRAFTED BY: CAMPBELL, KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ day of , 2017, by 27 199972vl IRREVOCABLE LETTER OF CREDIT No. Date: TO: City of Monticello 505 Walnut Street Monticello, Minnesota 55362 Dear Sir or Madam: We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable Letter of Credit in the amount of $ , available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. , dated , 2 , of (Name of Bank) If. b) Be signed by the Mayor or City Administrator of the City of Monticello. c) Be presented for payment at (Address of Bank) , on or before 4:00 p.m. on November 30, 2007. This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty-five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written notice to the Monticello City Administrator that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty- five (45) days prior to the next annual renewal date addressed as follows: Monticello City Administrator, Monticello City Hall, 505 Walnut Street, Monticello, MN 55362, and is actually received by the City Administrator at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. Its 28 1999720 CERTIFICATE OF INSURANCE PROJECT: CERTIFICATE HOLDER: City of Monticello 505 Walnut Street Monticello, Minnesota 55362 INSURED: ADDITIONAL INSURED: City of Monticello AGENT: WORKERS' COMPENSATION: Policy No. _ Effective Date: Expiration Date: Insurance Company: COVERAGE - Workers' Compensation, Statutory. GENERAL LIABILITY: Policy No. Effective Date: _ Expiration Date: Insurance Company: () Claims Made () Occurrence LIMITS: [Minimum] Bodily Injury and Death: $500,000 for one person $1,000,000 for each occurrence Property Damage: $200,000 for each occurrence -OR- Combination Single Limit Policy $1,000,000 or more COVERAGE PROVIDED: Operations of Contractor: YES Operations of Sub -Contractor (Contingent): YES 29 199972v1 Does Personal Injury Include Claims Related to Employment? YES Completed Operations/Products: YES Contractual Liability (Broad Form): YES Governmental Immunity is Waived: YES Property Damage Liability Includes: Damage Due to Blasting YES Damage Due to Collapse YES Damage Due to Underground Facilities YES Broad Form Property Damage YES AUTOMOBILE LIABILITY: Policy No. Effective Date: Insurance Company: (X) Any Auto LIMITS: [Minimum] Bodily Injury: $500,000 each person Property Damage: $500,000 each occurrence Combined Single Limit Policy Expiration Date: $1,000,000 each occurrence $1,000,000 each occurrence ARE ANY DEDUCTIBLES APPLICABLE TO BODILY INJURY OR PROPERTY DAMAGE ON ANY OF THE ABOVE COVERAGES: If so, list: Amount: $ [Not to exceed $1,000.00] SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL MAIL TEN (10) DAYS WRITTEN NOTICE TO THE PARTIES TO WHOM THIS CERTIFICATE IS ISSUED. Dated at On BY: Authorized Insurance Representative 30 199972v1 SUMMARY OF EXPENSES/FINANCE PLAN v6 - DRAFT 1/23/2019 Total Acres in Development Total Acres in Phase Total Units in Development Total Units in Phase 169 gross 13.43 gross developed 24 24 Single Family Townhome Mutli-Family 24 Single Family Townhome Multi -Family Trunk Area Charges & Park Dedication Cost/foot x # of linear feet $0.00 Acreage Credits AC share of $25,481.40 (57.40 AC, PID 155-246-000010 lAcresorl Charge Units Park & Pathway Dedication paid at prevailing rate at time of platting, 2019 rate $26,472.00 Park Dedication Provided $34,988.30 paid at prevailing rate at time of platting (excludes park, Park Dedication Required (11%) Streets and Utilities 4.00% Park Dedication Deficiency GPS Locate $60 24 Park Dedication Deficiency as a % of total Total City Fees Prevailing Park Dedication Net Park Park Dedication Required per Unit Total Park Dedication Required 3.45 Credit for construction of Outlot B pathway $26 850.00 $22,448.50 Special Assessments 85th Road Reconstruction $86 465.0 Edmonson Road Reconstruction TH 25/85th Street Signal & Turn Lane $444 13.4 Sanitary Sewer (per unit charge) $1,488 24 Watermain (per unit charge) $1,103 24 Storm Sewer - Base (net acres) $3,985 8.78 Storm Sewer -Alternate (net acres) NA Total amount to Assess/Pay Less Credit Per Lot Assessment based on (#) units 1 1 24 City Fees/Deposit 151 net 8.78 net Net Notes Assessment Outlot B Dedication Per Parks Commission recommendation Cost/foot x # of linear feet $39,915.60 Cost/foot x # of linear feet $0.00 Not applicable to this phase $5,948.66 AC share of $25,481.40 (57.40 AC, PID 155-246-000010 Planning AC share of $8,936.24 (20.13 AC, PID 155-500-232200) $35,712.00 paid at prevailing rate at time of platting, 2019 rate $26,472.00 paid at prevailing rate at time of platting, 2019 rate $34,988.30 paid at prevailing rate at time of platting (excludes park, NA ROW, ponds), 2019 rate $5,024.50 City General Admin 2.00% $15,764.75 Actual; cost reconciled at project completion Legal 2.00% $15,764.75 Actual; cost reconciled at project completion Planning 2.00% $15,764.75 Actual; cost reconciled at project completion Engineering and Inspection Construction total (for purpose of calculating other fees) Actual; reconciled at project completion Grading and Restoration 3.00% $4,022.61 Based on estimate of $201,130.50 Streets and Utilities 4.00% $31,529.50 Actual; reconciled at project completion GPS Locate $60 24 $1,440.00 Actual; cost reconciled at project completion Total City Fees $84,286.37 Improvement Construction Costs (Used to Calculate City Fees/Escrows/Securities) - Notes Sanitary Sewer $99,196.00 Watermain $160,429.50 Storm Sewer $148,063.00 Roads, Driveways and Sidewalks/Trails, Street Signs $371,649.05 Lighting, Mailboxes $8,900.00 Construction total (for purpose of calculating other fees) $788,237.55 Lot Corners/Iron Monuments $300 24 $7,200.00 Total Construction Cost for the purpose of calculating LOC $795,437.55 ount (Tot $994,296.94 Maximum allowable reduction prior to acceptance and bond 90.00%1 $715,893.801 Landscaping NAI Provided by builder at CO if installation incomplete Conservation Easement Posts 4 200 $800.001 Prairie Restoration NAI Tree Preservation NAI Grading $3,000 28.2 $84,600.001 Novak -Fleck Inc (Horst Graser) - Request for Map Amdt (Rezone), Final Stage PUD, Prelim & Final Plat Lengthy Legals - See City Hall I PID: 155-246-000010 & 155-500-232200 Created by: City of Monticello Featherstone 4t" Addition Requested Action: Gold Nugget Development Inc. has submitted a land use application to the city of Monticello to process, review, and approve the Final PUD Stage, Zoning change from A-0 Agricultural Open Space to R-1 Single Family , Preliminary Plat and Final Plat for Featherstone 4th Add. Consisting of 24 single family lots. There is no phasing proposed, all the lots will be brought on line in the spring/summer of 2019. Construction will begin in May of 2019 and take approximately 6 weeks to complete. The rezoning change is requested for the 24 single family lots from A-0 Agricultural Open Space to Single Family Residential. Monticello's comprehensive plan shows this area guided for low density residential. Outlot A would remain Agricultural until a future request. History and Background: Featherstone 4th Addition is the 4th development phase of the Featherstone PUD which was granted PUD development stage approval in 2003. Preliminary plat approval was also granted at the same time but expired in 2013. Featherstone is a multi -use PUD consisting of 220 acres of residential and commercial designated land uses. An Environmental Assessment Worksheet was approved with the initial PUD approval. Approximately 150 acres are designated residential, 60 acres industrial and 10 acres commercial. The subject site is relatively flat with no overstory, wetlands or distinguishing natural features. Prior to 2003, when the first phase developed, the entire 220 acres was farmed. Currently about half the farm is in agricultural production. The first phase of Featherstone was platted in 2003 and was constructed in the same year. To date three phases have been constructed consisting 111 single family lots. Novak -Fleck, the applicant and Progressive Home Builders have been and will continue to be the primary builders in the 4th Addition. The first three phases of Featherstone did not have a homeowner's association and one is not planned for the 41h Addition. Featherstone 4th Addition design: Featherstone 4th addition includes 24 single family lots and two outlets totaling 77.54 gross acres. Out lot A, the largest lot, consisting of 60.65 acres will eventually be replatted into lots and blocks at a future date. Outlot B consisting of 3.45 acres will be deeded to the city of Monticello as park land which is consitent with the cities long range open space plan. The remaining 13.43 acres includes the lot area and right of way. The lot design, orientation, and traffic circulation plan are consistent with the approved PUD and now expired preliminary plat. The average lot size is 17,787 square feet resulting in a density of 1.8 units per acre. The lot styles reflect the topography of this phase and include 8 rambler lots, 13 look out lots, and 3 split entry walkout lots. Lot sizes range from 13,000 square feet to 31,000 square feet. Lot width range from 81 feet to 131 feet. These dimensions exceed the minimum standards of the R-1 zoning standards. FEATHERSTONE KNOW ALL PERSONS BY THESE PRESENTS: That Gold Nugget Development, Inc., a Minnesota corporation, owner of the following described property situated in the County of Wright, State of Minnesota, to wit: Outlot A, FEATHERSTONE THIRD ADDITION according to the recorded plat thereof, Wright County, Minnesota Together with: The West Half of the Southwest Quarter of the Northwest Quarter of Section 23, Township 121, Range 25, said Wright County. Has caused the same to be surveyed and platted as FEATHERSTONE FOURTH ADDITION and does hereby dedicate to the public for public use the public ways and the drainage and utility easements as created by this plat. In witness whereof said Gold Nugget Development, Inc., a Minnesota corporation, has caused these presents to be signed by its proper officer this day of , 20 . Gold Nugget Development, Inc. Signature Printed Name STATE OF MINNESOTA COUNTY OF as Title This instrument was acknowledged before me this day of , 20 , by of Gold Nugget Development, Inc., a Minnesota corporation, on behalf of the corporation. Signature Printed Name Notary Public, County My Commission Expires SURVEYOR'S CERTIFICATE I Peter J. Hawkinson do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of 20 Peter J. Hawkinson, Licensed Land Surveyor Minnesota License No. 42299 STATE OF MINNESOTA COUNTY OF The foregoing Surveyor's Certificate was acknowledged before me this Surveyor, Minnesota License No. 42299. Signature Printed Name Notary Public, day of , 20 , by Peter J. Hawkinson, Land My Commission Expires FOURTH ADDITION CITY OF MONTICELLO PLANNING COMMISSION Be it known that at a meeting held on this day of did hereby review and approve this plat of FEATHERSTONE FOURTH ADDITION. Chairperson Secretary CITY COUNCIL, City of Monticello, Minnesota 20 , the Planning Commission of the City of Monticello, Minnesota, This plat of FEATHERSTONE FOURTH ADDITION was approved and accepted by the City Council of the City of Monticello, Minnesota at a regular meeting thereof held this day of , 20 , and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. Mayor WRIGHT COUNTY SURVEYOR City Administrator I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this of , 20 . Wright County Surveyor WRIGHT COUNTY AUDITOR/TREASURER day Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable for the year 20 on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this day of 20 B y: Wright County Auditor/Treasurer Deputy WRIGHT COUNTY RECORDER I hereby certify that this instrument was filed in the office of the County Recorder for record on this day of 20 , at o'clock M. and was duly recorded in Cabinet No. Sleeve , as Document No. County Wright County Recorder PIONEERengineering,P.A. CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS SHEET 1 OF 3 SHEETS 80 40 0 80 Scale in Feet 1 Inch = 80 Feet JJJ ST NE Z -- --J J� Iw I ,SITE ,Q �� I o cn ' N E Ld 85TH ST NE IIS I \ I n I J I I SECTION 23, TWP. 121, RGE. 25 VICINITY MAP NO SCALE DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: 6� being 6 feet in width, and adjoining lot lines unless otherwise indicated, and 12 feet in width and adjoining street lines and rear lot lines unless otherwise indicated on the plat. BEARING ORIENTATION: THE SOUTH LINE OF OUTLOT A, FEATHERSTONE THIRD ADDITION, IS ASSUMED TO BEAR SOUTH 89002'58" WEST. OO DENOTES FOUND CAST IRON MONUMENT O DENOTES 1/2 INCH BY 14 INCH IRON PIPE MONUMENT SET AND MARKED BY LICENSE NUMBER 42299, OR WILL BE SET IN ACCORDANCE WITH MS SECTION 505.021, SUBD. 10. • DENOTES FOUND 1/2 INCH IRON MONUMENT MARKED BY LICENSE NUMBER 42299 UNLESS OTHERWISE NOTED. W N 0 r- (0 CN FEATHERSTONE FOURTH I I I 0 00 LO N \ \ N 89 °16' 23"E vvl< \ J� / J� OUTLOT A ADDITION N�3°5, 40,E / _ I MATCH LINE����J I `� SEE SHEET 3 OF 3 SHEETS �� -__ ^o �pc� 70, 663.64 -S8887 362E 1 �\�\�� \I �� \ �� 0 7/ h� ° SRO°�\r- O� '9 60.00 S1 52 J°59'35"E _ J6044.1- _ \ \ /< 3 \�D o�°�� �N j�0� /' /D/�� \ < �O\ I Ld FJ /// ,C�' N J 50 °�°� ��� �S \\SAO O �� YL 0)/ 0)/ S \ \ � ^ ° s�° O LIJ ^' 6 C5 /.� \so / cn 011 00 o / X69 CO/ ri _\173 LA 4 ,Cl) OW1TI Tn J r I �+J C' IN 93; \a'07s"ol Flo aI� 4 I OUTLOT B O I � I II `S>0 ° I N \ Z�4 30 \ �9\8 F 21rn Lo 9-11, 1 --- .Jm0s0 42\� 0 / \ 6000 \-,3°O \ ^/�> 414 N27°53'47"E N�`\63 6932 �\ 30.00 ,' A° , �� /� `s\0� 5 I o �� �5p 5g'�/ i* / A°4.1 ° \ \ 66S?, 97 o`b �� 30\ /.7� ��59 86>'�3.. \ N89°06 9 E 223.21 rSF\ Q? (^i / �� O 82.61 .. 85.00 L� 85.0 ^� p----1----1----1 \ o 20 Lo 2 �"' �'� 6 ,/ I I l o I I o �o I a R'°��� X9$2 `\ / I 31 I� I I� 1 0 1 \ J ' ' r2 'f7 a1 / I I I I I of N \ °So N w \ I I I� I I� of ^R 2'" X 23 1 �\ 1 �a �����,15 6 I I to I to \ 1�,�, \Cc) 1 100 \706» C, 4\13335p» _N ? LL_87.69 - LZ ---� L-'04 �O- I� o N I d ° 41561 1=07°9955 85.00 O 85.00 4 190 867-1.1 R-;700.00_30. ' T� ��?42 830 S REST- o N89°06'39"E - 184.1700 <`. O occ 5b0 %� I L1 0 CD 3 N ' V z c 0 38.26 w 145.91 30.00 <'_ / �/ C"i 00 LV = - I N %� - =15 00 36 I'"� °� _ 162.24 - 60 - ww� / L=191.24---- � U o. o°°o--------I o F � N I �^ / .4- 4,SS g R�, I � 30 30 � d / 50;3 0 . I- 10 \ w M/ 1 a. ° ���/ zN �,1 6 o L1J LU co cn I / L_ �9��2 Wio I j p=16042'28" I � n _ R, 35.716`& �� Coo , L=67.07 I -, / 4--5j°40.00 �R� m� l0 , , , N89°06'39"E 171.95 O `- L -----°g1 `� - /C% ----� N 1 _ LTJ �\I __--___ \� O cU i ,> -II Z ° N�°o �5°06'03" < S89 06'39"W 217.09 /'�\ �'� L=20.48Ic A=42041'23" 10 2`L�j1 X47 °M 6� i R=40.00 0 L 1 I 2 -°�� „ l� �., ' L=29.80 5 1� L1J �I ��2 N p�680oo"E ��) 0=35°31'46"l/- 00 ��---------- N g0• o /'L L=37.21 co ________ �. O _ (i ) J f J I '� F Z;06'39"W 171.95 ° "s, �° N89°06'39"E 176.95 N \\\, a 1 LI J j�9\, 06283.6�i`j� \ \ I'� O LYJ r �i � � �� 4 100 O S LINE OF OUTLOT A, M Mi 3 I 0 IM <, FEATHERSTONE THIRD r - ADDITION o 1 I Io \ Z I 1 Io 1 60 J �/- 891.02--- i - - - - 235.00-----J - \ ' 225.36 �=a� L----- 230_00-----J�L--- 54.77 S89°02'58"W 690.37 /' S01 °52'15"W r 1 1 ED r- r- N IF 00 oo -- -- -- -- I I i , --- S89002'58"W 665.66 85TH STREET NE Ln S89006'39"W \\ SW CORNER OF THE NW 1/4 OF SEC. 23, TWP, 121, RGE. 25 (WRIGHT COUNTY MONUMENT) 665.70 PIONEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS SHEET 2 OF 3 SHEETS 80 40 0 80 Scale in Feet 1 Inch = 80 Feet 89TH Ld ST NE I z / Iw I ,,SITE ,> n\Ic Q n\ \ J, N E z �c, jo 85TH ST NE I I \ I n I I J I SECTION 23, TWP, 121, ROE. 25 VICINITY MAP NO SCALE BEARING ORIENTATION: THE SOUTH LINE OF OUTLOT A, FEATHERSTONE THIRD ADDITION, IS ASSUMED TO BEAR SOUTH 89°02'58" WEST. O DENOTES FOUND CAST IRON MONUMENT O DENOTES 1/2 INCH BY 14 INCH IRON PIPE MONUMENT SET AND MARKED BY LICENSE NUMBER 42299, OR WILL BE SET IN ACCORDANCE WITH MS SECTION 505.021, SUBD. 10. • DENOTES FOUND 1/2 INCH IRON MONUMENT MARKED BY LICENSE NUMBER 42299 UNLESS OTHERWISE NOTED. W N N I-1 0 O Z c0 M O N FEATHERSTONE FOURTH NW CORNER OF SEC. 23, TWP, 121, RGE. 25 (WRIGHT COUNTY MONUMENT) / / / O ;� -- - — — — — — — — — — — — — — — — 1 I I I I I 00 _00 N 11) 0 m 00 N L, o rri N � U w �U)Lf) Z L, N W = w O \ " w z z J w N 89 °16 23"E ADDITION N89026'11 0"E 1574.20 50.00 FOOT UNITED POWER ASSOCIATION EASEMENT PER DOC. N0. 587954 �/--------------------------------- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — j11 ITI /1T OU TLOT A MATCH LINE SEE SHEET 2 OF 3 SHEETS'—:7---------- 663.64 HEETS'!'- --- 663.64 ` S88°45'52"E-' 87.36 t, 00 s00 N o�� J J � N n I /0 N O co 80.41 ?\� S0700494810W 0 3 I I w v \ I o� � i/ � 4, 1 PIONEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS SHEET 3 OF 3 SHEETS FIN -a M W m1/ I 1/ BLOCK 1 = 174,324 SF. BLOCK 2 = 84,197 SF. BLOCK 3 = 39,205 SF. BLOCK 4 = 129,207 SF. TOTAL LOT AREA = 426,933 SF. TOTAL OUTLOT AREA =2,792,258 SF. TOTAL R/W AREA = 158,286 SF. TOTAL AREA = 3,377,477 SF. 4.0019 AC. 1.9328 AC. 0.9000 AC. 2.9663 AC. 9.8010 AC. 64.1015 AC. 3.6337 AC. 77.5362 AC. FEATHERSTONE FOURTH ADDITION HATCHED AREA 699142 SE. 16.0501 AC. OU TLOT A 2642151 SF 60.6555 AC 100 50 0 100 Scale in Feet 1 Inch = 100 Feet w z W w 00 LL U cn a F(D ao 0 r� 00 0 PISNEERengineering CIVfL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS — i L- �- I / V 1 A 11r-1\ T I 50 I s l� A i r V -� V V I L i1 � —J LIJ \ (YJ T / u� / — -T T �� : / / 0 50 100 200 - I <, '-L_ F 1 ' \ nn -\ / ITI/1N I GRAPHIC SCALE IN FEET I _ <: J_ / I r 1 I I V /-� V v I I I \-J I v 1 218�- 1 321 50 DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: 1 1 6-1 -4- I I N 4- �6 N ----- ----I L ----L----- T T being 6 feet in width, and adjoining lot lines unless otherwise indicated, and 12 feet in width and adjoining street lines and rear lot lines unless otherwise indicated on the plat. PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2018 Pioneer Engineering, P.A. I hereby certify that this plan was prepared by Name ` Revisions: me or under my direct supervision and that I Pete Hawkinson am a duly Licensed Professional Engineer under the laws of the State of Minnesota Reg. No. 42299 Date 10-26-2018 L 1u5— 85 �150 i �� �� i- i v so 210 I i <\ I i- 1 I i I V A r� r -I -T1 - I N 1 F150 wN1 1I 1I 0)15 I 00 00I 00'' �LO�00 0 I II M 101 $ �- — —150_ l--- o�sot----I I I I NI --��- 256 66 — — — — L _ _ J II- ---1-4-----6go£�-----� rn 39 1 �— ` —J 12 60 \ i C4o m h \ _ CD _150_ _I EB EN CIRCLE \ \--r---i v. �g—'S6 \ 86 _ LIJ o \ �w �I o o a1 10 / 011-0 1 I °I Imo.• t dc� go .t � L— 1 146 1 1 I LIJ \ -co —_ 1 I I I Zg5 / r o �s \ \� \ \ D�M —t J rnl I r--ooss—-----si�r�---- q11 I _(141 I _ M/'� N I I N r) 1 IN I ( ) hI I M\ o I I h N 00 D /� �'o, / \ s I 04 I _L tig N C14�y�� �y '\�\\�/// °e\\�� �— 93_ y _ 6 / `\134\\ 1 I I I I Ul cv a�S�\\ \> ^/� \ �ss // �/ / \\\S / / / / ��1\ l vJ 4j 45 131 \ v T v 9 > 8 % s /M L/p(/ / ^ / 0 ^ J / 00 ap � WN_ l DN , L10^/ / r VA " / \ / / coo ^ s8Ln s 55 co ss.00 \�L 60 �. 0 Q — �Q O �a W J 411� z coo Nco F- 0 w � I'..I�^_ Cb V ! 2 1MJ W 2644 Legal description per title commitment Outlot A, FEATHERSTONE THIRD ADDITION, according to the recorded plat thereof, Wright County, Minnesota. Together with: The West Half of the Southwest Quarter of the Northwest Quarter of Section 23, Township 121, Range 25, said Wright County. Date 10-29-18 Designed BNM Drawn KSO TOTAL GROSS AREA TOTAL LOT AREA TOTAL CONSERVATION AREA TOTAL LOT AREA — TOTAL CONSERVATION AREA NUMBER OF LOTS NUMBER OF OUTLOTS TOTAL OUTLOT AREA TOTAL RIGHT OF WAY AREA GROSS DENSITY NET DENSITY (EXCLUDES OUTLOTS AND R/W) PRELIMINARY PLAT 54 77.54 ACRES 9.80 ACRES 1.02 ACRES 8.78 ACRES 24 2 64.10 ACRES 3.63 ACRES 0.31 LOTS/ACRE 2.45 LOTS/ACRE 00-SURV-118236-BASE FEATHERSTONE FOURTH ADDITION 1 0 2 MONTECELLO, MINNESOTA I I-,' ATH RSTON 4TH ADDITION GRADING AND EROSION CONS'1'KUCTION PLAN MONTIC 0 MINN SOTA Lj/ / / \ — I I I X L_--1-- F 01 1 \ 4 2 3 Ld Ld m 4 - \ 3 % 2 5 9 / \ GENERAL NOTES:/ /\\ A. BALL ST%r CONSTRUCTION SHALL CONFORM TO THE MOST RECENT EDITION OF THEA- ITY OF MONTICELLO STANDARDS & SPECIFICATIONS. \\ A ALL -SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE MOST RECENT / EDITION OF THE CITY OF MONTICELLO STANDARDS & SPECIFICATIONS. \ \ \ c" ALL STORM SEWER CONSTRUCTION SHALL CONFORM TOT HE MOST RECENT EDITION OF THE CITY OF MONTICELLO STANDARDS * SPECIFICATIONS. / D. ALL WATER"DISTRIBUTION CONSTRUCTION SHALL CONFORM TO THE MOST RECENTAEDITION OF THE CITY OF MONTICELLO STANDARDS & SPECIFICATIONS.I / E. PAVING SHALL NOT START UNTIL SUBGRADE COMPACTION TESTS HAVE BEEN / /TAKEN AND ROADWAY CONDITIONS ARE APPROVED BY THE ENGINEER. � I / CITY ENGINEER APPROVAL / PLAN DATE I I NAME REG. NO. DATE I I PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS (651) 681-1914 I hereby certify that this plan was prepared by Name % Revisions 2422 Enterprise Drive me or under my direct supervision and that I - Mendota Heights, MN 55120 Fax: 88 am a duly Licensed Professional Engineer Paul me g www.pioneereng.ceng.com under the laws of the State of Minnesota Reg. No. 19S60 S60 Date 11-5-2018 © 2018 Pioneer Engineering, P.A. I r--------- 3 11 11 2II 11 3 I IILL_A LL1—_j L -1 — — I— — L T_ v T121N R25W ; 615 21 22 i1 L�� / Q wll ISITE1 LOCATION MAP N 0 50 100 200 GRAPHIC SCALE IN FEET SHEET INDEX 1. COVER SHEET 2. LEGEND 3-4. GRADING PLAN 5. EROSION CONTROL PLAN 6. SEEDING PLAN 7-8. DETAILS Date 10-30-2018 Designed PJC/JMM Drawn JMM 86TH STREET NE / -------------------- r IW _ _ _ _ Z I I 8 W (� I _____________________+ J LL------ �V. r- --- / W 'I �,I I I( 2 %/ 5 O II 3 2 -- 14-2 3 4 1 I 1 4 ----,-- I , I BENCH MARK it II I TOP OF NUT HYDRANT L ----------J I------------- J— — — _ — NE QUADRANT OF 87TH STREET NE & EBERSOLE AVE. - Woo!�ELEV.=959.34 - - 85TH STREET NE Know what's below. CCIll before you dig Date 10-30-2018 Designed PJC/JMM Drawn JMM COVER SHEET NOVAK-FLECK INC. 8857 ZEALAND AVE N. BROOKLYN PARK, 55445 04 -ENG- 118236-SHEET-COVR-GR FEATHERSTONE 4TH ADDITION1 0 $ MONTICELLO, MINNESOTA I EXISTING 0 ---->-----> 10-30-2018 Designed PJC/JMM ---->-----> JMM — _ — — (TIP FM PERF FM DT DT— e e fo fo 9 9 FOR B618 CURB D (TIP OUT GUTTER) r� ELEVATION f07.82 4+46.57 O D ---------------------- ---------------------- e e fo fo 9 9 petro t t tv tv of oh EXISTING ----902- -soo ---------------------- BUFFER FEMA ---------------------- X X [] [] EXISTING ---------------------- UTILITY LINES PROPOSED 0 FM F11 N petro t t— tv tv — ov oh— SITE LINES PROPOSED 02 OUTLET=987.0 HWL=900.2 84.3 � �-1110. BUFFER FEMA'. �................ X X C W SURVEY LINES PROPOSED GRAVEL SURFACE LEGEND FUTURE O FM FM D 4 D »� PERF PERF DT DT — e e fo fo 9 9 petro t t tv tv oh oh FUTURE soo_ OUTLET=987.0 HWL=900.2 BUFFER FEMA X X [] [] FUTURE ---------------------- HATCH PATTERNS BITUMINOUS SURFACE 41 +T+T+T+T+T+T+I CONCRETE SURFACE + + + + + + 1 l I W RIP RAP II I I I I I I I I I I� SELECT BACKFILL MATERIAL I I I I I I EROSION CONTROL BLANKET I I I I I I r > MNDOT CATEGORY PER PLAN I I I I I PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2018 Pioneer Engineering, P.A. DESCRIPTION SANITARY MANHOLE SANITARY SEWER (SANITARY & WATERMAIN PLANS) SANITARY SEWER (STORM SEWER PLANS) FORCE MAIN HYDRANT GATE VALVE REDUCER CURB STOP WATERMAIN (SANITARY & WATERMAIN PLANS) WATERMAIN (STORM SEWER PLANS) CATCH BASIN BEEHIVE STORM MANHOLE FLARED END SECTION CONTROL STRUCTURE STORM SEWER (SANITARY & WATERMAIN PLANS) STORM SEWER (STORM SEWER PLANS) CULVERT PERFORATED DRAINTILE SOLID DRAINTILE SERVICE CASING UNDERGROUND ELECTRIC LINE UNDERGROUND FIBER OPTIC LINE UNDERGROUND GAS PIPELINE UNDERGROUND PETROLEUM PIPELINE UNDERGROUND TELEPHONE LINES UNDERGROUND TELEVISION LINE OVERHEAD UTILITY LINES DESCRIPTION SURMOUNTABLE CURB & GUTTER B—STYLE CURB & GUTTER RIBBON CURB & GUTTER EDGE OF BITUMINOUS YELLOW PAVEMENT STRIPING (SINGLE/DOUBLE) WHITE PAVEMENT STRIPING (SINGLE/DOUBLE) PHASE LINE CENTERLINE 2' CONTOUR LINE 10' CONTOUR LINE BASIN OUTLET LINE BASIN HIGH WATER LINE PROPOSED SPOT ELEVATION EMERGENCY OVERFLOW DRAINAGE FLOW ARROW DELINEATED / PROPOSED WETLAND LINE WETLAND BUFFER TREE LINE FEMA FLOODPLAIN BOUNDARY RETAINING WALL FENCE (BARBED WIRE) FENCE (CHAIN LINK) FENCE (WOOD) CONSERVATION AREA SIGN WETLAND BUFFER SIGN TYPE III BARRICADE LIGHT POLE STREET SIGNS PEDESTRIAN RAMP DESCRIPTION BOUNDARY RIGHT OF WAY LOT LINE EASEMENT SET BACK LINE SECTION LINE RESTRICTED ACCESS WETLAND WETLAND UPLAND BUFFER WETLAND MITIGATION PERMANENT TURF RESTORATION PERMANENT WET BASIN SEEDING UPLAND/NATURAL AREA SEEDING I hereby certify that this plan was prepared by Name % Revisions me or under my direct supervision and that I aulJ. me - am a duly Licensed Professional Engineer under the laws of the State of Minnesota Reg. No. 19S60 S60 Date 11-5-2018 Date 10-30-2018 Designed PJC/JMM Drawn JMM — _ — — (TIP �»� PERF PERF DT DT— e e fo fo 9 9 petro t t— tv tv — ov oh— SITE LINES PROPOSED 02 OUTLET=987.0 HWL=900.2 84.3 � �-1110. BUFFER FEMA'. �................ X X C W SURVEY LINES PROPOSED GRAVEL SURFACE LEGEND FUTURE O FM FM D 4 D »� PERF PERF DT DT — e e fo fo 9 9 petro t t tv tv oh oh FUTURE soo_ OUTLET=987.0 HWL=900.2 BUFFER FEMA X X [] [] FUTURE ---------------------- HATCH PATTERNS BITUMINOUS SURFACE 41 +T+T+T+T+T+T+I CONCRETE SURFACE + + + + + + 1 l I W RIP RAP II I I I I I I I I I I� SELECT BACKFILL MATERIAL I I I I I I EROSION CONTROL BLANKET I I I I I I r > MNDOT CATEGORY PER PLAN I I I I I PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2018 Pioneer Engineering, P.A. DESCRIPTION SANITARY MANHOLE SANITARY SEWER (SANITARY & WATERMAIN PLANS) SANITARY SEWER (STORM SEWER PLANS) FORCE MAIN HYDRANT GATE VALVE REDUCER CURB STOP WATERMAIN (SANITARY & WATERMAIN PLANS) WATERMAIN (STORM SEWER PLANS) CATCH BASIN BEEHIVE STORM MANHOLE FLARED END SECTION CONTROL STRUCTURE STORM SEWER (SANITARY & WATERMAIN PLANS) STORM SEWER (STORM SEWER PLANS) CULVERT PERFORATED DRAINTILE SOLID DRAINTILE SERVICE CASING UNDERGROUND ELECTRIC LINE UNDERGROUND FIBER OPTIC LINE UNDERGROUND GAS PIPELINE UNDERGROUND PETROLEUM PIPELINE UNDERGROUND TELEPHONE LINES UNDERGROUND TELEVISION LINE OVERHEAD UTILITY LINES DESCRIPTION SURMOUNTABLE CURB & GUTTER B—STYLE CURB & GUTTER RIBBON CURB & GUTTER EDGE OF BITUMINOUS YELLOW PAVEMENT STRIPING (SINGLE/DOUBLE) WHITE PAVEMENT STRIPING (SINGLE/DOUBLE) PHASE LINE CENTERLINE 2' CONTOUR LINE 10' CONTOUR LINE BASIN OUTLET LINE BASIN HIGH WATER LINE PROPOSED SPOT ELEVATION EMERGENCY OVERFLOW DRAINAGE FLOW ARROW DELINEATED / PROPOSED WETLAND LINE WETLAND BUFFER TREE LINE FEMA FLOODPLAIN BOUNDARY RETAINING WALL FENCE (BARBED WIRE) FENCE (CHAIN LINK) FENCE (WOOD) CONSERVATION AREA SIGN WETLAND BUFFER SIGN TYPE III BARRICADE LIGHT POLE STREET SIGNS PEDESTRIAN RAMP DESCRIPTION BOUNDARY RIGHT OF WAY LOT LINE EASEMENT SET BACK LINE SECTION LINE RESTRICTED ACCESS WETLAND WETLAND UPLAND BUFFER WETLAND MITIGATION PERMANENT TURF RESTORATION PERMANENT WET BASIN SEEDING UPLAND/NATURAL AREA SEEDING I hereby certify that this plan was prepared by Name % Revisions me or under my direct supervision and that I aulJ. me - am a duly Licensed Professional Engineer under the laws of the State of Minnesota Reg. No. 19S60 S60 Date 11-5-2018 Date 10-30-2018 Designed PJC/JMM Drawn JMM TOPOGRAPHIC SYMBOLS ABBREVIATIONS B CATCH BASIN A ALGEBRAIC DIFFERENCE B—B BACK TO BACK ® CATCH BASIN BEEHIVE BV BUTTERFLY VALVE FLARED END SECTION BOC BACK OF CURB 1XI GATE VALVE BFE BASE FLOOD ELEVATION 11(y HYDRANT BMP BEST MANAGEMENT PRACTICE SCP WATER SERVICE WELL WATER WELL CENTER LINE CB CATCHBASIN ®° MONITORING WELL CBMH CATCHBASIN MANHOLE o CLEANOUT CMP CORRUGATED METAL PIPE 0 HAND HOLE CO CLEAN OUT 0 MANHOLE OTHER THAN SANITARY OR STORM CS CURB STOP 0 SANITARY OR STORM MANHOLE DIP DUCTILE IRON PIPE ;.v LAWN SPRINKLER VALVE DT DRAINTILE SH o LAWN SPRINKLER HEAD EL/ELEV ELEVATION t UTILITY POLE EX EXISTING ❑T TRANSFORMER BOX FES FLARED END SECTION E2 FIBER OPTIC BOX F—F FACE TO FACE ■ ELECTRIC BOX FM FORCEMAIN • NATURAL GAS METER GB GRADE BREAK GND GROUND o LIGHT POLE GV GATE VALVE O SEMAPHORE HP HIGH POINT C7. TELEPHONE BOX HYD HYDRANT 0 CABLE BOX HWL HIGH WATER LEVEL 0 CAST IRON MONUMENT INV INVERTK CURVE COEFFICIENT • FOUND IRON PIPE L LENGTH JLM 0 JUDICIAL LAND MARK LF LOWEST FLOOR ® PK NAIL LO LOOKOUT 43t CONTROL POINT LO LOWEST OPENING LP LIQUID PETROLEUM 11 FLAG POLE LP LOW POINT � TMH MANHOLE EST HOLE ® MAILBOX PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE PI POINT OF INTERSECTION O BOLLARD It PROPERTY LINE CONSERVATION POST PRC POINT OF REVERSE CURVATURE PVT POINT OF TANGENCY DECIDUOUS TREE PVC POINT OF VERTICAL CURVATURE PVC POLYVINYL CHLORIDE PIPE CONIFEROUS TREE PVI POINT OF VERTICAL INTERSECTION Q SHRUB / BUSH R RADIUS R RAMBLER RCP REINFORCED CONCRETE PIPE ROW RIGHT OF WAY SSWR SANITARY SEWER STA STATION STRM STORM SEWER SWPPP STORM WATER POLLUTION PROTECTION PLAN TNH TOP NUT HYDRANT TYP TYPICAL WM WATER MAIN EROSION & SEDIMENT CONTROL WO WALKOUT STANDARD EROSION CONTROL ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ HEAVY—DUTY EROSION CONTROL SECONDARY EROSION CONTROL FENCE LOT INFORMATION ■ EROSION CONTROL AT BACK OF CURB (TYPICAL SECTION NOT TO SCALE) X x x x x x x x x x TREE FENCE —>>>>>>>>>— TEMPORARY DIVERSION DITCH DRAINAGE & UTILITY—\29.0 28.0 OEASEMENT ® ®1 CATCH BASIN INLET PROTECTION FINISHED GROUND STRAW BIO ROLLS ELEVATION O I DLOCK NO. � ROCK BERM LOWEST OPENING ELEVATION 7 I LOT N0. SUMPED RIP RAP PERMANENT STEP HEIGHT HOUSE TYPES ENERGY DISSIPATER (IF REQUIRED) 31.5 R RAMBLER OR SPLIT ENTRY LOWEST FLOOR =929.0 LO RAMBLER LOOKOUT OR SPLIT DISCHARGE LOCATION ELEVATION I LO i ENTRY WALKOUT WO —RAMBLER WALKOUT GARAGE ELEVATION �� 1' STEP SE SPILT ENTRY ❑0000000❑ 000000000 GRAVEL CONSTRUCTION ENTRANCE SEWO— SPLIT ENTRY WALK OUT ❑ o 0 0 0 0 0 0❑ RECOMMENDED LF=929.0 GARAGE SIDE i`-37.0 i SLO — SIDE LOOKOUT SWO — SIDE WALKOUT E3 TEMPORARY OUTLET FLOATING SKIMMER FINISHED ELEVATION @ LOT CORNER �L---------J 35.5 34.5 BASIN ACCESS 8% SLOPE MAX. STABILIZED EMERGENCY OVERFLOW STREET �L 1j 1 STEEP SLOPE 3:1 (H: V) — - - - - - - - - - — L 1l (33.3%) OR STEEPER GRADE CURB LEGEND 08.15 = TOP OF CURB ELEVATION 4+46.57 FOR SURMOUNTABLE CURB 08.15 T.O. = TOP OF CURB ELEVATION 4+46.57 FOR SURMOUNTABLE CURB — _ — — (TIP OUT GUTTER) 08.32 = TOP OF CURB ELEVATION 4+46.57 FOR B618 CURB 08.32 T.O. = TOP OF CURB ELEVATION 4+46.57 FOR B618 CURB — — — — (TIP OUT GUTTER) = BITUMINOUS ELEVATION f07.82 4+46.57 LEGEND NOVAK-FLECK INC. 8857 ZEALAND AVE N. BROOKLYN PARK, 55445 04 -ENG- 118236-SHEET-LGND-GR FEATHERSTONE 4TH ADDITION2 0 $ MONTICELLO, MINNESOTA I 7Z >xi INFILTRATION AREA � I –>r--- '— � SEE DETAIL SHEET 7 `- / E 0.F. \ - I I / POND 20 °' HOWLLE 53 79.6 _I .o � l I I ABOVE BENCH SLOPE 10 10.1 SLOPE o _200 / F , f ` BENCH INV: 949.00 { �L l _ +- — I I E r �4: 1 SLOPE TO BOTTOM�,-- �„r-FLAT BOTT � � o o ill 18437 S —� , � � III I I I �� � � y � ,✓'� � \ �` 7 -(Lo 57.0 44.0 y / \ - I / / i E. 0. F.–% `� o y \ I1III — / 5.7.0 fobhh ° O.FF. � S�� \ o III yX,ki I _10+00 / I L \ c) 1 \ I11+00 — 57.6 5703 ~ V ~ I l �% --111111i 32+0° `/ 0 25 50 100 F / A / �\ o �- 5 9 j = ` 'ti 1.008 '3+°° I GRAPHIC SCALE IN FEET INV- 949.00 1 I + J / ��Xoo 6 79 00 J 4 - 156 I- / / / /I\ I Xx600 / (ADE TR I� o Qr- SUBGR�D 4 a 302 / Gj \ // / p / RI 5 0 1 2 I ly RIM: 957.49 .9A IN 9 0. 