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City Council Agenda Packet 04-10-2023AGENDA REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, April 10, 2023 — 6:30 p.m. Mississippi Room, Monticello Community Center CITY COUNCIL WORKSHOP Monticello Community Center 5:15 p.m. Discussion on City Council Initiatives Mayor: Lloyd Hilgart Council Members: Charlotte Gabler, Tracy Hinz, Lee Martie, Sam Murdoff 1. General Business A. Call to Order & Pledge of Allegiance B. Proclamation: Arbor Day C. 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. D. Approval of Meeting Minutes • Regular Meeting Minutes from March 27, 2023 E. 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, except for referral to staff for future report. F. Public Service Announcements/Updates • City Announcements G. Council Liaison Update • Planning Commission • IEDC 2. Consent Agenda — All items listed on the Consent Agenda are considered standard or may not need discussion prior to approval. These items are acted upon by one motion unless a councilmember, the city administrator, or a citizen requests the item by removed from consent for additional discussion. A. Consideration of approving payment of bills B. Consideration of approving new hires and departures for City departments C. Consideration of approving the sale/disposal of surplus city property D. Consideration of approving application for a charitable gambling permit for the Church of St. Henry for their fall festival on August 27, 2023 E. Consideration of adopting Resolution 2023-33 approving plans, specifications and advertisement of bids for the Pinewood Elementary Safe Routes to School Project F. Consideration of approving grant agreement with Wright County G. Consideration of adopting Resolution 2023-32 authorizing a purchase agreement for the acquisition of 207 East River Street in the amount of $327,500 H. Consideration of approving a request for a Conditional Use Permit for Cross/Joint Parking Easement in the Broadway Sub -District of the Central Community District (CD). Applicant: City of Monticello 2A. Consideration of items removed from the consent agenda for discussion 3. Public Hearings 4. Regular Agenda S. Adjournment celeb AAWorfCWay. Whereas, In 1872, J. Sterling Morton proposed to the Nebraska Board of Agriculture that a special day be set aside for the planting of trees, and Whereas, this holiday, called Arbor Day, was first observed with the planting of more than a million trees in Nebraska, and Whereas, Arbor Day is now observed throughout the nation and the world, and Whereas, trees can reduce the erosion of our precious topsoil by wind and water, cut heating and cooling costs, moderate the temperature, clean the air, produce life-giving oxygen, and provide habitat for wildlife, and Whereas, trees are a renewable resource giving us paper, wood for our homes, fuel for our fires and countless other wood products, and Whereas, trees in our city increase property values, enhance the economic vitality of business areas, and beautify our community, and Whereas, trees, wherever they are planted, are a source of joy and spiritual renewal. Now, Therefore, I, Lloyd Hilgart , Mayor of the City of Monticello, Minnesota , do hereby proclaim April 28, 2023 as IDAsbor Day In the City of Monticello , and I urge all citizens to celebrate Arbor Day and to support efforts to protect our trees and woodlands, and I urge all citizens to plant trees to gladden the heart and pomote the well-being of this and future generations. Further, Dated this 28th Signed by: Mayor day of April, 2023 In honor of Arbor Day, Monticello Parks, Arts & Recreation is giving away Free Spruce Tree Seedlings at the Monticello Community Center on April 28! The department is also offering five varieties of trees in our Spring Tree sale. These are bare root nursery quality trees at a deep discount. The sale is open to all and trees are still available to order online today through the city website.Tree pickup is on Saturday, April 29 at the Park Shop on West 6th Street. CITY OF Monti*ceRo PARKS, ARTS & RECREATION ArDorL) ay OW�veaw* v FREE SPRUCE TREE SEEDLINGS April 28 1 Monticello c:ommu nity Center • Learn about EAB in Trees • Tree Seedling Giveaway ■ ■ 1 . . N • REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, March 27, 2023 — 6:30 p.m. Mississippi Room, Monticello Community Center Present: Lloyd Hilgart, Charlotte Gabler, Tracy Hinz, Lee Martie and Sam Murdoff Absent: None. 1. General Business A. Call to Order & Pledge of Allegiance Mayor Hilgart called the meeting to order at 6:30 p.m. B. Approval of Agenda Councilmember Gabler moved approval of the agenda. Councilmember Martie seconded the motion. Motion carried unanimously. C. Approval of Meeting Minutes • Regular Meeting Minutes from March 13, 2023 Councilmember Martie moved approval of the minutes. Councilmember Gabler seconded the motion. Motion carried unanimously. D. Citizen Comments Pamela Becker, Silver Creek Township, commented on the leak at the Xcel Nuclear Power Plant. She expressed her concerns and lack of trust in Xcel Energy that they can actually contain tritium. She also commented that nuclear is not a safe power source nor renewable. E. Public Service Announcements • The Monticello Royal Ambassadors (Lexi Kothenbeutel and Julie Ziebarth) were introduced by Liz Calpas. The ambassadors gave a brief presentation to the City Council on the program. • Haley Foster, Communications Coordinator, gave an update on the following: - Easter Hours - Spring Wine Sale - Spring Hydrant Flushing - Riverside Cemetery Cleanup - Spring Leaf Pick Up - Spring Egg Dive Registration City Council Minutes: March 27, 2023 Page 1 1 5 - Spring Swimming Lessons - Kids Lifting Certification Classes • Rachel Leonard, City Administrator, and John Marshal, Xcel Energy, both address the City Council and the public on the recent leak at the Monticello Xcel Nuclear Plant. F. Council Liaison Updates • CMRP — Rachel Leonard, City Administrator, gave an update of the meeting held March 23. The partnership continues to examine their legal structure moving forward to best meet the goals of the group. They are looking at whether they retain the joint powers agreement or move toward a non-profit status. • Parks, Arts, & Recreation Commission — Councilmember Murdoff noted that officers were selected. There was discussion about an outdoor fitness court and a possible grant to fund it. MontiArts gave an update on grants and activities. G. Department Updates • Animal Control Update—Animal Control Officer Randi O'Keefe Krier, gave an update on the City's animal shelter program. She gave data on contracted cities, total numbers of dogs and cats picked up, animal reclaim rates, revenue, dangerous dog reports, complaints, and animals disposed of. 2. Consent Agenda: Councilmember Gabler moved approval of the Consent Agenda. Councilmember Martie seconded the motion. Motion carried unanimously. A. Consideration of approving the payment of bills. Action taken: Approved the bill and purchase card registers for a total of $767,610.98. B. Consideration of approving new hires and departures for City departments. Action taken: Approved the hires for MCC and departures for Parks. C. Consideration of approving the sale/disposal of surplus city property. Action taken: No report this cycle. D. Consideration of adopting Resolution 2023-24 accepting a donation of $1,000 from the Monticello Lions for jackets for Fire Department. Action taken: Resolution accepting the donation was adopted. E. Consideration of adopting Resolution 2023-25 accepting a grant in the amount of $30,000 from the Central Minnesota Arts Board (CMAB) State Creative Support Grant for MontiArts. Action taken: Resolution accepting the grant was adopted. City Council Minutes: March 27, 2023 Page 2 1 5 Consideration of approving the appointment of Councilmember Murdoff as the Council liaison to the Bertram Chain of Lakes Advisory Council and Councilmember Martie as the alternate member. Action taken: Appointment was approved. G. Consideration of adopting Resolution 2023-26 accepting a grant from the Minnesota Department of Natural Resources in the amount of $30,000 for Ember Ash Borer management. Action taken: Resolution accepting the grant was adopted. H. Consideration of approving an amendment to the Monticello Zoning Ordinance related to Retail Rental Uses including, but not limited to Definition, Zoning Districts, and Standards. Applicant: Michelle Rice. Action taken: Adopted Ordinance 802 for Amendment to the Monticello Zoning Ordinance related to Retail Rental Uses, Section 153.012, Definitions, based on findings in Resolution No. PC -2023-07. Consideration of adopting Resolution 2023-27 amending Monticello 2040 Vision + Plan (Comprehensive Plan), Chapter 3, "Land Use, Growth and Orderly Annexation", re -guiding certain parcels from their existing Industrial designations to alternative Industrial, Employment, and Commercial categories, and adopting Resolution 2023-28 amending the text of the Plan to add flexibility for implementation of the Plan's goals and land use objectives. Applicant: City of Monticello. Action taken: Adopted Resolution 2023-27 approving amendment to the Comprehensive Plan Land Use map and categories re -guiding certain properties from General Industrial to Light Industrial Park and amending the text of the Plan to add flexibility for implementation of the Plan's goals and land use objectives, based on findings in said resolution and adopted Resolution 2023-28 approving amendments to the Comprehensive Plan Land Use map and categories re -guiding certain properties from General Industrial to Regional Commercial for implementation of the Plan's goals and land use objectives based on findings in said resolution. Consideration of adopting Resolution 2023-29 amending the Monticello 2040 Vision + Plan (Comprehensive Plan), Chapter 3, "Land Use, Growth and Orderly Annexation", as related to future land use designations and map; and Consideration of rezoning 108 Thomas Circle from 1-1, Light Industrial District to Industrial Business Campus (IBC) District. Applicant: Darrin Juve. Action taken: City Council Minutes: March 27, 2023 Page 3 1 5 K. Consideration of approving a contract for professional services with Grittman Consulting, LLC and appointing Grittman Consulting, LLC as the City Planner. Action taken: Approved the contract. L. Consideration of adopting Resolution 2023-30 approving an amendment to the Deephaven 3 Development Contract for Development of Lot 2, Block 1, Deephaven 3. Action taken: Approved the amendment to Deephaven 3 Development Contract. M. Consideration of amending funding and construction agreement between Wright County and the City of Monticello. Action taken: Approved the amendment. N. Consideration of approving a contract with McDowall Company for replacement of the boilers for the library in the amount of $59,700. Action taken: Approved the contract. 0. Consideration of approving appointment of Lisa Bush to the Library Board for a seven-year term ending December 31, 2024. Action taken: Approved the appointment. 3. Public Hearings: 4. Regular Agenda: A. Consideration of approving Resolution 2023-31 formally commenting to the MOAA relating to a reauest for rezoning Droaerty within the MOAA adiacent to City boundaries. Applicant: City of Monticello Steve Grittman, NAC, presented the item and gave a brief overview. The applicant's proposal to the City of Monticello is the rezone the property, which is in the Monticello Orderly Annexation Area (MOAA), to B-2, the County's (and MOAA's) "General Business District." The MOAA agreement states the right for official City comment when rezonings in the MOAA are proposed. The five member MOAA board consists of two City members. Staff recommendation to the City Council is that they adopt a resolution rejecting the rezoning of the property to B-2, as the rezoning is inconsistent with the directives of the transition area as stated in the County's land use documents. In addition, the rezoning is inconsistent with the intent of the MOAA Agreement. The City Council discussed the item. Councilmember Murdoff questioned the extension of utilities. Mr. Grittman noted that utilities would be a part of a property being developed as urban land use and the City would want to make sure to avoid premature development before utility extensions are made to the City Council Minutes: March 27, 2023 Page 4 1 5 property. Mayor Hilgart added that it is more of a land use question than a utility extension question. The City would want to determine the zoning of the property, if annexed into the City, and served with utilities for the property's best use. He expressed his opinion that he doesn't support the rezoning of the property in the township because if it is annexed into the City, it will be zoned something guided by the City. He added that the City does not annex property without the existence of a development agreement. Mike Schneider, 6321 E. Broadway, is the applicant and he addressed the City Council and requested that the City support a change in the zoning. He commented that the rezoning matches the City's long range land use plan. Brian Cross, Attorney representing Mr. Schneider, 329 E. Hwy 12, Litchfield. Mr. Cross commented that it is difficult to attract developers since the property is currently zoned Agricultural. Mr. Grittman responded that the agreement between the City and the Township is that developers submit a proposal to the City and as part of the process the property would be rezoned to fit the proposal and land use and annexed into the City. The zoning is supposed to occur at the City level and not at township, per the MOAA agreement. There should be no confusion to developers as the process is spelled out. Councilmembers were in agreement that a rezoning could be supported if annexed into the City and that the City needs to follow the MOAA agreement with Monticello Township. Councilmember Gabler moved to adopt Resolution 2023-31 for recommendation to the Monticello Orderly Annexation Area Joint Planning Board for denial of rezoning to B-2, General Business of certain property within the MOAA Boundary. Councilmember Murdoff seconded the motion. Motion carried unanimously. 5. Adjournment: The meeting was adjourned at 7:51 p.m. Recorder: Jennifer Schreiber Approved: Attest: City Administrator City Council Minutes: March 27, 2023 Page 5 1 5 City Council Agenda: 4/10/2023 2A. Consideration of approving payment of bills Prepared by: Meeting Date: ® Consent Agenda Item Finance Director 4/10/2023 ❑ Regular Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to approve the bill and purchase card registers for a total amount of $602,071.06. 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. Budget Impact: N/A II. Staff Workload Impact: No additional work. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of bill and purchase card registers as presented. SUPPORTING DATA • Bill registers and purchase card registers Accounts Payable Computer Check Proof List by Vendor User: Debbie.Gulbrandson Printed: 04/03/2023 - 2:39PM Batch: 00203.03.2023 - 203.03.2023 Xcel/CPE Invoice No Description Amount Payment Date Acct Number Moiiii6effo Y Reference Vendor: 1102 CENTERPOINT ENERGY Check Sequence: 1 ACH Enabled: True 03/31/2023 5863599-6 - Animal Shelter 239.94 03/31/2023 101-42700-438100 03/31/2023 5828859-8 - Storage Garage 128.21 03/31/2023 101-41940-438100 03/31/2023 5864452-7 - Library 985.99 03/31/2023 101-45501-438100 03/31/2023 5837384-6 - Publc Works 2,581.58 03/31/2023 101-43127-438100 03/31/2023 6401745330-5 - 349 W Broadway 351.07 03/31/2023 101-45204-438100 03/31/2023 5788570-9 - Hi Way Liquor 1,269.91 03/31/2023 609-49754-438100 03/31/2023 5804618-6 - Parks (Fallon) 15.00 03/31/2023 101-45201-438100 03/31/2023 5768542-2 - MCC 11,472.50 03/31/2023 226-45126-438100 03/31/2023 5768542-2 - City Hall 496.11 03/31/2023 101-41940-438100 03/31/2023 5820786-1 - Public Works 395.28 03/31/2023 101-43127-438100 03/31/2023 5799425-3 - Public Works 1,132.45 03/31/2023 101-43127-438100 03/31/2023 5821009-7 - Parks 1,085.48 03/31/2023 101-45201-438100 03/31/2023 5768542-2 - National Guard 248.05 03/31/2023 101-42800-438100 03/31/2023 5768542-2 - Senior Center 186.04 03/31/2023 101-45175-438100 03/31/2023 8000015233-2 - WWTP 8,766.22 03/31/2023 602-49480-438100 03/31/2023 5806932-9 - Parks 184.22 03/31/2023 101-45201-438100 03/31/2023 5799427-9 - Public Works 259.21 03/31/2023 101-43127-438100 03/31/2023 11077481-7 - Fire Station 2,472.20 03/31/2023 101-42200-438100 03/31/2023 8235333-5 - DMV 149.98 03/31/2023 653-41990-438100 03/31/2023 5843395-4 - Facilities 179.16 03/31/2023 701-00000-438100 03/31/2023 6402462182-9 - Help Center 274.22 03/31/2023 701-00000-438100 03/31/2023 8235331-9 - DMV 259.18 03/31/2023 653-41990-438100 03/31/2023 6403095858-7 213 W Broadway (JOTL Monti J 333.04 03/31/2023 101-45204-438100 Check Total: 33,465.04 Vendor: 2050 DEMVI LLC Check Sequence: 2 ACH Enabled: True 3/25/2023 Parking Lot Maintenance - March 2023 213.86 03/31/2023 213-46301-443990 Check Total: 213.86 Vendor: 6041 HEALTHEQUITY INC Check Sequence: 3 ACH Enabled: True AP -Computer Check Proof List by Vendor (04/03/2023 - 2:39 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference 16433270 Participant Fee - March 2023 41.00 03/31/2023 101-41800-413500 40555912 FSA- Dependent Care 192.30 03/31/2023 101-00000-217200 Check Total: 233.30 Vendor: 5646 JACK HENRY & ASSOCIATES, INC. Check Sequence: 4 ACH Enabled: True 4242218 Client Account Fees - March 2023 48.62 03/31/2023 226-45122-443980 Check Total: 48.62 Vendor: 1593 MN DEPT OF REVENUE - ACH Check Sequence: 5 ACH Enabled: True February Feb Sales Tax - Liquor 45,008.99 03/31/2023 609-00000-208100 February Feb Sales Tax - Liquor 1.01 03/31/2023 609-49750-443990 February Feb Sales Tax - General 286.35 03/31/2023 101-00000-208100 February Feb Waste Tax - General 147.74 03/31/2023 101-00000-208120 February Feb Sales Tax - DMV 0.97 03/31/2023 653-00000-208100 February Feb Sales Tax - DMV 0.03 03/31/2023 653-41990-443990 February Feb Sales Tax - MCC 7,807.30 03/31/2023 226-00000-208100 February Feb Sales Tax - Water 1,102.34 03/31/2023 601-00000-208100 February Feb Sales Tax - General 1.27 03/31/2023 101-00000-362900 Check Total: 54,356.00 Vendor: 2405 WELLS FARGO - Monthly Charges/Returns Check Sequence: 6 ACH Enabled: True 03312023 Refund - Customer disputed Liquor CC charge, c 39.99 03/31/2023 609-49754-378110 03312023 Refund - Customer disputed Liquor CC charge, c 3.95 03/31/2023 609-00000-208100 Check Total: 43.94 Vendor: 1585 XCEL ENERGY Check Sequence: 7 ACH Enabled: True 03/31/23 51-6505911-8 -DMV 533.27 03/31/2023 653-41990-438100 03/31/23 51-6505911-8 - Facilities Mgmt 201.46 03/31/2023 701-00000-438100 03/31/23 51-6505915-2 - Parks 1,010.63 03/31/2023 101-45201-438100 03/31/23 51-6505911-8 -MCC 6,967.61 03/31/2023 226-45126-438100 03/31/23 51-6505911-8 - Animal Shelter 156.44 03/31/2023 101-42700-438100 03/31/23 51-6505911-8 - Library 1,185.23 03/31/2023 101-45501-438100 03/31/23 51-6505907-2 - Park Lots- auto 89.59 03/31/2023 101-43160-438100 03/31/23 51-6505907-2 - Parking Lots 173.51 03/31/2023 101-43160-438100 03/31/23 51-6505905-0 - Water 10,478.36 03/31/2023 601-49440-438100 03/31/23 51-6505915-2 - Ice Rink 33% 176.12 03/31/2023 601-49440-438100 03/31/23 ZZZNEP-IMPLEM- 51-6505908-3 22.34 03/31/2023 101-42500-438100 03/31/23 51-6505911-8 - City Hall 1,538.30 03/31/2023 101-41940-438100 03/31/23 51-6505914-1 - Shop/Garage 3,290.05 03/31/2023 101-43127-438100 03/31/23 51-6505911-8 - Fire Station 1,227.19 03/31/2023 101-42200-438100 AP -Computer Check Proof List by Vendor (04/03/2023 - 2:39 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference 03/31/23 51-7780310-4 - Bldg. Inspec. G 59.82 03/31/2023 101-41940-438100 03/31/23 51-0623082-8 - MontiArts 303.39 03/31/2023 101-45204-438100 03/31/23 51-6505915-2 - NSP- Softball 247.86 03/31/2023 101-45203-438100 03/31/23 51-6505911-8- Liquor Store 1,624.58 03/31/2023 609-49754-438100 03/31/23 51-6505906-1 - Sewer 1,824.42 03/31/2023 602-49490-438100 03/31/23 51-0395766-0 - Ramsey Pumphous 0.00 03/31/2023 601-49440-438100 03/31/23 51-6505911-8 - Senior Center 361.95 03/31/2023 101-45175-438100 03/31/23 51-6572904-0- WWTP 10,676.12 03/31/2023 602-49480-438100 03/31/23 51-6505915-2 - NSP- consc/sec. 26.71 03/31/2023 101-45203-438100 03/31/23 51-6505916-3 - Street Lights 15,512.26 03/31/2023 101-43160-438100 03/31/23 51-0371645-4 - SwanCam 0.00 03/31/2023 101-45201-438100 03/31/23 51-6505911-8 - National Guard 180.98 03/31/2023 101-42800-438100 03/31/23 51 -6505911 -8 -Parks Bldg 856.75 03/31/2023 101-45201-438100 03/31/23 51-13295413-8 - 103 Pine St 0.00 03/31/2023 213-46301-438100 03/31/23 51 -13295413 -8 -Parks 0.00 03/31/2023 101-45201-438100 03/31/23 51-13295413-8 - Water 0.00 03/31/2023 601-49440-438100 03/31/23 51-13295413-8 -Streets 0.00 03/31/2023 101-43120-438100 03/31/23 51-0013373403-2 - MontiArts 142.49 03/31/2023 101-45204-438100 03/31/23 Solar Reward Credit -7,425.54 03/31/2023 101-41310-362140 03/31/23 amount booked to AR -7,709.20 03/31/2023 101-00000-115030 Check Total: 43,732.69 Total for Check Run: 132,093.45 Total of Number of Checks: 7 The preceding list of bills payable was reviewed and approved for payment. Date: 04/10/2023 Approved By Mayor Lloyd Hilgart AP -Computer Check Proof List by Vendor (04/03/2023 - 2:39 PM) Page 3 Accounts Payable CITY' OF Computer Check Proof List by Vendor Moiiii6effo User: Julie.Cheney Printed: 04/05/2023 - 3:41PM Batch: 00202.04.2023 - 202.04.2023 AP Invoice No Description Amount Payment Date Acct Number Reference Vendor: 1977 ANCOM COMMUNICATIONS INC Check Sequence: 1 ACH Enabled: False 114012 (1) Minitior VI VHF Pager Pkg w/knobs 534.00 04/11/2023 101-42200-421990 Check Total: 534.00 Vendor: 6198 DAVID NORMAN ANDERSON Check Sequence: 2 ACH Enabled: False 04/03/2023 Officiate Men's Spring Hockey League - 3 game 225.00 04/11/2023 226-45127-431990 Check Total: 225.00 Vendor: 3491 ARTISAN BEER COMPANY Check Sequence: 3 ACH Enabled: False 3593251 Resale - Beer 55.40 04/11/2023 609-49750-425200 3594504 Resale - Beer 186.20 04/11/2023 609-49750-425200 3595124 Resale - Beer 426.50 04/11/2023 609-49750-425200 Check Total: 668.10 Vendor: 4046 AST SPORTS, INC Check Sequence: 4 ACH Enabled: True 6714 (7) jackets with embroidery 175.00 04/11/2023 226-45122-421990 Check Total: 175.00 Vendor: 6197 AUGUSTA GARAGE DOOR Check Sequence: 5 ACH Enabled: False 4307 Overhead door openers - Parks; 7 Lifhnaster J75 14,970.00 04/11/2023 101-45201-440100 Check Total: 14,970.00 Vendor: 1368 AUTO VALUE MONTICELLO Check Sequence: 6 ACH Enabled: False 21209313 Funnel, Transmission Fluid 211.94 04/11/2023 101-43120-422110 21209775 Color Mix, Filter, 180.19 04/11/2023 101-45201-421990 21209816 Strap Clamps (2), Flexible Tubing (6) 175.92 04/11/2023 101-43120-422100 21209961 2 POS 4 Way 12V Solenoid (2) 257.08 04/11/2023 101-43120-422100 21210000 Cabin Air Filter 34.76 04/11/2023 101-43120-422100 21210074 Air Filters (2) 67.07 04/11/2023 101-43120-422100 AP -Computer Check Proof List by Vendor (04/05/2023 - 3:41 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference 21210085 Hi Note Frwy Blaster 9.99 04/11/2023 101-43127-421600 Check Total: 936.95 Vendor: 1062 BEAUDRY OIL COMPANY Check Sequence: 7 ACH Enabled: True 2309868 PCA Peerless OG2 Red Grease (120 lbs) 656.46 04/11/2023 101-43127-422990 Check Total: 656.46 Vendor: 1065 BELLBOY CORPORATION Check Sequence: 8 ACH Enabled: True 106571000 Resale - Clamato juice 52.50 04/11/2023 609-49750-425400 106571000 Resale - Garlic stuffed olives 26.45 04/11/2023 609-49750-425500 106571000 (500) 60# bags, (500) Qt bags, (500) 1/2# bags 275.60 04/11/2023 609-49754-421990 106571000 Freight 1.63 04/11/2023 609-49750-433300 106598900 Bags - (500) 60#, (500) 50# 131.50 04/11/2023 609-49754-421990 106598900 Resale -pineapple juice 58.25 04/11/2023 609-49750-425500 106598900 Resale - bloody mary mix 29.00 04/11/2023 609-49750-425400 106598900 Freight 1.00 04/11/2023 609-49750-433300 98799600 Resale- Liquor 356.20 04/11/2023 609-49750-425100 98799600 Freight 3.30 04/11/2023 609-49750-433300 98804300 Resale- Liquor 14,251.25 04/11/2023 609-49750-425100 98804300 Resale- Wine 152.00 04/11/2023 609-49750-425300 98804300 Freight 183.79 04/11/2023 609-49750-433300 98807200 Freight 8.53 04/11/2023 609-49750-433300 98807200 Resala- Liquor 1,296.67 04/11/2023 609-49750-425100 98856900 Resale - Liquor credit -34.94 04/11/2023 609-49750-425100 988883300 Resale- Liquor 11,499.58 04/11/2023 609-49750-425100 988883300 Resale- Wine 392.00 04/11/2023 609-49750-425300 988883300 Freight 115.32 04/11/2023 609-49750-433300 Check Total: 28,799.63 Vendor: 1067 BERNICK'S Check Sequence: 9 ACH Enabled: False 1005255 Resale - water, pop, gatorade, juice - concession; 534.88 04/11/2023 226-45125-425410 10059252 Resale - Beer 1,225.15 04/11/2023 609-49750-425200 10059253 Resale - Pop 11.50 04/11/2023 609-49750-425500 10059254 Resale - Beer credit -12.80 04/11/2023 609-49750-425200 10061808 Resale - Beer NA 288.15 04/11/2023 609-49750-425400 10061808 Resale- Beer 5,305.05 04/11/2023 609-49750-425200 10061809 Resale - Pop, water, gatorade 303.68 04/11/2023 609-49750-425500 10061810 Resale - Beer credit -2.33 04/11/2023 609-49750-425200 7015021 Resale - water, pop, propel 531.08 04/11/2023 226-45125-425410 7015021 Resale - soda, premix tanks 179.50 04/11/2023 226-45123-421990 AP -Computer Check Proof List by Vendor (04/05/2023 - 3:41 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference Check Total: 8,363.86 Vendor: 1072 BNSF RAILWAY COMPANY Check Sequence: 10 90249212 22C007 - Add Sidewalk East Side Elm St Partia 1,266.98 04/11/2023 400-43300-459026 Check Total: 1,266.98 Vendor: 4328 BREAKTHRU BEVERAGE MN WINE & SPIF Check Sequence: 11 348367393 Resale - bloody mary mix 27.26 04/11/2023 609-49750-425400 348367393 Resale- wine 984.00 04/11/2023 609-49750-425300 348367393 Resale -liquor 4,882.03 04/11/2023 609-49750-425100 348367393 Freight 77.02 04/11/2023 609-49750-433300 348471514 Freight 57.20 04/11/2023 609-49750-433300 348471514 Resale- Liquor 4,906.19 04/11/2023 609-49750-425100 348471514 Resale - Wine 108.00 04/11/2023 609-49750-425300 410774397 Resale - Liquor credit -160.00 04/11/2023 609-49750-425100 410774397 Freight -3.30 04/11/2023 609-49750-433300 Check Total: 10,878.40 Vendor: 1091 CAMPBELL KNUTSON PA Check Sequence: 12 2348-000OG 247 PW Admin - Feb 2023 160.00 04/11/2023 101-43110-431990 2348-000OG 247 Planning & Zoning - Feb 2023 160.00 04/11/2023 101-41910-430400 2348-000OG 247 General Admin - Feb 2023 1,648.00 04/11/2023 101-41610-430400 2348-000OG 247 202309 - Monticello Lakes - Feb 2023 48.00 04/11/2023 101-00000-220110 2348-000OG 247 202246 - Scooters Coffee - Feb 2023 48.00 04/11/2023 101-00000-220110 2348-000OG 247 202301 - Twin Pines Vacation & Rezoning - Feb 112.00 04/11/2023 101-00000-220110 Check Total: 2,176.00 Vendor: 1801 CANNON RIVER WINERY Check Sequence: 13 14960 Resale- Wine 557.00 04/11/2023 609-49750-425300 Check Total: 557.00 Vendor: 4646 CAPITOL BEVERAGE SALES L.P. Check Sequence: 14 2813748 Resale - Beer credit -274.33 04/11/2023 609-49750-425200 2813749 Resale- Beer 8,828.15 04/11/2023 609-49750-425200 2813749 Resale - Lemon sour and tonic water 14.00 04/11/2023 609-49750-425400 2813749 Resale -cranberry juice 96.49 04/11/2023 609-49750-425500 2816821 Resale - Beer credit -23.86 04/11/2023 609-49750-425200 2816822 Resale - Beer 19,559.90 04/11/2023 609-49750-425200 2816822 Resale - NA Beer, root beer, club soda, sour, ton 301.15 04/11/2023 609-49750-425400 ACH Enabled: False ACH Enabled: False ACH Enabled: True ACH Enabled: True ACH Enabled: True AP -Computer Check Proof List by Vendor (04/05/2023 - 3:41 PM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (04/05/2023 - 3:41 PM) Page 4 Check Total: 28,501.50 Vendor: 1095 CARLOS CREEK WINERY INC Check Sequence: 15 ACH Enabled: False 24837 Resale- Wine 300.00 04/11/2023 609-49750-425300 Check Total: 300.00 Vendor: 1103 CENTRAL HYDRAULICS INC Check Sequence: 16 ACH Enabled: False 567985 Repair Cylinder Leak - Band, Seals, Rings, 416.77 04/11/2023 101-43120-422100 Check Total: 416.77 Vendor: 1106 CENTRAL MCGOWAN INC Check Sequence: 17 ACH Enabled: True 693793 Bulk carbon dioxide (567 LB) 206.55 04/11/2023 701-00000-421600 Check Total: 206.55 Vendor: 2080 CRYSTEEL TRUCK EQUIPMENT INC Check Sequence: 18 ACH Enabled: True F50581 Mount Topper on Truck (Facilities) 328.75 04/11/2023 703-00000-165010 Check Total: 328.75 Vendor: 1129 DAHLHEIMER BEVERAGE LLC Check Sequence: 19 ACH Enabled: True 1864380 Resale - Beer 22,879.90 04/11/2023 609-49750-425200 1866748 Resale - NA Beer 155.20 04/11/2023 609-49750-425400 1866748 Resale- Beer 988.90 04/11/2023 609-49750-425200 1866818 Resale - Beer credit -354.80 04/11/2023 609-49750-425200 1869608 Resale- Beer 25,159.23 04/11/2023 609-49750-425200 1869608 Resale - Liquid Ice Blue 160.00 04/11/2023 609-49750-425400 1869668 Resale - Beer 246.00 04/11/2023 609-49750-425200 1869896 Resale - Beer credit -663.20 04/11/2023 609-49750-425200 1872034 Resale- Beer 2,969.40 04/11/2023 609-49750-425200 1872034 Resale - Beer NA 63.85 04/11/2023 609-49750-425400 Check Total: 51,604.48 Vendor: 6196 DELTA MODULAR CONSTRUCTION LLC Check Sequence: 20 ACH Enabled: False 20230227-1 Contaminated Soil Remediation 80,000.00 04/11/2023 213-46301-431990 Check Total: 80,000.00 Vendor: 5201 DICK FAMILY, INC. Check Sequence: 21 ACH Enabled: True 1593995 Resale - beer credit -42.19 04/11/2023 609-49750-425200 1593996 Resale - liquor 178.80 04/11/2023 609-49750-425100 AP -Computer Check Proof List by Vendor (04/05/2023 - 3:41 PM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference 1593996 Resale - beer 2,077.40 04/11/2023 609-49750-425200 1596920 Resale - beer 552.77 04/11/2023 609-49750-425200 1596920 Resale - Orange juice, cranberry juice 157.90 04/11/2023 609-49750-425400 1597148 Resale - liquor 216.00 04/11/2023 609-49750-425100 Check Total: 3,140.68 Vendor: 5545 DRASTIC MEASURES BREWING, LLC Check Sequence: 22 ACH Enabled: True 2920 Resale - Beer 400.00 04/11/2023 609-49750-425200 Check Total: 400.00 Vendor: 1153 ECM PUBLISHERS INC Check Sequence: 23 ACH Enabled: True 937042 Ordinance #797A Ad# 1297431 186.50 04/11/2023 101-41910-435100 937043 Ordinance #799A Ad# 1297432 232.75 04/11/2023 101-41910-435100 938991 PH CUP Broadway Ad# 130475 177.25 04/11/2023 101-41910-435100 939845 Spring winesale - ad# 125405 302.00 04/11/2023 609-49754-434990 939846 Spring Wine Sale add# 1298323 600.00 04/11/2023 609-49754-434990 940134 Public Cemetery Lots Reclaim Ad# 1299246 566.00 04/11/2023 215-49010-435100 940135 202314 - PH Cargill Ad# 1303513 157.25 04/11/2023 101-41910-435100 940860 Spring winesale - add# 1298325 600.00 04/11/2023 609-49754-434990 Check Total: 2,821.75 Vendor: 2154 FEDERATED CO-OPS INC Check Sequence: 24 ACH Enabled: True 1639372 (64.90) propane delivered - Parks 123.25 04/11/2023 101-45201-421990 Check Total: 123.25 Vendor: 5535 BOB FERGUSON Check Sequence: 25 ACH Enabled: True 4/4/2023 Mileage Reimbursement - Fire Class Owatonna 1 232.92 04/11/2023 101-42400-433100 Check Total: 232.92 Vendor: 1187 FORCE AMERICA INC Check Sequence: 26 ACH Enabled: False 001-1717340 Granular Feedback Sensor, Coupler 875.23 04/11/2023 101-43125-422100 Check Total: 875.23 Vendor: 5934 MARIO FRUCCI Check Sequence: 27 ACH Enabled: True 3/28/2023 Mileage Reimbursement- Training & Meetings 183.01 04/11/2023 101-43115-433100 Check Total: 183.01 Vendor: 6199 JOSHUA JAMES GAUG14AN Check Sequence: 28 ACH Enabled: False AP -Computer Check Proof List by Vendor (04/05/2023 - 3:41 PM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference 04/03/2023 Officiate Men's Spring Hockey League - 3 game 225.00 04/11/2023 226-45127-431990 Check Total: 225.00 Vendor: 1205 GRAINGER INC Check Sequence: 29 ACH Enabled: False 9655915677 MCC ENT - Safety Signs (2) 20.02 04/11/2023 701-00000-440100 Check Total: 20.02 Vendor: 1223 HAWKINS INC Check Sequence: 30 ACH Enabled: True 6430747 Pool chemicals 1,198.37 04/11/2023 701-00000-421600 6430749 Pool chemicals 707.87 04/11/2023 701-00000-421600 6432288 Aluminum Sulfate Liquid - WWTP 7,094.56 04/11/2023 602-49480-421990 Check Total: 9,000.80 Vendor: 4801 HILDI INC Check Sequence: 31 ACH Enabled: False 14869 Actuarial Valuation Auditor Request 2,900.00 04/11/2023 101-41520-430100 Check Total: 2,900.00 Vendor: 1263 JOHNSON BROTHERS LIQUOR CO. Check Sequence: 32 ACH Enabled: False 2260109 Resale - Wine 39.96 04/11/2023 609-49750-425300 2260109 Freight - credit coming due to overcharge per Ra 13.50 04/11/2023 101-00000-115030 2260574 Freight 77.69 04/11/2023 609-49750-433300 2260574 Resale- Liquor 4,175.26 04/11/2023 609-49750-425100 2260575 Resale- Wine 2,203.40 04/11/2023 609-49750-425300 2260575 Resale - Grenadine 32.00 04/11/2023 609-49750-425400 2260575 Freight 63.64 04/11/2023 609-49750-433300 2261617 Resale- Liquor 2,757.22 04/11/2023 609-49750-425100 2261617 Freight 32.39 04/11/2023 609-49750-433300 2261618 Freight 62.78 04/11/2023 609-49750-433300 2261618 Resale -Bloody mary mix 33.50 04/11/2023 609-49750-425400 2261618 Resale- wine 2,760.54 04/11/2023 609-49750-425300 2261619 Resale - Beer 27.00 04/11/2023 609-49750-425200 2263743 Resale- Wine 280.00 04/11/2023 609-49750-425300 2263743 Freight 10.32 04/11/2023 609-49750-433300 2264834 Resale- Liquor 5,724.00 04/11/2023 609-49750-425100 2264834 Freight 69.32 04/11/2023 609-49750-433300 2264835 Freight 126.85 04/11/2023 609-49750-433300 2264835 Resale - Margarita mix, sweet & sour 91.95 04/11/2023 609-49750-425400 2264835 Resale- Wine 4,461.74 04/11/2023 609-49750-425300 2265960 Resale- Liquor 3,146.26 04/11/2023 609-49750-425100 2265960 Freight 43.86 04/11/2023 609-49750-433300 AP -Computer Check Proof List by Vendor (04/05/2023 - 3:41 PM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference 2265961 Resale - margarita mix, ginger beer 60.20 04/11/2023 609-49750-425400 2265961 Resale- Wine 2,757.81 04/11/2023 609-49750-425300 2265961 Freight 73.10 04/11/2023 609-49750-433300 2265962 Resale - Beet 27.00 04/11/2023 609-49750-425200 2268480 Freight 43.86 04/11/2023 609-49750-433300 2268480 Resale- Liquor 2,382.35 04/11/2023 609-49750-425100 2268481 Resale- wine 738.00 04/11/2023 609-49750-425300 2268481 Freight 24.08 04/11/2023 609-49750-433300 244814 Resale- Wine -21.25 04/11/2023 609-49750-425300 245661 Resale - Liquor credit -19.52 04/11/2023 609-49750-425100 245662 Resale - wine credit -22.50 04/11/2023 609-49750-425300 245841 Resale - wine credit -10.34 04/11/2023 609-49750-425300 245842 Resale - wine credit -14.75 04/11/2023 609-49750-425300 245843 Resale - Liquor credit -13.30 04/11/2023 609-49750-425100 245843 Freight credit -0.08 04/11/2023 609-49750-433300 245844 Resale - Liquor credit -4.30 04/11/2023 609-49750-425100 245845 Resale - Liquor credit -198.15 04/11/2023 609-49750-425100 245845 Freight -0.25 04/11/2023 609-49750-433300 Check Total: 32,035.14 Vendor: 1273 KIWI KAI IMPORTS, INC. Check Sequence: 33 ACH Enabled: True 196751 Resale- Wine 646.95 04/11/2023 609-49750-425300 196751 Freight 10.50 04/11/2023 609-49750-433300 197543 Freight 24.00 04/11/2023 609-49750-433300 197543 Resale- Liquor 159.00 04/11/2023 609-49750-425100 197543 Resale- Wine 1,458.20 04/11/2023 609-49750-425300 Check Total: 2,298.65 Vendor: 3829 STEVE LANGANKI Check Sequence: 34 ACH Enabled: True 1839 Porta Toilet Rental (2/21 - 3/20/23) 696.00 04/11/2023 101-45201-431901 Check Total: 696.00 Vendor: 1902 VICKI LEERHOFF Check Sequence: 35 ACH Enabled: True 03/31/2023 Mileage Reimbursement (Feb/March) (69.3 Mile 45.39 04/11/2023 101-41410-433100 Check Total: 45.39 Vendor: 1297 LOCATORS & SUPPLIES INC Check Sequence: 36 ACH Enabled: False 0305913 -IN Signs: Stop (4), Snow Removal (4), Uniflex Star 2,674.05 04/11/2023 101-43120-422600 AP -Computer Check Proof List by Vendor (04/05/2023 - 3:41 PM) Page 7 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (04/05/2023 - 3:41 PM) Page 8 Check Total: 2,674.05 Vendor: 5709 BEN LUNDQUIST Check Sequence: 37 ACH Enabled: True 000010 Qtr 12023 -Monti Arts Asst. Director 6,249.99 04/11/2023 101-45204-431990 Check Total: 6,249.99 Vendor: 1303 M AMUNDSON CIGAR & CANDY CO, LLP Check Sequence: 38 ACH Enabled: True 358564 Resale - chewing tobacco, pop, misc barware 395.80 04/11/2023 609-49750-425400 358564 Resale - cigarettes, juice 2,094.86 04/11/2023 609-49750-425500 Check Total: 2,490.66 Vendor: 1305 MACQUEEN EQUIPMENT LLC Check Sequence: 39 ACH Enabled: True P48528 Upper Coolant Hose 116.92 04/11/2023 101-43120-422100 W11831 Labor - Repair 2017 Elgin Pelican - Dirt Shoes I 1,225.85 04/11/2023 101-43120-440100 W11831 Parts & Fees - Solenoid Valve 456.05 04/11/2023 101-43120-440100 Check Total: 1,798.82 Vendor: 1229 MARRS ADVERTISING & DESIGN INC Check Sequence: 40 ACH Enabled: True 0002108 Business Cards (MH) (250) 76.00 04/11/2023 101-43120-421990 0002108 Business Cards (MCC) (500) 87.08 04/11/2023 226-45122-421990 0002108 Business Cards (RH) (500) 87.08 04/11/2023 101-42400-421990 0002108 Business Cards (PW) (500) 87.08 04/11/2023 101-43110-421990 Check Total: 337.24 Vendor: 1726 MARCO TECHNOLOGIES Check Sequence: 41 ACH Enabled: True 497939389 3/24/23 - 4/24/23 - Contract Payment 1,544.06 04/11/2023 702-00000-431900 INV11021691 3/22 - 4/21/23 - Contract Payment 3,517.41 04/11/2023 702-00000-431900 Check Total: 5,061.47 Vendor: 1738 MN DEPT OF HEALTH Check Sequence: 42 ACH Enabled: False Qtr 12023 Qtr 1 Community Water Supply Services Conn( 11,280.00 04/11/2023 601-49440-443750 Check Total: 11,280.00 Vendor: 1913 NEW FRANCE WINE Check Sequence: 43 ACH Enabled: False 201999 Resale - Wine 384.00 04/11/2023 609-49750-425300 201999 Freight 12.00 04/11/2023 609-49750-433300 AP -Computer Check Proof List by Vendor (04/05/2023 - 3:41 PM) Page 8 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (04/05/2023 - 3:41 PM) Page 9 Check Total: 396.00 Vendor: 2928 NUSS TRUCK AND EQUIPMENT Check Sequence: 44 ACH Enabled: True 9008387P Oil & Fuel Filters (5) 130.07 04/11/2023 101-43120-422110 9101881 Repair Lug Studs 3,087.88 04/11/2023 101-43120-440500 9101950 Left Rear Wheel Repairs - New Brake Shoes, Lu 3,860.66 04/11/2023 101-43125-440500 Check Total: 7,078.61 Vendor: 5211 RANDI O'KEEFE KRIER Check Sequence: 45 ACH Enabled: True April 1st Semi Monthly Contract Payment 1,622.25 04/11/2023 101-42700-431200 Check Total: 1,622.25 Vendor: 6195 ORIGINAL WATERMEN INC Check Sequence: 46 ACH Enabled: True 80742 Guard tank tops (36), visors (15), hats (10) 620.81 04/11/2023 226-45124-421990 Check Total: 620.81 Vendor: 5755 PATRIOT NEWS MN LLC Check Sequence: 47 ACH Enabled: False 8442 Spring wine sale - Ad 3/25/23 514.70 04/11/2023 609-49754-434990 Check Total: 514.70 Vendor: 4633 PERFORMANCE FOOD GROUP INC Check Sequence: 48 ACH Enabled: True 527115 Resale -concession food 632.06 04/11/2023 226-45125-425410 535391 Resale -concession food 579.26 04/11/2023 226-45125-425410 Check Total: 1,211.32 Vendor: 1427 PHILLIPS WINE & SPIRITS CO Check Sequence: 49 ACH Enabled: False 6561650 Freight 17.20 04/11/2023 609-49750-433300 6561650 Resale- Liquor 1,078.26 04/11/2023 609-49750-425100 6561651 Resale- Wine 381.00 04/11/2023 609-49750-425300 6561651 Freight 10.32 04/11/2023 609-49750-433300 6562544 Resale- Wine 2,601.53 04/11/2023 609-49750-425100 6562544 Freight 27.38 04/11/2023 609-49750-433300 6562545 Freight 38.70 04/11/2023 609-49750-433300 6562545 Resale- Wine 1,255.47 04/11/2023 609-49750-425300 6562545 Resale- Ginger Beer 84.05 04/11/2023 609-49750-425400 6564445 Resale- Liquor 455.75 04/11/2023 609-49750-425100 6564445 Freight 5.16 04/11/2023 609-49750-433300 6564446 Freight 17.20 04/11/2023 609-49750-433300 AP -Computer Check Proof List by Vendor (04/05/2023 - 3:41 PM) Page 9 Invoice No Description Amount Payment Date Acct Number Reference 6564446 Resale - Wine 549.50 04/11/2023 609-49750-425300 6565261 Resale- Liquor 546.25 04/11/2023 609-49750-425100 6565261 Freight 10.32 04/11/2023 609-49750-433300 6566229 Resale- Liquor 2,369.28 04/11/2023 609-49750-425100 6566229 Freight 37.84 04/11/2023 609-49750-433300 6566230 Freight 69.66 04/11/2023 609-49750-433300 6566230 Resale- NA Wine 80.00 04/11/2023 609-49750-425400 6566230 Resale- Wine 2,315.46 04/11/2023 609-49750-425300 6568295 Resale- Wine 1,136.50 04/11/2023 609-49750-425300 6568295 Freight 36.12 04/11/2023 609-49750-433300 694050 Resale - Wine credit -8.00 04/11/2023 609-49750-425300 Check Total: 13,114.95 Vendor: 5454 PROFESSIONAL CLEANING SERVICES LLC Check Sequence: 50 ACH Enabled: True 1182 Cleaning Services - March 2023 10,670.00 04/11/2023 701-00000-431100 Check Total: 10,670.00 Vendor: 5431 QUADIENT FINANCE USA INC Check Sequence: 51 ACH Enabled: False 4/3/2023 Postage DMV: Titles, Registrations, etc (8) 143.54 04/11/2023 653-41990-432200 Check Total: 143.54 Vendor: 5713 R.D.OFFUTT COMPANY Check Sequence: 52 ACH Enabled: False P6657714 Filter Elements (2), Oil Filter, Seal 85.95 04/11/2023 101-43120-422100 Check Total: 85.95 Vendor: 1455 RED'S MARATHON Check Sequence: 53 ACH Enabled: False 01/31/2023 Diesel Fuel 110.20 04/11/2023 101-43120-421200 012623 Tire repair - Park's vehicle 197.00 04/11/2023 101-45201-421200 012623-2 Fuel for Parks truck #178 112.00 04/11/2023 101-45201-421200 030223 Fuel for 215 truck 67.00 04/11/2023 101-45201-421200 Check Total: 486.20 Vendor: 4386 ROBINSON ASSOCIATES LLC Check Sequence: 54 ACH Enabled: False CM8 Actuarial Valuation Fire Relief Assoc Pension PI 1,000.00 04/11/2023 101-41520-430100 Check Total: 1,000.00 Vendor: 4781 RUE 38 LLC Check Sequence: 55 ACH Enabled: False 15700 Resale- Wine 248.00 04/11/2023 609-49750-425300 AP -Computer Check Proof List by Vendor (04/05/2023 - 3:41 PM) Page 10 Invoice No Description Amount Payment Date Acct Number Reference 15700 Freight 4.50 04/11/2023 609-49750-433300 15732 Freight 7.50 04/11/2023 609-49750-433300 15732 Resale- wine 592.00 04/11/2023 609-49750-425300 Check Total: 852.00 Vendor: 5585 SBRK FINANCE HOLDINGS INC Check Sequence: 56 ACH Enabled: True CM -000384 CM 23 Springbrook Maintenance -1,156.27 04/11/2023 702-00000-431900 CM -000385 CM 23 Springbrook Maintenance -34,387.44 04/11/2023 702-00000-431900 INV -011369 REVISED 2023 Springbrook Maintenance 54,628.00 04/11/2023 702-00000-431900 Check Total: 19,084.29 Vendor: 5804 DANIELLE SCADDEN Check Sequence: 57 ACH Enabled: True 03/27/2023 Boot Reimbursement 2023 249.99 04/11/2023 601-49440-421990 Check Total: 249.99 Vendor: 4194 JENNIFER SCHREIBER Check Sequence: 58 ACH Enabled: True 4/3/2023 Parking Reimbursement @ MCFOA Conference 23.00 04/11/2023 101-41410-433100 Check Total: 23.00 Vendor: 6186 SEYKORA GROUP INC Check Sequence: 59 ACH Enabled: False 3966 AquaPhalt Pot Hole Patch (72 pails) 3,186.00 04/11/2023 101-43120-422400 Check Total: 3,186.00 Vendor: 3309 SOUTHERN GLAZER'S WINE AND SPIRITS; Check Sequence: 60 ACH Enabled: False 2326567 Freight 11.20 04/11/2023 609-49750-433300 2326567 Resale- Wine 858.92 04/11/2023 609-49750-425300 2329048 Resale- Liquor 1,852.25 04/11/2023 609-49750-425100 2329048 Freight 18.43 04/11/2023 609-49750-433300 2329049 Freight 25.55 04/11/2023 609-49750-433300 2329049 Resale- Wine 1,557.25 04/11/2023 609-49750-425300 3236566 Resale- Liquor 2,193.99 04/11/2023 609-49750-425100 3236566 Freight 23.80 04/11/2023 609-49750-433300 Check Total: 6,541.39 Vendor: 5989 SP3,LLC Check Sequence: 61 ACH Enabled: True W-181903 Resale - Beer 403.71 04/11/2023 609-49750-425200 Check Total: 403.71 AP -Computer Check Proof List by Vendor (04/05/2023 - 3:41 PM) Page 11 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 4832 TIFCO INDUSTRIES, INC. Check Sequence: 62 ACH Enabled: True 71852905 Cable Seals, Tubing, Electrical Terminals, Batter 546.34 04/11/2023 101-43127-421990 Check Total: 546.34 Vendor: 2397 TOWMASTER Check Sequence: 63 ACH Enabled: False 458193 Switch Body Up 81.59 04/11/2023 101-43125-422100 Check Total: 81.59 Vendor: 3783 ULINE Check Sequence: 64 ACH Enabled: False 161053997 (2) pks paper towels 78.03 04/11/2023 609-49754-421990 161053998 (2) ct trash bags, (5) bx plastic forks 157.24 04/11/2023 609-49754-421990 Check Total: 235.27 Vendor: 1544 US POSTAL SERVICE Check Sequence: 65 ACH Enabled: False Permit #42 Permit #42 First Class Presort Annual Fee (1/2) 145.00 04/11/2023 601-49440-443700 Permit #42 Permit #42 First Class Presort Annual Fee (1/2) 145.00 04/11/2023 602-49490-443700 Check Total: 290.00 Vendor: 1550 VEOLIA WATER N AM OPERATING SERV L. Check Sequence: 66 ACH Enabled: True 9000088007 May 2023 - WWTP Operations & Maintenance 68,637.32 04/11/2023 602-49480-430800 Check Total: 68,637.32 Vendor: 1552 VIKING COCA COLA BOTTLING CO Check Sequence: 67 ACH Enabled: True 3159858 Resale - Pop 684.40 04/11/2023 609-49750-425400 Check Total: 684.40 Vendor: 1684 VINOCOPIA Check Sequence: 68 ACH Enabled: True 0326069 -IN Resale- Liquor 314.50 04/11/2023 609-49750-425100 0326069 -IN Resale - Wine 256.00 04/11/2023 609-49750-425300 0326069 -IN Freight 10.00 04/11/2023 609-49750-433300 0326525 -IN Freight 10.00 04/11/2023 609-49750-433300 0326525 -IN Resale- Liquor 153.25 04/11/2023 609-49750-425100 0326525 -IN Resale- Wine 304.00 04/11/2023 609-49750-425300 Check Total: 1,047.75 Vendor: 1567 WES OLSON ELECTRIC LLC Check Sequence: 69 ACH Enabled: True 11053 Labor - Liquor store men's room hand dryer repl; 800.00 04/11/2023 701-00000-440100 AP -Computer Check Proof List by Vendor (04/05/2023 - 3:41 PM) Page 12 Invoice No Description Amount Payment Date Acct Number Reference The preceding list of bills payable was reviewed and approved for payment. Date: 4/10/2023 Approved by: Mayor Lloyd Hilgart AP -Computer Check Proof List by Vendor (04/05/2023 - 3:41 PM) Page 13 Check Total: 800.00 Vendor: 4766 SUSAN WESTLEY Check Sequence: 70 ACH Enabled: False Qtr 12023 Qtr 12023 - Monti Arts Director 11,349.00 04/11/2023 101-45204-431990 Check Total: 11,349.00 Vendor: 1573 WINE MERCHANTS INC Check Sequence: 71 ACH Enabled: False 7420671 Resale- Wine 1,152.00 04/11/2023 609-49750-425300 7420671 Freight 13.50 04/11/2023 609-49750-433300 Check Total: 1,165.50 Vendor: 1206 WINEBOW INC. Check Sequence: 72 ACH Enabled: True MN00128306 Resale- Liquor 214.52 04/11/2023 609-49750-425100 MN00128306 Resale - Wine 453.96 04/11/2023 609-49750-425300 MN00128306 Freight 6.75 04/11/2023 609-49750-433300 Check Total: 675.23 Vendor: 5635 WK & ASSOCIATES LLC Check Sequence: 73 ACH Enabled: True April Monthly Storage Rent (1/2) 362.50 04/11/2023 101-43120-443990 April Monthly Storage Rent (1/2) 362.50 04/11/2023 101-43125-443990 Check Total: 725.00 Total for Check Run: 469,977.61 Total of Number of Checks: 73 The preceding list of bills payable was reviewed and approved for payment. Date: 4/10/2023 Approved by: Mayor Lloyd Hilgart AP -Computer Check Proof List by Vendor (04/05/2023 - 3:41 PM) Page 13 City Council Agenda: 4/10/2023 2B. Consideration of approving new hires and departures for City departments Prepared by: Meeting Date: Nx Consent Agenda Item Human Resources Manager 4/10/2023 ❑ Regular Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to approve new hires and departures for city departments. REFERENCE AND BACKGROUND The Council is asked to ratify the attached list of new hires and departures for the City. This listing includes full-time, part-time, seasonal, and temporary employees. The listing may also include status changes and promotions. Budget Impact: Positions are generally included in the budget. II. Staff Workload Impact: If new position, there may be some training involved. If terminated position, existing staff will cover hours as needed, until replacement. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of new hires and departures as identified on the attached list. SUPPORTING DATA • List of new hires and terminated employees. Name Olivia Kolenda Owen Vanhoorik Name Jordan Fisette NEW EMPLOYEES Title Lifeguard Supervised Play Attendant Department Hire Date Class MCC 3/23/23 PT MCC 3/29/23 PT TERMINATING EMPLOYEES Reason Department Effective Date Class Voluntary New Hire and Terms City Council 2023: 4/5/2023 MCC 3/15/23 PT City Council Agenda: 4/10/2023 2C. Consideration of approving the sale or disposal of surplus City property Prepared by: Meeting Date: ® Consent Agenda Item N/A 4/10/2023 ❑ Regular Agenda Item Reviewed by: Approved by: N/A N/A There is no report this City Council Cycle. City Council Agenda: 4/10/2023 2D. Consideration of approving application for a charitable gambling permit for the Church of St. Henry for their fall festival on August 27, 2023 Prepared by: Meeting Date: ® Consent Agenda Item City Clerk 4/10/2023 ❑ Regular Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to approve the charitable gambling application submitted by the Church of St. Henry. REFERENCE AND BACKGROUND The Church of St Henry is requesting approval of a charitable gambling permit. The permit is for bingo and pull -tabs at their annual fall festival event on August 27, 2023. The festival takes place on the church parking lot and grounds. To receive a permit from the State, the City must approve the gambling permit application. In the past the city has not opposed these exempt gambling license applications for charitable events. I. Budget Impact: N/A II. Staff Workload Impact: Minimal administrative time. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of the charitable gambling permit. SUPPORTING DATA • Application MINNESOTA LAWFUL GAMBLING LG220 Application for Exempt Permit 4/22 Page 1 of 4 An exempt permit may be issued to a nonprofit Application Fee (non-refundable) organization that: Applications are processed in the order received. If the application conducts lawful gambling on five or fewer days, and is postmarked or received 30 days or more before the event, the awards less than $50,000 in prizes during a calendar application fee is $100; otherwise the fee is $150. year. If total raffle prize value for the calendar year will be Due to the high volume of exempt applications, payment of $1,500 or less, contact the Licensing Specialist assigned to additional fees prior to 30 days before your event will not expedite your county by calling 651-539-1900. service, nor are telephone requests for expedited service accepted. ORGANIZATION INFORMATION Organization Previous Gambling Name: Chuch of St Henry Monticello Permit Number: X-86019 Minnesota Tax ID Federal Employer ID Number, if any: 8507537 Number (FEIN), if any: 41-0764106 Mailing Address: 1001 E 7th St City: Monticello State: MN Zip: 55362 County: Wright Name of Chief Executive Officer (CEO): Rev. Patrick Barnes CEO Daytime Phone: 763-295-2402 CEO Email: frbarnes@sthenrycatholic.com (permit will be emailed to this email address unless otherwise indicated below) Email permit to (if other than the CEO): ddupay@sthenrycatholic.com NONPROFIT STATUS Type of Nonprofit Organization (check one): = Fraternal 0 Religious Veterans Other Nonprofit Organization Attach a copy of one of the following showing proof of nonprofit status: (DO NOT attach a sales tax exempt status or federal employer ID number, as they are not proof of nonprofit status.) A current calendar year Certificate of Good Standing Don't have a copy? Obtain this certificate from: MN Secretary of State, Business Services Division Secretary of State website, phone numbers: 60 Empire Drive, Suite 100 www.sos.state.mn.us St. Paul, MN 55103 651-296-2803, or toll free 1-877-551-6767 IRS income tax exemption (501(c)) letter in your organization's name F-1 Don't have a copy? To obtain a copy of your federal income tax exempt letter, have an organization officer contact the IRS toll free at 1-877-829-5500. F-1 IRS - Affiliate of national, statewide, or international parent nonprofit organization (charter) If your organization falls under a parent organization, attach copies of both of the following: 1. IRS letter showing your parent organization is a nonprofit 501(c) organization with a group ruling; and 2. the charter or letter from your parent organization recognizing your organization as a subordinate. GAMBLING PREMISES INFORMATION Name of premises where the gambling event will be conducted (for raffles, list the site where the drawing will take place): Church of St Henry (parking lot) Physical Address (do not use P.O. box): 1001 E 7th St Check one: M City: Monticello Zip: 55362 County: Wright ❑ Township: Zip: County: Date(s) of activity (for raffles, indicate the date of the drawing): August 27, 2023 Check each type of gambling activity that your organization will conduct: 0 Bingo E_] Paddlewheels FT1 Pull -Tabs = Tipboards Raffle Gambling equipment for bingo paper, bingo boards, raffle boards, paddlewheels, pull -tabs, and tipboards must be obtained from a distributor licensed by the Minnesota Gambling Control Board. EXCEPTION: Bingo hard cards and bingo ball selection devices may be borrowed from another organization authorized to conduct bingo. To find a licensed distributor, go to www.mn.gov/gcb and click on Distributors under the List of Licensees tab, or call 651-539-1900. LG220 Application for Exempt Permit 4/22 Page 2 of 4 LOCAL UNIT OF GOVERNMENT ACKNOWLEDGMENT (required before submitting application to the Minnesota Gambling Control Board) CITY APPROVAL COUNTY APPROVAL for a gambling premises for a gambling premises located within city limits located in a township The application is acknowledged with no waiting period. ❑ The application is acknowledged with no waiting period. The application is acknowledged with a 30 -day waiting F-1 The application is acknowledged with a 30 -day waiting period, and allows the Board to issue a permit after 30 days period, and allows the Board to issue a permit after (60 days for a 1st class city). 30 days. ❑The application is denied. F-1 The application is denied. Print City Name: Print County Name: Signature of City Personnel: Signature of County Personnel: Title: Date: Title: Date: information, the Board may not be able to TOWNSHIP (if required by the county) which law or legal order authorizes a new use or On behalf of the township, I acknowledge that the organization address which will remain public. Private data is applying for exempted gambling activity within the township limits. (A township has no statutory authority to approve or The city or county must sign before about your organization are available to Board deny an application, per Minn. Statutes, section 349.213.) submitting application to the members, Board staff whose work requires Gambling Control Board. Print Township Name: access to the information; Minnesota's Depart - Signature of Township Officer: This form will be made Title: Date: CHIEF EXECUTIVE OFFICER'S SIGNATURE (required) The information provided in this application is complete and accurate to the best of my knowledge. I acknowledge that the financial report will be completed and returned to the Board within 30 days of the event date. Chief Executive Officer's Signature: Date: (Signature must be CEO's signature; designee may not sign) Print Name: Rev. Patrick Barnes REQUIREMENTS MAIL APPLICATION AND ATTACHMENTS Complete a separate application for: Mail application with: • all gambling conducted on two or more consecutive days; or a copy of your proof of nonprofit status; and • all gambling conducted on one day. application fee (non-refundable). If the application is Only one application is required if one or more raffle drawings are postmarked or received 30 days or more before the event, conducted on the same day. the application fee is $100; otherwise the fee is $150. Financial report to be completed within 30 days after the Make check payable to State of Minnesota. gambling activity is done: To: Minnesota Gambling Control Board A financial report form will be mailed with your permit. Complete 1711 West County Road B. Suite 300 South and return the financial report form to the Gambling Control Roseville, MN 55113 Board. Questions? Your organization must keep all exempt records and reports for Call the Licensing Section of the Gambling Control Board at 3-1/2 years (Minn. Statutes, section 349.166, subd. 2(f)). 651-539-1900. Data privacy notice: The information requested application. Your organization's name and ment of Public Safety; Attorney General; on this form (and any attachments) will be used address will be public information when received Commissioners of Administration, Minnesota by the Gambling Control Board (Board) to by the Board. All other information provided will Management & Budget, and Revenue; Legislative determine your organization's qualifications to be private data about your organization until the Auditor, national and international gambling be involved in lawful gambling activities in Board issues the permit. When the Board issues regulatory agencies; anyone pursuant to court Minnesota. Your organization has the right to the permit, all information provided will become order; other individuals and agencies specifically refuse to supply the information; however, if public. If the Board does not issue a permit, all authorized by state or federal law to have access your organization refuses to supply this information provided remains private, with the to the information; individuals and agencies for information, the Board may not be able to exception of your organization's name and which law or legal order authorizes a new use or determine your organization's qualifications and, address which will remain public. Private data sharing of information after this notice was as a consequence, may refuse to issue a permit. about your organization are available to Board given; and anyone with your written consent. If your organization supplies the information members, Board staff whose work requires requested, the Board will be able to process the access to the information; Minnesota's Depart - This form will be made available in alternative format (i.e. large print, braille) upon request. An equal opportunity employer MINNESOTA GAMBLING CONTROL BOARD 4/22 LnecKlIST Tor txempi KaTTIe rage s oT 4 Organization Name: Previous Gambling Permit #: Date of Raffle Drawing: Chuch of St Henry Monticello �X- 86019 August 27, 2023 • The purpose of this form is to help your organization conduct exempt raffles in compliance with the requirements listed below. Detailed information regarding each requirement is available by clicking on the following links [in blue italics]: 1) applicable statutes and rules; 2) the Lawful Gambling Manual chapter on raffles; 3) the online class, "Conduct of Raffles"; and 4) the phone number and email address of your county's Compliance Specialist. • After reading each checklist item, mark "Yes" to indicate that you understand the requirement and agree to comply. After answering "Yes" to each applicable item, your organization's CEO must sign the acknowledgment below. Include the completed checklist as part of your application to conduct an exempt raffle. uata privacy notice: i ne mrormauon requestea on ims 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 Your orgamzanon s name ana aaaress wm oe puouc 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 aarecy; Anorney oenerar commissioners or 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. This form will be made available in alternative format (i.e., large print, braille) upon request. An equal opportunity employer • If tickets will be sold prior to the event, Yes Conduct 9. Only cash, personal checks, cashier's checks, mark "Yes" to item #1 and mark "N/A" to items #2 and #3. money orders, travelers' check, and debit cards • If tickets are sold only at the event using theater tickets, mark N/A to item #1 and may be accepted (NO CREDIT CARDS). (349.2127) Yes N/A answer "Yes" to items #2 and #3. (7861.0260) F-1 El1. Tickets are printed in accordance with MN 10. The method of selection cannot be manipulated or Rule 7861.0310. ❑ based on the outcome of an event not under the organization's control. (349.173) F-1 2. Tickets contain the sequential number of El the raffle ticket. (349.173)11. F-13. Persons are not required to be present at a raffle drawing to be eligible to win. (349.173) A list of prizes and a statement of other relevant information is made available to (7861.0310) Raffle tickets are not sold to or won by persons under age 18. (349.181) (7861.0310) ticket purchasers. (349.173)1:112. Yes Prizes ❑ 4. The organization is the sole owner of all the real or ❑ 13. Purchasers are not required to buy anything other personal property to be awarded. (7861.0260) than the ticket. (349.173) (7861.0310) 5. A merchandise certificate is used when a prize Yes House Rules F-1 requiring registration or licensure (guns, cars, 14. Clear and legible house rules in accordance with ATVs, etc.) is offered. (7861.0260) ❑ MN Rule 7861.0310 are prominently posted at the 6. Prizes must not consist of lawful gambling point of winner selection. F-1 equipment including raffle tickets for another Yes Post Raffle Conduct raffle. (7861.0260) F-1 15. An exempt permit financial report (LG220A) must be submitted to the Gambling Control Board 7. The total value of lawful gambling prizes awarded (use fair market value for donated prizes) does not within 30 days of the gambling occasion. (349.166) ❑ 16. Gambling funds may only be spent for allowable expenses and lawful purposes. (349.12 3a & 25) exceed $50,000 in a calendar year. (349.166) 8. Alcohol is only awarded as a prize to persons who ❑ demonstrate that they are 21 years of age or older. ❑ 17. Gambling records must be kept for 3%: years. (340A.707) (7861.0310) CHIEF EXECUTIVE OFFICER'S SIGNATURE (required) Noncompliant Activity: I acknowledge by signing below that my organization must follow all raffle rules and that any gambling activity conducted by the organization at the event that is not in compliance with Minnesota Statute and Rule may subject the organization to citation or the inability to receive future permits to conduct gambling. I understand that my permit will not be issued until this form has been completed and submitted to the Minnesota Gambling Control Board. Signature: Date: Print Name: Rev. Patrick Barnes uata privacy notice: i ne mrormauon requestea on ims 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 Your orgamzanon s name ana aaaress wm oe puouc 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 aarecy; Anorney oenerar commissioners or 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. This form will be made available in alternative format (i.e., large print, braille) upon request. An equal opportunity employer 4/22 Page 4 of 4 How You May How You May Not Spend Gambling Funds Spend Gambling Funds Allowable expenses - Gambling funds may be spent for allowable expenses, such as: • gambling equipment (pull -tabs, bingo paper, bingo blower, paddlewheel tickets, tipboard games); • advertising; • printing raffle tickets; or • any services or goods that are directly related to the conduct of your gambling. Charitable contributions - Gambling funds may be spent for the following charitable contributions (lawful purpose): • to or by 501(c)(3) organization and 501(c)(4) festival organizations; • relieving the effects of poverty, homelessness, or disability; • problem gambling programs approved by the Minnesota Department of Human Services; • public or private nonprofit school; • scholarships (if a contribution is made to a scholarship fund, it must be made to a nonprofit organization whose primary mission is to award scholarships); • church; • recognition of military service (open to public) or active military personnel in need; • activities and facilities benefiting youth under age 21; • citizen monitoring of surface water quality, with data submitted to Minnesota PCA; • unit of government (NOTE: A direct contribution to a law enforcement or prosecutorial agency is not allowed); • wildlife management projects or activities that benefit the public -at -large, with DNR approval; • grooming and maintaining snowmobile or all -terrain trails that are grant-in-aid trails, or other trails open to public use, with DNR approval; • supplies and materials for DNR training and educational programs; • nutritional programs, food shelves, and congregate dining programs primarily for persons who are 62 or older or disabled; • community arts organizations or programs; • humanitarian service recognizing volunteerism or philanthropy; and • acquisition and repair of real property and capital assets (contact the Gambling Control Board for requirements). 1. Controlled contribution - An organization may not retain any control over any contribution made from gambling funds. The only exception is for expenditures by a 501(c)(3) organization or a 501(c)(4) festival organization to its general fund. Financial gain - A contribution or expenditure may not be made if it results in any monetary, economic, financial, or material benefit to the organization making the contribution or expenditure. Government - An expenditure may not be made for: • influencing the nomination or election of a candidate for public office; • promoting or defeating a ballot question; or • any activity intended to influence an election or a governmental decision- making process. 4. Law enforcement - A direct contribution may not be made to a law enforcement or prosecutorial agency. 5. Pension - A contribution may not be made to a government pension or retirement fund, such as a fire relief association. 