1 INV: 949.75 / � ' I \'�,I s O� / \ \ I I � LA I / 00* \ o I w +I 7-�1 II / 6° \` /m I I RIM: 957.70 - w303 INV: 952.24 6 2 (>�8_'22 N. . I I � I� o/ I �$8�� L 40 oo �� 76y� O , I I mph oOn I "Gi\0 51. /”" / (p I 304 78.02 8.02 (r 0 I I I I RIM\ON // / /� /° O 3 / I 6� I 205 $8 O/ p �/ RIM. 956.8 INV: 0 —_ \ 1 3.81 INV: 950.75 coCv �O RIM 9 5.50 1 INV 7111�1 16 8.34.43 BENCH MARK ® TOP OF NUT HYDRANT NE QUADRANT OF 87TH STREET NE & EBERSOLE AVE. \-Q ELEV.=959.34 Know what's be OW. P119NEERengineering C(31 before you dig. J 04 F.VG-] 18236 -SHEET -GRAD CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS (651) 681-1914 I hereby certify that this plan was prepared by Name % Revisions Date 10-30-2018 NOVAK-FLECK INC. I �'''� FEATHERSTONE 4TH ADDITION 8 2422 Enterprise Drive me or under my direct supervision and that I - Mendota Heights, MN 55120 Fax: reng.c 88 am a duly Licensed Professional Engineer Paul J. Cherne Designed P7C/JMM GRADING PLAN 8857 ZEALAND AVE N. 3 OF www.pioneereng.com under the laws of the State of Minnesota Reg. No. 19860 Date 11-5-2018 Drawn JMM BROOKLYN PARK, 55445 MONTICELLO, MINNESOTA I © 2018 Pioneer Engineering, P.A. � I\ \ ° Jr 1 S, O304 8 1 I +o I I I4\,\ \ 1 RIM\957.81 / /%� I 7 / /" 3 \ _ \ \ / 8.02 CjR 5710 205 I 1 - INV: 3.81 S O p �c/ I RIM: 956.80 I \ , \ \ 1 8 \ � moi' 6 ° I INV: 950.75 cfl \ - 1I\ p ° \ \\ to /� cop / IM 9 5.50 \\ - O O// co / I INV 9 1 11 / 1 [ ( \ \ � \ 53 � 2 I I j , 5 j 1� \ \ - \ 8.34 .43 p 1° I / i ) CD Mi _ � Z- C $ 0 0 4 _ �� 958 / 1 ^ �_�i� A- 0) \\ \ \ \ \\ \ _ / / \ \ IO \ 958 NTS .O �� �� I / ,� •� p° \ rnIRIM: 956 60 6� / ON J q y? 0 p . p 5 �,_`� 7.51 ` \ \ o \, cp 9 2' /0) (D \ \ \ ISO / o � s4,� \ Orn � I� R M: 955.75 �' \ INV: 951.70 7.32 RIM- 956.5000 ,58.7 \ 2 0 INV: 952.5040 %oma \ \, ^�° --- 2.0%- � ----- 01 --- ��.8% .� _ I \ \ \� 8 �� rill 0 9151,F I I II 961.6\\ \ 962.0 11 0 s.s3 L0=962.1 L0=962.1, LO -962.5 \\ \ \ \ \ 1 \ \ 2s 9 80 \.I 0 \J 0) �I I E. 0. F. I R I I R I 1 R \ I E. 0. I I I �I II, , \ \ roci C0 �� r) fobhICY) A6 -- \ I V / --� f 0 25 50 10 6 G. f I f I --- - - I -L.F'33+o - H.P. - \ 0.50: �57 28+00 29�00 30+00 31+00 G.B. I I 34 i 00 \ \ I 50q, & 58. 1 - 1.62% -G.B.@. I - I , - I -I -� +� I - 57. 70 fI 57.98 i \ \ � 1 58 4 51'2 59.51 5 90 59.7 59.5 59.2 .I 59.0 58.751 00% 1.00% f I -� 1.80% 8 5`�86 _ f I f ; _� 0. ° ♦ a >r ' - >-- >r----> \ GRAPHIC SCALE IN FEET \ I \ 86TH STREET NE- \ ---------- 60.3 0 60.3 -� P59.4 ------ a ------------------- _---------- --- --1 w \ i z cnI om ma\ \Ir I^ 0I ) 1 + _ I (0 Un �� ;6.5� , �r+- 1 .8% \ 141 ---' i m - I _-- \ RIM: 9 9. 5 coo 6 I _ ' O co 1 I \ I 4,G) . o T L --------_-_- --_----- _-_-_- - J INV.9 5 73 L ------------ --------------- ----- - 6�L.2 + I \ ---- ---- ------ o O --- 1 1 \ - - -- - - --------------------- 0-) - - _ 7 507° I956.43 -- ° INV:) 952.43 = 1 \ \ N LLJ Q0 0 LA II °- ' -�o "• rn I Urn-• 0--- ----- -------- --; I 1 ww -'' I \ ii C4 co (0c}, 8.8 Ln o v00 +O GRAD TRAIL ------ ------_ _ ry SUB ADE ------- w 0 - - -- -------- .3 m 62 � / 1 -----\ _ \ i --� •,, h 2.63 p�j/ I� I rn 11 r - ,r1 I �1 3 9 \ I rn �Z7 co 0 "Co oo cy)\ w s. i rn (0n I o O 771 90 1 I w c• I I ;- x -000 ao - O \ l � 6.31 `-�--� I I-= \ o f I I i i I M ------------O ' _- I ----- rn Lr -- --- -------J ^�------------_� --- -� ---_� 964/ � /962i --968 _ 966� - - oh--�•l^L_ -�- oh- °h r� of oh oh \ �h- o - o�h1 of ohm = oh - ohm--�_ � - - - - - STH-- S-TREE-f--PI-E- BENCH MARK ® TOP OF NUT HYDRANT NE QUADRANT OF 87TH STREET NE & EBERSOLE AVE. ELEV.=959.34 Know what's below. PISNEERengineering CCIII before you dig. g 04 -ENG-] 18236 -SHEET -GRAD CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS (651) 681-1914 1 hereby certify that this plan was prepared by Name G� Revisions Date 10-30-2018 NOVAK-FLECK INC. FEATHERSTONE 4TH ADDITION 2422 Enterprise Drive me or under my direct supervision and that I Mendota Heights, MN 55120 Fax: 88 am a duly Licensed Professional Engineer Paul J. ('I"rnc Designed PJC/JMM GRADING PLAN 8857 ZEALAND AVE N. 4 OF 8 www.pioneereng.creng.com under the laws of the State of Minnesota Reg. No. 19860 Daub 11-5-2018 Drawn JMM BROOKLYN PARK, 55445 MONTICELLO, MINNESOTA © 2018 Pioneer Engineering, P.A. CLASS II RIPRAP ,_ DITCH 2 FT. PROFILE 5 FT. TYPE IV GEOTEXTILE ALONG BOTTOM OF FILTER BERM TYPE 5 (ROCK) FILTER BERMS BOTTOM OF UPPER CHECK SHOULD BE SAME ELEVATION AS THE TOP OF THE LOWER CHECK TO PROVIDE FOR POOLING. FLOW SPACING (Y) DETERMINED I, Y BY FORMULA (SEE NOTES) POINT "A" ( 6"- 2`– s I I I I I I I /--970 �9�2\ 96\ ---- I i 962 � II )III 1 II I BASIN ACCESS \ i� 60.7- .001 » E. F.,o l 31 j 966.8 \I I 965.7 o} r I I L0=9623 I L0=966.2 a I R 964.9 ^ ro I G 965.872 .4 3 L0=965I mG9668I I /� I �I � 87 __957. �� � N \`rJ LF I G 9644 .9�} ..•I L-- 96 2.63 62,1 — f�3.1 937szi' Sq, 0.2-0, 6p�.3 - 10 r =9588 1 I bI \-1j w i 6& LF=960.9 8 SEWO I I` l I SII I I ' I 4 LO=_9&2.3 I ` -II I /LO=960.7 1 1 / I / I Y961.8 I �g60.2-1 J\-9M4 I�'��o °o°o •.� I \ I I --9M4 I I I III IN \\ `\ 956- I I � -- 9 nq, 4949:.} I r�lm� a Y OD Yt 1`-2 - � I _ y— — FILTER BERM TYPE -� 5 (SHOWN) ROCK DITCH CHECKS POINT "A" ALONG BOTTOM OF RIPRAP FILTER BERMS TYPE 3 ;-RGG14 �Tr Em on FILTER TYPE 5 (ROCK) O (FOR USE ON ROUGH GRADED AREAS) PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS (651) 681-1914 I hereby certify that this plan was prepared by Name % 2422 Enterprise Drive me or under my direct supervision and that I - Mendota Heights, MN 55120 Fax: 88 am a duly Licensed Professional Engineer Paul me g www.pioneereng.ceng.com under the laws of the State of Minnesota Reg. No. 19S60 S60 Date 11-5-2018 © 2018 Pioneer Engineering, P.A. \ \ / y / A/ / rt—► l '��✓� lam/ T� I / ��� / / / / \ v / / / \ –4- / / �l --�-- �� ---- —gyp/ % �,._. / `3� .,. / / / / /��� •-1\ \ \\,/ /i\ // // A / / / / / / /9 / / rte\ \ \'�\ \ / / / .,-^ •� / �\ / / ,/ \ \ /X\ i/ \\ B/�S1N ACCESS l`\ 961\Ss 0'92 T • 5. 09 s4�W HP_ 964 'O � _� 9S8,S /O9`S9S / / I � // `,(\ \ \ \����� ��\ ��o� � \\ •. 64?1 ea.o y z.ro \I-��� 8 i / 6 ,/ // I I , °� / � \\ \\ i \\ \ \�`r,li `\ 7.0 q /� � ., �/ � •. pe s3.ss3.o a.Po � i'� / � / 9 gS / / J / Lr ��/ \\ \\\ \ \ /// \\\ 00000000000 ROCK CONSTRUCTION ENTRANCE 00000000000 0000000000❑ INSTALL BEFORE START OF GRADING ❑000000000❑ PERIMETER EROSION CONTROL FENCE. INSTALL BEFORE START OF GRADING HEAVY DUTY EROSION CONTROL FENCE. INSTALL AFTER LOCAL GRADING COMPLETE SECONDARY EROSION CONTROL FENCE. TO BE INSTALLED 48 HOURS AFTER COMPLETION OF GRADING. 2' SOD OR EROSION CONTROL FENCE AT BACK OF CURB. TO BE INSTALLED AFTER COMPLETION OF SIDEWALK CONSTRUCTION. BASIN ACCESS 8% SLOPE MAX. SUMPED RIP RAP PERMANENT ENERGY DISSIPATER, INSTALL WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER PHASE LINE –»»»»»} TEMPORARY DRAINAGE DITCH LEGEND = L_�- 0 50 100 200 GRAPHIC SCALE IN FEET O® CATCH BASIN INLET PROTECTION TO BE INSTALLED AFTER 1ST LIFT NOVAK—FLECK INC. FEATHERSTONE 4TH ADDITION Designed MNDOT CAT 3 EROSION CONTROL BLANKET. INSTALL WITHIN 7 DAYS OF GRADING 8857 ZEALAND AVE N. OF BITUMINOUS. JMM COMPLETION MONTICELLO, MINNESOTA CATCH BASIN INLET PROTECTION ®� TO BE INSTALLED WITH CATCH MNDOT CAT 6 EROSION CONTROL BLANKET. BASIN GRATE. INSTALL WITHIN 7 DAYS OF GRADING COMPLETION STRAW BIO ROLLS. INSTALL WITHIN 7 DAYS OF GRADING COMPLETION OR BEFORE 1ST RAINFALL EVENT WHICHEVER IS FIRST DO NOT DISTURB AREAS ROCK DITCH CHECK. INSTALL WITHIN 7 DAYS OF GRADING COMPLETION OR BEFORE 1ST RAINFALL EVENT WHICHEVER IS FIRST \111 STEEP SLOPE, 3:1 (H: V) DIVERSION DITCH TO BE PLACED AS NEEDED (33.3%) OR STEEPER GRADE UNTIL STORM SEWER CONSTRUCTED v vv�v•v•v•v v vI TEMPORARY SEDIMENTATION BASIN vvvvvvvv vvvvvvvv BENCH MARK DISCHARGE LOCATION TOP OF NUT HYDRANT W W WETLAND NE QUADRANT OF W WETLAND BUFFER SIGN W W W W W W W 87TH STREET NE & EBERSOLE AVE. — ELEV.=959.34 C CONSERVATION AREA SIGN STABILIZED EMERGENCY OVERFLOW Revisions Date 10-30-2018 NOVAK—FLECK INC. FEATHERSTONE 4TH ADDITION Designed Pic/JMM EROSION CONTROL PLAN 8857 ZEALAND AVE N. Drawn JMM BROOKLYN PARK, 55445 MONTICELLO, MINNESOTA 04 -ENG- 118236 -SHEET -EROS 5 of 8 \ A / ��✓�%J41 J,r� \ 100 ice/ g L-yl� / �.,` \✓ 7—�� r %r `T\ /� l l l l�-� / \\ \v/ // II I /I W. �r W V• W Vr W W W W W W W W W V\/i ,i � W W W W W W W W W W l W W W W W W W W W W W W W W W W W W W W W W W �W W W W W W W W W W W W W W W� j W W� W y -W\ \�../W..`WW .W. W .. W W.. 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W,d W W W W $ W W L W * �' •ter �, I H S %� W W � , N � � J� �� W W 1 W W �■ 58.W . . . . 56.E W �i.o W I �-.o � � \ \ * * "'.\ . ��� „ WIW W W l \ / )� / 958— ,IV \ W \� 14 5 I 10+00 12+00 13�05 l0. \ \ I \ PERMANENT TURF RESTORATION SHALL BE DONE IN ACCORDANCE WITH MNDOT 2575 & 3876 CONSISTING OF: MINNESOTA STATE SEED MIXTURE 22-112 IIIIII PERMANENT BASIN SEEDING SHALL BE DONE IN ACCORDANCE WITH MNDOT 2575 & 3876 CONSISTING OF: WET BASIN BENCH/(IN)FILTRATION BASIN: MINNESOTA STATE SEED MIXTURE 33-261 I II IUPLAND/NATURAL AREA SEEDING SHALL BE DONE IN ACCORDANCE TO MNDOT 2575 & 3876; CONSISTING OF: MINNESOTA STATE SEED MIXTURE 35-221 Date 10-30-2018 Designed PJC/JMM Drawn JMM SEEDING PLAN NOVAK-FLECK INC. 8857 ZEALAND AVE N. BROOKLYN PARK, 55445 0 40 80 160 GRAPHIC SCALE IN FEET BENCH MARK TOP OF NUT HYDRANT NE QUADRANT OF 87TH STREET NE & EBERSOLE AVE. ELEV.=959.34 04 -ENG- 118236 -SHEET -SEED FEATHERSTONE 4TH ADDITION( o $ MONTICELLO, MINNESOTA GRADING SEQUENCE 1. INSTALL ROCK CONSTRUCTION ENTRANCE 2. INSTALL PERIMETER SEDIMENT CONTROL DEVICES (SILT FENCE). 3. STRIP TOPSOIL, STOCKPILE AND STABILIZE IN BERM FOR FUTURE SPREADING. 4. DIG TEMPORARY SEDIMENT BASIN, BASIN TO BE 1800 CF/ACRE OF AREA STRIPPED. CLEAN TEMP BASIN ONCE 50% FULL. 5. ALL SOILS WILL BE COMPACTED PER SPECIFICATIONS. 6. MAINTAIN DRAINAGE DURING GRADING OPERATION TO TEMPORARY SEDIMENT BASIN. 7. COMPLETE SITE GRADING PER PLAN. 8. RESPREAD TOPSOIL MAINTAIN A MINIMUM OF 4" DEPTH. 9. MAINTAIN DRAINAGE TO TEMP SEDIMENT BASIN UNTIL NEXT PHASE BEGINS. 10. STABILIZE DENUDED AREAS AND STOCKPILES WITHIN TIME FRAME LISTED IN EROSION PREVENTION PRACTICES GENERAL NOTES 1. THE STORM WATER POLLUTION PREVENTION MANAGER SHALL BE A PERSON TRAINED, KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTION AND SEDIMENT CONTROL BMPS WHO WILL OVER SEE THE IMPLEMENTATION OF THE SWPPP AND THE INSTALLATION, INSPECTION AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS BEFORE AND DURING CONSTRUCTION. 2. 3. CONTRACTOR TO ADHERE TO ALL REQUIREMENTS OF THE MINNESOTA POLLUTION CONTROL AGENCY N.P.D.E.S. PERMIT, INCLUDING THE REQUIREMENT TO MINIMIZE THE AREA DISTURBED BY GRADING AT ANY GIVEN TIME AND TO COMPLETE TURF RESTORATION WITHIN THE TIME REQUIRED BY THE PERMIT AFTER TEMPORARY CEASING GRADING OR COMPLETION OF GRADING. 4. A COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. BMP'S REFER TO EROSION AND SEDIMENT CONTROL PRACTICES DEFINED IN THE MPCA PROTECTING WATER QUALITY IN URBAN AREAS AND THE MINNESOTA CONSTRUCTION SITE EROSION AND SEDIMENT CONTROL PLANNING HANDBOOK. 6. ALL EROSION AND SEDIMENT CONTROL FACILITIES (BMP'S) SHALL BE INSTALLED AND IN OPERATION PRIOR TO LAND DISTURBANCE ACTIVITIES. SOME EROSION CONTROLS SUCH AS CHECK DAMS AND TEMPORARY SILT PONDS MAY BE INSTALLED AS GRADING OCCURS IN THE SPECIFIC AREA. THEY SHALL BE MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR EROSION HAS PASSED. 7. THE BMP'S SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHALL ANTICIPATE THAT MORE BMP'S WILL BE NECESSARY TO ENSURE EROSION AND SEDIMENT CONTROL ON THE SITE. DURING THE COURSE OF CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY CONSTRUCTION ACTIVITIES AND/OR CLIMATIC EVENTS AND TO PROVIDE ADDITIONAL BMP'S OVER AND ABOVE THE MINIMUM REQUIREMENTS SHOWN ON THE PLANS THAT MAY BE NEEDED TO PROVIDE EFFECTIVE PROTECTION OF WATER AND SOIL RESOURCES. 8. ALL TREES NOT LISTED FOR REMOVAL SHALL BE PROTECTED. DO NOT OPERATE EQUIPMENT WITHIN THE DRIP LINE, ROOT ZONES OR WITHIN TREE PROTECTION FENCE AREAS. 9. WHEREVER POSSIBLE, PRESERVE THE EXISTING TREES, GRASS AND OTHER VEGETATIVE COVER TO HELP FILTER RUNOFF. 10. OPERATE TRACK EQUIPMENT (DOZER) UP AND DOWN EXPOSED SOIL SLOPES ON FINAL PASS, LEAVING TRACK GROOVES PERPENDICULAR TO THE SLOPE. DO NOT BACK- BLADE. LEAVE A SURFACE ROUGH TO MINIMIZE EROSION. 11. TEMPORARY SEED SHALL BE DONE IN ACCORDANCE TO MNDOT 2575 & 3876. CONSISTING OF: • MN SEED MIX 22-111 @ 40 LBS. PER ACRE OR APPROVED EQUAL. • MULCH SHALL BE MNDOT TYPE 3 @ 2 TONS PER ACRE OR APPROVED EQUAL AND DISK ANCHORED IN PLACE OR APPROVED EQUAL, INSTALLED TO MINIMUM 90% COVERAGE OF THE SURFACE AREA DISTURBED. • TYPE 1 FERTILIZER, 10-10-20 @ 200 LBS. PER ACRE 10. PERMANENT TURF RESTORATION SHALL BE DONE IN ACCORDANCE WITH MNDOT 2575 & 3876. CONSISTING OF: • MN SEED MIX 22-112 AT 50 POUNDS PER ACRE. • MULCH SHALL BE MNDOT TYPE 3 @ 2 TONS PER ACRE OR APPROVED EQUAL AND DISK ANCHORED IN PLACE OR APPROVED EQUAL, INSTALLED TO MINIMUM 90% COVERAGE OF THE SURFACE AREA DISTURBED.MULCH AT 90 % COVERAGE WITH DISC ANCHOR. • TYPE 3 FERTILIZER, 22-5-10 80%W.I.N @ 350 LBS PER ACRE. 11. SLOPES AT 3:1 OR STEEPER, AND/OR WHERE INDICATED ON THE PLANS SHALL BE SEEDED AND HAVE AN EROSION CONTROL BLANKET TYPE 3 INSTALLED OR MAY BE HYDROSEEDED WITH TACKIFIER MULCH. 12. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS. 13. IF BLOWING DUST BECOMES A NUISANCE. THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS. 14. WITHIN 7 DAYS OF COMPLETION OF THE SITE GRADING OPERATIONS THE ENTIRE SITE (EXCEPT ROADWAYS) SHALL HAVE BEEN SEEDED AND MULCHED AND SILT FENCE SHALL INSTALLED AROUND ALL PONDS. 15. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROPERLY DISPOSED OF WITHIN THIRTY (30) DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. 16. THE MINIMIZATION OF SOIL COMPACTION MUST BE USED ON AREAS OUTSIDE OF SPECIFIC COMPACTION REQUIRED AREAS. THESE PRACTICES INCLUDE: PREVENTING HEAVY EQUIPMENT TRAFFIC AND CONSTRUCTION TRAFFIC FROM AREAS, USING PRACTICES TO PREVENT CONCENTRATED FLOW OCCURRING OVER THE SOIL, PROVIDE LIGHT TRACKED EQUIPMENT TO CONSTRUCT AREA TO FINAL GRADE. THE AREAS REQUIRING LOOSE SOIL INCLUDE ALL TOPSOIL PLACEMENT AND INFILTRATION/FILTRATION BASINS. R iW i'ii.I 14' 4.00% 2.00% I r• SVOQ`v Reg. No. 19860 Date 11-5-2018 Q� `SEE CITY PLATE 4" TOPSOIL, SEED, NO -5012 FOR TYP. O SIDEWALK AND MULCH OR SOD Cl) c� z:2 CO (TYPICAL) 000 2' z OU 60' I 32' GQ..I (FACE TO FACE) MODIFIED DESIGN D CURB & GUTTER 1 2.00% 2.00% - 1 1/2 " TYPE 2360 BITUMINOUS WEARING COURSE TACK COAT MNDOT 2357 2" TYPE 2360 BITUMINOUS NON -WEARING COURSE - 6" CLASS V GRAVEL (MODIFIED) - A. -I 24" SELECT GRANULAR BORROW (2'- 6" BEHIND CURB) �2 6" MINIMUM SCARIFY AND COMPACT SUBGRADE TYPICAL SECTION URBAN RESIDENTIAL 7' 1 6' CONSTRUCTION ACTIVITY REQUIREMENTS A. EROSION PREVENTION PRACTICES 1. THE CONTRACTOR SHALL IMPLEMENT CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES THAT MINIMIZE EROSION. THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE DELINEATED (E.G. WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) ON THE DEVELOPMENT SITE BEFORE WORK BEGINS. 2. TEMPORARY STABILIZATION MUST BE INITIATED IMMEDIATELY WHENEVER ANY CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ON ANY PORTION IF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 7 OR 14 CALENDAR DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN 7 OR 14 CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY HAS TEMPORARILY OR PERMANENTLY CEASED. 3. ALL EXPOSED SOIL AREAS WITHIN 200 FEET OF A SURFACE WATER OR ANY STORMWATER CONVEYANCE SYSTEM WHICH IS CONNECTED TO A SURFACE WATER MUST BE STABILIZED WITHIN 7 DAYS. THESE AREAS INCLUDE POND SIDE SLOPES, EXPOSED SOIL AREAS WITH A POSITIVE SLOPE TO A CURB AND GUTTER SYSTEM, STORM SEWER INLET, DRAINAGE DITCH, OR OTHER SYSTEM THAT DISCHARGES TO A SURFACE WATER. 4. THE NORMAL WETTED PERIMETER OF ANY DRAINAGE DITCH MUST BE STABILIZED WITHIN 200 LINEAL FEET FROM THE PROPERTY EDGE, OR FROM THE POINT OF DISCHARGE TO ANY SURFACE WATER (WITHIN 24 HOURS OF CONNECTING TO A SURFACE WATER). 5. PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS OF CONNECTION TO A SURFACE WATER. B. SEDIMENT CONTROL PRACTICES 1. SEDIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT ENTERING SURFACE WATERS. DITCHES AND SEDIMENT BASINS REQUIRE SEDIMENT CONTROL PRACTICES ONLY AS APPROPRIATE FOR SITE CONDITIONS. IF DOWN GRADE SYSTEM IS OVERLOADED, ADDITIONAL UPGRADE PRACTICES MUST BE INSTALLED, AND THE SWPPP MUST BE AMENDED. THERE SHALL BE NO UNBROKEN SLOPE LENGTH OF GREATER THAN 75 FEET FOR SLOPES WITH A GRADE OF 3:1 OR STEEPER. SLOPES MAY BE BROKEN WITH SILT FENCE, ROCK CHECK DAMS, COMPOST SNAKES, OR OTHER APPROVED METHODS AND/OR AS SHOWN ON THE EROSION CONTROL PLAN. 2. SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON DOWNGRADE PERIMETERS BEFORE UPGRADE LAND DISTURBING ACTIVITIES BEGIN. 3. THE TIMING OF SEDIMENT CONTROL PRACTICES MAY BE ADJUSTED TO ACCOMMODATE SHORT TERM ACTIVITIES. HOWEVER, THESE PRACTICES MUST BE INSTALLED BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE ACTIVITY IS NOT COMPLETE. 4. CONTRACTOR MUST PROTECT ALL STORM DRAIN INLETS BY APPROPRIATE BMP'S DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. 5. TEMPORARY STOCKPILES MUST HAVE SILT FENCE AROUND THE PERIMETER OF THE BASE OF THE STOCKPILE AND CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORM WATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS OR DITCHES. 6. CONTRACTOR MUST INSTALL TEMPORARY (OR PERMANENT) SEDIMENTATION BASINS WHERE TEN OR MORE ACRES OF DISTURBED SOIL DRAIN TO A COMMON LOCATION AND/OR AS SHOWN ON THE EROSION CONTROL PLAN. C. DEWATERING AND SURFACE DRAINAGE 1. DEWATERING OR ANY TYPE OF SURFACE DRAINAGE THAT MAY HAVE TURBID OR SEDIMENT LADEN DISCHARGE WATER MUST BE DISCHARGED TO AN APPROVED SEDIMENT BASIN ON THE PROJECT SITE WHENEVER POSSIBLE. IF THE WATER CANNOT BE DISCHARGED TO A BASIN PRIOR TO ENTERING THE SURFACE WATER, IT MUST BE TREATED WITH THE APPROPRIATE BMP'S SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE RECEIVING WATER OR DOWNSTREAM LANDOWNERS. THE CONTRACTOR MUST ENSURE THAT DISCHARGE POINTS ARE ADEQUATELY PROTECTED FROM EROSION AND SCOUR. THE DISCHARGE MUST BE DISPERSED OVER NATURAL ROCK RIP RAP, SAND BAGS, PLASTIC SHEETING, OR OTHER ACCEPTED ENERGY DISSIPATION MEASURES. 2. ALL WATER FROM DEWATERING MUST BE DISCHARGED IN A MANNER THAT DOES NOT CAUSE NUISANCE CONDITIONS, EROSION, OR INUNDATION OF WETLANDS CAUSING SIGNIFICANT ADVERSE IMPACT TO THE WETLAND. D. INSPECTIONS AND MAINTENANCE 1. THE CONTRACTOR MUST APPOINT SOMEONE TO INSPECT THE CONSTRUCTION SITE ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT OF GREATER THAN 0.5 INCHES IN 24 HOURS. ALL INSPECTIONS MUST BE RECORDED IN WRITING AND RETAINED PER M.P.C.A. N.P.D.E.S. REQUIREMENTS. (NOTE: LOCAL JURISDICTION MAY REQUIRE A MORE FREQUENT INTERVAL OF INSPECTION.) 2. ALL NONFUNCTIONAL BMPS MUST BE REPAIRED, REPLACED OR SUPPLEMENTS WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS UNLESS ANOTHER TIME FRAME IS SPECIFIED. (SEE MPCA NPDES PERMIT IV.E.5). E. POLLUTION PREVENTION MANAGEMENT MEASURES 1. SOLID WASTE MUST BE DISPOSED OF PER M.P.C.A. REQUIREMENTS. 2. HAZARDOUS MATERIALS MUST BE STORED AND DISPOSED OF PER M.P.C.A. REGULATIONS. 3. EXTERNAL WASHING OF CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED OF. NO ENGINE DECREASING IS ALLOWED ON SITE. W W W W z z z z J J J J 0 0 0 0 J J J J LOT PROFILE l_ DIN OF FLOW STREET PROFILE RAW DIRECTION OF FLOW ON STREET 0.5' 0.5' 0.5' LOT BENCHING DETAIL NO SCALE MQ� OpE �.1 5� 4.00% 2.00% I IT 1 under the laws of the State of Minnesota Reg. No. 19860 Date 11-5-2018 Q� `SEE CITY PLATE z M NO -5012 FOR TYP. O SIDEWALK 10 2 ROLLS OF SOD TO BE PLACED BEHIND CURB AND SIDEWALK/TRAIL. 2Z THE USE AND THICKNESS OF SELECT GRANULAR BORROW IS BASED ON EXISTING SOIL CONDITIONS AS DFTFRMINFD BY THE CITY ENGINEER. STREET WIDTH TO BE DETERMINED BY THE CITY ENGINEER. ® 6" PERFORATED P.E. PIPE WITH FABRIC. INSTALL WHERE CLAY SOILS ARE ENCOUNTERED IN THE ROADWAY PltNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2018 Pioneer Engineering. P.A. SEE PLATE 4006 FOR DETAILS DRAINAGE & UTILITY 29'0 28.0 EASEMENT �F FINISHED GROUND ELEVATION O DLOCK N0. LOWEST OWS TIONPENING 7 LOT NO. ELEVSTEP HEIGHT HOUSE TYPES (IF REQUIRED) 31.5 R RAMBLER LOWEST FLOOR 'L =929.0 LO RAMBLER LOOKOUT ELEVATION LO MODIFIED LOOKOUT LO SEWO SPLIT ENTRY WALKOUT GARAGE ELEVATION 1° STEP RECOMMENDED�\ LF=929.0 GARAGE SIDE _I _-37.0 FINISHED ELEVATION @ LOT CORNER 35.5 34.5 I hereby certify that this plan was prepared by me or under my direct supervision and that I % Revisions N`""` ""t/I - Paul J. Cherne am a duly Licensed Professional Engineer PJC/JMM under the laws of the State of Minnesota Reg. 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MATERIAL �rrrirrrrrrrrrrrrrrrrirrrr / OQ��P�� BOTTOM OF UNSUITABLE MATERIAL NON -SELECT COMPACTED .rrrirrrrrrrrrrrrrrrrir %��/� X �< BACKFILL MATERIAL rrrirr UNDISTURBED SOIL // UNDISTURBED SOIL 10'10'- MIN. MIN. SUBGRADE CORRECTION (TYPICAL SECTION NOT TO SCALE) GRADING DETAILS 04 -ENG -1 18236-SHEET-DTLS-GRAD NOVAK-FLECK INC. FEATHERSTONE 4TH ADDITION1 8857 ZEALAND AVE N. % OF 8 BROOKLYN PARK, 55445 MONTICELLO, MINNESOTA I O N U N O C)Ljj N z M Q O z OfCO CO O� Q J \ JJ z W Of Q U J_ LL_ O z O O l Z z O ~ J _jw IL Cn Q (Y ZW 7-, C'J (n W > M J U LL J C0 W W Of ILLJ- W Q 3:>> W Q r > V � � f 0 O U) > W _J W _J /oi O o - w J O ~ 0 „ o�' J FINISHED GROUND ELEVATION PER PLAN VARIES 10' - LO C3 iV) 0 LOWEST OPENING' EGRESS PIT 0 VARIES 10' 35' FINISH GRADE GRADING GRADE 1 LOWEST OPENING 0 LO - LOWEST FLOOR PER PLAN 0 FINISHED GROUND ELEVATION ❑ PER PLAN VARIES 10' 35' FINISH GRADE GRADING GRADE 1 LOWEST OPENING CD LO L6 0 LOWEST FLOOR PER PLAN 0 FINISHED GROUND ELEVATION ❑ PER PLAN 60' 15' - - VARIES VARIES VARIES - FINISH GRADE GARAGE ELEVATION PER PLAN 60' I I I SEE TYPICAL STREET SECTION 25' 15' - - VARIES VARIES VARIES- GAFAGE ELEVATION PER PLAN FINISH GRADE _i TOPSOIL,:..;:::. :::•:.::•:::.:::::.:... ;;........... -t LO-SUBGRADE ❑ GRADING GRADE 0 co �J .5'- � I SEE TYPICAL El STREET SECTION MODIFIED *LOOKOUT 60' 25' 15' VARIES VARIES VARIES - GAF - AGE ARIESGAFAGE ELEVATION PER PLAN FINISH GRADE I TOPSOIL •• n -SUBGRADE GRADING GRADE LO 1 ('054 I SEE TYPICAL El STREET SECTION LOOKOUT .e VARIES 10' 35' 25' 15' - - VARIES VARIES VARIES FINISH GRADE GARAGE ELEVATION PER PLAN FINISH GRADE GRADING GRADE I it) TOPSOIL.;:.:;:: •:.:.::•:::.::::::.... LOWEST FLOOR/ LOWEST OPENING �:•::•:•::•::•::•:::•::•:•::•:•::•::•::•::•::•:•::•:•::•:•::•::•::;, .:.;::<•�"����.,•::�:::: • I PER PLAN } \-SUBGRADE Lq o o ❑ GRADING GRADE `� 1 L I O ' SEE TYPICAL ........... .......... .......... STREET SECTION .. `n 3, O FINISHED GROUND ELEVATION SPLIT ENTRY WALKOUT PER PLAN Q Q Y w v o Q OD ~FINISH GRADE w � GRADING GRADE ':•:- / HOLD DOWN TOPSOIL •: •;•...•:.:::: •.::..,.•: :.. ......irrrrirrr •••••::�� .;...... rirrrrrrrii •i//,rii, irrrrrrrrrrirrrrrri': ::irrrrrrirrrrrrrii i rrri ..-::.........................::.-....... , .. • „ irrrrrrrrrrirrrrrriiiii iiirrrrrr rrrrrrii Gv / irrrri .:::/iiiirrrrrrrrrrrirrrrrrrrrri•••••••••••`"`"`•••••••••••••••• ............................... rrriiirrri iiirrrii (� � rrri '•"irrrrrrrrrrrrrrrrirrrrrrr rr i rrii N. rrii •,,, SELECT BACKFILL NON -SELECT ,,,,,Ea �� SUBGRADE rrrri 7.A MATERIAL N -COMPACTED "CKFILL MATERIAL EXIS ING GROUND /\ �Y SELECT BACKFILL irrrirrrrrrrrrrrrrrrrirrrrrr \\/ ^ :rrrirrrrrrrrrrrrrrrrirrrrr �rrrirrrrrrrrrrrrrrrrirrrrr �1� cO� � ^. MATERIAL �rrrirrrrrrrrrrrrrrrrirrrr / OQ��P�� BOTTOM OF UNSUITABLE MATERIAL NON -SELECT COMPACTED .rrrirrrrrrrrrrrrrrrrir %��/� X �< BACKFILL MATERIAL rrrirr UNDISTURBED SOIL // UNDISTURBED SOIL 10'10'- MIN. MIN. SUBGRADE CORRECTION (TYPICAL SECTION NOT TO SCALE) GRADING DETAILS 04 -ENG -1 18236-SHEET-DTLS-GRAD NOVAK-FLECK INC. FEATHERSTONE 4TH ADDITION1 8857 ZEALAND AVE N. % OF 8 BROOKLYN PARK, 55445 MONTICELLO, MINNESOTA I SPECIAL NOTE: SPECIAL ATTENTION SHALL BE PAID WHEN INSTALLING DRIVEWAYS TO NOT UNDERMINE OR DAMAGE EXISTING SIDEWALKS. 3" OF 1 — 0 6" CRUSHED APPROVED EQUIVA-rENT TAPER DEPTH AND WIDTH IN 10' SIDEWALK rl IDQ 4, rI ITTCo OF 1-1/2" ROCK OR 6" CRUSHED CONCRETE EXISTING CURB OVERFLOW IS Y2 OF THE CURB BOX HEIGHT PLAN WIMCO ROAD DRAIN CG -23* HIGH FLOW INLET PROTECTION CURB AND GUTTER MODEL OR CITY APPROVED EQUAL. DEFLECTOR PLATE — OVERFLOW IS )2 OF THE CURB BOX HEIGHT OVERFLOW AT TOP OF FILTER ASSEMBLY CURB * FOR THE NEW R -3290 -VB STANDARD CASTING, INSTALL WIMCO ROAD DRAIN CG -3290 OR CITY APPROVED EQUAL, FILTER ASSEMBLY DIAMETER, 6" ON -GRADE 10" AT LOW POINT HIGH-FLOW FABRIC OVERFLOW SLOT IN SHROUD OVERFLOW SLOT IN SHROUD WING NUT ATTACHMENT HOOK SILT FABRIC SLEEVE PER MnDOT SPECIAL PROVISION 3886 SILT FABRIC SLEEVE PER MnDOT SPECIAL PROVISION 3886 Title: Title: Title: Inlet Protection Residential Gravel Inlet Protection Standard Plate Library Construction Entrance tStandard Plate Library Catch Basin Insert Sta�n+dard Plate Library Grate Inlet Cover Cit of Monticello Date: Plate No. t of Monticello Date: Plate No. Cit of Monticello Date: Plate No. City 03-05 y 03-07 y 03-07 Revised: 03-15 6001 \ a-� Revised: 03-15 6004 -- - Revised: 03-15 6005 ¢ E m c Ln ¢E) (D0 v T-6 L O E o III [ CvC a m L m v III U U m, /J Moai�U Ili r J J H II ©'� oOZ III =o I 00 ^ ova Q MM01A �= z w ma = 0 0 5 w_ o ice w� w Ow c 3 c 0W y } / C)= OEd a oXcwi 8 N[ii �oL`7 III O] 6 Q�wx Innw Wa W WZ Ld _,! T�< da T LL, �Q III w QO � 4JlD F -W m p J NZZQ ¢M UE y Of II l.l_ IUi 0I- O� pJ WW 11 [ F- ¢ — U Z. Oq[�� Ja wy �i LLJ Z Www m Q� TU r Ow II [ z w wLL H I, p pza zm OQ r� W� IiEd o s F' O. �J rw ZZZU jm Cn �z r— Q 'Cz�p 3a o R. 'nx li Z, - W H- w O W [n¢ wd v; O w U �W 0,0 yw FW Y zpmor ��= w= q�2 }wp4A LJWZH- z � 4JW_ F-, zW Iw Q 6m[n iC3 UdJ�N WW 0 0M mJ Qw V� n 3 C7 7 J cr J_ Q Ii2vlo - -,,,0 M} wiTn w~ ay mcn Illi T -'i Vi [nwa Fm gw s�U¢z Q m} O� z� mm o a I 0n Z OF x¢U_ r Lo g¢ o O aamc� 0+rJ N an �wNN� c~ip o wS coo � 4 vv U ON < WOW d [NO <Ox ?Q aQ ow WJ z~ a� c a UrOw[E (0pZ d ® rn U m w z IR w M7) 7w Z�U 70 W 0 - Z6 `L p1 WN I Q ail ��� W W mz oUm oxo ,� ma ,J-�U z� p ;� of Va NW II bi Z ¢ o� Zmm 0T - (=n0 RO 122Q dm II Mr°D'f 00 - (n O O Ej Ln on ir W�O Lj �LL Fw o�w Z dog II 4��p z(.7 pmd WN ww I N J >. �05 CEZ oF2 z LLo �� wo a� wd EL r ri rs v ii CL 4 p¢yZ UE I -r 21n -j z < Cj I~i W 6-o0- � mWZw W In 6U,16_10 N Ow¢ _z 2WF- 10 0. Z Q w O J w J m O I v WILE] E_w0 U o Jtn (n wjx dOE a Zmrz� 9. Ii U�0OU 12: N D Z Y o w W ELI) A CALL TO GOPHER STATE ONE (454-0002) tr W x rnm IS REQUIRED A MINIMUM OF 48 HOURS PRIOR TO PERFORMING ANY EXCAVATION. Title: Residential Building Standard Plate Library Erosion Control Cit of Monticello Date: Plate Na. City 03-05 6006 0 0 6 - - — Revised: 03-15 6 PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 88 www.pioneereng.creng.com © 2018 Pioneer Engineering, P.A. Where LIIC IIUW UI WULC1 IS sheeting, place sod strips perpendicular to the direction of water flow. SHINGL Where the flow of water is concentrated, place sod stips parallel to the direction of OVERLAPPING SOD water flow. NOTE. Although pegging of sod is not specifically required it is understood thct the contractor will be responsible for the successful establishment of the sod including repair or replacement of sod which becomes displaced or damaged due to lack of protection or proper care. Title: Standard Plate Library Sod Placement City of Monticello Date: Plate No. 03-07 Revised: 601 0 03-15 I hereby certify that this plan was prepared by Name % Revisions me or under my direct supervision and that I Paul J. - am a duly Licensed Professional Engineer under the laws of the State of Minnesota Reg. No. 19S60 Date 11-5-2018 Date 10-30-2018 Designed PJC/JMM Drawn JMM 4'-0" Standard Plate Library City of Monticello • 0 BITUMINOUS TRAIL DESIGN 0" :•3' I 1'3 �20� • • AO - PATHWAY WIDTH 10 ft r * «7,3 • * • 3.3' © - SHOULDER WIDTH 1 ft MIN. 0 0 0 • • • 0 7 STAPLES PER SO- YD- 1.16 STAPLES PER SO. YD. 375 STAPLES PER SO- YD - 4 1 SLOPES 3:1 SLOPES HIGH FLOW CHANNEL & SHORELINE 1 PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6'(15=) DEEP X 8" (15cm) WIDE TRENCH WITH APPROXIMATELY 12"J30—) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH, ANCHOR THE BLANKET WITH A ROW OF STAPLEWSTAKES APPROXIMATELY 12'(30—)APART IN THE BOTTOM OFTHE TRENCH, BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30—) PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL- SECURE BLANKET OVER COMPACTEC SOIL WITH A ROW OF STAPLESISTAKES SPACED APPROXIMATELY 12" (30m) APART ACROSS THE WIDTH OF THE BLANKET. 3, ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINSTTHE SOIL SURFACE, ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLESISTAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM, STAPLESISTAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPREATE STAPLE PATTERN. 4. THE EDGES OF PARALLEL BLANKETS MUST B - STAPLED WITH APPROXIMATELY T -F (&--12.5-) ) OVERLAP DEPENDING ON BLANKETTYPF- TO FNSURF PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING 6LANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET, 5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3-(7,5c )OVERLAP, STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 17130un} APART ACROSS ENTIRE BLANKET WIDTH. NOTE: `IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6- (1&.) MAYBE NECESSARY TO PROPERLY SECURE THE BLANKETS. Title: Erosion Control Blanket Standard Plate Library Stapling Patterns & Installation City of Monticello Date: 03-08 Plate No. -- Revised: 03-15 6011 GRADING DETAILS 3" SP 9.5 WEARING COURSE MIXTURE (2,B) 6" CL 5 AGGREGATE BASE (MODIFIED) 12" SELECT GRANULAR BORROW 6" MIN[fMUM SCARIFY AND RE COMPACT (SUBGRADE PREP) FABRIC IF DIRECTED BY ENGINEER O Title: Conservation Easement Post Detail Date: 03-05 Plate No. Revised:5020 03— 5 NOTES: 1. TRAIL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE CITY OF MONTICELLO GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES. 2. PEDESTRIAN RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOMES AND CONFORM TO ADA REQUIREMENTS. 3. MODIFY SURFACING, BASE, AND SUBGRADE DESIGN BASED ON EXPECTED VEHICULAR USE AND SUBGRADE SOILS, I� NOVAK-FLECK INC. 8857 ZEALAND AVE N. BROOKLYN PARK, 55445 Standard Plate Library City of Monticello 3' TO 6' 0O 4—X Title: Typical Trail Section Date: 03-05 Plate No. Revised: 03-15 5 013 04 -ENG- 118236-SHEET-DTLS-GRAD FEATHERSTONE 4TH ADDITION 8 0 8 MONTICELLO, MINNESOTA I D 4x4 TREATED POST N S 3" WIDE BY 30" LONG BROWN EALUMINUM SIGN WITH 1-1/2" V HIGH WHITE LETTERING 31" A T I 0 N 4,-0" A R E A 17" - GRADE SET POST IN QUICKCRETE FAST -SETTING CONCRETE OR APPROVED EQUAL. MIN 12" DIA HOLE 4'-0" Standard Plate Library City of Monticello • 0 BITUMINOUS TRAIL DESIGN 0" :•3' I 1'3 �20� • • AO - PATHWAY WIDTH 10 ft r * «7,3 • * • 3.3' © - SHOULDER WIDTH 1 ft MIN. 0 0 0 • • • 0 7 STAPLES PER SO- YD- 1.16 STAPLES PER SO. YD. 375 STAPLES PER SO- YD - 4 1 SLOPES 3:1 SLOPES HIGH FLOW CHANNEL & SHORELINE 1 PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6'(15=) DEEP X 8" (15cm) WIDE TRENCH WITH APPROXIMATELY 12"J30—) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH, ANCHOR THE BLANKET WITH A ROW OF STAPLEWSTAKES APPROXIMATELY 12'(30—)APART IN THE BOTTOM OFTHE TRENCH, BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30—) PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL- SECURE BLANKET OVER COMPACTEC SOIL WITH A ROW OF STAPLESISTAKES SPACED APPROXIMATELY 12" (30m) APART ACROSS THE WIDTH OF THE BLANKET. 3, ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINSTTHE SOIL SURFACE, ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLESISTAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM, STAPLESISTAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPREATE STAPLE PATTERN. 4. THE EDGES OF PARALLEL BLANKETS MUST B - STAPLED WITH APPROXIMATELY T -F (&--12.5-) ) OVERLAP DEPENDING ON BLANKETTYPF- TO FNSURF PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING 6LANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET, 5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3-(7,5c )OVERLAP, STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 17130un} APART ACROSS ENTIRE BLANKET WIDTH. NOTE: `IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6- (1&.) MAYBE NECESSARY TO PROPERLY SECURE THE BLANKETS. Title: Erosion Control Blanket Standard Plate Library Stapling Patterns & Installation City of Monticello Date: 03-08 Plate No. -- Revised: 03-15 6011 GRADING DETAILS 3" SP 9.5 WEARING COURSE MIXTURE (2,B) 6" CL 5 AGGREGATE BASE (MODIFIED) 12" SELECT GRANULAR BORROW 6" MIN[fMUM SCARIFY AND RE COMPACT (SUBGRADE PREP) FABRIC IF DIRECTED BY ENGINEER O Title: Conservation Easement Post Detail Date: 03-05 Plate No. Revised:5020 03— 5 NOTES: 1. TRAIL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE CITY OF MONTICELLO GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES. 2. PEDESTRIAN RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOMES AND CONFORM TO ADA REQUIREMENTS. 3. MODIFY SURFACING, BASE, AND SUBGRADE DESIGN BASED ON EXPECTED VEHICULAR USE AND SUBGRADE SOILS, I� NOVAK-FLECK INC. 8857 ZEALAND AVE N. BROOKLYN PARK, 55445 Standard Plate Library City of Monticello 3' TO 6' 0O 4—X Title: Typical Trail Section Date: 03-05 Plate No. Revised: 03-15 5 013 04 -ENG- 118236-SHEET-DTLS-GRAD FEATHERSTONE 4TH ADDITION 8 0 8 MONTICELLO, MINNESOTA I I-,' ATH RSTON 4TH ADDITION FINAL UTILITY & S'I'R T CONS'1'1lUCTION PLAN // I I "� , MONTIC 0 MINN SOTA lb / 1< -1,4,/x- I I I I — —I— I I L_--1-- / T Ld _j I :� ' is L i i / m �- I / Ld I C9 _ \ 00 / I \ GENE)RAL NOTES:/ /ALL STREET" CONSTRUCTION SHALL CONFORM TO THE MOST RECENT EDITION \\\// OF THE�CITY OF MONTICELLO STANDARDS & SPECIFICATIONS. \\ �. ALLf ,ANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE MOST RECENT \ / EDITION OF THE CITY OF MONTICELLO STANDARDS &SPECIFICATIONS. \\ �/ Z ALL STORM SEWER CONSTRUCTION SHALL CONFORM TOT HE MOST RECENT EDITION OF THE CITY OF MONTICELLO STANDARDS * SPECIFICATIONS. D. ALL WATER"DISTRIBUTION CONSTRUCTION SHALL CONFORM TO THE MOST RECENT'EDITION OF THE CITY OF MONTICELLO STANDARDS & SPECIFICATIONS.I E. PAVING SHALL NOT START UNTIL SUBGRADE COMPACTION TESTS HAVE BEEN TAKEN AND ROADWAY CONDITIONS ARE APPROVED BY THE ENGINEER. / / I / / I CITY ENGINEER APPROVAL / PLAN DATE I I NAME REG. NO. DATE I I I L PISNEERengineenng CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 651 681-1914 I hereby certify that this plan was prepared by % Revisions 2422 Enterprise Drive me or under my direct supervision and that I Name_ 1. 1-3-19 City Comments Mendota Heights, MN 55120 Fax: 681-9488 am a duly Licensed Professional Engineer Paul J. g www.pioneereng.com under the laws of the State of Minnesota Reg. No. 19S60 S60 Date 11-5-2018 © 2018 Pioneer Engineering, P.A. --------------- ----------- I I I , I I I L --- ----- J J I I I I I 1 I ` I I 1 � I 1 I I I I ' I I I I III I II I I I I I I I II1 85TH STREET NE Date 10-30-2018 Designed PJC/JMM Drawn JMM COVER SHEET T_ NOVAK-FLECK INC. 8857 ZEALAND AVE N. BROOKLYN PARK, 55445 -D Q wll ISITE1 LOCATION MAP N 0 50 100 200 GRAPHIC SCALE IN FEET SHEET INDEX 1. COVER SHEET 2. LEGEND 3. SHEET INDEX 4-6. SANITARY S EWER & WATERMAIN 7-9. STORM SEWER 10-12. STREET CONSTRUCTION 13. SIGN & LIGHTING PLAN 14-19. DETAILS BENCH MARK ® TOP OF NUT HYDRANT NE QUADRANT OF 87TH STREET NE & EBERSOLE AVE. ELEV.=959.34 Know whcb'eOW. Ca before you dig. 04-ENG-118236-SHEET-COVR FEATHERSTONE 4TH ADDITION1 0 19 MONTICELLO, MINNESOTA I EXISTING O ---->-----> SEDIMENT CONTROL ---->-----> STANDARD EROSION CONTROL FM FM- M +T+T+T+T+T+T >Z SECONDARY EROSION CONTROL FENCE �»� PERF PERF DT DT— e e fo fo 9 9 + 1+ rY W W >> W W ----- -- — — — — IIIIIW. II I ---->>----->>- I I ---------------------- I� ---------------------- e e ELEVATION fo fo FES 9 9 F—F petro t t tv tv oh oh EXISTING —902- -900-- - — — — — — — — — — — — — — — — — — — — — — BUFFER 902— BUFFER FEMA ---------------------- x x # # [] H IT EXISTING ---------------------- UTILITY LINES PROPOSED O > > Fbl 'Irl N 4& petro t t— tv tv — oh oh— SITE LINES PROPOSED 02— OUTLET=987.0 HWL=900.2 84.3 X BUFFER FEMA -+ X x # # — C W + SURVEY LINES PROPOSED ---------------------- GRAVEL SURFACE — — — BITUMINOUS SURFACE CONCRETE SURFACE LEGEND FUTURE 0 > > > > FM FM D 4 D » >> » >> P» PERF PERF DT DT — _e e fo fo 9 9 petro t t tv tv oh oh FUTURE ---------------- OUTLET=987.0 HWL=900.2 BUFFER FEMA x x FUTURE ---------------------- HATCH PATTERNS SELECT BACKFILL MATERIAL EROSION CONTROL BLANKET MNDOT CATEGORY PER PLAN PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2018 Pioneer Engineering, P.A. SEDIMENT CONTROL OF CURB ELEVATION STANDARD EROSION CONTROL ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ +T+T+T+T+T+T >Z SECONDARY EROSION CONTROL FENCE �»� PERF PERF DT DT— e e fo fo 9 9 petro t t— tv tv — oh oh— SITE LINES PROPOSED 02— OUTLET=987.0 HWL=900.2 84.3 X BUFFER FEMA -+ X x # # — C W + SURVEY LINES PROPOSED ---------------------- GRAVEL SURFACE — — — BITUMINOUS SURFACE CONCRETE SURFACE LEGEND FUTURE 0 > > > > FM FM D 4 D » >> » >> P» PERF PERF DT DT — _e e fo fo 9 9 petro t t tv tv oh oh FUTURE ---------------- OUTLET=987.0 HWL=900.2 BUFFER FEMA x x FUTURE ---------------------- HATCH PATTERNS SELECT BACKFILL MATERIAL EROSION CONTROL BLANKET MNDOT CATEGORY PER PLAN PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2018 Pioneer Engineering, P.A. 112Mel :a2ffeIr SANITARY MANHOLE SANITARY SEWER (SANITARY & WATERMAIN PLANS) SANITARY SEWER (STORM SEWER PLANS) FORCE MAIN HYDRANT GATE VALVE REDUCER CURB STOP WATERMAIN (SANITARY & WATERMAIN PLANS) WATERMAIN (STORM SEWER PLANS) CATCH BASIN BEEHIVE STORM MANHOLE FLARED END SECTION CONTROL STRUCTURE STORM SEWER (SANITARY & WATERMAIN PLANS) STORM SEWER (STORM SEWER PLANS) CULVERT PERFORATED DRAINTILE SOLID DRAINTILE SERVICE CASING UNDERGROUND ELECTRIC LINE UNDERGROUND FIBER OPTIC LINE UNDERGROUND GAS PIPELINE UNDERGROUND PETROLEUM PIPELINE UNDERGROUND TELEPHONE LINES UNDERGROUND TELEVISION LINE OVERHEAD UTILITY LINES DESCRIPTION SURMOUNTABLE CURB & GUTTER B—STYLE CURB & GUTTER RIBBON CURB & GUTTER EDGE OF BITUMINOUS YELLOW PAVEMENT STRIPING (SINGLE/DOUBLE) WHITE PAVEMENT STRIPING (SINGLE/DOUBLE) PHASE LINE CENTERLINE 2' CONTOUR LINE 10' CONTOUR LINE BASIN OUTLET LINE BASIN HIGH WATER LINE PROPOSED SPOT ELEVATION EMERGENCY OVERFLOW DRAINAGE FLOW ARROW DELINEATED / PROPOSED WETLAND LINE WETLAND BUFFER TREE LINE FEMA FLOODPLAIN BOUNDARY RETAINING WALL FENCE (BARBED WIRE) FENCE (CHAIN LINK) FENCE (WOOD) CONSERVATION AREA SIGN WETLAND BUFFER SIGN TYPE III BARRICADE LIGHT POLE STREET SIGNS PEDESTRIAN RAMP DESCRIPTION BOUNDARY RIGHT OF WAY LOT LINE EASEMENT SET BACK LINE SECTION LINE RESTRICTED ACCESS WETLAND WETLAND UPLAND BUFFER WETLAND MITIGATION PERMANENT TURF RESTORATION PERMANENT WET BASIN SEEDING UPLAND/NATURAL AREA SEEDING I hereby certify that this plan was prepared by % Revisions me or under my direct supervision and that I Name 1. 1-3-19 City Comments am a duly Licensed Professional Engineer Paul J. under the laws of the State of Minnesota Reg. No. 19860 Date 11-5-2018 TOPOGRAPHIC SYMBOLS B CATCH BASIN ® CATCH BASIN BEEHIVE 0 FLARED END SECTION M GATE VALVE 1�0? HYDRANT WATER SERVICE WELL WATER WELL ®° MONITORING WELL o CLEANOUT 0 HAND HOLE 0 MANHOLE OTHER THAN SANITARY OR STORM 0 SANITARY OR STORM MANHOLE N v LAWN SPRINKLER VALVE SH LAWN SPRINKLER HEAD t UTILITY POLE ❑T TRANSFORMER BOX Fo FIBER OPTIC BOX ■ ELECTRIC BOX • NATURAL GAS METER o LIGHT POLE O SEMAPHORE I] TELEPHONE BOX 0 CABLE BOX CASTIRON MONUMENT • FOUND IRON PIPE J� JUDICIAL LAND MARK 0 PK NAIL 0 CONTROL POINT 0 C_ FLAGPOLE Q� TEST HOLE ® MAILBOX O BOLLARD CONSERVATION POST DECIDUOUS TREE \ CONIFEROUS TREE O SHRUB / BUSH EROSION & SEDIMENT CONTROL OF CURB ELEVATION STANDARD EROSION CONTROL ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ +T+T+T+T+T+T 08.15 T. 0. = SECONDARY EROSION CONTROL FENCE ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ N 1 + TREE FENCE — --- — + OUT GUTTER) 08.32 = + + + + + + 1+ rY W W >> W W 4+46.57 IIIIIW. II I W W I I I I I W W I I I I� 112Mel :a2ffeIr SANITARY MANHOLE SANITARY SEWER (SANITARY & WATERMAIN PLANS) SANITARY SEWER (STORM SEWER PLANS) FORCE MAIN HYDRANT GATE VALVE REDUCER CURB STOP WATERMAIN (SANITARY & WATERMAIN PLANS) WATERMAIN (STORM SEWER PLANS) CATCH BASIN BEEHIVE STORM MANHOLE FLARED END SECTION CONTROL STRUCTURE STORM SEWER (SANITARY & WATERMAIN PLANS) STORM SEWER (STORM SEWER PLANS) CULVERT PERFORATED DRAINTILE SOLID DRAINTILE SERVICE CASING UNDERGROUND ELECTRIC LINE UNDERGROUND FIBER OPTIC LINE UNDERGROUND GAS PIPELINE UNDERGROUND PETROLEUM PIPELINE UNDERGROUND TELEPHONE LINES UNDERGROUND TELEVISION LINE OVERHEAD UTILITY LINES DESCRIPTION SURMOUNTABLE CURB & GUTTER B—STYLE CURB & GUTTER RIBBON CURB & GUTTER EDGE OF BITUMINOUS YELLOW PAVEMENT STRIPING (SINGLE/DOUBLE) WHITE PAVEMENT STRIPING (SINGLE/DOUBLE) PHASE LINE CENTERLINE 2' CONTOUR LINE 10' CONTOUR LINE BASIN OUTLET LINE BASIN HIGH WATER LINE PROPOSED SPOT ELEVATION EMERGENCY OVERFLOW DRAINAGE FLOW ARROW DELINEATED / PROPOSED WETLAND LINE WETLAND BUFFER TREE LINE FEMA FLOODPLAIN BOUNDARY RETAINING WALL FENCE (BARBED WIRE) FENCE (CHAIN LINK) FENCE (WOOD) CONSERVATION AREA SIGN WETLAND BUFFER SIGN TYPE III BARRICADE LIGHT POLE STREET SIGNS PEDESTRIAN RAMP DESCRIPTION BOUNDARY RIGHT OF WAY LOT LINE EASEMENT SET BACK LINE SECTION LINE RESTRICTED ACCESS WETLAND WETLAND UPLAND BUFFER WETLAND MITIGATION PERMANENT TURF RESTORATION PERMANENT WET BASIN SEEDING UPLAND/NATURAL AREA SEEDING I hereby certify that this plan was prepared by % Revisions me or under my direct supervision and that I Name 1. 1-3-19 City Comments am a duly Licensed Professional Engineer Paul J. under the laws of the State of Minnesota Reg. No. 19860 Date 11-5-2018 TOPOGRAPHIC SYMBOLS B CATCH BASIN ® CATCH BASIN BEEHIVE 0 FLARED END SECTION M GATE VALVE 1�0? HYDRANT WATER SERVICE WELL WATER WELL ®° MONITORING WELL o CLEANOUT 0 HAND HOLE 0 MANHOLE OTHER THAN SANITARY OR STORM 0 SANITARY OR STORM MANHOLE N v LAWN SPRINKLER VALVE SH LAWN SPRINKLER HEAD t UTILITY POLE ❑T TRANSFORMER BOX Fo FIBER OPTIC BOX ■ ELECTRIC BOX • NATURAL GAS METER o LIGHT POLE O SEMAPHORE I] TELEPHONE BOX 0 CABLE BOX CASTIRON MONUMENT • FOUND IRON PIPE J� JUDICIAL LAND MARK 0 PK NAIL 0 CONTROL POINT 0 C_ FLAGPOLE Q� TEST HOLE ® MAILBOX O BOLLARD CONSERVATION POST DECIDUOUS TREE \ CONIFEROUS TREE O SHRUB / BUSH EROSION & SEDIMENT CONTROL OF CURB ELEVATION STANDARD EROSION CONTROL ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ HEAVY—DUTY EROSION CONTROL 08.15 T. 0. = SECONDARY EROSION CONTROL FENCE ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ N EROSION CONTROL AT BACK OF CURB I( I( I( I( I( I( I( I( I( I( TREE FENCE — --- — TEMPORARY DIVERSION DITCH OUT GUTTER) 08.32 = OCATCH BASIN INLET PROTECTION 4+46.57 STRAW BIO ROLLS B618 CURB ROCK BERM >> SUMPED RIP RAP PERMANENT 4+46.57 ENERGY DISSIPATER DISCHARGE LOCATION ❑0000000❑ 000000000 GRAVEL CONSTRUCTION ENTRANCE ❑0000000❑ 13 TEMPORARY OUTLET FLOATING SKIMMER BASIN ACCESS 8% SLOPE MAX. STABILIZED EMERGENCY OVERFLOW X111 j STEEP SLOPE 3:1 (H: V) 1 i 11 (33.3%) OR STEEPER GRADE CURB LEGEND 08.15 = TOP OF CURB ELEVATION 4+46.57 FOR SURMOUNTABLE CURB 08.15 T. 0. = TOP OF CURB ELEVATION 4+46.57 FOR SURMOUNTABLE CURB — --- — (TIP OUT GUTTER) 08.32 = TOP OF CURB ELEVATION 4+46.57 FOR B618 CURB 08.32 T.O. = TOP OF CURB ELEVATION 4+46.57 FOR B618 CURB — — — — (TIP OUT GUTTER) = BITUMINOUS ELEVATION f07.82 4+46.57 FES FLARED END SECTION Date 10-30-2018 Designed PJC/JMM Drawn JMM LOT INFORMATION (TYPICAL SECTION NOT TO SCALE) DRAINAGE & UTILITY 29.0 — — — — EASEMENT \F FINISHED GROUND O ELEVATION I LOWEST OPENING 7 ELEVATION STEP HEIGHT (IF REQUIRED)\1 31.5 LOWEST FLOOR L =919.0 ELEVATION L0� GARAGE ELEVATION I 1' STEP RECOMMENDED I\ LF=929.0 GARAGE SIDE i_--37.0 FINISHED ELEVATION @ LOT CORNER �L — — — — — — 35.5 LEGEND STREET 28.0 BLOCK NO. LOT NO. HOUSE TYPES R RAMBLER OR SPLIT ENTRY LO RAMBLER LOOKOUT OR SPLIT ENTRY WALKOUT WO —RAMBLER WALKOUT SE SPILT ENTRY SEWO—SPLIT ENTRY WALK OUT SLO — SIDE LOOKOUT SWO — SIDE WALKOUT ---J 34.5 NOVAK-FLECK INC. 8857 ZEALAND AVE N. BROOKLYN PARK, 55445 STRUCTURE TABLE STRUCTURE ABBREVIATIONS A ALGEBRAIC DIFFERENCE B—B BACK TO BACK BV BUTTERFLY VALVE BOC BACK OF CURB BFE BASE FLOOD ELEVATION BMP BEST MANAGEMENT PRACTICE STMH CENTER LINE CB CATCHBASIN CBMH CATCHBASIN MANHOLE CMP CORRUGATED METAL PIPE CO CLEAN OUT CS CURB STOP DIP DUCTILE IRON PIPE DT DRAINTILE EL/ELEV ELEVATION EX EXISTING FES FLARED END SECTION F—F FACE TO FACE FM FORCEMAIN GB GRADE BREAK GND GROUND GV GATE VALVE HP HIGH POINT HYD HYDRANT HWL HIGH WATER LEVEL INV INVERT K CURVE COEFFICIENT L LENGTH LF LOWEST FLOOR LO LOOKOUT LO LOWEST OPENING LP LIQUID PETROLEUM LP LOW POINT MH MANHOLE PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE PI POINT OF INTERSECTION R PROPERTY LINE PRC POINT OF REVERSE CURVATURE PVT POINT OF TANGENCY PVC POINT OF VERTICAL CURVATURE PVC POLYVINYL CHLORIDE PIPE PVI POINT OF VERTICAL INTERSECTION R RADIUS R RAMBLER RCP REINFORCED CONCRETE PIPE ROW RIGHT OF WAY SSWR SANITARY SEWER STA STATION STRM STORM SEWER SWPPP STORM WATER POLLUTION PROTECTION PLAN TNH TOP NUT HYDRANT TYP TYPICAL WM WATER MAIN WO WALKOUT LOT INFORMATION (TYPICAL SECTION NOT TO SCALE) DRAINAGE & UTILITY 29.0 — — — — EASEMENT \F FINISHED GROUND O ELEVATION I LOWEST OPENING 7 ELEVATION STEP HEIGHT (IF REQUIRED)\1 31.5 LOWEST FLOOR L =919.0 ELEVATION L0� GARAGE ELEVATION I 1' STEP RECOMMENDED I\ LF=929.0 GARAGE SIDE i_--37.0 FINISHED ELEVATION @ LOT CORNER �L — — — — — — 35.5 LEGEND STREET 28.0 BLOCK NO. LOT NO. HOUSE TYPES R RAMBLER OR SPLIT ENTRY LO RAMBLER LOOKOUT OR SPLIT ENTRY WALKOUT WO —RAMBLER WALKOUT SE SPILT ENTRY SEWO—SPLIT ENTRY WALK OUT SLO — SIDE LOOKOUT SWO — SIDE WALKOUT ---J 34.5 NOVAK-FLECK INC. 8857 ZEALAND AVE N. BROOKLYN PARK, 55445 STRUCTURE TABLE STRUCTURE STRUCTURE NEENAH NAME TYPE SIZE CASTING OR EQUAL 201 STMH 60" DIA. R-1642 202 CBMH 60" DIA. R-3067 V 202A CB 36"X24" R-3067 V 203 CBMH 60" DIA. R-3067 V 203B CB 36"X24" R-3067 V 204 CBMH 60" DIA. R-4342 205 CBMH 72" DIA. R-4342 206 CBMH 48" DIA. R-4342 207 CB 27" DIA. R-4342 210 CBMH 48" DIA. R-4342 211 CBMH 48" DIA. R-4342 212 CBMH 48" DIA. R-3067 V 213 CBMH 60" DIA. R-3067 V 214 CBMH 48" DIA. R-4342 215 CBMH 48" DIA. R-3067 V 216 CB 36"X24" R-3067 V 302 CBMH 48" DIA. R-4342 303 CBMH 48" DIA. R-4342 304 CB 27" DIA. R-4342 FEATHERSTONE 4TH ADDITION MONTICELLO, MINNESOTA 04 -ENC- 118236-SHEET-LGND 2 0 19 I / / I / / / 1 ' / I- __ I 18437 , I � ILi ILI I -_- 14477 SF / 8s SF � I y. O -%-SF / A, I I OUTLOT A I I I I =ET N.E. SANITARY AND WATERMAIN SHEETS (NTS) PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2018 Pioneer Engineering, P.A. J I \ I I 18437 . I � I 14477 SF / 8s SF � I y . O�SF / 0) / 2 4 � OU TLOT A IT N.E. I hereby certify that this plan was prepared by % Revisions me or under my direct supervision and that I Name1. 1-3-19 City Comments am a duly Licensed Professional Engineer aulJ. rne under the laws of the State of Minnesota Reg. No. 19860 Date 11-5-2018 STORM SEWER SHEETS (NTS) Date 10-30-2018 Designed PJC/JMM Drawn JMM 1 I I 10 18437 I � 14477 SF 89 SF _-- I I / •`Al i B �v L, 2 OU B �v 3 ' 3 1 2 3 OU TLOT A 6 TJJ 5 I 2 5 I ,4 I IT N.E. STREET SHEETS (NTS) 04 -ENG- 118236 -SHEET -INDEX NOVAK-FLECK INC. FEATHERSTONE 4TH ADDITIONI SHEET INDEX 8857 ZEALAND AVE N. 3 OF 19 BROOKLYN PARK, 55445 MONTICELLO, MINNESOTA 22Xo° HYDRANT / 8"X6"TEE W/6"GV 11'-6"DIP CL52 / GND. ELEV.=966.9 STA: 22+12.0 1 "('° / � J 8"GV STA: 23+82.14 8"X8" TEE STA: 24+09.09 8"GV STA: 24+26.75 GENERAL NOTES: 10-30-2018 1. SANITARY SEWER SERVICES SHALL BE 4" PVC SDR -26 JMM 2. SANITARY SEWER SERVICE WYES ARE STATIONED FROM DOWN STREAM MANHOLE. 3. WATER SERVICES SHALL BE 1" COPPER TYPE "K" W/ 7.5' MINIMUM COVER. 4. SANITARY SEWER INVERTS ARE SHOWN AT THE BEND JUST BEFORE THE RISER PIPE. 5. SANITARY SEWER & WATER SERVICES SHALL BE CONSTRUCTED 11' BEYOND RIGHT-OF-WAY. 975 955 0,• 21+50 PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2018 Pioneer Engineering, P.A. C:) _-8„X41 6 STA: 24+26.75 HYDRANT /--8"X6"TEE W/6"GV 9'-6"DIP CL52 GND. ELEV.=958.6 / STA: 26+27.2 CS: 960.4 >> _j INV: 950.4 LF 59540+64 G 961.6 26,00 4" DIP CL52 WM � . IRR. SERVICE %/QFFT 2;1+oo TIE ALL JOINTS N PLUG END o I NOTE: CONNECT TO EXISTING 8"DIP WATERMAIN. CONTRACTOR TO FIELD VERIFY LOCATION & ELEVATION. 2 3 O 3 CS: 960.7 CS: 960.6 g g INV: 950.7 INV: 950.6 I I STA: 1+20 I I STA: 0+34 LF=954.1 I I LF=954.5 G 961.6 G 962.0 -I_I "qV 8"X8" 1fi-_ I I 8"GV T4:28 86.15 S A: 29+0 _ _ _ _ J STA: 30+57.53 - _ - �- I I 131+00---I-----I--- 32+00 ----1--- 29+00 � 30+00 > o �> > i i l- n-----r---->r---->>- - 28+50.00 - - - W - (.9 IMH-201 - - - - - - IMH-131 II U �` I 29+22.83 -NOTE: i 30+76.42 L II CONNECT T( EXISTING 8"PVC 4 U 6 SANITARY. CONTRACTOR TO 1 w FIELD VERIFY LOCATION O M & ELEVATION. M 4 w 86TH STREET NE EXISTING GROUND �z v1 I O/P CL52 - c� PROPOSED) WMM ? GRADE , �1X -7.5 MIN. M I 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 I hereby certify that this plan was prepared by % Revisions me or under my direct supervision and that I Name1. 1-3-19 City Comments am a duly Licensed Professional Engineer aulJ. rne under the laws of the State of Minnesota Reg. No. 19860 Date 11-5-2018 26+50 27+00 Date 10-30-2018 Designed PJC/JMM Drawn JMM 9 NE > a w C_ 0 In W M W :F III TN a v 85TH STREET NE LOCATION MAP I� 0 25 50 100 BENCH MARK TOP OF NUT HYDRANT GRAPHIC SCALE IN FEET NE QUADRANT OF 87TH STREET NE & EBERSOLE AVE. ELEV.=959.34 975 w Ww 970 1 N 00 1 .100 1 00 0 0000 0� ai M p�j �M 00 U) 00 00 't �M4't 66 00 .. 0;�� .. �;�a)a)� ro0��6' 965 T� u7�� j0 0 �� Z Z0 _c z0 & ELEVATION. Z Z Z M Z md-; m W m Z Z I ■■M I 73' 8" PVC SDR 35 00.40% U 8" DIP CL52 WM 135' 8" PVC SDR 35 0 0.50% 27+50 28+00 28+50 29+00 29+50 SANITARY SEWER & WATERMAIN CONSTRUCTION 30+00 9 rg 30+50 31+00 31+50 NOVAK-FLECK INC. 8857 ZEALAND AVE N. BROOKLYN PARK, 55445 32+00 32+50 FEATHERSTONE 4TH ADDITION MONTICELLO, MINNESOTA OIL,•, 04 -ENG- 118236 -SHEET -31 I 4 0 19 NOTE:CONNECT - T DIPNG III WATERMAINOCONTRIACTOR TO955 FIELD VERIFY LOCATION & ELEVATION. II EX H -_ -_ 8" DIP -_ NOTE: CONNECT TO EXISTING - SANITARY SEWER. 950 n CONTRACTOR TO FIELD VERIFY LOCATION & ELEVATION. 'tm 't EX. 231' ------ rn Z) EX. 19' 8" PVC SDR 35 945 'tN 8" PVC SDR 35 @ 0.50% 9 rg 30+50 31+00 31+50 NOVAK-FLECK INC. 8857 ZEALAND AVE N. BROOKLYN PARK, 55445 32+00 32+50 FEATHERSTONE 4TH ADDITION MONTICELLO, MINNESOTA OIL,•, 04 -ENG- 118236 -SHEET -31 I 4 0 19 GENERAL NOTES: 1. SANITARY SEWER SERVICES SHALL BE 4" PVC SDR -26 -- 2. SANITARY SEWER SERVICE WYES ARE STATIONED FROM DOWN STREAM MANHOLE. 3. WATER SERVICES SHALL BE 1" COPPER TYPE "K" W/ 7.5' MINIMUM COVER. 4. SANITARY SEWER INVERTS ARE SHOWN AT THE BEND JUST BEFORE THE RISER PIPE. 5. SANITARY SEWER & WATER SERVICES SHALL BE CONSTRUCTED 11' BEYOND RIGHT-OF-WAY. 975 • 955 cue PltNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2018 pioneer Engineering. P.A. 3 2 4 CS: 964.2 CS: 963.6 INV: 954.4 I INV: 953.5 I STA: 0+91 STA: 1+42 I 1 LF=958.2 1 LF=959.3 1 I G 965.7 G 966.8 I I I 1 CS: 962.0 I �-�► II INV: 951.3 Z I STA: 0+83 I F- /� I I 96 .4 I w G 4, G 964.9 LLJ HYDRANT 8 X6 TEE W/6 GV 10'-6"DIP CL52 1 8T :0 37.15 I = GND. ELEV.=962.9~ Y _ I 00 1 O \ +00 cD IMH-23 / - 1 1 IMH-22 I 1 966.3 I 1 964.7 1+00.00 LF=958.8 I I LF -957.2 CS: 963.9 I I CS: 963.0 I I G96 9 L INV: 953.8 INV: 952.5 I I 960.6 .1 STA: 1 +36 STA: 0+43 I1 INV: 951.8 4 5 4 STA: 0+75 1 6 01, 0 0 tT N ~ n(ON _ N M - O 3+00 2+50 EBBEN CIRCLE z V)_I I00 00 _ N nLO O1 Cb � O tT FL: vrn�-0 E:> m Z Z PROPOSED GRADE EXISTING GROUND 1 C, I00 N -- I Q0L J 1 I _ ♦ y' IMH-201 N _ 2 22.83 � II opo- I 2 - o F_ �� '1 I o4�- 3 -7.5' MIN. 8 DIP Ct52 WM 150' 8" PVC SDR 35 100' ® 0.50% 8" PVC SDR 35 ® 0.50% 2+00 1+50 1+00 0+50 w Cf) 3:_I I 100 00 00 r, r, Cd LO C6 Cd 0)-rn rnF-- O,r) � N. o) �z-0 I �o>>> _ - J �I I� m Z Z Z 0+00 -0+50 0 25 50 100 GRAPHIC SCALE IN FEET 85TH STREET NE LOCATION MAP BENCH MARK TOP OF NUT HYDRANT NE QUADRANT OF 87TH STREET NE & EBERSOLE AVE. ELEV.=959.34 I hereby certify that this plan was prepared byNameG%_ �INC.Revisions Date 10-30-2018 SANITARY SEWER & WATERMAIN NOVAK-FLECK I me or under my direct supervision and that Name"'^��� _ 1. 1-3-19 City Comments FEATHERSTONE 4TH ADDITION am a duly Licensed Professional Engineer Paul J. Cherne Designed PJC/JMM under the laws of the State of Minnesota Rca. No. 1` 860 Dat 11-5-2018 CONSTRUCTION 8857 ZEALAND AVE N. MONTICELLO, MINNESOTA Drawn 1MM 1�I �J BROOKLYN PARK, 55445 975 • •1 955 ME 04 -ENG- 118236 -SHEET -312 5 0 19 HYDRANT 5 8"X6"TEE W/6"GV 6 CS: 962.4 G) CS: 963.1 INV: 952.4 19 -6 DIP CL52 INV: 953.1 I I STA: 1+96 GND. ELEV.=963.2STA:0+08 I I LF=958.0 STA: 2+47.8 CS: 963.7 \ \ 5 G 964.0 INV: 953.7 \ �F=959 I I 8 \ STA: 0+93 \ \ G g64.5 I I \ J L CS: 964.7 \ \ �F =95 00 INV: 954.7 \ \ G 965• \- I STA: 1+78 \ g \ 60.5 \ HYDRANT 8"X6"TEE W/6"GV 23'-6"DIP CL52 GND. ELEV.=960.4 4 STA: 5+62.1 CS: 961.7 3 INV: 951.7 CS: 961.4 STA: 1+11 I INV: 951.4 2 LF=957 0 STA: 0+26 i G 963.0 I LF_ 957 0 / CS: 961.0 I I C 963 0 / INV: 951.0 J L I I / / �, STA: 1 +64 -j L - / l C 962 6• S / 1 / 5 / CS: 959.9 J / INV: 950.7 9STA: 0+76 6 5 \ 5+00 // G 9 7 CS: 965.3 \ \ G 96 4+00 �}� 6� �/ ` S S INV: 955.3 \ \ c' \- - I 6-1-00 STA: 2+92 5 \ \ ' --I F _960. \ \ 3ko - T MH -31 - -- - - - - J 4#-0 Cr F- -1 I i I 8 GV � I I STA: 0+37.03 964.0 I I G 962.8 AI I LF=958.0 I I LF=959 8"X8" TEE \ � - �\ \ G 964.5 5 I I CS: 962.4 I I CS: 961.5 STA: 24+09.09 o \. - \ F;g58 I I INV: 952.4 INV: 951.5 \ CS: 963.3 STA: 1+83 STA: 0+84 INV: 953.3 2 1 GENERAL NOTES: ' 1. SANITARY SEWER SERVICES SHALL BE 4" PVC SDR -26 JMM 2. SANITARY SEWER SERVICE WYES ARE STATIONED FROM DOWN STREAM MANHOLE. 3. WATER SERVICES SHALL BE 1" COPPER TYPE "K" W/ 7.5' MINIMUM COVER. 4. SANITARY SEWER INVERTS ARE SHOWN AT THE BEND JUST BEFORE THE RISER PIPE. 5. SANITARY SEWER & WATER SERVICES SHALL BE CONSTRUCTED 11' BEYOND RIGHT-OF-WAY. 975 970 965.1) 5 \ STA: 0+52 CS: 964.2 IKH-31 \ \\ INV: 954.2 2 00 - ` 966' - e+ :�o 5 \ \ STA: 1+42 4 G 2� 5 G \ \ �F,960•S \ 966• 0 \ \ CS: 965.1 �F,gSg. \ \ INV: 955.1 _ o I CS: 965.1 STA: 2+28 �I INV: 955.1 5 STA: 3+18 6 rn 00 LO n (V O 'n �Lrn ro (D M p) O > ? w Z 100 CO r\ O �o 0 H (V O Mrn�z0 _ > > m Z Z - PROPOSED 11 GRADE -7.5' MIN. z � zEXISTING GROUND 8" DIP CL52 WM 323' 8" PVC SDR 35 ® 0.80% 021 -0+50 0+00 PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2018 Pioneer Engineering, P.A. 0+50 1+00 1+50 2+00 2+50 3+00 I hereby certify that this plan was prepared byRevisions % me or under my direct supervision and that I Name 1. 1-3-19 City Comments am a duly Licensed Professional Engineer Paul J. under the laws of the State of Minnesota Reg. No. 19S60 S60 Date 11-5-2018 248' 8" PVC SDR 35 @ 0.80% 3+50 4+00 4+50 5+00 5+50 Date 10-30-2018 Designed PJC/JMM Drawn JMM 6+50.00 8 h 87TH STREET NE w �Z V) ^I FI 00 00 CO r -"0't0) 6r- 0) r U) Z0 _ > > ymZZ 6+00 6+50 IM H - 30IJ 8+50.00 NOTE: CONNECT TO EXISTING 8"PVC SANITARY. CONTRACTOR TO FIELD VERIFY LOCATION & ELEVATION. 3:w Cf)Do 00 rn 0 c. M 0OtMt0) r-� U-) 0 H D U-) _O z0 >> g 'm Z Z HYDRANT 8"X6"TEE W/6"GV 23'-6"DIP CL52 GND. ELEV.=958.7 STA: 8+79.0 NOTE: CONNECT TO EXISTING 8"DIP WATERMAIN. CONTRACTOR TO FIELD VERIFY LOCATION & ELEVATION. CONTRACTOR TO SALVAGE & RELOCATE EXISTING HYDRANT. X 8 GV \ \� STA: 8+85.14 \ NOTE - CONNECT TO EXISTING 8"DIP WATERMAIN. CONTRACTOR TO FIELD VERIFY LOCATION _ & ELEVATION. / I 1 x EX 8" 199' 8" PVC SDR 35 0.80% LOWER WATERMIAN TO MAINTAIN - 18" SEPARATION INSULATE WATERMAIN PER CITY PLATE 2006 NO VERTICAL BENDS 7+00 7+50 8+00 SANITARY SEWER & WATERMAIN CONSTRUCTION - NOTE-. CONNECT TO EXISTING SANITARY SEWER. CONTRACTOR TO FIELD VERIFY LOCATION & - - - -ELEVATION._ EX. 170" - - -_- - 8" PVC SDR 35 - - © 2.00% 85TH STREET NE LOCATION MAP Ld a 0 25 50 100 BENCH MARK TOP OF NUT HYDRANT GRAPHIC SCALE IN FEET NE QUADRANT OF 87TH STREET NE & EBERSOLE AVE. ELEV.=959.34 8+50 9+00 9+50 10+00 10+50 11+00 NOVAK-FLECK INC. FEATHERSTONE 4TH ADDITION 8857 ZEALAND AVE N. BROOKLYN PARK, 55445 MONTICELLO, MINNESOTA 975 970 955 021 04 -ENG -1 18236 -SHEET -313 6 0 19 \ s+00 MH -2101 �JC' H-203 CBMH-205 CBMH-2041 8+28.77 � Z 970 Z �NOI NZ i0 F n nn cn nn O LO -rn N,LO o nj 0) CV rn C F_ 965LI) (VCpprn pH ppH 0Lo (VCp 0) F_ 2��Z0 ma) Z0 CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS m��» MI � _j MO �I��> t_IU_mZ UWmzz UtYmZ ZZ ,� 90' 15 RCP CL5 00.35% M 1 173' 15" RCP CL5 @ 0.35% EflERSOLEAVENE_� '�1--iIE 10+00 — 11+00 — 12+00 _ �1 13+00 179' 30 RCP CL3 @ 0.30% Z wZ z V) 3: V). o �� Z o V) 3. A CV r, o � OM LO —0) � L CV S t u)COOS Q Cq N pp tpOrn OcVNprnrnH CO(Vrn C14(or— M C14LOO�rn� =��ZZOp 004 �tul P'j =rn�ZO O m�J>O U�mZ ZZ =;rn�Z Z� U')�cn U�mZZ m�»> am U m Z Z Z N Z PROPOSED wGRADE L.L. ? EXISTING GROUND 149'32' 30" RCP CL3 30 RCP CL3 @ 0.30% 00.35% c� c� azZ�z NX X POND 20 OUTLET=949.6 -HWt=-953.7 FES— 2001 \ —33" F.E.S. / W/ TRASH GUARD, 20.0 C.Y.— CL.III RIP RAP W/GEOTEXTILE FILTER BLANKET SHEET PILING INCIDENTAL TIE LAST 3 JOINTS 109' 42' \ 33" RCP CL3 33" RCP CL3 @ 0.30% @ 0.30% GROUTED RIP RAP 85TH STREET NE LOCATION MAP 0 25 50 100 GRAPHIC SCALE IN FEET BENCH MARK TOP OF NUT HYDRANT NE QUADRANT OF 87TH STREET NE & EBERSOLE AVE. ELEV.=959.34 975 0100 L LI Z L L1 Z U') I I M I I O M " F tM co LO co 965 rjpCV 0i M r- N 0) ¢Nprn 0NCVt C00 LO orn m�prn ONO torn C-4 r- CVrzmrn 0) F__ tr)r�o CVr�Lrn 0) F_ OtO�I LO�ZZO 0U-) I `O�zz� o4 a) O =rn O cern O 2rn O �> cn�o»> I 6> � �»' 960 M _ J m J m_ J m_ J Um'mZ Um'mZ ZZ Um'mZ L;. F1. ZZ PROPOSED PROPOSED GRADE GRADE EXISTING 955 EXISTING / GROUND GROUND � 8' 8 15" RCP \C1�5 15" RCP CLQ @ 1.00%- @ 1.00 950 940 940 n rn PISNEERen ineerin n nn cn nn n rn n nn c cn c nn w . cn w nn cn nn n cn n nn a cn a nn n cn n nn n cn a nn 04 -ENG- 118236 -SHEET -32 I CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 651 681-1914 I hereby certify that this plan was prepared by G%_ Revisions Date 10-30-2018 NOVAK—FLECK INC. 2422 Enterprise Drive Fax: 681-9488 Name me or under direct supervision and that i ""✓i 1. 1-3-19 City Comments Paul J. Cherne - Designed PJC/JMM STORM SEWER CONSTRUCTION 8857 ZEALAND AVE N. FEATHERSTONE 4TH ADDITION 7 OF 19 Mendota Heights, MN 55120 am a duly Licensed Professional Engineer ce www.pioneereng.com under the laws of the State of Minnesota Reg. No. 19860 Date 11-5-2018 Drawn JMM BROOKLYN PARK, 55445 MONTICELLO, MINNESOTA © 2018 Pioneer Engineering, P.A. 0 / / / / / ICBMH-215 / 24+58.75 / / / / / / / / / / 975 r� • rte•• 955 r� • M PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2018 Pioneer Engineering, P.A. CBMH- 1 1/ ICBMH-213 26+88.82 \ ICBMH---2 N W W N I Z.1 iU') I io X04 N U') Lo NLo M O � ON - M C14Op L() Lr) N�toaH 965 to (j LOMa)F- > ���>> 0 _ J Z m _ J UIYmZZ I 32' 15 RCP CL5 01.00% 234' X -- 15" RCP CL5 I % c� I hereby certify that this plan was prepared by% Revisions me or under my direct supervision and that I Name 1. 1-3-19 City Comments am a duly Licensed Professional Engineer Paul J. Cheme under the laws of the State of Minnesota Reg. No. 19S60 S60 Datr. 11-5-2018 3: Z z (JO I I �LN — — Q 04 04 O to L() CF) Nr C) �H 2:LO 0)�ZZ0 >>> UIYmZ ZZ JCBMH-211I- 3 \ n�""j\ � s / 2 PIA W LO 0) Z Z N Z W I N wl C-4 Lo I I 20)�t0 ioioN I N m p> � Q N p UmZ 4 4M �CV t+)� MMS Np cV0 O to to O U) \ N H N LoLo H UIYmZ ZZ UmZZ �I 149' 15" RCP CL5 1.55% 32' 21 RCP CL4 @ 1.00% i X I � z� c� Date 10-30-2018 Designed PJC/JMM Drawn JMM F_ TI I I I I I I I I I I I I I 1 I I I I I I I I I EXISTING GROUND PROPOSED GRADE 240' 27" RCP CL3 ® 0.25% STORM SEWER CONSTRUCTION 5 II I 1 I I I 3: Z � I N N p O LO LO L O N Lo aLo H 2:rn?0 ml�6>> UIYmZZ I 194' 27" RCP CL3 00.30% NOVAK-FLECK INC. 8857 ZEALAND AVE N. BROOKLYN PARK, 55445 9 'J 85TH STREET NE LOCATION MAP 0 25 50 100 GRAPHIC SCALE IN FEET BENCH MARK TOP OF NUT HYDRANT NE QUADRANT OF 87TH STREET NE & EBERSOLE AVE. ELEV.=959.34 �� /' 955 950 47' 27 RCP CL3 0.35% 04 -ENG- 118236 -SHEET -322 FEATHERSTONE 4TH ADDITIONg o 19 MONTICELLO, MINNESOTA I 970 w Z V).1 3: Z N V) . I X04 N � N N to � p ��, O pO � 0) L� to 0 p 965 to (j LOMa)F- O0�to to°' NtDp� �H 2:�4Z0 2rn(D_Z Z m�_jZZ U�m__ m�0>>> UymZ ZZ 960 �� /' 955 950 47' 27 RCP CL3 0.35% 04 -ENG- 118236 -SHEET -322 FEATHERSTONE 4TH ADDITIONg o 19 MONTICELLO, MINNESOTA I •i� 975 • 0 \ \ \ \ I POND 20 \ \ \ 1 I OUTLET=949.6 HWL=953.7 \ I IFES 301 \ BOrroM,s4 CBMH-302 I I � \ � 4.0 I \ \ CBMH-303 I I I I I °°r II \ \\ \ II II I 1 I CEr_949 6 CB -3041 \ I I 5 I I 4 \ \ 5+00 — 1 � Z Z W Z LO I LO00 965 co �N L� LOLO r- LO a N N M O N I, of N 0) O� �ti�� V) cr)H V1r � Mrn�I O 2:0)Lr) z0 Lo O 960 m�mZ MiWmzz MOmzz 955 PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2018 Pioneer Engineering, P.A. 85' 15" RCP CL5 1.85% 80' 15" RCP CL5 @ 1.85% I I I I I I I I I I — —j L PROPOSED GRADE EXISTING GROUND 168' 18" RCP CL5 0 0.45% GROUTED RIP RAP c 00 —18" F.E.S. W/ TRASH GUARD, 10.0 C.Y.— CL.III RIP RAP W/GEOTEXTILE FILTER BLANKET TIE LAST 3 JOINTS 85TH STREET NE LOCATION MAP 2 0 25 50 100 GRAPHIC SCALE IN FEET BENCH MARK TOP OF NUT HYDRANT NE QUADRANT OF 87TH STREET NE & EBERSOLE AVE. ELEV.=959.34 I hereby certify that this plan was prepared byG%_ Revisions Date 10-30-2018 NOVAK-FLECK INC me or under my direct supervision and that I Name 4-, . 1. 1-3-19 City Comments FEATHERSTONE 4TH ADDITION am a duly Licensed Professional Engineer Paul J. Cheme Designed P7C/JMM STORM SEWER CONSTRUCTION 8857 ZEALAND AVE N. under the laws of the State of Minnesota Reg. No. 19S60 S60 Datr. 11-5-2018 Drawn JMM BROOKLYN PARK, 55445 MONTICELLO, MINNESOTA •i� 975 970 965 955 950 945 04 -ENG -1 18236 -SHEET -323 9 0 19 R/w 975 K: Aiii.Gii6 14' ��. 4.00% F� 61I I LEGEND 08.15 = 4" TOPSOIL, SEED, JJ AND MULCH OR SOD 1D \\ 4 (TYPICAL) 2' \ \ p 66 922X00 60' 1 3Gi 32' (FACE TO FACE) MODIFIED DESIGN D 22+10.80 �o '-END CONS. 00 6t �� s �oo T.O. 3.29 63.45 / � ^ 22 0+37. C vim/ CURVE TABLE CURVE DELTALENGTH RADIUS TANGENT PC PT C1 34 01 06'r 415.61 700.00 214.13 24+68.95 28+84.57 C2 21'33'12" 220.06 585.00 111.35 20+44.16 22+64.23 2 0+37.12 6 63.49 X00 � 23+82.14 1.79 CB 0 24-+58.75 ^ � L o \ 2SX0.0 3 1 b k, R 1W \ / I I I 9 6.58.96 8\ 61.7 CB \ 24+5 .75 8 2&+ 0. I I I 2 I 3 I,, 6Ty I I 61.58 S!iQF 2sX 00 CURB & GUTTER Op* \� 5�-Oe 2.00% 2.00% 4.00 / z.00 e a "Il `SEE CITY PLATE N0.5012 FOR TYP. 1 1/2 " TYPE 2360 BITUMINOUS WEARING COURSE SIDEWALK [TACK COAT MNDOT 2357 - 2" TYPE 2360 BITUMINOUS NON -WEARING COURSE - 6" CLASS V GRAVEL (MODIFIED) Al 24" SELECT GRANULAR BORROW (2'- 6" BEHIND CURB) 0 6" MINIMUM SCARIFY AND COMPACT SUBGRADE TYPICAL SECTION URBAN RESIDENTIAL 1Q 2 ROLLS OF SOD TO BE PLACED BEHIND CURB AND SIDEWALK/TRAIL. 