6. Conflict of interest - A contribution or expenditure may not be made if it is not allowed under the conflict of interest provisions of the Minnesota Nonprofit Corpo-ration Act, Minnesota Statutes, Section 317A.255. 7. Alcohol - An expenditure may not be made for the purchase of any intoxicating liquor, wine, or malt beverages. 8. Fundraising - An expenditure may not be made for fundraising costs, except as allowed for a 501(c)(3) organization or 501(c)(4) festival organization from its general fund. 9. Other organizations - With few excep- tions, gambling funds may not be contrib- uted to other organizations or clubs such as veterans, fraternal, Lions, etc. unless it is a 501(c)(3) organization. 10. Other contributions - A contribution may not be made to a 501(c)(3) organization or another entity with the intent or effect of not complying with lawful purpose restrictions or requirements. Minnesota Gambling Control Board PkIII a City Council Agenda: 4/10/2023 2E. Consideration of adopting Resolution 2023-33 approving the plans, specifications, and the advertisement of bids for the Pinewood Elementary Safe Routes to School Proiect. Prepared by: Meeting Date: ® Consent Agenda Item Public Works Director/City Engineer 4/10/2023 ❑ Regular Agenda Item Reviewed by: Approved by: Community Development Director, City Administrator Finance Manager ACTION REQUESTED Motion to adopt Resolution 2023-33 approving the plans, specifications, and the advertisement of bids for the Pinewood Elementary Safe Routes to School Project. PREVIOUS COUNCIL ACTION August 8, 2022: Consideration of authorizing WSB to provide engineering services for the Pinewood Elementary Safe Routes to School Improvements project for a total cost of $76,718. November 14, 2022: Consideration of adopting a resolution authorizing the preparation of a feasibility study and a contract amendment for additional engineering services at a price of $6,000. January 23, 2023: Consideration of accepting the Feasibility Study and approval of not levying assessments for the construction of sidewalk gaps. REFERENCE AND BACKGROUND The Safe Routes to School plan completed in 2019 identified several infrastructure improvements and identified high, medium, and low priority projects. The project will complete all the high priority improvements in this area except for the addition of a sidewalk along Golf Course Road. It includes the following items: • Addition of an enhanced pedestrian crossing at 3rd Street and Elm Street (CSAH 39) which will include curb -bump outs and rectangular rapid flashing beacons (RRFB's). • Update existing curb ramps to be ADA compliant at 3 intersections on Elm Street including the intersections of Broadway Street, 3rd Street, and 4th Street. The project will also add sidewalk on the east side of Elm Street between Broadway Street and 6th Street. • Construct sidewalk on 4th Street between Elm Street and Minnesota Street. City Council Agenda: 4/10/2023 • Construct a sidewalk on 6th street between Elm Street and Minnesota Street. The project is proposed to have a bid opening date in May 2023 pending MNDOT approval. MNDOT is currently reviewing the plans which will be updated to include their comments. Construction is expected to start in June with substantial completion in November 2023. Budget Impact: The estimated overall project budget is $850,000 and the project will be partially funded from the $500,000 Safe Routes to School funding received from M N D OT. II. Staff Workload Impact: City staff will be involved in the development of this project. III. Comprehensive Plan Impact: The Monticello 2040 Plan recognizes the need for continued system improvements in support of safer routes to school. The Implementation chapter of the Plan states the following strategy: "Work with Wright County and the Monticello School District to implement and address the issues identified in the Monticello Safe Routes to School Plan." STAFF RECOMMENDED ACTION City staff recommends approval of the resolution. The project is in direct alignment with the City's adopted Comprehensive Plan and Safe Routes to School Plan. SUPPORTING DATA A. Resolution 2023-33 B. Project Plans CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2023-33 APPROVING PLANS AND SPECIFICATIONS AND AUTHORIZING ADVERTISEMENT FOR BIDS FOR THE PINEWOOD ELEMENTARY SAFE ROUTES TO SCHOOL PROJECT WHEREAS, pursuant to resolution approved by the City Council on January 23, 023, WSB has prepared plans and specifications for the Pinewood Elementary Safe Routes to School Project which include the following improvement; and other necessary appurtenant work as detailed in the Feasibility Report: • Addition of an enhanced pedestrian crossing at 3rd Street and Elm Street (CSAH 39) which will include curb -bump outs and rectangular rapid flashing beacons (RRFB's). • Update existing curb ramps to be ADA compliant at 3 intersections on Elm Street including the intersections of Broadway Street, 3rd Street, and 4th Street. The project will also add sidewalk on the east side of Elm Street between Broadway Street and 6th Street. • Construct sidewalk on 4th Street between Elm Street and Minnesota Street. • Construct a sidewalk on 6th street between Elm Street and Minnesota Street. WHEREAS, the City Engineer has presented such plans and specifications to the Council for approval; NOW THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF MONTICELLO: Such plans and specifications, a copy of which is on file in the office of the City Clerk, are hereby approved. 2. The designated authority shall prepare and cause to be inserted in the official paper and in a recognized industry trade journal an advertisement for bid upon the making of such improvement under such approved plans and specifications. The advertisement shall be published no less than three weeks before the last day for submission of bids, once in the City's legal publication and at least once in either a newspaper published in a city of the first class or a trade paper. To be eligible as a trade paper, a publication shall have all the qualifications of a legal newspaper except that, instead of the requirement that it shall contain general and local news, such trade paper shall contain building and construction news of interest to contractors in this state, among whom it shall have a general circulation. Any bidder whose responsibility is questioned during consideration of the bid will be given an opportunity to address the Council on the issue of responsibility. No bids will be considered unless sealed and filed as set forth in the instructions to bidders in compliance with the requirements of electronic bidding and bid security. ADOPTED BYthe Monticello City Council this 10th day of April, 2023. ATTEST: Jennifer Schreiber, City Clerk CITY OF MONTICELLO Lloyd Hilgart, Mayor MINNESOTA DEPARTMENT OF TRANSPORTATION CITY OF MONTICELLO CONSTRUCTION PLAN FORGRADING, BITUMINOUS SURFACING, CONCRETE WALK, AND ADA IMPROVEMENTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LOCATED ON____ELM_STREET______________FROM_6TH STREET.__________________TO__WEST BROADWAY STREET ti w 75 �_t�Lm OO STREET RRFB CROSSING SAP 222-591-002 e � KAMPA Cjp 39 VIEW RD. ° RD. LiJ —n J C� U \BEGIN SAP 222-591-002 ELM STREET STA 106+67.50 \I I' 6TH STREET STA 10+50.00 QV LLJ � o 612 ST. w o w �U Q z a \ \~\ F-- \ \ / \\\\ z PLAN REVISIONS DATE SHEET NO. APPROVER DESIGN DESIGNATION ELM STREET R VALUE = 70 ADT (Current Year) 2023 = 5.300 ADT lFuture Year) 2043 = 7.500 D (DIRECTIONAL DISTR.) = 50/50 HCADT (Future Year) 2043 = 307 ESALS 757.000 DESIGN SPEED 30 MPH BASED ON STOPPING SIGHT DISTANCE HEIGHT OF EYE 3.5 HEIGHT OF OBJECT 2.0 DESIGN SPEED NOT ACHIEVED AT: N/A FUNCTIONAL CLASSIFICATION: MINOR/MAJOR COLLECTOR NO.OF TRAFFIC LANES 2 - 12' NO. OF PARKING LANES N/A SHOULDER WIDTH 10' TON DESIGN 10 2END SAP 222-591-002 ELM STREET STA 117+5\ �3 END SAP 222-591-002 4TH STREET STA 28+67. 4TH STREET STA 20+60.00 6 BEGIN SAP 222-591-002 =J END SAP 222-591 002 (6TH STREET STA 15+90.00 7th ST° \ \ 101 \ ELM STREET 0 NT X SCALE IN FEET 0 375 750 R T 121 N S T T 119 N \O -7 a- V - GROSS LENGTH 1.091.50 ft 0.207 miles BRIDGES -LENGTH ft miles EXCEPTIONS -LENGTH ft miles NET LENGTH 1.091.50 ft 0.207 miles NOTE: THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS OUALITY LEVEL D. THIS DUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF C/ASCE 38-02 ENTITLED STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. WRIGHT COUNTY IOJECT )CATION ■�f PROJECT LOCATION WRIGHT DISTRICT: 3 ►.:�' �•i S.A.P. 222-591-002 MINN. PROJ. NO. GOVERNING SPECIFICATIONS THE 2020 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" AND THE "SUPPLEMENTAL SPECIFICATIONS" DATED SEPTEMBER 2022 SHALL GOVERN. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION OF THE MINNESOTA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, INCLUDING THE LATEST EDITION OF THE FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. THIS PLAN CONTAINS 81 SHEETS ALL APPLICABLE FEDERAL. STATE. AND LOCAL LAWS AND ORDINANCES WILL BE COMPLIED WITHIN THE CONSTRUCTION OF THIS PROJECT. wsb SIGNATURE: OL6014 � TYPED OR PRINTED NAME: MARCUS VANDERBRUG. PE DESIGN ENGINEER: 1 HEREBY CERT9f-%—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. DATE: 3/16/2023 LICENSE NUMBER 56164 � OVfO: CITY 1104 [ELLS DATE �110 11,911Hawkins RKVI,g 11 Hawkins, o=Wng ht County Highway Depa rtment, ou, • .�yqT emallwlrgl1.hawklnsecawnght. mn.us, c=us 2023.03.24 06:01:52 -05'00 3.24.23 DATE APPI10V DI 111 GNT C T N QI�AT NG R DATE DISTRICT STATE AID ENGINEER: REVIEIIEO FOR COMPLIANCE OITH STATE AID RULES/POLICY DATE FOR STATE AID ENGINEER. APPROVED FOR STATE AID FUNDING SHEET NO.1 OF 60 SHEETS INDEX SHEET NO. DESCRIPTION 1 TITLE SHEET 2 GENERAL LAYOUT 3 - 4 ESTIMATED QUANTITIES 5 - 6 QUANTITY TABULATIONS 7 SOILS AND CONSTRUCTION NOTES 8 EARTHWORK TABULATION 9 -10 TYPICAL SECTIONS 11 -12 MISCELLANEOUS DETAILS 13-18 STANDARD PLAN SHEETS 19-20 TRAFFIC CONTROL PLAN 21 ALIGNMENT PLAN 22- 24 INPLACE TOPOGRAPHY & UTILITIES PLAN 25- 27 MISCELLANEOUS REMOVALS PLAN 28-30 CONSTRUCTION PLAN 31- 34 PEDESTRIAN RAMP DETAILS 35- 37 RETAINING WALL PLAN & PROFILES 38 WATERMAIN PLAN 39 -40 DRAINAGE PROFILES & TABULATION 41-43 STORM WATER POLLUTION PREVENTION PLAN 44-47 TURF ESTABLISHMENT & EROSIION CONTROL PLAN 48-52 SIGNING & PAVEMENT MARKING PLAN 53-60 SIGNAL PLAN X1 -X21 CROSS SECTIONS THIS PLAN CONTAINS 81 SHEETS ALL APPLICABLE FEDERAL. STATE. AND LOCAL LAWS AND ORDINANCES WILL BE COMPLIED WITHIN THE CONSTRUCTION OF THIS PROJECT. wsb SIGNATURE: OL6014 � TYPED OR PRINTED NAME: MARCUS VANDERBRUG. PE DESIGN ENGINEER: 1 HEREBY CERT9f-%—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. DATE: 3/16/2023 LICENSE NUMBER 56164 � OVfO: CITY 1104 [ELLS DATE �110 11,911Hawkins RKVI,g 11 Hawkins, o=Wng ht County Highway Depa rtment, ou, • .�yqT emallwlrgl1.hawklnsecawnght. mn.us, c=us 2023.03.24 06:01:52 -05'00 3.24.23 DATE APPI10V DI 111 GNT C T N QI�AT NG R DATE DISTRICT STATE AID ENGINEER: REVIEIIEO FOR COMPLIANCE OITH STATE AID RULES/POLICY DATE FOR STATE AID ENGINEER. APPROVED FOR STATE AID FUNDING SHEET NO.1 OF 60 SHEETS OT� ELM ST i BEGIN SAP 222-591-002 1 T ELM STREET STA 100+67.50 _..._..._.._..._..._..._..._.. _...J... —... _... _... _... _... _I.._..._.._...— ... _... _... _... _..l°—.._..._..._...J 1 0 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 _...-...-...-..-...-...-...-... -...-."-7 o BEGIN SAP 222-591-002 6TH STREET STA 10+50.00 I i 4TH STREET STA 20+60.00 BEGIN SAP 222-591-002 Ct W 6TH ST, I I I I 5 2 w -c 6TH STREET STA 15+90.00 I ! I I [-END SAP 222-591-002 - - .... ..._... _... _... _... _... ... _... _... ...... - 1 ...-...-...-...-...-..._..._..._... END SAP 222-591-002 4TH STREET STA 28+67.00 K REVISIONS WSW, Bw I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION. DR REPORT WAS PREPARED BY OR UNDER MKV MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER py, Bp THE LAWS OF THE STATE OF MINNESOTA. MKV WS IV pMOµ*d Bw PRINT N�ARCUS VANDERBRVGA-PE KH GGI 4+cYww ByT MKV DATE 3/16/2023 LICENSE 164 u 0 I. 110 111 1 2 :1 W 4TH ST I II 1D END SAP 222-591-002 ELM STREET STA 117+59.00 3RD ST 'I I M I CJ r _... _... _... _... ... _... — ... .... �. 114 115 116 117 ir 7. LL J SCALE IN FEET 0 75 150 LEGEND SECTION PLAN SHEET NUMBER INPLACE TOPOGRAPHY & UTILITES PLAN 22 22 23 23 24 24 REMOVAL PLANS 25 25 26 26 27 27 CONSTRUCTION PLAN 28 28 29 29 30 30 DRAINAGE PLAN - - 39 - - - TURF ESTABLISHMENT & EROSION CONTROL 45 45 46 46 47 47 SIGNING & STRIPING PLAN 49 49 50 50 51 51 CTTYiOF MONTICELLO, MINNESOTA Elm Street Improvements: SRTS Monticello Monticello, Minnesota GENERAL LAYOUT SAP 222-591-002 SHEET 2 OF 60 SHEETS NOTES 1. TO BE USED FOR LANSCAPE RETAINING WALLS AND WALL ALONG DRIVEWAY AT 713 4TH STREET PROPERTY. 2. TO BE USED ALONG ELM STREET AT 724 5TH ST PROPERTY. 3. TO BE COLORED RED, SEE SPECIFICATIONS. 4. SEE SHEET 11 FOR DETAIL. 5. TO BE USED IF EXTRA MATERIAL IS NEEDED FOR INSTALLING RETAINING WALL AT 713 4TH STREET PROPERTY. 6. TO BE USED TO REPLACE REMOVED TREES AND PLACED AS DIRECTED BY THE ENGINEER. (P) DENOTES PLAN QUANTITY. BASIS FOR QUANTITIES UNIT WEIGHT OF BITUMINOUS MIX: - 2360 MIX........................................................113 LBS/SY-IN TACK COAT - ALL SURFACES ....................................................0.05 GAL/SY NO. I DATE I BY CHK I REVISIONS MKV I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION. OR REPORT WAS PREPARED BY OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER ESTIMATED QUANTITIES SHEET PIDn Br MKV THE LAWS OF THE STATE OF MINNESOTA. PRINT N M e MARCUS VANOERBR C PE h, C I T Y OF � Elm Street Improvements: SATS MonticenoMonticello, TAB SHEET ITEM NUMBER DESCRIPTION NOTES UNITS PROJECT TOTAL QUANTITY SAP 222-591-002 ROADWAY QUANTITY SAP 222-591-002 STORM SEWER QUANTITY NON -PARTICIPATING LOCAL FUNDS WATERMAIN QUANTITY NON -PARTICIPATING WRIGHTCOUNTY QUANTITY N - 2021.501 MOBILIZATION DATE 3/16/2023 LICENSE 164 LUMP SUM 1 0.70 0.03 0.11 0.16 A 5 2101.502 CLEARING EACH 12 12 A 5 2101.502 GRUBBING EACH 12 12 K 48 2102.503 PAVEMENT MARKING REMOVAL LIN FT j 192 192 K 48 2102.518 PAVEMENT MARKING REMOVAL SQ FT 684 684 E 6 2104.502 REMOVE CASTING EACH 1 1 A 5 2104.502 REMOVE HYDRANT EACH 1 1 1 48 2104.502 REMOVE SIGN EACH 18 18 1 48 2104.502 REMOVE SIGN PANEL EACH 2 2 A 5 2104.502 REMOVE MAIL BOX SUPPORT EACH 3 3 A 5 2104.502 SALVAGE BOULDER EACH 1 1 J 48 2104.502 SALVAGE SIGN PANEL TYPE SPECIAL EACH 8 8 A 5 2104.503 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 1849 1849 A 5 2104.503 REMOVE CURB AND GUTTER LIN FT 1654 1654 A 5 2104.503 SALVAGE RETAINING WALL 1 LIN FT 60 60 A 5 2104.504 REMOVE CONCRETE DRIVEWAY PAVEMENT SQ YD 430 430 A 5 2104.504 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQ YD 469 469 A 5 2104.504 REMOVE BITUMINOUS PAVEMENT SQ YD 615 615 A 5 2104.518 REMOVE CONCRETE WALK SQ FT 2319 2319 F 8 2106.507 EXCAVATION - COMMON (P) CU YD 856 856 F 8 2106.507 EXCAVATION - SUBGRADE (P) CU YD 241 241 F 8 2106.507 SELECT GRANULAR EMBANKMENT (CV) (P) CU YD 241 241 F 8 2106.507 COMMON EMBANKMENT (CV) (P) CU YD 184 184 B 5 2211.507 AGGREGATE BASE (CV) CLASS 5 CU YD 500 500 B 5 2360.504 TYPE SP 9.5 WEARING COURSE MIXTURE (2;B) 4.0" THICK SQ YD 275 275 B 5 2360.509 TYPE SP 9.5 WEARING COURSE MIXTURE (4;F) TON 135 135 B 5 2360.509 TYPE SP 12.5 NON WEARING COURSE MIXTURE (4;B) TON 70 70 H 40 2451.507 FINE AGGREGATE BEDDING (CV) CU YD 5 5 H 40 2503.503 12" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT 19 19 H 40 2503.503 15" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT 41 41 38 2504.602 HYDRANT EACH 1 1 A 5 2504.602 RELOCATE HYDRANT EACH 3 3 A 5 2504.602 ADJUST HYDRANT EACH 1 1 A 5 2504.602 ADJUST GATE VALVE EACH 7 7 38 2504.602 6" PIPE PLUG EACH 1 1 38 2504.602 6" GATE VALVE AND BOX EACH 1 1 38 2504.602 8"X6" WET TAP EACH 1 1 38 2504.603 6" WATERMAIN DUCTILE IRON CL 52 LIN FT 18 18 G 40 2506.502 CASTING ASSEMBLY EACH 1 1 E 6 2506.502 ADJUST FRAME AND RING CASTING EACH 10 10 G 40 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN SD -48 LIN FT 7 7 H 40 2506.602 CONNECT INTO EXISTING DRAINAGE STRUCTURE EACH 2 2 2511.602 1 PLACE BOULDER 2 EACH 1 1 NOTES 1. TO BE USED FOR LANSCAPE RETAINING WALLS AND WALL ALONG DRIVEWAY AT 713 4TH STREET PROPERTY. 2. TO BE USED ALONG ELM STREET AT 724 5TH ST PROPERTY. 3. TO BE COLORED RED, SEE SPECIFICATIONS. 4. SEE SHEET 11 FOR DETAIL. 5. TO BE USED IF EXTRA MATERIAL IS NEEDED FOR INSTALLING RETAINING WALL AT 713 4TH STREET PROPERTY. 6. TO BE USED TO REPLACE REMOVED TREES AND PLACED AS DIRECTED BY THE ENGINEER. (P) DENOTES PLAN QUANTITY. BASIS FOR QUANTITIES UNIT WEIGHT OF BITUMINOUS MIX: - 2360 MIX........................................................113 LBS/SY-IN TACK COAT - ALL SURFACES ....................................................0.05 GAL/SY NO. I DATE I BY CHK I REVISIONS MKV I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION. OR REPORT WAS PREPARED BY OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER M O N T I C E L L O, MINNESOTA SHEET PIDn Br MKV THE LAWS OF THE STATE OF MINNESOTA. PRINT N M e MARCUS VANOERBR C PE h, C I T Y OF � Elm Street Improvements: SATS MonticenoMonticello, 3 OF CTadMO By. KH ws Minnesota ESTIMATED QUANTITIES 60 B„MKV N - SAP 222-591-002 SHEETS DATE 3/16/2023 LICENSE 164 NOTES 1. TO BE USED FOR LANSCAPE RETAINING WALLS AND WALL ALONG DRIVEWAY AT 713 4TH STREET PROPERTY. 2. TO BE USED ALONG ELM STREET AT 724 5TH ST PROPERTY. 3. TO BE COLORED RED, SEE SPECIFICATIONS. 4. SEE SHEET 11 FOR DETAIL. 5. TO BE USED IF EXTRA MATERIAL IS NEEDED FOR INSTALLING RETAINING WALL AT 713 4TH STREET PROPERTY. 6. TO BE USED TO REPLACE REMOVED TREES AND PLACED AS DIRECTED BY THE ENGINEER. (P) DENOTES PLAN QUANTITY. BASIS FOR QUANTITIES UNIT WEIGHT OF BITUMINOUS MIX: - 2360 MIX........................................................113 LBS/SY-IN TACK COAT - ALL SURFACES ....................................................0.05 GAL/SY NO. I DATE I BY CHK I REVISIONS MKV I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION. OR REPORT WAS PREPARED BY OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER ESTIMATED QUANTITIES SHEET PIDn Br THE LAWS OF THE STATE OF MINNESOTA. C I T Y OF TAB SHEET ITEM NUMBER DESCRIPTION NOTES UNITS PROJECT TOTAL QUANTITY SAP 222-591-002 ROADWAY QUANTITY SAP 222-591-002 STORM SEWER QUANTITY NON -PARTICIPATING LOCAL FUNDS WATERMAIN QUANTITY NON -PARTICIPATING WRIGHTCOUNTY QUANTITY C 5 2521.518 4" CONCRETE WALK B„MKV SQ FT 15388 15388 SHEETS DATE 3/16/2023 LICENSE 164 C 5 2521.518 4" CONCRETE WALK SPECIAL 3 SQ FT 838 838 C 5 2521.602 DRILL AND GROUT REINF BAR (EPDXY COATED) EACH 129 129 C 5 2521.618 CONCRETE CURB RAMP WALK SQ FT 3270 3270 C 5 2531.503 CONCRETE CURB AND GUTTER DESIGN B612 LIN FT 212 212 C 5 2531.503 CONCRETE CURB AND GUTTER DESIGN B618 LIN FT 1372 1372 C 5 2531.504 6" CONCRETE DRIVEWAY PAVEMENT SQYD 498 498 C 5 2531.618 TRUNCATED DOMES SQ FT 512 512 2540.602 MAIL BOX SUPPORT 4 EACH 3 3 2540.603 INSTALL RETAINING WALL 1 LIN FT 60 60 2540.618 STONE RETAINING WALL SQ FT 599 599 2540.618 BRICK RETAINING WALL 5 SQ FT 20 20 2563.601 TRAFFIC CONTROL LUMP SUM 1 0.70 0.03 0.11 0.16 J 48 2564.502 INSTALL SIGN PANEL TYPE SPECIAL EACH 8 8 1 48 2564.618 SIGN SQ FT 97 97 1 48 2564.618 SIGN PANEL SQ FT 8 8 2565.616 PEDESTRIAN CROSSWALK FLASHER SYSTEM SYSTEM 1 1 2565.616 REVISE SIGNAL SYSTEM SYSTEM 1 0.25 0.75 2571.502 DECIDUOUS TREE 2" CAL B&B 6 EACH 12 12 D 6 2573.502 STORM DRAIN INLET PROTECTION EACH 22 22 D 6 2573.503 SEDIMENT CONTROL LOG TYPE WOOD FIBER LIN FT 2908 2908 D 6 2575.504 SODDING TYPE LAWN SQ YD 1682 1682 D 6 2575.508 HYDRAULIC STABILIZED FIBER MATRIX POUND 2089 2089 K 48 2582.503 24" SOLID LINE PREFORM THERMO GROUND IN LIN FT 106 106 K 1 48 2582.518 CROSSWALK PREFORM THERMOPLASTIC GROUND IN SQ FT 1110 1110 NOTES 1. TO BE USED FOR LANSCAPE RETAINING WALLS AND WALL ALONG DRIVEWAY AT 713 4TH STREET PROPERTY. 2. TO BE USED ALONG ELM STREET AT 724 5TH ST PROPERTY. 3. TO BE COLORED RED, SEE SPECIFICATIONS. 4. SEE SHEET 11 FOR DETAIL. 5. TO BE USED IF EXTRA MATERIAL IS NEEDED FOR INSTALLING RETAINING WALL AT 713 4TH STREET PROPERTY. 6. TO BE USED TO REPLACE REMOVED TREES AND PLACED AS DIRECTED BY THE ENGINEER. (P) DENOTES PLAN QUANTITY. BASIS FOR QUANTITIES UNIT WEIGHT OF BITUMINOUS MIX: - 2360 MIX........................................................113 LBS/SY-IN TACK COAT - ALL SURFACES ....................................................0.05 GAL/SY NO. I DATE I BY CHK I REVISIONS MKV I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION. OR REPORT WAS PREPARED BY OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER M O N T I C E L L O, MINNESOTA SHEET PIDn Br THE LAWS OF THE STATE OF MINNESOTA. C I T Y OF 4 MKV PRINT N M e MARCUS VANOERBR C PE h, � Elm Street Improvements: SATS MonticenoMonticello, OF CTadMO By. KH ws Minnesota ESTIMATED QUANTITIES 60 B„MKV N - SAP 222-591-002 SHEETS DATE 3/16/2023 LICENSE 164 (1) QUANTITY INCLUDES UNDER ROADWAY PAVEMENT, CONCRETE WALKS, AND CURB AND GUTTER. BITUMINOUS & AGGREGATE B REMOVALS LOCATION TYPE SP 9.5 WEARING COURSENON-WEARING MIX (4,F) (SPWEA440F) TON TYPE SP 12.5 COURSE MIX (4,B) (SPNWB330B) TON TYPE SP 9.5 WEARING COURSE MIX t2, 4.0" THICC K (SPWEA2408) SQ YD AGGREGATE BASE (CV) CLASS 5 (]) CU YD CURB AND GUTTER DESIGN 8612 LIN FT CURB AND GUTTER DESIGN 8618 LIN FT 6"4" CONCRETE DRIVEWAY PAVEMENT SQ YD A 4" CONCRETE WALK SPECIAL SQ FT LOCATION z x a J u EACH z m m n 0 EACH BITUMINOUS PAVEMENT SQ YD BITUMINOUS IVEWAY PAVEMENT SQ YD REMOVE CONCRETE DRIVEWAY CONCRETE PAVEMENT WALK SQ YD SQ FT CURB & GUTTER LIN FT MAIL BOX SUPPORT EACH SALVAGE RETAINING WALL BOULDER LIN FT EACH REMOVE HYDRANT EACH RELOCATE HYDRANT EACH ADJUST HYDRANT EACH ADJUST GATE VALVE EACH SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT SAP 222-591-002 15 8 14 71 STA 106+00.00 TO STA 112+00.00 21 11 69 99 STA 112+00.00 TO STA 117+59.00 61 31 98 ELM STREET 48 SUBTOTAL ELM STREET 97 50 181 319 4TH STREET 728 30 112 STA 112+00.00 STA 20+60.00 TO STA 24+10.00 8 STA 100+67.50 TO STA 106+00.00 5 5 67 23 20 41 176 916 1 23 12 41 103 224 STA 106+00.00 TO STA 112+00.00 84 195 89 511 354 53 20 TO STA 24+10.00 1 1 135 70 344 STA 112+00.00 TO STA 117+59.00 1 1 310 154 52 1706 581 1995 1 18 60 3 704 SUBTOTAL ELM STREET 6 6 461 372 161 2217 1111 20 1 1 1 1 3 1272 4TH STREET STA 10+50.00 TO STA 15+90.00 197 129 2676 252 12 40 PROJECT TOTAL 212 1 1372 STA 20+60.00 TO STA 24+10.00 2 2 30 1 128 137 20 1 1 126 STA 24+10.00 TO STA 28+67.00 1 62 41 19 1 102 1 152 1 1 208 SUBTOTAL 4TH STREET 2 1 2 92 41 147 102 289 20 2 2 334 6TH STREET STA 10+50.00 TO STA 15+90.004 4 62 56 122 254 3 20 1 2 243 PROJECT TOTAL 12 12 615 469 430 2319 1654 3 60 1 1 3 1 7 1849 (1) QUANTITY INCLUDES UNDER ROADWAY PAVEMENT, CONCRETE WALKS, AND CURB AND GUTTER. BITUMINOUS & AGGREGATE B LOCATION TYPE SP 9.5 WEARING COURSENON-WEARING MIX (4,F) (SPWEA440F) TON TYPE SP 12.5 COURSE MIX (4,B) (SPNWB330B) TON TYPE SP 9.5 WEARING COURSE MIX t2, 4.0" THICC K (SPWEA2408) SQ YD AGGREGATE BASE (CV) CLASS 5 (]) CU YD CURB AND GUTTER DESIGN 8612 LIN FT CURB AND GUTTER DESIGN 8618 LIN FT 6"4" CONCRETE DRIVEWAY PAVEMENT SQ YD CONCRETE WALK SQ FT 4" CONCRETE WALK SPECIAL SQ FT DRILL AND CONCRETE GROUT REINF CURB RAMP BAR (EPDXY WALK COATED) SQ FT EACH SAP 222-591-002 SAP 222-591-002 ELM STREET ELM STREET STA 100+67.50 TO STA 106+00.00 15 8 14 71 STA 106+00.00 TO STA 112+00.00 21 11 69 99 STA 112+00.00 TO STA 117+59.00 61 31 98 149 48 SUBTOTAL ELM STREET 97 50 181 319 4TH STREET 728 30 112 STA 112+00.00 STA 20+60.00 TO STA 24+10.00 8 4 2881 48 STA 24+10.00 TO STA 28+67.00 15 8 41 55 916 SUBTOTAL 4TH STREET 23 12 41 103 6TH STREET 4TH STREET STA 10+50.00 TO STA 15+90.00 15 8 53 78 TO STA 24+10.00 PROJECT TOTAL 1 135 70 1 275 500 (1) QUANTITY INCLUDES UNDER ROADWAY PAVEMENT, CONCRETE WALKS, AND CURB AND GUTTER. NO. I DATE I BY CHK I REVISIONSPION 6y�n I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION. OR REPORT WAS PREPARED BY OR UNDER SHEET MKV NY DIRECT SUPERVISION AND THAT I W A DULY LICENSED PROFESSIONAL ENGINEER UNDER MKV THE LAWSOF THE STATE Of MINNESOTA. `' 1 Y('F Elm Street Improvements: SRTS M O N T I C E L L O, MINNESOTA 5 E K BY PRINT N M L MARCUSVANDERBR ID PE OF KH Vsb MontiefloMonticello, Minnesota QUANTITY TABULATIONS 60 GGI APP�owo en MKV DATE 3/16/2023 LICENSE 164 SAP 222-591-002 SHEETS CONCRETE C LOCATION CURB AND GUTTER DESIGN 8612 LIN FT CURB AND GUTTER DESIGN 8618 LIN FT 6"4" CONCRETE DRIVEWAY PAVEMENT SQ YD CONCRETE WALK SQ FT 4" CONCRETE WALK SPECIAL SQ FT DRILL AND CONCRETE GROUT REINF CURB RAMP BAR (EPDXY WALK COATED) SQ FT EACH TRUNCATED DOMES SQ FT SAP 222-591-002 ELM STREET STA 100+67.50 TO STA 106+00.00 149 29 2789 838 286 15 48 STA 106+00.00 TO STA 112+00.00 127 238 96 3233 728 30 112 STA 112+00.00 TO STA 117+59.00 85 529 99 2881 1517 48 232 SUBTOTAL ELM STREET 212 916 224 8903 838 2531 93 392 4TH STREET STA 20+60.00 TO STA 24+10.00 107 127 1764 1 119 6 20 STA 24+10.00 TO STA 28+67.00 152 18 1995 368 18 60 SUBTOTAL 4TH STREET 259 145 3759 487 24 80 6TH STREET STA 10+50.00 TO STA 15+90.00 197 129 2676 252 12 40 PROJECT TOTAL 212 1 1372 1 498 15338 838 3270 129 512 NO. I DATE I BY CHK I REVISIONSPION 6y�n I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION. OR REPORT WAS PREPARED BY OR UNDER SHEET MKV NY DIRECT SUPERVISION AND THAT I W A DULY LICENSED PROFESSIONAL ENGINEER UNDER MKV THE LAWSOF THE STATE Of MINNESOTA. `' 1 Y('F Elm Street Improvements: SRTS M O N T I C E L L O, MINNESOTA 5 E K BY PRINT N M L MARCUSVANDERBR ID PE OF KH Vsb MontiefloMonticello, Minnesota QUANTITY TABULATIONS 60 GGI APP�owo en MKV DATE 3/16/2023 LICENSE 164 SAP 222-591-002 SHEETS M N N M O W W O W O TURF ESTABLISHMENT & EROSION CONTROL D LOCATION SODDING TYPE LAWN HYDRAULIC STORM DRAIN STABILIZED INLET FIBER MATRIX PROTECTION SEDIMENT CONTROL LOG. TYPE WOOD FIBER EX. STR. NUMBER ALIGNMENT SO YD POUND EACH LIN FT INVERT DRAINS TO STRUCTURE TYPE REMOVE PIPE TYPE CASTING EACH ADJUST FRAME & RING CASTING EACH 4001 ELM SAP 222-591-002 113+02 41 RT 4002 ELM STREET RCP 4002 ELM STREET STA 100+67.50 TO STA 106+00.00 174 216 2 480 STA 106+00.00 TO STA 112+00.00 443 549 STREET 651 STA 112+00.00 TO STA 117+59.00 480 596 9 652 1 SUBTOTAL ELM STREET 1097 1361 11 1783 4TH STREET 4006 MH RCP STA 20+60.00 TO STA 24+10.00 170 211 2 297 STA 24+10.00 TO STA 28+67.00 162 202 5 383 ELM SUBTOTAL 4TH STREET 332 413 7 680 6TH STREET MH RCP 4007 ELM STA 10+50.00 TO STA 15+90.00 253 1 315 4 445 CB PROJECT TOTAL 1682 1 2089 22 2908 NO. I DATE I BY CHK I REVISIONSPION 6y�n THEDS I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION. DR REPORT WAS PREPARED BY OR UNDER SHEET LAWS MKV DIRECT SUPERVISION THE STATE AND OF MINNESOTA. ITAM A DULY LICENSED PROFESSIONAL ENGINEER UNDER �_ Y C) F M O N T I C E L L O, M I N N E S O T A 6 MKV I- r^' Elm Street Improvements: SRTS OF p PvNN1e PRINT N M L MARCUS VANDERBR C PE \ /� /(� y \ Montl�e�V Monticello, Minnesota QUANTITY TABULATIONS 60 APP�owo en KH MKV DATE 3/16/2023 LICENSE 164 SAP 222-591-002 SHEETS EXISTING DRAINAGE TABULATION E EX. STR. NUMBER ALIGNMENT STATION OFFSET SIDE EXISTING TOP OF CASTING INVERT DRAINS TO STRUCTURE TYPE REMOVE PIPE TYPE CASTING EACH ADJUST FRAME & RING CASTING EACH 4001 ELM STREET 113+02 41 RT 4002 CB RCP 4002 ELM STREET 112+62 41 RT 4003 CB RCP 1 4003 ELM STREET 112+43 22 RT 4004 CB RCP 1 4004 ELM STREET 112+76 11 RT 4006 MH RCP 4005 ELM STREET 112+43 22 LT 4006 CB RCP 1 4006 ELM STREET 112+78 16 LT 4011 MH RCP 4007 ELM STREET 116+67 46 RT 4008 CB RCP 4008 ELM STREET 116+49 23 RT 4011 CB RCP 1 4009 ELM STREET 117+43 42 RT 4011 CB RCP 4010 ELM STREET 116+30 22 LT 4011 CB RCP 1 4011 ELM STREET 116+76 10 LT EXISTING MH RCP 4012 ELM STREET 100+90 20 RT 4013 CB RCP 4013 ELM STREET 100+56 24 RT 4016 MH RCP 4014 6TH STREET 13+96 40 LT 4016 CB RCP 4015 6TH STREET 13+78 21 LT 4016 CB RCP 1 4016 6TH STREET 13+93 6 LT 4019 MH RCP 4017 6TH STREET 14+33 39 LT 4019 CB RCP 4018 6TH STREET 14+51 21 LT 4019 CB RCP 1 4019 6TH STREET 14+47 7 LT EXISTING MH RCP 4020 4TH STREET 23+94 39 LT 4023 CB RCP 4021 4TH STREET 23+81 20 LT 4023 CB RCP 1 4022 4TH STREET 24+30 40 LT 4023 CB RCP 4023 4TH STREET 23+86 11 LT 4024 MH RCP 4024 4TH STREET 23+97 6 RT 4026 MH RCP 4025 4TH STREET 24+47 20 LT 4026 CB RCP 1 4026 4TH STREET 24+47 13 RT 4031 MH RCP 4027 4TH STREET 28+16 38 LT 4030 CB RCP 4028 4TH STREET 28+50 39 LT 4030 CB RCP 1 4029 4TH STREET 28+67 20 LT 4030 CB RCP 1 4030 4TH STREET 28+44 10 LT 4031 MH RCP 4031 4TH STREET 28+44 1 12 RT EXISTING MH RCP TOTAL 1 10 NO. I DATE I BY CHK I REVISIONSPION 6y�n THEDS I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION. DR REPORT WAS PREPARED BY OR UNDER SHEET LAWS MKV DIRECT SUPERVISION THE STATE AND OF MINNESOTA. ITAM A DULY LICENSED PROFESSIONAL ENGINEER UNDER �_ Y C) F M O N T I C E L L O, M I N N E S O T A 6 MKV I- r^' Elm Street Improvements: SRTS OF p PvNN1e PRINT N M L MARCUS VANDERBR C PE \ /� /(� y \ Montl�e�V Monticello, Minnesota QUANTITY TABULATIONS 60 APP�owo en KH MKV DATE 3/16/2023 LICENSE 164 SAP 222-591-002 SHEETS CONSTRUCTION AND SOIL NOTES 1. TOP OF THE GRADING GRADE IS DEFINED AS THE BOTTOM OF THE CLASS 5 AGGREGATE BASE. 2. WHERE CONNECTING TO IN-PLACE ROADWAYS AT THE TERMINI OF PROPOSED NEW CONSTRUCTION, CUT VERTICALLY TO THE BOTTOM OF THE IN-PLACE SURFACING, THEN AT A 1(V):20(H) TAPER TO THE BOTTOM OF THE RECOMMENDED SUBGRADE EXCAVATION. 3. THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF PRIVATE UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL-INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING THEIR OWN DETERMINATIONS AS TO THE TYPE AND LOCATION OF PRIVATE UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO. CONTRACTOR WILL CALL GOPHER STATE ONE A MINIMUM OF 48 HOURS PRIOR TO EXCAVATION. 4. THE CONSTRUCTION LIMITS AS SHOWN IN THE PLANS REPRESENT THE POINT OF INTERSECTION BETWEEN THE REQUIRED FILL OR CUT SLOPE. THE CONSTRUCTION LIMITS DO NOT INCLUDE AREAS REQUIRED FOR SLOPE ROUNDING. 5. ANY DEBRIS WHICH MAY BE ENCOUNTERED DURING GRADING SHALL BE DISPOSED OF BY THE CONTRACTOR OFF THE PROJECT RIGHT OF WAY IN A SUITABLE DISPOSAL AREA AS APPROVED BY THE ENGINEER (INCIDENTAL). 6. OBTAIN COMPACTION OF THE GRADING AND AGGREGATE PORTIONS OF ROADWAY CONSTRUCTION IN ACCORDANCE WITH THE "PENETRATION INDEX METHOD" REQUREMENTS. 7. OBTAIN COMPACTION OF THE WALKWAY PORTIONS OF CONSTRUCTION IN ACCORDANCE WITH THE "QUALITY COMPACTION METHOD" RQUIREMENTS. (INCIDENTAL) 8. NO EXTRA PAYMENT WILL BE MADE FOR MOVING, PLACING, OR TEMPORARY STOCKPILING OF EXCAVATION, EMBANKMENT AND/OR BORROW MATERIAL. 9. UNLESS OTHERWISE SPECIFICALLY ALLOWED OR REQUIRED BY THE CONTRACT, BITUMINOUS AND CONCRETE ITEMS DISTURBED BY CONSTRUCTION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND MAY BE RECYCLED OR DISPOSED OF OFF THE RIGHT OF WAY. 10. PROVIDE A UNIFORM TACK COAT AS DOCUMENTED IN THE MOST CURRENT SPEC. 2357 - BITUMINOUS TACK COAT REQUIREMENTS, WHICH SHALL BE INCIDENTAL. 11. PIPE SEWERS CONNECTING MANHOLES AND CATCH BASINS SHALL BE IN ACCORDANCE WITH SPEC. 2503. BEDDING AND BACKFILL SHALL CONSIST OF UNIFORM COMMON EMBANKMENT MATCHING ADJACENT SOILS UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 12. TEMPORARY EROSION CONTROL - TEMPORARY EROSION CONTROL DEVICES AND THEIR SUGGESTED LOCATIONS HAVE BEEN SHOWN IN THE PLANS ALONG WITH PAY ITEMS FOR THEIR USE. THIS DOES NOT HOWEVER RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITIES TO CONDUCT HIS CONSTRUCTION IN A MANNER THAT WILL CONTROL EROSION. RESPONSIBILITY FOR CONTROLLING EROSION AND MAINTENANCE OF EROSION CONTROL AS SET IN MNDOT SPECIFICATIONS 1717, 1803, 2101, 2105, 2573, 2575, AND IS AMENDED BY THE SPECIAL PROVISIONS. 