22) THE USE AND THICKNESS OF SELECT GRANULAR BORROW IS BASED ON EXISTING SOIL CONDITIONS AS DETERMINED BY THE CITY ENGINEER. 03 STREET WIDTH TO BE DETERMINED BY THE CITY ENGINEER. ® 6" PERFORATED P.E. PIPE WITH FABRIC. INSTALL WHERE CLAY SOILS ARE ENCOUNTERED IN THE ROADWAY SUBGRADE OR AS DIRECTED BY THE ENGINEER. SEE PLATE 406 FOR DETAILS 4+68.95 FT PED. RAMP (TYP. ) 57.56 CB I I I I I I 9 2 -26+88.82 59.11 I ZQq yS --- So -� - Q - gyp- 5 -O° 30+68.74 I I \ ' 28+ 4.5` 29+50. 9 H.P. MATCH EX O O - P 2 +o0 050 p _\ G-+ 00 1.62 G 16 29+00 I� N 31+00 G.B_I -� 320 I - 33 30+00 58. + I =� ' - I - I 58.75 1.00% o 59.51 0.50 5 90_ 0.507, 1 �► I - - - - - - - LO - �� 59.83 / - Z I g % \ - 29+59. 3 F 1 5 - - - - - _ 28+85.83 w 60.34 SAW CUT EX. - - - -1 Q _ 1 - - -' ' ""7 TORI P OUT GUTTBR I U +0 10+37.00 BIT. EDGE I J I ( ) 4 Of 014 I 07.82 = BITUMINOUS ELEVATION 1 I U I 6 4 I O 1 W I A -,,/-07.82 4+46.57 Ld O 3� I I � I `1 i M a Ld 10, W M _ o Ld I + 86TH STREET NE !0 25 50 100 I GRAPHIC SCALE IN FEET 00 O O cOD COD O COD O COD O COD O COD O COD O COD O COD COD COD cDO COD COD OD ILD tOD L)tOD 00(O00 V 00 U-) L) O ( O O �O�+) O �O O00 00 M O 00 CD ON00 O CD O M O M oO O oO) 00 O) O O O O) O) O) O L� 00 fO fM f- fL) 00 .L) . . r) O fO co O 00 It C -i V1 06 0U) oo00oO oO ofO of OO 00 I- r -o 06 O)O o 00 00 c6M c6NNNNttOOOOOOO C) L)4 L)4 ) (D C4 V) V) L) L)UL)UL) 0) � Lca 00 0 06I� O O O O O O O cD (D (D D (D to f) OLn OL) OL) LU-) Ulr7 l7 �7 Lin 7l7U') LO U7 U') iI`f 0) (D CD CD CD CD CD CD CD O CD a) 0) 0) 0) 0) 0) 0 O0) 0) 0)O O OO o 980 O O 0) O O 0) O O O O O O PVI ELEV: 966.96 975 K: 85TH STREET NE LVC: LOCATION MAP CURB LEGEND 08.15 = TOP OF CURB ELEVATION 4+46.57 FOR SURMOUNTABLE CURB 08.15 T.O. = TOP OF CURB ELEVATION 4+46.57 FOR SURMOUNTABLE CURB - _ - - (TIP OUT GUTTER) 08.32 = TOP OF CURB ELEVATION 4+46.57 FOR B618 CURB T 0 = =T TOP OF CURB ELEVATION - - - - - _ 28+85.83 w 60.34 SAW CUT EX. - - - -1 Q _ 1 - - -' ' ""7 TORI P OUT GUTTBR I U +0 10+37.00 BIT. EDGE I J I ( ) 4 Of 014 I 07.82 = BITUMINOUS ELEVATION 1 I U I 6 4 I O 1 W I A -,,/-07.82 4+46.57 Ld O 3� I I � I `1 i M a Ld 10, W M _ o Ld I + 86TH STREET NE !0 25 50 100 I GRAPHIC SCALE IN FEET 00 O O cOD COD O COD O COD O COD O COD O COD O COD O COD COD COD cDO COD COD OD ILD tOD L)tOD 00(O00 V 00 U-) L) O ( O O �O�+) O �O O00 00 M O 00 CD ON00 O CD O M O M oO O oO) 00 O) O O O O) O) O) O L� 00 fO fM f- fL) 00 .L) . . r) O fO co O 00 It C -i V1 06 0U) oo00oO oO ofO of OO 00 I- r -o 06 O)O o 00 00 c6M c6NNNNttOOOOOOO C) L)4 L)4 ) (D C4 V) V) L) L)UL)UL) 0) � Lca 00 0 06I� O O O O O O O cD (D (D D (D to f) OLn OL) OL) LU-) Ulr7 l7 �7 Lin 7l7U') LO U7 U') iI`f 0) (D CD CD CD CD CD CD CD O CD a) 0) 0) 0) 0) 0) 0 O0) 0) 0)O O OO o 980 O O 0) O O 0) O O O O O O PVI ELEV: 966.96 975 K: 33.33 LVC: 50.00 H 0)+ O O O O Lri r� 00 Lri CA CD + + "i 970 04 N � z 950 > J IF > J a w a w 965 955 z HIGH PT ELEV: 0 959.80 H 0)+ U 0 0) N H U > N �It (D z 950 0 U + 0 (V � z Lo w LVC: I w U >J z 945 UJ O 0_ W Go 0.50- V) + cD CA to CD CIO 11_j 940 I Q +50 22+00 PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2018 Pioneer Engineering, P.A. PVI STA: 26+75.00 PVI STA: 27+75.00 PVI ELEV: 957.46 PVI ELEV: 957.96 K: 20.00 K: 44.44 LVC: 50.00 LVC: 50.00 LOW PT. STA: 26+ 90.00 L08 PT ELEV: K 7.56 0 0 O O C5 C5 _2.QQq O 0 00 +00 +00 to +�N j N tC) C GRADING TIE -OUT Cv rn Cv U-) 0) 0) AT COMPLETION OF U ~ U H > J > J 4TH ADDITION >w 10- w 0.50% 22+50 23+00 23+50 W F w w N I.- -00 00 CA 24+00 24+50 PVI STA: 29+25.00 PVI ELEV: 959.84 K: 30.00 LVC: 30.00 HIGH PT. STA: 29+25.00 HIGH PT ELEV: V)6 959.80 �► 0 0)+ 0) + 0 0) N oC5 U > H > �It (D �0 + + 11`*� (V � 04 Lo O LVC: 0) U >J H > J Q- w 0_ w 0.50- :0 �0 LOO Cj V)6 Drawn JMM 0)+ 0) + W N 0) N w U > H > s PVI STA: 28+75.00 PVI ELEV: 959.58 K: 44.44 LVC: 50.00 = PED. RAMP (MnDOT STANDARD) BENCH MARK TOP OF NUT HYDRANT NE QUADRANT OF 87TH STREET NE & EBERSOLE AVE. ELEV.=959.34 975 970 PVI STA: 31+36.00 PVI ELEV: 958.78 K: 100.00 LVC: 50.00 30-0 0 965 +U') U') MM LO O o) 960 > J > J 0- w d w -0.50% 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 I hereby certify that this plan was prepared by % Revisions me or under my direct supervision and that I Name 1. 1-3-19 City Comments am a duly Licensed Professional Engineer Paul J. under the laws of the State of Minnesota Reg. No. 19860 Date 11-5-2018 Date 10-30-2018 Designed PJGJMM Drawn JMM STREET CONSTRUCTION w� wr., 06 (/) + C_4 2 O 0) MLO 00 IQI 11 30+50 31+00 31+50 -1.007, 32+00 32 NOVAK-FLECK INC. 8857 ZEALAND AVE N. BROOKLYN PARK, 55445 FEATHERSTONE 4TH ADDITION MONTICELLO, MINNESOTA 955 950 945 E 04 -ENG- 118236 -SHEET -331 10 0 19 RAW iti.G66 14' M 4.00% S�OpE I R:1 / 4" TOPSOIL, SEED, J AND MULCH OR SOD 1Q (TYPICAL) 60' R /W CL I .&@4 32' (FACE TO FACE) ® 7' MODIFIED DESIGN D X CURB & GUTTER Nv SCOP B" 2.00% 4.00% 2.00% R:1 /O. SEE CITY PLATE �® NO.5012 FOR TYP. 2 - 1 1/2 " TYPE 2360 BITUMINOUS WEARING COURSE SIDEWALK - TACK COAT MNOOT 2357 - 2" TYPE 2360 BITUMINOUS NON -WEARING COURSE 6" CLASS V GRAVEL (MODIFIED) 496.IQ 24" SELECT GRANULAR BORROW (2'- 6" BEHIND CURB) Z 6" MINIMUM SCARfFY AND COMPACT SUBGRADE TYPICAL SECTION URBAN RESIDENTIAL 1D 2 ROLLS OF SOD TO BE PLACED BEHIND CURB AND SIDEWALK/TRAIL. 2Q THE USE AND THICKNESS OF SELECT GRANULAR BORROW IS BASED ON EXISTING SOIL CONDITIONS AS DETERMINED BY THE CITY ENGINEER. 03 STREET WIDTH TO BE DETERMINED BY THE CITY ENGINEER. ® 6" PERFORATED P.E. PIPE WITH FABRIC. INSTALL WHERE CLAY SOILS ARE ENCOUNTERED IN THE ROADWAY SUBGRADE OR AS DIRECTED BY THE ENGINEER. 975 970 SEE PLATE 4006 FOR DETAILS CURVE TABLE CURVE DELTA LENGTH RADIUS TANGENT PC PT C3 25'02'02" 87.39 200.00 44.40 0+68.88 1+56.26 3 1 1 2 62.88 1+68.09 I-V . - - - J' Y O +00.00- \ +00.00 U 0 0 I N N. sco 0+50.00 p5��o 61.97 CENTER 0+39.24 59.7 l 61.56 28+85.8 f cn 1 f II F SAC 1+36.99 - 0 63.12 co - A" 0- - 9 2X732Xoo �; 0+68.88 fo 'O+pO O � o �s 0.93% 6p1_��' f 3- 3X24 C'3 O F 1 00% -o�OT \ __ I y I -° 1 0 1 N CIRCLE E l 62.41 2+50.00 I "03 61.94 I- - 60.34 _ _t0 21+ 0.45 3+00.00 I 16+44.87 437.00 /0 I I I I I I 599+ 93.8 5 *A W 4 I I 5 I -+ I 0 1 6 0 4 I I EBBEN CIRCLE Lo M 00 M O� L0 N M M 0O . 00 04 N N 0� 0) � 0) C � 0) � 0) � 0) 0j ILO O tD 0) O 0) CO 0) cfl O O 0) to O 0) O Q) O Q) 0) 0)Q) � � O O) 0)O) PVI STA: 1+00.00 PVI ELEV: 960.80 K: 71.19 LVC: 75.00 3 0 85TH STREET NE LOCATION MAP CURB LEGEND 08.15 = TOP OF CURB ELEVATION 4+46.57 FOR SURMOUNTABLE CURB 08.15 T.O. = TOP OF CURB ELEVATION 4+46.57 FOR SURMOUNTABLE CURB - --- - (TIP OUT GUTTER) 08.32 = TOP OF CURB ELEVATION 4+46.57 FOR B618 CURB 08.32 T.O. = TOP OF CURB ELEVATION 4+46.57 FOR B618 CURB - - - - (TIP OUT GUTTER) = BITUMINOUS ELEVATION f07.82 4+46.57 �'7'_ 0 25 50 100 GRAPHIC SCALE IN FEET 10. = PED. RAMP (MnDOT STANDARD) BENCH MARK TOP OF NUT HYDRANT NE QUADRANT OF 87TH STREET NE & EBERSOLE AVE. ELEV.=959.34 975 970 PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2018 Pioneer Engineering, P.A. I hereby certify that this plan was prepared byRevisions % me or under my direct supervision and that I Name 1. 1-3-19 City Comments am a duly Licensed Professional Engineer Paul J. under the laws of the State of Minnesota Reg. No. 19S60 S60 Date 11-5-2018 Date 10-30-2018 O LO O LO Drawn JMM M Ln 965 ±� o� 965 �U i J i J 960 - 1.007. 960 955 w Z 955 w w 950 Q 950 00 I W I W Z J F_ 945 0 0 945 0 OO 0 W 4 W �o� W Nw 00 0 L °' �'Q' °' 9 40 C3t(/1W �V)W 940 2+00 1+50 1+00 0+50 0+00 PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2018 Pioneer Engineering, P.A. I hereby certify that this plan was prepared byRevisions % me or under my direct supervision and that I Name 1. 1-3-19 City Comments am a duly Licensed Professional Engineer Paul J. under the laws of the State of Minnesota Reg. No. 19S60 S60 Date 11-5-2018 Date 10-30-2018 Designed PJC/JMM Drawn JMM STREETCONSTRUCTION NOVAK-FLECK INC. 8857 ZEALAND AVE N. BROOKLYN PARK, 55445 FEATHERSTONE 4TH ADDITION MONTICELLO, MINNESOTA 04 -ENG- 118236 -SHEET -332 11 0 19 975 970 965 PA_ 5 � j� 4 , / I, 1 6 I� �I I I I I 3 ' 7 \\ \\ II I I 60.57 I I // 2 L - - 5+00.00 I --opt °G.- L / u N g \ \\ o , _j I o 5+ I OOG.B. - 1 00%' 160.57 -� -s+oo 47 /. 9 \ \ 1+755 \ \ I 163. 9 � 3+ • • 123+82.1 \ ' I 63.29 T.O. 0+22.86 0+37.00 0+00 - 1 _ ro 6 .81 A A !N 2.00% ` 64.21 - 1+16.67 H. \\ \ 4 63.45 \ \ \ 1 0+37.12 \ \ \ \ 5 6 .79 C 0 24I 58.75 6 I 0 CURVE TABLE CURVE DELTA LENGTH RADIUS TANGENT PC PT C4 112'53'58" 1182.28 600.00 904.78 1+72.55 13+54.84 C5 27'46'35" 109.08 225.00 55.63 0+63.48 1+72.55 0.507, 7+ opo / Cq 57.791 "?F- ' I i 1 1 _--7 \� J �� 8+20.98 . 4 II I 1 1 60.57 / \ 59? 8) 9, 57.77 C 1 5+0000 / 7+00 00� %hr 19A 8+28.77 °O 2 �• F 3 2 >> 57.79 CB 8+20.55 3�9 57.77 CB \ 8+28.77 RN! 60' R W PED. RAMP rr (TYP.) I iti.Gi. 14' - 4 32' "=A" (FACE TO FACE) ® = 7' I 6' I1__ SAW CUT EX. BIT. EDGE MODIFIED DESIGN D CURB & GUTTER II S�pP S�OgE 4.00% 2.00% 2 00% . 4.00% I 2.00% i ' �SEE4" TOPSOIL, SEED, CITY PATE AND MULCH OR SOD 1D < No.5012 FOR TYP. (TYPICAL) 2' - 1 1/2 TYPE 2360 BITUMINOUS WEARING COURSE SIDEWALK - TACK COAT MNDOT 2357 - 2" TYPE 2360 BITUMINOUS NON -WEARING COURSE 6" CLASS V GRAVEL (MODIFIED) "Q;G 24" SELECT GRANULAR BORROW (2'- 6" BEHIND CURB) 2) 6" MINIMUM SCARfFY AND COMPACT SUBGRADE TYPICAL SECTION URBAN RESIDENTIAL 11+ 58.23 �A- 8+91.50 MATCH EX. OA INSTALL -50' OF SIDEWALK ° TO TOT LOT FIELD LOCATE BY CITY STAFF x°o -- O 1 O� o 1Q 2 ROLLS OF SOD TO BE PLACED BEHIND CURB AND SIDEWALK/TRAIL. , = PED. RAMP (MnDOT STANDARD) 2Q THE USE AND THICKNESS OF SELECT GRANULAR ASRROW DETERIMINBASED EDD BY OTHEEXISTING ENGINEER. CONDITIONS 0 25 50 100 (3) STREET WIDTH TO BE DETERMINED BY THE CIN BENCH MARK ENGINEER. TOP OF NUT HYDRANT ® 6" PERFORATED P.E. PIPE WITH FABRIC. INSTALL WHERE CLAY SOILS ARE ENCOUNTERED IN THE ROADWAY GRAPHIC SCALE IN FEET NE QUADRANT OF SUBGRADE OR AS DIRECTED BY THE ENGINEER. SEE PLATE 4006 FOR DETAILS 87TH STREET NE & EBERSOLE AVE. 87TH STREET NE ELEV.=959.34 't 0) 't r -'t `t In , (0 00 O to "t O M O qt O O N qt M O I.D q t M N q � M O qt O O M qt O 0) O� O N `t 0) r, cD 0) qt 0) CA 0) C) N'0 M r- N `t ") 00 to N rn r, 00 r, r' 00 N N - 0 O r' 00 m O c N O � I.D N O � I.D C4 O � � N O r- Lt7 � N L . M O M Vj tD V j t`) CV CV N N C*4 of 00 O co co (0 I� O n C5 00 C5 CO 6 00 O 00 C5 00 0i 00 Gi 0i dj 0i 0j 0i 0j O 06 00 06 u-) ri � r � r- 00 00 00 00 00 00 ri � � n � O N (0 M O M (D M O cD (0 N7 (0 M � N7 O M O N LO N Ln N LO N Ln to to Lf) to Lf) to to Lf) to W) W) 0 q) L() U-) L() LC) LC) U) LC) LC) LC) LC) LC) LC) In 11) LC) LC) O O Q) (0 Q) (0 p) LD M cD 0) O 0) W 0) (D 0) W rn (D O) (0 Q) (0 Q) O O Q) O O Q) O 0) 0) O 0) O O 0) ts7 O) cD O O O 0) 0) 0) 0) 0) 0) 0) 0) 0) Q) Q) 0) 0) V) 0) 0) � 0) Q) 0) 0) O 0) 0) rn Q) O Q) Q) O Q) a) 0) a) O O O O) 0) O O O 0) 0) O O O O O Q) O Q) O 0 PVI STA: 1+00.00 PVI ELEV: 964.54 K: 33.33 LVC: 100.00 O HIGH PT. STA: 1+16.6ib 0 HIGH PT ELEV: 964.210 In LO V) O o") ± ((0 � 0) rn i J i J CL w CL w 85TH STREET NE 955 LOCATION MAP CURB LEGEND 08.15 = TOP OF CURB ELEVATION 4+46.57 FOR SURMOUNTABLE CURB 08.15 T.O. = TOP OF CURB ELEVATION 4+46.57 FOR SURMOUNTABLE CURB - - - - (TIP OUT GUTTER) 08.32 = TOP OF CURB ELEVATION 4+46.57 FOR B618 CURB 08.32 T.O. = TOP OF CURB ELEVATION 4+46.57 FOR B618 CURB - - - - (TIP OUT GUTTER) = BITUMINOUS ELEVATION f07.82 4+46.57 Mendota Heights, MN 55120 Fax: 681-9488 1Q 2 ROLLS OF SOD TO BE PLACED BEHIND CURB AND SIDEWALK/TRAIL. , = PED. RAMP (MnDOT STANDARD) 2Q THE USE AND THICKNESS OF SELECT GRANULAR ASRROW DETERIMINBASED EDD BY OTHEEXISTING ENGINEER. CONDITIONS 0 25 50 100 (3) STREET WIDTH TO BE DETERMINED BY THE CIN BENCH MARK ENGINEER. TOP OF NUT HYDRANT ® 6" PERFORATED P.E. PIPE WITH FABRIC. INSTALL WHERE CLAY SOILS ARE ENCOUNTERED IN THE ROADWAY GRAPHIC SCALE IN FEET NE QUADRANT OF SUBGRADE OR AS DIRECTED BY THE ENGINEER. SEE PLATE 4006 FOR DETAILS 87TH STREET NE & EBERSOLE AVE. 87TH STREET NE ELEV.=959.34 't 0) 't r -'t `t In , (0 00 O to "t O M O qt O O N qt M O I.D q t M N q � M O qt O O M qt O 0) O� O N `t 0) r, cD 0) qt 0) CA 0) C) N'0 M r- N `t ") 00 to N rn r, 00 r, r' 00 N N - 0 O r' 00 m O c N O � I.D N O � I.D C4 O � � N O r- Lt7 � N L . M O M Vj tD V j t`) CV CV N N C*4 of 00 O co co (0 I� O n C5 00 C5 CO 6 00 O 00 C5 00 0i 00 Gi 0i dj 0i 0j 0i 0j O 06 00 06 u-) ri � r � r- 00 00 00 00 00 00 ri � � n � O N (0 M O M (D M O cD (0 N7 (0 M � N7 O M O N LO N Ln N LO N Ln to to Lf) to Lf) to to Lf) to W) W) 0 q) L() U-) L() LC) LC) U) LC) LC) LC) LC) LC) LC) In 11) LC) LC) O O Q) (0 Q) (0 p) LD M cD 0) O 0) W 0) (D 0) W rn (D O) (0 Q) (0 Q) O O Q) O O Q) O 0) 0) O 0) O O 0) ts7 O) cD O O O 0) 0) 0) 0) 0) 0) 0) 0) 0) Q) Q) 0) 0) V) 0) 0) � 0) Q) 0) 0) O 0) 0) rn Q) O Q) Q) O Q) a) 0) a) O O O O) 0) O O O 0) 0) O O O O O Q) O Q) O 0 PVI STA: 1+00.00 PVI ELEV: 964.54 K: 33.33 LVC: 100.00 O HIGH PT. STA: 1+16.6ib 0 HIGH PT ELEV: 964.210 In LO V) O o") ± ((0 � 0) rn i J i J CL w CL w © 2018 Pioneer Engineering, P.A. 1+00 1+50 PVI STA: 5+00.00 w 955 Z K: 100.00 w LVC: 50.00 w W = H N O O O M F_ 950 `0 r- r� N ' +p +p I Lf) 0) w 0) z H -1.007. a w w 945 w Ua N O I'_ 0 I 00 O (N0 940 Q_j 0+00 0+50 PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2018 Pioneer Engineering, P.A. 1+00 1+50 PVI STA: 5+00.00 10-30-2018 PVI ELEV: 960.54 PVI STA: 7+00.00 K: 100.00 PVI ELEV: 959.54 LVC: 50.00 K: 44.88 = LVC: 50.00 O O O O O O O r- r� N ' +p +p Ln (0 Ln r-(0 CA Lf) 0) 0) H -1.007. a w O O w a \ >J w Cl -a w -0.507. 2+00 2+50 3+00 3+50 I hereby certify that this plan was prepared by% Revisions me or under my direct supervision and that I Name _ 1. 1-3-19 City Comments am a duly Licensed Professional Engineer Paul J. Cheme under the laws of the State of Minnesota Reg. No. 19S60 S60 Date 11-5-2018 4+00 4+50 5+00 5+50 6+00 Date 10-30-2018 Designed PJC/JMM Drawn JMM 6+50 7+00 975 PVI STA: 8+91.50 970 PVI ELEV: 958.39 K: 29.79 LVC: 60.00 HIGH PT. STA: 9+00.23 HIGH PT ELEV: 958.25 965 s (.00 N 00 V) 0) V) 0) 0'960 i J i J d w d w Z955 0) O ao O O O 0) O H U LO 0) Lj cOD 0) + O + 00 N J J z w U w I- O - - z 950 PVI STA: 8+25.00 1U,,, PVI ELEV: 957.52 m K: 24.02 L;-1 LVC: 70.00 z LOW PT. STA: 8+28.77 I-_ 9 45 LOW PT ELEV: 957.77 � N ':0) 0) M 00 LO I Q �' 9 40 ojV)w 7+50 8+00 8+50 9+00 9+50 10+00 STREET CONSTRUCTION NOVAK-FLECK INC. 8857 ZEALAND AVE N. BROOKLYN PARK, 55445 FEATHERSTONE 4TH ADDITION MONTICELLO, MINNESOTA 04 -ENG -1 18236 -SHEET -333 12 0 19 CONSERVATION AREA SIGN 7-- T REMOVE STOP SI ' 2–TYPE III II BARRICADES J _ / \ J SIF / STREET LIGHT (TYP.) > =p / LOAILBOX CATION 4: \ ; \\� I Q STREET LIGHT (TYP.) \ / / . /� \\ \ \ \ \ Qi \ \ 0— �\ / I • \\ \ / Of I I m I LLJ \ – \ 0 40 80 160 / \ COMBINED STOP / MAILBox ` \ J \ GRAPHIC SCALE IN FEET \AND STREET SIGN LOCATION — / / / BARB CARES �' / / / /— ------— / / / I •. � / I I I I I / \ I I ° / STREET LIGHT (TYP.),Z \ / \ J I I I MAILBOX I I I LOCATION EMOVE 2–TYPE III BARRICADES — / I 'n �`= Ct • • O t - - "'III — — — — — — — — STREET LIGHT (TYP.) _ / STREET LIGHT (TYP.) / 32' J / I F–F COMBINED STOP I I I AND STREET SIGN / I • � I I L— — — — — — — — — — — LLI — % J — — — — — — — — UAILBOX ' I/ / LOCATION I 'A I Z I L-------- Ld m -- — — — —� ----- •w / I I STREET LIGHT (TYP.) I I I II L-------------- J L----------� -- �- a 85TH STREET NE I PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 651 681-1914 I hereby certify that this plan was prepared Name G%- / = Revisions Date 10-30-2018 NOVAK-FLECK INC. 2422 Enterprise Drive Fax: 681-9488 me or under my direct supervision and that I I ""✓i 1. 1-3-19 City Comments je - Paul J. Cheyne Designed PJC/JMM SIGN & LIGHTING PLAN 8857 ZEALAND AVE N. Mendota Heights, MN 55120 am a duly Licensed Professional Engineer www.pioneereng.com under the laws of the State of Minnesota Reg. No. 19S60 S60 Date 11-5-2018 Drawn JMM BROOKLYN PARK, 55445 © 2018 Pioneer Engineering, P.A. BENCH MARK TOP OF NUT HYDRANT NE QUADRANT OF 87TH STREET NE & EBERSOLE AVE. ELEV.=959.34 FEATHERSTONE 4TH ADDITION MONTICELLO, MINNESOTA 04 -ENG -118236 -SHEET -SIGN 13 0 19 MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS -I -PF (BY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA REGULATIONS AND SPACED 16" OC, 0 0 Standard Plate Library City of Monticello r Title: Cone Section, Casting Steps, and Adjusting Rings Date: 03-05 Plate No. Revised: 03-15 1 001 0 O O O NOTE: 1. STRUCTURE MARKER SIGNS AND 3" TUBING WITH REFLECTORIZED STRIPS SHALL BE FURNISHED ANO INSTALLED FOR ALL STRUCTURES LOCATED OFF THE STREET SURFACE. (INCIDENTAL) n 2. THE SG SHALL BE ATTACHED TO SIGN POST ��_ 3. THE SIGNS MAYBE OMffTED AS PER THE ENGINEER \v 4. THE SIGNS SHALL BE BURIED 2' BELOW FINISHED GRADE 1WTH 4' OF POST EXPOSED 5, SIGNS SHALL FACE TRAFFIC 0.063" THICK ALUMINUM SIGN, BLACK LETTERS ON WHITE HIGH INTENSITY REFLECTORIZED BACKGROUND. U—CHANNEL POST, MINIMUM 1.2 LB./FT. 6' LONG, GALVANIZED. O Standard Plate Library City of Monticello - - PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCI-R=S 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2018 Pioneer Engineering, P.A. Structure Marker Sign Date: 03-05 Plate No. Revised: 1005 03-15 USE NEENAH R -1642—A FOR LOW PROFILE APPLICATIONS USE NEENAH 81755—G FOR WATERPGHT APPLICATIONS LETTERING TO READ: SANITARY SEWER, STORM SEWER OR WATER MAIN WHICH EVER IS APPLICABLE. NEENAH R-1642 WITH TYPE B SOLID LID MACHINE BEARING OR EQUAL 25 3/4 " I I BEAR€N 3 SURFACE TO BE MACHINED OL-,�O Oaa�O COVER CONCEALED PICKHOLES (2) REPEAT OPPOSITE SI__ EXCEPT FOR LETTERING 7" T— Standard Plate Library City of Monticello 24" I 28 1/2 " 36" FRAME Title: Standard Frame and Cover Date: 03-05 Plate No. Revised: 03-1 5 1 002 1 STEEL T -STYLE FENCE POST PAINTED BLUE WITH AN OIL BASED PAINT FOR WATERMAIN STUB PAINTED GREEN WITH AN OIL BASED PAINT FOR SANITARY AND/OR STORM SEWER STUB AND A MINIMUM 2" REFLECTORIZED TAPE (ENGINEER GRADE) AT THE TOP OF THE POST. POST SHALL BE BURIED 2' BELOW FINISHED GRADE WITH 4' ABOVE FINISHED GRADE (INCIDENTAL) STEEL T -STYLE FENCE POST STREET GROUND LINE 4"x4" WOOD POST //-4"x4" W000 POST L_ 4"x4" WOOD POST - - - - ~ O STORM SEINER MAINLINE STORM SEWER WA7ERMAIN - -- -- -- --- - -- __---- - - - WATERMAIN SANITARY SEWER py MAINLINE SANITARY SEWER Standard Plate Library City of Monticello I hereby certify that this plan was prepared by % Revisions me or under my direct supervision and that I Name 1. 1-3-19 City Comments am a duly Licensed Professional Engineer Paul J. under the laws of the State of Minnesota Reg. No. ( 9860 Date 11-5-2018 Title: Utility Stub Markers Date` 04-08 Plate No. Revised:03 —15 1006 006 Date 10-30-2018 STANDARD MANHOLE PJC/JMM Drawn JMM FRAME AND COVER CAST IRON OR DUCTILE \� GROUTING BETWEEN PIPE AND IRON ADJUSTMENT RING `ADJUSTING RINGS MANHOLE BARREL SHALL BE OR ENGINEER APPROVED EQUAL MIN 4" - MAX 12" WITH NON -SHRINKING CEMENT " 27- DIA WITH EXTERNAL OR BITUMINOUS WEAR COURSE • i- C - o INTERNAL CHIMNEY SEAL I USE R-2 JOINT FOR Metal Casting Ring Standard Plate Library ALL MANHOLE JOINTS Adjustment Detail City of Monticello Date: Plate No. 03_08 _ BARREL TO CONFORM Revised: 03-15 TO ASTM C-478 '• LATEST REVISION 48" DIA Standard Plate Library City of Monticello r Title: Cone Section, Casting Steps, and Adjusting Rings Date: 03-05 Plate No. Revised: 03-15 1 001 0 O O O NOTE: 1. STRUCTURE MARKER SIGNS AND 3" TUBING WITH REFLECTORIZED STRIPS SHALL BE FURNISHED ANO INSTALLED FOR ALL STRUCTURES LOCATED OFF THE STREET SURFACE. (INCIDENTAL) n 2. THE SG SHALL BE ATTACHED TO SIGN POST ��_ 3. THE SIGNS MAYBE OMffTED AS PER THE ENGINEER \v 4. THE SIGNS SHALL BE BURIED 2' BELOW FINISHED GRADE 1WTH 4' OF POST EXPOSED 5, SIGNS SHALL FACE TRAFFIC 0.063" THICK ALUMINUM SIGN, BLACK LETTERS ON WHITE HIGH INTENSITY REFLECTORIZED BACKGROUND. U—CHANNEL POST, MINIMUM 1.2 LB./FT. 6' LONG, GALVANIZED. O Standard Plate Library City of Monticello - - PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCI-R=S 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2018 Pioneer Engineering, P.A. Structure Marker Sign Date: 03-05 Plate No. Revised: 1005 03-15 USE NEENAH R -1642—A FOR LOW PROFILE APPLICATIONS USE NEENAH 81755—G FOR WATERPGHT APPLICATIONS LETTERING TO READ: SANITARY SEWER, STORM SEWER OR WATER MAIN WHICH EVER IS APPLICABLE. NEENAH R-1642 WITH TYPE B SOLID LID MACHINE BEARING OR EQUAL 25 3/4 " I I BEAR€N 3 SURFACE TO BE MACHINED OL-,�O Oaa�O COVER CONCEALED PICKHOLES (2) REPEAT OPPOSITE SI__ EXCEPT FOR LETTERING 7" T— Standard Plate Library City of Monticello 24" I 28 1/2 " 36" FRAME Title: Standard Frame and Cover Date: 03-05 Plate No. Revised: 03-1 5 1 002 1 STEEL T -STYLE FENCE POST PAINTED BLUE WITH AN OIL BASED PAINT FOR WATERMAIN STUB PAINTED GREEN WITH AN OIL BASED PAINT FOR SANITARY AND/OR STORM SEWER STUB AND A MINIMUM 2" REFLECTORIZED TAPE (ENGINEER GRADE) AT THE TOP OF THE POST. POST SHALL BE BURIED 2' BELOW FINISHED GRADE WITH 4' ABOVE FINISHED GRADE (INCIDENTAL) STEEL T -STYLE FENCE POST STREET GROUND LINE 4"x4" WOOD POST //-4"x4" W000 POST L_ 4"x4" WOOD POST - - - - ~ O STORM SEINER MAINLINE STORM SEWER WA7ERMAIN - -- -- -- --- - -- __---- - - - WATERMAIN SANITARY SEWER py MAINLINE SANITARY SEWER Standard Plate Library City of Monticello I hereby certify that this plan was prepared by % Revisions me or under my direct supervision and that I Name 1. 1-3-19 City Comments am a duly Licensed Professional Engineer Paul J. under the laws of the State of Minnesota Reg. No. ( 9860 Date 11-5-2018 Title: Utility Stub Markers Date` 04-08 Plate No. Revised:03 —15 1006 006 Date 10-30-2018 Designed PJC/JMM Drawn JMM NOTE: CASTINGS AND VALVE BOXES NOT ADJUSTED WITHIN THE TOLERANCES SHOWN SHALL BE READJUSTED AT THE CONTRACTOR'S EXPENSE. FINISHED BITUMINOUS WEAR COURSE GRADE 3/8 "MIN. 5/8 MAX. FRAME CASTING AND GATE VALVE NOT ON CENTERLINE 5/B MIN 3/8 " MIN. 3/4 " MAX 2.00 5/8 "MAX. JrFRAME CASTING ON CENTERLINE j Standard Plate Library City of Monticello ROADWAY FINISHED BITUMINOUS WEAR COURSE GRADE Title: Adjustment of Standard Frame and Cover Date: 03-05 Plate No. Revised: 03-15 1 003 TOP OF PROPOSED SUBGRADE THE TOP 3' SHALL BE COMPACTED AT A MIN OF 100% OF STANDARD PROCTOR DENSITY (MN/DOT 2105) A MAX OF 2' LIFTS TO BE WETTED AND CONSOLIDATED BY VIBRATORY MEANS AND COMPACTED TO A MIN OF 95% OF STANDARD PROCTOR DENSITY (MN/DOT 2105) 4' COVER COMPACTED TO 95% OF STANDARD PROCTOR DENSITY WITHOUT THE USE OF HEAVY ROLLER EQUIPMENT (-•;,',O'i:;`;':�' GRANULAR BEDDING AS PER MN/DOT 3149.2F ..T:: GRANULAR FOUNDATION WHERE ORDERED BY THE ENGINEER SHOVEL, PLACE, AND HAND COMPACT AROUND PIPE TO 12" ABOVE PIPE. VIBRATORY COMPACTION REQUIRED EACH SIDE OF PIPE, AS DIRECTED BY THE ENGINEER. Title: Typical Trench Compaction Standard Plate Library and Class B Bedding 03-05 City of Monticello Date: Plate No. �.� — - Revised:1 007 03-15 CITY DETAILS NOVAKLF�ECK INC. AVE N. BROOKLYN PARK, 55445 3/B" MIN. - 5/B" MAX. 3/8" MIN. 5/8" MAX. BITUMINOUS NON -WEAR COURSE BITUMINOUS BASE COURSE ADJUSTMENT DETAIL EBS SUPER GLUE ADHESIVE OR ENGINEER APPROVED EQUIVALENT (1/4" BEAD, 360 DEG.) BITUMINOUS WEAR COURSE j BITUMINOUS NON -WEAR COURSE i CAST IRON OR DUCTILE IRON ADJUSTMENT RING _ AS MANUFACTRURED BY ESS BROTHERS AND SONS INC. OR ENGINEER APPROVED EQUAL NOTES: 1. THE HEIGHT OF THE CAST IRON OR DUCTILE IRON ADJUSTMENT RING IS DETERMINED BY THE THICKNESS OF THE OVERLAY. 2. CAST IRON OR DUCTILE IRON ADJUSTMENT RINGS TO BE INSTALLED BITUMINOUS WEAR COURSE AS PER MANUFACTURERS RECOMMENDATION. 3. A 5 YEAR WARRANTY IS REQUIRED FOR ADJUSTMENT RINGS INCLUDING LABOR & MATERIALS ADJUSTMENT DETAIL Title: Metal Casting Ring Standard Plate Library Adjustment Detail City of Monticello Date: Plate No. 03_08 _ 10 0 4 Revised: 03-15 04-ENG-118236-SHEET-DTLS-CITY FEATHERSTONE 4TH ADDITION 14 0 19 MONTICELLO, MINNESOTA .w z 3' DIAMETER BY 3' DEEP PIT-- UNDER IT UNDER HYDRANT FILLED WITH A MINIMUM OF 1 C.Y. OF 1 y 1-1/2" CLEAR STONE I = 0 MEGALUG THRUSiJ MEGALUG BLOCKING BEH ND HYDRANT\ -PRECAST CONCRETE BASE AS SPECIFIED (15-x 15% 4") Standard Plate Library City of Monticello 1/4 " STEEL VALVE BOX ADAPTOR WITH PROTECTIVE COATING AS MANUFACTURED BY ADAPTOR INC. OR APPROVED EQUAL MEGALU GATE VALVE BELOW GATE VALVE $LOCKING BEHIND TEE Title: Typical Hydrant Installation Date: 03-05 Plate No. Revised: 03-17 2001 PROPOSED STORM SEWER 8'X 12' INSULATION AT PIPE CROSSING B'X 20' INSULATION FOR BOX SEE PLATE 2006 45' BENDS MEGALUG FOR DETAILS (TYPICAL) MFGALUG 6" MEGALUG 1 f 2 WATERMAIN 20 N4IE: ALL PIPE JOINTS WITHIN 10' OF A BEND SHALL BE RESTRAINED USING TIE RODS. Standard Plate Library City of Monticello PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2018 Pioneer Engineering, P.A. Title: MEGALUG VARVES '7 Watermain Offset Date: 03-05 Plate No. Revised: 03-17 2005 MEGALUG MEGALUG TEE AND BEND BEND *.PLUG PLUG WITH 4 MIL. POLY PLUG GRASSY AREA A B'WIDE - 4"THICK !LESS THAN 5' CONCRETE OR BITUMINOUS SURFACE 8'x 4' x 4" THICK }LESS THAN 6' L 6" NOTES: OR 5' IN BACK OF CURB Designed 1. THRUST BLOCKING TO BE USED FOR BEND 22 1/2' aw CONCRETE WALK OR 4 AND OVER. PIPE SIZE 11F BITUMINOUS PATH ARE R a HYDRAFINDER PRESENT BRICK 4" X 8' X 2" 2. THRUST BLOCKING SHALL ONLY BE USED WHERE FLAG WATEROUS MODEL 67 1 WORKING PRESSURES ARE LESS THAN 150 PSI. I 10" - 12" HYDRANT 3. THRUST BLOCKS BEARING AREA TO BE POURED I 16" 20.0 SQ FT B• YELLOW OUT OF ORDER TAG w TO BE INSTALLED ON PUMPER CONN. STYROFOAM HI -35 BRAND SHALL BE USED FOR 12" OR LARGER DIAMETER WATERMAIN z AFTER BACK -FILL 4. ALL PIPE JOINTS WITHIN 10 FT. OF A BEND - BREAKOFF FLANGE EXISTING OR FUTURE STREET � w 1' TO 2" MAXIMUM CURB OR GUTTER LINE as ABOVE BURY LINE (FINISHED GRADE) Q a VALVE BOX AS FINISHED GRADE WATERMAIN SPECIFIED T7" 0 2" I� 0 2 LAYERS OF _ _ o z _2'- 6"_ AS REQUIRED 10' - POLY (4 mil) c� X .w z 3' DIAMETER BY 3' DEEP PIT-- UNDER IT UNDER HYDRANT FILLED WITH A MINIMUM OF 1 C.Y. OF 1 y 1-1/2" CLEAR STONE I = 0 MEGALUG THRUSiJ MEGALUG BLOCKING BEH ND HYDRANT\ -PRECAST CONCRETE BASE AS SPECIFIED (15-x 15% 4") Standard Plate Library City of Monticello 1/4 " STEEL VALVE BOX ADAPTOR WITH PROTECTIVE COATING AS MANUFACTURED BY ADAPTOR INC. OR APPROVED EQUAL MEGALU GATE VALVE BELOW GATE VALVE $LOCKING BEHIND TEE Title: Typical Hydrant Installation Date: 03-05 Plate No. Revised: 03-17 2001 PROPOSED STORM SEWER 8'X 12' INSULATION AT PIPE CROSSING B'X 20' INSULATION FOR BOX SEE PLATE 2006 45' BENDS MEGALUG FOR DETAILS (TYPICAL) MFGALUG 6" MEGALUG 1 f 2 WATERMAIN 20 N4IE: ALL PIPE JOINTS WITHIN 10' OF A BEND SHALL BE RESTRAINED USING TIE RODS. Standard Plate Library City of Monticello PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2018 Pioneer Engineering, P.A. Title: MEGALUG VARVES '7 Watermain Offset Date: 03-05 Plate No. Revised: 03-17 2005 MEGALUG MEGALUG TEE AND BEND BEND *.PLUG PLUG WITH 4 MIL. POLY PLUG GRASSY AREA A B'WIDE - 4"THICK !LESS THAN 5' CONCRETE OR BITUMINOUS SURFACE 8'x 4' x 4" THICK }LESS THAN 6' L 6" NOTES: 1" CORP. COCK Designed 1. THRUST BLOCKING TO BE USED FOR BEND 22 1/2' aw wZ a 4 AND OVER. PIPE SIZE BEARING AREA R a 6 4.0 SQ FT BRICK 4" X 8' X 2" 2. THRUST BLOCKING SHALL ONLY BE USED WHERE g 6.0 SO FT 1 WORKING PRESSURES ARE LESS THAN 150 PSI. I 10" - 12" 12.0 SO FT 1 3. THRUST BLOCKS BEARING AREA TO BE POURED I 16" 20.0 SQ FT B• AGAINST UNDISTURBED SOIL. 4, POURED CONCRETE THRUST BLOCKING STYROFOAM HI -35 BRAND SHALL BE USED FOR 12" OR LARGER DIAMETER WATERMAIN a PLASTIC FOAM OR APPROVED 4. ALL PIPE JOINTS WITHIN 10 FT. OF A BEND EQUAL SHALL BE RESTAINED USING TIE RODS L " STAGGER SHEETS 4' LENGTH WISE AND 2' WIDTH WISE Standard Plate Library City of Monticello Title: Blocking for Watermain Date: 03-05 Plate No. Revised. 03-17 2002 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 CURB STOP. TO BE INSTALLED AT THE TIME OF CURB STOP INSTALLATION (INCIDENTAL) -w crw wZ N STREET 4' :Fc a � 12' AS REQUIRED AS REQUIRED -- -- 11' 0 GROUND LINE CURB BOX WITH 1'- 1 1/4 " STANDPIPE AND STATIONARY ROD 7'- 6" MIN COVER 2' 4 1" CORP. COCK Designed PJC/JMM aw wZ a 4 aw a� CL 1" COPPER o a /BRICK 4" X 8" X 2" 12' BRICK 4" X 8' X 2" GROUND UNE I V- 0" i NOTE: ATTACH SHUT OF ROD TO CURB STOP Title: Blocking for Watermain Date: 03-05 Plate No. Revised. 03-17 2002 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 CURB STOP. TO BE INSTALLED AT THE TIME OF CURB STOP INSTALLATION (INCIDENTAL) -w crw wZ N STREET 4' :Fc a � 12' AS REQUIRED AS REQUIRED -- -- 11' 0 GROUND LINE CURB BOX WITH 1'- 1 1/4 " STANDPIPE AND STATIONARY ROD 7'- 6" MIN COVER 2' 4 Standard Plate Library City of Monticello I hereby certify that this plan was prepared by % Revisions me or under my direct supervision and that I Name1. 1-3-19 City Comments am a duly Licensed Professional Engineer aulJ. me under the laws of the State of Minnesota Reg. No. 19S60 S60 Date 11-5-2018 Title: Typical Water Service Date: 03-05 Plate No. Revised: 03-15 2006 Date 1" CORP. COCK Designed PJC/JMM Drawn JMM 1" COPPER 1" COPPER 1 /BRICK 4" X 8" X 2" WATERMAIN BRICK 4" X 8' X 2" IAI�I'IRB STOP WITH BLANK SLUG (TYPICAL) NOTE: ATTACH SHUT OF ROD TO CURB STOP SEE SPEC. Standard Plate Library City of Monticello I hereby certify that this plan was prepared by % Revisions me or under my direct supervision and that I Name1. 1-3-19 City Comments am a duly Licensed Professional Engineer aulJ. me under the laws of the State of Minnesota Reg. No. 19S60 S60 Date 11-5-2018 Title: Typical Water Service Date: 03-05 Plate No. Revised: 03-15 2006 Date 10-30-2018 Designed PJC/JMM Drawn JMM CITY DETAILS NOVAK-FLECK INC. 8857 ZEALAND AVE N. BROOKLYN PARK, 55445 NOTE: INSULATION REQUIRED FOR WATERMAIN WITH LESS THAN 5' COVER IN GRASSY AREAS AND 6' COVER UNDER PAVED SURFACES. Standard Plate Library City of Monticello Title: Insulation Detail Date: 03-05 Plate No. Revised: 03-15 2004 04-ENG-118236-SHEET-DTLS-CITY FEATHERSTONE 4TH ADDITION 15 0 19 MONTICELLO, MINNESOTA I %/ —CHIMNEY SEALS (INTERNAL OR EXTERNAL) "CRETEX OR APPROVED EQUAL" STANDARD MANHOLE - FRAME AND COVER GROUTING BETWEEN PIPE AND MANHOLE BARREL SHALL — WITH NON -SHRINKING CEMENT ALL MANHOLES WITH ADJUSTING RINGS INSIDE DROP SECTION MIN 4" - MAX 12" SHALL BE 5' DIA (I.D.) I 27" DIA 3 P "v 8"� c MANHOLE SECTION TO BE;; ASTM C-478 CLASS II CIRCULAR REINF LATEST REVISION r k m a 48" DIA USE R-2 JOINT FOR -- - ALL MANHOLE JOINTS b m a STEPS AT 16" OC S" "CRE-SEAL","RESEAL", OR APPROVED EQUAL i} PRECAST GASKET CONNECTION SHALL BE USED FOR CONNECTION PIPE TO MANHOLE Uj VARIABLE j MAX. 24" L &" MIN PRECAST BOTTOM SECTION ';--�- WITH INVERT{ #5 AT 12" OC EACH WAY STANDARD MANHOLE FOR SANITARY SEWER NO SCALE NOTES: 1Q MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS -I -PF (BY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA REGULATIONS AND SPACED 16" OC. 0 IF DROP IS GREATER THAN 24" INCHES, USE OUTSIDE DROP Standard Plate Library City of Monticello PISNEERenginuel.enkg CIVEL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2018 Pioneer Engineering, P.A. Title: Standard Sanitary Manhole Date: 03-05 Plate No. Revised: 03-15 3001 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota DEPTH OF COVER OVER J TOP OF PIPE TO SUIT \ 4" OR 6" PVC FIELD CONDITIONS ENGINEER - CONTRACTOR TO VERIFY PRIOR TO BURY PIPE SHALL BE COMPLETELY ENTRENCHED " PIPE SHALL BE COMPLETELY ENTRENCHED AND SHALL HAVE GATS BEDDING E WHERE DIRECTED BY THE ENGINEER Kim . SEE JOINT DETAIL BELOW PLACE NEARLY HORIZONTAL FOR LOW -� BASEMENTS AND SHALLOW SEWER AS DIRECTED BY THE ENGINEER TYPICAL SERVICE WHERE COVER OVER TOP OF SEWER IS 12 OR LESS NOTES: PVC = POLY -VINYL CHLORIDE SDR 26 DEPTH OF COVER OVER TOP OF PIPE TO SUIT ALL SERVICE CONNECTIONS INCLUDING NECESSARY FIELD CONDITIONS BENDS AND SPECIAL FITTINGS SHALL BE PAID FOR AT THE CONTRACT UNIT PRICE BID PER LINEAR FOOT OF 4" OR 6". NO ADDITIONAL COMPENSATION SHALL BE ALLOWED FOR CONCRETE ENCASEMENT OR PIPE BEDDING. 4" OR 6" PVC STEEL T -STYLE FENCE POST PAINTED - GREEN WITH AN OIL BASED PAINT AND A MINIMUM 2" REFLECTORIZED TAPE (ENGINEER GRADE) AT THE TOP OF THE POST TO MARK THE SERVICE SNB TO BE INSTALLED AT THE TIME OF SERVICE INSTALLATION (INCIDENTAL) 6" MIN R /W 12' DRAINAGE AND UTILITY EASEMENT 1' 5' ,E ;; ELEV TO BE SET BY THE /'>:'' 15, ENGINEER - CONTRACTOR TO VERIFY PRIOR TO BURY PIPE SHALL BE COMPLETELY ENTRENCHED 4 AND SHALL HAVE CLASS "B" BEDDING WHERE DIRECTED BY THE ENGINEER CONCRETE ENCASEMENT y -N (TYPICAL) SEE DETAIL BELOW FOR 6„ CAULKING BETWEEN DISSIMILAR PIPES MIN TYPICAL SERVICE WHERE COVER OVER ADAPTER TO BE RESILIENT TOP OF SEWER IS 12' OR MORE ASTM C425-64 TYPE III OR APPROVED EQUAL FOR DISSIMILAR PIPES CONCRETE ENCASEMENT (TYPICAL) PVC WYE � - VCP TO PVC FERNCO ENCASED IN CONCRETE SHALL BE REQUIRED _ WHEN CONNECTING TO EXISTING VCP SEWER MAIN (INCIDENTAL). CONCRETE ENCASEMENT) • . DETAIL \\\ (TYPICAL) `THRUST BLOCKING FOR CLEANING EQUIPMENT Name aulme - Reg. No. 19S60 Date 11-5-2018 Standard Plate Library City of Monticello Revisions 1. 1-3-19 City Comments 45'BEND 4' CL STREET GROUND LINE BUILDING 2' INSTALLED BY PRIVATE CONTRACT - INSTALLED AS PER CITY CONTRACT TRACER WIRE LOCATE BOX GROUND LINE I I� L` I TRACER WIRE SPLICE --- CURB BOX STANDPIPE I f COPPER -CLAD STEEL AWG 12 GAUGE I 2' SPOOL COPPER -CLAD STEEL AWG 12 TRACER WIRE 30 MIL HIGH DENSITY 1 GAUGE TRACER WIRE 30 MIL HIGH DENSITY POLYETHYLENE GREEN COLORED JACKET POLYETHYLENE GREEN COLORED JACKET TO BE PROVIDED UNDER PRIVATE I TO BE PROVIDE UNDER CITY CONTRACT CONTRACT 1 `- 1" COPPER WATERMAIN COPPER -CLAD STEEL AWG 12 GAUGE TRACER WIRE 30 MIL HIGH DENSITY POLYETHLNE GREEN COLORED JACKET TO BE PROVIDED UNDER CITY CONTRACT SANITARY SERVICE MAINLINE SANITARY SEWER Title: Typical Service Connection Dote: 03-05 Revised: 03-15 Plate No. 3004 Date 10-30-2018 Designed PJC/JMM Drawn JMM Standard Plate Library City of Monticello CITY DETAILS Title: Tracer Wire (New Developments) Dote: 03-08 Plate No. Revised: 0,3 —1 5 3005 NOVAK-FLECK INC. 8857 ZEALAND AVE N. BROOKLYN PARK, 55445 04-ENG-118236-SHEET-DTLS-CITY FEATHERSTONE 4TH ADDITION 16 0 19 MONTICELLO, MINNESOTA Z CASTING ADJUSTING RINGS Designed 4" MIN - 12" MAX STANDARD FRAME & COVER JMM INSTALL INFRA SHIELD U (OR APPROVED EQUAL)? EXTERNAL CHIMNEY SEAL r ROADWAY SURFACE 1 SEE MnDOT STANDARD PLATE 4020 FOR COVER REQUIREMENTS - I I• •'`: • : `:=• WALL CONSTRUCTION SHALL BE CLASS II `:`• `: PRECAST PIPE, EXCEPT 48" DIA MAY BE ASTM C 478 CONCRETE PIPE, SEE MnDCT STANDARD — o z 8" CAST -IN-PLACE PLATE 3000 (NO TONGUE OR GROOVE AT TOP ® ` CONCRETE — OR BOTTOM OF THIS SECTION). CAST -IN-PLACE 00 N 4' TO 10' CONCRETE OR MASONRY CONSTRUCTION 4Y� (BRICK OR BLOCK) ALLOWED ONLY IF APPROVED i'k; ' BY ENGINEER 141 n OW CONCRETE DOGHOUSE REQUIRED ON o OUTSIDE AND INSIDE OF STRUCTURE AND PIPE CONNECTION d 1-K [� g vax V) _ � Y 0 � U Q M o O STRUCTURE -- N 8" POURED CONCRETE BASE, FOR ALTERNATE PRECAST CONCRETE Z BASE. SEE MnDOT STANDARD PLATE 4011 (MODIFY DIAMETER AND 2" RAISED AREA TO FIT REQUIRED DIAMETER. O1 REFER TO STANDARD PLANS FOR HEIGHT AND DIAMETER REQUIRED. O MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS -I -PF (BY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA REGULATIONS AND SPACED 16" OC. O MINIMUM STEEL REINFORCEMENT ® EQUIVALENT STEEL AREA IN WIRE MESH MAY BE USED © GENERAL DIMENSIONS FOR CONCRETE APPLY TO BRICK AND CONCRETE MASONRY UNIT CONSTRUCTION ALSO, EXCEPT AS NOTED. ® 12" MINIMUM FOR PRECAST, 3 BRICKS OR 1 BLOCK MINIMUM FOR MASONRY CONSTUCTION REINFORCEMENT AS PER MnDOT SPEC 3301, GRADE 60, Standard Plate Library City of Monticello TYPICAL HOLE LOCATIONS 4" DEA 120 CORRUGATED POLYETHYLENE PIPE WITH PROTECTIVE WRAP MANHOLE MANHOLE OR PLASTERED OR CATCH EXTERIOR CATCH BASINEZA BASIN ' DIA DIA SEWER BRICK (MnDOT SPEC 3616) BLOCK MASONRY CONSTRUCTION Title: Standard Manhole for Storm Sewer Date: 03-05 Plate No. Revised:4001 03-17 4" DIA � 90' 160' PVCPP WITH PROTECTIVE WRAP 611 B/C� �{ BITUMINOUS SURFACE AGGREGATE BASE 1' 1.511 1.511 GRANULAR SUBGRADE 1` Off T 4" PERFORATED P.E. PIPE WITH FABRIC (TYPICAL) ENCASED WITH COARSE AGGREGATE(MNDOT 3149.2H). INSTALL_ WHERE CLAY SOILS ARE ENCOUNTERED IN THE ROADWAY SUBGRADE, LOW POINTS IN ROADWAY OR AS DIRECTED BY THE ENGINEER. Standard Plate Library City of Monticello PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2018 Pioneer Engineering, P.A. Title: Perforated F.E. Pipe With Fabric Date: 03-05 Plate No. Revised:4006 03-15 II L - 35 1/4 ' 43" CURB INLET FRAME AND CURB BOX O_ NEENAH NO. R -3067-V q - , PLAN --4" CONCRETE COLLAR INSTALL INFRA SHIELD (OR APPROVED EQUAL) EXTERNAL CHIMNEY SEAL ADJUSTING RINGS 4" MIN - 12" MAX 1 ENCASE IN CONCRETE COLLAR USE CONCRETE CURB MIX FOR COLLAR ALL STORM SEWER CASTING ELEVATIONS SHOWN ON THE PLANS HAVE BEEN DEPRESSED 0.10' BELOW GUTTER ELEVATION (SEE DETAIL 5003) 6" 24" FINISH LGRADE 2";•. 31" 2-1 3• 6" 34" 5" ". 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 MnOOT DESIGN H. THE CASTING SHALL BE NEENAH R -3508-A2. Standard Plate Library City of Monticello Title: Standard Catch Basin Date: 03-05 Plate No. Revised:4002 03-17 TRANSVERSE & LONGITUDINAL BARS 5/8 FOR 18" TO 27" APRONS 3/4 FOR 30" & LARGER APRONS. i 6" MAX ANCHOR TOP & BOTH ENDS NOTE: 1. ALL TRASH GUARDS SHALL BE GALVANIZED AFTER FABRICATION PER MNDOT SPEC. 3392 & 3394. 2. APPLIES TO FLARED END SECTIONS 12" OR LARGER. 3. ALL NUTS AND BOLT ATTACHING TRASH GUARD TO THE FLARED END SECTION SHALL BE LEFT EXPOSED Standard Plate Library City of Monticello I hereby certify that this plan was prepared by % Revisions me or under my direct supervision and that I Name 1. 1-3-19 City Comments am a duly Licensed Professional Engineer Paul J. under the laws of the State of Minnesota Reg. No. 19860 Date 11-5-2018 Tiile: Trash Guard for End Section Date: 03-05 Plate No. ReViSed:4007 03-15 Date 10-30-2018 Designed PTC/JMM Drawn JMM a A A 35-1/4" 43" O � u PLAN CASTING TO BE SET 0.10' BELOW GUTTER ELEVATION INSTALL INFRA SHIELD CURB INLET FRAME AND CURB BOX (OR APPROVED EQUAL) STANDARD CASTING - NEENAH R -3067-V EXTERNAL CHIMNEY SEAL ADJUSTING RINGS 4" MIN - 12" MAX ENCASE WITH CONCRETE MANHOLE COVER TO BE 48" DIA COLLAR CRETEX TYPE II WITH 24"x 36" 6" OPENING #15" 1- 24" -1 g. CONCRETE DOGHOUSE REQUIRED D ON OUTSIDE AND INSIDE OF STRUCTURE w x _ •48„(TI,P) AND PIPE CONNECTION } -DIMENSION VARIES BASED ON STRUCTURE DIAMETER 1 RCP PIPE CONCRETE CATCH BASIN MANHOLE J NOTES: AND BASE TO BE CRETEX TYPE 433B OR APPROVED EQUAL 1. BASE TO BE GROUTED TO FORM A SMOOTH INVERT 70 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 Manhole City of Monticello Date: 03-05 Plate No. Revised: 03-17 4003 /l TIE LAST 3 JOINTS ON INLET AND OUTLET 5/8" TIE FOR PIPES 12" TO 27" 3/4" TIE FOR PIPES 30" TO 66" 1" TIE FOR PIPES OVER 30" —PROVIDE OPENING WHEN POURING CONCRETE TO ATTACH TRASH GUARD NOTE: THIS DRAWING IS TYPICAL FOR ALL FLARED END SECTIONS 24" OR LARGER SHEET PILING AS SHOWN SHALL BE CONSIDERED INCIDENTAL TO FLARED END. NUTS AND BOLTS ON TRASH GUARD MUST REMAIN EXPOSED. `r I 12" 4000 PSI CONCRETE (TYP) r:. 2 0 (TYP) (3) 1 1/4 "HOLES USE (3) 1" BOLTS AND TIE TO CONCRETE ABUTMENT / PLAN / 4000 PSI CONCRETE ANDITIE TO CD�CRETELES SABUTTMENTBOL #4 REBAR EACH FACE 2'- 0"1. 1l (TYP) • . �I Standard Plate Library City of Monticello CITY DETAILS SECTION PLUS 11111- 0 ELEVATION #4 REBAR EACH FACE ❑ I Title: Piling for Flared End Section Date: 03-05 Plate No. Revised:4008 03-17 NOVAK-FLECK INC. 8857 ZEALAND AVE N. BROOKLYN PARK, 55445 4"x 4" TEE 45 TEE MORTAR JOINT WHERE DRAIN 4'PVCPP 4 PVCPP PIPE COMES INTO MANHOLE OR CATCH BASIN 4"PVCPP NON PERF AT CONNECTION MANHOLE OR CATCH] MANHOLE OR CATCH-/ , BASIN WALL BASIN WALL 100' (MAX.)'" PREFERRED 0 5' METHOD /1 CURB) a CL * LENGTH TO BE DETERMINED BASED ON EXISTING SOIL CONDITIONS CL U K CURB1 RCP PIPE -1, PREFERRED METHOD 2' 1' BITUMINOUS SURFACE 2.5' 2' TYP SEE DETAIL 4006 - FOR CROSS SECTION 'I�1 �AGGREhATE BASE 2"MAX J 1 L GRANULAR SUBBASE MORTAR JOINT WHERE DRAIN COURSE FILTER AGGREGATE PIPE COMES INTO MANHOLE OR MN/DOT 3149.2H CATCH BASIN PERFORATED PIPE Standard Plate Library City of Monticello a� W H Z O 0- c1 L) LL O Q Ld m < F O.. Tittle: Special Details PVCPP Subdrain Date: 03-05 Plate No. Revised:03-15 I 40�� Title: Standard Plate Library Riprap Detail City of Monticello Date: 03-05 Plate No. Revised:4009 03-15 04-ENG-118236-SHEET-DTLS-CITY FEATHERSTONE 4TH ADDITION 17 OF 19 MONTICELLO, MINNESOTA I z 0 U W ma pox mxw Z ❑ N LL ul U w o i'k; ' 141 n OW 05 0 Q Q o 1-K vax V) 0 n� o O N Z ~ � aZ J W li fO Q 7 Q U (A O .,-^,. U U w x 3::5 d' Z Q 11: Cr N J N 1-7, nN10111 WN100001 H' W 710m Od F- Ntl? Frp1 W 1nWO1N W 10 CA CDN V O41 { 9 Z 00 7N1D NN ✓11'1 o Z JAN 7V7 O00n OmIn7N W TCA W'l� O 7W 0' .� 7 Title: Standard Plate Library Riprap Detail City of Monticello Date: 03-05 Plate No. Revised:4009 03-15 04-ENG-118236-SHEET-DTLS-CITY FEATHERSTONE 4TH ADDITION 17 OF 19 MONTICELLO, MINNESOTA I ma pox mxw a a a W� _ Z OW Q Q 1-K vax V) x Z� O 4 II 4+� x 3::5 d' N 1-7, nN10111 WN100001 H' W 710m Od F- Ntl? 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O aML> - - NN _� Oal� NN Nn n N to NII Q NII zn g 0 3 W, Wm coo �7,y!"R nloo!nq gg0l oo-.o,n � "� xa �rnro�gwwi0n7ulonn7 '°WLL 0_� �wa- ] N N n 4 ori o m 7M u2 m O n r -on N N n 7 7 ]n0M-rim 6 N n a m-4 O N n 7 7 7 10 r W- 3 K U v W a- < di z �Zw a Z N N r0 711010 N 7 pO r �N NNMn7 no 0 o N 7 0 W 1• o. d Za Q j d Z N WN W M wo M 00 N N NCO 7 a WN NN W h 00❑ NM11r1 R s oa ��N rnx Title: Standard Plate Library Riprap Detail City of Monticello Date: 03-05 Plate No. Revised:4009 03-15 04-ENG-118236-SHEET-DTLS-CITY FEATHERSTONE 4TH ADDITION 17 OF 19 MONTICELLO, MINNESOTA I R /W64• 10-30-2018 Designed PJC/JMM R 'W JMM SAME SLOPE AS ROADWAY =01111II-11111-IIIIIIII NIIIIIII IIllllli °° IIIIIIII—�-- -1111111ka11111111=1111111 _ a, =1111 1111 21111! °° a� I ® TUBULAR POSTS SPECIFICATIONS 12' OR 14' °°° 1111111111111111 30', 32' OR 36' (FACE TO FACE) VARIES TUBULAR POSTS USED FOR MOUNTING STREET NAME/TRAFFIC 1 7 SIGNS, SHALL VARY IN LENGTH, SHALL HAVE MODIFIED DESIGN D CURB & GUTTER pA• ni A DIMPLED TUBE BELOW GRADE OR INSTALL A ANTI- ROTATION 6 � SLOPE 0.06 FT/FT-'-.f�",,.-;;;y>'::. _= ?E 540 ...I, 4.09% ��° {1111111 2.00% 2,00% 4.00% 4'1 540pE 4 = A WEIGHT OF 2LB./FT. 4" TOPSOIL, SEFD, AND MULCH OR SOD 1� (TYPICAL) 2' 1 1/2 TYPE 2360 BITUMINOUS WEARING COURSE TACK COAT MNDOT 2357 LINE 2" TYPE 2360 BITUMINOUS NON -WEARING COURSE �j SLOPE 0.06 FT/FT NORMAL, UNLESS STANDARD PLATE NO. 7100 H OTHERWISE SPECIFIED. IF A DIFFERENT 6" CLASS V GRAVEL (MODIFIED) SPECIFICATION REFERENCE 2531 GUTTER SLOPE IS PERMITTED, THE FORM CONCRETE - 0.0474 CU YDS / LIN FT (B612) MAY BE TILTED 12" TO 24" SELECT GRANULAR BORROW (2'- 6" BEHIND CURB) I�2 DIVIDER PLATE 3"R 6 1/2 6" MINIMUM SCARIFY AND COMPACT SUBGRADE 3"R r TYPICAL SECTION SLOPE 0.06 FT/FT URBAN RESIDENTIAL �! 10 2 ROLLS OF SOD TO HE PLACED HEHIND CURB AND SIDEWALK/TRAIL. 02 THE USE AND THICKNESS OF SELECT GRANULAR BORROW IS BASED ON EXISTING SOIL CONDITIONS AS DETERMINED BY THE CITY ENGINEER, Q STREET WIDTH TO BE DETERMINED BY THE CITY ENGINEER. ® 6" PERFORATED P.E. PIPE WITH FABRIC. INSTALL WHERE CLAY SOILS ARE ENCOUNTERED IN THE ROADWAY SUBGRADE OR AS DIRECTED BY THE ENGINEER. SEE PLATE 4006 FOR DETAILS Title: Standard Plate Library City of Monticello C0 -.O. o 0 0 0 3#/FT. o 0 0 Q o r` 0 3#/FT. o� 0 0 0 0 o 0 Z o c 0 I-� Y NOTE: TYPICAL SIGN INSTALLATION WHEN STREET NAME SIGNS ARE NOT INSTALLED Typical Street Residential (Minor) Date:03_05 Plate No. Revised: 03-17 5002 TRAFFIC SIGN SPECIFICATIONS MATERIAL: ALUMINUM SHALL BE 5052—H38 OR 6061—T6 ALLOY. GAUGE SHALL BE: .080 ON THE LONGEST SIDE UP TO 30" .100 ON THE LONGEST SIDE OVER 30" REFLECTING SHEETING SHALL BE DIAMOND GRADE. ALL SIGNS CONFORM TO SECTIONS 2564 AND 3352, SIGNS AND MARKERS STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. CHANNEL POST SPECIFICATIONS GALVANIZED STEEL CHANNEL POSTS SHALL BE USED, 2.5 LB/FT POSTS SHOULD BE USED THAT ARE PUNCHED ON 1" CC. GALVANIZED POSTS SHALL BE OF THE 4—RIB DESIGN. POSTS ARE TO BE 7 FEET IN HEIGHT BETWEEN BOTTOM OF SIGN AND FINISHED GROUND. BOLTS, NUTS, AND WASHERS HARDWARE SHALL BE GRADE 5 MINIMUM AND BE GALVANIZED OR CADMIUM PLATED. Standard Plate Library City of Monticello PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2018 Pioneer Engineering, P.A. Title: Typical Traffic Sign Installation Date: 03-05 Plate No. Revised -03-1 7 5016 MATCH MODIFIED DESIGN "D" CURB & GUTTER (TYPICAL) O" �1OTgL� NOTE STORM SEWER TOP OF CASTING ELEVATION SHOWN ON THE PLANS INCLUDES A 0.10' DEPRESSION FROM THE PROPOSED GUTTER GRADE. THE CONCRETE CURB SHOULD BE TRANSITIONED FROM THE PROPOSED GUTTER GRADE TO THE CASTING ELEVATION 5 FEET ON EACH SIDE OF THE CENTER OF THE CASTING. Standard Plate Library City of Monticello J— ��Street Sign{) y rq 2-3/8" O.D. rt Title: Concrete Curb & Gutter at Catch Basin Date: 03-05 Plate No. Revised: 5004 03-15 TRAFFIC SIGN SPECIFICATIONS MATERIAL: ALUMINUM SHALL BE: 5052-H38 OR 6061-T6 ALLOY GAUGE SHALL BE: .080 ON THE LONGEST SIDE UP TO 30" 100 ON THE LONGEST SIDE OVER 30" SIGNS SHALL BE NOTCHED FOR USE WITH E-450 BRACKETS 9" STREET NAME SIGNS SHALL HAVE 6" UPPER CASE LETTERS WHITE ON GREEN HIGH INTENSITY GRADE SHEETING WITH WHITE SERIES E BORDER ALL SIGNS SHALL CONFORM TO SECTIONS 2564 AND 3352, SIGNS AND MARKERS STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. BOULEVARD 10-30-2018 Designed PJC/JMM GRADE JMM SAME SLOPE AS ROADWAY =01111II-11111-IIIIIIII NIIIIIII IIllllli °° IIIIIIII—�-- -1111111ka11111111=1111111 _ a, =1111 1111 21111! °° a� 40 TUBULAR POSTS SPECIFICATIONS :111111II= 1111111CONTROL °°° 1111111111111111 __11111111 TUBULAR POSTS USED FOR MOUNTING STREET NAME/TRAFFIC 1 7 SIGNS, SHALL VARY IN LENGTH, SHALL HAVE ni A DIMPLED TUBE BELOW GRADE OR INSTALL A ANTI- ROTATION IIG1111 �° SLOPE 0.06 FT/FT-'-.f�",,.-;;;y>'::. _= DEVICE TO PREVENT TUBE FROM TURNING, SHALL BE 1O OR ��° {1111111 2-3/8" O.D., SHALL BE GALVINIZED AND SHALL HAVE Illlllll .p 4 = A WEIGHT OF 2LB./FT. CONCRETE GROUT; 11111111=11111111 NOTE: CONCRETE GROUT TO BE MIXED THOROUGHLY WITH WATER BEFORE INSTALLATION NOTE: TYPICAL SIGN INSTALLATION WHEN STREET NAME SIGNS ARE TO BE INSTALLED Standard Plate Library City of Monticello I hereby certify that this plan was prepared by % Revisions me or under my direct supervision and that I Name_ 1. 1-3-19 City Comments am a duly Licensed Professional Engineer Paul J. under the laws of the State of Minnesota Reg. No. 19S60 S60 Date 11-5-2018 Title: Typical Traffic Sign Installation Date: 03-05 Plate No. Revised: 03-15 5 017 Date 10-30-2018 Designed PJC/JMM Drawn JMM SAME SLOPE AS ROADWAY 12" 3/4 " / PER FT 1/2 " R 1/2 " R -T7„L 3 -T- 7" . •. 10" HORIZONTAL — — — — — — — —' LINE �.•! !` `. •�' �- 2'- 0" MODIFIED DESIGN "D" CURB & GUTTER Title: Standard Plate Library Concrete Curb &Gutter for Streets City of Monticello Date: 03-05 Plate No. \ Revised: 5005 5005 CITY DETAILS NOVAK-FLECK INC. 8857 ZEALAND AVE N. BROOKLYN PARK, 55445 CONTRACTION JOINTS __nPF?'y 1 l L12" GRANULAR BORROW OR 6" CLASS 5 —4" OR 6" CONCRETE WALK BOULEVARD WIDTH VARIES(AVERAGE 8') SIDEWALK DIMENSIONS WIDTH — 6' DEPTH — 6" FOR NEW DEVELOPMENTS *4" MINIMUM FOR EXISTING AREAS, 6" AT DRIVEWAYS AND CROSSWALKS GRANULAR BORROW DEPTH — 12" GRANULAR BORROW OR 6" CLASS 5 CONTRACTION JOINTS — 6' INTERVALS EXPANSION JOINTS — 60' INTERVALS (APPROX.) *MATCH EXISTING DEPTH, 4" MINIMUM INSTALL PEDESTRIAN CURB RAMPS AT ROADWAY INTERSECTIONS Title: Standard Plate Library City of Monticello Typical Sidewalk Date: 03-05 Plate No. Revised: 03-17 5012 04-ENG-118236-SHEET-DTLS-CITY FEATHERSTONE 4TH ADDITION 18 0 19 MONTICELLO, MINNESOTA I SAME SLOPE AS ROADWAY HORIZONTAL'. •; •' - �y (FORMS MAY BE TILTED) REVERSE SLOPE GUTTER SECTION DIVIDER PLATE 3"R 1 3"R 6" 13 1/2 ' SLOPE 0.06 FT/FT-'-.f�",,.-;;;y>'::. 1O OR SLOPE 3/4"/FT 2" MIN 2 7"� HORIZONTAL / LINE �ti MNDOT �j SLOPE 0.06 FT/FT NORMAL, UNLESS STANDARD PLATE NO. 7100 H OTHERWISE SPECIFIED. IF A DIFFERENT SPECIFICATION REFERENCE 2531 GUTTER SLOPE IS PERMITTED, THE FORM CONCRETE - 0.0474 CU YDS / LIN FT (B612) MAY BE TILTED B612 CONCRETE CURB & GUTTER CONCRETE - 21.1 FT / CU. YDS. (13612) DIVIDER PLATE 3"R 6 1/2 jf1 3r 3"R r 6" SLOPE 0.06 FT/FT 0 �! SLOPE 3/4"/FT � tel{ 2" MIN I'21. �Z" / 0 HORIZONTAL LINE / �0 MNDOT Q1 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 (8618) MAY BE TILTED P61 R CON( RFTF CURR Ar GIITTFR CONCRETE - 17.2 FT / CUNDS. (8618) 12" 3/4 " / PER FT 1/2 " R 1/2 " R -T7„L 3 -T- 7" . •. 10" HORIZONTAL — — — — — — — —' LINE �.•! !` `. •�' �- 2'- 0" MODIFIED DESIGN "D" CURB & GUTTER Title: Standard Plate Library Concrete Curb &Gutter for Streets City of Monticello Date: 03-05 Plate No. \ Revised: 5005 5005 CITY DETAILS NOVAK-FLECK INC. 8857 ZEALAND AVE N. BROOKLYN PARK, 55445 CONTRACTION JOINTS __nPF?'y 1 l L12" GRANULAR BORROW OR 6" CLASS 5 —4" OR 6" CONCRETE WALK BOULEVARD WIDTH VARIES(AVERAGE 8') SIDEWALK DIMENSIONS WIDTH — 6' DEPTH — 6" FOR NEW DEVELOPMENTS *4" MINIMUM FOR EXISTING AREAS, 6" AT DRIVEWAYS AND CROSSWALKS GRANULAR BORROW DEPTH — 12" GRANULAR BORROW OR 6" CLASS 5 CONTRACTION JOINTS — 6' INTERVALS EXPANSION JOINTS — 60' INTERVALS (APPROX.) *MATCH EXISTING DEPTH, 4" MINIMUM INSTALL PEDESTRIAN CURB RAMPS AT ROADWAY INTERSECTIONS Title: Standard Plate Library City of Monticello Typical Sidewalk Date: 03-05 Plate No. Revised: 03-17 5012 04-ENG-118236-SHEET-DTLS-CITY FEATHERSTONE 4TH ADDITION 18 0 19 MONTICELLO, MINNESOTA I SPECIAL NOTE: SPECIAL ATTENTION SHALL BE PAID WHEN INSTALLING DRIVEWAYS TO NOT UNDERMINE OR DAMAGE EXISTING SIDEWALKS. 3" OF 1- 0 6" CRUSHED APPROVED EQUIVAifENT 1-1 TAPER — DEPTH AND WIDTH IN 10' SIDEWALK OVERFLOW SLOT IN SHROUD EXISTING CURBIS Y2 +•��� �•r♦`� !� • • TTHERFLOW CURB BOX HEIGHT 00000 � � I F rl Inn o. rl I'I-'Trl"] 0000 PLAN e' WIMCO ROAD DRAIN CG -23* HIGH FLOW INLET PROTECTION CURB AND GUTTER MODEL DEFLECTOR PLATE A OR CITY APPROVED EQUAL. - 4 OVERFLOW IS )z OF THE CURB BOX HEIGHT c. " OVERFLOW AT TOP OF FILTER ASSEMBLY a d' CURB Where uitC IIUYY VI WULCI 15 sheeting, place sod strips perpendicular to the direction of water flow. 3" OF 1-1/2" ROCK OR 6" CRUSHED CONCRETE Title: Residential Gravel Standard Plate Library Construction Entrance City of Monticello Date: 03-05 Plate No. Revised: 6001 03-15 SHINGL Where the flow of water is concentrated, place sod stips parallel to the direction of OVERLAPPING SOD water flow. NOTE: Although pegging of sod is not specifically required it is understood that the contractor will be responsible for the successful establishment of the sod including repair or replacement of sod which becomes displaced or damaged due to lack of protection or proper care. Title: Standard Plate Library Sod Placement J City of Monticello Date: Plate No. 03-07 Revised: 03-15 6 010 PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2018 Pioneer Engineering, P.A. * FOR THE NEW R -3290 -VB STANDARD CASTING, INSTALL WIMCO ROAD DRAIN CG -3290 OR CITY APPROVED EQUAL. Standard Plate Library City of Monticello T_ FILTER ASSEMBLY DIAMETER, 6"" ON- ON -GRADE 10" AT LOW POINT HIGH-FLOW FABRIC Title: Inlet Protection Catch Basin Insert Date' 03-07 Plate No. Revised: 03-15 6004 w • • • 3.3' 3.3' �20 • • .3' • 0 0.7 STAPLES PER SO. YD. 1.15 STAPLES PER S4- YD. 3,75 STAPLES PER SO. YD. 4:1 SLOPES 3:1 SLOPES HIGH FLOW CHANNEL B SHORELINE •I o 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A B' (15cm) DEEP X B' (1 S-) WIDE TRENCH WITH APPROXIMATELY 12' (30-) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLESISTAKES APPROXIMATELY 12'{30-) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12"(34 a-) PORTION OF BLANKET BACK OVER $EED AND COMPACTED SOL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLEWSTAKES SPACED APPROXIMATELY 12"(30-) APART ACROSS THE WIDTH OF THE BLANKET. 3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSSTHE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLESfSTAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM, STAPLMSTAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4- THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2'-S' (5m-175=)OVERLAP DEPENDING ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT. PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY ENSTALLED BLANKET. 5, CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE} WITH AN APPROXIMATE r(7 S-) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30cm) APART ACROSS ENTIRE BLANKET WIDTH - NOTE: •IN LOOSE SOIL CONOTTIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN S' (15cm) MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS. Title: Erosion Control Blanket Standard Plate Library Stapling Patterns & Installation City of Monticello Date: 03-08 Plate No. Revised: 03-15 I 6011 I hereby certify that this plan was prepared by% Revisions me or under my direct supervision and that I Name _ 1. 1-3-19 City Comments am a duly Licensed Professional Engineer aulJ. me under the laws of the State of Minnesota Reg. No. 1 t 960 Date 11-5-2018 Date 10-30-2018 Designed PJC/JMM Drawn JMM OVERFLOW SLOT IN SHROUD Standard Plate Library City of Monticello CITY DETAILS WING NUT ATTACHMENT HOOK SILT FABRIC SLEEVE PER MnDOT SPECIAL PROVISION 3886 SILT FABRIC SLEEVE PER MnDOT SPECIAL PROVISION 3886 Title: Inlet Protection Grate Inlet Cover Date: 03-07 Plate No. Revised: 03-15 6005 0Q5 NOVAK-FLECK INC. 8857 ZEALAND AVE N. BROOKLYN PARK, 55445 m a Standard Plate Library City of Monticello c m E � m O N � , j m� I. W + m� II ML L Y a I ; Y W �a J V Z O 1E 0 ZW 4jo m Q acwi 0 0w a Z �o`w M—OIC/� oxo >= z w CrW U) II � 0, 0a v Q= r F -W m�B ma r u1 W �¢ �wz wpm Wx Y to W EL a T I I Z W = UM F- to ^w a= MLj 0. zo oa m OFA o Wa U 0 y D 3 W W r�zY r v V n 0 h~ M. zorn Jr EL I N Q go k 0= F- Js I O > W W LL UV EDW F - ED Y 'o p Z WZ z W za 0 F G - zw m 'x g ag ro in ao W _D- n E 3 (7 WJ a QOUC LU Uj O�ITYC �q+j J J 03 �¢ O� >a z U m a p I I Ca Em C.. II O� Z U Z w wx wmW W �Yn II UU oIx.UR III J 22q0 wIWNn CC Q Z o J Wo t' 4a �= In❑ 0 XJ oz N0 °d 05wW V_ J U 1 U = _ p m II 2 9 as NU KF -IT � �otp W U¢ n l� we a.if �T N v#c II Z > <Z JQ o (/may W W I I Il] Q J ZF © w �a �9K �d ¢IX N Q Q 111 N UH a I I r—� I II� I p I O 31:m II Z O N r mll DE r 0 o a Ln K r F 0n CALL TO GOPHER STATE ONE (454-0002) IS REQUIRED A MINIMUM OF 48 HOURS z W Jw zowWxMM TO PERFORMING ANY EXCAVATION. a5 o0 Title: Residential Building N -too J p Erosion Control �W zm J .m W Jo 03-05 Plate No. OP= XFU ,p iW K�0a. Revised: ON�4 FV 1' Ln 3 04 a 0 Z a IDW-a a¢ Uxsl.�w I CUD, CO) v CL ® Z -� ��ZD Z�U V ¢ LLM,`r{ M M§ V) W m Z_ 2 UIDia Ja w Z. a O i1FO E:o Zm� t4O - - U 1=11 (W7 a fail iGO W (LQ ' In qo WO 80- J w U MOZ5 7 0o o NOF a Z k'Z) Wit] N €aaa 0 U J a a o ¢ (Z'z U o � to - f7 U 2iU LIU � Z0 dZd F¢� 6 - WZ47 tn W-�o Uwa ZUw y V F -W z07 F-[ai O F �i`ii In F -Nm W g w7x n O aZ�FZr_ U J} r LU M 0WO Z tn�in Mzi 4Z 89TH ST NE / C19 1K LO _ IM SEC 4 T I 111'1 D� 1� Ind OU LOT B \ /g / / \ �' \ �cS /-- r \ v r �I \ Z\ \ \ \ J/ � 1 I I 2 � I \ 13 <--- —<— 3 77 1 OUTLOT A 6 -- — -- L� 70 5 2 \ I/n I I \ -- — -- -i �' I I C� 3 _ I rr1 11 �85TH X66 __958r%' �' ��' 94 1v �8\ s6\ s� ri PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2018 Pioneer Engineering, P.A. I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota Name Jennifer L. Thompson Reg. No. 44763 Datr. 11-5-2018 Revisions Date 10-30-2018 Designed Drawn PLANTING SCHEDULE KEY COMMON NAME/SCIENTIFIC NAME ROOT QUANTITY NOTES OVERSTORY TREES HACKBERRY/CELTIS OCCIDENTALIS 2" B&B 10 SENTRY LINDEN/TILIA AMERICANA 'SENTRY 2" B&B 8 NORTHERN PIN OAK/QUERCUS ELLIPSOILDALIS 2" B&B 11 THORNLESS HONEYLOCUST/GLEDITSIA TRIACANTHOS VAR INEMIS 2" B&B 11 AUTUMN BLAZE MAPL/ACER X FREEMANII 'JEFFERSRED' 2" B&B 7 NORTHWOODS MAPLE/ACER RUBRUM 'NORTHWOODS' 2" B&B 9 LANDSCAPE REQUIREMENTS: REQUIRED TREES: 2 TREES/INTERIOR LOT, 4 TREES/CORNER LOT TOTAL REQUIRED TREES = 56 TREES TWO TREES PLANTED IN THE BOULEVARD FOR EACH LOT FRONTAGE LANDSCAPE NOTES - THE LANDSCAPE CONTRACTOR SHALL VISIT THE PROJECT SITE TO BECOME FAMILIAR WITH THE EXISTING CONDITIONS PRIOR TO SUBMITTING A BID. - THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF PROPOSED PHYSICAL START DATE AT LEAST 7 DAYS IN ADVANCE. - THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FIELD VERIFICATION OF ALL EXISTING UTILITY LOCATIONS ON THE PROJECT SITE WITH GOPHER STATE ONE CALL 1-800-252-1166 PRIOR TO COMMENCING WORK. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION AND REPAIR OF EXISTING UTILITIES DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICTS TO FACILITATE PLANT RELOCATION. - GRADING TO BE PERFORMED BY OTHERS. - NO PLANT MATERIAL SHALL BE INSTALLED UNTIL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. - ALL PLANT MATERIAL SHALL MEET THE STANDARDS FOUND IN THE AMERICAN ASSOCIATION OF NURSERYMEN -AMERICAN STANDARD FOR NURSERY STOCK. - ALL CONTAINER MATERIAL TO BE GROWN IN THE CONTAINER A MINIMUM OF SIX (6) MONTHS PRIOR TO PLANTING ON SITE. - DECIDUOUS AND CONIFEROUS TREES SHALL NOT BE STAKED, BUT THE LANDSCAPE CONTRACTOR MUST GUARANTEE STANDABILITY TO A WIND SPEED OF 60 M.P.H. - THE LANDSCAPE CONTRACTOR SHALL PROVIDE A MINIMUM GUARANTEE OF ONE YEAR ONE TIME REPLACEMENT ON NEW PLANT MATERIALS. GUARANTEE SHALL BE AGREED UPON BY DEVELOPER/BUILDER AND LANDSCAPE CONTRACTOR. - THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMED UNSATISFACTORY BEFORE, DURING OR AFTER INSTALLATION. - IF THERE IS A DESCREPANCY BETWEEN THE NUMBER OF PLANTS SHOWN ON THE PLAN AND THE NUMBER SHOWN ON THE PLANT LIST, THE NUMBER SHOWN ON THE PLAN WILL TAKE PRECEDENCE. -THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MULCHES AND PLANTING SOIL QUANTITIES TO COMPLETE WORK SHOWN ON THE PLAN. THE LANDSCAPE CONTRACTOR SHALL VERIFY ALL QUANTITIES SHOWN ON THE PLANT SCHEDULE. - COMMERCIAL GRADE POLY LAWN EDGING SHALL BE INSTALLED WHERE NOTED. - THE LANDSCAPE CONTRACTOR SHALL REPAIR ALL DAMAGE TO THE SITE CAUSED BY THE PLANTING OPERATION AT NO COST TO THE OWNER. - THE LANDSCAPE CONTRACTOR SHALL KEEP PAVEMENTS CLEAN UNSTAINED. ALL PEDESTRIAN AND VEHICLE ACCESS TO BE MAINTAINED THROUGHOUT CONSTRUCTION PERIOD. ALL WASTES SHALL BE PROMPTLY REMOVED FROM THE SITE. ANY DAMAGE TO EXISTING FACILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. - THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES, REGULATIONS AND PERMITS GOVERNING THE WORK. STORAGE OF MATERIALS OR SUPPLIES ON-SITE WILL NOT BE ALLOWED. LANDSCAPE PLAN NOVAK-FLECK INC. 8857 ZEALAND AVE N. BROOKLYN PARK, 55445 DECIDUOUS TREE PLANTING DETAIL p°� p p O ° TRIM OUT DEAD WOOD AND WEAK AND/OR DEFORMED TWIGS. DO NOT CUT A LEADER. DO NOT PAINT CUTS. SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED BACKFILL SOIL. INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2" ABOVE THE FINISHED GRADE. PLACE PLANT IN PLANTING HOLE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. BACKFILL WITHIN APPROXIMATELY 12" OF THE TOP OF ROOTBALL, WATER PLANT. REMOVE TOPY2 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS, WHICHEVER IS GREATER. REMOVE ALL BURLAP AND NAILS FROM TOP )j OF THE BALL. REMOVE ALL TWINE. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. WATER TO SETTLE PLANTS AND FILL VOIDS. WATER WITHIN TWO HOURS OF INSTALLATION. WATERING MUST BE SUFFICIENT TO THOROUGHLY SATURATE ROOT BALL AND PLANTING HOLE. PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING p UNLESS SOIL MOISTURE IS o EXCESSIVE. SHREDDED WOOD MULCH MIN. 4" DEEP (DO NOT PLACE MULCH AGAINST TRUNK OF TREE). ^" "ae AND BACKFILL WITH ',KFILL SOIL. BREAK DOWN ES OF HOLE WHEN ,KFILLING. 0 50 100 200 GRAPHIC SCALE IN FEET FEATHERSTONE 4TH ADDITIONL 1 0 1 MONTICELLO, MINNESOTA A �A, YY VB Building a legacy — your legacy. November 28, 2018 Ms. Angela Schumann Community Development Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Featherstone 4th Addition Plan Review City Project No. 2018-051 WSB Project No. 013121-000 Dear Ms. Schumann: 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416 Tel: 763-541-4800 Fax: 763-541-1700 We have reviewed the final plat, grading, street and utility plans dated November 5, 2018 and the stormwater management plan dated October 26, 2018, as prepared by Pioneer Engineering and offer the following comments: Grading Plans 1. The City Parks superintendent and Parks Commission will be reviewing the future park use for Outlot A and B and may have revisions to the grading plan, seeding plan and location of the storm sewer within Outlot B. 2. It is recommended to construct a trail through Outlot B based on the original preliminary plat plan. 3. The applicant has indicated that Outlot A is being graded at this time to balance the earthwork grading on the site. Show the full extent of grading to the west of Outlot A. 4. The applicant has indicated that the existing pond is proposed to be graded to address washouts and reshape the pond in addition to creation on an infiltration basin. 5. The pond and maintenance bench slopes should be labeled. 6. A maintenance route from an adjacent roadway shall be identified on the plans for the pond and rear yard catch basins. 7. Show how 86th Street will tie into the existing contours. 8. Conservation easement posts shall be provided for Lots 1-4, Block 1. Conservation easement areas shall extend from the NWL up through the upland/natural seeding area. The posts shall comply with the City Detail. The applicant shall provide exhibits and legal descriptions of conservation easement areas for recording. 9. The typical street section should include a 2 -foot sand section. A six-foot wide sidewalk should be shown on the typical section. 10. Label the street names. 11. 86th Court NE is to be renamed Ebben Circle. Equal Opportunity Employer wsbeng.com K:\02596-420\Admin\Docs\050817 submittal Featherstone 4th Addition November 28, 2018 Page 2 Street and Utilitv Plans 12. The watermain off -set on Sheet 6 should be removed and the watermain should be constructed with an over -depth to avoid installing additional bends. 13. Show how 86th Street will tie into ex grades on profile. 14. The joint trench process shall be coordinated with Fibernet and comply with City detail plates. Conduit crossings will likely need to be installed at street intersections depending on private utility needs and should be shown on the plans. 15. Mailbox locations shall be shown on the plans and coordinated with the Streets Superintendent. 16. An irrigation stub may need to be included for Outlot B for the park. The location and size are to be determined by the Parks Superintendent. 17. CB 304 should have a minimum 4 -foot depth. 18. Add a stop sign at the northwest corner of 87th Street/Ebersole Avenue Erosion Control and Seeding Plan 19. Since 1 acre or more of the site is being disturbed, a NPDES/SDS Construction Storm Water General Permit shall be obtained before construction commences. 20. Add inlet protection on the existing streets on the erosion control plans. 