13. ALL TRAFFIC CONTROL DEVICES 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. NO. I DATE I BY CHK( I REVISIONS Pim I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION. DR REPORT WAS PREPARED BY OR LNDER SHEET MKV MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER M O N T I C E L L O, MINNESOTA THE LAWS OF THE STATE OF MINNESOTA. `-" Y"F Elm Street Improvements: SRTS 7 MKV PRINT NAME' MARCUS VANDERBR C PE ` /L /� I/'� OF AWPvNB>YV\V, jb l•/ MontiefloMonticello, Minnesota SOILS AND CONSTRUCTION NOTES 60 KH GGI APP�owo en MKV DATE 3/16/2023 LICENSE 164 SAP 222-591-002 SHEETS THE FOLLOWING STANDARD PLATES, APPROVED BY THE FEDERAL HIGHWAY ADMINISTRATION, SHALL APPLY ON THIS PROJECT MNDOT STANDARD PLATES PLATE NO.1 DESCRIPTION 1103L TYPICAL DOWEL BAR ASSEMBLY (2 SHEETS) 4108F ADJUSTING RINGS FOR CATCH BASINS AND MANHOLES 4132F CATCH BASIN FRAME CASTING (FOR SQUARE GRATE) - CASTING NO. 805 4154B CATCH BASIN GRATE CASTING - CASTING NO. 816 7038A DETECTABLE WARNING SURFACE TRUNCATED DOMES 7100H CONCRETE CURB AND GUTTER (DESIGN B AND DESIGN V) BOOOK TEMPORARY CHANNELIZERS (3 SHEETS) 8111E TRAFFIC SIGNAL BRACKETING (PEDESTAL MOUNTED) (3 SHEETS) 8112I PEDESTAL FOUNDATION (TRAFFIC CONTROL SIGNALS) 81200 POLE FOUNDATION (PASS) 8122F PEDESTAL AND PEDESTAL BASE (FOR TRAFFIC CONTROL SIGNALS SUPPORT) 8123G POLE AND MAST ARM - LUMINAIRES AND TRAFFIC LIGHTS ASSEMBLY (FOR ALL 8126L POLE FOUNDATION (PA90 AND PAIOO) 8129A SHIM AND WASHER (TRAFFIC CONTROL SIGNALS AND ROADWAY LIGHTING) NO. I DATE I BY CHK( I REVISIONS Pim I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION. DR REPORT WAS PREPARED BY OR LNDER SHEET MKV MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER M O N T I C E L L O, MINNESOTA THE LAWS OF THE STATE OF MINNESOTA. `-" Y"F Elm Street Improvements: SRTS 7 MKV PRINT NAME' MARCUS VANDERBR C PE ` /L /� I/'� OF AWPvNB>YV\V, jb l•/ MontiefloMonticello, Minnesota SOILS AND CONSTRUCTION NOTES 60 KH GGI APP�owo en MKV DATE 3/16/2023 LICENSE 164 SAP 222-591-002 SHEETS EARTH WORK TABULATION F EXCAVATION COMMON F EXCAVATION COMMON EMBANKMENT COMMON STA. — STA. CU YD (EV) CU YD (CV) ELM ST — STA. CU YD (EV) 100+89 — 101+00 3 1 101+00 — 101+25 8 1 101+25 — 101+50 8 1 101+50 — 101+75 7 1 101+75 — 102+00 7 1 102+00 — 102+25 9 1 102+25 — 102+50 11 1 102+50 — 102+75 8 1 102+75 — 103+00 10 2 103+00 — 103+25 13 1 103+25 — 103+50 9 0 103+50 — 103+75 5 0 103+75 — 104+00 5 0 104+00 — 104+25 5 0 104+25 — 104+33 2 0 104+33 — 104+92 0 0 104+92 — 105+00 2 0 105+00 — 105+25 9 2 105+25 — 105+50 8 2 105+50 — 105+75 6 1 105+75 — 106+00 7 2 106+00 — 106+25 5 6 106+25 — 106+50 1 9 106+50 — 106+75 2 5 106+75 — 107+00 3 3 107+00 — 107+25 3 3 107+25 — 107+50 5 2 107+50 — 107+75 5 2 107+75 — 108+00 3 3 108+00 — 108+25 4 3 108+25 — 108+37 2 1 108+37 — 109+05 0 0 109+05 — 109+25 2 2 109+25 — 109+50 8 3 109+50 — 109+75 11 3 109+75 — 110+00 11 3 110+00 — 110+25 16 1 110+25 — 110+50 16 2 110+50 — 110+75 11 3 110+75 — 111+00 14 2 111+00 — 111+25 15 3 111+25 - 111+50 9 4 111+50 - 111+75 5 2 111+75 — 112+00 9 3 112+00 — 112+25 12 7 112+25 — 112+50 10 9 112+50 — 113+15 1 0 1 0 EARTH F WORK TABULATION EXCAVATION COMMON F STA. — STA. CU YD (EV) CU YD (CVI EXCAVATION COMMON EMBANKMENT COMMON STA. 10+39 — 10+50 — STA. CU YD (EV) CU YD (CV) 113+15 1 — 113+25 3 1 113+25 14 — 113+50 5 2 113+50 11+50 - 11+75 — 113+75 5 2 113+75 1 — 114+00 5 2 114+00 12 — 114+25 11 1 114+25 12+75 — 13+00 - 114+50 11 1 114+50 0 - 114+75 4 3 114+75 7 — 115+00 2 6 115+00 14+00 — 14+50 — 115+25 2 6 115+25 2 — 115+50 3 3 115+50 18 — 115+75 10 2 115+75 15+50 — 15+75 — 116+00 15 2 116+00 1 — 116+25 10 3 116+25 856 — 116+46 6 2 ELM ST SUBTOTAL 416 138 4TH ST 20+39 — 20+50 2 1 20+50 — 20+75 5 1 20+75 — 21+00 11 0 21+00 — 21+25 11 0 21+25 — 21+50 5 1 21+50 — 21+75 5 1 21+75 — 22+00 13 5 22+00 — 22+25 15 5 22+25 — 22+50 9 1 22+50 — 22+75 10 1 22+75 — 23+00 11 1 23+00 — 23+25 11 2 23+25 — 23+50 11 1 23+50 — 23+75 9 1 23+75 — 24+50 0 0 24+50 — 24+75 7 1 24+75 — 25+00 7 1 25+00 — 25+25 7 1 25+25 — 25+50 7 1 25+50 — 25+75 12 0 25+75 — 26+00 11 0 26+00 — 26+25 5 0 26+25 — 26+50 11 0 26+50 — 26+75 11 0 26+75 — 27+00 4 0 27+00 — 27+25 4 0 27+25 — 27+50 4 0 27+50 — 27+75 4 0 27+75 — 28+00 4 0 28+00 — 28+11 1 0 4TH ST SUBTOTAL 227 25 EARTH WORK TABULATION F F EXCAVATION COMMON EMBANKMENT COMMON STA. — STA. CU YD (EV) CU YD (CVI 6TH ST SAP 222-591-002 10+39 — 10+50 3 0 10+50 — 10+75 6 1 10+75 — 11+00 10 1 11+00 - 11+25 14 2 11+25 - 11+50 12 1 11+50 - 11+75 8 1 11+75 — 12+00 6 1 12+00 — 12+25 10 1 12+25 — 12+50 12 1 12+50 — 12+75 8 1 12+75 — 13+00 14 0 13+00 — 13+25 14 0 13+25 — 13+50 5 1 13+50 — 13+75 7 1 13+75 — 14+00 14 1 14+00 — 14+50 0 0 14+50 — 14+75 16 2 14+75 — 15+00 16 1 15+00 — 15+25 18 1 15+25 — 15+50 10 2 15+50 — 15+75 7 1 15+75 — 15+85 3 1 6TH ST SUBTOTAL 213 21 PROJECT TOTAL 856 184 EARTH WORK TABULATION F EXCAVATION SUBGRADE EMBANKMENT SELECT GRANULAR STA. - STA. CU YD (EV) CU YD (CV) SAP 222-591-002 ELM STREET 100+67.50 - 106+00.00 28 28 106+00.00 - 112+00.00 45 45 112+00.00 - 117+59.00 96 96 SUBTOTAL ELM STREET 169 169 4TH STREET 20+60.00 - 24+10.00 15 15 24+10.00 - 28+67.00 28 28 SUBTOTAL 4TH STREET 43 43 6TH STREET 10+50.00 - 15+90.00 29 29 PROJECT TOTAL 241 241 NO. I DATE I BY CHK I REVISIONSPION 6y�n I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION. OR REPORT WAS PREPARED BY OR UNDER SHEET MKV MY DIRECT SUPERVISION AND THAT I W A DULY LICENSED PROFESSIONAL ENGINEER UNDERM O N T I C E L L O, MINNESOTA THE LAWS OF THE STATE OF MINNESOTA. ('I 11' C ) F 8 MKV I- �- 1�/^�QElm Street Improvements: SRTSp,Kµ�By, PRINT N M L MARCUSVANDERBR C PE \ /f, /(� b iJ mo� t1LGffo Monticello, Minnesota EARTHWORK TABULATION 60 KH V \N/ J _ APP�owo en MKV DATE 3/16/2023 LICENSE I64 SAP 222-591-002 OF INSET A ELM STREET 4TH STREET 6TH STREET FULL DEPTH PATCHING 4" TYPE SP 9.5 WEARING COURSE MIXTURE (4,F) (SPWEA440F) (2 LIFTS) 2" TYPE SP 12.5 NON WEARING COURSE MIXTURE (4.B) (SPNWB430B) 6" AGGREGATE BASE (CV) CLASS 5 12" SELECT GRANULAR EMBANKMENT (CV) o o .°. . .o., a _ INSET D CONCRETE WALK CONCRETE CURB RAMP WALK (ADA PEDESTRIAN RAMPS & LANDINGS) 4" CONCRETE WALK (SIDEWALK) 4" CONCRETE WALK SPECIAL (2' COLORED BUFFER) (NON—REINFORCED CONCRETE) 4" AGGREGATE BASE (CV) CLASS 5 INSET D BITUMINOUS DRIVEWAYS BITUMINOUS PARKING LOT 4" TYPE SP 9.5 WEARING COURSE AT MIXTURE (SPWEA240B) — (2 LIFTS) 6" AGGREGATE BASE (CV) CLASS 5 — PAID FOR AS TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) 4.0" THCK BY THE SQUARE YARD VARIES B612/B618 CONCRETE CURB AND GUTTER (TIPPED IN) SURFACING VARIES 0.06 '/' AGGREGATE BASE (CV) CLASS 5-J GRADING GRADE „. - , G INSET C CONCRETE DRIVEWAYS 6" CONCRETE DRIVEWAY PAVEMENT 4" AGGREGATE BASE (CV) CLASS 5 6" SLOPE DRESSING — 0.04' /' ' �-- COMMON EMBANKMENT (CV) J2 1 12.0" EXCAVATION - SUBGRADE BACKFILL WITH 12.0" SELECT GRANULAR EMBANKMENT (CV) DETAIL A CONCRETE CURB & GUTTER NO. I DATE I BY CHK I REVISIONS I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION. DR REPORT WAS PREPARED BY OR LNDER SHEET MKV MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER Py, BIN THE LAWS OF THE STATE OF MINNESOTA. (' 111' C ) F M O N T I C E L L O, MINNESOTA 9 MKV I — 1�/^(Q Elm Street Improvements: SRTS INSETS & DETAILS OF uecNao ByA PRINT N M L MARCUS VANDERBR C PE \ /f, /(� MO �t1LGflo Monticello, Minnesota TYPICAL SECTIONS 60 KH V \N/ J APP.°wo Bn MKV DATE 3/16/2023 LICENSE I64 SAP 222-591-002 SHEETS ELM STREET STA 108+36.52 TO STA 109+15.80 STA 111+98.84 TO STA 112+80.00 o -lv -lv 1L lL 4--1U 4--1V b WALK BLVD 1.5' EX SHLD EX THRU LANE EX THRU LANE EX SH qj BLVD WALK 2' _ k4 3 0.0151/' / \ 0.015'/' p _ EXISTING x —~ B618 _ — — — — — — — — — — — — — — _ B618 �— M EXISTING GROUND GROUND 6" SLOPE DRESSING % 6" SLOPE DRESSING INSET "D" 6" SLOPE DRESSING INSET "A" GRADING GRADE SEE DETAIL "A" 12.0" EXCAVATION - SUBGRADE, BACKFILL WITH 12.0" SELECT GRANULAR EMBANKMENT MNDOT SPEC. 2106 ELM STREET STA 100+67.54 TO STA 105+93.60 8' WALK 2 O WALK SPECIAL— EX. PECIAL1EX. C&G 0.015'/' op'* _ — C EXISTING GROUND O 1 6" SLOPE DRESSING INSET "D" INSET "D" INSET "A" 6" SLOPE DRESSING GRADING GRADE SEE DETAIL "A" ELM STREET STA 105+93.60 TO STA 108+36.52 STA 109+15.80 TO STA 111+98.84 STA 112+80.00 TO STA 117+58.00 2'-8' 6' BLVD WALK O EX. C&G_ 0.015'/' Mp EXISTING OGROUND 1 6" SLOPE DRESSING 6" SLOPE DRESSING INSET "D" 12.0" EXCAVATION - SUBGRADE, BACKFILL WITH 12.0" SELECT GRANULAR EMBANKMENT MNDOT SPEC. 2106 6TH STREET 4TH STREET STA 10+38.10 TO STA 15+89.70 STA 20+36.07 TO STA 28+67.10 6' WALK O 3 EX. C&G 0.015/ MpX _ — — — — — --EXISTING ~— EXISTING 1O GROUND 6" SLOPE DRESSING INSET "D" SPECIFIC NOTES: 1Q SEE CONSTRUCTION PLAN FOR CURB AND GUTTER REPLACEMENT AREAS. 2Q RETAINING WALLS AT VARIOUS LOCATIONS. SEE RETAINING WALL PLANS FOR DETAILS. GENERAL NOTES: - ALL CROSS SLOPES ARE IN FEET / FOOT. NO. DATE BY CHK REVISIONS DW9,, Ow I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION. DR REPORT WAS PREPARED BY OR UNDER M O N T I C E L L O , MINNESOTA SHEET MKV MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER Py, B,, THE LAWS OF THE STATE OF MINNESOTA. �- I 1 } A 0 MKV I— Elm Street Improvements: SRTS ELM STREET OF1 uecNao ByN PRINT N M L MARCUS VANDERBR C PE \ /� /('� y \ MontiefloMonticello, Minnesota TYPICAL SECTIONS 60 KH V \N/ J 1,�./) APP.owo Bn MKV DATE 3/16/2023 LICENSE 164 SAP 222-591-002 SHEETS N N C O W 0 0 CONTRACTION JOINT (SAWED OR PREFORMED) ON 16' OR WADER DRIVE R-5'- 0" 3/8 x 1" FORMED CONTRACTION JOINT TO BE SEALED WITH HOT POURED CONCRETE JOINT SEALER EXPANSION JOINT STEEL TO BE USE DRIVEWAY SLAB IS INTEGRAL WITH GU 26" VARIES CONTRACTION JOINTS PLAN R-5'- 0" SECTION Standard Plate Library City of Monticello 3/8 " x 1" FORMED CONTRACTION JOINT TO BE SEALED WITH HOT POURED CONCRETE JOINT SEALER EXPANSION JOINT WHERE SIDEWALKS DIST OR ARE PROPOSED, THE DRIVEWAY SHALL EXTEND THROUGH THE SIDEWALK. MAINTAIN 2% SIDEWALK CROSS SLOPE THROUGH DRIVEWAY. PAVEMENT FOR DRIVEWAY SHALL BE FROM BACK OF CURB Title: Residential Driveway Entrance Date. 03-05 Plate No - Revised: 03-1 o_Revised:03-1 7 5007 CONCRETE CURB AND GUTTER EXPANSION JOINTS EXPANSION JOINTS B . . , �A) 4. CONCRETE TO BE EXPANSION EXPANSION POURED INTEGRALLY JOINTS A JOINTS WITH CURB 3618 CONCRETE CURB AND GUTTER 7" MIN. WIDTH VARIES SECTION B—B PLAN VARIABLE 7 1/4 pE /MINS .� 17- 5' MIN. 18"� SECTION A—A Standard Plate Library City of Monticello Title: Commercial Driveway Entrance late: 03-05 Plate No. 2evised: 03-15 5008 NO. I DATE I BY CHK I REVISIONS MKV I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION. OR REPORT WAS PREPARED BY OR UNDER MY DIRECT SUPERVISION AND THAT I W A DULY LICENSED PROFESSIONAL ENGINEER UNDER CITY OF M O N T I C E L L O, MINNESOTA SHEET P-B� MKV THE LAWS OF THE STATE OF MINNESOTA. PRINT N M - MARCUS VANDERBR C PE bl Elm Street Improvements: SRT S MontiefloMonticello, OF o Bri KH ws SII Minnesota MISCELLANEOUS DETAILS 60 AMr---- -n MKV SAP 222-591-002 SHEETS DATE 3/16/2023 LICENSE 164 SINGLE MAILB❑X SUPPORT v POST ANCHORAGE DEVICE DOUBLE MAILB❑X SUPPORT SLOPE DRESSING 56" / VARIES / DSADS ADS ADS ADS Box 1 IX Box BOX Box CONTRACTOR TO OBTAIN AND SECURELY 8 - DRY -LAID RANDOM COURSE, QUARRY MOUNT I PAPER (ADS) PER MAILBOX ¢ FACE STONE -MORTAR TOP TWO V) O g COURSES WITH CEMENT MIX r n (INCIDENTAL) N _ _ FILTER FABRIC OR 6" WIDE PEA ROCK BACKFILL (INCIDENTAL) CONTRACTOR TO FURNISH AND INSTALL MAILBOX I' ADDRESS NUMBERS PER MAILBOX DOOR -I THIS IS A PATENTED PRODUCT. SEE SPEC. 17D3. FOR MORE INFORMATION, CONTACT TAPCOTRAFFIC & PARKING CONTROL CO. INC. PHONEI 262-814-7000 USE THIS SUPPORT OR AN CLUSTER APPROVED EQUAL IF FOUR OR MORE MAILBOXES ARE LOCATED MAILBOX IN ONE AREA, SUPPORT MAILBOX HEIGHT & OFFSET TABLE HEIGHT 1 OFFSET(D CURB; & GUTTER DESIGN (IN) (IN) 86 41 - 42 11 MOD "D" 44 - 45 15 o I NOTES: j)TOP OF CURB TO FLOOR OF MAILBOX Q BACK OF CURB TO FRONT OF MAILBOX. FOR INSTALLATIONS IN RURAL LOCATIONS OFFSET FRONT OF MAILBOX SHALL BE 9"-12" FROM EDGE OF TURNOUT OR USABLE SHOULDER II � II II L❑CATI❑N OF MAILB❑X POST APPROVED PROPRIETARY MAILBOX SUPPORTS MECHANICAL TUBING rnl Mailbox Detail Standard Plate Library Existing -Residential City of Monticello Date: 03—Plate Na. �7 Revised: 5015 A -� — 1 �, SIDEWALK OR SLOPE DRESSI ,,— 6" CONCRETE LEVELING PAD (INCIDENTAL) 6" AGGREGATE BASE CLASS 5 6" TYP. `COMPACTED SUBGRADE NOTES: 1. THE MINIMUM EXPOSED HEIGHT OF THE RETAINING WALL SHALL BE 12" 2. THE NATURAL STONE RETAINING WALL SHALL BE LAID LEVEL 3. STONE RETAINING WALL AREA IS CALCULATED AS THE TOTAL BLOCK PLACED ABOVE FINISHED GRADE - AS INDICATED IN THE PLANS. ADDITIONAL BLOCK PLACED BEYOND WHAT IS SHOWN IN THE PLANS SHALL BE APPROVED BY THE ENGINEER. STONE RETAINING WALL NO. I DATE I BY CNN I REVISIONSPST 6y�n I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION. DR REPORT WAS PREPARED BY OR LNDER SHEET MKV NY DIRECT SUPERVISION AND THAT I AY A DULY LICENSED PROFESSIONAL ENGINEER UNDER M O N T I C E L L O, MINNESOTA THE LAWS OF THE STATE OF MINNESOTA. CI I Y"F Elm Street Improvements: SRTS 12 MKV PRINT N M L MARCUS VANDERBR C PE ` /L /� I/'� MontiefloMonticello, OF EKB>Y V\V, jI�J) Minnesota MISCELLANEOUS DETAILS 60 KH GGI APP�owo en MKV DATE 3/16/2023 LICENSE 164 SAP 222-591-002 SHEETS BACK OF CURB FLOW LINE FRONT OF GUTTER NOP WAI ]O 0.. 0.. Q A PERPENDICULAR A--, U U 0.. I 0.. U U A TIERED PERPENDICULAR CURB OR VAR. 4'0" MIN. CURB AND RAMP REQUIRED LANDING GUTTER 1/4" R. x0.02 aFT./FT. MAX. > 0.05 FT./FT. AND 50.083 FT./FT PREFERRED 6" CONCRETE WALK SECTION A -A PERPENDICULAR/TIERED/DIAGONAL CURB OR CURB AND VAR. 4'0" MIN. GUTTER �1/4" R. RAMP REQUIRED LANDING ^ 0.02 aFT./FT. MAX. > 0.02 FT,/FT, AND 5 0.05 FT./FT PREFERRED 6" CONCRETE WALK 4' 0" MIN. REQUIRED LANDING ,,,..REQUIRED d R X0.02 FT./FT.MAX. 6" CONCRETE WALK SECTION C -C PARALLEL/DEPRESSED CORNER NON -WALKABLE WALK OR WALKABLE SURFACE 2% U MAX. WALK K///// \ O gx"/o" NON -WALKABLE OR WALKABLEDIAGONAL SURFACE SHALL ONLY BE USED AFTER ALL Q OTHER CURB RAMP TYPES HAVE BEEN EVALUATED AND DEEMED IMPRACTICAL FAN 10 NOTES: LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE (PAR) CHANGES DIRECTION, AT THE TOP OF RAMPS THAT HAVE RUNNING SLOPES GREATER THAN 5.0%, AND IF THE APPROACHING WALK IS INVERSE GRADE GREATER THAN 2%. INITIAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN 15'FROM THE BACK OF CURB, WITH 6' FROM THE BACK OF CURB BEING THE PREFERRED DISTANCE, ONLY APPLICABLE WHEN THE INITIAL RAMP RUNNING SLOPE IS OVER 5.0%. MODIFIED FAN 10 USED WHEN RIGHT-OF-WAY IS CONSTRAINED SECTION B -B DEPRESSED CORNER FAN SECONDARY CURB RAMP LANDINGS ARE REQUIRED FOR EVERY 30" OF VERTICAL RISE WHEN THE LONGITUDINAL RUNNING SLOPE IS GREATER THAN 5.0%. CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS WITHIN THE PAR. 1141, DEEP VISUAL JOINTS SHALL BE USED AT THE TOPS OF CONCRETE FLARES ADJACENT TO WALKABLE SURFACES. ALL GRADE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL. THUS BOTH SIDES OF A SLOPED WALKING SURFACE MUST BE EQUAL LENGTH. (EXCEPT AS STATED IN © BELOW. TO ENSURE RAMPS AND LANDINGS ARE PROPERLY CONSTRUCTED, ALL INITIAL LANDINGS AT A TOP OF A RAMPED SURFACE (RUNNING SLOPE GREATER THAN 2%)SHALL BE FORMED AND PLACED SEPARATELY IN AN INDEPENDENT CONCRETE POUR. FOLLOW SIDEWALK REINFORCEMENT DETAILS ON SHEET 6 OF 6 FOR ALL SEPARATELY POURED INITIAL LANDINGS. WHEN SIDEWALK IS AT BACK OF CURB, TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE. MAINTAIN POSITIVE BOULEVARD DRAINAGE TO TOP OF CURB. ALL RAMP TYPES SHOULD HAVE A MINIMUM 3' LONG RAMP LENGTH. 4' MINIMUM WIDTH OF DETECTABLE WARNING IS REQUIRED FOR ALL RAMPS. DETECTABLE WARNINGS SHALL CONTINUOUSLY EXTEND FOR A MIN. OF 24" IN THE PATH OF TRAVEL. DETECTABLE WARNING TO COVER THE ENTIRE PAR WIDTH OF SHARED -USE PATHS AND THE ENTIRE PAR WIDTH OF THE WALK WITH THE EXCEPTION OF 3" MAXIMUM ON EACH OUTSIDE EDGE WHICH ENSURES THE DETECTABLE WARNINGS ARE ENCASED IN CONCRETE WHEN ADJACENT TO TURF. WHEN ADJACENT TO CONCRETE FLARES 0" - 3" OFFSET IS ALLOWED. WHEN DESIGNING OR ORDERING RECTANGULAR DETECTABLE WARNING SURFACES SHOULD BE 6" LESS THAN THE INCOMING PAR. ARC LENGTH OF THE RADIAL DETECTABLE WARNINGS SHOULD NOT BE GREATER THAN 20 FEET. RECTANGULAR DETECTABLE WARNINGS SHALL BE SETBACK 3" FROM THE BACK OF CURB. RADIAL DETECTABLE WARNINGS SHALL BE SETBACK 3" MINIMUM TO 6" MAXIMUM FROM THE BACK OF CURB. 1Q MATCH FULL HEIGHT CURB. 02 4' MINIMUM DEPTH LANDING REQUIRED ACROSS TOP OF RAMP. Q3 3" HIGH CURB WHEN USING A 3' LONG RAMP, 4" HIGH CURB WHEN USING A 4' LONG RAMP. 4Q SEE SHEET 4 OF 6, TYPICAL SIDE TREATMENT OPTIONS, FOR DETAILS ON FLARES AND RETURNED CURBS. QS DETECTABLE WARNINGS MAY BE PART OF THE 4'X 4' MIN. LANDING AREA IF IT IS NOT FEASIBLE TO CONSTRUCT THE LANDING OUTSIDE OF THE DETECTABLE WARNING AREA. © THE GRADE BREAK SHALL BE PERPENDICULAR TO THE BACK OF WALK. THIS WILL ENSURE THAT THE GRADE BREAK IS PERPENDICULAR TO THE DIRECTION OF TRAVEL. (TYPICAL FOR ALL) 07 WHEN ADJACENT TO GRASS, GRADING SHALL ALWAYS BE USED WHEN FEASIBLE.V CURB, IF USED, SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. WHEN ADJACENT TO PARKING LOTS, CONCRETE OR BITUMINOUS TAPERS LESS THAN 5% RUNNING SLOPE SHOULD BE USED OVER V CURB TO REDUCE TRIPPING HAZARDS AND FACILITATE SNOW & ICE REMOVAL. 8A 7'MIN TOP RADIUS GRADE BREAK IS REQUIRED TO BE CONSTRUCTIBLE. PAVE FULL WALK WIDTH. 10 "S" SLOPES ON FANS SHALL ONLY BE USED WHEN ALL OTHER FEASIBLE OPTIONS HAVE BEEN EVALUATED AND DEEMED IMPRACTICAL. 11 INTERMEDIATE CURB HEIGHTS TAPER SHALL RISE AT 8-10% TO A MINIMUM 3" CURB HEIGHT. REDUCE INTERMEDIATE CURB HEIGHT TO 2• INCHES IF NECESSARY TO MATCH ADJACENT BOULEVARD OR SIDEWALK GRADES. LEGEND THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED. TINDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN AND THE CROSS SLOPE SHALL NOT EXCEED 2.0%. INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. ®LANDING AREA - 4' X 4' MIN. (5' X 5' MIN. PREFERRED) DIMENSIONS AND MAX 2.0% SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS. X" CURB HEIGHT (D -- �J f—— -WALKABLE OR KABLE SURFACE 4 FLARE S NON -WALKABLE OR O WALKABLE SURFACI FLARE U U 0.. I 0.. U U A TIERED PERPENDICULAR CURB OR VAR. 4'0" MIN. CURB AND RAMP REQUIRED LANDING GUTTER 1/4" R. x0.02 aFT./FT. MAX. > 0.05 FT./FT. AND 50.083 FT./FT PREFERRED 6" CONCRETE WALK SECTION A -A PERPENDICULAR/TIERED/DIAGONAL CURB OR CURB AND VAR. 4'0" MIN. GUTTER �1/4" R. RAMP REQUIRED LANDING ^ 0.02 aFT./FT. MAX. > 0.02 FT,/FT, AND 5 0.05 FT./FT PREFERRED 6" CONCRETE WALK 4' 0" MIN. REQUIRED LANDING ,,,..REQUIRED d R X0.02 FT./FT.MAX. 6" CONCRETE WALK SECTION C -C PARALLEL/DEPRESSED CORNER NON -WALKABLE WALK OR WALKABLE SURFACE 2% U MAX. WALK K///// \ O gx"/o" NON -WALKABLE OR WALKABLEDIAGONAL SURFACE SHALL ONLY BE USED AFTER ALL Q OTHER CURB RAMP TYPES HAVE BEEN EVALUATED AND DEEMED IMPRACTICAL FAN 10 NOTES: LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE (PAR) CHANGES DIRECTION, AT THE TOP OF RAMPS THAT HAVE RUNNING SLOPES GREATER THAN 5.0%, AND IF THE APPROACHING WALK IS INVERSE GRADE GREATER THAN 2%. INITIAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN 15'FROM THE BACK OF CURB, WITH 6' FROM THE BACK OF CURB BEING THE PREFERRED DISTANCE, ONLY APPLICABLE WHEN THE INITIAL RAMP RUNNING SLOPE IS OVER 5.0%. MODIFIED FAN 10 USED WHEN RIGHT-OF-WAY IS CONSTRAINED SECTION B -B DEPRESSED CORNER FAN SECONDARY CURB RAMP LANDINGS ARE REQUIRED FOR EVERY 30" OF VERTICAL RISE WHEN THE LONGITUDINAL RUNNING SLOPE IS GREATER THAN 5.0%. CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS WITHIN THE PAR. 1141, DEEP VISUAL JOINTS SHALL BE USED AT THE TOPS OF CONCRETE FLARES ADJACENT TO WALKABLE SURFACES. ALL GRADE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL. THUS BOTH SIDES OF A SLOPED WALKING SURFACE MUST BE EQUAL LENGTH. (EXCEPT AS STATED IN © BELOW. TO ENSURE RAMPS AND LANDINGS ARE PROPERLY CONSTRUCTED, ALL INITIAL LANDINGS AT A TOP OF A RAMPED SURFACE (RUNNING SLOPE GREATER THAN 2%)SHALL BE FORMED AND PLACED SEPARATELY IN AN INDEPENDENT CONCRETE POUR. FOLLOW SIDEWALK REINFORCEMENT DETAILS ON SHEET 6 OF 6 FOR ALL SEPARATELY POURED INITIAL LANDINGS. WHEN SIDEWALK IS AT BACK OF CURB, TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE. MAINTAIN POSITIVE BOULEVARD DRAINAGE TO TOP OF CURB. ALL RAMP TYPES SHOULD HAVE A MINIMUM 3' LONG RAMP LENGTH. 4' MINIMUM WIDTH OF DETECTABLE WARNING IS REQUIRED FOR ALL RAMPS. DETECTABLE WARNINGS SHALL CONTINUOUSLY EXTEND FOR A MIN. OF 24" IN THE PATH OF TRAVEL. DETECTABLE WARNING TO COVER THE ENTIRE PAR WIDTH OF SHARED -USE PATHS AND THE ENTIRE PAR WIDTH OF THE WALK WITH THE EXCEPTION OF 3" MAXIMUM ON EACH OUTSIDE EDGE WHICH ENSURES THE DETECTABLE WARNINGS ARE ENCASED IN CONCRETE WHEN ADJACENT TO TURF. WHEN ADJACENT TO CONCRETE FLARES 0" - 3" OFFSET IS ALLOWED. WHEN DESIGNING OR ORDERING RECTANGULAR DETECTABLE WARNING SURFACES SHOULD BE 6" LESS THAN THE INCOMING PAR. ARC LENGTH OF THE RADIAL DETECTABLE WARNINGS SHOULD NOT BE GREATER THAN 20 FEET. RECTANGULAR DETECTABLE WARNINGS SHALL BE SETBACK 3" FROM THE BACK OF CURB. RADIAL DETECTABLE WARNINGS SHALL BE SETBACK 3" MINIMUM TO 6" MAXIMUM FROM THE BACK OF CURB. 1Q MATCH FULL HEIGHT CURB. 02 4' MINIMUM DEPTH LANDING REQUIRED ACROSS TOP OF RAMP. Q3 3" HIGH CURB WHEN USING A 3' LONG RAMP, 4" HIGH CURB WHEN USING A 4' LONG RAMP. 4Q SEE SHEET 4 OF 6, TYPICAL SIDE TREATMENT OPTIONS, FOR DETAILS ON FLARES AND RETURNED CURBS. QS DETECTABLE WARNINGS MAY BE PART OF THE 4'X 4' MIN. LANDING AREA IF IT IS NOT FEASIBLE TO CONSTRUCT THE LANDING OUTSIDE OF THE DETECTABLE WARNING AREA. © THE GRADE BREAK SHALL BE PERPENDICULAR TO THE BACK OF WALK. THIS WILL ENSURE THAT THE GRADE BREAK IS PERPENDICULAR TO THE DIRECTION OF TRAVEL. (TYPICAL FOR ALL) 07 WHEN ADJACENT TO GRASS, GRADING SHALL ALWAYS BE USED WHEN FEASIBLE.V CURB, IF USED, SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. WHEN ADJACENT TO PARKING LOTS, CONCRETE OR BITUMINOUS TAPERS LESS THAN 5% RUNNING SLOPE SHOULD BE USED OVER V CURB TO REDUCE TRIPPING HAZARDS AND FACILITATE SNOW & ICE REMOVAL. 8A 7'MIN TOP RADIUS GRADE BREAK IS REQUIRED TO BE CONSTRUCTIBLE. PAVE FULL WALK WIDTH. 10 "S" SLOPES ON FANS SHALL ONLY BE USED WHEN ALL OTHER FEASIBLE OPTIONS HAVE BEEN EVALUATED AND DEEMED IMPRACTICAL. 11 INTERMEDIATE CURB HEIGHTS TAPER SHALL RISE AT 8-10% TO A MINIMUM 3" CURB HEIGHT. REDUCE INTERMEDIATE CURB HEIGHT TO 2• INCHES IF NECESSARY TO MATCH ADJACENT BOULEVARD OR SIDEWALK GRADES. LEGEND THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED. TINDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN AND THE CROSS SLOPE SHALL NOT EXCEED 2.0%. INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. ®LANDING AREA - 4' X 4' MIN. (5' X 5' MIN. PREFERRED) DIMENSIONS AND MAX 2.0% SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS. X" CURB HEIGHT WALKABLE SURFACE F 6 0 2' MAX 10 0.' 0 O 8 S NON -WALKABLE 8 SURFACE \\0\S 7 p.. 0 2 FO 0" 5' MAX O n 1 COMBINED DIRECTIONAL TO 10% SLOPE DIRECTIONAL RAMP WALKABLE FLARE BACK OF CURB FLOW LINE FRONT OF GUTTER IF NON -CONCRETE BLVD.IS CONSTRUCTED AND IS LESS THAN 2' IN WIDTH AT TOP OF CURB TRANSITION,PAVE CONCRETE RAMP WIDTH TO ADJACENT BACK OF CURB. GRADE GRADE BREAK BREAK RAMP RAMP MAX.2.0% SLOPE D MAX.2.0% SLOPE IN ALL DIRECTIONS 13 _ IN ALL DIRECTIONS 0 DETECTABLE WARNING PLACEMENT WHEN SETBACK CRITERIA IS EXCEEDED 12 ONE-WAY DIRECTIONAL WITH DETECTABLE WARNING AT BACK OF CURB 1.0% MIN. 2.0% MAX VAR. RAMP N -WALKABLE OR ° LKABLE SURFACE BACK OF CURB 6" CONCRETE WALK 2.0%-3.0% FLOW LINE GUTTER SLOPE FRONT OF GUTTER SECTION D -D CURB FOR DIRECTIONAL RAMPS 14 10 I I NON -WALKABLE SURFACE O 0" S O 11 p.. STANDARD ONE-WAY DIRECTIONAL Q9 9' 2' MIN Prnrr,TPIAN NOTES: LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE (PAR)CHANGES DIRECTION. AT THE TOP OF RAMPS THAT HAVE RUNNING SLOPES GREATER THAN 5.0%. AND IF THE APPROACHING WALK IS INVERSE GRADE. INITIAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN 15'FROM THE BACK OF CURB.WITH 6 -FROM THE BACK OF CURB BEING THE PREFERRED DISTANCE.ONLY APPLICABLE WHEN THE INITIAL RAMP RUNNING SLOPE IS OVER 5.0%. SECONDARY CURB RAMP LANDINGS ARE REQUIRED FOR EVERY 30" OF VERTICAL RISE WHEN THE LONGITUDINAL SLOPE IS GREATER THAN 5.0%. CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS WITHIN THE PAR 1/4" DEEP VISUAL JOINTS SHALL BE USED AT THE TOP GRADE BREAK OF CONCRETE FLARES ADJACENT TO WALKABLE SURFACES. ALL GRADE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL. THUS BOTH SIDES OF A SLOPED WALKING SURFACE MUST BE EQUAL LENGTH. TO ENSURE INITIAL RAMPS AND INITIAL LANDINGS ARE PROPERLY CONSTRUCTED, LANDINGS SHALL BE CAST SEPARATELY. FOLLOW SIDEWALK REINFORCEMENT DETAILS ON SHEET 6 AND THE ADA SPECIAL PROVISION (PROSECUTION OF WORK). TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE. WHEN THE BOULEVARD IS 4' WIDE OR LESS. THE TOP OF CURB TAPER SHALL MATCH THE RAMP SLOPES TO REDUCE NEGATIVE BOULEVARD SLOPES FROM THE TOP BACK OF CURB TO THE PAR. ALL RAMP TYPES SHOULD HAVE A MINIMUM 3' LONG RAMP LENGTH. 4' MINIMUM WIDTH OF DETECTABLEWARNING IS REQUIRED FOR ALL RAMPS. DETECTABLE WARNINGS SHALL CONTINUOUSLY EXTEND FOR A MIN .OF 24" 1N THE PATH OF TRAVEL. DETECTABLE WARNING TO COVER THE ENTIRE PAR WIDTH OF SHARED -USE PATHS AND THE ENTIRE PAR WIDTH OF THE WALK WITH THE EXCEPTION OF 3" MAXIMUM ON EACH OUTSIDE EDGE WHICH ENSURES THE DETECTABLE WARNINGS ARE ENCASED IN CONCRETE WHEN ADJACENT TO TURF. WHEN ADJACENT TO CONCRETE FLARES 0" - 3" OFFSET IS ALLOWED. WHEN DESIGNING OR ORDERING RECTANGULAR DETECTABLE WARNING SURFACES SHOULD BE 6" LESS THAN THE INCOMING PAR. ARC LENGTH OF THE RADIAL DETECTABLE WARNINGS SHOULD NOT BE GREATER THAN 20 FEET. RADIAL DETECTABLE WARNINGS SHALL BE SETBACK 3" MINIMUM TO 6" MAXIMUM FROM THE BACK OF CURB. SEE NOTES OO & 11 FOR INFORMATION REGARDING RECTANGULAR DETECTABLE WARNING PLACEMENT. 1Q MATCH FULL CURB HEIGHT. Q Y HIGH CURB WHEN USING A 3' LONG RAMP 4" HIGH CURB WHEN USING A 4' LONG RAMP. O3 3" MINIMUM CURB HEIGHT (5.5' MIN. DISTANCE REQUIRED BETWEEN DOMES) 4" PREFERRED (T'MIN.DISTANCE REQUIRED BETWEEN DOMES). 0 THE "BUMP" IN BETWEEN THE RAMPS SHOULD NOT BE IN THE PATH OF TRAVEL FOR COMBINED DIRECTIONAL RAMPS. 1F THIS OCCURS MODIFY THE RAMP LOCATION OR SWITCH RAMP TO A FAN/DEPRESSED CORNER. O5 WHEN USING CONCRETE PAVED FLARES ON THE OUTSIDE OF DIRECTIONAL RAMPS, AND ADJACENT TO A WALKABLE SURFACE, DIRECTIONAL RAMP FLARES SHALL BE USED. SEE THE DETAIL ON THIS SHEET. © GRADING SHALL ALWAYS BE USED WHEN FEASIBLE.V CURB. IF USED. SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. WHEN ADJACENT TO PARKING LOTS, CONCRETE OR BITUMINOUS TAPERS SHOULD BE USED OVER V CURB TO REDUCE TRIPPING HAZARDS AND FACILITATE SNOW & ICE REMOVAL. OT MAX.2.0% SLOPE 1N ALL DIRECTIONS 1N FRONT OF GRADE BREAK AND DRAIN TO FLOW LINE.SHALL BE CONSTRUCTED INTEGRAL WITH CURB AND GUTTER. WALKABLE FLARE ® 8% TO 10% WALKABLE FLARE. O9 PLACE DOMES AT THE BACK OF CURB WHEN ALLOWABLE SETBACK CRITERIA IS EXCEEDED. 10 FRONT EDGE OF DETECTABLE WARNING SHALL BE SET BACK 2'MAXIMUM WHEN ADJACENT TO WALKABLE 'EDESTRIAN PATH SURFACE.AND 5'MAXIMUM WHEN ADJACENT TO NON -WALKABLE SURFACE WITH ONE CORNER SET 3" FROM OF TRAVEL BACK OF CURB.A WALKABLE SURFACE IS DEFINED AS A PAVED SURFACE ADJACENT TO A CURB RAMP WITHOUT RAISED OBSTACLES THAT COULD MISTAKENLY BE TRAVERSED BY A USER WHO IS VISUALLY IMPAIRED. 11 RECTANGULAR DETECTABLE WARNINGS MAY BE SETBACK UP TO 9" FROM THE BACK OF CURB WITH CORNERS SET 3" FROM BACK OF CURB. IF 9" SETBACK IS EXCEEDED USE RADIAL DETECTABLE WARNINGS. 12 FOR DIRECTIONAL RAMPS WITH THE DETECTABLE WARNINGS PLACED AT THE BACK OF CURB.THE DETECTABLE WARNINGS SHALL COVER THE ENTIRE WIDTH OF THE WALK/PATH. THIS ENSURES A DETECTABLE EDGE AND HELPS ELIMINATE THE CURB TAPER OBSTRUCTING THE PATH OF PEDESTRIAN TRAVEL. 13 THE CONCRETE WALK SHALL BE FORMED AND CONSTRUCTED PERPENDICULAR TO THE BACK OF CURB. MAINTAIN 3" BETWEEN EDGE OF DOMES AND EDGE OF CONCRETE. 14 TO BE USED FOR ALL DIRECTIONAL RAMPS,EXCEPT WHERE DOMES ARE PLACED ALONG THE BACK OF CURB. 15 PLACE 2 NO.4 BARS 4 INCHES FROM SIDE OF FORMS WITH A MINIMUM 2 INCHES OF CONCRETE COVER ALONG EACH SIDE OF FLARE (INCIDENTAL). SEMI -DIRECTIONAL RAMP (DW 3'DOME SETBACK,4'LONG RAMP AND PUSH BUTTON 9'FROM THE BACK OF CURB PRIMARILY USED FOR APS APPLICATIONS WHERE THE PAR DOES NOT CONTINUE PAST THE PUSH BUTTON (DEAD-END SIDEWALK) LEGEND THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED. TINDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN AND THE CROSS SLOPE SHALL NOT EXCEED 2.0%. INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. ®LANDING AREA - 4' X 4' MIN. (5' X 5' MIN. PREFERRED) DIMENSIONS AND MAX 2.0% SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS. X" CURB HEIGHT INSET B VAR. INSET A RAMP FRONT OF GUTTER 1-1/4" FLOW LINE 7 a a� :off 6" CONCRETE WALK 0 24" 8-12" O BACK OF CURB/ PERPENDICULAR 01 EDGE OF WALK PROJECTED FRONT OF GUTTER FLOW LINE 0 O 1/4" 1/4" 5% MAX. 7„.1 D D , D > D e: D 24" INSET B OUTFLOW GUTTER 8-12" 1/4" MIN. TO 1/2" MAX. v 4 p .p ° .o p . o e...o .o ..0: 0�..0' 0 ././ INSET A 1:3 MIN. TAPER 1:5 PREFERRED TAPER (UPSTREAM SIDE) HOLD TANGENT 5' PAST OUTSIDE ZERO ADA CURB EXTENSION WITH COMPOUND RADIUS (BUMP OUT) 11 DIRECTION OF TRAFFIC MAIN STREET IN4BA BACK OF CURB/ FRONT OF GUTTER EDGE OF WALK Q 07 OF CURB/ O FLOW LINE OF WALK 4 1/4 0O 2-3% D D 1/4" 24" 1 8-12" 1 NON PERPENDICULAR QO PEDESTRIAN ACCESS ROUTE CURB & GUTTER DETAIL MILL VERTICA' EDGE EXISTING BIT, PAVEMENT SAWCUT BIT. PAVEMENT EXISTING BIT. PAVEMENT 05 & 4Q 2" BITUMINOUS MILL & PATCH �"O 0 D "o O "O . 0 o 'a p ° '° ° o 'a p ° '° ° ..a .O Oa ..a o 24" MIN. VARIABLE DEPTH CONCRETE BASE 2" BIT. PATCH ®&0 2f 4" MIN ONLY ALLOWED PER ENGINEER'S APPROVAL COMBINED DIRECTIONAL to (COMPOUND RADIUS) INSET A FRONT OF GUTTER O O BACK OF CURB/ FLOW LINE EDGE OF WALK 1/4" 04 Q 3/ 'oo '0000 1/4" 7" D O 24" 8-12" FOR CURB MACHINE PLACEMENT AROUND RADIUS ( (REGARDLESS OF RAMP TYPE) SAWCUT BIT PAVEMENT EXISTING B PAVEMENT O & 0 REMOVE & REPLACE 61 PAVEMENT ._ 0..0 o 0' o . 0' o..: 0 o.: 0' o : O ' o . 0' .. O o : 0' o °. ..G .p .Q ..° 2MI 1' SAWCUT CONCRETE PAVEMENT EXISTING CONCRETE PAVEMENT t °. a°° a :.° .. .. .. l.J 9 PAVEMENT TREATMENT OPTIONS IN FRONT OF CURB & GUTTER FOR USE ON CURB RAMP RETROFITS NOTES: POSITIVE FLOW LINE DRAINAGE SHALL BE MAINTAINED THROUGH THE PEDESTRIAN ACCESS ROUTE (PAR)AT A 2% MAXIMUM. NO PONDING SHALL BE PRESENT IN THE PAR. ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE SHALL NOT BE GREATER THAN 1/4 INCH. 01 FOR USE AT CURB CUTS WHERE THE PEDESTRIAN'S PATH OF TRAVEL IS ASSUMED PERPENDICULAR TO THE GUTTER FLOW LINE.RAMP TYPES INCLUDE: PERPENDICULAR, TIERED PERPENDICULAR, PARALLEL, AND DIAGONAL RAMPS. 02 FOR USE AT CURB RAMPS WHERE THE PEDESTRIAN'S PATH OF TRAVEL 1S ASSUMED NON PERPENDICULAR TO THE GUTTER FLOW L1NE.RAMP TYPES INCLUDE:FANS & DEPRESSED CORNERS. QQ BEGIN GUTTER SLOPE TRANSITION 10 -OUTSIDE OF ALL CURB RAMPS. 04 THERE SHALL BE NO VERTICAL DISCONTINUITIES GREATER THAN 1/4"° 05 ELEVATION CHANGE TAKES PLACE FROM THE EXISTING TO NEW FRONT OF GUTTER. PATCH IS USED TO MATCH THE NEW GUTTER FACE INTO THE EXISTING ROADWAY. © VARIABLE WIDTH FOR DIRECTIONAL CURB APPLICATIONS. SEE SHEET 2 FOR DIRECTIONAL CURB SLOPE REQUIREMENTS. 07 TOP FRONT OF GUTTER SHALL BE CONSTRUCTED FLUSH WITH PROPOSED ADJACENT PAVEMENT ELEVATION. TOP 1.5" OF THE GUTTER FACE MUST BE A FORMED EDGE. PAR GUTTER SHALL NOT BE OVERLAID. ® SHOULD BE USED AT VERTICALLY CONSTRAINED AREAS WHEN AT A DRAINAGE HIGH POINT OR SUPER ELEVATED ROADWAY SEGMENTS. 09 DRILL AND GROUT NO.4 EPDXY-COATED 18" LONG TIE BARS AT 30" CENTER TO CENTER INTO EXISTING CONCRETE PAVEMENT 1'MINIMUM FROM ALL JOINTS. 10 HELPS PROVIDE TWO SEPARATE RAMPS,REDUCES THE DOME SETBACK LENGTH AND MINIMIZES DIRECTIONAL CURB. THIS RADIUS DESIGN CLOSELY FOLLOWS THE TURNING VEHICLE PATH WHILE OPTIMIZING CURB RAMP LENGTH. 11 CURB EXTENSIONS SHOULD BE USED IN VERTICALLY CONSTRAINED AREAS,USUALLY IN DOWNTOWN ROADWAY SEGMENTS WHERE ON -STREET PARKING IS AVAILABLE.CURB EXTENSIONS SHOULD BE CONSIDERED FOR APS INTERSECTIONS WHERE SPACE IS LIMITED. PUSH BUTTONS MUST MEET APS CRITERIA AS DESCRIBED IN THE PUSH BUTTON LOCATION DETAIL SHEET. 0 I N SMALL RADIUS 4 2'-10' TYPICAL 20' MAX. RECOMMENDED TO NOT AFFECT PARKING ~ ui ON Z W HOLD TANGENT 5' PAST OUTSIDE ZERO—\ W LARGE f 1:3 MIN. TAPER o 20'-40' T' (DOWNSTREAM SIDE) ADA CURB EXTENSION WITH COMPOUND RADIUS (BUMP OUT) 11 DIRECTION OF TRAFFIC MAIN STREET IN4BA BACK OF CURB/ FRONT OF GUTTER EDGE OF WALK Q 07 OF CURB/ O FLOW LINE OF WALK 4 1/4 0O 2-3% D D 1/4" 24" 1 8-12" 1 NON PERPENDICULAR QO PEDESTRIAN ACCESS ROUTE CURB & GUTTER DETAIL MILL VERTICA' EDGE EXISTING BIT, PAVEMENT SAWCUT BIT. PAVEMENT EXISTING BIT. PAVEMENT 05 & 4Q 2" BITUMINOUS MILL & PATCH �"O 0 D "o O "O . 0 o 'a p ° '° ° o 'a p ° '° ° ..a .O Oa ..a o 24" MIN. VARIABLE DEPTH CONCRETE BASE 2" BIT. PATCH ®&0 2f 4" MIN ONLY ALLOWED PER ENGINEER'S APPROVAL COMBINED DIRECTIONAL to (COMPOUND RADIUS) INSET A FRONT OF GUTTER O O BACK OF CURB/ FLOW LINE EDGE OF WALK 1/4" 04 Q 3/ 'oo '0000 1/4" 7" D O 24" 8-12" FOR CURB MACHINE PLACEMENT AROUND RADIUS ( (REGARDLESS OF RAMP TYPE) SAWCUT BIT PAVEMENT EXISTING B PAVEMENT O & 0 REMOVE & REPLACE 61 PAVEMENT ._ 0..0 o 0' o . 0' o..: 0 o.: 0' o : O ' o . 0' .. O o : 0' o °. ..G .p .Q ..° 2MI 1' SAWCUT CONCRETE PAVEMENT EXISTING CONCRETE PAVEMENT t °. a°° a :.° .. .. .. l.J 9 PAVEMENT TREATMENT OPTIONS IN FRONT OF CURB & GUTTER FOR USE ON CURB RAMP RETROFITS NOTES: POSITIVE FLOW LINE DRAINAGE SHALL BE MAINTAINED THROUGH THE PEDESTRIAN ACCESS ROUTE (PAR)AT A 2% MAXIMUM. NO PONDING SHALL BE PRESENT IN THE PAR. ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE SHALL NOT BE GREATER THAN 1/4 INCH. 01 FOR USE AT CURB CUTS WHERE THE PEDESTRIAN'S PATH OF TRAVEL IS ASSUMED PERPENDICULAR TO THE GUTTER FLOW LINE.RAMP TYPES INCLUDE: PERPENDICULAR, TIERED PERPENDICULAR, PARALLEL, AND DIAGONAL RAMPS. 