21. Notes provided on the grading details sheet (Sheet 7 out of 8) listed in section A.2. were inconsistent with stabilization timeframes listed in the SWPPP narrative. Update stabilization timeframes in Sheet 7 to be consistent with language provided in the SWPPP narrative. 22. The applicant proposes seed mix 25-121 for permanent stabilization. Seed mix 25- 121 is a general non-native roadside mix and is not appropriate for stabilization of residential lots. Stormwater Management 23. Pond 20 outlet is not shown on the grading plan, but in the HydroCAD report is modeled as a 15" pipe. Please show the outlet pipe on the plans. 24. Infiltration rates should be verified in the field with an infiltrometer test. The basin must drawdown within 48 hours, and soils that have infiltration rates of more than 8.3 inches per hour must be amended to slow the infiltration rate to less than 8.3 inches per hour. 25. Provide rational method calculations confirming adequacy of the storm sewer design for the 10 -year storm event. Calculations should adhere to the following guidelines: The rational method runoff coefficient (c) is designated by land use and should be assigned a value no less than 0.7. Minimum allowable velocity in closed conduit = 3.0 fps Maximum allowable velocity in closed conduit = 12.0 fps HydroCAD Model K:\010151-000\Adm1n\Docs Featherstone 4th Addition November 28, 2018 Page 3 26. The infiltration volume depth for Pond 20 is shown as 0.1 ft. The area over this volume shown in the HydroCAD calcs is 2.96 acres, which provides an infiltration volume of 0.296 ac -ft. The narrative describes a required volume of 0.365 ac -ft and that 0.365 ac -ft is provided. Please provide detail on how you calculated the 0.365 ac - ft. 27. Provide an explanation as to why exftltration was not included in the HydroCAD calculations for Pond 20 as was done for Pond 50 previously. 28. The infiltration rate assumed for the bench is not provided, therefore drawdown time cannot be verified. Provide the assumed infiltration rate. Please have the applicant provide a written response addressing the comments above. Please give me a call at 612-360-1304 if you have any questions or comments regarding this letter. Thank you. WSB & Associates, Inc. /A'�- - 'p, 40&'O$ -LI Shibani K. Bisson, PE Senior Project Manager skb K:\010151-000\Admin\Docs PINEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS Ms. Angela Schumann City of Monticello 505 Walnut Street, Suite Monticello, MN 55362 Re: Featherstone 4th Addition Plan Review Monticello, Minnesota P.E.# 114058 City Project No. 2018-051 WSB Project No. 013121-000 Dear Ms. Schumann: MENOOTA HEIGHTS CORPORATE OFFICE 2422 Enterprise Drive Mendota Heights. MN 55120 phone(651)681-1914 fax (551) 581-9488 www.pioneereng.com January 8, 2019 Please find revised responses to Featherstone 4th Addition Utility and Grading Plan, this response is to address the November 28, 2018 plan review for Final Utility and Street Construction Plans and Grading and Erosion Control Plan in a letter by Shibani Bisson from WSB & Associates, Inc. This summary contains a response (in red) to the items addressed in his email. Plans dated January 3, 2019 have been attached and include revisions to address the WSB & Associates, Inc. review. Grading Plans 1. The City Parks superintendent and Parks Commission will be reviewing the future park use for Outlot A and B and may have revisions to the grading plan, seeding plan and location of the storm sewer within Outlot B. • Noted 2. It is recommended to construct a trail through Outlot B based on the original preliminary plat plan. • A trail alignment has been shown. Grading will be performed to create the subgrade of the trail and then cover with topsoil and seed. 3. The applicant has indicated that Outlot A is being graded at this time to balance the earthwork grading on the site. Show the full extent of grading to the west of Outlot A. • Plan revised to show extents of grading. 4. The applicant has indicated that the existing pond is proposed to be graded to address washouts and reshape the pond in addition to creation on an infiltration basin. • Noted/Correct 5. The pond and maintenance bench slopes should be labeled. • Basin slopes labeled in grading plan. 6. A maintenance route from an adjacent roadway shall be identified on the plans for the pond and rear yard catch basins. • Maintenance routes added to Erosion Control Plan. 7. Show how 86th Street will tie into the existing contours. • Plan revised to show grading at completion of 4th Addition. Profile revised in Utility and Street Construction Plan to show grading at completion of 4th Addition. 8. Conservation easement posts shall be provided for Lots 1-4, Block 1. Conservation easement areas shall extend from the NWL up through the upland/natural seeding area. The posts shall comply with the City Detail. The applicant shall provide exhibits and legal descriptions of conservation easement areas for recording. • Conservation easement has been created and shown on plan. Seeding has been extended to meet the easement. 9. The typical street section should include a 2 -foot sand section. A six-foot wide sidewalk should be shown on the typical section. • Typical section has been revised. 10. Label the street names. • Plan revised. 11. 86th Court NE is to be renamed Ebben Circle. • Plan revised. Street and Utilitv Plans 12. The watermain off -set on Sheet 6 should be removed and the watermain should be constructed with an over -depth to avoid installing additional bends. The watermain off -set has been revised to allow the installation of the pipe without vertical bends. 13. Show how 86th Street will tie into ex grades on profile. • Plan revised to show tie in. 14. The joint trench process shall be coordinated with Fibernet and comply with City detail plates. Conduit crossings will likely need to be installed at street intersections depending on private utility needs and should be shown on the plans. • Noted 15. Mailbox locations shall be shown on the plans and coordinated with the Streets Superintendent. • Mailbox location have been added to the Sign & Lighting Plan. 16. An irrigation stub may need to be included for Outlot B for the park. The location and size are to be determined by the Parks Superintendent. • A 4" Irrigation stub has been added to plan set at the extension of 87th Street NE at the intersection with 86th Street NE. 17. CB 304 should have a minimum 4 -foot depth. • Plan revised to maintain 4 -foot depth. 18. Add a stop sign at the northwest corner of 87th Street/Ebersole Avenue • Plan revised to provide stop sign at NW corner of 87th Street/Ebersole Ave. Erosion Control and Seeding Plan 19. Since 1 acre or more of the site is being disturbed, a NPDES/SDS Construction Storm Water General Permit shall be obtained before construction commences. • Noted. 20. Add inlet protection on the existing streets on the erosion control plans. • Plan revised to add inlet protection on existing adjacent streets. 21. Notes provided on the grading details sheet (Sheet 7 out of 8) listed in section A.2. were inconsistent with stabilization timeframes listed in the SWPPP narrative. Update stabilization timeframes in Sheet 7 to be consistent with language provided in the SWPPP narrative. • Plan revised to correct notes. 22. The applicant proposes seed mix 25-121 for permanent stabilization. Seed mix 25- 121 is a general non-native roadside mix and is not appropriate for stabilization of residential lots. • Plan revised to MnDOT mix 22-112, a 3-5 year seeding cover. Stormwater Management 23. Pond 20 outlet is not shown on the grading plan, but in the HydroCAD report is modeled as a 15" pipe. Please show the outlet pipe on the plans. • Plan revised to show basin outlet pipe. 24. Infiltration rates should be verified in the field with an infiltrometer test. The basin must drawdown within 48 hours, and soils that have infiltration rates of more than 8.3 inches per hour must be amended to slow the infiltration rate to less than 8.3 inches per hour. • Noted. 25. Provide rational method calculations confirming adequacy of the storm sewer design for the 10 - year storm event. Calculations should adhere to the following guidelines: • The rational method runoff coefficient (c) is designated by land use and should be assigned a value no less than 0.7. • The City of Monticello Design Manual May 2017 (page 15), allows the runoff coefficient of 0.40 for Single Family Residential Areas. • Minimum allowable velocity in closed conduit = 3.0 fps • Revised minimum proposed velocity is above 3.0 fps. • Maximum allowable velocity in closed conduit = 12.0 fps Proposed maximum proposed velocity is below 12 fps. HvdroCAD Model 25. The infiltration volume depth for Pond 20 is shown as 0.1 ft. The area over this volume shown in the HydroCAD calcs is 2.96 acres, which provides an infiltration volume of 0.296 ac -ft. The narrative describes a required volume of 0.365 ac -ft and that 0.365 ac -ft is provided. Please provide detail on how you calculated the 0.365 ac -ft. • Infiltration volume depth has been revised to 0.40'. This will allow for the ultimate contributing future impervious area WQV to be treated in Basin 20. In the current situation the infiltration volume will be treated within the proposed infiltration area. This area can be expanded to covert the future hard surface area. 26. Provide an explanation as to why exfiltration was not included in the HydroCAD calculations for Pond 20 as was done for Pond 50 previously. 0 Model has been revised to include exfiltration in basin 20. 27. The infiltration rate assumed for the bench is not provided, therefore drawdown time cannot be verified. Provide the assumed infiltration rate. The MN Stormwater manual recommends a design infiltration rate of 0.80"/hr for soil types found onsite. If you have questions as you review the information, please do not hesitate to call with any questions, concerns or comments that will facilitate your review. Sincerely, PIONEER ENGINEERING P.A. Paul Cherne, PE Cc: Horst Graser, Novak -Fleck Inc. City Council Agenda 1/28/2019 2L. Consideration of approving the Public Improvement and Special Assessment Agreement between the Citv of Monticello and Gold Nugget Development, Inc. for improvements at 85th Street and TH25 (AS/SB) A. REFERENCE AND BACKGROUND The City Council is asked to approve an assessment agreement with Gold Nugget Development relating to the public improvements completed by MnDOT in 2015 at the intersection of TH 25 and 85th Street. This project included the 4 -lane expansion of TH 25 between School Boulevard and approximately one-third mile south of the intersection of TH 25 and 85th Street/ CR 106. The agreement provides for the assessment of the costs of the turn lanes on 85th Street and traffic signal improvements at the TH 25/85 1h Street intersection based on benefit received to the Gold Nugget property. The total cost of the completed improvements was approximately $6,000,000, with the City's share of the costs totaling $261,305.04. MnDOT assigned 25% of the signal cost and 100% of the 85th Street turn lanes as the City of Monticello's share of the total improvement costs. The City's consulting engineer, WSB, prepared an impact analysis to determine the percentage of the City's costs to be assessed to the Gold Nugget property (also known as Featherstone) based on future land use, site traffic generation, distribution and contribution based on the City's Comprehensive plan and Transportation Plan. The analysis resulted in an approximate share of 36% of the 85th Street improvements and 18% of the signal improvement costs to be assessed to the remaining undeveloped Gold Nugget/Featherstone property. See enclosed letter dated November 6, 2014. It should be noted that the assessment amount noted letter was an estimate at that time and the proposed assessment is based on actual costs provided by MnDOT after the project was complete. Given the actual project costs, the final agreement includes an assessment of $69,594.40 to the Golden Nuggest property. This amount recognizes a payment of $5,405.00 previously paid with the Featherstone Yd Addition, which was the first plat to be developed within the property since the time of the improvements. The agreement has been developed as a deferred assessment agreement, with the assessment being triggered at the time of development within the subject property. In the event that any of the amount remains unpaid after a term of 15 years of the date of the agreement, the amount will be levied against the remaining undeveloped property. City staff has been in communication with property owner Gold Nugget Development to prepare the terms and conditions of the assessment agreement beginning in 2014. Gold Nugget has communicated their willingness to enter into the agreement, with the City and property owner working through the language of the agreement on and off since that time. At this time, staff believes the agreement is ready for adoption. The agreement allows for the assessment of the remaining portion of the assessment, $69,594.40, against the three remaining undeveloped parcels owned by Gold Nugget. City Council Agenda 1/28/2019 The property owner waives its objections to the assessment and hearing requirements via Section 3 of the agreement. Al. Budget Impact: The assessment agreement provides the terms and conditions for the assessment of the attributable costs of the improvements to the benefitting property owner. A2. Staff Workload Impact: Analysis of the assessment rate and the terms and conditions of the agreement is estimated at approximately 25 hours, including staff and consulting time. A3. Strategic Plan Impact: • Create & Preserve Sustainable Livability: The improvements at 85th Street and TH25 provides a safer, more functional intersection for both the community and the adjacent property at Featherstone. B. ALTERNATIVE ACTIONS: 1. Motion to approve the Public Improvement and Special Assessment Agreement between the City of Monticello and Gold Nugget Development, Inc 2. Motion to deny the Public Improvement and Special Assessment Agreement between the City of Monticello and Gold Nugget Development, Inc 3. Motion of other. C. STAFF RECOMMENDATION: City staff recommends Alternative #1 above. The assessment agreement provides the terms and conditions for the payment of the costs of the improvements at 85th and TH25 which benefit the subject property. D. SUPPORTING DATA: A. Public Improvement and Special Assessment Agreement between the City of Monticello and Gold Nugget Development, Inc B. Revised Letter of Agreement, November 6th, 2014 C. Improvements Sketch PUBLIC IMPROVEMENT AMD SPECIAL ASSESSMENT AGREEMENT AGREEMENT made this day of 12018, by and between the CITY OF MONTICELLO, a Minnesota municipal corporation ("City") and GOLD NUGGET DEVELOPMENT INC., a Minnesota corporation (the "Property Owner"). RECITALS A. Property Owner is currently the fee owner of the property located in the City of Monticello, County of Wright, State of Minnesota, legally described on the attached Exhibit "A" (the "Subject Property") totaling approximately 156.77 acres. B. The City has requested that Property Owner enter into this agreement for street improvement and traffic signal ("Public Improvement") costs benefitting the Subject Property. C. The Public Improvement was constructed in 2015 by MnDOT and includes, but is not limited to, 85th Street turn lane construction and installation of a new traffic signal at the intersection of Trunk Highway 25 / 85th Street. D. Property Owner has agreed that the Subject Property will be assessed for $69,594.40 as the Property Owner's share of the costs for the Public Improvement, which also includes associated construction engineering and right of way costs. The amount is the apportioned share of the street improvements and installation of the traffic signal based on the intersection configuration and traffic analysis as described in the City Engineer letter dated November 6, 2014 and the final MnDOT invoice and final cost share spreadsheet dated January 17, 2015 on file with the City. The Property Owner has paid to the City the prorated share of $5,405.60 for the Public Improvement for the Featherstone 3rd Addition development per the development contract, dated August 14, 2017. NOW, THEREFORE, IN CONSIDERATION OF THEIR MUTUAL COVENANTS THE PARTIES AGREE AS FOLLOWS: 1. PUBLIC IMPROVEMENT. MnDOT constructed the Public Improvements in 2015 which specifically benefit the Subject Property. 2. SPECIAL ASSESSMENT. The City will assess the Subject Property Sixty-nine thousand five hundred ninety four dollars and forty cents ($69,594.40) which is the amount of the assessment less the payment of $5,405.60 paid with the platting of Featherstone 3rd Addition for the Property Owner's share of 193813v1 the total costs of the Public Improvements. The special assessment shall be deemed adopted on the date this Agreement has been signed by all parties. The special assessment shall be spread over the remaining undeveloped parcels based on apportioned share by acreage as detailed in Exhibit `B". The City will defer the $69,594.40 assessment (without accruing interest) to the remaining undeveloped area (approximately 156.95 acres). This area includes the remaining residential, commercial and light industrial property as identified on the approved lapsed preliminary plat dated June 9th, 2003. The assessment will be deferred until the development of the property or 15 years from the date of this Agreement, whichever comes first. "Development" shall mean: subdivided or platted into lots and blocks, not outlots. If the Subject Property is developed, the assessments will be apportioned to the gross development area, not including outlots, based on the pro rata portion of the area (square feet) of the total area of the Subject Property. If only a portion of the Subject Property is developed, the assessments on the undeveloped portion shall continue to be deferred pursuant to the terms of the Agreement. At the time of the recording of each plat of development, the pro -rated share of the assessment shall be levied for the next available taxable year. If the assessment is not paid by November 1St of the year prior to the next available taxable year, the assessment on the Development property shall be spread without deferment over a ten (10) year period in equal annual installments, together with interest of prime plus two percent (2%) per year on the unpaid balance, not to exceed 8%. Prime shall be defined as that announced daily in the Wall Street Journal ("Prime Rate"). If the Wall Street Journal ceases to publish the Prime Rate, then the Prime Rate shall be the rate of interest quoted in the Federal Reserve Statistical Release, Selected Interest Rates (H.R. 15). If a range is shown for the Prime Rate, then the highest number in the range shall be utilized. If any portion of the Assessment amount remains unpaid at 15 years from the date of this Agreement, the remaining Assessment amount will be levied against the remaining undeveloped Subject Property for the next available taxable year, unless paid by November 1 St of the year prior to the next available taxable year. 3. WAIVER. Property Owner, its successors and assigns, unconditionally waives any and all procedural and substantive objections to the Public Improvements and special assessment, including but not limited to hearing requirements and any claim that the assessment exceeds the benefit to the Subject Property. Property Owner waives any appeal rights otherwise available pursuant to Minn. Stat. § 429.081. 4. BINDING EFFECT; RECORDING. This Agreement shall be binding upon the Property Owner and the Property Owner's successors and assigns. This Agreement may be recorded against the title to the Subject Property. Remainder of page intentionally left blank Signatures contained on the following pages. 2 193813v1 CITY: CITY OF MONTICELLO (SEAL) M STATE OF MINNESOTA ) ( ss. COUNTY OF WRIGHT ) Brian Stumpf, Mayor Jeff O'Neill, City Administrator The foregoing instrument was acknowledged before me this day of , 2019, by Brian Stumpf and by Jeff O'Neill, respectively the Mayor and City Administrator of the City of Monticello, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. Notary Public 193813v1 PROPERTY OWNER: GOLD NUGGET DEVELOPMENT INC. Its STATE OF MINNESOTA ) (ss. COUNTY OF ) The foregoing instrument was acknowledged before me this by the a Minnesota corporation, on its behalf. Notary Public DRAFTED BY: Campbell Knutson Professional Association Grand oak Office Center I 860 Blue Gentian Road, #290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ [print name] [title] day of 2018, of Gold Nugget Development Inc., 4 193813v1 EXHIBIT "A" To PUBLIC IMPROVEMENT AND ASSESSMENT AGREEMENT That part of the Northeast Quarter of Section 22, Township 121, Range 25, Wright County, Minnesota, lying East of the Easterly line of the Right of way of Highway 25 AND The West 1/2 of the SW 1/4 of the NW 1/4 of Section 23, Township 121, Range 25, Wright County Minnesota. am -mi Outlot A, Featherstone 3rd Addition, according to the recorded plat thereof, Wright County, Minnesota 5 193813v1 EXHIBIT "B" To PUBLIC IMPROVEMENT AND ASSESSMENT AGREEMENT 156.77 total undeveloped acres remaining, total assessment of $69,594.40 PID 155-500-221101 Legal: That part of the Northeast Quarter of Section 22, Township 121, Range 25, Wright County, Minnesota, lying East of the Easterly line of the Right of way of Highway 25 79.2 Acres/50.5% Assessment: $35,176.76 PID 155-500-232200 Legal: The West 1/2 of the SW 1/4 of the NW 1/4 of Section 23, Township 121, Range 25, Wright County Minnesota. 20.13 Acres/12.8% Assessment: $8,936.24 PID 155-246-000010 Legal: Outlot A, Featherstone 3rd Addition, according to the recorded plat thereof, Wright County, Minnesota 57.40 Acres/36.6% Assessment: $25,481.40 6 193813v1 CITY OF Monticello November 6, 2014 Mr. Wayne Fleck Mr. Rick Novak Novak -Fleck, Inc. 8857 Zealand Avenue North Brooklyn Park, MN 55445 PHONE: 763-295-2711 FAx:763-295-4404 505 Walnut Street I Suite 1 I Monticello, MN 55362 Re: Revised Letter of Agreement with Novak Fleck for the Featherstone Development Property 85th Street and TH 25 Intersection Improvements Golden Nugget Development Inc PID 155500221101, 155180000010, 155500232200 Dear Mr. Fleck and Mr. Novak: This letter is in response to your letter dated October 21, 2014 and our discussions relating to an impact analysis to determine the benefit of the Featherstone development to the TH 25/85th Street intersection improvements. We have evaluated the traffic impacts from the Featherstone development to 85th Street and TH 25 based on anticipated traffic volumes the development would contribute compared to the regional 2030 projected traffic volumes identified in the City's Transportation Plan adopted January 24, 2011. The Transportation Plan incorporates the future 2030 land use designations as identified in the City's 2008 Comprehensive Plan. Below is a summary of the traffic impact analysis conducted for the Featherstone development: Site Traffic Generation —The site development uses and densities were based on the most recent development plan (preliminary plat approved June 9, 2003) and the land use from the attached Figure 3.1 in the City's Transportation Plan. Traffic generation rates were determined from the Institute of Transportation Engineers Trip Generation Manual, 9th Edition. Table 1 shows the anticipated total site densities and traffic generation. www.ci.monticello.mn.us „,Willifflk,o Revised Letter of Agreement Novak -Fleck, Inc. Mr. Fleck and Mr. Novak Table 1— Development Traffic Generation (based on approved preliminary plat) Land Use Size Average Daily Traffic Residential 297 Units 2,850 (Mix of Single and Multi -Family) Commercial 10 acres 7,750 Light Industrial 60 acres 3,100 Total 13,700 Site Traffic Distribution — Traffic will access the roadway system from the future Featherstone development at access points on TH 25, 85th Street and Edmonson Avenue. Based on existing and future traffic patterns as well as information developed in the "Gold Nugget Residential Development EAW" dated August 28, 1998 and the "Intersection Control Evaluation for TH 25 at CR106/85th Street", the anticipated distribution of the future Featherstone development site traffic was determined for each roadway. • 70%to TH 25 (15% south and 55% north) • 18% to 85th Street • 12%to Edmonson Avenue Traffic Contribution Analysis—The City's Transportation Plan indicates that the projected 2030 Average Daily Traffic on TH 25 will be 18,000 vehicles and on 85th Street will be 6,800 vehicles. Attached is Figure 4.1 from the City's Transportation Plan identifying these traffic volumes. These volumes are based upon a computerized travel forecasting model that that accounts for projected vehicle trips within the City as well as within the region. Given that the future Featherstone development will generate a total of 13,700 vehicles per day (vpd), the development will contribute the following traffic volumes to the roadway system. 851h Street Turn Lanes = 13,700 vpd x 18% = 2,466 vpd / 6,800 vpd = 36.0% Revised Letter of Agreement Novak -Fleck, Inc. Mr. Fleck and Mr. Novak TH 25/851h Street Traffic Sienal 15% of the traffic within the Featherstone development would access southbound TH 25 and 18% of the traffic would access 85th St for a total of 33% utilizing the signal at TH 25 and 85th St. The following formula calculates the traffic distribution from the Featherstone development to the new signal system: 13,700 vpd x 33% = 4,521 vpd /( 18,000 vpd + 6800 vpd) = 18.0% Conclusion: Based on the above assumptions and analysis the future Featherstone development should be responsible for 36% of the City's costs associated with the 851h Street improvements and 18% of the City's cost associated with the installation of the Traffic Signal system. The total combined share of these improvements is approximately 31%. Below is a summary of the costs that represent the Featherstone development share: Traffic Signal at TH 25/85th Street: $16,021 85th Street Turn Lanes: $69,216 85th Street Right of Way: $8,500 Total: $93,737 Enclosed is a detailed breakdown of these estimated costs. The total City cost for these improvements, assigned by MnDOT, is $303,408.76, which includes 25% of the total signal cost and 100% of the 85th Street turn lanes. Of this amount, the City is proposing to enter into a deferred special assessment agreement with you in the amount of $93,737. The proposed terms for the agreement were outlined in our October 15, 2014 letter to you. Please review this information and contact me at your earliest convenience at (763)271-3236. We appreciate your time and cooperation on this project. Sincer y, Shi W1 Bisson City Engineer Enclosures Cc: Jeff O'Neill, City Administrator Angela Schumann, Community Development Director Bret Weiss, WSB & Associates, Inc. N e� n r R e � b +ry h zs '^ c9 ryj v _ h U e O b � � o Q fA 69 N � a w m � 'e _ W _ e G W y ul e T O y ti r b y Y M aY N W e oryrvoi VI � b b Vrj w r" vi y; N e� n r R e e +ry N zs '^ c9 ez n. ti fA 69 N O +ry N 'e G W e ul E Z aY � v 2 V p,, rpppp,- 1,70 TAPER 100 SCALE IN FEET e r T 1,15 p-86���ar14/30/2013 10.53.24130/2013 10.53:20 AM MONTICELLO COVENANT CHURCH MATCH EXISTING EXISTING R/IP & ACCESS CONTROL 45'R/ \ o N --- I0 4 l 0 12' RTL 500' - r 12' THRU I i k �--• 1 12' THRU_ r r r Is15 I�-- I2' THRU 14' THRU 12' THRU I �' "14 fHRU NMEL—_ 14' LTL 500' I 1u5 465 14' LTL LENGTH = 500' 12' THRU -w I r 14' THRU. i _ r 14' THRLI 12' RTL 500' G NOTE: ISLANDS TAKEN FROM 'CONCRETE APPROACH NOSE DETAIL' STANDARD PLATE NO.7113A AND Figure 5-2.04A l2 of 2) Pagee 5-2c171 Roadesign Manual Driving Range and Golf Center \ - 12' THRU 12' THRU •�� 45'R ti `+° p �= (' STA 468+85.61 BEGIN 10` TRA — — — — — EXISTING R/W B ACCESS CONTROL — — _., _,- — — — — — — — — —, —T -T T T — — — T rRIAD ING�RII QE5 WB 62 FOR E City Council Agenda 1/28/2019 2M. Consideration of adopting Resolution 2019-09 approvinp- the issuance of a lawful iamblint! off-site premise permit to Monticello Lions Club (JS) A. REFERENCE AND BACKGROUND: City staff has received an application to conduct Off -Site Gambling from Monticello Lions Club to conduct a raffle and bingo at the Monticello American Legion Post 260, 304 Elm Street on February 16, 2019. There is no fee for this application, however, the application must be approved by the City Council before the association may submit the application to the Minnesota Alcohol and Gambling Enforcement Division (AGED). Al. Budget Impact: NA. A2. Staff Workload Impact: NA B. ALTERNATIVE ACTIONS: 1. Motion to adopt Resolution 2019-09 approving Monticello Lions Club application to conduct off-site gambling at American Legion Post, 304 Elm Street on February 16, 2019. 2. Motion to deny the resolution at this time. C. STAFF RECOMMENDATION: City staff recommends Alternative #1. D. SUPPORTING DATA: A. Draft Resolution 2019-09 B. Application CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2019-09 APPROVING AN APPLICATION FOR OFF-SITE PREMISE PERMIT FOR MONTICELLO LIONS CLUB AT MONTICELLO AMERICAN LEGION POST 260,340 ELM STREET WHEREAS, the City of Monticello has received an application for an off-site gambling permit application of the Minnesota Lawful Gambling Permit filed by Jeanne Kordell/Monticello Lions Club; and WHEREAS, the Monticello Lions Club will be conducting off-site gambling at the Monticello American Legion Post 260 on February 16, 2019; NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL that the application by the for the Monticello Lions Club to conduct off-site gambling at the American Legion Post 260, 304 Elm Street, Monticello, Minnesota on February 16, 2019. ADOPTED BY the Monticello City Council this 281h day of January, 2019. CITY OF MONTICELLO Brian Stumpf, Mayor ATTEST: Jeff O'Neill, City Administrator MINNESOTA LAWFUL GAMBLING 6/15 Page 1 of 2 LG230 Application to Conduct Off -Site Gambling No Fee mm t� MtIZATrQ�1`INFORMA'T ON Organization Name: Monticello Lions Club Address: PO Box 673 Chief Executive Officer (CEO) Name: Gambling Manager Name: GAMRLINC ACTIVITY License Number: 01825 City: Monticello , MN Zip: 55362 Daytime Phone: Daytime Phone: 612-207-6086 Twelve off-site events are allowed each calendar year not to exceed a total of 36 days. From 02 / 16 / 19 to 02 / 15 /_20_ Check the type of games that will be conducted: F/IRaffle F-1 Pull -Tabs ZBingo FITipboards F --]Paddlewheel GAMBLII'NG PREMISES - '�' .. .. . -= :�� Name of location where gambling activity will be conducted: Monticello American Legion Post 260 Street address and City (or township): 304 Elm St, Monticello Zip: 55362 County: Wright • Do not use a post office box. • If no street address, write in road designations (example: 3 miles east of Hwy. 63 on County Road 42). Does your organization own the gambling premises? FlYes If yes, a lease is not required. No If no, the lease agreement below must be completed, and signed by the lessor. LEASE AGREEMENT FOR OFF- ItE'' AC`T��f�.