02 FOR USE AT CURB RAMPS WHERE THE PEDESTRIAN'S PATH OF TRAVEL 1S ASSUMED NON PERPENDICULAR TO THE GUTTER FLOW L1NE.RAMP TYPES INCLUDE:FANS & DEPRESSED CORNERS. QQ BEGIN GUTTER SLOPE TRANSITION 10 -OUTSIDE OF ALL CURB RAMPS. 04 THERE SHALL BE NO VERTICAL DISCONTINUITIES GREATER THAN 1/4"° 05 ELEVATION CHANGE TAKES PLACE FROM THE EXISTING TO NEW FRONT OF GUTTER. PATCH IS USED TO MATCH THE NEW GUTTER FACE INTO THE EXISTING ROADWAY. © VARIABLE WIDTH FOR DIRECTIONAL CURB APPLICATIONS. SEE SHEET 2 FOR DIRECTIONAL CURB SLOPE REQUIREMENTS. 07 TOP FRONT OF GUTTER SHALL BE CONSTRUCTED FLUSH WITH PROPOSED ADJACENT PAVEMENT ELEVATION. TOP 1.5" OF THE GUTTER FACE MUST BE A FORMED EDGE. PAR GUTTER SHALL NOT BE OVERLAID. ® SHOULD BE USED AT VERTICALLY CONSTRAINED AREAS WHEN AT A DRAINAGE HIGH POINT OR SUPER ELEVATED ROADWAY SEGMENTS. 09 DRILL AND GROUT NO.4 EPDXY-COATED 18" LONG TIE BARS AT 30" CENTER TO CENTER INTO EXISTING CONCRETE PAVEMENT 1'MINIMUM FROM ALL JOINTS. 10 HELPS PROVIDE TWO SEPARATE RAMPS,REDUCES THE DOME SETBACK LENGTH AND MINIMIZES DIRECTIONAL CURB. THIS RADIUS DESIGN CLOSELY FOLLOWS THE TURNING VEHICLE PATH WHILE OPTIMIZING CURB RAMP LENGTH. 11 CURB EXTENSIONS SHOULD BE USED IN VERTICALLY CONSTRAINED AREAS,USUALLY IN DOWNTOWN ROADWAY SEGMENTS WHERE ON -STREET PARKING IS AVAILABLE.CURB EXTENSIONS SHOULD BE CONSIDERED FOR APS INTERSECTIONS WHERE SPACE IS LIMITED. PUSH BUTTONS MUST MEET APS CRITERIA AS DESCRIBED IN THE PUSH BUTTON LOCATION DETAIL SHEET. LANDING ; WALKABLZ WALKABLE FLARE FLARE RAMP WALKABLE WALKABLE SURFACE 8-10% SURFACE mFLARETE PAVED FLARES ADJACENT TO WALKABLE SURFACE LANDING NON -WALKABLE RAMPNON-WALKABLE SURFACE SURFACE 8-10% 8-10% ,NCRETEm CONCRETE "LARE FLARE 1. MINIMUM PAVED FLARES ADJACENT TO NON -WALKABLE SURFACE LANDING RAMP NON -WALKABLE NON -WALKABLE SURFACE / SURFACE 8-]0% \ 'GR E GRADED / FLARE FLARE \ GRADED FLARES LANDING CURB DESIGN V SEE PEDESTRIAN RAMP APPROACH NOSE DETAIL NON -WALKABLE m SURFACE I I I MATCH LACE / CURB HEIGHT MATCH INPLACE CURB HEIGHT CURB TgpFR 0 e O CURB O cjj'e ' TgpeR CURB j APER 0 3" MINIMUM CURB HEIGHT, 4" PREFERRED (MEASURED AT FRONT FACE OF CURB) FOR A MIN. 6" LENGTH (MEASURED ALONG FLOW LINE) DETECTABLE EDGE WITH Q7 CURB AND GUTTER -CURB DESIGN V TURF - SEE PEDESTRIAN CONCRE APPROACH NOSE DETAIL NON -WALKABLE SURFACE RETURNED CURB 04 TYPICAL SIDE TREATMENT OPTIONS (D 10 iGE OF ROAD RADIAL DETECTABLE WARNING EDGE OF ROAD RECTANGULAR DETECTABLE WARNING DETECTABLE EDGE WITHOUT CURB AND GUTTER SECTION B -B SIDE TREATMENT) v PLACE DETECTABLE FACE OF CURB/PROJECTED WARNINGS ENTIRE FACE OF CURB WALK/PATH WIDTH DETECTABLE WARNINGS 16 NEAREST RAIL ° CROSSING 4' 8.5"'' 0 SURFACE ° I G ° 16° PEDESTRIAN GATE ARM 12 RAILROAD GATE ARM 0 DETECTABLE WARNINGS I�-4.5'�-4.25' 8.75' 15 RAILROAD CROSSING NOTES: PLAN VIEW INTERMEDIATE CURB HEIGHTS TAPER SHALL RISE AT 8-10% TO A MINIMUM 3 INCH CURB HEIGHT.INCREASE CURB TAPER LENGTH AT LESS THAN 8% OR REDUCE INTERMEDIATE CURB HEIGHT TO 2+ INCHES IF NECESSARY TO MATCH ADJACENT BOULEVARD OR SIDEWALK GRADES. SEE STANDARD PLATE 7038 AND THIS SHEET FOR ADDITIONAL DETAILS ON DETECTABLE WARNING. A WALKABLE SURFACE IS DEFINED AS A PAVED SURFACE ADJACENT TO A CURB RAMP WITHOUT RAISED OBSTACLES THAT COULD MISTAKENLY BE TRAVERSED BY A USER WHO IS VISUALLY IMPAIRED. CONCRETE FLARE LENGTHS ADJACENT TO NON -WALKABLE SURFACES SHOULD BE LESS THAN 8'LONG MEASURED ALONG THE RAMPS FROM THE BACK OF CURB. 01 0" CURB HEIGHT. SEE INSET A ON SHEET 3 OF 6. 02 FULL CURB HEIGHT. 03 SIDE TREATMENTS ARE APPLICABLE TO ALL RAMP TYPES AND SHOULD BE IMPLEMENTED AS NEEDED AS FIELD CONDITIONS DICTATE. THE ENGINEER SHALL DETERMINE THE RAMP SIDE TREATMENTS BASED ON MAINTENANCE OF BOTH ROADWAY AND SIDEWALK, ADJACENT PROPERTY CONSIDERATIONS, AND MITIGATING CONSTRUCTION IMPACTS. 04 TYPICALLY USED FOR MEDIANS AND ISLANDS. 05 WHEN NO CONCRETE FLARES ARE PROPOSED. THE CONCRETE WALK SHALL BE FORMED AND CONSTRUCTED PERPENDICULAR TO THE EDGE OF ROADWAY. MAINTAIN 3" MAX. BETWEEN EDGE OF DOMES AND EDGE OF CONCRETE. © IF NO CURB AND GUTTER IS PLACED IN RURAL SECTIONS. DETECTABLE WARNINGS SHALL BE PLACED 1' FROM THE EDGE OF BITUMINOUS ROADWAY AND/OR BITUMINOUS SHARED -USE PATH TO PROVIDE VISUAL CONTRAST. 07 ALL CONSTRUCTED CURBS MUST HAVE A CONTINUOUS DETECTABLE EDGE FOR THE VISUALLY IMPAIRED. THIS DETECTABLE EDGE REQUIRES DETECTABLE WARNINGS WHEREVER THERE IS ZERO -INCH HIGH CURB. CURB TAPERS ARE CONSIDERED A DETECTABLE EDGE WHEN THE TAPER STARTS WITHIN 3" OF THE EDGE OF THE DETECTABLE WARNINGS. AND UNIFORMLY RISES TO A 3 -INCH MINIMUM CURB HEIGHT. ANY CURB NOT PART OF A CURB TAPER AND LESS THAN 3 INCHES IN HEIGHT IS NOT CONSIDERED A DETECTABLE EDGE AND THEREFORE IS NOT COMPLIANT WITH ACCESSIBILITY STANDARDS. ®DRILL AND GROUT 1 - NO.4 12" LONG REINFORCEMENT BAR (EPDXY COATED)WITH Y MIN. COVER. REINFORCEMENT BARS ARE NOT NEEDED IF THE APPROACH NOSE IS POURED INTEGRAL WITH THE V CURB. 09 DRILL AND GROUT 2 - NO.4 12" LONG REINFORCEMENT BARS (EPDXY COATED)WITH 3" MIN. COVER. REINFORCEMENT BARS ARE NOT NEEDED IF THE APPROACH NOSE IS POURED INTEGRAL WITH THE CURB AND GUTTER. 10 SIDE TREATMENT EXAMPLES SHOWN ARE WHEN THE INITIAL LANDING IS APPROXIMATELY LEVEL WITH THE FULL HEIGHT CURB (I.E.6'LONG RAMP FOR 6" HIGH CURB). WHEN THE INITIAL LANDING IS MORE THAN 1" BELOW FULL HEIGHT CURB REFER TO SHEETS 1 & 2 TO MODIFY THE CURB HEIGHT TAPERS AND MAINTAIN POSITIVE BOULEVARD DRAINAGE. CONSTRUCT THESE TAPERS AT 0"-3" AT 8-10%. THEN LESS THAN 5% FROM 3" CURB TO FULL CURB HEIGHT. 11 NEAREST EDGE OF DETECTABLE WARNING SURFACES SHALL BE PLACED 12 -MINIMUM TO 15 -MAXIMUM FROM THE NEAREST RAIL. FOR SKEWED RAILWAYS IN NO INSTANCE SHALL THE DETECTABLE WARNING BE CLOSER THAN 121MEASURED PERPENDICULAR TO THE NEAREST RAIL. 12 WHEN PEDESTRIAN GATES ARE PROVIDED, DETECTABLE WARNING SURFACES SHALL BE PLACED ON THE SIDE OF THE GATES OPPOSITE THE RAIL, 2'FROM THE APPROACHING SIDE OF THE GATE ARM. THIS CRITERIA GOVERNS OVER NOTE 13 CROSSING SURFACE SHALL EXTEND 2' MINIMUM PAST THE OUTSIDE EDGE OF WALK OR SHARED -USE PATH. 11 14 3' FOR MEDIANS AND SPLITTER ISLANDS. NOSE CAN BE REDUCED TO 2' ON FREE RIGHT ISLANDS. 15 SIDEWALK TO BE PLACED 8.75' MIN. FROM THE FACE OF CURB/PROJECTED FACE OF CURB. THIS ENSURES MIN. CLEARANCE BETWEEN THE SIDEWALK AND GATE ARM COUNTERWEIGHT SUPPORTS. 16 CONSTRUCT WITH EXPANSION MATERIAL PER MNDOT SPECIFICATION 3702 TYPES A-E. EXPANSION MATERIAL SHALL MATCH FULL HEIGHT OF ADJACENT CONCRETE. V CURB ADJACENT TO LANDSCAPE CURB WITHIN SIDEWALK LIMITS EXISTING 1/2" R. WALK , V CURB ADJACENT TO LANDSCAPE CURB OUTSIDE SIDEWALK LIMITS 4' MIN. LANDING DISTANCE FROM APS PUSH 6" WIDE B BUTTON TO EDGE OF SIDEWALK CURB MUST NOT EXCEED 10 INCHES ........ ... .I ........ 1�/6" WIDE V -CURB 4" PEDESTAL POLE _/ B� PEEDESTALL FOUNDATION (LINE UP CENTER OF POLE (MUST BE FLUSH WITH WITH THE BACK OF V -CURB) THE SURROUNDING WALK) PLAN VIEW APS PUSH BUTTON MOUNTING SPACERS (SADDLE ADAPTORS) 6" WIDE V -CURB TOP OF WAL SECTION B -B SIGNAL PEDESTAL & PUSH BUTTON (V -CURB) 4' MIN. LANDING DISTANCE FROM APS PUSH BUTTON TO EDGE OF SIDEWALK 6" WIDE CURB q MUST NOT EXCEED 10 INCHES 6" WIDE V -CURB 4" PUSH BUTTON�> < STATION POLE 18" WIDE BY 18" LONG, A MIN. 12" THICK CONCRETE. MODIFY THE PUSH BUTTON PLAN VIEW STATION TO ALLOW A SQUARE FOUNDATION. APS PUSH BU MOUNTING SP, (SADDLE ADAF 18" WIDE CONCRETE MATCH HEIGHT ADJACENT 6" WIDE V -CI SECTION A -A PUSH BUTTON STATION (V -CURB) CONCRETE CURB DESIGN V CURB HEIGHT CURB WIDTH H W <6' 4' 26" 6' INSET A EXISTING SIDEWALK VARIABLE HEIGHT H 6" 4.5% TRANSITION PANEL O® OT (VAR.) I I I 6.0' (VAR.) INSET A NOTES: A WALKABLE FLARE IS AN 8-10% CONCRETE FLARE THAT IS REQUIRED WHEN THE FLARE IS ADJACENT TO A WALKABLE SURFACE,OR WHEN THE PEDESTRIAN PATH OF TRAVEL OF A PUSH BUTTON TRAVERSES THE FLARE. ALL V CURB CONTRACTION JOINTS SHALL MATCH CONCRETE WALK JOINTS. WHERE RIGHT-OF-WAY ALLOWS,USE OF V CURB SHOULD BE MINIMIZED. GRADING ADJACENT TURF OR SLOPING ADJACENT PAVEMENT IS PREFERRED. V CURB SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. V CURB NEXT TO BUILDING SHALL BE A 4" WIDTH AND SHALL MATCH PREVIOUS TOP OF SIDEWALK ELEVATIONS. lO END TAPERS AT TRANSITION SECTION SHALL MATCH INPLACE SIDEWALK GRADES. O2 ALL V CURB SHALL MATCH BOTTOM OF ADJACENT WALK. O3 CONSTRUCT USING APPROVED EXPANSION MATERIAL PER MNDOT TYPE A-E EXPANSION. LEAVE A MINIMUM /Z' TOP GAP AND SEAL WITH MNDOT APPROVED SILICONE PER MNDOT SPEC 3722. 4Q THE MAX.RATE OF CROSS SLOPE TRANSITIONING IS 1 -LINEAR FOOT OF SIDEWALK PER HALF PERCENT CROSS SLOPE.WHEN PAR WIDTH IS GREATER THAN 6'OR THE RUNNING SLOPE IS GREATER THAN 5%,DOUBLE THE CALCULATED TRANSITION LENGTH. ( TRANSITION PANELS ARE TO ONLY BE USED AFTER THE RAMP,OR IF NEEDED,LANDING ARE AT THE FULL CURB HEIGHT (TYPICAL SECTION). ©EXISTING CROSS SLOPE GREATER THAN 2.0%. LEGEND THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED. 1 INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN AND THE CROSS SLOPE SHALL NOT EXCEED 2.0%. ®LANDING AREA - 4'X 4' MIN. (5' X 5' MIN. PREFERRED) DIMENSIONS AND MAX 2.0% SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS. Q TRANSITION PANEL(S)- TO BE USED FOR TRANSITIONING THE CROSS -SLOPE OF A RAMP TO THE EXISTING WALK CROSS -SLOPE. RATE OF TRANSITION SHOULD BE 0.5% PER 1 LINEAR FOOT OF WALK. SEE THIS SHEET FOR ADDITIONAL INFORMATION. EDGE OF THROUGH LANE 1.0% MIN. 5.0% MAX. 1.0% MIN. 5.0% MAX. CURB LINE AND ROAD CROSSING ADJUSTMENTS 2 6" WALK O6.. 2.. MIN. " a< 6 NON CONCRETE NON CONCRET A BOULEVARD BOULEVARD A LANDING I "W 1 I ILANDING CONCRETE © CONCRETE BOULEVARD H I BOULEVARD EXPANSION MATERIAL PLACEMENT CURB LINE REINFORCEMENT 4Q FOR CONCRETE ROADWAYS PLACEMENT ON BITUMINOUS ROADWAYS PEDESTRIAN RAMP PEDESTRIAN RAMP UP TO 2.0% 2.0% MAX. OR UP UP TO 2.0% 2.0% MAX. OR UP UP TO 2.0% CHANGE TO 4% CHANGE CHANGE TO 4% CHANGE CHANGE FLOW LINE PROFILE "TABLE" - TWIN PERPENDICULARS PEDESTRIAN RAMP UP TO 2.0% 2.0% MAX. OR UP UP TO 2.0% CHANGE TO 4% CHANGE CHANGE FLOW LINE PROFILE "TABLE" - FAN DrnC'CTDTAAi DAUD DCnC(ZTDTAAI DAUD 1.0% MIN. 1.0% MIN. 1.0% MIN. 1.0% MIN. 1.0% MIN. 5.0% MAX. 1.5% PREFERRED 5.0% MAX. 1.5% PREFERRED 5.0% MAX. FLOW LINE PROFILE RAISE - TWIN PERPENDICULARS PEDESTRIAN RAMP 1.0% MIN. 1.0% MIN.1.0% MIN. 5.0% MAX. 1.5% PREFERRED 5.0% MAX. FLOW LINE PROFILE RAISE - FAN GENERAL NOTES: "TABLING" OF CROSSWALKS MEANS MAINTAINING LESS THAN 2% CROSS SLOPE WITHIN A CROSSWALK, IS REQUIRED WHEN A ROADWAY IS IN A STOP OR YIELD CONDITION AND THE PROJECT SCOPE ALLOWS. RECONSTRUCTION PROJECTS:ON FULL PAVEMENT REPLACEMENT PROJECTS "TABLING" OF ENTIRE CROSSWALK SHALL OCCUR WHEN FEASIBLE. MILL & OVERLAY PROJECTS:"TABLING" OF FLOW LINES, IN FRONT OF THE PEDESTRIAN RAMP, IS REQUIRED WHEN THE EXISTING FLOW LINE 1S GREATER THAN 2%. WARPING OF THE BITUMINOUS PAVEMENT CAN NOT EXTEND INTO THE THROUGH LANE. TABLE THE FLOW LINE TO 2% OR AS MUCH AS POSSIBLE WHILE ADHERING TO THE FOLLOWING CRITERIA; 1)1.0% MIN. CROSS -SLOPE OF THE ROAD 2) 5.0% MAX. CROSS -SLOPE OF THE ROAD 3)"TABLE" FLOW LINE UP TO 4% CHANGE FROM EXISTING SLOPE IN FRONT OF PEDESTRIAN RAMP 4)UP TO 2% CHANGE IN FLOW LINE FROM EXISTING SLOPE BEYOND THE PEDESTRIAN CURB RAMP STAND-ALONE ADA RETROFITS: FOLLOW MILL & OVERLAY CRITERIA ABOVE HOWEVER ALL PAVEMENT WARPING IS DONE WITH BITUMINOUS PATCHING ON BITUMINOUS ROADWAYS AND FULL -DEPTH APRON REPLACEMENT ON CONCRETE ROADWAYS. RAISING OF CURB LINES SHOULD OCCUR IN VERTICALLY CONSTRAINED AREAS.RAISE THE CURB LINES ENOUGH TO ALLOW COMPLIANT RAMPS OR AS MUCH AS POSSIBLE WHILE ADHERING TO THE FOLLOWING CRITERIA; 1)1.0% MIN.AND 5.0% MAXIMUM CROSS -SLOPE OF THE ROAD 2)1.0% MIN. FLOW LINE (ON EITHERSIDE OF PEDESTRIAN RAMP)TO MAINTAIN POSITIVE DRAINAGE 3) 5.0% RECOMMENDED MAX. FLOW LINE 4)LONGITUDINAL THROUGH LANE ROADWAY TAPERS SHOULD BE 1" VERTICAL PER 15' HORIZONTAL SECTION VIEW A -A THICKENED SECTION THROUGH CURB RAMP FLARES END SILL CURB AT TOP OF CURB RAMP AND DRIVEWAY FLARES. 6" CONCRETE WALK 4" MINIMUM AGGREGATE BASE TYPICAL SIDEWALK SECTION WITHIN INTERSECTION CORNER 36"jMAXQt SAWCUT EXISTING CURB R o. ° AND GUTTER 12" 3" MIN.a. o. . 'o .a •°.a . MIN. SAWCUT T/2 PROPOSED PAR CURB CURB AND GUTTER AND GUTTER REINFORCEMENT CURB RAMP REINFORCEMENT DETAILS @@ Q 36" MAX. 3 - LANDING LANDING ^: . a o 36" MAX. o'.. 12" 3" 12" D.� oo. \ 36" MAX. 36" / 36" \y: MAX. MAX. 36" MAX. 12" 12" 12" 12" 3" SEPARATE LANDING @0 3" POUR REINFORCEMENT NOTES: 01 TO ENSURE RAMPS AND LANDINGS ARE PROPERLY CONSTRUCTED, ALL INITIAL LANDINGS AT A TOP OF A RAMPED SURFACE (RUNNING SLOPE GREATER THAN 27) SHALL BE FORMED AND PLACED SEPARATELY IN AN INDEPENDENT CONCRETE POUR. FOLLOW SIDEWALK REINFORCEMENT DETAILS ON THIS SHEET FOR ALL SEPARATELY POURED INITIAL LANDINGS. Q2 DRILL AND GROUT NO.4 12" LONG REINFORCEMENT BARS (EPDXY COATED)AT 36" MAXIMUM CENTER TO CENTER MINIMUM 12" SPACING FROM CONSTRUCTION JOINTS. BARS TO BE ADJUSTED TO MATCH RAMP GRADE. BARS TO BE PAID BY EACH. 03 DRILL AND GROUT 2 - NO.4 X 12" LONG (6" EMBEDDED) REINFORCEMENT BARS (EPDXY COATED). REINFORCEMENT REQUIRED FOR ALL CONSTRUCTION JOINTS. BARS TO BE PAID BY EACH. 04 THIS CURB LINE REINFORCEMENT DETAIL SHALL BE USED ON BITUMINOUS ROADWAYS. FOR CONCRETE ROADWAYS, SEE NOTE 6. 05 CONSTRUCT WITH EXPANSION MATERIAL PER MNDOT SPECIFICATION 3702 TYPES A-E. EXPANSION MATERIAL SHALL MATCH FULL HEIGHT OF ADJACENT CONCRETE. ©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oj)THRU (6K-aU UNLESS OTHERWISE SPECIFIED 1N THESE PLANS. 8. AFTER REMOVAL OF SIGN AND/OR SIGN BASE,BACK FILL, COMPACT, AND LEVEL SOIL TO MATCH SURROUNDING SOIL. CONSTRUCTION INFORMATION SIGNING: 1. THE CONTRACTOR SHALL USE CONSTRUCTION INFORMATION SIGNING AS SHOWN IN THE PLAN WHICH ARE TO BE USED AS FOLLOWS: PLACE THE G20 -X1 ADVANCE CLOSURE NOTICE SIGN(S)7 DAYS PRIOR TO THE PLANNED CLOSURE DATE. IF CONSTRUCTION INFORMATION SIGNING IS NO LONGER VISIBLE TO THE MOTORING PUBLIC ONCE WORK BEGINS, MOVE SAID SIGNING TO A SITE IN ADVANCE OF THE WORK ZONE OR CLOSURE AS SHOWN IN THE PLAN OR APPROVED BY THE ENGINEER. CONSTRUCTION STAGING AND TRAFFIC CONTROL NOTES 1. THE CONTRACTOR SHALL PROVIDE TPAR DURING CONSTRUCTION. 2. CONSTRUCT ALL SIDEWALKS AND CURB RAMPS ON THE SOUTH SIDE OF ELM STREET PRIOR TO RECONSTRUCTING CURB RAMPS ON THE NORTH SIDE. 3. CONSTRUCT ONE BLOCK AT A TIME USING STANDARD PLANS AND DETAILS FROM THE MUTCD. -USE SHOULDER CLOSURE FROM FIELD MANUAL:LAYOUT 8. -ASSUME 2'SHOULDER FOR UNMARKED SHOULDERS. -FOR LONG TERM SHOULDER CLOSURES, PROVIDE TYPE III BARRICADE AT THE START OF A SHOULDER CLOSURE AND AT EACH CROSS STREET, OPTIONAL SIGNS ARE REQUIRED. 4.FLAGGING OPERATIONS MAY BE USED AS NECESSARY DURING OFF PEAK HOURS (PEAK HOURS ARE GAM-9AM AND 3PM-6PM). 5. MAINTAIN 11' MINIMUM DRIVING LANES AT ALL TIMES DURING CONSTRUCTION. 6. ON COUNTY ROADS ELM STREET AND BROADWAY STREET, PROVIDE G20 -XI SIGNS 7 DAYS IN ADVANCE OF WORK BEGINNING IN BOTH DIRECTIONS. -LEGEND: ROAD WORK BEGINS XX XXXX (ENDS XX XXXX) STANDARD PLANS 5-2`17.8111 ALTERNATE PEDESTRIAN ROUTE (APR) 5-297.8131 TEMPORARY PEDESTRIAN ACCESS ROUTE (TPAR) UPDATED 12/20/2021 19 TEMPORARY TRAFFIC CONTROL TITLE SHEET 20 TEMPORARY SQUARE TUBE GROUND MOUNTED SIGN PLACEMENT NO. I DATE I BY CHIC I REVISIONS I XDIREC CERAIEr THAI N ANIS Plax. SPECIFICATION. DR REPORT ■a5 kPREPARE DENGIN By OR ER M O N T I C E L L O , MINNESOTA SHEET MF a° DIRECT SUPERVISION AND THAT I a" a DULY LICENSED PROSESSIONP ENGINEER OROR ""°K� THE SA°" °` R..S° "' "F Elm Street Improvements: SRT 19 � eri � p TITLE SHEET ES PRINT NAME( 5 D RE PE ` /� /� I/'� Mo (`(p n OF CD«N•O By, Es V\V, j�JI V11�6Le o Monticello, Minnesota TEMPORARY TRAFFIC CONTROL AND STAGING 60 a> SD DATE 3/1 /2023 LICENSE • 40945 SAP 222-591-002 SHEETS 2 W U- x GENERAL NOTES: 1. GROUND MOUNTED SQUARE TUBE SIGN STRUCTURES PLACED WITHIN 50' OF THE RADIUS END OF AN INTERSECTION SHALL BE PLACED ON ONE 2" OR 2-1/2" POST. 2. FOR 2" SQUARE TUBE RISER POST IN SOIL, USE FIN BASE PLACED PER MANUFACTURER'S SPECIFICATIONS. USE A 2'' X 2'' PRE -PUNCHED, GALVANIZED STEEL, SQUARE TUBE RISER POST. PLACE 3/8" STAINLESS STEEL BOLT THROUGH THE 5TH HOLE DOWN FROM THE TOP OF THE BASE. RISER POST SHALL REST ON THE BOLT. 3. FOR 2-1/2'' SQUARE TUBE RISER POST IN SOIL, USE SLIP BASE PLACED PER MANUFACTURER'S SPECIFICATIONS USING A 10 GAUGE ,2-1/2" X 2 -112 - PRE -PUNCHED, GALVANIZED STEEL, SQUARE TUBE RISER POST WITH A 10 GAUGE 2-3/16" X 2-3/16" PRE -PUNCHED, GALVANIZED STEEL, SQUARE TUBE INTERNAL INSERT. SPECIFIC NOTES ( IF ANY PART OF A SIGN OR SIGN ASSEMBLY EXTENDS MORE THAN 4" INTO THE PEDESTRIAN FACILITY, THE MINIMUM HEIGHT TO BOTTOM OF THE SIGN OR SIGN ASSEMBLY SHALL BE 7'. Q 6' - 12' FROM EDGE OF ROADWAY, MUST BE A MINIMUM OF 6' FROM EDGE OF PAVED SHOULDER (WHEN PRESENT). ® IF GROUND MOUNTED TEMPORARY SIGN OR SIGN ASSEMBLY IS PLACED ON 2-112'' SQUARE TUBE RISER POST(S),THE MINIMUM CLEARANCE FROM THE GROUND LINE TO THE BOTTOM OF THE LOWEST SIGN ON THE ASSEMBLY SHALL BE 71, OR AS SHOWN IN DETAIL, WHICHEVER IS GREATER. ( 5' MINIMUM IN RURAL. 7' MINIMUM IN BUSINESS, COMMERCIAL, OR RESIDENTIAL AREAS. (5) WHEN MULTIPLE GROUND MOUNTED SIGN STRUCTURES ARE PLACED ADJACENT TO EACH OTHER THERE SHOULD BE NO MORE THAN 2 POSTS WITHIN 84" OF EACH OTHER. WHEN THIS SPACING CAN NOT BE MAINTAINED, THEN SIGN STRUCTURES SHALL BE OFFSET, AND STAGGERED WITH A MINIMUM OF 4' BETWEEN SIGN STRUCTURES BOTH LATERALLY AND LONGITUDINALLY. EXAMPLE SHOWS DETOUR SIGNAGE, BUT THIS REQUIREMENT APPLIES TO ALL SIGNAGE. C6� INPLACE AND/OR OTHER CONSTRUCTION SIGNING. TYPICAL RURAL DESIGN AND 2" RISER POST 0 6'-12' FROM ROADWAY 1 5' AIN. L,n%juIVLJ LINE 0 6'-12' FROM ROADWAY GROUND LINE 7' M 7' MIN. TYPICAL RURAL DESIGN WITH SUPPLEMENTAL PLAQUE AND 2-1/2" RISER POST 0 6'-12' FROM ROADWAY 2' MIN. FROM FACE OF CURB WALKWAY BUSINESS.COMMERCIAL. OR RESIDENTIAL AREA NOT TO SCALE DETOUR � 41' MN. EAST [rM]NNESOT GROUND LINE I�-- 47 4' MIN a ©JCT OFFSET taxa 6 5 c] TY 4' MIN OFFSET ♦ a W I CONSTRUCTION SIGN POST OFFSET SPACING DETOUR WEST INNESOTA 47 / INTERSTATE ROAD \ WORK WIWNESOTA a WINNESOT TO BEGINS AUGUST 31 � r 5 4-7 MIN. 7' MIN. MINI I � 41' MN. 0 E 5. 6'-12' 7 MIN. FROM ROADWAY MIN. I --------- GROUND LINE GROUND LINE GROUND LINE TYPICAL RURAL DESIGN WITH SUPPLEMENTAL PLAGUE AND 2"RISER POST TYPICAL RURAL DESIGN 2-1/2" RISER POST TYPICAL G20 -X2 DESIGN PUBLISHED BY OTE 03/15/2021 1 MODIFIED BY TEMPORARY SQUARE TUBE GROUND MOUNTED SIGN PLACEMENT NO. DATE BY CHK REVISIONS Dsslyr Bw I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION. OR REPORT VAS PREPARED BY OR UNDER SHEET MF MY DIRECT SUPERVISION AND THAT I AM A OULY LICENSED PROFESSIONft ENGINEER @-0ER M O N T I C E L L O, MINNESOTA Py, er rNE un v rHB STATE OF NIT. sorA. AMIcI4��effi 20 MF /� ch Elm Street Improvements: SRTS TEMPORARY SQUARE TUBE GROUND MOUNTED SIGNExR�NaO ByN PRINT NAMEr SPR,NT S o�E PEPE V V JN l TEMPORARY TRAFFIC CONTORL AND STAGING QF Es Monticello, Minnesota so ARRYON.E e>•Y SD DATE 3/1 /2023 1 LICENSE N 40945 SAP 222-591-002 SHEETS W 2 W u- t CL W 6TH SCALE IN FEET 0 75 150 ALIGNMENT TABULATION POINT NUMBER POINT STATION COORDINATES AZIMUTH DELTA DEGREE RADIUS TANGENT LENGTH X Y ELM STREET <ELM_ST> 100 POT 100+00.00 519.576.814 219.405.510 101 POT 104+61.28 519.777.630 219,820.785 102 POT 106+63.18 519,867.233 220,001.716 103 POT 117+85.00 520.355.609 221,011.641 W 6TH STREET <6TH _ST> 200 1 POT 10+00.00 1 1 1 1 519,598.581 219,450.523 201 1 POT 1 16+20.001 1 1 1 1520,157.442 219.182.056 W 4TH STREET <4TH_ST> 300 POT 20+00.00 1 1 1 1 1 519,957.815 220.189.035 301 1 POT 29+00.00 1 1 1 1 1520.768.803 219.798.780 NOTES: <XXXX> INDICATES GEOPAK ALIGNMENT NAMES. NO. I DATE I BY CHK I REVISIONSPST 6y�n I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION. DR REPORT WAS PREPARED BY OR LNDER SHEET MKV MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER M O N T I C E L L O, MINNESOTA THE LAWS OF THE STATE OF MINNESOTA. * `-' 1'�"F Elm Street Improvements: SRTS 21 MKV PRINT N M : MARCUS VANDERBR C PE ` /L /� I/'� OF E « B>Y V\V, jb l•/ MontiefloMonticello, Minnesota ALIGNMENT PLAN & TABULATION 60 KH GGI v+c�ww en MKV DATE 3/16/2023 LICENSE 164 SAP 222-591-002 SHEETS %0 -BUR 100 101 5-A ? 0 d F 0 -BU F/0 -BUR F/0 -BUR-6TH ST r F/0 -B - 2 -A - MATCH LINE STA. 10+50 SEE SHEET 29 (L ELM ST ION o I I 102 -BUR F/ BUR_ F 0 -BUR F/0 -E -'-FYO--B F/0 -BUR F/0 -BUR — -- --- --- - - --- --- 7-C 6-B 1-A 2 0 /0—BUf� 0 -BUR F/0 BUR F 0 6-C w w to x LO O OyA V c - T � C7 O = 3-A W LO v^ �-A 105 V- — O F SCALE IN FEET 0 25 50 LEGEND — TV -BUR — BURIED COPPER -F/0-BUR— BURIED FIBER —00 BURIED COMM. LINE -OHP OVERHEAD POWER — P -BUR — BURIED POWER — G BURIED GAS ® ® PED BOX / HANDHOLE POWER POLE LIGHT POST 0M MANHOLE —I WATERMAIN - » SANITARY SEWER - > STORM SEWER — — — CONSTRUCTION LIMITS ----- RIGHT OF WAY \ OH '° 5-A 6-B /�F/ 0 -BUR 1 -B 7-A 6-A 2-A SCALE IN FEET OHP OHP F/0 - P --- - „ r --7Q'9 BUR --- Trip _all8- --F/O-RII�-- --Fin _olio A (� u OHP OHP \ 'a OHP OHP ___OH O 0 25 50 O + G G ° G—G G—G '®G G I G GG G O Ft ELM ST �, $ O 7-A 4-A ~N N 6 1 7 8 1 9 1 0 1 1 1 Nw w tiq 5-A 5-A Ld x J w LAI 2 1 I U I I 2 N U - -� I >> >> ~ - F/0 -BUR F/0 -BUR F/0 -BUR F/0 -BUR a 0- B R T R TV -BUR TV BUR O -B TV -BUR TV -BUR J _ X70 SUR F%0 -BUR F/0 -BUR---' ��' ° / UR 1/0 -BUR F/0 -BUR/ >. 7-C -- --- --- - --- - --- -- �; 6-C 3-A 6-B - a 5-A _ U r 3-A 6 8 C 5-A 4-B —� 1-A 6-C 3 -C -C 4TH ST AMERICAN 1-e 7_c UTILITY NOTES MATCH LINE STA. 20+60 LEGION SEE SHEET 30 1-A UTILITY CONFLICT AREA (OWNER - IMPACT) N OWNERSHIP: (1)GENTERPOINT GAS, (2) CHARTER COMM., m I ( 3 ) FIBERNET FIBER, (4) MONTICELLO SANITARY, GENERAL NOTES: - THE OWNER AND IMPACT NOTES ARE BASED UPON THE BEST INFORMATION AVAILABLE AND MAY NOT (5) MONTICELLO WATERMAIN, (6) TDS TELECOM COMM., REFLECT THE ACTUAL EFFECTS ON THE UTILITIES BY CONSTRUCTION. FINAL DETERMINATIONS (7) XCEL ENERGY ELECTRIC - THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS QUALITY LEVEL D. THIS QUALITY WILL BE MADE IN THE FIELD DURING CONSTRUCTION. IMPACTS NOTES ON PLAN SHEETS: LEVEL WAS DETERMINED ACCORDING TO GUIDELINES OF ASCE/UES I/CI 38-22 ENTITLED (A) LEAVE AS IS, (B) ADJUST, (C) RELOCATE, (D) REMOVE "STANDARD GUIDELNE FOR INVESTIGATING AND DOCUMENTING EXISTING UTILITIES". - SOME UTILITIES MAY HAVE RELOCATED PRIOR TO CONSTRUCTION. UTILITY CONFLICTS ARE DENOTED IN EXCAVATION AREAS ONLY. - THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE THE UTILITY COMPANIES. CALL GOPHER - THE CONTRACTOR SHALL COORDINATE THEIR WORK AND COOPERATE WITH THE UTILITY OWNERS AND STATE ONE CALL (GSOC) AT LEAST 48 HOURS PRIOR TO EXCAVATON OR CONSTRUCTION. THEIR FORCES. SOME UTILITIES MAY NEED TO BE RELOCATED CONCURRENTLY WITH THE SEE CONSTRUCTION PLANS AND DRAINAGE PLANS FOR PUBLIC CONTRACTOR'S WORK. UTILITY ADJUSTMENT AND RELOCATION DETAILS. NO. DATE BY CHIC REVISIONS BY, I HEREBY C CERTITY THAT THIS THAT 1 0 0 DICAIIOC, OR REPORT WAS PREPARED IN ER OR UNDER MONTICELLO, M I N N E S O T A SHEET MKV I DIRECT SUPERVISION THAT AND THAT I ell < DULY LICENSED REPORT ENGINEER UNDER THE LAWS OF THE STATE Of MINNESOTA. ( 1}C)F Elm Street Improvements: SRTS 22 Plol Bp MKV PRINT N M : MARCUS VANDERBR C PE ` /L /� I/'� montiefloMonticello, 0 F E N�B>Y V\V, jb Minnesota INPLACE TOPOGRAPHY & UTILITIES PLAN 60 KH GGI eNvrowo en MKV DATE 3/16/2023 LICENSE 164 SAP 222-591-002 SHEETS V 4-A 6-B I o V F<9 -W F/0 - U �CHPT o G o o^ G a 2 1-B �­ wN i w N Z_ I I w _1 w _ NU 7 c u TV -BUR T -BUR AMERICAN w C LEGION I - A o t/T 6-A c I ITI Ijj:� 7-C ---�-1-A FSFH --- DH —MB-B4R 6-A 7-C v O x DO y on c crL ELM ST- G G G— 143 t 114 115 116 5-A O,y I I I I I I x op TV -BU TV -BUR TV -BUR TV -BUR- TV -BUR TV -B R - --- 0 -BUR —F/0 -BUR-- — F/0.-BL8 _. _— F/0 -BUR F/0 N END SAP 222-591-002 ELM STREET STA 117+59.00 5-A O� O �/0 -BUR- 0; SCALE IN FEET 0 25 50 LEGEND — TV -BUR — BURIED COPPER -F/0-BUR— BURIED FIBER —00 1 7 —OHP OVERHEAD POWER — P -BUR — BURIED POWER —G BURIED GAS ® ® PED BOX / HANDHOLE POWER POLE LIGHT POST 0M MANHOLE —I WATERMAIN - » SANITARY SEWER IIIV STORM SEWER — — — CONSTRUCTION LIMITS LMJR RIGHT OF WAY TV-BUR—�IITVx OL n L) Q i r ir o -A I I 111 111 3 I J 14 I �/0 -BUR- 0; SCALE IN FEET 0 25 50 LEGEND — TV -BUR — BURIED COPPER -F/0-BUR— BURIED FIBER —00 BURIED COMM. LINE —OHP OVERHEAD POWER — P -BUR — BURIED POWER —G BURIED GAS ® ® PED BOX / HANDHOLE POWER POLE LIGHT POST 0M MANHOLE —I WATERMAIN - » SANITARY SEWER - > STORM SEWER — — — CONSTRUCTION LIMITS ----- RIGHT OF WAY i SCALE IN FEET 0 25 50 o -1 \. 1 1 � � yo o� 1 00 a V I I H > > > > > > > 1516 >w InX.2V Ld U =E..I G G G G G G G z G G G G G P -BUR wJ ( 6TH ST °yo o� " 4-A en U dH BEG 1 N SAP 222-591-002�r�ET�T dH0 \� T 0 dH0 C dH0 d� d 0 I dH0 dH0 dH0 dH0 dH0 00 UTILITY NOTES s 6TH STREET STA 10+50.00 2-A 1-A 5-A 7-A END SAP 222-591-002 1-A UTILITY CONFLICT AREA (OWNER - IMPACT) 6TH STREET STA 15+90.00 OWNERSHIP: (1)GENTERPOINT GAS, (2) CHARTER COMM., (3) FIBERNET FIBER, (4) MONTICELLO SANITARY, GENERAL NOTES: - THE OWNER AND IMPACT NOTES ARE BASED UPON THE BEST INFORMATION AVAILABLE AND MAY NOT (5)MONTICELLO WATERMAIN, (6) TDS TELECOM COMM., REFLECT THE ACTUAL EFFECTS ON THE UTILITIES BY CONSTRUCTION. FINAL DETERMINATIONS ( 7 ) XCEL ENERGY ELECTRIC - THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS QUALITY LEVEL D. THIS QUALITY WILL BE MADE IN THE FIELD DURING CONSTRUCTION. IMPACTS NOTES ON PLAN SHEETS: LEVEL WAS DETERMINED ACCORDING TO GUIDELINES OF ASCE/UES I/CI 38-22 ENTITLED (A) LEAVE AS IS, (B) ADJUST, (C) RELOCATE, (D) REMOVE "STANDARD GUIDELNE FOR INVESTIGATING AND DOCUMENTING EXISTING UTILITIES". - SOME UTILITIES MAY HAVE RELOCATED PRIOR TO CONSTRUCTION. UTILITY CONFLICTS ARE DENOTED IN EXCAVATION AREAS ONLY. - THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE THE UTILITY COMPANIES. CALL GOPHER - THE CONTRACTOR SHALL COORDINATE THEIR WORK AND COOPERATE WITH THE UTILITY OWNERS AND STATE ONE CALL (GSOC) AT LEAST 48 HOURS PRIOR TO EXCAVATON OR CONSTRUCTION. THEIR FORCES. SOME UTILITIES MAY NEED TO BE RELOCATED CONCURRENTLY WITH THE SEE CONSTRUCTION PLANS AND DRAINAGE PLANS FOR PUBLIC CONTRACTOR'S WORK. //�--+ UTILITY ADJUSTMENT AND RELOCATION DETAILS. NO. DATE BY CHIC REVISIONS BY, I HEREBY C CERTITY THAT ANIS RLAN• 0 A DICAIIOC, OR REPORT WAS &EPTIMEOENGIN ER OR UNDER MONTICELLO, M I N N E S O T A SHEET MKV I DIRECT SUPERVISION THAT AND THAT I AM < DULY LICENSED EPOEESSION4 ENGINEER ER UNDER THE LAWS OF THE STATE Of MINNESOTA. (' I 1 1 O F Elm Street Improvements: SRTS 23 Pion Bp � MKV PRINT N M - MARCUS VANDERBR C PE ` /L /� I/'� Mnye 7�(p n OF EN�B>Y V\V, j�J) Vi1�1LL� LJ Monticello, Minnesota INPLACE TOPOGRAPHY &UTILITIES PLAN 60 KH GGI AHvrowo en MKV DATE 3/16/2023 LICENSE 164 SAP 222-591-002 SHEETS 0 CV a LU J Q 0 00 0- Cv 0 I- H w N w xw N Z w J w v) 2 U a s nW H VI Z_ � 4-A G n G 7-A 1-A I _F7 -BUR----`—F, A e V �I— I I GENERAL NOTES: U .;;,7- —F/VBUR F /0 -8 25 26 27 > 4-A > �A��> 4TH ST > —OH OHP OHP OHP ^"^ G G G G G 7-A - THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO GUIDELINES OF ASCE/UES/CI 38-22 ENTITLED "STANDARD GUIDELNE FOR INVESTIGATING AND DOCUMENTING EXISTING UTILITIES". - THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE THE UTILITY COMPANIES. CALL GOPHER STATE ONE CALL (GSOC) AT LEAST 48 HOURS PRIOR TO EXCAVATON OR CONSTRUCTION. N0. I DATE I BY I CHK I REVISIONS I BATfg� BY, I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION DR REPORT WAS ME ARE BY OR ENDER 0 SCALE IN FEET 0 25 50 LEGEND — TV -BUR — BURIED COPPER -F/0-BUR— BURIED FIBER —00 BURIED COMM. LINE -OHP OVERHEAD POWER — P -BUR — BURIED POWER —G BURIED GAS ® ® PED BOX / HANDHOLE (A) LEAVE AS IS, (B) ADJUST, (C) RELOCATE, (D) POWER POLE UTILITY CONFLICTS ARE DENOTED IN EXCAVATION AREAS LIGHT POST 0M MANHOLE —I WATERMAIN - » SANITARY SEWER - > STORM SEWER — — — CONSTRUCTION LIMITS ----- RIGHT OF WAY Fr w m w ' w � 4 VI Q O to Z Cr Z m � o 5-A LL __ I SCALE IN FEET — F 0 -BUR 0 25 50 I TV a 0 V V OHP OHP OHP — END SAP 222-591-002 -- --- ---I 4TH STREET STA 28+67.00 - THE OWNER AND IMPACT NOTES ARE BASED UPON THE BEST INFORMATION AVAILABLE AND MAY NOT REFLECT THE ACTUAL EFFECTS ON THE UTILITIES BY CONSTRUCTION. FINAL DETERMINATIONS WILL BE MADE IN THE FIELD DURING CONSTRUCTION. - SOME UTILITIES MAY HAVE RELOCATED PRIOR TO CONSTRUCTION. - THE CONTRACTOR SHALL COORDINATE THEIR WORK AND COOPERATE WITH THE UTILITY OWNERS AND THEIR FORCES. SOME UTILITIES MAY NEED TO BE RELOCATED CONCURRENTLY WITH THE CONTRACTOR'S WORK. MKV NY DIRECT SUPERVISION AND THAT 1 AY A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS aTHE STATE aMINNESOTA. PRINT N M L MARCUSVANDERBR C PE ��V\V, ` /L /s b �<<� � `'"y "F Elm Street Improvements: SRTS Monti�effo Monticello, Minnesota MKV KH MKV DATE 3/16/2023 LICENSE 164 UTILITY NOTES 1-A UTILITY CONFLICT AREA (OWNER - IMPACT) OWNERSHIP: ( I ) GENTERPOINT GAS, (2) CHARTER COMM., (3) FIBERNET FIBER, (4) MONTICELLO SANITARY, (5) MONTICELLO WATERMAIN, (6) TDS TELECOM COMM., (7) XCEL ENERGY ELECTRIC IMPACTS NOTES ON PLAN SHEETS: (A) LEAVE AS IS, (B) ADJUST, (C) RELOCATE, (D) REMOVE UTILITY CONFLICTS ARE DENOTED IN EXCAVATION AREAS ONLY. SEE CONSTRUCTION PLANS AND DRAINAGE PLANS FOR PUBLIC UTILITY ADJUSTMENT AND RELOCATION DETAILS. MONTICELLO, MINNESOTA SHEET 24 6F INPLACE TOPOGRAPHY & UTILITIES PLAN 60 SAP 222-591-002 SHEETS 100 BEGIN SAP 222-591-002 ELM STREET STA 100+67.50 CL ELM ST 1 1 1-92 193 4012 Q (i 6TH ST 4013 — __ ___ MATCH LINE STA. 10+50 SALVAGE BOULDER SEE SHEET 26 0 0 194 1 III H �J En — --- — --- — --- — --- — --- — --- — --- — --- a ELM ST N)6 1 7 1 8 1Q9 110 W (D x _ — — — — — — — — — — — — — — 3 PL 4TH ST -/j J Q MATCH LINE STA. 20+60 SALVAGE RETAINING WALL SEE SHEET 27 20 LIN FT ) 2 m 11 O AMERICAN LEGION 0 0 N Uo a N 1 I—I— N w W Wx Z V, J W x Ln It A a i SCALE IN FEET 0 25 50 SCALE IN FEET 0 25 50 LEGEND REMOVE BITUMINOUS PAVEMENT REMOVE CONCRETE DRIVEWAY PAVEMENT OREMOVE CONCRETE SIDEWALK ® REMOVE BITUMINOUS DRIVEWAY PAVEMENT REMOVE CURB & GUTTER ® CLEAR & GRUB TREE (EACH) SAWCUT BITUMINOUS PAVEMENT O (FULL DEPTH) Q2 ADJUST FRAME & RING CASTING Q3 REMOVE HYDRANT 4Q ADJUST GATE VALVE Q5 RELOCATE HYDRANT — - - - — EXISTING RIGHT OF WAY - - TEMPORARY EASEMENT NO. DATE BY CHIC REVISIONS DWy, Bw I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION. DR REPORT WAS PREPARED BY OR UNDER M O N T I C E L L O , MINNESOTA SHEET MKV MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER 'pr`\ PwB,N HE LAWS OF THE STATE OF MINNESOTA. CI I y"F Elm Street Improvements: SRTS 25 MKV PRINT N M L MARCUS VANDERBR C PE ` /L /� b OF EK B>Y V\V, l./ MontiefloMonticello, Minnesota MISCELLANEOUS REMOVALS PLAN 60 KH GGI ANcYww ByT MKV DATE 3/16/2023 LICENSE 164 SAP 222-591-002 SHEETS 0 0 N NQ 2 w V) w xw • N Z(1) w J w N 2 r H 0 u AMERICAN i LEGION - I P END SAP 222-591-002 ELM STREET STA 117+59.00 °a a a o r ° — --- --- --- --- --- --- --- - - --- r tea. 1 ° o ° 1Q O 0 ELM ST t 4010 2 1006 O -> —� > >O 4011 > O / > 113 4 1 7 I 4 i 1Q—'� 400s 1Q —I j I � Cb O 4 0 2 O w O a yo —� �xC — — — — — — N 3a R __ ___ _- --- --- --- --- --- --- --- --- E1l 4001 I 4007 = a 4009 �HU- ~ ¢3 W En 0 W I UQ o to m o M I I 3 I REMOVE MA In 0 n� 1� NQ uj� 11 Lu N =w NZ Lu J J 6TH ST N2 BEGIN SAP 222-591-002 a 6TH STREET STA 10+50.00 f REMOVE MAIL BOX SUPPOF. w w N w ADJUST HYDRANT 4014 4017 — — — � _ �� 0 0 MI.,4015 00 r O (KI)]O 1.4 1.5 1 �SALVAGE RETAINING WALL 20 LIN FT REMOVE MAIL BO _SUPPORT _1 P -BUR I 1 —G I END SAP 222-591-002 H STREET STA 15+90.00 SCALE IN FEET 0 25 50 SCALE IN FEET 0 25 50 LEGEND REMOVE BITUMINOUS PAVEMENT REMOVE CONCRETE DRIVEWAY PAVEMENT OREMOVE CONCRETE SIDEWALK ® REMOVE BITUMINOUS DRIVEWAY PAVEMENT REMOVE CURB & GUTTER ® CLEAR & GRUB TREE (EACH) SAWCUT BITUMINOUS PAVEMENT 0 (FULL DEPTH) 0 ADJUST FRAME & RING CASTING 0 REMOVE HYDRANT 4� ADJUST GATE VALVE Q5 RELOCATE HYDRANT — - - - — EXISTING RIGHT OF WAY - - TEMPORARY EASEMENT NO. DATE BY CHIC REVISIONS BWyN Bw I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION. DR REPORT WAS PREPARED BY OR UNDER M O N T I C E L L O , MINNESOTA SHEET MKV NY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER R.Bri HE LAWS OF THE STATE Of MINNESOTA. � `-" },kefloMonticello, "F Elm Street Improvements: SRTS 26 MKV PRINT N M L MARCUS VANDERBR G PE ` /L /� b nye OF EK B>Y V\V, l•/ Vi1�Minnesota MISCELLANEOUS REMOVALS PLAN 60 KH GGI APP�owo en MKV DATE 3/16/2023 LICENSE I64 SAP 222-591-002 SHEETS Q W J u- -b o N O Ln 1 N Q 21 H H wN W NV, z w —I w V) 2 E- BEGIN SAP 222-591-002 4TH STREET STA 20+60.00 w w N w Z 4022 I --- -- --- - - - 2 9- V C E� O 4025 E I v 25 w z = 4026 U a I— Ld w N w Z SALVAGE RETAINING WALL 20 LIN FT - 4020 - ---a- -- - - — — 5� 2 O c 4021 O N I 29 23 4023 24 \ 4024 PL 4TH ST J 2 Q -- -- -- --- e— > 0 J 27 -Pt 4TH ST > 7-- w w N Q F- O N L-- 4027�J 0 2,8 -----V > — . > 4031 END SAP 222-591-002 -- ---I 4TH STREET STA 28+67.00 9 i SCALE IN FEET 0 25 50 SCALE IN FEET 0 25 50 LEGEND REMOVE BITUMINOUS PAVEMENT REMOVE CONCRETE DRIVEWAY PAVEMENT OREMOVE CONCRETE SIDEWALK ® REMOVE BITUMINOUS DRIVEWAY PAVEMENT REMOVE CURB & GUTTER ® CLEAR & GRUB TREE (EACH) SAWCUT BITUMINOUS PAVEMENT O (FULL DEPTH) Q2 ADJUST FRAME & RING CASTING Q3 REMOVE HYDRANT 4Q ADJUST GATE VALVE Q5 RELOCATE HYDRANT — - - - — EXISTING RIGHT OF WAY - - TEMPORARY EASEMENT NO. DATE BY CHIC REVISIONS DWy, Bw I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION. DR REPORT WAS PREPARED BY OR UNDER M O N T I C E L L O , MINNESOTA SHEET MKV MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER 'pr`\ PwB,N HE LAWS OF THE STATE OF MINNESOTA. `-"'�"F Elm Street Improvements: SRTS 27 MKV PRINT N M L MARCUS VANDERBR C PE ` /L /� b OF EK B>Y V\V, l./ MontiefloMonticello, Minnesota MISCELLANEOUS REMOVALS PLAN 60 KH GGI ANcYww ByT MKV DATE 3/16/2023 LICENSE 164 SAP 222-591-002 SHEETS BEGIN SAP 222-591-002 ELM STREET STA 100+67.50 Igo 191 18'R 2' CONCRETE WALK SPECIAL O Ct 6TH ST ---�_ MATCH LINE STA. 10+50 SEE SHEET 29 CL ELM ST 192 RETAINING WALL #1 I � 0 �C-) I0 of Ln "' m i° o - --- - -- -- -- --- Lo 0 193 194 195 1 w 15'R 15'R J CONCRETE WALK 1 1 u�11�6' — — — — — — T.