`'I`"� ( lease aIgreement Is not (require : :or ria, Me Rent to be paid for the !eased area: $ n (if nok-c, vvvr i". "%j All obligations and agreements between the organization and the lessor are listed below or attached. • Any attachments must be dated and signed by both the lessor and lessee. • This lease and any attachments is the total and only agreement between the lessor and the organization conducting lawful gambling activities. • Other terms, if any: Lessor's Signature: i 19% Print Lessor's Name: / 1 �'�� /� e��� CONTINUE TO PAGE 2 Date: V/ "/ZA — /7 LG230 Application to Conduct Off -Site Gambling Acknawleftment by Local Unit of Government: Approval by Resolution CITY APPROVAL for a gambling premises located within city limits City Name: Monticello Date Approved by City Council: Resolution Number: (If none, attach meeting minutes.) Signature of City Personnel: Title: Date Signed: Local unit of government must sign. COUNTY APPROVAL for a gambling premises located in a township County Name: Date Approved by County Board: Resolution Number: (If none, attach meeting minutes.) Signature of County Personnel: Title: Date Signed: TOWNSHIP NAME: 6/15 Page 2 of 2 Complete below only if required by the county. On behalf of the township, I acknowledge that the organization is applying to conduct gambling activity within the township limits. (A township has no statutory agthority to approve or deny an application, per Minnesota Statutes 349.213, Subd. 2.) Print Township Name: Signature of Township Officer: Title: Date Signed: CHIEF EXECU'T'IVE OFFICER (CEO) ACKNOWLEDGMENT The person signing this application must be your organization's CEO and have their name on file with the Gambling Control Board. If the CEO has changed and the current CEO has not filed a LG200B Organization Officers Affidavit with the Gambling Control Board, he or she must do so at this time. I have read this application, and all information is true, accurate, and complete and, if applicable, agree to the lease terms as stated in this a plication. Signalure of CEO (must be CEO's signature; designee may not sign) Date Mail or fax to: No attachments required. Minnesota Gambling Control Board Suite 300 South Questions? Contact a Licensing Specialist at 651-539-1900. 1711 West County Road B Roseville, MN 55113 Fax: 651-639-4032 This publication will be made available in alternative format (i.e. large print, braille) upon request. Data privacy notice: The information requested on this form (and any attachments) will be used by the Gambling Control Board (Board) to determine your organization's qualifications to be involved in lawful gambling activities in Minnesota. Your organization has the right to refuse to supply the information; however, if your organization refuses to supply this information, the Board may not be able to determine your organization's qualifications and, as a consequence, may refuse to issue a permit. If your organization supplies the information requested, the Board will be able to process your organization's application. Your organization's name and address will be public information when received by the Board. All other information provided will be private data about your organization until the Board issues the permit. When the Board issues the permit, all information provided will become public. If the Board does not issue a permit, all information provided remains private, with the exception of your organization's name and address which will remain public. Private data about your organization are available to: Board members, Board staff whose work requires access to the information; Minnesota's Department of Public Safety; Attorney General; commissioners of Administration, Minnesota Management & Budget, and Revenue; Legislative Auditor; national and international gambling regulatory agencies; anyone pursuant to court order; other individuals and agencies specifically authorized by state or federal law to have access to the information; individuals and agencies for which law or legal order authorizes a new use or sharing of information after this notice was given; and anyone with your written consent. An equal opportuity employer Consent Form Organization A listed below consents to Organization B conducting electronic gambling and/or bar bingo at the premises. Organizion A: `.�� Organization B*: llzrrc �� T165-6- ?/,o%iIonhwI(I), �6W5 Rtlb a/8O?, 5 Name and Address of Permitted Premises: 1 Ain Premises Permit Number: Effective Date of Consent: PO4�7� R114eM Circle One or Both: Electronic Pull -Tabs and/ r Bar Bingo Chief Executive Off�EO) Signature, Organization A A11?q j d 4t L o� c> c( Print Name Date: * Organization B: Provide the signed written consent to the Gambling Control Board with your premises permit application. This form is provided for convenience, but any written consent is accepted. Minnesota Gambling Control Board 711115-4 City Council Agenda 1/28/2019 2N. Consideration of adopting a memorandum of understanding between the Citv of Monticello and Wright County for the installation of a Dvnamic Speed Limit signs along Countv State Aid Highwav 39. (ML) A. REFERENCE AND BACKGROUND: County State Aid Highway 39 also known as Golf Course Road has a posted 30 mph speed zone that begins approximately 100 feet west of 7th Street West. Thy dynamic speed limit sign will be installed adjacent to the static 30 -mph speed limit sign for eastbound traffic. In order to increase compliance with the posted speed staff recommends installing dynamic speed signs on each edge of the 30 -mph zone. These signs use radar and digitally inform motorists of their current speeds and studies have shown that these signs are an effective means of reducing speeds. Studies have also found that these signs are only effective on changing driver behavior for a short distance from the sign location. Given that these signs would be placed where the speed limit changes from 40 mph to 30 mph along with the absence of an off road pathway for pedestrians, this appears to be good locations to install these permanent dynamic speed zone signs. Wright County has agreed to split the cost of installation and maintenance of these signs 50150 and each agencies share is estimated to be approximately $2,500. This sign is expected to be installed in the spring of 2019 as weather permits. Al. Budget Impact: The project will be funded from the Street and Alley Fund and no budget amendment is required. A2. Staff Workload Impact: Staff impacts are expected to be minimal. B. ALTERNATIVE ACTIONS: 1. Motion to approve the memorandum of understanding between the City of Monticello and Wright County for the installation of a dynamic speed zone sign along County State Aid Highway 39. 2. Motion to deny the memorandum of understanding with Wright County for the installation of a dynamic speed zone sign along County State Highway 39. C. STAFF RECOMMENDATION: City staff recommends the City Council approve the agreement with Wright County as outlined in Alternative # 1. D. SUPPORTING DATA: • Copy of the Wright County Memorandum of Understanding. Wright County Highway Department 3600 Braddock Ave NE Buffalo, MN 55313 Ph: (763)682-7383 Fax: (763)682-7313 VIRGIL HAWKINS, P.E. Highway Engineer CHAD HAUSMANN, P.E. Assistant Highway Engr. STEVE MEYER Maintenance Superintendent JEREMY CARLSON, P.L.S. Right -of -Way Agent SARA BUERMANN, P.E. Traffic Engineer MEMO OF UNDERSTANDING INSTALLATION OF DYNAMIC SPEED LIMIT SIGNS ALONG County State Aid Highway 39 at the 30 -mph speed zone (CSAH 39 EB @ 7' St. W) Between: The City of Monticello, hereinafter called the "City"; and the County of Wright, hereafter called the "County"; WHEREAS, the City and County are collaborating on a safety improvement to reduce the speed of traffic along County State Aid Highway 39 (Golf Course Rd.) entering the 30 -mph speed zone, and WHEREAS, dynamic speed limit signs are a proven method of reducing traffic speeds from a higher speed zone to a lower speed zone, and IT IS HEREBY AGREED AND MUTUALLY UNDERSTOOD THAT; 1. The County will take the lead on the installation of one (1) dynamic speed limit sign along CSAH 39 at the 30 -mph speed zone. The 30 -mph speed zone along CSAH 39 begins approximately 100 ft. west of 7th St. West. The Dynamic Speed Limit sign will be installed adjacent to the in place static 30 -mph speed limit sign. 2. The County and City will split equally (50150) the construction cost of the new dynamic speed limit sign. County staff time for design, administration, and coordination of the sign installation will not be billed (and will be considered an additional County contribution towards the project). It is estimated that the total cost will be approximately $5,000 for the one (1) sign, excluding any restoration, sod, asphalt, concrete patching, etc. The City of Monticello's share is estimated to be approximately $2,500. 3. The County will provide specifications, obtain cost proposals, and inspect & observe the construction. The dynamic speed limit sign will be solar powered. Long term maintenance of the signs will be done by the County and the costs for maintenance will be split 50150 between the County and City. For the City: Jeff O'Neill Date City Administrator For the County: Virgil Hawkins, P.E. Date Wright County Highway Engineer An Equal Opportunity Employer City Council Agenda 1/28/2019 20. Consideration of approving Water Department purchase of 650 Neptune radio reading units for $71,175 (MS, ML) A. REFERENCE AND BACKGROUND: In 2014 the city began replacing its Sensus brand radio reading units for the water system with Neptune brand radio reading units. The Sensus model that the city was using was no longer being made. Staff determined that the Neptune radio unit best meet the city's needs as they are a very reliable reading unit and are compatible with the existing Sensus meters. The first purchase occurred in 2014, and subsequent purchases each year since that time. To date Water Department staff has installed approximately 3200 Neptune radio reading units leaving approximately 1320 Sensus unit left to update. The existing Sensus units that remain in service are approaching the end of their life cycle and it is important that we continue the change out program we are currently performing to avoid any reading disruption. The meters are scheduled to be replaced in accordance with the attached schedule and the remaining meters will be placed into inventory to be used to replace additional meter readers as time allows or to replace failing meters throughout the year. Council is asked to consider the purchase of 650 Neptune Technology Group radio readers from Ferguson Waterworks. The total cost of the 650 Neptune radio reading units is $71,175 which is $109.50 per unit. Ferguson Waterworks is the sole authorized distributor of these units in our area. Al. Budget Impact: These radio reading units will be purchased from the Water Fund which is an enterprise fund. A2. Staff Workload Impact: Staff workload for this project is significant requiring staff to work both inside and outside of residential homes. This work is included in the 2019 workplan and is scheduled to start in Mid -February. B. ALTERNATIVE ACTIONS: Motion to approve the Water Department to purchase 650 Neptune radio reading units for $71,175. 2. Motion to deny the purchase of radio reading units at this time. C. STAFF RECOMMENDATION: City staff recommends Alternative #1. D. SUPPORTING DATA: A. Quote from Ferguson Waterworks for 650 MIUs. B. 2019 Neptune MIU Schedule. ZFERGUSON° 1694 91 SOT AVE NERWORKS #2518 WATERWORKS BLAINE, MN 55449-4311 Phone: 763-560-5200 Fax: 763-560-1799 10:12:14 JAN 16 2019 Bid No: B115958 Bid Date: 01/16/19 Quoted By: RDR Customer: CITY OF MONTICELLO ATTN ACCOUNTS PAYABLE 505 WALNUT ST SUITE 1 MONTICELLO, MN 55362 Cust PO#: Item Description N13341200 R900 V4 WALL MIU Deliver To: From: Ryan Raupp Comments: FERGUSON WATERWORKS #2516 Price Quotation Phone: 763-560-5200 Fax: 763-560-1799 Cust Phone: 763-295-2711 Terms: NET 10TH PROX Ship To: CITY OF MONTICELLO ATTN ACCOUNTS PAYABLE 505 WALNUT ST SUITE 1 MONTICELLO, MN 55362 Job Name: MIU Quantity Net Price UM Total 650 109.500 EA 71175.00 Net Total: $71175.00 Tax: $0.00 Freight: $0.00 Total: $71175.00 Quoted prices are based upon receipt of the total quantity for immediate shipment (48 hours). SHIPMENTS BEYOND 48 HOURS SHALL BE AT THE PRICE IN EFFECT AT TIME OF SHIPMENT UNLESS NOTED OTHERWISE. QUOTES FOR PRODUCTS SHIPPED FOR RESALE ARE NOT FIRM UNLESS NOTED OTHERWISE. Page 1 of 1 CONTACT YOUR SALES REPRESENTATIVE IMMEDIATELY FOR ASSISTANCE WITH DBE/M B E/WBE/S MALL BUSINESS REQUIREMENTS. Seller not responsible for delays, lack of product or increase of pricing due to causes beyond our control, and/or based upon Local, State and Federal laws governing type of products that can be sold or put into commerce. This Quote is offered contingent upon the Buyer's acceptance of Seller's terms and conditions, which are incorporated by reference and found either following this document, or on the web at http://wolseleyna.com/terms_conditionsSale.html. Govt Buyers: All items are open market unless noted otherwise. LEAD LAW WARNING: It is illegal to install products that are not "lead free" in accordance with US Federal or other applicable law in potable water systems anticipated for human consumption. Products with `NP in the description are NOT lead free and can only be installed in non -potable applications. Buyer is solely responsible for product selection. 2019 Neptune MIU Change out. In 2019 our main focus is to complete the Neptune MIU change out on the North side of the freeway. Area Number of units NE, NW Broadway 31 NE, NW 3rd st 46 NE, NW 4th st 89 NW- Sth, 6th 90 NW side 119 Timber Ridge 23 Sunset Ponds 83 Total 481 City Council Agenda: 1/28/2019 2P. Consideration of accepting bids and awarding contract for the new fire station to Kue Contractors Inc. for $4,111,618 less the Alt 1 Deduct of $70,000 (JO, Corey Brunton) A. REFERENCE AND BACKGROUND: City Council is asked to consider accepting bids and awarding the new fire station contract to Kue Contractors Inc. for an amount of $4,111,618 including the Alt. 1 deduct of $70,000. Following is a summary of the bid compilation process that was noted by Corey Brunton. The bid tabulation is attached. On Tuesday, January 22, 2019, we received competitive bids for the construction of the newly proposed Monticello fire station. We received 13 bids from general contractors that ranged from $4,111,618 to over $5,286,626. There was only one bid that was over $5,000,000 and only four that were over $4.5M. The rest of the bids were below the mid $4.5M range. Staff is confident that the bids were representative of strong competition in the local market place. After review of the bids, including the list of subcontractors and schedule of values, we recommend awarding the contract to Kue Contractors, Inc. for the fire station project as defined in the contract documents, including construction plans and specifications. Kue Contractors, Inc., is the apparent low bidder when considering the base bid as well as the deduct alternate. Our office contacted Kue Contractors Inc. about their bid and they indicated they felt comfortable with their bid and stated they would enter into contract for construction of the new fire station. Corey Brunton noted that his office is in the process of coordinating the items that were placed in the contract by allowance. These included budgeting for FF & E and other costs that will need to be included in the project. As a result, the total budget is not yet available. An accounting of project elements will be provided for review and further consideration at an upcoming meeting. Additionally, the bid specification included installation of a generator and an associate deduct amount if the city decided to purchase and install a generator separate from the project. Given the $70,000 generator deduction amount identified in Kue Contractors Inc. bid, and based on separate generator quotes recently obtained by Dan Klein, it is recommended that the city select the deduct and install a generator separately for an estimated savings of $30,000. Al. Budget Impact: Brunton noted that the bid amount results in an $882,522 departure from the previous estimate. An accounting of other project elements alongside the bid amount will be provided for review and further consideration at an upcoming meeting. A portion of the savings may be used to increase the project contingency fund from 33 to 5%. In sum, total project and financing costs should be significantly less than the $5.6 million included in the adopted capital improvement plan, but still significantly more than the $4 million original estimate which had not incorporated cost of site improvements associated City Council Agenda: 1/28/2019 with relocation of the facility. Finally, Debt issuance proceeds can only be used for the project and financing costs. B. ALTERNATIVE ACTIONS: 1. Motion accepting bids and awarding contract to Kue Construction Inc. $4,111,618 including the Alt 1 Deduct of $70,000. 2. Motion to deny or table acceptance of bids and awarding contract. C. STAFF RECOMMENDATION: City Staff recommends alternative 1. D. SUPPORTING DATA: • Copy of the preliminary bid tabulation 2 PROJECT BID TABULATION Project: Monticello Fire Station Allowance #01 Allowance #02 Notes Bid Date & Time: January 22, 2019 @ 3:00 pm x CONTRACTORS Add Add Add Bid Bond Base Bid x #1 #2 #3 -$70,000.00 x Kue Contractors, Inc x x x x $4,111,618.00 Versacon, Inc x x x x $4,197,500.00 Ebert Construction x x x x $4,237,000.00 Rochon Corporation x x x x $4,249,000.00 Alliance Building Corp x x x x $4,249,860.00 Terra Construction x x x x $4,329,000.00 Baratto Brothers x x x x $4,377,000.00 Ram Construction x x x x $4,498,000.00 Gohman Construction x x x x $4,533,000.00 Big -D Construction x x x x $4,672,895.00 Bradbury Stamm x x x x $4,814,000.00 Ankeny Builders Inc x x x x $4,845,500.00 Dering Pierson Group x x x x $5,286,626.00 BRUNTON ARCHITECTS 5. ENGINEERS Alt 1 Deduct Allowance #01 Allowance #02 Notes -$70,000.00 x x -$53,000.00 x x -$46,300.00 x x -$70,000.00 x x -$70,000.00 x x -$70,000.00 x x -$57,000.00 x x -$58,000.00 x x -$60,000.00 x x -$45,000.00 x x -$62,500.00 x x -$64,000.00 x x -$60,000.00 x x Monticello Council Connection January 28, 2019 CITY OF M04ieflo COMMUNITY DEVELOPMENT DEPARTMENT Briarwood Avenue Traffic Study — Wright County Transportation Committee of the Whole A meeting of the Wright County Transportation Committee of the Whole has been set for Tuesday, February 19tH The meeting includes a discussion on the Briarwood Avenue Traffic Study, which is the study compiling data on existing and forecasted traffic conditions on Briarwood Avenue in relationship to the Bertram Chain of Lakes Regional Park. The revised draft study has not yet been provided to City staff, but will be forwarded once available for review. Staff would recommend the attendance of the City Council at the meeting and will post notice accordingly. The discussion at the meeting is anticipated to include responsibility for the costs of improvements and maintenance of the roadway. A copy of the agenda is attached. Council will note that other items of significance are also on the agenda warranting a City of Monticello presence. Downtown Round —January The third Downtown Round event has held on Thursday, January 17th at Rustech Brewing in Monticello. The session focused on answering questions about recent projects in the downtown and the proposed Walnut corridor improvements. The attendees also spent time generating ideas for promotion and marketing the downtown. Downtown Rounds will be set quarterly for 2019, with the next meeting scheduled for April 18tH at a location to be determined. A Downtown Round newsletter, which staff hope to prepare twice each year, was also distributed in December. The newsletter is a way to stay in touch with downtown business and property owners beyond the Rounds themselves. 2019 Planning Commission Workplan The Planning Commission adopted its 2019 Workplan during its regular meeting in January. The Commission adopted the workplan after a review of progress toward prior year goals. The Commission recognized that 2019-2020 will likely be focused on Comprehensive Plan efforts. The Commission also requested that staff provide resource and reference information on code - related and Economic Development Authority activities, for which staff has put together an update schedule. y s TRANSPORTATION COMMITTEE OF THE WHOLE p'. AGENDA i m BOARD OF WRIGHT COUNTY COMMISSIONERS DATE: Tuesday, February 19, 2019 TIME: 1:00 p.m. MEETING LOCATION: Wright County Highway Building - Room 135(B&C) 3600 Braddock Ave NE - Buffalo, MN AGENDA ITEMS L 1:00 P.M. Briarwood Avenue Traffic Study II. 1:30 p.m. Long Range Transportation Plan (LRTP) Preview/next steps Christine Husom District 1 Darek Vetsch District 2 Mark Daleiden District 3 Michael Potter District 4 Charles Borrell District 5 III. 2:20 p.m. I94 MnDOT Project updates (Clearwater to Monti & Albertville to St Michael) IV. 2:50 p.m. 2019 County Highway Construction Projects update V. 3:15 p.m. Local Option Sales Tax Revenue Report (County Auditor's Office) VI. 3:30 p.m. Adjourn cc: County Board Lee Kelly, Wright County Administrator Virgil Hawkins, Wright County Engineer Chad Hausmann, Wright County Assistant Engineer Steve Meyer, Wright County Highway Maintenance Superintendent Sara Buermann, Wright County Traffic Engineer Jeremy Carlson, Wright County Right -of -Way Agent Chuck Rickart, WSB & Associates, Inc. Angela Schumann, City of Monticello Bob Idziorek, Monticello Township Marc Mattice, Wright County Parks Director Craig Vaughn, SRF Consulting Group, Inc. Claudia Dumont, MnDOT District 3 John Tompkins, MnDOT Freight Program Manager Bob Hiivala, Wright County Auditor Lindsey Meyer, County Assistant Finance Director POST 1�c-(('1I'l [ 2 0 , C-1 t (2� Thank you to everyone who attended the Downtown Round events last August and September! The events began as a way to connect businesses, property 1 owners, and other downtown stakeholders. They are a chance to share ideas, ask questions, and get to know each other. Join us for the next We know calendars fill up quickly during the holiday season, so the next Downtown Round! Downtown Round will occur in early 2019. Thursday, January 17 7:30 a.m. Rustech Brewing 105 W. 3rd Street Monticello, MN For more information about recent or upcoming downtown projects, please contact Community Development Department staff at: 763-295-2711 In the meantime, we're excited to provide an update on some of the projects that have been initiated or completed since the Downtown Small Area Plan was adopted. • The Monticello Community Walnut Street and Broadway, Center launched Music on the including Music on the Mississippi, a summer concert Mississippi, Brewfest, Taste of the series in West Bridge Park. With Towns, and more! support from the Central MN The streetscape downtown got Arts Board and local sponsors, an updated look! The streetlights local bands drew crowds into and decorative bridge rail along the downtown on select the corridor have a fresh coat of summer Thursdays. The MCC paint in the Monticello signature hopes to increase the number of Music on the Mississippi Mississippi Bronze color. In events next summer. addition, the streetlight fixtures were updated to match the • The Monticello Arts Initiative, lantern style along Walnut Street. led by City Arts Consultant Sue This holiday season, check out the Seeger, successfully secured a light -wrapped light posts on grant from the Central MN Arts Walnut too! Board for a "Shimmer Wall" at The City Council approved the the southeast corner of TH25 Monticello Arts Initiative's use and Broadway. The wall features of the vacant property at 349 a photo taken by photographer West Broadway. This provides a Chris Lommel made out of small dedicated space for people to tiles that shimmer in the breeze. participate in creating art for the • The City debuted a new downtown as well as add activity Summer Happiness Guide to to a previously underutilized highlight downtown activities space in the downtown area. and events. Many of the featured events occurred along City staff worked with the Monticello Arts Initiative to hold a streetlight banner design contest. The public was invited to submit designs for new street banners that replaced existing banners along Pine, Broadway, and Walnut Streets. The community voted for their favorite finalists at the first-ever Creative City Celebration hosted by the Arts Initiative in the green space on Walnut Street. Public Works staff installed the new banners in the downtown in December! • The City accepted the Walnut Corridor Concept Plan. The plan focuses on Walnut Street from 5t" Street (at the Monticello Community Center) to River Street. The plan provides recommendations for art space, pathway and sidewalk improvements, street improvements, and event space intended to attract more people and activity into the Downtown. The plan can be implemented in phases as vehicle and pedestrian/bicycle traffic increase downtown, as reinvestment and redevelopment occur, and as funding is available. • The 2019 budget approved by the City Council includes downtown improvements outlined in the Walnut Corridor Plan and the Small Area Plan. Proposed improvements include curb extensions at Walnut & Broadway, the realignment of the curb at the southeast corner of the Walnut & Broadway intersection (to provide additional plaza space near the Cornerstone Cafe property), and completion of a pedestrian ramp from the Walnut Street parking lot to River Street with a new crosswalk and sidewalk into West Bridge Park. City staff talked with members of the public attending the Music on the Mississippi events over the summer and heard great suggestions for the improvements. City staff will continue to communicate with affected property owners as the project moves forward in the spring. In August the City of Monticello Economic Development Authority authorized a pilot Downtown Facade Improvement Grant Program focused on properties located on southern part of Block 34. The program was established to encourage reinvestment in downtown buildings, spur new economic e growth, and keep existing business properties look their best. Many of these projects support the 4 main goals of the Downtown Small Area Plan: 1. Shift the center of downtown to Walnut & Broadway. 2. Improve the Pine Street experience for everyone. 3. Make small and medium-sized improvements. 4. Become a river town again. As we move forward, this plan will continue to guide our efforts. We hope to see you at the next Downtown Round in January! CITY of Monticello Planning Commission 2019 Goals & Objectives Workplan Monticello The Monticello Planning Commission is established to advise the Mayor, Council and Community Development Department in matters concerning planning and land use matters; to review and make recommendations regarding the Monticello Comprehensive Plan, subdivision and zoning ordinances and other planning rules and regulations; to establish planning rules and regulations; and to conduct public hearings. 2019 Statement: The Planning Commission will support the efforts of the City Council to achieve the 2019 City of Monticello Strategic Plan and will review its long- and short-term planning framework for necessary updates or amendments which address the changing land use needs and goals of the community. The Planning Commission will work collaboratively with other City boards and commissions in its work to achieve the strategic goals of the city. Comprehensive Plan General • Support and participate in the community -wide strategic planning component of the 2019-2020 Comprehensive Plan process. • Review and hold the required public hearing for the Subdivision Ordinance in conjunction with overall City Code recodification. Land Use As the City's primary planning agency, actively lead and participate in 2019-2020 Comprehensive Plan Land Use update process. o Evaluate Places to Work/Industrial land area inventory and site development challenges in support of increasing and diversifying the tax base and providing living wage employment opportunity. o Develop recommendations for residential density identification, including lot size and configuration, within the City's growth area in support of Comprehensive Plan goals. o Analyze and recommend land use planning designations for Silver Springs and Interchange planning areas. o Review in more detail the commercial land inventory and recommend zoning classification in support of the City's long-range goals. o Evaluate impacts of advancing technology, including driverless vehicles, on land use. 1IPage Transportation • Receive an update on the City Capital Improvement Plan - the City's guide to capital investment within the community; determine any required actions steps associated with priority capital projects. • Provide input in anticipated 2019-2020 Transportation planning initiatives, including planning for the northwest interchange and the transportation network to serve annexation area, including collector routes such as Fallon and 85th. • Respond to the TH 25 Corridor Study as necessary and directed by the City Council. • Develop an understanding of Complete Streets policies and potential for integration into site planning and development. Park & Pathway • Evaluate development proposals for consistency with the adopted Pathway Connection Guide Map in support of the City's goal of a more walkable and bikeable community. • Provide necessary support to an anticipated 2019-2020 Comprehensive Plan update to the Park & Pathway plan, with specific detail on the downtown park and open spaces. Economic Development • Develop an understanding of and support the EDA's role in redevelopment, housing and economic development, including: o Marketing of vacant property and redevelopment sites o Affordable housing o Rehabilitation of housing o Downtown development/redevelopment programs Zonin-v Ordinance Complete a review of the City' s home occupation ordinances. Complete a review of the City's noise ordinances. Research & Citu Department Update Topics As resources and time allow, the Planning Commission will consider research and information related to the following topic areas, which are listed in priority order. Understand City and EDA -owned property inventory and industrial land analysis Update from Department of Building and Code Enforcement on rental ordinance 2019 Commission tour of vacant parcels within City limits and the MOAA area Other: 21 Page CITY OF mo�ii�effo COMMUNITY DEVELOPMENT DEPARTMENT — ECONOMIC DEVELOPMENT Recent Meeting Summary • December 6, 2018 — Attended Wright County Economic Development Partnership Holiday Event, St. Michael, MN • December 10, 2018 - Rotary Club Mtg. • December 13, 2018 — Meeting with prospect • December 17, 2018 — Rotary Club Mtg. • January 7, 2019 — Rotary Club Mtg. • January 8, 2019 — Meeting with prospect • January 10, 2019 — Meeting with developer in a.m. • January 10, 2019 — Meeting with developer in p.m. • January 14, 2019 — Rotary Club Mtg. • January 14, 2019 — Meeting with prospect • January 15, 2019 — Attended Chamber of Commerce Luncheon Mtg. • January 16, 2019 — Meeting with developer • January 17, 2019 — Attended Downtown Round Quarterly Mtg, Rustech Brewery • January 17, 2019 — Meeting with Prospect • January 18, 2019 — Attended Wright County Economic Development Partnership Annual Mtg., Monticello Community Center • January 23-25, 2019 — Attended EDAM (Economic Development Association of MN) Winter Conference, St. Louis Park, MN Sherburne County Rail Park Study — Presented to EDA on January 9, 2019 A proposal for a large rail based industrial park in Sherburne County,just a few miles north of Monticello has been floated for a number of years. What makes this ambitious proposal possible is the presence of the BNSF main rail line between Seattle and the Twin Cities and Chicago to the east running through the Sherburne County. The early planning process for the 3,200 -acre +/- rail park has been ongoing for the past several years. In that process, a study has been completed that includes conceptual park designs and projected economic impacts. Council Connection — 01/28/19 The Park as proposed represents significant regional impact including jobs, estimated at 16,000 to 17,000, along with traffic and spin-off development. Monticello's proximity to the proposed development and its role as a mini -regional center requires that Monticello continue to monitor the project's progress and potential for impact. This includes the potential for a new river crossing route. There are examples of existing similar rail -based park developments near Chicago (Ridgeport Logistics Center, Wilmington, Illinois) and other regions of the country. See links: httr)://www.ridaeDortlooisticscenter.com/ httr)s://www.daily-iournal.com/news/local/aeneral-mills-part-of-wilmina_ton-s-huae- loaistics-center/article 2ccaf300-Ofda-5b24-aOa7-f8d15c5c3c22.html While the project in the scale envisioned is somewhat futuristic due to the upfront investments that need to occur before the rail park development can occur, it is also a concept that has merit at a Statewide level and thus needs to be monitored due to its potential impacts. The link to the full Sherburne County Rail Study is shown below: httijs://www.co.sherburne.mn.us/DocumentCenter/View/3211/Sherburne-Countv-Rail-Impact- Studv-PDF CITY OF Montieffo DMV December 2018, the DMV year-to-date revenue is $691,828.72 an increase of $97,640.34 or 16.4% over the same period last year. Please see the following graphs for more detail. $50,000 $45,000 $40,000 $35,000 $30,000 $25,000 $20,000 $15,000 $10,000 $5,000 9,000 8,000 7,000 6,000 5,000 4,000 3,000 2,000 1,000 $800,000 $700,000 $600,000 $500,000 $400,000 $300,000 $200,000 $100,000 DMV Revenue Comparison Cnn ani $35,647 f^7/".P7 Dec 2011 Dec 2012 Dec 2013 Dec 2014 Dec 2015 Dec 2016 Dec 2017 Dec 2018 DMV Transaction Comparison 7,898 Dec 2011 Dec 2012 Dec 2013 Dec 2014 Dec 2015 Dec 2016 Dec 2017 Dec 2018 DMV Year -to -Date Revenue Comparison $691,829 Dec 2011 Dec 2012 Dec 2013 Dec 2014 Dec 2015 Dec 2016 Dec 2017 Dec 2018 CITY OF Monticello Fire Department Fire Department Receives AED Grant The Fire Department was awarded a matching grant from Wright County Area United Way in the amount of $600.00. This will go towards a new AED for the department to replace an existing one that's expiring. OF M04ieflo HI-WAY LIQUORS Sales through December 31, 2018 Attached is the data for total sales in each major category through the end of December 2018. Additional data is also provided regarding Sunday sales in 2018. Hi -Way Liquors Sales Report 12/31/2018 Total Sales Month 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 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 $ 403,520.92 13.3% 13.3% Feb 255,440.36 284,988.38 285,584.50 315,239.00 307,385.41 337,923.99 333,487.18 347,777.77 362,746.98 364,836.39 390,050.52 6.9% 10.0% Mar 295,257.14 318,050.39 324,062.21 335,032.60 388,195.21 408,071.17 377,391.62 388,003.16 401,256.91 417,005.50 473,811.33 13.6% 11.4% Apr 281,365.81 346,738.34 369,112.88 389,543.24 347,321.09 388,395.50 389,250.82 421,280.89 428,729.44 448,141.63 467,192.12 4.3% 9.3% May 377,177.10 384,337.08 399,489.67 409,309.12 433,829.01 436,195.21 498,095.67 523,401.05 482,917.95 503,867.81 549,206.70 9.0% 9.3% Jun 350,727.93 381,782.23 377,458.15 409,726.07 461,423.68 440,255.04 426,392.73 474,203.81 470,585.33 521,559.76 561,287.34 7.6% 8.9% Jul 409,870.50 430,838.23 466,122.69 466,738.15 447,452.18 485,459.76 479,174.06 542,973.27 527,519.46 563,935.31 571,270.49 1.3% 7.6% Aug 409,575.96 383,523.07 386,245.30 408,734.83 445,158.94 503,181.84 484,955.71 470,505.22 462,669.36 497,201.21 544,029.21 9.4% 7.8% Sep 317,846.07 346,900.80 346,557.62 373,719.64 390,399.33 379,381.19 397,495.82 439,444.29 448,218.93 501,126.67 481,663.70 -3.9% 6.4% Oct 351,268.98 360,742.04 375,367.40 365,702.14 372,676.23 396,328.87 409,967.74 460,096.82 454,442.30 461,549.38 467,600.32 1.3% 5.9% Nov 332,605.88 341,875.49 360,661.96 376,855.40 421,960.12 424,038.37 465,299.53 474,241.74 444,533.08 495,519.24 527,900.06 6.5% 6.0% Dec 436,379.03 454,982.63 485,617.01 505,482.70 527,865.36 518,379.58 549,200.76 569,707.38 605,509.16 629,143.57 652,695.25 3.7% 5.7% 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 $ 5,760,181.65 $ 6,090,227.96 Change $ 283,853.59 $ 125,872.46 $ 176,010.29 $ 192,859.55 $ 199,833.57 $ 120,126.75 $ 326,319.45 $ (38,256.63) $ 306,377.43 $ 330,046.31 Change % 7.0% 2.9% 3.9% 4.1% 4.1% 2.4% 6.3% -0.7% 5.6% 5.7% $700,000 $600,000 $500,000 $400,000 $300,000 _ I $200,000 $100,000 Jan Feb Mar Monthly Hi -Way Sales Apr May Jun JulAug Sep Oct Nov Dec ■ 2008 ■ 2009 ■ 2010 ■ 2011 ■ 2012 ■ 2013 12014 . 2015 ■ 2017 ■ 2018 Hi -Way Liquors Sales Report 12/31/2018 Beer Month 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 CYM-LYM Y -T -D Jan $ 122,218.36 $ 157,849.78 $ 146,246.32 $ 143,906.08 $ 149,406.45 $ 160,903.32 $ 173,814.13 $ 191,370.26 $ 176,483.68 $ 174,846.99 $ 198,202.11 13.4% 13.4% Feb 121,734.33 137,055.23 140,624.54 150,075.08 150,589.28 162,865.75 161,168.63 164,508.11 175,055.27 179,346.12 187,042.58 4.3% 8.8% Mar 138,889.05 155,196.13 164,157.70 163,595.55 203,957.25 192,607.52 185,325.68 192,955.79 199,141.66 208,926.70 233,971.24 12.0% 10.0% Apr 146,613.65 178,834.20 189,978.23 194,504.16 179,486.77 186,134.31 198,195.77 219,756.39 228,133.10 234,069.51 224,348.27 -4.2% 5.8% May 201,232.14 210,097.48 223,678.47 208,963.65 227,664.73 234,738.30 256,188.77 259,306.91 250,403.11 262,275.25 306,245.55 16.8% 8.5% Jun 193,801.97 207,793.83 206,043.42 224,769.03 259,671.21 243,389.79 238,322.11 263,421.95 263,264.15 296,531.85 309,163.93 4.3% 7.6% Jul 226,317.96 229,199.79 260,971.50 258,734.60 253,648.64 273,319.54 265,555.32 301,867.65 296,513.68 315,848.83 314,343.95 -0.5% 6.1% Aug 226,653.65 203,222.86 211,996.32 216,546.53 242,179.20 281,577.25 267,802.95 253,141.21 250,255.41 268,173.42 292,626.23 9.1% 6.5% Sep 166,679.60 183,586.32 183,865.70 199,170.24 208,974.88 202,213.80 211,854.94 233,215.56 238,333.55 270,898.13 257,557.44 -4.9% 5.1% Oct 176,382.34 179,873.10 190,893.27 180,043.06 187,386.57 191,764.20 210,454.13 234,882.09 224,253.93 228,484.62 230,112.85 0.7% 4.7% Nov 158,322.50 154,584.13 168,265.14 171,866.27 195,276.37 192,162.71 202,081.91 207,055.40 213,333.23 222,993.99 238,870.03 7.1% 4.9% Dec 187,691.06 190,655.19 203,080.13 216,560.71 224,952.83 217,491.21 234,178.12 241,996.27 253,223.11 271,457.72 281,924.05 3.9% 4.8% 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 $ 2,933,853.13 $ 3,074,408.23 Change $ 121,411.43 $ 101,852.70 $ 38,934.22 $ 154,459.22 $ 55,973.52 $ 65,774.76 $ 158,535.13 $ 4,916.29 $ 165,459.25 $ 140,555.10 Change % 5.9% 4.7% 1.7% 6.6% 2.3% 2.6% 6.1% 0.2% 6.0% 4.8% Monthly Beer Sales $350,000 $300,000 $250,000 $200,000 $150,000 $100,000 $50,000 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec ■ 2008 ■ 2009 ■ 2010 ■ 2011 ■ 2012 ■ 2013 .2014 ■ 2015 ■ 2017 ■ 2018 Hi -Way Liquors Sales Report 12/31/2018 Liquor Month 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 CYM-LYM Y -T -D Jan $ 73,930.87 $ 92,370.42 $ 91,472.50 $ 91,279.01 $ 93,085.69 $ 103,977.89 $ 113,943.25 $ 118,577.85 $ 118,211.20 $ 114,509.99 $ 133,589.33 16.7% 16.7% Feb 74,261.89 83,513.27 85,484.92 96,541.21 92,489.93 106,387.16 107,609.55 112,198.85 113,060.59 117,361.15 128,952.50 9.9% 13.2% Mar 78,870.42 88,569.65 93,133.42 101,047.04 112,244.43 124,487.55 116,316.49 118,269.49 118,839.79 131,238.09 151,716.52 15.6% 14.1% Apr 76,735.80 90,627.19 95,025.54 110,898.81 98,080.67 113,594.37 115,579.47 123,841.34 126,073.89 130,114.53 136,883.13 5.2% 11.7% May 103,409.29 102,041.75 106,395.62 111,586.59 114,299.35 127,622.31 135,370.38 140,116.66 129,009.36 142,237.28 160,936.65 13.1% 12.1% Jun 91,805.81 103,580.02 102,086.20 115,136.72 128,604.32 124,019.90 120,291.71 136,716.81 135,763.26 147,813.59 168,769.36 14.2% 12.5% Jul 105,782.85 118,883.98 122,861.98 130,624.19 123,672.73 139,270.04 139,967.77 155,436.54 150,173.35 160,220.37 170,108.99 6.2% 11.4% Aug 106,489.25 103,977.01 101,487.43 113,869.37 126,065.14 141,197.73 138,660.76 136,440.40 135,841.14 144,263.78 164,013.08 13.7% 11.7% Sep 88,448.34 94,335.50 94,528.17 103,373.64 109,153.56 107,605.71 115,119.19 129,195.42 130,101.01 143,252.37 147,649.35 3.1% 10.7% Oct 97,046.60 102,236.90 102,983.14 103,533.14 106,326.73 116,677.74 124,271.15 140,198.97 128,290.50 145,864.34 150,852.02 3.4% 9.9% Nov 97,348.39 90,996.73 102,298.02 105,501.75 120,127.29 126,412.24 134,241.85 132,261.11 134,208.12 149,468.96 167,360.12 12.0% 10.1% Dec 135,221.23 143,684.12 153,690.60 159,717.50 172,370.96 175,523.36 184,746.26 190,944.24 205,335.83 213,217.73 229,121.92 7.5% 9.8% 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 $ 1,739,562.18 $ 1,909,952.97 Change $ 85,465.80 $ 36,631.00 $ 91,661.43 $ 53,411.82 $ 110,255.21 $ 39,341.83 $ 88,079.85 $ (9,289.64) $ 114,654.14 $ 170,390.79 Change % 7.6% 3.0% 7.3% 4.0% 7.9% 2.6% 5.7% -0.6% 7.1% 9.8% $250,000 $200,000 $150,000 $100,000 $50,000 Jan Feb Mar Monthly Liquor Sales Apr May Jun Jul Aug Sep Oct Nov -t ■ 2008 ■ 2009 ■ 2010 ■ 2011 ■ 2012 ■ 2013 ■ 2014 ■ 2015 ■ 2017 ■ 2018 Dec Hi -Way Liquors Sales Report 12/31/2018 Wine Month 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 Jan $ 30,700.42 $ 41,810.19 $ 43,324.18 $ 48,437.59 $ 50,238.83 $ 54,949.83 $ 59,391.16 $ 61,128.65 $ 60,454.56 $ 57,275.16 $ Feb 33,407.17 39,410.85 42,230.84 52,847.05 54,642.27 60,573.12 57,228.51 62,600.47 64,797.38 58,664.45 Mar 47,603.93 45,525.38 46,165.18 54,639.16 57,735.22 77,810.58 66,425.24 67,121.51 71,840.82 64,286.75 Apr 31,755.42 48,303.48 61,146.04 62,289.18 57,973.74 79,736.19 63,101.05 63,285.56 61,268.24 69,415.79 May 38,522.75 40,963.86 45,733.08 68,701.95 78,740.40 62,491.07 92,083.62 109,512.94 87,333.35 82,724.29 Jun 31,796.95 37,522.00 44,211.14 49,089.65 56,607.74 59,523.15 54,270.56 59,036.14 54,889.39 58,623.08 Jul 36,909.44 41,813.65 48,334.93 49,664.45 54,467.20 57,115.44 57,743.98 66,029.11 60,750.62 64,034.24 Aug 35,932.62 41,333.00 46,871.28 53,172.68 61,825.30 64,057.61 62,446.04 63,546.01 60,015.78 66,304.12 Sep 33,830.69 39,798.20 47,859.52 53,916.37 60,317.17 59,121.12 59,409.30 62,210.27 65,294.31 68,220.79 Oct 45,750.04 48,422.79 58,081.87 60,949.40 66,423.82 75,606.28 63,659.41 70,038.32 89,005.29 70,516.61 Nov 50,106.64 66,331.86 71,928.30 85,933.28 97,249.52 96,824.40 117,402.23 122,947.90 83,896.45 109,969.88 Dec 75,866.80 84,285.84 101,676.19 109,267.01 116,610.70 113,008.24 115,617.50 120,274.96 129,536.28 124,115.79 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 $ 889,082.47 $ 894,150.95 $ Change $ 83,338.23 $ 82,041.45 $ 91,345.22 $ 63,924.14 $ 47,985.12 $ 7,961.57 $ 58,953.24 $ (38,649.37) $ 5,068.48 $ Change % 16.9% 14.3% 13.9% 8.5% 5.9% 0.9% 6.8% -4.2% 0.6% Monthly Wine Sales $140,000 $120,000 $100,000 $80,000 $60,000 $40,000 $20,000 Jan Feb Mar Apr May Jun ■ Jul Aug Sep Oct Nov Dec 2018 60,047.20 62,027.36 74,221.20 93,299.96 61,684.97 61,777.09 64,494.29 67,701.51 59,923.84 70,894.54 107,567.02 120,746.12 904,385.10 10,234.15 1.1% ■ 2008 ■ 2009 ■ 2010 ■ 2011 ■ 2012 ■ 2013 ■ 2014 ■ 2015 ■ 2017 ■ 2018 CYM-LYM Y -T -D 4.8% 4.8% 5.7% 5.3% 15.5% 8.9% 34.4% 16.0% -25.4% 5.7% 5.4% 5.6% 0.7% 5.0% 2.1% 4.6% -12.2% 2.7% 0.5% 2.4% -2.2% 1.8% -2.7% 1.1% $6.5 $6.0 $5.5 $5.0 H C C0 G $4.5 $4.0 $3.5 $3.0 Liquor Store Sales - Rolling 12 Month Periods z a c �' z v c �' z v c �' z a c �' z v c �' z a �' z v c �' z a c �' z v �' z � v v—-0 o v v—-0 o v v—-0 o v v—-0 o v v—-0 o v v—-0 o v v—-0 o v v—-0 o v v—-0 o v v—-0 o l0 0 N W Ln 00 Sunday Liquor Store Sales $40 $35 $30 v $25 c O $20 0 F $15 $10 $5 I 1111111 IIII � II ������� �� IIIIIIIII �� \ \ \ \ \ \ \ \ d \ Y \ Y \ \ \ \ Y \ O O O O r \ N \ N OO O O X 0 0 O O O O O O O O O O O O O O O O O O O O O O N N N O N N N O O N N N D W Z W OD 00 00 OD 00 OD OD 00 O O O O O O O O O W W W W 00 W W W W W W W W W W W W W W W W W W OD OD OO OD F+ F+ OD F+ F+ OO OD F+ W W W W W W W W W Sunday Liquor Store Sales $700,D00 $MD00 ■ 1 $5ao,000 ■ $300,000 $2,000 f $190,000 O o 4 4 0 0 4 4ry 0 4 Cry ` Cry ` ------------ ry ` o O O o 0 0 o v v v 4 v v v 4 C v v v lz�\ Z�i\ \ \ lz!\ c Q Q \ \ \ \ \ \ \ \ \ ry \ ry N \ \ N \ \ \ N \ rV \ n \ n \ \ \ \ I Gm\ pp 8'r 4 ~ =\ \ \ N m Sunday Liquor Store Sales - 2018 Date Sales $ # of Sales Avg Sale 1/7/2018 $ 7,744.72 359 $ 21.57 1/14/2018 $ 13,123.30 532 $ 24.67 1/21/2018 $ 16,323.57 693 $ 23.55 1/28/2018 $ 7,708.57 357 $ 21.59 2/4/2018 $ 18,004.31 713 $ 25.25 Inventory $ - 0 2/18/2018 $ 8,870.49 407 $ 21.79 2/25/2018 $ 7,097.89 347 $ 20.46 3/4/2018 $ 9,385.31 430 $ 21.83 3/11/2018 $ 8,190.34 387 $ 21.16 3/18/2018 $ 7,431.03 370 $ 20.08 3/25/2018 $ 9,764.57 415 $ 23.53 Easter $ - 0 $ - 4/8/2018 $ 9,233.62 421 $ 21.93 4/15/2018 $ 7,861.52 355 $ 22.15 4/22/2018 $ 11,110.42 512 $ 21.70 4/29/2018 $ 11,460.82 475 $ 24.13 5/6/2018 $ 12,884.37 552 $ 23.34 5/13/2018 $ 12,592.76 533 $ 23.63 5/20/2018 $ 10,597.52 471 $ 22.50 5/27/2018 $ 23,419.60 837 $ 27.98 6/3/2018 $ 10,829.89 355 $ 30.51 6/10/2018 $ 9,794.81 422 $ 23.21 6/17/2018 $ 13,004.48 549 $ 23.69 6/24/2018 $ 10,258.74 459 $ 22.35 7/1/2018 $ 10,696.67 443 $ 24.15 7/8/2018 $ 11,007.45 478 $ 23.03 7/15/2018 $ 10,390.69 464 $ 22.39 7/22/2018 $ 10,799.09 471 $ 22.93 7/29/2018 $ 10,465.02 464 $ 22.55 8/5/2018 $ 11,187.45 497 $ 22.51 8/12/2018 $ 11,947.46 536 $ 22.29 8/19/2018 $ 10,228.14 459 $ 22.28 8/26/2018 $ 10,141.46 450 $ 22.54 9/2/2018 $ 18,228.13 717 $ 25.42 9/9/2018 $ 9,199.02 463 $ 19.87 9/16/2018 $ 10,365.36 490 $ 21.15 9/23/2018 $ 10,351.25 443 $ 23.37 9/30/2018 $ 9,384.91 463 $ 20.27 10/7/2018 $ 11,196.84 485 $ 23.09 10/14/2018 $ 9,634.98 430 $ 22.41 10/21/2018 $ 8,799.81 424 $ 20.75 10/28/2018 $ 10,899.72 472 $ 23.09 11/4/2018 $ 10,953.15 456 $ 24.02 11/11/2018 $ 13,632.42 495 $ 27.54 11/18/2018 $ 13,149.35 534 $ 24.62 11/25/2018 $ 11,363.74 490 $ 23.19 12/2/2018 $ 10,645.68 463 $ 22.99 12/9/2018 $ 12,925.01 551 $ 23.46 12/16/2018 $ 12,072.39 469 $ 25.74 12/23/2018 $ 35,736.05 993 $ 35.99 12/30/2018 $ 20,241.10 659 $ 30.71 $ 592,334.99 24710 Average $ 11,846.70 494.2 $ 23.97 CITY OF Monticello MONTICELLO COMMUNITY CENTER Transactions and visits Year to date (12.31.18), the MCC processed 83,776 transactions, which is 6,085 more transactions than last year. The MCC year to date revenue is $1,897,367, which is an increase of $110,888 from 2017. Year to date member visits are 133,581 compared to 111,331 last year. We finished out the month of December with 5,503 members compared to 5,423 in 2017. Programs and events We have been very busy with room rentals and events this month. We have two lock -ins scheduled for January. The Mississippi Room has been recently scheduled with the Chamber Banquet, weddings, a Swan River MS concert and movie night, company parties, MnDot meetings, an 1-94 meeting, the Sportsman's Club banquet and a Swan River Dance. That is just the highlights in that room. The other rooms remain busy with businesses and personal rentals. Our Member Services Manager receives an average of 30 calls per day from customers looking to book room or needing more information on our rentals, so that is fantastic. New memberships and renewals have been coming in. We have added two guest passes for each renewal that comes in before their expiration date. We hope that this is a little incentive to bring in their postcard and renew on time. This also gives members a chance to show off our fabulous facility to their friends or family. We had a lull in birthday parties in December with the holidays, but now that room is back to being booked every Friday night, Saturday with 3 parties and also Sunday with 3 parties. We often hear how we offer a complete affordable package compared to our competition. Building improvements Air handler replacement project: Units have been placed rooftop MCC 12/31 YTD Activity 160000 Council Connection — 01/28/19 140000 120000 100000 80000 60000 40000 20000 0 YTD Transactions YTD Member Visits $2,000,000 $1,800,000 $1,600,000 $1,400,000 $1,200,000 $1,000,000 $800,000 $600,000 $400,000 $200,000 6000 5000 4000 3000 2000 1000 0 ■ 2016 ■ 2017 ■ 2018 MCC 12/31 YTD Revenue ■ 2016 ■ 2017 ■ 2018 MCC 12/31 Members ■ 2016 ■ 2017 ■ 2018 CITY OF mo�ii�effo PUBLIC WORKS DEPARTMENT: ENGINEERING The Engineering Division's primary goal is to ensure that the City's infrastructure is able to meet the needs of the residents and visitors. Here are a few of the key items that have been happening within the Engineering Division. • Pavement Management A full assessment of the City's 73 miles of pavement was completed in 2018 and the results showed that the average PCI is 87.57 for the system which falls in the very good category as shown in Figure 1. The system was last assessed in 2012 and it resulted in an average rating of 79.26. The increase is likely a result of the recent roadway reconstruction projects that the City has undertaken. A few options for maintaining the City's pavement are being developed and these options will be presented to council along with funding options in the next couple of months. lb.ldlth}n Ray lmi hl rn..clith5d V0 Category P4wa 7- ormm�d 4w dlkan Grte r- • ADA Transition Plan J^n +E. 50 2S Staff is nearing completion of the ADA transition plan for the City's right-of-way and facilities. Staff is currently working on the facilities portion and anticipates bringing this to council in February for a public hearing and feedback. SCADA Upgrades Currently we are developing an RFP for a needs assessment for updating the supervisory control and data acquisition (SCADA) systems for both the water and sewer systems. This assessment will look at options for possibly combining systems for both utilities and to develop accurate cost estimates to develop a funding plan for these improvements. The goal is to have a recommendation to council to select a consultant for this work in March. Dynamic Speed Signs Wright County installed dynamic radar feedback speed signs on CSAH 75 on the east and west edges of the City where the speed limit changes to 30 mph. Another speed sign is proposed for CSAH 39/Golf Course Road where the speed limit also transitions to 30 mph. Council Connection - mm/dd/yy • Walnut Street Improvements On January 7 an open house was held for the Walnut Street Improvements project that is scheduled for this summer. The City's consultant Bolton and Menk, Inc. presented their preliminary options for improvements at the intersection of Walnut Street and Broadway Avenue as well as Walnut Street and River Street. The adjacent impacted businesses were in attendance and feedback was received. Overall the feedback appeared to be favorable. The primary goal appeared to be to limit the parking impacts of the project. The consultant is refining the draft plans and cost estimates which will be presented to council at a work session in the near future. Washington/Broadway Pedestrian Improvements Staff has developed a preliminary plan for pedestrian improvements at the intersection of Broadway and Washington. A consultant will be utilized to develop bid documents for this project with the hope of constructing the improvement this summer. Ci oam Fod snip Eacl 4M1 91 pd6 1n51a1 now HHFH '—Fa;ralgeshrq 119BhH Aad Pedntri rrlupe an& RRra ;;', � ����}.fes•- `� . fY W ,-- kasl and r*w - RRFB 115WhM] "I pi col-mr1ta4e PARKS DEPARTMENT The Parks Department's primary goal is to maintain the City's park and pathway facilities, which include cemeteries, picnic shelters, playgrounds, sports fields, etc. Here are a few of the key items that have been happening within the Parks Department: • Chipping requests • Cemetery; selling and locating graves • Locating Riverside grave lot pins • Equipment/vehicle repairs • Park rental setups • Routine building maintenance • Chipping Requests • Snow plowing • Outdoor Rink maintenance • Sledding hill maintenance • Warming House cleaning Council Connection - mm/dd/yy Updates: • Fred's/Arts building: Work is in progress on converting the old Fred's Auto site for use as the new Monti Arts building. • Sprina Tree Proaram: The spring tree flyer will be sent out with the February utility bills. Five varieties of trees are available for purchase this year and the tree orders are due by March 15. Orders are limited to city residents only. • Bertram Athletic Complex Bids: The Advertisement for Bids has been posted for Phase 1 of the Bertram Chain of Lakes Regional Athletic Complex. Bids are due on February 5 at 11 a.m. • Green Expo: Staff attended the Green Expo on January 17tH STREETS DEPARTMENT The Streets Department's primary goal is to maintain the City's roadway network which includes the stormwater infrastructure in a safe and efficient manner. Here are a few of the key items that have been happening within the Streets Department • New Banners have been installed on light poles along TH 25, Broadway and Walnut Streets. • Christmas Tree Pickup was completed on January 11, 2019. • Transition has begun moving equipment, construction signs and street light parts from the old Biosolid farm site to the city -owned farm on Edmonson Avenue. The move out of the gray shed must be completed by March 29. • We have begun the process of replacing the old 6" street name signs in the SE Quad with the new 9" high intensity reflective signs Snow Plow Report: • Average temp for December was 23 degrees. • Snow fall totaled 8 inches. • Plow crews were dispatched for 4 events. UTILITIES DEPARTMENT The Utilities Department's primary goals are to provide for safe, reliable, and clean drinking water and to provide safe and efficient collection of wastewater without impacting the environment. Here are a few of the key items that have been happening within the Utilities Department: • Reading meters and service requests • Televising storm sewer in the NW Quad • Well and booster pump maintenance CITY OF Monticello RECEPTION/CITIZEN SERVICES Help Desk Summary for 2018 The Help Desk on the city website provides a convenient option for citizens to communicate with city offices and for city staff to address questions and concerns, all while providing opportunities to track the data. Help Desk users have the option to originate inquiries directly to City Hall, Public Works, or DMV. Overall, the use of the Help Desk rose in 2018; there were 625 inquiries last year compared to 557 in 2017. The largest increase in inquiries were for the building department. The increase for the building department, based on the content of the inquiries, is in part due to the fact that more people are using the website to submit permits and rental license applications as well as an increase in construction. Finally, please note that the "other" category includes topics such as social concerns, visitor information, and general community services in Monticello. There is an increase in the number of inquiries in this category for 2018. The following topics were the most frequently received in 2017 and 2018: Attached is the graph comparison of inquiries for 2017 - 2018. 2017 # of 2018 # of Concern Topics Concerns Concerns Animal Control 42 37 Blight/Nuisance 29 51 Building Permit Application 46 76 Building & Rental Ordinance Inquiries 46 56 Engineering 19 17 Events 13 37 Fire Department 13 10 Liquor/Massage Therapy/Business License 18 14 Misc Land Use/Zoning Inquiries 40 18 Other 9 30 Permanent Sign Permit Applications & Inquiries 16 9 Public Works — Parks/Streets/Water 97 80 Rental License Applications 21 9 Water/Sewer/Garbage Utility Bill Inquiries 87 77 Website 16 5 Attached is the graph comparison of inquiries for 2017 - 2018. Wil] 80 70 HU 50 40 30 20 10 W Help Desk (CSD) Total Number of Inquiries: 2017 vs 2018 Jan Feb Mar Apr May Jun July Aug Sep Oct Nov uec Number of Inquiries 2017 Number of Inquiries 2018 DEPARTMENT OF TRANSPORTATION DATE: January 21, 2018 TO: Minnesota Environmental Quality Board Distribution List FROM: Claudia Dumont, Minnesota Department of Transportation(MnDOT) SUBJECT: 1-94 Reconstruction from Clea rwatertoAlbertville (SP 8680-173) Environmental Assessment/Environmental Assessment Worksheet — Notice of Availability Enclosed please find the Environmental Assessment (EA)/Environmental Assessment Worksheet (EAW) for the I- 94 Reconstruction from Clearwaterto Albertville project (State Project 8680-173). The proposed project includes reconstruction of 1-94eastbound and westbound from Trunk Highway(TH) 24 in Clearwaterto CSAH 37 in Albertville. This environmental document also evaluates the addition of a third lane both eastbound and westbound 1-94 between Clearwater and Albertville. The total project length is approximately 24.2 miles. Due to length and funding constraints, this corridor has been divided into segments. Major construction between Clearwater and Monticello is anticipatedto begin in 2020 and last twoconstruction seasons; with some minor construction (i.e. temporary pavement and crossovers) starting late in 2019. The segment between Monticello and Albertville is unfunded at the current time. This EAwas prepared as a part of the National Environmental Policy Act (NEPA) process and state environmental review process to fulfill requirements of both 42 USC § 4332 and Minnesota Statutes Chapter 116D. At the federal level, the EA is used to provide sufficient environmental documentation to determine the need for an Environmental Impact Statement (EIS) or that a Finding of No Significant Impact (FONSI) is appropriate. This document also serves as an Environmental Assessment Worksheet (EAW). Minnesota Rules, part 4410.1300 allows the EA to take the place of the EAW form, provided that the EA addresses each of the environmental effects identified in the EAW form. This EA includes each of the environmental effects identified in the EAW form. It is used to provide sufficient environmental documentation to determine the need for a state EIS or that a Negative Declaration is appropriate. The Minnesota Department of Transportation is the proposer and Responsible Governmental Unit (RGU) for this project. Preparation of an EAW is considered mandatory under Minnesota Rules, part 4410.4300, subpart 22, item B. This document is made available for public review and comment in accordance with the requirements of 23 CFR 771.119(d) and Minnesota Rules, part 4410.1500 through 4410.1600. Copies of the EA/EAW are being distributed toagencies on the current Minnesota Environmental Quality Board distribution list and other interested parties. The EA/EAW can be accessed electronically on MnDOT'swebsite at http://www.dot.state.mn.us/i94-mg-clearwater/. Itwill also be available in hard copy atthe following locations: • MnDOT- 3725 12th Street North, Saint Cloud, MN 56303 • Great River Regional Library, Saint Cloud -1300 West St. Germain St, Saint Cloud, MN 56301 • Great River Regional Library, Monticello - 200 W 6th St, Monticello, MN 55362 • Great River Regional Library, St. Michael - 11800 Town Center Dr, St Michael, MN 55376 • Great River Regional Library, Clearwater -740 ClearwaterCtr, Clearwater, MN 55320 DEPARTMENT OF � TRANSPORTATION A public hearing on the EA/EAW will be held on January 29, 2019 from 6:00 p.m. to 8:00 p.m. at the Monticello Community Center (North Mississippi Room) located at 505 Walnut Street, Monticello, MN 55362. Verbal and written comments will be recorded. Written comments on the EA/EAW will be accepted through February 20, 2019 and should be directed to: Claudia Dumont Project Manager MnDOT 3725 12th Street N Saint Cloud, MN 56303 Claudia. Dumont@state.mn. us Enclosure: 1-94 Reconstruction from Clearwater to Albertville project Environmental Assessment/Environmental Assessment Worksheet (January 2019) 4thQuarter 2018 (October, November, and December) 2017 Activity 2842 Calls For Service assigned in Monticello 1739 Cases Assigned to Patrol Property Crimes: 3 Burglaries 21 Damaged to Property 40 General Thefts 8 Thefts from Vehicle 57 Gas Drive Offs 32 Shoplifting 15 Drug Complaints 34 Juvenile Complaints 108 Motor Vehicle Crashes (6 involved injuries) 6 Assault Complaints 61 Domestic Disturbance Complaints 662 Traffic Stops 425 Total Citations Issues 53 Individuals Arrested/Booked into Jail 2018 Activity 3302 Calls For Service assigned in Monticello 1793 Cases Assigned to Patrol Property Crimes: 6 Burglaries 18 Damaged to Property 47 General Thefts 3 Thefts from Vehicle 49 Gas Drive Offs 35 Shoplifting 16 Drug Complaints 46 Juvenile Complaints 92 Motor Vehicle Crashes (6 involved injuries) 4 Assault Complaints 51 Domestic Disturbance Complaints 992 Traffic Stops 522 Total Citations Issues 52 Individuals Arrested/Booked into Jail Patrol Division 3302 Calls For Service that resulted in 1793 Cases assigned to the Patrol Division in the 4t" Quarter of 2018. Criminal Investigation Division 43 cases were assigned to the Criminal Investigation Division during the 4th Quarter of 2018. Sex Crimes, Fraud, Theft, Burglaries, and Assault/Abuse were the majority f the cases assigned to Detectives during the 4t" Quarter. The Forensic Examiners assisted in (1) case during the city of Monticello during the 4t" Quarter. Major Crime Investigation Unit (MCIU) 8 cases were assigned to the Major Crimes Investigation Unit during the 4th Quarter of 2018. MCIU Members assisted in investigating burglaries, sex crimes, thefts, and a recovered stolen vehicle during the 4t" quarter. School Resource Officer (SRO) 88 cases were assigned to the School Resource Officer Division during the 4th Quarter of 2018. SRO's investigated Juvenile Complaints, Disorderly Persons(s), threats, trespass, medicals, suspicious circumstances, thefts, and harassments during the 4t" Quarter of 2018. Special Investigation Unit (SIU) SIU Agents assisted with several Vehicle Forfeitures as a result of traffic stops that had been conducted by Patrol Units during the 4t" Quarter of 2018. Several drug cases are being investigated but no Drug Search Warrants were executed during the 4t" Quarter of 2018. Wright County Sheriff's Office Open House When: Friday June 7t" 2019 Location: Our Facility- 3800 Braddock Ave NE.. Buffalo Time: 10:00 am -1:00 pm This Photo CC BY -SA Wright County Sheriff's Office (763)682-7600 Contact: Lieutenant Eric L Kunkel (763)682-7618- Office (763)238-3728- Cell Eric.Kunkel@co.wright.mn.us �,.r ti in r ti .�� C.V T :r