- a s 1 -BIT. PAVEMENT wINING WALL 2 L ILn SCALE IN FEET 0 25 50 SCALE IN FEET 0 25 50 18'R — --- --- --- --- --- --- --- X 1 O X Ct ELM ST 1 + X 1 N LEGEND 25' R "o, a �' 1Q SIDEWALK PEDESTRIAN CURB RAMP N 6 WIQ7 1 8 199 ] 0 111 1 W SEE STD PLANS & INTERSECTION DETAILS Lu z v) DECIDOUS TREE 2' CAL B&B J 4' BLVD 16'R 14'R 4' BLVD J w — — — — — — — — — — — — - — — _ FULL DEPTH BITUMINOUS PATCHING U 1 1 U a — 6' CONCRETE WALK — — — — 6' CONCRETE WALK a — — — CONSTRUCTION LIMITS ff�— — — — — — — — — - - J — — — — — — — — - - - — EXISTING RIGHT-OF-WAY y I r �F INSTALL RETAINING WALL-/ - TEMPORARY EASEMENT Q BIT. PAVEMENT 3 rL 4TH ST 20 LIN FT ti AMERICAN 1. ALL ALL DIMENSIONS ARE TO FACE OF CURB Q MATCH LINE STA. 20+60 BIT. PAVEMENT LEGION Or SEE SHEET 30 OR EDGE OF BITUMINOUS UNLESS OTHERWISE NOTED. 4 Z 2. ALL CURB AND GUTTER TO BE CONCRETE m CURB AND GUTTER DESIGN B618 UNLESS OTHERWISE NOTED. 3. SEE MISCELLANEOUS DETAILS FOR DRIVEWAY AND ENTRANCE DESIGN DETAILS NO. DATE BY CHIC REVISIONS DWyN Bw I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION. DR REPORT WAS PREPOAEO BY OR UNDER M O N T I C E L L O , MINNESOTA SHEET MKV NY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSION& ENGINEER UNDER Pb, B„ THE LAWS OF THE STATE Of MINNESOTA. I Y"F Elm Street Improvements: SRTS 28 MKV PRINT N M L MARCUS VANDERBR C PE ` /L /� I/'� OF EKB>Y V\V, j�J) l•/ mo� Minnesota CONSTRUCTION PLAN 60 KH GGI APP�owo en MKV DATE 3/16/2023 LICENSE I64 SAP 222-591-002 SHEETS BIT. PVMT--; C&G 8612 o 12\ 1 15' I co N Q 2 w xw N Z w N x U a s IT. PVMT AMERICAN i LEGION SR.�g 16 113 114 SCALE IN FEET V > 0 25 50 END SAP 222-591-002 ELM STREET STA 'R 117+59.00 r } IWII 1 38'R (i ELM ST 12 1 12'R Tel ------- 14 — — — — — — 14'R—� — — — — — — — G--- — --- — --- — --- BIT. PAVEMENT w uj Ln 0 M BIT. PAVEMENT RETAINING WALL 03 1O'R 20'R Lu W l W kn 11'1 Tn I r• r ¢ 3 V) p U Q o m I � 3 W LiN LLJ CONC. PAVEMENT RETAINING WALL #4 � CONC. PAVEMENT BIT. PAVEMENT > SCALE IN FEET BIT. PAVEMENT INSTALL RETAINING WALL 0 25 50 RETAINING WALL •5 20 LIN FT ___ - LEGEND SIDEWALK PEDESTRIAN CURB RAMP o — ^ 6' CONCRETE WALK 16'R 6' CONCRETE WALK SEE STD PLANS & INTERSECTION DETAILS o Q1 1 N- MAIL BOX SUPPORT MAIL BOX SUPPORT 14'R DECIDOUS TREE 2' CAL B&B 13 15 MAIL BOX SUPPORT 16 a FULL DEPTH BITUMINOUS PATCHING 1.1 I I 4 h h w N Lu w — — — CONSTRUCTION LIMITS N Z wc 6TH S T — - - - — EXISTING RIGHT-OF-WAY w TEMPORARY EASEMENT BEGIN SAP 222-591-002 6TH STREET STA 10+50.00 NOTES: END SAP 222-591-002 1. ALL DIMENSIONS ARE TO FACE OF CURB OR EDGE OF BITUMINOUS UNLESS 6TH STREET STA 15+90.00 OTHERWISE NOTED. 2. ALL CURB AND GUTTER TO BE CONCRETE CURB AND GUTTER DESIGN B618 UNLESS OTHERWISE NOTED. 3. SEE MISCELLANEOUS DETAILS FOR DRIVEWAY AND ENTRANCE DESIGN DETAILS NO. DATE BY CHIC REVISIONS Baum Bw I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION. DR REPORT WAS PREPAYIEO BY OR UNDER M O N T I C E L L O , MINNESOTA SHEET MKV MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSION& ENGINEER UNDER 'pr`\ PI„Bw THE LAWS OF THE STATE OFMINNESOTA. I'� "F Elm Street Improvements: SRTS 29 MKV PRINT N M -' MARCUS VANDERBR C PE ` /L /� I/'� 1• OF EKB>Y V\V, j�J) l./ mo� t1ceMonticello, Minnesota CONSTRUCTION PLAN 60 KH GGI ANcYww ByA MKV DATE 3/16/2023 LICENSE I64 SAP 222-591-002 SHEETS I- Ld w N w Z -- - --- - --- - --- - --- - --- -- - --- i SCALE IN FEET 0 25 50 w w w w •oe � N N w a Z ~ O > N z SCALE IN FEET z I BIT. PAVEMENT BIT. PAVEMENT L 0 25 50 -- -- LEGEND o — — — — — — — — — — — — — — — — — — — — — — — — -� / 1Q SIDEWALK PEDESTRIAN CURB RAMP R1 6' CONCRETE WALK NNI �f�IL SJEE STD PLANS & INTERSECTION DETAILS N 1 1J 14 ' 16' R 16' R DECIDOUS TREE 2' CAL B&B N 25 26 27 28 V FULL DEPTH BITUMINOUS PATCHING w — — — CONSTRUCTION LIMITS z J rE 4TH $T — - - - — EXISTING RIGHT-OF-WAY x - - TEMPORARY EASEMENT U r END SAP 222-591-002 NOTES: 1. ALL DIMENSIONS ARE TO FACE OF CURB 47H STREET STA 28+67.00 OR EDGE OF BITUMINOUS UNLESS OTHERWISE NOTED. 2. ALL CURB AND GUTTER TO BE CONCRETE CURB AND GUTTER DESIGN B618 UNLESS OTHERWISE NOTED. 3. SEE MISCELLANEOUS DETAILS FOR DRIVEWAY AND ENTRANCE DESIGN DETAILS NO. DATE BY CHIC REVISIONS WSW, Ow I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION. DR REPORT WAS PREPAYIEO BY OR UNDER Z'l MONTICELLO, MINNESOTASHEET MKV MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER I T Y OPH.n Bp THE LA'S OF THE STATE Of MINNESOTA. Elm Street Improvements: SRTS 30 Check*MKV PRINT N M L MARCUSVANDERBR C PE ` A /� �/'� OF AWOvOBeV\V, Iw /' r MontiefloMonticello, Minnesota CONSTRUCTION PLAN 60 KH rA .` ANcYww By MKV DATE 3/16/2023 LICENSE I64 SAP 222-591-002 SHEETS RETAINING WALL #6 > INSTALL RETAINING WALL CONC. PVMT L CONC. PAVEMENT -� O — — — — — — — — — — — — — — — — — — — o A+° 6' CONCRETE WALK + OCO O N C\j N 12'R r w N 21 2 23 24 N W"\ xw w Nz z LJ-IOE 4TH ST J Nx x BEGIN SAP 222-591-002 4TH STREET STA 20+60.00 -- - --- - --- - --- - --- - --- -- - --- i SCALE IN FEET 0 25 50 w w w w •oe � N N w a Z ~ O > N z SCALE IN FEET z I BIT. PAVEMENT BIT. PAVEMENT L 0 25 50 -- -- LEGEND o — — — — — — — — — — — — — — — — — — — — — — — — -� / 1Q SIDEWALK PEDESTRIAN CURB RAMP R1 6' CONCRETE WALK NNI �f�IL SJEE STD PLANS & INTERSECTION DETAILS N 1 1J 14 ' 16' R 16' R DECIDOUS TREE 2' CAL B&B N 25 26 27 28 V FULL DEPTH BITUMINOUS PATCHING w — — — CONSTRUCTION LIMITS z J rE 4TH $T — - - - — EXISTING RIGHT-OF-WAY x - - TEMPORARY EASEMENT U r END SAP 222-591-002 NOTES: 1. ALL DIMENSIONS ARE TO FACE OF CURB 47H STREET STA 28+67.00 OR EDGE OF BITUMINOUS UNLESS OTHERWISE NOTED. 2. ALL CURB AND GUTTER TO BE CONCRETE CURB AND GUTTER DESIGN B618 UNLESS OTHERWISE NOTED. 3. SEE MISCELLANEOUS DETAILS FOR DRIVEWAY AND ENTRANCE DESIGN DETAILS NO. DATE BY CHIC REVISIONS WSW, Ow I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION. DR REPORT WAS PREPAYIEO BY OR UNDER Z'l MONTICELLO, MINNESOTASHEET MKV MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER I T Y OPH.n Bp THE LA'S OF THE STATE Of MINNESOTA. Elm Street Improvements: SRTS 30 Check*MKV PRINT N M L MARCUSVANDERBR C PE ` A /� �/'� OF AWOvOBeV\V, Iw /' r MontiefloMonticello, Minnesota CONSTRUCTION PLAN 60 KH rA .` ANcYww By MKV DATE 3/16/2023 LICENSE I64 SAP 222-591-002 SHEETS SCALE IN FEET SCALE IN FEET CE ELM STREET 0 10 20 1 ELM STREET 0 10 20 1Q0 191 194 195 1 1 I NO. DATE I BY I CHK I REVISIONS (i 6TH ST i ELM STREET 196 _ SCALE IN FEET g 11' 0 10 20 LA. 2 m 301 303 302 304 I 201 6 0"� P p \0„ 203 202 6" GUTTERLINE POINTS POINT NO. X Y ELEV 101 519636.20 219457.41 935.35 102 519631.52 219469.52 935.56 103 519640.50 219469.72 935.73 LEGEND PUSH BUTTON STATION RRFB PEDESTAL EXISTING SIGNAL POLE XXX CONTROL POINTS AT GUTTER FLOW LINE ® TRUNCATED DOMES (SEE STANDARD PLATE 7038) ® CATCH BASIN X" CURB HEIGHT ® LANDING AREA - 4' X 4' MIN. DIMENSIONS AND MAX 2.0% SLOPE IN ALL DIRECTIONS. INDICATES PEDESTRAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. INDICATES PEDESTRIAN RAMP - SLOPE SHALL +Y BE GREATER THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. DRAINAGE FLOW ARROW 10 MAX. 2.0% SLOPE IN ALL DIRECTIONS I EREBY CERTIFY IHAT THIS PLAN. SPECIFICATION. OR REPORT WAS M.PREPAREOI.IH IN OR ENDER M O N T I C E L L O, MINNESOTA SHEET MKV MY GIRECi SHPENV IS ION AIL THAT I SP < DULY LICENSED PROFESSIONAL ENGINEER UNDER 'pr`\ THE LAWS OF THE STATE Of MINNESOTA. `'I I Y"F Elm Street Improvements: SRTS 31 MKV PRINT N M MARCUS VANDERBR C PE ` /L /� I/'� OF KH GGI V\V, jb l./ MontiefloMonticello, Minnesota PEDESTRIAN RAMP DETAILS 60 MKV DATE 3/16/2023LICENSE I64 SAP 222-591-002 SHEETS GUTTERLINE POINTS POINT POINT NO. X Y ELEV 201 519786.57 219788.52 937.35 202 519794.75 219791.02 937.25 203 519789.29 219779.04 937.58 204 519811.15 219826.45 937.08 205 1 519808.35 1 219834.53 1 937.14 206 1 519817.61 1 219837.91 1 937.42 LEGEND PUSH BUTTON STATION RRFB PEDESTAL EXISTING SIGNAL POLE XXX CONTROL POINTS AT GUTTER FLOW LINE ® TRUNCATED DOMES (SEE STANDARD PLATE 7038) ® CATCH BASIN X" CURB HEIGHT ® LANDING AREA - 4' X 4' MIN. DIMENSIONS AND MAX 2.0% SLOPE IN ALL DIRECTIONS. INDICATES PEDESTRAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. INDICATES PEDESTRIAN RAMP - SLOPE SHALL +Y BE GREATER THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. DRAINAGE FLOW ARROW 10 MAX. 2.0% SLOPE IN ALL DIRECTIONS I EREBY CERTIFY IHAT THIS PLAN. SPECIFICATION. OR REPORT WAS M.PREPAREOI.IH IN OR ENDER M O N T I C E L L O, MINNESOTA SHEET MKV MY GIRECi SHPENV IS ION AIL THAT I SP < DULY LICENSED PROFESSIONAL ENGINEER UNDER 'pr`\ THE LAWS OF THE STATE Of MINNESOTA. `'I I Y"F Elm Street Improvements: SRTS 31 MKV PRINT N M MARCUS VANDERBR C PE ` /L /� I/'� OF KH GGI V\V, jb l./ MontiefloMonticello, Minnesota PEDESTRIAN RAMP DETAILS 60 MKV DATE 3/16/2023LICENSE I64 SAP 222-591-002 SHEETS GUTTERLINE POINTS POINT NO. X Y ELEV 301 519879.63 219956.90 MATCH RAILROAD CONCRETE CROSSING SURFACE 302 519884.53 219953.25 303 519884.04 219966.02 304 519888.93 219962.36 LEGEND PUSH BUTTON STATION RRFB PEDESTAL EXISTING SIGNAL POLE XXX CONTROL POINTS AT GUTTER FLOW LINE ® TRUNCATED DOMES (SEE STANDARD PLATE 7038) ® CATCH BASIN X" CURB HEIGHT ® LANDING AREA - 4' X 4' MIN. DIMENSIONS AND MAX 2.0% SLOPE IN ALL DIRECTIONS. INDICATES PEDESTRAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. INDICATES PEDESTRIAN RAMP - SLOPE SHALL +Y BE GREATER THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. DRAINAGE FLOW ARROW 10 MAX. 2.0% SLOPE IN ALL DIRECTIONS I EREBY CERTIFY IHAT THIS PLAN. SPECIFICATION. OR REPORT WAS M.PREPAREOI.IH IN OR ENDER M O N T I C E L L O, MINNESOTA SHEET MKV MY GIRECi SHPENV IS ION AIL THAT I SP < DULY LICENSED PROFESSIONAL ENGINEER UNDER 'pr`\ THE LAWS OF THE STATE Of MINNESOTA. `'I I Y"F Elm Street Improvements: SRTS 31 MKV PRINT N M MARCUS VANDERBR C PE ` /L /� I/'� OF KH GGI V\V, jb l./ MontiefloMonticello, Minnesota PEDESTRIAN RAMP DETAILS 60 MKV DATE 3/16/2023LICENSE I64 SAP 222-591-002 SHEETS I I Et 4TH ST SCALE IN FEET FF 0 10 20 405 6 ` 408 R --- - 406 ` 011 F Vt p.. 6 407 GUTTERLINE POINTS POINT NO. POINT NO. X Y ELEV 401 519925.02 220171.86 934.13 402 519927.62 220177.31 934.08 403 519927.51 220191.33 934.15 404 519921.79 220198.59 934.20 405 519911.81 220178.25 934.50 406 519933.49 220221.29 934.06 407 519949.25 220227.09 933.75 408 519938.93 220234.32 933.96 409 519965.91 220152.38 933.74 410 519978.19 220156.29 933.48 411 519973.77 220146.98 933.88 412 519996.34 220193.08 933.29 413 519991.36 20 2206.96 933.35 414 1 520001.70 220201.95 933.52 REVISIONS Ili ELM STREET (i 4TH ST LEGEND PUSH BUTTON STATION H@ RRFB PEDESTAL EXISTING SIGNAL POLE XXX CONTROL POINTS AT GUTTER FLOW LINE ® TRUNCATED DOMES (SEE STANDARD PLATE 7038) ® CATCH BASIN X.. CURB HEIGHT ® LANDING AREA - 4' X 4' MIN. DIMENSIONS AND MAX 2.0% SLOPE IN ALL DIRECTIONS. INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MNIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. -10- DRAINAGE FLOW ARROW Q1 MAX. 2.0% SLOPE IN ALL DIRECTIONS MKV MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSION& ENGINEER UNDER THE LAWS OF THE SLATE DF MINNESOTA. MKV WS IV PRINT NAME: ARLUS VANDERBR C PE KH GGI MKV DATE 3/16/2023 LICENSE 164 GUTTERLINE POINTS POINT NO. X Y ELEV 501 520092.56 220518.33 929.51 502 520103.19 220526.52 929.64 503 520108.13 220537.78 929.40 504 520107.89 220544.82 929.26 505 520102.08 220553.08 928.45 506 520094.83 220556.73 928.29 507 520089.75 220546.22 928.80 508 520111.89 220592.41 928.20 509 520128.30 220595.20 928.30 510 520124.46 220599.62 928.45 511 520122.41 220478.87 930.14 512 520122.23 220492.29 930.17 513 520137.21 220523.26 929.84 514 520141.60 220528.18 929.71 515 520151.93 220529.38 929.41 516 520157.45 220526.82 929.35 517 520152.21 220515.99 929.55 518 520175.00 220563.05 928.70 519 520169.93 220574.89 928.45 520 520179.29 220571.99 928.82 112 RRFB CONTROL POINTS DISTANCE TO DISTANCE TO FRONT OF BACK OF POINT NO. X Y LANDING [FT) LANDING IFT) RRFB1 520098.66 220541.42 2 10 RRFB2 520144.76 220518.97 2 8 M` i I r�"F Elm Street Improvements: SRTS ont lc�ll� Monticello, Minnesota i 3RD ST 6" ono 6i 113 SCALE IN FEET 0 10 20 I I I (LELM STREET MONTICELLO, MINNESOTA PEDESTRIAN RAMP DETAILS SAP 222-591-002 SHEET 32 OF 60 SHEETS W W u - (L ELM STREET 117 3 Ln 1- � �I I. - LA 1- N W Z > 80 6" I 804 0„ F 0" _6" 0 SCALE IN FEET 0 10 20 PRS -0--n 6' 'd � I I m 2i L SCALE IN FEET 0 10 20 I I I 1 SCALE IN FEET N 0 10 20 w I I IIII ' Ind I ---- 14 (i 6TH ST SIGNAL AND POINT NO. PUSH BUTTON CONTROL POINTS X Y LPL 4TH ST DISTANCE TO BACK OF LANDING (FT) SIG1 / PBl 520262.56 220899.49 8.2 REVISIONS WSW, Bw PB2 I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION. OR REPORT WAS PREPARED BY OR UNDER 220910.46 6 2 MKV MY DIRECT SUPERVISION AND THAT I AY A DULY LICENSED PROFESSIONAL ENGINEER UNDER 220992.13 4 8 PB4 THE LAWS OF THE STATE OF MINNESOTA. 220996.75 4 5.2 MKV PRINT NAME: VANDERBR C PE 220998.52 - pMOµ� BrN PB5 KH GGI 4 WS APP•owo ByT 520333.42 IV 7.2 1.6 MKV DATE 3/16/2023 LICENSE ;Za164 220878.33 - I I I 1 SCALE IN FEET N 0 10 20 w I I IIII ' Ind I ---- 14 (i 6TH ST SIGNAL AND POINT NO. PUSH BUTTON CONTROL POINTS X Y DISTANCE TO FRONT OF LANDING (FT) DISTANCE TO BACK OF LANDING (FT) SIG1 / PBl 520262.56 220899.49 8.2 2 PB2 520261.92 220910.46 6 2 PB3 520309.43 220992.13 4 8 PB4 520318.34 220996.75 4 5.2 SIG2 520315.09 220998.52 - - PB5 520323.06 220880.62 4 6.2 PB6 520333.42 220881.85 7.2 1.6 SIG3 520337.81 220878.33 - - PB7 520374.14 220960.70 1 5.5 SIG4 / PB8 520368.10 220970.02 2 9.2 GUTTERLINE POINTS POINT NO. X Y ELEV 601 520271.54 220899.38 924.72 602 520266.84 220915.47 924.45 603 520260.77 220898.71 924.82 604 520308.87 220987.47 923.20 605 520322.44 220994.53 923.02 606 520312.94 220999.69 923.20 607 520318.98 220883.13 924.52 608 520336.81 220889.01 924.48 609 520328.07 220877.13 924.68 610 520372.11 220956.49 923.60 611 520366.70 220959.11 923.52 612 520360.26 220965.79 923.40 613 520360.87 1 220973.19 1 923.28 614 520376.53 1 220965.65 1 923.80 GUTTERLINE POINTS POINT NO. X Y ELEV 701 519954.20 219303.45 932.36 702 519965.02 219304.87 932.40 703 519961.03 219312.57 932.57 704 520002.56 219287.16 931.67 705 520007.84 219277.58 931.45 706 520011.18 219288.05 931.84 GUTTERLINE POINTS POINT NO. X Y ELEV 801 520313.21 220040.47 929.70 802 520323.89 220042.91 929.72 803 520318.31 220049.55 929.89 804 520358.67 220025.74 929.25 805 520363.95 220016.16 929.05 806 520367.27 220026.61 1 929.42 LEGEND PUSH BUTTON STATION H@ RRFB PEDESTAL EXISTING SIGNAL POLE XXVX CONTROL POINTS AT GUTTER FLOW LINE ® TRUNCATED DOMES (SEE STANDARD PLATE 7038) ® CATCH BASIN X.. CURB HEIGHT ® LANDING AREA -4' X 4' MIN. DIMENSIONS AND MAX 2.0% SLOPE IN ALL DIRECTIONS. INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MNIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. n INDICATES PEDESTRIAN RAMP - SLOPE SHALL +Y BE GREATER THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. DRAINAGE FLOW ARROW O1 MAX. 2.0% SLOPE IN ALL DIRECTIONS 4� C111' OF rvlvly E Iv��E_v, rvlll�l��.�v I n Elm Street Improvements: SRTS �Io�tl��ll� Monticello, Minnesota PEDESTRIAN RAMP DETAILS SAP 222-591-002 SHEET 33 OF 60 SHEETS N Q H O t� W Z Z ELM STREET Ct 4TH ST SCALE IN FEET 0 10 20 GUTTERLINE POINTS POINT NO. X Y ELEV 901 520690.80 219858.98 929.93 902 520701.63 219860.38 929.84 903 520697.64 219868.08 930.01 904 520738.50 219850.66 929.98 905 520739.04 219839.76 930.10 906 520750.51 219848.17 930.19 LEGEND PUSH BUTTON STATION H@ RRFB PEDESTAL EXISTING SIGNAL POLE XXX CONTROL POINTS AT GUTTER FLOW LINE ® TRUNCATED DOMES (SEE STANDARD PLATE 7038) ® CATCH BASIN X.. CURB HEIGHT ® LANDING AREA - 4' X 4' MIN. DIMENSIONS AND MAX 2.0% SLOPE IN ALL DIRECTIONS. TINDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MNIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. n INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. � DRAINAGE FLOW ARROW Q1 MAX. 2.0% SLOPE IN ALL DIRECTIONS NO. I DATE I BY CHK I REVISIONS I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION. DR REPORT PAS PREPARED BY OR LNDER SHEET MKV NY DIRECT SUPERVISION AND THAT I AY A DULY LICENSED PROFESSIONAL ENGINEER UNDER T A CITY O F M O N T I C E L L O, M I N N E S O MKV PH.-Bw THE LAWS OF THE STATE OF MINNESOTA. Elm Street Improvements: SRTS 34 PRINT N M L MARCUS VANDERBR G PE ` /L /� I/'� OF E B>Y V\V, jb l•/ MontiefloMonticello, Minnesota PEDESTRIAN RAMP DETAILS 60 KH GGI APP�owo en MKV DATE 3/16/2023 LICENSE I64 SAP 222-591-002 SHEETS � ELM STREET SCALE IN FEET 0 10 20 q ELM STREET SCALE IN FEET 0 10 20 i RETAINING WALL (i RETAINING WALL r� START RETAINING END RETAINING WALL STA 40+70.00 START RETAINING WALL STA 50+0000 WALL STA 40+00.00 . END RETAINING WALL STA 40+60.00 RETAINING WALL I 1 NOTES: 1. ALL STATIONS AND OFFSETS ARE TO THE FRONT FACE ( OF THE WALL AT THE PROPOSED GROUND LINES. ( (UNLESS OTHERWISE NOTED) 2. EXACT ELEVATIONS OF STONE RETAINING WALL ARE APPROXIMATE. WALL SHALL MATCH TIE IN GRADE IN FIELD. 3. STRUCTURAL EXCAVATION, LEVELING PAD, DRAINAGE SYSTEM, GRANULAR BACKFILL GEOGRID AND ANY OTHER ITEM NOT SPECIFICALLY MENTIONED IS CONSIDERED INCIDENTAL. 4. STONE RETAINING WALL AREA IS CALCULATED AS THE TOTAL RETAINING WALL 2 BLOCK PLACED, INCLUDING LTBLOCKRPLACED BEYONDWHAT INDICATED SHOWN IN THE PLANS SHALL BE APPROVED BY THE ENGINEER. ....................................................................................................................................................... .... .... .... ......... .... .... A .... .... .... ... ... . . . . . . . . . . . . . TOP_ OF RETAINING WALL ... ... .... .... �......... .... .... .... .... .... .... .... .o. . . . TOP OF RETAINING WALL tD .... .... ` A /� �/'� V\V, Ib/' M . . . . _ o o . . Q . . . . . . SHEET 35 OF 60 SHEETS . _ .. ti... + EXISTING GROUND LINE ... .. ... ..... . . . .. . . . .. 0+ . . . .. . . .....0 o. C) . . o v v oo . EXISTING GROUND LINE + DATE 3/16/2023 LICENSE 164 0 938.26 —� 938.35 o 938 ...: ...: ... : : .... .... .... ... .... .... .... .... 938 .937.76 0 0[ .❑ �� . 937.85 ... �(.PTO . . . . L� - T0 :.: : :.:Q. 00 0�07�-0-�0000. :....:....:.... ..:::.:...:...:... ::: o a a o oa ooao a�aooQo ...... ..::... 937 :. .. ............. Q CDS� 937 .. .. ............. . ....... . 936.85 ., ...�. 936.62 0 oUU 936 PROPOSED GRADE AT FACE OF WALL ' : 1 V.. . . . . . . 936.35 ui . . . . . . . . ❑ . . . . . . . 936 BOTTOM OF RETAINING WALL. .,, . �. . �. ,. �. :. B a s,,,,, + ., ...935.85 O ... 0 i ... ... ... ui o .. ... .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PROPOSED GRADE AT FACE OF WALL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .,,., .. . . . . . . . . . .: .a ........ . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .BOTTOM OF RETAINING WALL . . . . . . . . . . . . . . . . ..... . . . . . . . . . . . . . . . . . . . . RETAINING WALL =1: 110 SF. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . RETAINING WALL •2: 115 SF . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (STONE RETAINING WALL) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (STONE RETAINING WALL) . . . . . . . . . . . . . . . . . . . . . . . . . . . 40+00 40+50 50+00 50+50 NO. CATE BY CHK REVISIONS DwslgN Bw MKV 0GB,M MKV I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION. DR REPORT PAS PREPARED BY OR LNDER MY DIRECT SUPERVISION AND THAT I AY A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OFTHE STATE OFMINNESOTA. N M L MARCUS VANDERBR C PE GGf ` A /� �/'� V\V, Ib/' CITY F Elm Street Improvements: SRTS ,// �E/�rEEEIII MontiefloMonticello, Minnesota M O N T I C E L L O, MINNESOTA SHEET 35 OF 60 SHEETS RETAINING WALL PLAN & PROFILES SAP 222-591-002 Check*dPRINT AWOvW 8y, KH APvrowo en MKV DATE 3/16/2023 LICENSE 164 6 i ELM STREET C n -A TA.,TAln d,A, A RETAINING WALL 3 — �- SCALE IN FEET TSRSWNiiiiia 0 10 20 RETAIINING WALLI RETAINING WALL 11I END RETAINING I START RETAININGWALL STA 70+42.00- - - - - - - \ WALL STA 70+00.00 STA 70+30.00-J I 0 STA 70+32.00 (L 6TH STREET START RETAINING WALL STA 80+00.00 a END RETAINING WALL STA 80+65.00 a NO. I DATE I BY CHK I REVISIONS MKV I xFREBY CERTIFY THAT THIS PLAN. SPECIFICATION. OR REPORT WAS PREPARED BY OR UNDER NY DIRECT SUPERVISION AND THAT I W A DULY LICENSED PROFESSIONAL ENGINEER UNDER N SHEET -owB>n MKV THE LAWS OF THE STATE OF MINNESOTA. PRINT N M .. MARCUS VANDERBR C PE } Q 3 O CITY T r o • Elm Street Improvements: SRT S Mntie A'41mwo 36 OF a EDRquO BTAKH GGf�MKV 0 oMonticello, Minnesota RETAINING WALL PLAN & PROFILES 60 m 222-591-002 SHEETS DATE 3/16/2023 LICENSE I64SAP NOTES: a 1. ALL STATIONS AND OFFSETS ARE TO THE FRONT FACE OF THE WALL AT THE PROPOSED GROUND LINES. (UNLESS OTHERWISE NOTED) © 2. EXACT ELEVATIONS OF STONE RETAINING WALL ARE APPROXIMATE. WALL SHALL MATCH TIE IN GRADE IN FIELD. 3. STRUCTURAL EXCAVATION, LEVELING PAD, DRAINAGE SYSTEM, SPECIFICALLLAR YKMENTFIONEDGISDCONSIDEREDTINCIDENTANOT SCALE IN FEET . 4. STONE RETAINING WALL AREA IS CALCULATED AS THE TOTAL 0 10 20 BLOCK PLACED,INDICATED ADDITDIONALTBLOCKRPLACEDPBEYONDSWHAT RETAINING WALLS 4 & 5 IS SHOWN IN THE PLANS SHALL BE APPROVED BY THE ENGINEER. NO. I DATE I BY CHK I REVISIONS MKV I xFREBY CERTIFY THAT THIS PLAN. SPECIFICATION. OR REPORT WAS PREPARED BY OR UNDER NY DIRECT SUPERVISION AND THAT I W A DULY LICENSED PROFESSIONAL ENGINEER UNDER M O N T I C E L L O, MINNESOTA SHEET -owB>n MKV THE LAWS OF THE STATE OF MINNESOTA. PRINT N M .. MARCUS VANDERBR C PE ` A /� �/'� CITY T r o • Elm Street Improvements: SRT S Mntie A'41mwo 36 OF EDRquO BTAKH GGf�MKV V \V, Imo/' oMonticello, Minnesota RETAINING WALL PLAN & PROFILES 60 222-591-002 SHEETS DATE 3/16/2023 LICENSE I64SAP N J W i RETETA AINING WALL - 1 - -WALLEND A90+63.00 -START RETAINING - - - - - - - - - - - WALL STA 70+00.00 CL 6TH STREET } SCALE IN FEET 0 10 20 NOTES: I. ALL STATIONS AND OFFSETS ARE TO THE FRONT FACE OF THE WALL AT THE PROPOSED GROUND LINES. (UNLESS OTHERWISE NOTED) 2. EXACT ELEVATIONS OF STONE RETAINING WALL ARE APPROXIMATE. WALL SHALL MATCH TIE IN GRADE IN FIELD. 3. STRUCTURAL EXCAVATION, LEVELING PAD, DRAINAGE SYSTEM, GRANULAR BACKFILL GEOGRID AND ANY OTHER ITEM NOT SPECIFICALLY MENTIONED IS CONSIDERED INCIDENTAL. 4. STONE RETAINING WALL AREA IS CALCULATED AS THE TOTAL RETAINING WALL 6 - - - - - _ _ _ IN THE PLACED, INCLUDING THE BURIED DEPTH - AS INDICATED IN THE PLANS. ADDITIONAL BLOCK PLACED BEYOND WHAT IS SHOWN IN THE PLANS SHALL BE APPROVED BY THE ENGINEER. o TOP OF RETAINING WALL LMr 934 0 - EXISTING GROUND LINE c" : o 934 C1 M . :. . . . . ....... 933.60 0 .... .... .... .... .... .... .... .... .... .... .. . oGD 933 Q Q . Q ooacoQaoo�� 93s. io . 933 .:.....:.....:.....:.....:...........:.....:.....:.....:.....:.. .......................................; ....................:...... ........ ::::932.60 O LOD �o° DATE 3/16/2023 LICENSE 164 .... .... .... ... .... .... .... .932.10 932 € .... .... .... .... .... .... .... .... .... .... .... 932 �, . 931.60 o. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . s PROPOSED GRADE AT FACE OF WALL D . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . ... .., . . ..... . . .. . . . . ....... BOTTOM OF RETAINING WALL. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . RETAINING WALL •6: 82 SF. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (STONE RETAINING WALL) 9A+AA 9A+5A NO. I DATE I BY CHK I REVISIONS 105'4'°" MKV PI„ TIN I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION. OR REPORT WAS PREPARED BY OR UNDER MY DIRECT SUPERVISION AND THAT I AN A DULY LICENSED PROFESSION& ENGINEER UNDER THE LA'S OF THE STATE Of MINNESOTA. PRINT N M L MARCUS VANDERBR C PE GGf ` A /� �/'� V\V, Imo/'IIIoptl�e CITY o f • E I m Street Improvements: SRTS Monticello, Minnesota M O N T I C E L L O, MINNESOTA SHEET 37 OF 60 SHEETS RETAINING WALL PLAN &PROFILE SAP 222-591-002 Ch.cMKV KH KH APP�o.so ByT MKV DATE 3/16/2023 LICENSE 164 SCALE IN FEET 0 10 20 i • SCALE IN FEET - - 0 10 20 198(L ELM s(LELM ST CONNECT TO EXISTING 'T'�L 6" WATERMAIN DUCTILE IRON CL 52 10 LIN FT I RELOCATED HYDRANT—,,""" 23+75� 30' LT CONNECT TO EXISTING WATERMAIN--/ RELOCATED HYDRANT - - - STA 108+26 36.5' RT I I A VI w z 6" WATERMAIN DUCTILE IRON CL 52� L 2 LIN FT OM A 11 q4TH ST A (i 4TH ST i • SCALE IN FEET 0 10 20 M IBM s I 8"X6" WET TAP EXISTING 8" WATERMAIN-\\ -I I I 6" WATERMAIN DUCTILE IRON CL 52 18 LIN FT EXISTING 12" WATERMAIN—,,"., J 6" GATE VALVE & BOX N STA 117+58 24.5' RT Q 3 O - tre, Q HYDRANT O m STA 117+58 27' RT (5' BEHIND BACK OF CURB) 3 �. 6" PIPE PLUG Ln — OHF Q U — f - N Q O V) w z z ---� M 6" WATERMAIN DUCTILE IRON CL 52 —2 LIN FT RELOCATED HYDRANT STA 27+90 30' LT CONNECT TO EXISTING WATERMAIN i 4TH ST LEGEND HYDRANT M GATE VALVE I— WATERMAIN PIPE �X- T 0 10 20 NO. I DATE I BY CHK I REVISIONSPION 6y�n I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION. DR REPORT WAS PREPARED BY OR LNDER SHEET MKV NY DIRECT SUPERVISION AND THAT I AY A DULY LICENSED PROFESSIONAL ENGINEER UNDER M O N T I C E L L O, MINNESOTA THE LAWS OF THE STATE a MINNESOTA. CI I Y"F Elm Street Improvements: SRTS 38 MKV PRINT N M L MARCUS VANDERBR C PE ` /L /� I/'� MontiefloMonticello, OF EIvcMO BYA V\V, j�J) Minnesota WATERMAIN PLAN 60 KH APP�owo en MKV DATE 3/16/2023 LICENSE I64 SAP 222-591-002 SHEETS 5001 4001 112 4000 I 4003 I ELM ST L > > 113 � � -. 4002 5000 / xC AMERICAN4004 w 4006 I LEGION ' w o � r M —► `I/ I �I El J 4005 —> >� 116 WWWWWW1111". \ 1jT SCALE IN FEET 0 25 50 W END SAP 222-591-002 TREET STA 117+59.00 Q � I— w c w --- ---� EI'1tn N 2 Q I a -3C UO I DO o� { LEGEND ■ CATCH BASIN ® MANHOLE xxxx STRUCTURE SURFACE FLOW DIRECTION - > - STORM SEWER PIPE INPLACE STORM SEWER GENERAL NOTES 1. ALL DIMENSIONS ARE TO EDGE OF BITUMINOUS UNLESS OTHERWISE NOTED. 2. SEE ROADWAY PROFILE FOR ALL HIGH AND LOW POINTS. NO. DATE BY CHK REVISIONS ow I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION. OR REPORT NAS PREPARED BY OR UNDER M O N T I C E L L O, MINNESOTA SHEET GFT MY DIRECT SUPERVISIOR AND THAT I AM A OULY LICENSED PROFESSIONAL ENGINEER UNDER P- BIN THE LAWS OF THE STATE OF MINNESOTA. `'I I Y"F Elm Street Improvements: SRTS 39 GFT PRINT NAMES EARTH A. VANS PE /I /^ Montieflo DRAINAGE PLAN OF CWk.d ByA V \`// J LP Monticello, Minnesota 60 AppFAHMO en MKV DATE 3/16/2023a VICENSE N 44235 SAP 222-591-002 SHEETS RAINAGE TABULATION H ITEM UNIT TOTALS 12'RC PIPE SEWER DESIGN 3006 CLASS V LIN FT 19 15'RC PIPE SEWER DESIGN 3006 CLASS V LIN FT 41 CONNECT INTO EXISTING DRAINAGE STRUCTURE EACH 2 STRUCTURE N0. STRUCTURE LOATION GRATE COORDINATES NUMBER . . . . . . . . . . _ . . . . _ . . . _ _ _ _ CONNECT INTO 805 4 0 - .:........< ........... ...... ... 000 12' 15' FINE 945 ...... B _ 9 . . . . i . . . T.C. 929.55. i . . . . . . . . . . . . . . . . . _ 816 . . . . . . . - _ _ . . . . 4154 CATCH BASIN 2 EXISTING TOP OF OUTLET INLET RCP RCP AGGREGATE FLOWS FLOWS ALIGN. STATION OFFSET X Y SD -48 ASSEMBLY DRAINAGE CASTING ELEV. ELEV. ANHOLE - (CV) REMARKS FROM TO . . . . . . . F.L. 925.21 (FROM 4000). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LIN FT TYPE EACH ELEV LIN FTLIN FT CU y 5000 4000 ELM_ST 112+01.60 21.3 RT 520120.80 220477,16 3.6 B 9 1 930.05 926.40 926.20 41 4 50014001 ELM -ST 112+24.00 21.3 T 520092.21 220515.87 3.2 B 9 1 929.43 926.16 926.07 19 - 1 4001 4003 ELM -ST 112+43.32 22.2 LT 520099.81 220533.66 _ _ _ _ A 7D 928.97 930 . . F.L.924,37 iA 930 TOTAL 6.8 2 19 41 1 5 GENERAL NOTES: - STATIONS. OFFSETS, AND ELEVATIONS ARE GIVEN TO CENTER OF FRAME FOR ALL STORM STRUCTURES NOTES: (TOP OF CASTING ELEVATIONS). (A) REMOVE AND REPLACE CASTING PAY HEIGHTS ARE FROM BOTTOM OF CASTING TO INVERT, PLUS 0.7'. RC PIPE IS DES 3006 GASKET JOINT PIPE. STEPS REOUIRED WHEN DEPTH FROM TOP OF CASTING TO STRUCTURE INVERT IS GREATER THAN 4.51. FLOWLINE (F.L.), OUTLET, AND INLET ELEVATIONS ARE AT CENTER OF STRUCTURE. DRAINAGE STRUCTURE SUMMARY G ITEM UNIT TOTALS CONST DRAINAGE STRUCTURE DESIGN SD -48 LIN FT 6.8 CASTING ASSEMBLY EACH 1 STORM SEWER SUMMARY ASSEMBLY SUMMARY H ITEM UNIT TOTALS 12'RC PIPE SEWER DESIGN 3006 CLASS V LIN FT 19 15'RC PIPE SEWER DESIGN 3006 CLASS V LIN FT 41 CONNECT INTO EXISTING DRAINAGE STRUCTURE EACH 2 FINE AGGREGATE BEDDING (CV) CU YD 5 CASTING ASSEMBLY SUMMARY _ _ _ _ RING OR COVER CURB STANDARD PLATE ... 5000....................:........................:........................:....:........................................ . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TOTALS ASSEMBLY FRAME OR BOX . . 05 T.C. 930 .. USE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ GRATE . . . .F.L. 926.40, _ . . . . . . . . . . . . . . . . . . . . NUMBER . . . . . . . . . . _ . . . . _ . . . _ _ _ _ _ . . . . . . . . . . . . . . . . . . . . _ . . . . 805 4 0 - .:........< ........... ...... ... 000 4132 945 ...... B _ 9 . . . . i . . . T.C. 929.55. i . . . . . . . . . . . . . . . . . _ 816 . . . . . . . - _ _ . . . . 4154 CATCH BASIN 2 F.L. 926.20 (FROM 50001 - 700-7 - - - - - - 4101 _ . F.L. 926.20 A 7D 715 4110 q002 �_ �. I 940 _ .. � .�..,.,. 'T. C. 929.36... . ..,,.,.,.,. .��..... .,... .. ANHOLE - TOTAL 3 ....................................................................................................................................................... ....................................................................................................................................................... ....................................................................................................................................................... 950 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 950 SHEET 40 OF 60 SHEETS ... 5000....................:........................:........................:....:........................................ . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0,.Ck.d B7N LP APPTorw er, MKV - . . 05 T.C. 930 .. . . . . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . . . .F.L. 926.40, _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . _ . . . _ _ _ _ _ . . . . . . . . . . . . . . . . . . . . _ . . . . 945 4 0 - .:........< ........... ...... ... 000 945 ...... . . . . i . . . T.C. 929.55. i . . . . . . . . . . . . . . . . . _ _ . . . . - . . . - _ . . . . . . . - _ _ . . . . F.L. 926.20 (FROM 50001 - - - - - - - - - - - - _ . F.L. 926.20 . . . . . . . . . . . . . . . . . . 940 q002 �_ �. 940 _ .. � .�..,.,. 'T. C. 929.36... . ..,,.,.,.,. .��..... .,... .. - - - - . . . . . . . F.L. 925.21 (FROM 4000). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . F.L. 925.21 (FROM 4004) 4006) . . . . . _ _ _ _ _ 5001. _ _ _ _ _ _ _ _ . . . . . . . . . . . . . F.L. 925.21 F.L. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 935. . . . T.C. 929.43: . . . . . . . 935 .4003,.,,.` ..���.. .e .... ... ......a . . .... ....... . ..... ....... F.L. 926.16; . .�.. . ...... . . ......... . ....... ...... . . ..... . . . . _ . . . . _ ' T.C. 929.02 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4001. : - : : _ _ - - _ . . F.L. 924.37 (FROM 4001) . - - - - - - - - T.C. 928.97. . . - . . - . . - . . - . . - . . - . . - . . - . . - . . - . . - . . - _ . . . . F.L. 924.57 (FROM 4002) . . . _ _ _ _ F.L. 926.07 (FROM 5001 930 . . F.L.924,37 F.L. 926.07. 930 t.C.092 .69 . .T . F.L. 919.80: uuu _ 925 .,. ., �r - IY Rcr ... .. ...0 ... ............ .. . . . . . . . . . . . . . .` ....... ...,. ., �..... .�. _ � . . . . . . . . . . .-� .��� - - IInRn\\�� . . .�. ..., ...., ., - - . . . - 925 . ..... 0.49Y . `CONNECT 10 Ex1T1ING;, 19' • 1Y RCP 0 INACE 51R WE _ CONNECr 10 E%ISIINOJ .DRAINAGE STRUCTURE. Ez. 33'- 15•RCP - " . . . . - - . . - 0 0.50Y. . . . . . . . . . . . - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - AT 2.elx . _ - . . . . . . . . EX. 27' - 15' RCP . . . . . . . . . . . . . . . . . - . . - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 920 :......... a2.5ex . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . _ . . . . _ . . . . _ . . . . _ . . . . _ . . . . _ . . . . _ . . . . _ . . . . _ . . . . _ . . . . _ . . . . _ . . . . _ . . . . 920 ....a... ............s.............. .,........ .:..... ........ .....s.................... .. ... RCP ... .. ...... .. ....... ....... .... ......... .......... .......... ....... ........ ...... .... ........... ... .. ...... ........ ..... . .... ...... ..... 915 . . . 915 STRUCTURES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ON THIS 4000 4001 4002 4003 . SHEET: 4005 5000 5001 910 _ _ _ _ _ 910 NO. I DATE I BY CHK I REVISIONS ,min Ym GFT PO.EIN GFT I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION. OR REPORT WAS PREPARED BY OR UNDER MY DIRECT SUPERVISION AND THAT I AN A DULY LICENSED PROFESSION& ENGINEER UNDER THE LA'S OF THE STATE Of MINNESOTA. PRINT N M E MARCUS VANDERBR C PE ` A /� �/'�AMontii�6�effoMonticello, V\V, Imo/'DRAINAGE ( Elm Street Improvements: SRTS Minnesota M O N T I C E L L O, MINNESOTA SHEET 40 OF 60 SHEETS PROFILE AND TABULATIONS SAP 222-591-002 0,.Ck.d B7N LP APPTorw er, MKV DATE 3/16/2023 LICENSE 164 STORMWATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE PROJECT NAME: ELM STREET IMPROVEMENTS: SRTS PROJECT NUMBER: WSB 021243-000 S.A.? 222-591-002 PROJECT LOCATION: STREET: ELM STREET FROM WEST BROADWAY TO WEST 6T STREET INCLUDING SOUTH OF 6TH AND 4TH STREET TO THREATENED/ENDANGERED SPECIES: FEDERAL LISTING HAS THE NORTHERN LONG EARED BAT AND THE MONARCH BUTTERFLY LISTED AND MINNESOTA STREET. CITY: MONTICELLO COUNTY: WRIGHT SPECIES OF CONCERN. BASED ON CONSTRUCTION ACTIVITIES AND HABITAT MAPPING, IT IS DETERMINED THAT THE PROJECT WILL HAVE STATE: MINNESOTA ZIP: 55362 LATITUDE/LONGITUDE:45.307105/-93.80573 NO EFFECT ON THREATENDED OR ENDANGERED SPECIES OR THEIR HABITATS. HOWEVER, IF THREATENED OR ENDANGERED SPECIES ARE FOUND, CONTRACTOR TO STOP WORK IMMEDIATELY FOR FURTHER INVESTIGATION. THE PLANNED SCOPE OF THE PROJECT INCLUDES: THIS PROSECT INCLUDES CONCRETE WALK, BITUMINOUS PATCHING, COLORED CONCRETE, AND ADA IMPROVEMENTS. WORK WILL BE COMPLETED AS SHOWN IN THE FINAL PLANS AND SPECS. TENTATIVE CONSTRUCTION SCHEDULE (OPERATOR SHOULD PROVIDE ESTIMATED CONSTRUCTION SCHEDULE TO THE ENGINEER) CONSTRUCTION ACTIVITIES: ESTIMATED DATES OF SOIL DISTURBANCE ACTIVITIES: EROSION CONTROL JUNE 2023 GRADING JUNE 2023 BIUMINOUS, CONCRETE, LIGHTING, AND ADA IMPROVEMENTS JUNE -JULY 2023 FINAL STABILIZATION AUGUST 2023 PROJECT PERSONNEL AND TRAINING SWPPP DEVELOPER- WSB (TOM HOFFMAN) 701 XENIA AVE S, SUITE 300 GOLDEN VALLEY, MN 55416 Iw a NiNh -. 612-219-7578/THOFFMAN@WSBENG.COM � A CONTRACTOR TO PROVIDE CERTIFICATION OF EROSION CONTROL OFFICER AND ANY OTHER CREW MEMBERS WHO WILL WORK ON THE IMPLE4ENTATION OF THE SWPPP AND THE INSTALLATION, INSPECTION, AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS BEFORE, DURING, AND AFTER CONSTRUCTION UNTIL THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THE MPCA. PROVIDE PROOF OF CERTIFICATION AT THE PRECONSTRUCTION MEETING. WORK WILL NOT BE ALLOWED TO COMMENCE UNTIL PROOF OF CERTIFICATION HAS BEEN PROVIDED TO THE PROJECT ENGINEER. CHAIN OF RESPONSIBILITY CITY OF BRAINERD AND THE CONTRACTORS ARE CO -PERMITTEES FOR THE NPDES CONSTRUCTION GENERAL PERMIT. THE CONTRACTOR IS RESPONSIBLE TO COMPLY WITH ALL ASPECTS OF THE NPDES CONSTRUCTION PERMIT AT ALL TIMES UNTIL THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THE HIPCA. NAME 1COMPANY TITLE PHONE Matt Leonard I CITY OF MONTICELLO CITY ENGINEER 763-271-3271 AGENCY CONTACTS ORGANIZATION CONTACT NAME PHONE MPCA (EMERGENCY) 24 HOUR STATE DUTY OFFICER 1-800-422-0798 MPCA RAS HECK 651-757-2296 LOCATION OF SWPPP REQUIREMENTS THE REQUIRED SWPPP ELF -?BENTS MAY BE LOCATED IN MANY PLACES WITHIN THE PLAN SET AS WELL AS IN THE SPECIAL PROVISIONS, PROJECT MANUAL, OR ON FILE WITH THE PROJECT OWNER. DESCRIPTION LOCATION TEMPORARY/PERMANENT EROSION CONTROL MEASURES TURF ESTABLISHMENT & EROSION CONTROL PLAN CONSTRUCTION NOTES & STANDARD PLATES STANDARD PLATES BMP TABULATION TURF ESTABLISHMENT & EROSION CONTROL TABULATION RECEIVING WATERS A SPECIAL AND IMPAIRED WATERS SEARCH WAS COMPLETED USING THE MPCA SEARCH ENGINE ON 12/20/22_ BASED ON THIS REVIEW, THERE IS A SPECIAL/IMPAIRED WATERS (WITH CONSTRUCTION RELATED IMPAIRMENTS) LOCATED WITHIN ONE MILE OF, AND DOWNSTREAM OF, ANY PROJECT DISCHARGE POINTS. PART 23.9 OF THE NPDES PERMIT APPLIES. THE MISSISSIPPI RIVER, WHICH IS AN IMPAIRED WATERBODY AND TRIGGER'S PART 23.9 OF THE NPDES PERMIT AREAS OF ENVIRTAL SENSITIVITY (AES) AND INFESTED WATERS THE CONTRACTOR SHALL BE AWARE OF ALL AREAS OF ENVIRONMENTAL SENSITIVITY INCLUDING ANY ONSITE DITCHES AND WETALNDS. SINCE THE SITE IS ADJACENT TO THE MISISSIPII RIVER THE CONTRACTOR SHALL LIMIT EROSION AND SEDIMENTATION TO THE FULL EXTENT PRACTIABLE. SOIL TYPES A PROJECT WIDE GEOTECHNICAL REPORT HAS NOT BEEN COMPLETED FOR THIS PHASE OF THE PROJECT. CURRENTLY THE SITE IS EXISTING IMPERVIOUS WITH FILL AND SUBGRADE MATERIAL. TOPSOIL WILL BE STRIPPED FROM THE BOULEVARD AREAS AND STOCKPILED FOR REUSE. ADDITIONAL FILL MAY BE REQUIRED AS NEEDED TO PREPARE THE ROADBED AND MEET COMPACTION REQUIREn=S. ENVIRONMENTAL REVIEW NO FORMAL ENVIRONMENTAL REVIEW WAS REQUIRED FOR THIS PROJECT. WETLANDS: THERE ARE NO WETLANDS WITHIN OR ADJACENT TO THE PROJECT LOCATION. DRINKING WATER/WELLS: ACCORDING TO THE MDH, THE PROJECT IS NOT LOCATED WITHIN A DRINKING WATER SUPPLY MANAGEMENT AREA (DWSMA). HOWEVER, SPECIAL CARE MUST STILL BE TAKEN WHEN RESPONDING TO SPILLS ON SITE AND HANDLING HAZARDOUS MATERIALS, SUCH AS CONCRETE WASHOUT, FUELING OPERATIONS, ETC. SO THAT THE DRINKING SUPPLY DOES NOT BECOME CONTAMINATED. AT THE DISCRETION OF THE PROJECT ENGINEER, A WELLHEAD PROTECTION PLAN MAY BE DEVELOPED AND SUBMITTED AND/OR VERIFICATION OF WELL LOCATION PRIOR TO WORK BEGINNING. CONTAMINATED PROPERTIES: THE MPCA'S "WHAT'S IN MY NEIGHBORHOOD" DATABASE WAS REVIEWED ON 12/20/22. THE RESULTS OF THIS REVIEW SHOW THERE ARE NO KNOWN CONTAMINATED SITES WITHIN OR ADJACENT TO THE PROJECT AREA. THE DEPTH OF THE GRADING IS NOT PROPOSED TO UNEARTH ANY CONTAMINATED SOIL, CONTAMINATED WATER, AND/OR REGULATED WASTE. REFER TO MNDOT SPEC 1717.1.A. FOR POTENTIAL INDICATORS OF CONTAMINATED MATERIALS AND REGULATED WASTE. IF CONTAMINATED MATERIAL, CONTAMINATED WATER, AND/OR REGULATED MATERIALS ARE FOUND, CREWS ARE TO STOP WORK IMMEDIATELY FOR FURTHER INVESTIGATION/TESTING. FLOOD CONTINGENCY PLAN: PROJECT ACTIVITIES ARE NOT LOCATED WITHIN THE 100 -YEAR FLOODPLAIN OR FLOODWAY; HOWEVER, THE PROJECT ENGINEER (AT THEIR DISCRETION) MAY REQUIRE A PREVENTATIVE FLOOD CONTINGENCY PLAN FOR SPECIFIC PROJECT ACTIVITIES AND AREAS IF SEASONAL PRECIPITATION POSSES A POTENTIAL RISK OF FLOODING WORK AREAS WITHIN THE PROJECT LIMITS. THIS PLAN SHALL BE SUBMITTED BY THE OPERATOR TO THE PROJECT ENGINEER FOR APPROVAL A MINIMUM OF 72 HOURS PRIOR TO THE SCHEDULED WORK AND/OR DURING ACTIVE WORK WITHIN THE AREA OF POTENTIAL RISK OF FLOODING. NO WORK CAN COMMENCE IN THE AREA UNTIL WRITTEN APPROVAL HAS BEEN GRANTED BY THE PROJECT ENGINEER. MIMATED EROSION CONTROL QUANTITY EROSION & SEDIENT COMTROL BMP UNIT IQUANTITY BIO LOG LF 2860 PERMANENT STABILIZATION AC 0.35 LAND FEATURE CHANGES TOTAL AREA TO BE DISTURBED = 1.03 ACRES IMPERVIOUS AREA: PRE -CONSTRUCTION = 0.40 ACRES/POST-CONSTRUCTION = 0.74 ACRES NET DECREASE OF IMPERVIOUS AREA = 0.24 ACRES LONG TERM MAINTENANCE AND OPERATION: THE NPDES PERMANENT STORMWATER TREATMENT SYSTEM (PART 15.1) IS NOT REQUIRED BECAUSE THERE IS LESS THAN ONE ACRE OF NEW IMPERVIOUS AREA CREATED BY THE PROJECT. STA'RILI2ATION TIME FRLMF.S AREA TIME FRAME NOTES EXPOSED AREAS IMMEDIATELY AND NO LATER THAN 7 DAYS OF BEING UNWORKED 1, 4, 5 LAST 200 LINEAL FE,- OF DRAINAGE DITCH/SWALE WITHIN 24 HOURS OF CONNECTION TO SURFACE WATER/PROPERTY EDGE 1, 2, 3 REMAINING PORTIONS OF DRAINAGE DITCH OR SWALE 7 DAYS 1, 3 PIPE AND CULVERT OUTLETS 24 HOURS Minnesota STORM WATER POLLUTION PREVENTION PLAN STOCKPILES 7 DAYS 1 - 1. 1N1'1'I Al'E STAHIEIGA'1'iou 1MLNIEDi A:rEEY WHEN CUNSTKIJCTIUN HAS 'TEM20HALt1LY VH PhFMP.NP;LVTLY Uk•ASP:1J UN ANY PUlt'1'luN UP'PHP: SITE. COMPLETE STABILIZATION WITHIN THE TIME FRAME LISTED. IN MANY INSTANCES "HIS WILL REQUIRE STABILIZATION TO OCCUR MORE THAN ONCE DURING THE COURSE OF THE PROJECT. TEMPORARY SOIL STOCKPILES WITHOUT SIGNIFICANT CLAY OR SILT AND STOCKPILED AND CONSTRUCTED ROAD BASE ARE EXEMPT FROM THE STABILIZATION REQUIREMENT. 2. STABILIZE WETTED PERIMETER OF DITCH (I.E. WHERE THE DITCH GETS WET). 3. APPLICATION OF MULCH, HYDROMULCH, TACKIFIER AND POLYACRYLAMIDE ARE NOT ACCEPTABLE STABILIZATION METHODS IN THESE AREAS. 4. STABILIZE ALL AREAS OF THE SITE PRIOR TO THE ONSET OF WINTER. ANY WORK STILL BEING PERFORMED WILL BE MULCHED OR BLANKETED WITHIN THE TIME FRAMES IN THE NPDES PERMIT. 5. KEEP DITCHES AND EXPOSED SOILS IN AN EVEN ROUGH GRADED CONDITION IN ORDER TO BE ABLE TO APPLY EROSION CONTROL MULCHES, HYDROMULCHES, AND BLANKETS. SITE INSPECTION AND MAINTENANCE THE EROSION CONTROL OFFICER IS TO INSPECT THE ENTIRE CONSTRUCTION SITE AT LEAST ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 1.0 INCHES IN 24 HOURS. THE OPERATOR SHALL PROVIDE A RAINFALL GAUGE ON-SITE AT VARIOUS MILE INTERVALS ALONG THE ALIGNMENT. INSPECT ALL TEMPORARY AND PERMANENT PROJECT BMPS UNTIL THE SITE HAS UNDERGONE FINAL STABILIZATION AND THE NOT HAS BEEN SUBMITTED. INSPECT SURFACE WATER INCLUDING DRAINAGE DITCHES FOR SIGNS OF EROSION AND SEDIMENT DEPOSITION. INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS FOR EVIDENCE OF TRACKING ONTO PAVED SURFACES. INSPECT SURROUNDING PROPERTIES FOR EVIDENCE OF OFF-SITE SEDIMENT ACCUMULATION. ALL INSPECTIONS AND MAINTENANCE CONDUCTED MUST BE RECORDED IN WRITING BY THE OPERATOR AND RETAINED WITH THE SWPPP. SUBMIT INSPECTION REPORTS IN A FORMAT THAT IS ACCEPTABLE TO THE PROJECT ENGINEER. RECORDS OF EACH INSPECTION AND MAINTENANCE ACTIVITY SHALL INCLUDE: A. DATE, TIME, AND NAME OF PERSON(S) CONDUCTING INSPECTIONS; B. FINDINGS OF INSPECTIONS, INCLUDING RECOMMENDATIONS FOR CORRECTIVE ACTIONS; C. CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES); INCLUDING DOCUMENTATION/ PHOTOS OF IMPLEMENTED BMPS INTENDED TO CORRECT A PROBLEM BUT FA -LED. D. DATE AND AMOUNT OF ALL RAINFALL EVENTS GREATER THAN 0.5 INCHES IN 24 HOURS; NO. I DATE I BY CHK I REVISIONS MKV I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION. OR REPORT WAS PREPARED BY OR UNDER MY DIRECT SUPERVISION AND THAT I IR ADULY LICENSED PROFESSIONAL ENGINEER UNDER M O N T I C E L L O, M I N N E S O T A SHEET PUB MKV THE LAWS OF THE STATE OF MINNESOTA. PRINT N M - MARCUS VANDERBR C PE c h, CiTY OF Elm Street Improvements: SRTS I MonticenoMonticello, 41 OF ChKked B„ KH X5- WJ Minnesota STORM WATER POLLUTION PREVENTION PLAN 60 AW.VW ITT. MKV N - SAP 222-591-002 SHEETS DATE 3/16/2023 LICENSE I6a E. DOCUMENTATION OF CHANGES MADE TO THE SWPPP. REPLACE, REPAIR OR SUPPLEMENT ALL NONFUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY FOLLOWING DISCOVERY UNLESS LISTED DIFFERENTLY BELOW: A. REPAIR, REPLACE, OR SUPPLEMENT PERIMETER CONTROL DEVICES WHEN THEY BECOME NONFUNCTIONAL OR SEDIMENT REACHES 1/2 THE HEIGHT OF THE DEVICE. COMPLETE REPAIRS BY THE END OF THE NEXT BUSINESS DAY FOLLOWING DISCOVERY. B. REPAIR OR REPLACE INLET PROTECTION DEVICES WHEN THEY BECOME NONFUNCTIONAL OR SEDIMENT REACHES 1/2 THE HEIGHT AND/OR DEPTH OF THE DEVICE. C. REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS. STABILIZE ANY AREAS THAT ARE DISTURBED BY SEDIMENT REMOVAL OPERATIONS. SEDIMENT REMOVAL AND STABILIZATION MUST BE COMPLETED WITHIN 7 DAYS OF DISCOVERY. D. REMOVE TRACKED SEDIMENT FROM PAVED SURFACES BOTH ON AND OFF SITE WITHIN ONE (1) CALENDAR DAY OF DISCOVERY. STREET SWEEPING MAY HAVE TO OCCUR MORE OFTEN TO MINIMIZE OFF SITE IMPACTS. LIGHTLY WET THE PAVEMENT PRIOR TO SWEEPING. E. MAINTAIN ALL BMPS UNTIL WORK HAS BEEN COMPLETED, SITE HAS GONE UNDER FINAL STABILIZATION, AND THE NOT HAS BEEN SUBMITTED TO THE MPCA. CONSTRUCTION ACTIVITY REQUIREMENTS: EROSION/SEIMENT CONTROL, PROCEDURES, & MAINTENANCE STANDARDS 1. AMEND THE SWPPP AND DOCUMENT ALL CHANGES TO THE SWPPP AND ASSOCIATED PLAN SHEETS IN A TIMELY MANNER. SWPPP AMENDMENTS AND SITE PLANS WILL BE PREPARED BY THE OPERATOR AND SUBMITTED TO THE OWNER FOR REVIEW AND WRITTEN APPROVAL BY THE PROJECT OWNER (OR DESIGNATED REPRESENTATIVE). STORE THE SWPPP AND ALL AMENDMENTS ON SITE AT ALL TIMES. 2. PREPARE AND SUBMIT A SITE MANAGEMENT PLAN FOR THE ENGINEER'S ACCEPTANCE FOR WORK IN AND NEAR AREAS OF ENVIRONMENTAL SENSITIVITY, AREAS IDENTIFIED IN THE PLANS AS "SITE MANAGEMENT PLAN AREA", ANY WORK THAT WILL REQUIRE DEWATERING, ANY ADDITIONAL PLANS LISTED IN THE PROSECT SPECIFICATIONS, AND AS REQUIRED BY THE ENGINEER. SUBMIT ALL SITE MANAGEMENT PLANS TO THE ENGINEER IN WRITING. ALLOW A MINIMUM OF 7 DAYS FOR PROJECT ENGINEER TO REVIEW AND ACCEPT SITE MANAGEMENT PLAN SUBMITTALS. WORK WILL NOT BE ALLOWED TO COMMENCE IF A SITE MANAGEMENT PLAN IS REQUIRED UNTIL ACCEPTANCE HAS BEEN GRANTED BY THE ENGINEER. THERE WILL BE NO EXTRA TIME ADDED TO THE CONTRACT DUE TO THE UNTIMELY SUBMITTAL. 3. THERE IS NO CONSTRUCTION PHASING OR STAGING DEFINED BY THE OWNER FOR THIS PROJECT. THE SCHEDULE FOR INSTALLING TEMPORARY BMPS SHALL BE INCORPORATED INTO THE OPERATOR'S WEEKLY SCHEDULE FOR EACH CONSTRUCTION STAGE AND PRESENTED TO THE OWNER'S REPRESENTATIVE. 4. BURNING OF ANY MATERIAL IS NOT ALLOWED WITHIN PROJECT BOUNDARY. 5. DO NOT DISTURB AREAS OUTSIDE OF THE CONSTRUCTION LIMITS. DELINEATE AREAS NOT TO BE DISTURBED AND WETLANDS (EVEN AREAS THAT ARE PERMITTED FOR CONSTRUCTION) PRIOR TO STARTING GROUND DISTURBING ACTIVITIES. IF IT BECOMES NECESSARY TO DISTURB AREAS OUTSIDE OF THE CONSTRUCTION LIMITS, OBTAIN WRITTEN PERMISSION FROM THE PROJECT ENGINEER PRIOR TO PROCEEDING. PRESERVE ALL NATURAL BUFFERS SHOWN ON THE PLANS. 6. ROUTE STORMWATER AROUND UNSTABILIZED AREAS OF THE SITE WHENEVER FEASIBLE. PROVIDE EROSION CONTROL AND VELOCITY DISSIPATION DEVICES AS NEEDED TO KEEP CHANNELS FROM ERODING AND TO PREVENT NUISANCE CONDITIONS AT THE OUTLET. 7. DIRECT DISCHARGE FROM BMPS TO VEGETATED AREAS WHENEVER FEASIBLE. PROVIDE VELOCITY DISSIPATION DEVICES AS NEEDED TO PREVENT EROSION. S. LOCATE PERIMETER CONTROL ON THE CONTOUR TO CAPTURE OVERLAND, LOW—VELOCITY SHEET FLOWS DOWN GRADIENT OF ALL EXPOSED SOILS AND PRIOR TO DISCHARGING TO SURFACE WATERS. PLACE S—HOOKS AT A MAXIMUM OF 100—FOOT INTERVALS. 9. ALL STOCKPILES MOST HAVE PERIMETER SEDIMENT CONTROLS IMPLEMENTED AND MAINTAINED AT ALL TIMES. PILES CANNOT BE PLACED IN BUFFER AREAS OR SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS AND DITCHES UNLESS THERE IS A BYPASS IN PLACE TO PREVENT STORMWATER RUN—ON INTO THE STOCKPILE. 10. STEEP SLOPES MAY BE TEMPORARILY CREATED DURING GRADING OPERATIONS. STABILIZATION OF STEEP SLOPES (3:1 OR GREATER) SHALL BE PROPERLY CAT—TRACKED AND STABILIZED PER THE EROSION CONTROL PLAN. LONG SLOPES CAN BE BROKEN UP WITH SEDIMENT CONTROL LOGS IF EROSION IS EVIDENT. 11. DITCH CHECKS WILL BE PLACED AS INDICATED ON THE PLANS DURING ALL PHASES OF CONSTRUCTION. 12. ALL STORM DRAIN INLETS, THAT RECEIVE PROJECT STORMWATER, MUST BE PROTECTED BY APPROPRIATE BMPS DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. INLET PROTECTION MAY BE REMOVED FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN (STREET FLOODING/FREEZING) HAS BEEN IDENTIFIED AND THE PERMITTEE(S) HAS RECEIVED WRITTEN CORRESPONDENCE FROM THE JURISDICTIONAL AUTHORITY VERIFYING THE NEED FOR REMOVAL. WRITTEN CORRESPONDENCE MUST BE DOCUMENTED IN THE SWPPP. 13. SILT FENCE IS NOT AN ACCEPTABLE CATCH BASIN INLET PROTECTION BMP. CONTACTOR SHALL CLEAN, REMOVE AND DISPOSE OF SEDIMENT, AND/OR REPLACE STORM DRAIN INLET PROTECTION ON A ROUTINE BASIS TO ENSURE THE DEVICE IS FULLY FUNCTIONAL PRIOR TO THE NEXT FORECASTED PRECIPITATION EVENT (3096 OR GREATER). 14. DISCHARGE TURBID OR SEDIMENT LADEN WATER TO TEMPORARY SEDIMENT BASINS WHENEVER FEASIBLE. IN THE EVENT THAT IT IS NOT FEASIBLE TO DISCHARGE THE SEDIMENT LADEN WATER TO A TEMPORARY SEDIMENT BASIN, THE WATER MUST BE TREATED SO THAT IT DOES NOT CAUSE A N[IISANCE CONDITION IN THE RECEIVING WATERS OR TO DOWNSTREAM LANDOWNERS. CLEAN OUT ALL PERMANENT STORMWATER BASINS REGARDLESS OF WHETHER USED AS TEMPORARY SEDIMENT BASINS/TRAPS TO THE DESIGN CAPACITY AFTER COMPLETING ALL UP—GRADIENT LAND DISTURBING ACTIVITY. USE A SKIMMER DEVICE FOR BASIN DRAINING. 15. PROVIDE STABILIZATION IN ANY TRENCHES CUT FOR DEWATERING OR SITE DRAINING PURPOSES. 16. THE CONTRACTOR SHALL SUBMIT A DEWATERING PLAN AND NARRATIVE TO THE PROJECT ENGINEER FOR APPROVAL 7 DAYS PRIOR TO UNDERTAKING THESE ACTIVITIES. DEWATERING PLAN MOST INCLUDE BMP'S TO PREVENT SEDIMENT TRANSPORT, EROSION, AND ADVERSE IMPACTS TO DOWNSTREAM RECEIVING WATERS. THE DEWATERING PLAN MOST ALSO INCLUDE ANY SPECIFIC CHEMICAL TREATMENTS [FLOC, POLYMERS, ETC.] THAT WILL BE USED. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN ANY PERMIT NECESSARY FOR THESE ACTIVITIES; THE DEWATERING PLAN AND DNR APPROPRIATIONS PERMIT WILL BECOME PART OF THE SWPPP. 17. EFFORTS SHOULD BE MADE TO PRESERVE TOPSOIL AND MINIMIZE COMPACTION ON THE PROJECT SITE. 18. RUN—ON FROM LEXINGTON AVE TO THE NORTH AND COUNTY ROAD B2 TO THE WEST SHOULD BE MINIMIZED OR ADDRESSED BY EROSION CONTROL BMPS. TEMPORARY & PERMANENT EROSION CONTROL BNPS SEED MIX: SEED MIX SHALL BE USED IN CONSTRUCTION AND REVEGETATION PROJECTS IN ORDER TO ENHANCE SOIL NUTRIENT AVAILABILITY AND BIOLOGICAL SOIL STRUCTURE, ENCOURAGE NATIVE PLAN SUCCESSION, REDUCE EROSION, AND DISCOURAGE INVASIVE PLANT SPECIES. INOCULATION OF SOILS WITH MYCORRHIZAL FUNGI OR THE PRESENCE OF PRE—EXISTING SOIL MICROBES IS ESSENTIAL FOR THE STABILIZATION OF ADVERSE SOILS, ESTABLISHMENT OF NATIVE GRASSES, AND THE EXCLUSION OF NON—NATIVE "ANNUALS" AND NOXIOUS WEEDS. SEED MIXTURE 21-111 SHALL BE USED FOR TEMPORARY STABILIZATION AND SEEDING. PERMANENT SEEDING SHALL USE SEED MIXTURE 25-151. EROSION CONTROL BLANKET: EROSION CONTROL BLANKETS (ECBS) ARE A SOIL STABILIZATION (EROSION CONTROL) BMP, INTENDED TO PROTECT DISTURBED SOIL SURFACES FROM RAINDROP IMPACT EROSION. ECBS ARE CARPET—LIKE MATS, INSTALLED OVER AND ANCHORED TO THE PROPERLY PREPARED SOIL SURFACES. PROPERLY SELECTED AND INSTALLED, ECBS CAN MIMIC THE BENEFICIAL EFFECTS OF VEGETATIVE COVER THEREBY REDUCING EROSION RATES BY OVER 9096. ECBS ALSO PROTECT SEEDS AND PROVIDE A BENEFICIAL ENVIRONMENT FOR VEGETATION TO BECOME ESTABLISHED. CONTRACTOR SHALL VERIFY DURING REGULAR INSPECTIONS THAT NO GULLIES, RILLS, OR SCOUR HOLES HAVE FORMED UNDER EROSION CONTROL BLANKETS AND MATS AND CORRECT ALL ERODED AREAS WITHIN 7 DAYS. ALL REPAIRS MUST BE COMPLETED WITHIN 24 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. CATEGORY 3N BLANKET WILL BE USDE FOR STABLIZATION AND WILL BE INSTALLED ACCORDING TO MNDOT SPECS. STRAW MULCHING: DISTURBED SOIL AREAS SHALL BE PROTECTED WITH STRAW MULCH. MULCHING IS THE APPLICATION OF A PROTECTIVE LAYER OF STRAW OR OTHER SUITABLE MATERIAL TO THE SOIL SURFACE. STRAW MULCH SHALL BE USED IN CONJUNCTION WITH SEEDING AND HYDRO—SEEDING FOR ESTABLISHMENT OF VEGETATION. STRAW MULCH MUST BE SECURED TO THE GROUND USING DISKING OR AN OVERSPRAY OF AN HECP. MULCHING IS COMMONLY USED AS A TEMPORARY MEASURE TO PROTECT BARE OR DISTURBED SOIL AREAS THAT HAVE NOT BEEN SEEDED, UNTIL NATIVE VEGETATION RE—GROWS. CERTIFIED WEED—FREE MULCH MUST BE USED WHEN USING NATIVE SEED MIXES OR WHEN WORKING NEAR ENVIRONMENTALLY SENSITIVE AREAS. HYDRAULIC MATRICES: HYDRAULIC MATRICES ARE EROSION CONTROL PRODUCTS THAT ARE USED TO STABILIZE EXPOSED SOILS. THESE MATRICES ARE APPLIED IN A SLURRY, PRODUCED BY MIXING FIBER, WATER AND A BINDING AGENT TOGETHER IN A MECHANICAL HYDRO— SEEDER. WOOD FIBER IS WIDELY USED BUT OTHER FIBERS CAN INCLUDE PAPER, STRAW, COIR, CORN, ETC. THE EFFECTIVENESS OF THESE HYDRAULIC MATRICES ARE DEPENDENT ON: — PROPER SOIL PREPARATION — APPLICATION RATES (DEPENDENT ON THE MANUFACTURERS RECOMMENDATIONS) — THE TYPE OF FIBERS USED — THE TYPE OF BOND AGENT(S) ADDED THESE HYDRAULIC MATRICES ARE CLASSIFIED IN THE MNDOT SPEC BOOK AND APPROVED PRODUCTS LIST, DEPENDING ON THE PRODUCT CHARACTERISTICS, STRENGTH, AND LONGEVITY. HYDRAULIC MATRICES USED INCLUDE: ORGANIC FIBER MATRIX, HYDRAULIC MULCH MATRIX, STABILIZED FIBER MATRIX, BONDED FIBER MATRIX, AND FIBER REINFORCED MATRIX. ENERGY DISSIPATER: AN ENERGY DISSIPATER IS A STRUCTURE DESIGNED TO CONTROL EROSION AT THE OUTLET OF A CHANNEL OR CONDUIT. TEMPORARY & PERMANENT SEDIDMNT CONTROL BNPS SEDIMENT CONTROL LOGS: SEDIMENT CONTROL LOGS ARE MANUFACTURED FROM STRAW, WOOD EXCELSIOR, COCONUT FIBERS, AND/OR OTHER MATERIALS THAT ARE BOUND WITH POLYPROPYLENE OR BIODEGRADABLE NETTING INTO TIGHT TUBULAR ROLLS. FIBER ROLLS CONTROL THREE TYPES OF EROSIONAL PROCESSES; EROSION CONTROL, RUN OFF CONTROL, AND SEDIMENT CONTROL. SEDIMENT CONTROL LOGS CAN BE USED FOR THE FOLLOWING: — SLOPE INTERRUPTERS TO REDUCE EROSION ON NEWLY CONSTRUCTED SLOPES — TEMPORARY DITCH CHECKS TO REDUCE RUNOFF VELOCITIES IN DRAINAGE CHANNELS — SEDIMENT CONTROL BARRIERS FOR SMALL DISTURBED SOIL AREAS SUCH AS STOCKPILES, DISCRETE SLOPES, OR INDIVIDUAL LOTS MACHINE SLICED SILT FENCE: A SILT FENCE IS A TEMPORARY SEDIMENT BARRIER CONSISTING OF FILTER FABRIC ENTRENCHED INTO THE SOIL AND ATTACHED TO SUPPORTING POSTS. SILT FENCE IS INTENDED TO BE INSTALLED WHERE SEDIMENT—LADEN WATER CAN POND, THUS ALLOWING THE SEDIMENT TO FALL OUT OF SUSPENSION AND SEPARATE FROM THE RUNOFF. SILT FENCE INSTALLED WITH A TRENCHER OR BY SLICING IS THE MOST EFFECTIVE INSTALLATION METHOD TO ENSURE AGAINST COMMON SILT FENCE FAILURES. THE BMP WILL BE CLEANED OUT OR REPLACED WHEN THE SEDIMENT REACHES 1/2 THE HEIGHT OF THE FENCE. STABILIZED CONSTRUCTION EXIT: TEMPORARY CONSTRUCTION EXITS ARE CONSTRUCTED AT THE EGRESS POINT FROM THE CONSTRUCTION AREA ONTO A PAVED ROAD. A STABILIZED CONSTRUCTION EXIT IS A TRACKING CONTROL BMP INTENDED TO PREVENT TRACKING OF SOIL FROM THE CONSTRUCTION SITE BY EQUIPMENT AND VEHICLES. THE EXITS ARE CONSTRUCTED O- LARGE ANGULAR ROCK, STEEL RIBS (RUMBLE STRIPS), OR TRACK PADS INTENDED TO KNOCK THE MUD OFF THE TIRES BEFORE TRAVELING ONTO THE ROADWAY. CHEMICAL TREATMENTS: OPERATOR MOST AMEND THE SWPPP TO INCLUDE THE INTENDED USES AND LOCATIONS OF FLOCCULANTS, POLYMERS, AND OTHER SEDIMENTATION TREATMENT CHEMICALS. CHEMICAL TREATMENTS MUST BE IN COMPLIANCE WITH PART 9.18. DUST CONTROL: OPERATOR WILL COMPLY WITH STATE RULE 7011.0150 ON DUST PREVENTION REQUIREMENTS. DUST FROM THE SITE WILL BE CONTROLLED BY INCREASEDSTREET SWEEPING AND/OR USING A MOBILE PRESSURE—TYPE DISTRIBUTOR TRUCK TO APPLY POTABLE WATER TO DISTURBED AREAS. THE h_OBILE UNIT WILL APPLY WATER AT A RATE NECESSARY TO PREVENT RUNOFF AND PONDING. POLLUTION PREVENTION MANAGEMENT POTENTIAL SOURCES OF POLLUTANTS FROM CONSTRUCTION ACTIVITIES INCLUDE, BUT NOT LIMITED TO: 1. SEDIMENT AND FUGITIVE DUST GENERATED FROM CLEARING AND GRUBBING, IMPORT/EXPOR^_ OPERATIONS, REMOVALS/COMPACTION, MASS/FINE GRADING, EXCAVATIONS, TRENCHING, TOPSOIL STRIPING STOCKPILING. 2. EXCESS NUTRIENTS FROM SOIL ADDITIVES, FERTILIZATION, MULCHING. OPERATOR WILL COMPLY WITH ALL OF THE POLLUTION PREVENTION AND MANAGEMENT MEASURES IDENTIFIED IN THE NPDES—CSW PERMIT, PART 12.1. STORAGE AND DISPOSAL OF CONSTRUCTION AND HAZARDOUS WASTES MOST BE IN COMPLIANCE WITH MPCA REGULATIONS. A. POSITION AND STAKE DOWN ALL PORTABLE TOILETS SO THEY CANNOT BE TIPPED OR KNOCKED OVER. SUPPLY ADEQUATE SECONDARY CONTAINMENT. B. SECONDARY CONTAINMENT IS NEEDED AROUND ALL STATIONARY EQUIPMENT (GENERATORS, PUMPS, LIGHT PLANTS, ETC.) PROVIDE CONTAINMENT FOR ALL HAZARDOUS MATERIALS AND TOXIC WASTE. C. NO ENGINE DEGREASING IS ALLOWED ON SITE. D. VEHICLE AND EQUIPMENT WASHING TO OCCUR IN DESIGNATED AREA AS DETERMINED BY THE CONTRACTOR SUBMITTAL OF A MANAGEMENT PLAN FOR THESE ACTIVITIES. E. PROPERLY CLEAN UP AND REPORT ALL SPILLS AS REQUIRED BY THE MPCA AND MNDOT SPECIFICATIONS. F. PROVIDE A SPILL KIT AT EACH WORK LOCATION ON THE SITE. NO. I DATE I BY CHK I REVISIONS MKV I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION. OR REPORT WAS PREPARED BY OR UNDER MY DIRECT SUPERVISION AND THAT I W A DULY LICENSED PROFESSIONAL ENGINEER UNDER M O N T I C E L L O, M I N N E S O T A SHEET PUB THE LAWS OF THE STATE OFMINESOTA. CITY OF 42 MKV PRINT N M e MARCUS VANDERBR C PE c h, Elm Street Improvements: SRTS .fes r�I MonticefloMonticello, OF ChKked B„ KH X5- WJ Minnesota STORM WATER POLLUTION PREVENTION PLAN 60 AW.VW ITT. MKV N - SAP 222-591-002 SHEETS DATE 3/16/2023 LICENSE I6a G. PROVIDE A SECURE STORAGE AREA WITH RESTRICTED ACCESS FOR ALL HAZARDOUS MATERIALS AND TOXIC WASTE. RETURN ALL HAZARDOUS MATERIALS AND TOXIC WASTE TO THE DESIGNATED STORAGE AREA AT THE END OF THE BUSINESS DAY UNLESS INFEASIBLE. STORE ALL HAZARDOUS MATERIALS AND TOXIC WASTE (INCLUDING BUT NOT LIMITED TO OIL, DIESEL FUEL, GASOLINE, HYDRAULIC FLUIDS, PAINT, PETROLEUM BASED PRODUCTS, WOOD PRESERVATIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS) IN SEALED CONTAINERS WITH SECONDARY CONTAINmE'N'T'. CLEAN UP SPILLS IMMEDIATELY. STORE, COLLECT AND DISPOSE OF ALL SOLID WASTE. H. SLURRY FROM CONCRETE OPERATIONS MOST BE VACUUMED UP IMMEDIATELY. NO CONCRETE WASHOUT SHALL COME IN CONTACT WITH THE GROUND AND MOST BE PROPERLY DISPOSED OF. I. A SIGN MUST BE INSTALLED ADJACENT TO EACH CONCRETE WASHOUT FACILITY. J. CREATE AND FOLLOW A WRITTEN DISPOSAL PLAN FOR ALL WASTE MATERIALS. INCLUDE IN THE PLAN HOW THE MATERIAL WILL BE DISPOSED OF AND THE LOCATION OF THE DISPOSAL SITE. SUBMIT PLAN TO THE ENGINEER PRIOR TO CONSTRUCTION. K. USE METHODS AND OPERATIONAL PROCEDURES THAT PREVENT DISCHARGE OR PLACEMENT OF BITUMINOUS GRINDINGS, CUTTINGS, AND OTHER BITUMINOUS WASTES FROM AREAS OF EXISTING OR FUTURE VEGETATED SOILS AND FROM ALL WATER CONVEYANCE SYSTEMS, INCLUDING INLETS, DITCHES AND CURB FLOW LINES. L. PORTABLE TOILETS MOST BE AT LEAST TWENTY-FIVE FEET FROM STORM INLETS OR RECEIVING WATERS. FINAL STABILIZATION FINAL STABILIZATION IS ACHIEVED WHEN NPDES CGP PARTS 13.1-13.7 (AS APPLICABLE) ARE COMPLETED PRIOR TO SUBMISSION OF THE NOTICE OF TERMINATION (NOT) TO MPCA.. 1. ALL AREAS MOST BE STABILIZED WITH A UNIFORM PERENNIAL VEGETATIVE COVER WITH A DENSITY OF 7096. 2. ALL TEMPORARY SEDIMENT CONTROL BMP MEASURES MOST BE REMOVED PRIOR TO SUBMITTING PERMIT NOT. 3. PERMANENT STORMWATER SYSTEM IS CONSTRUCTED, MEETS ALL REQUIREMENTS, IS FREE OF ACCUMULATE CONSTRUCTION SEDIMENT, AND IS OPERATING AS DESIGNED. Figure 1 - SWPPP Map Elm Street Improvements: SRTS City of Monticello, MN • "l L a i t I -MI a Radius Q Project Location M O N T I C E L L O, MINNESOTA Impaired Stream PUB MKV SLateywde N WI A0 1.500 F,,.t ws b 1 rich • 1.500 ket NO. I DATE I BY CHK I REVISIONS MKV I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION. OR REPORT WAS PREPARED BY OR UNDER MY DIRECT SUPERVISION AND THAT I W A DULY LICENSED PROFESSIONAL ENGINEER UNDER M O N T I C E L L O, MINNESOTA SHEET PUB MKV THE LAWS OF THE STATE OF MINNESOTA. PRINT N M e MARCUS VANDERBR C PE c , b CITY OF Elm Street Improvements: SRTS I MontienoMonticello, 43 OF B„ KH wJ Minnesota STORM WATER POLLUTION PREVENTION PLAN 60 MKV - SAP 222-591-002 SHEETS DATE 3/16/2023 LICENSE 164 TURF ESTABLISHMENT & EROSION CONTROL NOTES 1. SEDIMENT CONTROL MUST BE IN PLACE AND APPROVED BY ENGINEER BEFORE ANY PHASE OF CONSTRUCTION CAN BEGIN. 2. TEMPORARY STABILIZATION MEASURES SHALL BE EMPLOYED WITHIN 200' OF THE NORMAL WETTED PERIMETER OF ALL DISCHARGE POINTS WITHIN 24 HOURS. MULCH IS NOT AN APPROVED MEASURE. 3. IN THE EVENT THAT PERMANENT STABILIZATION CANNOT BE IMPLEMENTED WITHIN 7 DAYS AFTER CONSTRUCTION ACTIVITY IN THE DISTURBED AREA HAS CEASED, TEMPORARY STABILIZATION BMPS MUST BE SCHEDULED TO OCCUR WITHIN THAT 7 DAY TIME FRAME (EXCEPT WHERE CALLED OUT BY NOTE 2) 4. ALL STOCKPILES MUST HAVE DOWN GRADIENT PERIMETER SEDIMENT CONTROL IMPLEMENTED AND MAINTAINED AT ALL TIMES. STOCKPILES TO RECEIVE TEMPORARY STABILIZATION VIA RAPID STABILIZATION METHOD 3 IF UNWORKED FOR 7 DAYS. 5. STOCKPILES MAY NOT BE PLACED WITHIN ANY DRAINAGE OR CURB LINE UNLESS PROPER BYPASS IS INSTALLED PRIOR TO STOCKPILE PLACEMENT. 6. STABILIZATION OF DISTURBED AREAS SHALL BE DONE BY PERMANENT TURF ESTABLISHMENT WHENEVER POSSIBLE. 7. PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. 8. IN THE EVENT THAT DEWATERING OPERATIONS NEED TO OCCUR, A DEWATERING PLAN MUST BE SUBMITTED AND APPROVED BY THE ENGINEER BEFORE ANY OPERATIONS TAKE PLACE. THE PLAN MUST BE DEVELOPED IN ACCORDANCE WITH THE SWPPP GUIDELINES. 9. SLURRY FROM CONCRETE OPERATIONS MUST BE VACUUMED UP IMMEDIATELY. NO CONCRETE WASHOUT SHALL COME IN CONTACT WITH THE GROUND AND MUST BE PROPERLY DISPOSED OF. 10. ALL HAZARDOUS MATERIALS MUST BE KEPT UNDER COVER AND WITHIN PROPER CONTAINMENT WHEN NOT IN USE. 11. A SIGN MUST BE INSTALLED ADJACENT TO EACH CONCRETE WASHOUT FACILITY. EROSION CONTROL LEGEND WETLAND BOUNDARY '- BR SEDIMENT CONTROL LOG TYPE WOOD FIBER STORM DRAIN INLET PROTECTION POST -CONSTRUCTION FLOW ARROW CONSTRUCTION LIMITS - - - — RIGHT OF WAY PERMANENT: SODDING TYPE LAWN TEMPORARY: HYDRAULIC STABILIZED FIBER MATRIX (3000 LBS/ACRE) NO. I DATE I BY CHK I REVISIONSPION 6y�n I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION. DR REPORT WAS PREPARED BY OR UNDER SHEET MKV NY DIRECT SUPERVISION AND THAT I AY A DULY LICENSED PROFESSIONAL ENGINEER UNDER M O N T I C E L L O, MINNESOTA THE LAWS OF THE STATE a MINNESOTA. `'I I Y"F Elm Street Improvements: SRTS 44 Check*dMKV PRINT N M L MARCUS VANDERBR C PE ` /L /� I/'� OF AWPvN B>Y V\V, jb l•/ MontiefloMonticello, Minnesota TURF ESTABLISHMENT & EROSION CONTROL PLAN 60 KH GGI APP�owo en MKV DATE 3/16/2023 LICENSE 164 SAP 222-591-002 SHEETS 100 i 6TH ST I T k9 ___ --- MATCH LINE STA. 10+50 SEE SHEET 46 BEGIN SAP 222-591-002 ELM STREET STA 100+67.50 CL ELM ST 191 192 0I 0 a CL ELM ST-\ �b6 197 198 I � 0 �C-) I0 of En "' m i° o - -- -- -- -- --- n 0 193 194 195 1 Ct 4TH STS MATCH LINE STA. 20+50 SEE SHEET 47 --- - --- - --- - --- 1 SCALE IN FEET 0 25 50 SCALE IN FEET 0 25 50 o N LD .Q 110 111 1 W W W2 Z Tn J W W U H Q ___ ___ __ __ LAMERICAN LEGION NO. I DATE I BY CHK I REVISIONS Ploy BIN MKV I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION. OR REPORT WAS PREPAYIEO BY OR LNOER SHEET MKV N DIRECT SUPERVISION AND THAT I W A DULY LICENSED PROFESSIONAL ENGINEER UNDER pr`\ M O N T I C E L L O, MINNESOTA THE LAWS OF THE STATE OF MINNESOTA. CI I Y"F Elm Street Improvements: SRTS 45 MKV PRINT NAME: MARCUS VANDERBR G PE ` /L /� I/'� MontiefloMonticello, OF AWO,.B>YV\V, jI�J) l./ Minnesota TURF ESTABLISHMENT &EROSION CONTROL PLAN 60 KH GGI 4+cYww ByA MKV DATE 3/16/2023 LICENSE I64 SAP 222-591-002 SHEETS L r rL ELM ST J 113 114 115 116 s (i 6TH ST END SAP 222-591-002 ELM STREET STA 117+59.00 117 W N W Z 1,3 14 1,5 1,6 END SAP 222-591-002 6TH STREET STA 15+90.00 SCALE IN FEET 0 25 50 i SCALE IN FEET 0 25 50 NO. I DATE I BY CHK I REVISIONS Ploy BIN MKV I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION. OR REPORT WAS PREPAYIEO BY OR LNOER SHEET MKV N DIRECT SUPERVISION AND THAT I W A DULY LICENSED PROFESSIONAL ENGINEER UNDER pr`\ M O N T I C E L L O, MINNESOTA THE LAWS OF THE STATE OF MINNESOTA. CI I Y"F Elm Street Improvements: SRTS 46 MKV PRINT N M L MARCUS VANDERBR C PE ` /L /� I/'� Montieflo OF oKB>Y V\V, jI�J) l./Monticello, Minnesota TURF ESTABLISHMENT &EROSION CONTROL PLAN 60 KH GGI 4+cYww ByA MKV DATE 3/16/2023 LICENSE I64 SAP 222-591-002 SHEETS H W W lY H N W z 0 N a w J U H Q LO Q E - w Lu 2 Ln W w Un \—Ii 4TH ST 7 H W W CC F- N Q F- O N w z z -11 0 END SAP 222-591-002 4TH STREET STA 28+67.00 i SCALE IN FEET 0 25 50 i SCALE IN FEET 0 25 50 NO. I DATE I BY CHK I REVISIONS MKV D1mBw I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER MY DIRECT SUPERVISION AND THAT I W A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CITY OF M O N T I C E L L O, M I N N E S O T A SHEET 47 MKV PRINT N M - MARCUS VANDERBR 0 PE cbl Elm Street Improvements: SRT S ���IIII MontiefloMonticello, OF Bp KH ws Minnesota TURF ESTABLISHMENT & EROSION CONTROL PLAN 60 � MKV SAP 222-591-002 SHEETS DATE 3/16/2023 LICENSE l64 SPECIFIC NOTE(S): (1) STREET NAME SIGN MOUNTED ABOVE. (2) MOUNTED ON LIGHT POLE. SIGN SIGN AND DELINEATOR K / MARKER PAVEMENT MARKING REMOVAL (1) SO FT LIN FT J PANEL I SIGN NUMBER PANEL CODE PANEL LEGEND SIZE (W x H) INCHES MOUNTING HEIGHT FEET SUPPORT RISER POST TYPE SIZE INCHES NUMBER OF POSTS REMOVE SIGN EACH SIGN SQ FT REMOVE SIGN PANEL EACH SIGN PANEL SO FT S-1 R1-1 STOP 30 x 30 7 SQ -SOIL 2 1 1 6.25 W BROADWAY ST/ ELM ST TOTAL ELM ST S-2 D7-X13L STATE PARK LEFT 30 x 36 7 SQ -SOIL 2 1 1 7.50 192 1 106 S-3 R1-1 STOP 30 x 30 7 SQ -SOIL 2 1 1 6.25 S-4 W10-1 W10 -10P RR ADVANCE WARNING EXEMPT PLAQUE 36 x 36 24 x 12 7 SQ -SOIL 2-1/2 11 9.00 2.00 5-505 3RD ST W x 1 S-5 M1 -6M M6 -1L WRIGHT COUNTY 39 ARROW LEFT (BLUE) 24 x 24 21 x 15 7 SQ -SOIL 2 1 1 4.00 2.19 x S-6 R2-1 SPEED LIMIT 30 24 x 30 7 SQ -SOIL 2 1 1 5.00 S-7 M1 -6M WRIGHT COUNTY 39 24 x 24 7 SQ -SOIL 2 1 1 4.00 5-8 R5-2 NO TRUCKS 24 x 24 7 SQ -SOIL 2 1 1 4.00 S-9 R1-1 STOP 30 x 30 7 SQ -SOIL 2 1 1 6.25 S-10 R1-1 STOP 30 x 30 7 SQ -SOIL 2 1 1 6.25 S-11 NO PARKING.. x 1 5-12 R5-2 NO TRUCKS 24 x 24 7 SQ -SOIL 2 1 1 1 4.00 5-13 R1-1 STOP 30 x 30 7 SQ -SOIL 2 1 1 6.25 5-14 R1-1 STOP 30 x 30 7 SQ -SOIL 2 1 1 6.25 S-15 M2-1 M1 -6M JCT (BLUE) WRIGHT COUNTY 75 21 x 15 24 x 24 7 SQ -SOIL 2 1 1 2'19 4.00 5-16 R8-3 NO PARKING 24 x 24 7 1 4.00 S-17 R8-3 NO PARKING 24x 24 7 1 4.00 S-18 R1-1 STOP 24 x 24 7 SQ -SOIL 2 1 1 4.00 5-19 i R1-1 1 STOP 1 24 x 24 1 7 1 SQ -SOIL 2 1 1 4.00 5-20 1 R1-1 I STOP 1 24 x 24 1 7 1 5Q -SOIL 2 1 1 4.00 1 TOTAL 18 97 2 8 SPECIFIC NOTE(S): (1) STREET NAME SIGN MOUNTED ABOVE. (2) MOUNTED ON LIGHT POLE. PAVEMENT SIGN TYPE SPECIAL K LOCATION PAVEMENT MARKING REMOVAL (1) SO FT LIN FT J PANEL SUPPORT ELM ST/ 3RD ST INTERSECTION SALVAGE INSTALL SIGN PANEL TYPE SPECIAL SIGN NUMBER PANEL CODE LEGEND SIZE (W x H) INCH MOUNTING HEIGHT TYPE FEET RISER POST SIZE INCHES NUMBER OF POSTS SIGN PANEL TYPE SPECIAL EACH EACH ELM ST x W BROADWAY ST/ ELM ST INTERSECTION 684 192 1 5-501 6TH ST W x 1 W BROADWAY ST/ ELM ST TOTAL ELM ST x 106 936 1 5-502 5TH ST W x 1 LEFT ARROW NO OUTLET x 192 1 106 1110 1 S-503 ELM ST x 1 LEFT ARROW 301-315 x ELM ST x 1 5-504 4TH ST W x 1 ELM ST x 1 5-505 3RD ST W x 1 6TH ST W x 1 5-506 VINE ST x 1 4TH ST W x 1 5-507 VINE ST x 1 4TH ST W x 1 5-508 MINNESOTA ST x 1 TOTAL 8 8 PAVEMENT MARKING I K LOCATION PAVEMENT MARKING REMOVAL (1) SO FT LIN FT PREFORM THERMOPLASTIC GROUND IN 24" SOLID LINE CROSSWALK (2) WHITE LIN FT SQ FT ELM ST/ 3RD ST INTERSECTION 174 ELM ST/ 3RD ST INTERSECTION TOTAL 174 W BROADWAY ST/ ELM ST INTERSECTION 684 192 106 936 W BROADWAY ST/ ELM ST TOTAL 684 192 106 936 PROJECT TOTAL 1 684 1 192 1 106 1110 NOTES: (1)REMOVAL OF EXISTING CROSSWALKS AND STOP BARS AT INTERSECTION OF ELM STREET AND WEST BROADWAY STREET OUTSIDE OF PROJECT LIMITS. (2) CROSSWALK WIDTH TO BE 8' OR MATCH WIDTH OF PEDESTRIAN RAMP. NO. I DATE I BY CHK I REVISIONS Pim 6pn I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION. OR REPORT WAS PREPARED BY OR UNDER SHEET MF DIRECT SUPERVISION AND THAT I AM A OULY LICENSED PROFESSIONk ENGINEER UNDER M O N T I C E L L O, MINNESOTA ""AWB6THBBT°"°`NINB° "' "F Elm Street Improvements: SRTS 48 MF PRINT NAME: 5 D RE PE ` /� /s I/'� OF EN.�N.�B„Es V\V, j�J) monti�effoMonticello, Minnesota SIGNING &STRIPING PLAN 60 BW SD DATE 3/I X2023 LICENSE • 4094s - SAP 222-591-002 SHEETS 190 .-. 191 192 193 O ( © S-501 MATCH LINE STA. XXXX+XX SEE SHEET 50 198 b -S ©c� dols COG -S Q9 s 1S W13 13llino ONS — —T I I j x / x X ' X x x 194 195 a' NI w z_ J F U y T < ELM ST— Ln� Lia n 5TH ST W S-502 _-g- ____ STOP OL O .'1/100 40 K -3 Two SCALE IN FEET 0 25 50 Oj FURNISH & INSTALL x Q3 SALVAGE x qO REMOVE © INSTALL X CROSSWALK- PREF THERMO GR IN X STOP BAR- 24” SOLID LINE WHITE X X PREFORM THERMO GR IN O SCALE IN FEET 1j1 0 25 50 199 110 o ELM ST O © S-504 4TH ST W � STOP oo --- --- -- MATCH LINE STA. XXXX+XX SEE SHEET 51 NO. I DATE I BY CHK I REVISIONS Pim 6pn I HEREBY CERTIFY THAI IRIS PLAN. SPECIFICATION. OR REPORT WAS PREPARED BY OR UNDER SHEET MF MY OIRECT SUPERVISION AND THAT I AM A OULY LICENSED PROFESSIONk ENGINEER UNDER M O N T I C E L L O, M I N N E S O T A THE LATS OF THE STATE DF NIIW�SDT.. CI I y"F Elm Street Improvements: SRTS 49 MF PRINT NAME: 5 D RE PE ` /� s I/'� OF EN.�N.�B„Es V\V, j�J) l•/ MontiefloMonticello, Minnesota SIGNING &STRIPING PLAN 60 AW�W 9r SD DATE 3�1 X2023 LICENSE N 40945 SAP 222-591-002 SHEETS x x X X X X O An a 1j1 V)uj N uj uj w2 z0 Jw w U a — --- -- -- --- --- --xZ > Z N ZO z = NO. I DATE I BY CHK I REVISIONS Pim 6pn I HEREBY CERTIFY THAI IRIS PLAN. SPECIFICATION. OR REPORT WAS PREPARED BY OR UNDER SHEET MF MY OIRECT SUPERVISION AND THAT I AM A OULY LICENSED PROFESSIONk ENGINEER UNDER M O N T I C E L L O, M I N N E S O T A THE LATS OF THE STATE DF NIIW�SDT.. CI I y"F Elm Street Improvements: SRTS 49 MF PRINT NAME: 5 D RE PE ` /� s I/'� OF EN.�N.�B„Es V\V, j�J) l•/ MontiefloMonticello, Minnesota SIGNING &STRIPING PLAN 60 AW�W 9r SD DATE 3�1 X2023 LICENSE N 40945 SAP 222-591-002 SHEETS x x x x v a w Ln w xw Ln z w J w Ln x U a E2 111111110011 El -S J 0 o w to / r Lu - --- - --- - --- - --- - --- - --- - --- - --- - --- - --- L 113 114 115 116 �_ 117 ELM ST O3 r:J'-505 3RD ST W L N o T� n :IQ M O STOP nO m D I I 0 5-14 LEGEND � 4 SCALE IN FEET 0 25 50 O FURNISH & INSTALL O3 SALVAGE Oq REMOVE © INSTALL CROSSWALK- PREF THERMO GR IN STOP BAR- 24" SOLID LINE WHITE PREFORM THERMO GR IN 9I -S QI xBOTS SCALE IN FEET + x x 905-S Q9 £Q 1S 3NIA 0 25 50 x Q M 1S Hl9 ; w Mw 0 D 0 LnLd .�. w J Ln S a 1,1 1,2 1,3 14 1,5 1,6 NO. DATE BY CHK REVISIONS BwYyn BW I HEREBY CERTIFY THAT TNIS PLAN. SPECIFICATION. OR REPORT WAS PREPARED BY OR UNDER M O N T I C E L L O , M I N N E S O T A SHEET MF MY OIRFCT SUPERVISION AND THAT I AM A OULY LICENSED PROFESSIONAL ENGINEER UNDER e„ ""AWS6THBBT°"°`NINS° "'"F Elm Street Improvements: SRTS 50 MF Bw PRINT NAMET S D RE PE ` /� /� I/'� OF AW�W Es V\V, jb l•/ MontiefloMonticello, Minnesota SIGNING & STRIPING PLAN 60 ARRY•N.E e>Y SD DATE 3/1 /2023 LICENSE • 40945 SAP 222-591-002 SHEETS ez-s © ©d 01 S L05.s 1S 3NIA x M 1S Hlb x x___ ___ ___ ___ 1 a a — :J�� I— — — — — — — — — — — — — — — — — — — H T_ — w N W xwr= Ln z W J N x 2,1 2,2 2,3 U H a s bl-S dOlS 1S VIOS3NNIW SOG-S ® M 1S Hlb --- - --- --- - --- TT ----------\----`----------- 2,5 2,6 2,7 2,8 2,4 LEGEND O FURNISH & INSTALL O3 SALVAGE M O N T I C E L L O, MINNESOTA Oq REMOVE © INSTALL cT.cN BBI Ls ApPYON•0 BIN SD CROSSWALK- PREF THERMO GR IN STOP BAR- 24" SOLID LINE WHITE PREFORM THERMO GR IN i SCALE IN FEET 0 25 50 i • SCALE IN FEET 0 25 50 NO. I DATE I BY CHK I REVISIONS MF PIT Bp MF I HEREBY CERTIFY THAI IRIS PLAN. SPECIFICATION. OR REPORT WAS PREPARED BY OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE DF R SOTA. PRINT NAME: S D RE PE J w5 CITY o Elm Street Improvements: SRT S MontiefloMonticello, Minnesota A'440945 M O N T I C E L L O, MINNESOTA SHEET 51 1 OF 60 SHEETS SIGNING & STRIPING PLAN SAP 222-591-002 cT.cN BBI Ls ApPYON•0 BIN SD DATE 3/1 /2023 LICENSE • IL PEDESTRIAN CROSSWALK FLASHER SYSTEM (SIGNS) ©SOLAR PANEL SEE SPECIAL POSTS PANEL PROVISIONS) CODE NO MTG SIZE (INCH) OTY PANEL LEGEND 12 FOOT (MIN)TRAFFIC SIGNAL NO. &TYPE HT PEDESTAL POLE W X H RIO -25 A 3.5 9 X 12 2 PUSH BUTTON TO ACTIVATE FLASHER 51-1 A 10 36 X 36 4 SCHOOL CROSSING I (2) Sl -1 c36' X 36') BACK TO BACK W16-7mPL A 7 24 X 18 2 1 DOWN ARROW (LEFT) n W16-7mPR A 7 24 X 18 2 1 DOWN ARROW (RIGHT) AO ALL SIGN PANELS MOUNTED TO PEDESTAL POLES © ALL SIGN PANELS PAID UNDER ITEM - (2565) PEDESTRIAN CROSSWALK FLASHER SYSTEM (2) RRFB ACK TO BACK Q Q (SEE SPECIAL PROVISIONS) (2) W16-7MPL/R (24'X 18') BACK TO BACK w z_ J i TO RRFB CABINET (INCLUDES WIRELESS C) ROE COMMUNICATION COMPONENTS) 4 NARNING p FLASIER M DOSS `�'� . 0 PEDESTRIAN PUSH BUTTON AND SIGN �o mo z WIND COLLAR (SEE SPECIAL N PROVISIONS) v 14 INCH SIGNAL PEDESTAL BASE BREAK AWAY BASE PEDESTAL FOUNDATION MNDOT STD PLATE 8112 RRFB FLASHER/ PUSH BUTTON DETAIL NOT TO SCALE NO. I DATE I BY CHK I REVISIONS Pim 6pn I HIRE" CERTIF1 THAI IRIS PLAN. SPECIFICATION. OR REPORT WAS PREPARED By OR UNDER SHEET MF LIT DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER M O N T I C E L L O, M I N N E S O T A T""AWB6 THE BT°"°`NITN S°". `-"'"F Elm Street Improvements: SRTS 52 MF PRINT NAME: S D RE PE ` /� /� b MontiefloMonticello, OF ENW�N.�B„Es V\V, l•/ Minnesota SIGNING &STRIPING PLAN 60 SD DATE 3/19/2023 LICENSE • 40945 SAP 222-591-002 SHEETS w g s W STANDARD PLATES - SIGNAL SYSTEMS THE FOLLOWING STANDARD PLATES.APPROVED BY THE FEDERAL HIGHWAY ADMINISTRATION. SHALL APPLY ON THIS PROJECT PLATE NO. DESCRIPTION PLATE NO. DESCRIPTION C- 8111 E TRAFFIC SIGNAL BRACKETING (PEDESTAL MOUNTED) C- 8122 F PEDESTAL AND PEDESTAL BASE C:1- 8112 1 PEDESTAL FOUNDATION C:m- 8123 G POLE AND MAST ARM (2 SHEETS) C- 8120 0 POLE FOUNDATION (PA -85) C- 8126 L POLE FOUNDATION (PA90 AND PA100) QL SYMBOLS ■ HANDHOLE E EO.G CONNECTION -A EVP CONFIRMATORY LIGHT EVP DETECTOR 4 EVP DETECTOR AND CONFIRMATORY LIGHT • SPLICE FQ FIBER OPTIC SPLICE VAULT PV PULL VAULT LUMINAIRE NO. O SIGNAL BASE NO. 3-2 SIGNAL HEAD N0./FLASHER HEAD NO. eNH BARREL MOUNT BASE NO. 4 WOOD POLE NO. TV TELEVISION CAMERA (CCTV) VIDEO DETECTION FOR PLANS AND UTILITIES SYMBOLS SEE TECHNICAL MANUAL ABBREVIATIONS AWF ADVANCE WARNING FLASHER C.D. COUNT DOWN D2-1 (e.g.) DETECTOR (PHASE 2. NO. 1) DEG DEGREES DWK DON'T WALK F&1 FURNISH AND INSTALL FL FLASH/FLASHING FYA FLASHING YELLOW ARROW FYLA FLASHING YELLOW LEFT ARROW GLA GREEN LEFT ARROW GRN GREEN INDICATION GR. RD. GROUND ROD GRA GREEN RIGHT ARROW GTA GREEN THRU ARROW HH HANDHOLE IND INDICATION INP INPLACE INS. GR. INSULATED GROUND JB JUNCTION BOX LED LIGHT EMITTING DIODE LUM LUMINAIRE NEU NEUTRAL P1-1 (e.g.) PEDESTRIAN HEAD (PHASE 1, NO. 1) PB PUSH BUTTON PB2-1 (e.g.) PUSH BUTTON (PHASE 2, NO. 1) PED PEDESTRIAN RED RED INDICATION R&S REMOVE AND SALVAGE RLA RED LEFT TURN ARROW S&I SALVAGE AND INSTALL SPR SPARE STA STATION WLK WALK INDICATION YEL YELLOW INDICATION YLA YELLOW LEFT ARROW YRA YELLOW RIGHT ARROW SYMBOLS ■ HANDHOLE E EO.G CONNECTION -A EVP CONFIRMATORY LIGHT EVP DETECTOR 4 EVP DETECTOR AND CONFIRMATORY LIGHT • SPLICE FQ FIBER OPTIC SPLICE VAULT PV PULL VAULT LUMINAIRE NO. O SIGNAL BASE NO. 3-2 SIGNAL HEAD N0./FLASHER HEAD NO. eNH BARREL MOUNT BASE NO. 4 WOOD POLE NO. TV TELEVISION CAMERA (CCTV) VIDEO DETECTION FOR PLANS AND UTILITIES SYMBOLS SEE TECHNICAL MANUAL ► STANDARD PLATES APPLICABLE TO THIS PROJECT NO. DATE BY CHK REVISIONS T I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION. OR REPORT MRS PREPARED By OR UNDER MAS MY OIRECi SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER M O N T I C E L L O, MINNESOTA SHEET P, Bp THE urs BF THE STATE DT NITNESOTA. C TTY OF 53 MAS Elm Street Improvements: SRTS STANDARD PLATES & ABBREVIATIONS OF Cwch,O BB PRINT NAME: S D MARE, PE \ n �C b . Mont��e�o Monticello, Minnesota TRAFFIC CONTROL SIGNAL SYSTEM 60 SD V V J Approve0 Bp CTR DATE 3/1 e12023 LICENSE • 40945 SAP 222-591-002 SHEETS C- 8129 A SHIM AND WASHER C- 8132 B PREFORMED RIGID PVC CONDUIT LOOP DETECTOR ► STANDARD PLATES APPLICABLE TO THIS PROJECT NO. DATE BY CHK REVISIONS T I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION. OR REPORT MRS PREPARED By OR UNDER MAS MY OIRECi SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER M O N T I C E L L O, MINNESOTA SHEET P, Bp THE urs BF THE STATE DT NITNESOTA. C TTY OF 53 MAS Elm Street Improvements: SRTS STANDARD PLATES & ABBREVIATIONS OF Cwch,O BB PRINT NAME: S D MARE, PE \ n �C b . Mont��e�o Monticello, Minnesota TRAFFIC CONTROL SIGNAL SYSTEM 60 SD V V J Approve0 Bp CTR DATE 3/1 e12023 LICENSE • 40945 SAP 222-591-002 SHEETS g W "b YELLOW 1/2" DIMPLE (2) I I 7/16" 1 ARROW BY POLE MFG"R. RED LOCKING BOLTS MOUNTING BACKGROUND 4-3/4- 7/16" X 2" JAM NUT I I HOLE SHIELD GRADE 5 BI -MODAL � YEL I GREEN 5-1/2" ARROW AND PVC CLOSE YELLOW GRN TUBE NIPPLE l 4-3/4" DIA. FLASHING d BUSHING ARROW ;;;',,l BOLT CIRCLE n 1-1/2" 5 SECTION FYA d RING NOM. CLUSTER HEAD DETAIL q SEALNG PVC N FLANGE MAST ARM I C3 (41 15/32" 1-1/2" HEAVY I 7/16 NG M PVC WIREWAY a SCHEDULE 80 I Lu w THREADED I HOLE "' = HOLES STAINLESS STEEL a WHEN MOUNTING 5 PIPE NIPPLE I O 0 -RING SEAL CL v o SECTION CLUSTER =I— HEAD ASSEMBLIES POLE HUB BY u, � W USE EXTENDED POLE MFG'R. I I a En THREADED POLE ADAPTORS THREADED HUB AND FLANGE POLE ADAPTOR 5-3/4" [F BOLT ON HUB & FLANGE 2-3/4' w�,W„ THREADED HUB & LJD�m FLANGE POLE ►. ,I SIDE VIEW a ADAPTOR ANGLE & STRAIGHT a MOUNT CAP 1 0 -RING SEAL TWO BLIND THREADEINSERTS (RIVET NUT) / USE 17/32" DRILL BIT FOR HOLES J. »SEE NOTE NO.3 BELOW` N a Lu w = APS PUSH a o BUTTON POLE I Lon' MOUNT ADAPTOR 3/8" X 2" SS BOLT / w F u w 1/2'LOCK / / a N ACCESSIBLE WASHER 1" OD X 3/4" ID iv PEDESTRIAN BUSHING, USE I" PUSHBUTTON LOCKING 112'DIMPLE (2) PVC WIREWAY \ DRILL FOR HOLE UNIT W/SIGN DRILL 25/64' 5 3/4' BOLTS 1/2' (BY POLE MFG'R.) FOR BLINME D 4-3/4' 1/2'NUT \ SUPPORTING =/ w o u1 I—I! 1 Io MEMBER � Z .. PEDESTRIAN THREADED M Z) In v n m PUSHBUTTON INSERT 3 1/2' I TOP VIEW ANGLE/ DRILL 1/2' J HOLE FOR PIPE STRAIGHT ya MOUNT CAP z WIRE �0' izM. in l� ACCESSIBLE Lu 1 SCHEDULE 8 PEDESTRIAN APS PUSHBUTTON >. n SCIiEDULE 80 PUSHBUTTON STAINLESS STEEL POLE HUB N UNIT W/SIGN MOUNTING SPACERS m PIPE (BY POLE DRILL 25/64' a ® MFG'R.) = PEDESTRIAN HOLES (3)FOR (4)1/2' FLANGE PUSHBUTTON BLIND THREADED THREADED POLE o INSERT & SPACERS BOTTOM OF (4I 7/16' X HOLES (BY POLE 1 TRANSFORMER 1'SLOTTED DRILL 1/2" BASE ? HOLES (FORMFG'R.) o HOLE FOR NOTE: ALL THREADED SURFACES TO BE f AD SIGNAL MOUNT) COATED WITH ANTI -SEIZE COMPOUND.WIRE a W IT EXTENDED THREADED POLE ADAPTER ;� o NOTES: W NOTES: 1. ALL THREADED SURFACES TO BE COATED WITH ANTI -SEIZE COMPOUND. m a I. ALL THREADED SURFACES TO BE COATED WITH ANTI SEIZE COMPOUND. 2. USE SIGNAL HEAD MOUNTED SPACERS FOR 4 SECTION POLY HEADS. 2. USE SIGNAL HEAD MOUNTED SPACERS FOR 4 SECTION POLY HEADS. 3.BLINO THREADED INSERTS (RIVET NUT) MUST BE INSERTED USING BOTTOM OF BASE 3.SEE STANDARD PLATE NUMBER 8123 FOR ADDITIONAL SIGNAL POLE DETAILS. MANUFACTURERS SPECIFIC INSERTION TOOL. NO OTHER METHOD IS ACCEPTABLE. TYPICAL SIGNAL POLE MOUNTING 4. SEE STANDARD PLATE NUMBER 8122 FOR ADDITIONAL PEDESTAL POLE DETAILS. TYPICAL PEDESTAL MOUNTING 4. EXTENDED THREADED POLE ADAPTOR ONLY USED WITH 5 SECTION CLUSTER HEADS. NOT TO SCALE NOT TO SCALE NO. DATE BY CHK REVISIONS DeAlgn Bp I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION. OR REPORT MAS PREPARED BY OR UNDER SHEET MAS MY AL DIRECT SUPERVISION AND THAT I AM A OULY LICENSED PROFESSIONENGINEER UNDER �1\ CTTY OF M O N T I C E L L O, MINNESOTA „W, Bp THE LAITS OF THE STATE of NITwESOTA. CY 5 MAS Elm Street Improvements: SRTS POLE AND PEDESTAL POLE MOUNTING DETAIL OF ApgmrChecOBB PRINT NAME: S D M E PE \ n �C ��MiontieUoMonticello, Minnesota TRAFFIC CONTROL SIGNAL SYSTEM 60 SD �/ �/ J Approve0 Bp CTR DATE 3/I e12023 LICENSE • 40945 SAP 222-591-002 SHEETS w s W W as ZZ QL APS PUSH BUTTON STATION NOMINAL 4'NATIONAL PIPE THREAD (NPT) u _ NOOIZED ALUMINUM AS REOUIREO AT THE END OF THE PIPE. in DOME CAP ANCHOR ROD PLACEMENT APS PUSH BUTTON BASE (SEE MNDOTS SILICONE BEAD T..+ APPROVED/OUALIFIED PRODUCTS LIST) $ 3- REFLECTIVE 4.25' + ACCESSIBLE SHEETING P RIGID PVC CONDUIT WITH END PEDESTRIAN DRILL 25/64' 6 -BOLT PUSH BUTTON HOLES (21 CIRCLE UNIT W/SIGN FOR BLIND < SIDEWALK THREADED INSERT ANCHOR LANDING(ROUNDED)EDGEON RODS PUSH BUTTON DRILL 3/4' HOLE 112' ROUNDED RADIUS FOR WIRES GROUND LINE BREAKAWAY 3' REFLECTIVE SHEETING BASE o a 4" TRADE SIZE DIAMETER ALUMINUM SHAFT a (SCHEDULE 40 ALUMINUM - 48'LENGTH) SPUN FINISHEO.ANOOIC COATING AS PER z MIL -A -8625C FOR TYPE IL CLASS I COATING. a o 2" MIN. DRILL 4 - 3/4' HOLES 6' DEEP oo. p INSERT FOUR ANCHOR RODS USING TWO PART CROSSWALK .o I . EPDXY FOUND ON THE MNOOT APL FOR SIGNALS LKU»IIALCURB IF NEEDED R - - OPE °: COMPACTED AGGREGATE BEDDING 1:2 (V:H) SLp O7 C D 5 CONCRETE MIX 18' DIAMETER PB2-1 B 3F52 OR EQUAL \�— RIGID PVC CONDUIT SWEEP NOTES: L/— 1" RIGID PVC CONDUIT PLACEMENT AND ORIENTATION OF THE PUSH BUTTON STATION IS CRITICAL. MOUNT THE BUTTON SO THAT THE FACE IS PARALLEL WITH THE ASSOCIATED CROSSWALK. SCREW IN SHAFT TO A TIGHTENED POSITION BEFORE MOUNTING ACCESSIBLE PEDESTRIAN PUSH BUTTON UNIT TO THE SHAFT. e Y C'1 J TYPICAL APS PEDESTRIAN PUSH BUTTON LOCATION THIS IS A GENERAL DETAIL INTENDED TO SHOW THE REQUIREMENTS OF APS PUSH BUTTON LOCATION. FOR PROJECT SPECIFIC INFORMATION REGARDING PEDESTRIAN RAMP LAYOUT AND PUSH BUTTON LOCATIONS, SEE THE PLAN. SUPPLEMENTAL GUIDANCE FOR CONSTRUCTING COMPLIANT APS PUSH BUTTONS: 1O THE FACE OF THE BUTTON SHALL BE PARALLEL WITH THE OUTSIDE EDGE OF CROSSWALK. O A MINIMUM 4 FT X 4 FT LANDING AREA SHALL BE PROVIDED ADJACENT TO EACH BUTTON. WITH A 2 PERCENT MAXIMUM SLOPE IN ALL DIRECTIONS. O3 BUTTONS SHALL BE WITHIN 5 FT OF THE OUTSIDE EDGE OF THE CROSSWALK. 4O BUTTONS SHALL BE BETWEEN 1.5 FT AND 10 FT FROM THE BACK OF CURB OR EDGE OF ROADWAY. MEASURED IN THE DIRECTION OF TRAVEL. STANDALONE PUSH BUTTON STATIONS SHOULD BE 4'MINIMUM FROM THE BACK OF CURB TO AVOID KNOCKDOWNS. O BUTTONS SHALL BE AT LEAST 10 FT APART. © PROVIDE A MAINTENANCE ACCESS ROUTE (MAR)WHEREVER POSSIBLE FOR SNOW REMOVAL PURPOSES.A MAR REOUIRES A 6 FT MINIMUM CLEAR DISTANCE BETWEEN A PUSH BUTTON AND ANY OBSTRUCT IONS.INCLUDING BUILDINGS,V-CURB. ELECTRICAL FOUNDATIONS. SIGNAL CABINETS.OR ANOTHER PUSH BUTTON. OT BUTTON SHOULD BE 2 FT MINIMUM FROM RAMP GRADE BREAK AND BACK OF WALK. � I ILA v 3. 3. 6' WALK ORIENT ACCESS OPENING ON THE BREAKAWAY PEDESTAL DIRECTLY BELOW THE APS BUTTON. PLUMB THE PUSH BUTTON STATION WITH LEVELING SHIMS IN ACCORDANCE WITH STANDARD PLATE 8129. INSTALL BLIND THREADED INSERTS USING MANUFACTURER'S SPECIFIC INSERTION TOOL. USE ZINC PLATED STEEL 1/4 - 20 UNC BLIND THREADED INSERTS SUITABLE FOR MOUNTING ON SURFACE WALL THICKNESS OF .337.APPROVED BLIND INSERTS ARE LISTED ON MNOOT'S APPROVED/OUALITY PRODUCTS LIST WEBSITE FOR TRAFFIC SIGNALS. USE APS 1/4 - 20 STAINLESS STEEL MOUNTING BOLTS.APPLY BRUSH ON ANTI SEIZE COMPOUND TO BOLTS PRIOR TO ASSEMBLY. APPLY A BEAD OF 100% SILICONE SEALANT ALONG THE TOP OF THE PUSH BUTTON UNIT WHERE IT COMES IN CONTACT WITH THE 4'SHAFT. USE WHITE REFLECTIVE SHEETING AT INTERSECTION CORNERS AND YELLOW REFLECTIVE SHEETING IN CENTER MEOIANS.APPROVEO TUBE DELINEATOR SHEETING IS LISTED ON MNDOT'S APPROVE D/OUAL IF IEO PRODUCTS LIST WEBSITE FOR SIGNING. AN 18'X 6'FIBER FORMING TUBE MAY BE USED FOR THE LOWER HALF OF THE FOUNDATION WHEN CONDITIONS DO NOT ALLOW FOR THE 18'X 6'HOLE TO STAND OPEN. OTHE PUSH BUTTON STATION FOUNDATION IS MONOLITHIC (POURED AT ONE TIME)WITH THE SIDEWALK. PROVIDE A 1:2 (V:H)SLOPE GRADE WHERE THE 6'MIN SIDEWALK DEPTH TRANSITIONS TO THE 12'MIN FOUNDATION DEPTH.MAINTAIN THE COMPACTED AGGREGATE BEDDING AND THICKNESS USED FOR THE SIDEWALK THROUGHOUT THE SLOPE AND FOUNDATION GRADING.PROVIDE 1:2 (V:H)SLOPE GRADING 360 DEGREES FOR THE TRANSITION FROM THE SIDEWALK TO THE FOUNDATION WHEN THE FOUNDATION IS NOT LOCATED NEAR EDGE OF SIDEWALK AND IS SURROUNDED BY CONCRETE WALK. OENSURE CONCRETE CONTROL JOINTS AND EDGE OF CONCRETE WALK ARE A MINIMUM 9'FROM THE CENTER OF THE PUSH BUTTON FOUNDATION. a 3 tD TWIN PERPENDICULARS (SHOWN) THIS DETAIL APPLIES TO ALL DESIGNS WHEN PUSH BUTTONS ARE AT THE TOP OF A RAMP CONTRACTOR MUST USE OPTION 1 OR 2 WHEN THE APS PUSH BUTTON IS SHOWN AT THE EDGE OF WALK. OPTION USED (OR SELECTED) MUST BE THE SAME THROUGHOUT THE ENTIRE PROJECT. CONCRETE WALK 12" LANDING �• 12" OINSTALL THE MANUFACTURER PROVIDED CABLE TETHER ASSEMBLY IN ACCORDANCE WITH THE \ MANUFACTURER'S INSTALLATION INSTRUCTIONS. NO. DATE BY CHK REVISIDNS D.9T� B1i I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION. OR REPORT MAS PREPARED BY OR UNDER MAS NY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER py, gp THE urs OF THE STATE OF NIANESOTA. .-MAS /A/ p,K� Ori PRINT NAMEL // S D MANE, PE WS IV CTR I DATE S/Ib/ZU23 I LICENSE M 11 NON -WALKABLE SURFACE , OPTION 2 CONCRETE WALK SIGNAL CONTROL POINTS DISTANCE TO FRONT OF LANDING (FT) NOMINAL 4'NATIONAL PIPE THREAD (NPT) u Y AS REOUIREO AT THE END OF THE PIPE. in 3 APS PUSH BUTTON BASE (SEE MNDOTS D ww APPROVED/OUALIFIED PRODUCTS LIST) N P RIGID PVC CONDUIT WITH END w CABLE TETHER BELL (2'+/- 1/2'PROJECTION) M BOLT 5/8'(UNC) X 7 1/2' +/- 1/4' STAINLESS a STEEL ROD IN ACCORDANCE WITH MNDOT SIDEWALK 3 3385.20 RODS AND CHAMFERED LANDING(ROUNDED)EDGEON BOTH ENDS. AREA 1 112' ROUNDED RADIUS GROUND LINE a o 2" MIN. DRILL 4 - 3/4' HOLES 6' DEEP oo. p INSERT FOUR ANCHOR RODS USING TWO PART CROSSWALK .o I . EPDXY FOUND ON THE MNOOT APL FOR SIGNALS LKU»IIALCURB IF NEEDED R - - OPE °: COMPACTED AGGREGATE BEDDING 1:2 (V:H) SLp O7 C D 5 CONCRETE MIX 18' DIAMETER PB2-1 B 3F52 OR EQUAL \�— RIGID PVC CONDUIT SWEEP NOTES: L/— 1" RIGID PVC CONDUIT PLACEMENT AND ORIENTATION OF THE PUSH BUTTON STATION IS CRITICAL. MOUNT THE BUTTON SO THAT THE FACE IS PARALLEL WITH THE ASSOCIATED CROSSWALK. SCREW IN SHAFT TO A TIGHTENED POSITION BEFORE MOUNTING ACCESSIBLE PEDESTRIAN PUSH BUTTON UNIT TO THE SHAFT. e Y C'1 J TYPICAL APS PEDESTRIAN PUSH BUTTON LOCATION THIS IS A GENERAL DETAIL INTENDED TO SHOW THE REQUIREMENTS OF APS PUSH BUTTON LOCATION. FOR PROJECT SPECIFIC INFORMATION REGARDING PEDESTRIAN RAMP LAYOUT AND PUSH BUTTON LOCATIONS, SEE THE PLAN. SUPPLEMENTAL GUIDANCE FOR CONSTRUCTING COMPLIANT APS PUSH BUTTONS: 1O THE FACE OF THE BUTTON SHALL BE PARALLEL WITH THE OUTSIDE EDGE OF CROSSWALK. O A MINIMUM 4 FT X 4 FT LANDING AREA SHALL BE PROVIDED ADJACENT TO EACH BUTTON. WITH A 2 PERCENT MAXIMUM SLOPE IN ALL DIRECTIONS. O3 BUTTONS SHALL BE WITHIN 5 FT OF THE OUTSIDE EDGE OF THE CROSSWALK. 4O BUTTONS SHALL BE BETWEEN 1.5 FT AND 10 FT FROM THE BACK OF CURB OR EDGE OF ROADWAY. MEASURED IN THE DIRECTION OF TRAVEL. STANDALONE PUSH BUTTON STATIONS SHOULD BE 4'MINIMUM FROM THE BACK OF CURB TO AVOID KNOCKDOWNS. O BUTTONS SHALL BE AT LEAST 10 FT APART. © PROVIDE A MAINTENANCE ACCESS ROUTE (MAR)WHEREVER POSSIBLE FOR SNOW REMOVAL PURPOSES.A MAR REOUIRES A 6 FT MINIMUM CLEAR DISTANCE BETWEEN A PUSH BUTTON AND ANY OBSTRUCT IONS.INCLUDING BUILDINGS,V-CURB. ELECTRICAL FOUNDATIONS. SIGNAL CABINETS.OR ANOTHER PUSH BUTTON. OT BUTTON SHOULD BE 2 FT MINIMUM FROM RAMP GRADE BREAK AND BACK OF WALK. � I ILA v 3. 3. 6' WALK ORIENT ACCESS OPENING ON THE BREAKAWAY PEDESTAL DIRECTLY BELOW THE APS BUTTON. PLUMB THE PUSH BUTTON STATION WITH LEVELING SHIMS IN ACCORDANCE WITH STANDARD PLATE 8129. INSTALL BLIND THREADED INSERTS USING MANUFACTURER'S SPECIFIC INSERTION TOOL. USE ZINC PLATED STEEL 1/4 - 20 UNC BLIND THREADED INSERTS SUITABLE FOR MOUNTING ON SURFACE WALL THICKNESS OF .337.APPROVED BLIND INSERTS ARE LISTED ON MNOOT'S APPROVED/OUALITY PRODUCTS LIST WEBSITE FOR TRAFFIC SIGNALS. USE APS 1/4 - 20 STAINLESS STEEL MOUNTING BOLTS.APPLY BRUSH ON ANTI SEIZE COMPOUND TO BOLTS PRIOR TO ASSEMBLY. APPLY A BEAD OF 100% SILICONE SEALANT ALONG THE TOP OF THE PUSH BUTTON UNIT WHERE IT COMES IN CONTACT WITH THE 4'SHAFT. USE WHITE REFLECTIVE SHEETING AT INTERSECTION CORNERS AND YELLOW REFLECTIVE SHEETING IN CENTER MEOIANS.APPROVEO TUBE DELINEATOR SHEETING IS LISTED ON MNDOT'S APPROVE D/OUAL IF IEO PRODUCTS LIST WEBSITE FOR SIGNING. AN 18'X 6'FIBER FORMING TUBE MAY BE USED FOR THE LOWER HALF OF THE FOUNDATION WHEN CONDITIONS DO NOT ALLOW FOR THE 18'X 6'HOLE TO STAND OPEN. OTHE PUSH BUTTON STATION FOUNDATION IS MONOLITHIC (POURED AT ONE TIME)WITH THE SIDEWALK. PROVIDE A 1:2 (V:H)SLOPE GRADE WHERE THE 6'MIN SIDEWALK DEPTH TRANSITIONS TO THE 12'MIN FOUNDATION DEPTH.MAINTAIN THE COMPACTED AGGREGATE BEDDING AND THICKNESS USED FOR THE SIDEWALK THROUGHOUT THE SLOPE AND FOUNDATION GRADING.PROVIDE 1:2 (V:H)SLOPE GRADING 360 DEGREES FOR THE TRANSITION FROM THE SIDEWALK TO THE FOUNDATION WHEN THE FOUNDATION IS NOT LOCATED NEAR EDGE OF SIDEWALK AND IS SURROUNDED BY CONCRETE WALK. OENSURE CONCRETE CONTROL JOINTS AND EDGE OF CONCRETE WALK ARE A MINIMUM 9'FROM THE CENTER OF THE PUSH BUTTON FOUNDATION. a 3 tD TWIN PERPENDICULARS (SHOWN) THIS DETAIL APPLIES TO ALL DESIGNS WHEN PUSH BUTTONS ARE AT THE TOP OF A RAMP CONTRACTOR MUST USE OPTION 1 OR 2 WHEN THE APS PUSH BUTTON IS SHOWN AT THE EDGE OF WALK. OPTION USED (OR SELECTED) MUST BE THE SAME THROUGHOUT THE ENTIRE PROJECT. CONCRETE WALK 12" LANDING �• 12" OINSTALL THE MANUFACTURER PROVIDED CABLE TETHER ASSEMBLY IN ACCORDANCE WITH THE \ MANUFACTURER'S INSTALLATION INSTRUCTIONS. NO. DATE BY CHK REVISIDNS D.9T� B1i I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION. OR REPORT MAS PREPARED BY OR UNDER MAS NY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER py, gp THE urs OF THE STATE OF NIANESOTA. .-MAS /A/ p,K� Ori PRINT NAMEL // S D MANE, PE WS IV CTR I DATE S/Ib/ZU23 I LICENSE M 11 NON -WALKABLE SURFACE , OPTION 2 CONCRETE WALK SIGNAL CONTROL POINTS DISTANCE TO FRONT OF LANDING (FT) DISTANCE TO BACK OF LANDING (FT) SIGNAL NO.1 X I Y PB2-1 I - - A B PB4-2 I - - C D A — DISTANCE MEASURED FROM THE PUSH BUTTON TO THE FRONT OF LANDING/TOP OF RAMP B — CLEAR DISTANCE MEASURED FROM THE PUSH BUTTON TO THE BACK OF LANDING/EDGE OF WALK LANDING c111 I II C OUTSiDEI EDGECOFMDOMESEEASURINFTHE DIRECTIONROM THE PUSHBUTON TO OFT TTRAVELTHE D — CLEAR DISTANCE FROM THE PUSH BUTTON TO THE BACK OF LANDING MEASURED IN THE OPPOSITE DIRECTION OF TRAVEL NON -WALKABLE SURFACE , MCiTY�C]F Elm Street Improvements: SRTS Ont eno Monticello, Minnesota MONTICELLO, MINNESOTA APS PUSH BUTTON STATION DETAIL TRAFFIC CONTROL SIGNAL SYSTEM SAP 222-591-002 WHEN RAMP SHEET 55 OF 60 SHEETS W s W ZZ Q_ 20 3' CONDUIT PLACE CONDUIT TO THE BACK SIDE OF CABINET rgf'g 350 ATCC AND SSB CABINET EQUIPMENT PAD — SYSTEM A CAST IN—PLACE SEE INTERSECTION LAYOUT FOR CABLE INFORMATION (NOT TO SCALE) CLASS 2A ROLLLED 4.. THREAD LENGTH II I I II II I THREADS AFTER GALVINIZING o 5Q GALVINIZED NUT AND CHAMFERED END II II I I II 11 1 2" CONDUIT AND SIGNAL e • • • 2" OD WASHER ? G SERVICE CONDUCTORS TO SOP All o `° J AND 2 OD WASHER ALVINIZED NUT II I I II II 1 / • e e e 3/4" DIA. i An w III III 111111 / % 350 ATC I / / SIGNAL SERVICE - _j CABINET — I I II — CABINET c ' _j 3/4" DIA. o (TYPE SSB) .. 2 1/2"+/ 1/4" R. LL .. BACK DOOR 1' PVC CONDUIT IES 2" +/- 1/2" 3" CONDUIT STUB OUT — 6 AWG GREEN INSULATED 10" 40.5" 32.5" 9.75" (CAP BOTH ENDS) — 9" 2' STRANDED GROUNDING CONDUCTOR _ 0348 VDC_ _ ANCHOR ROD LOCATION DETAIL WET CAST 1" PVC DRAIN PIPE I r — — — — _� EPDXY ADHESIVE 07 WITH TERMINATION = — — CABINET DIVIDER = ANCHOR C HO R ROD D E T A I L VENTS I _ ��� 0 GR,RD. (SPEC.3385 TYPE A OR TYPE B ANCHOR ROD DETAIL 2" CONDUIT STUB OUT ;n AND GALVANIZED IN ACCORDANCE (SPEC. 3385 TYPE A OR TYPE B 2" (COMMS)— (CAP BOTH ENDS) ': WITH SPEC. 3392) AND GALVANIZED IN ACCORDANCE 1 1/2" CONDUIT J 2" � _ — — — — 10 - 32.5" WITH SPEC. 3392) STUB OUT — FRONT DOOR — (CAP FOR PHONE LINE/FIBER) — \\ \ D �— L CONDUIT AND \ 5( LUMINAIRE CABLES 0 TO HH 1 (SEE - � 4 1" X2" - SIGNAL CABINET \ \ d INTERSECTION LAYOUT) Tv Lw FRONT DOORS \ \\ ^A ;n CABINET a o \\ DIVIDER 9' \\ _ �� _ _ _ 1 1" PVC PIPE WITH(2) \\ Anin 2., TERMINATION VENTS 2" CONDUIT STUB OUT © \\ \ 3'1-9"{ 19" -----�3" 2 O (CAP BOTH ENDS) PROJECTION 350 ATC 11.5„ SSB SSB CABINET BASE TEMPLATE 87" MIN " MAX CABINET CABINET GROUND LINE NOTES: PLAN VIEW - 11 1 FOR THE EQUIPMENT PAD USE CONCRETE MIX 3052 WITH APPROVED *7 ' MACRO NON-METALLIC FIBERS FOR REINFORCEMENT LISTED ON MnDOT'S 0' I I CONCRETE 1 11111111 .. APPROVED/QUALIFIED PRODUCTS LIST UNDER CONCRETE 'NONMETALLIC FIBERS J [BRIDGE APPLICATIONS)'. ADD FIBERS TO THE CONCRETE MIX IN ACCORDANCE 0 o �'..J�1 I Ill 11 � `7' 1 I—PAD J� II Illlllll 1 WITH THE NON-METALIIC FIBERS MANUFACTURERS INSTRUCTIONS AND CONTRACT DOCUMENTS. vI I ` = L1 _ _ =J% 111111 v' FOR CONCRETE WALK USE CONCRETE MIX 3652.3652 CONCRETE MIX WITH NON-METALLIC FD F m 3' �L FIBERS MAY BE USED FOR THE CONCRETE WALK AND POLE FOUNDATIONS. DO NOT USE 1'MAX ll' •l ll• �_ -� NON-METALLIC WITH FIBERS AS A SUBSTITUTE FOR POLE FOUNDATIONS THE PO RTES. REINFORCEMENT IN _ _ :� �� • .v ` �• �,.. • • ' ``�• = ' CORDANCE 0 PLACE SYSTEMA DETAIL DONG SHEETTRODE SYSTEM IN 3 OF STANDARD PLATERDANCE WITH NUMBER 8106THE EXCEPTTUNDING FURNISH AND ELECTRODE INSTALL 6" COMPACTED LAYER OF GRANULAR �� 4.5' �� SUBBASE IN ACCORDANCE WITH 3149. 10 FOOT LONG GROUND ROD ELECTROOES•6 AWG GREEN INSULATED COPPER CONDUCTOR 1"X 2" SLOT GROUND ROD AND EXOTHERMIC WELDED CONNECTIONS. 40.5" FRONT VIEW (5/8" DIA,X 10'LONG) 2 CONDUIT SIZE.OUANTITY AND DIRECTION MAY VARY.FURNISH AND INSTALL CONDUITS AS SPECIFIED ON THE INTERSECTION LAYOUT PLAN SHEET. 44.5 3' 03 ENSURE THE CONDUITS FULLY ENCASED IN CONCRETE FROM ONE CABINET TO THE OTHER ON 91 ARE PLACED AT THE CORRECT DEPTH AND LOCATION TO AVOID INTERFERENCE WITH THE 350 CABINET BASE TEMPLATE NNE 3'BBIN NNEE 4' INSTALLATION OF THE ANCHOR RODS. (3'X 91 40 USE TEMPLATES WITH THE DIMENSIONS SHOWN INCLUDING OPENINGS. DIVIDERS. ANCHOR ROD HOLES AS A GUIDE TO ENSURE PROPER PLACEMENT OF THE CABINETS. CONDUITS AND 9„ SSB 9„ GROUND LINE ANCHOR ROOS.350 BASE OPENINGS FOR TEMPLATE ARE SMALLER THAN THE ACTUAL BASE OPENINGS. CABINET STEP 4" MIN. 5" MAX. 05 PLACE ANCHORS 1 3/4 INCHES - 2 1/4 INCHES ANCHOR ROD PROJECTION ABOVE THE CONCRETE PAD. FURNISH AND INSTALL ANCHOR RODS SHOWN IN THE ANCHOR ROD DETAIL FOR WET CASTING 4" CONCRETE WALK4" CONCRETE WALK ANCHORS IN WET CONCRETE. FURNISH AND INSTALL ANCHOR RODS SHOWN IN THE ANCHOR ROD DETAIL FOR EPDXY ADHESIVE IF USING ADHESIVE ANCHORS. INSERT ANCHOR RODS IN 7/8 INCH DIAMETER DRILLED HOLES.5 INCHES 12" CONCRETE PAD' '•r' DEEP WITH AN APPROVED EPDXY ADHESIVE LISTED ON MnDOT'S APPROVED/QUALIFIED PRODUCTS LIST (ACCESSIBLE PREFORMED •JOINT FILLER PR�N�RMED PEDESTRIAN SIGNAL PUSH BUTTON BASE ADHESIVE ANCHORING). DO NOT USE MECHANICAL OR CONCRETE WEDGE pp ANCHORS. LER © IF THE SITE CONDITIONS REOUIRE THE PAD TO BE PLACED WITHIN A SLOPE. INCREASE THE THICKNESS OF THE PAD BY 6 INCHES. SHAPE THE TERRAIN AROUND THE PAD FOR POSITIVE DRAINAGE. SIDE VIEW SUBB ASE ANTADCLAYER CORDANOF GRAN LAR Oj 149. FURNISH AND INSTALL A DRAIN IN THE PAD USING IINCH PVC SCH.40 PIPE FOR PLUMBING. PLACE PVC TERMINATION VENT SCREEN DESIGNED FOR PVC PIPE AT EACH ENO OF THE PIPE. PROVIDE PVC TERMINATION VENTS WITH A STAINLESS STEEL SCREEN. ENSURE THE TERMINATION VENT SCREEN AND PIPE ARE FLUSH WITH THE TOP AND SIDE OF THE PAD AND PROTECT FROM CONCRETE INTRUSION BEFORE CONCRETE PLACEMENT OPERATIONS. NO. DATE BY CHK REVISIONS DeAIgn By, I HEREBY CERTIFY THAT ,HIS PLAN. SPECIFICATION. OR REPORT MAS PREPARED BY OR UNDER SHEET MAS MY OIRECi SUPERVISION AND THAT I AM A OULY LICENSED PROFESSIONAL ENGINEER UNDER C I T Y C] F M O N T I C E L L O, MINNESOTA Rbn e„ THE L.MS a THE STATE DT NHxESOTA. 56 MAS Elm Street Improvements: SRTS CABINET DETAIL �I,aeB„ PRINT NAME: S D MARE, PE \ n �C Mofitieno Monticello, Minnesota TRAFFIC CONTROL SIGNAL SYSTEM 60 SDOF V V J ATgYM By, CTR DATE 3/� /2023 LICENSE • 40945 SAP 222-591-002 SHEETS W AS SHOWN IN THE PLAN. 1 -STRAIGHT MOUNT SIGNAL OVERHEAD AT 0' GI 7.CONTRACTOR SHALL FURNISH AND INSTALL 2'REFLECTOR TAPE TO ALL 1 -SIGN R10 -X12 MOUNTED ADJACENT TO HEAD 1-1 BACKGROUND SHIELDS. 2 -PED INDICATIONS AT 90 AND 180 DEG 8. CONTRACTOR SHALL REMOVE ANY CABLES THAT ARE NO LONGER PART OF 2 -PUSH BUTTONS AND SIGNS (R10 -4B) THE SIGNAL SYSTEM. A F&I: I O F&1: " NOTES: 1 INP: I. SEE SPECIAL PROVISIONS FOR DEPARTMENT FURNISHED MATERIALS. PA100 POLE FOUNDATION 2. THE EXACT LOCATION OF PUSH BUTTON STATIONS, SHALL BE VERIFIED TYPE PA100-A-45 1N THE FIELD BY TRAFFIC OFFICE PERSONNEL. 1 -STRAIGHT MOUNT SIGNAL OVERHEAD AT 14' 3.CONSTRUCTION OF PEDESTRIAN CURB RAMPS ARE PART OF THE CONSTRUCTION 1 -TYPE 10B -POLE MOUNTED AT 90 AND 180 DEG 1 -ONE WAY EVP DETECTOR AND CONFIRMATORY PLAN AND ARE NOT INCLUDED IN PAYMENT FOR THE SIGNAL SYSTEM. LIGHT (PHASES 01 & 06) 5. THIS PLAN SPECIFIES CONDUIT SIZES, TYPES, AND GENERAL LOCATIONS. 2 -TYPE D SIGN PANELS THE EXACT LOCATIONS WILL BE DETERMINED IN THE FIELD. CONDUITS 3" CONDUIT TO HH 1: UNDER THE ROADWAYS MAY REOUIRE BORING. 2-12/C 12 LIGHT (PHASE 04) 1-3/C 12 6. ALL NEW CONDUIT SHALL BE PVC - SCHEDULE 80 OR HDPE SCHEDULE 1-3/C 20 80 AND SHALL CARRY 1/C•6 GREEN INSULATED GROUNDING CONDUCTOR V AS SHOWN IN THE PLAN. 1 -STRAIGHT MOUNT SIGNAL OVERHEAD AT 0' GI 7.CONTRACTOR SHALL FURNISH AND INSTALL 2'REFLECTOR TAPE TO ALL 1 -SIGN R10 -X12 MOUNTED ADJACENT TO HEAD 1-1 BACKGROUND SHIELDS. 2 -PED INDICATIONS AT 90 AND 180 DEG 8. CONTRACTOR SHALL REMOVE ANY CABLES THAT ARE NO LONGER PART OF 2 -PUSH BUTTONS AND SIGNS (R10 -4B) THE SIGNAL SYSTEM. A F&I: I O F&1: " INP: — — SERVICE CABINET HH 9 1 2/C 14 i CONTROLLER AND CABINET 2-2/C 14 INP: 4 O INP: O HH 13L EOUIPMENT PAD - SEE DETAIL O I 4" CONDUIT TO HH 1: 4" CONDUIT TO HH 12: HH 1 4-12/C 12 4-12/C 12 LIGHT (PHASE 04) 2-3/C 12 2-3/C 12 O 2-3/C 20 2-3/C 20 6-2/C 14 8-2/C 14 -ALL SIGNAL INDICATIONS SHALL BE 12" LED -ALL SIGNAL HEADS SHALL BE BLACK POLYCARBONATE WITH BACKGROUND SHIELDS -2" TAPE ON BACKGROUND SHIELD • F&I: / F&1: 4 2/C 14 (SHLD) 4 2/C 14 (SHLD) 2-4/C 18 (VIDEO) 2-4/C 18 (VIDEO) 2" CONDUIT TO SERVICE CABINET 2-1/C 6 1-1/C 6 INS. GR. 2-3"CONDUIT STUBBED OUT FROM CONTROLLER CABINET TO SOUTH SERVICE CABINET TO HH 12: 2" CONDUIT 1-3/C 12 (LUM) SERVICE CABINET TO HH 13: 2" CONDUIT 3-1/C 2 IBJ SOP EXISTING WOOD POLE CONTROLLER PHASING, PEDESTRIAN St INDICATIONS AND PUSH BUTTONS P M Ol PB6-2 ua O • U P136-1 N a_ C CSAH 75 P\4U-1 P8-2 6 1 5 ____0 2 � P4-2 P8-1 CSAH 75 Nm N f 40-1 t �00 CID N H N00 CL d T 0- PB2-1 r + In PB2-2 03 Lan 8 PEDESTRIAN PUSH BUTTONS SHALL BE LOCATED AS SHOWN ABOVE NO. I DATE I BY I CHK I REVISIONS 1 -STRAIGHT MOUNT SIGNAL OVERHEAD AT 0' i 1 -SIGN RI 0 - MOUNTED NEXT TO HEAD 5-1 2-C. D. PED IND AT 90 AND 180 DEC 1-4/C 18 (VIDEO) INP: I I 2" CONDUIT F&I: PED PUSH BUTTON STATION 1 -APS PEDESTRIAN PUSH BUTTON AND SIGN (LT ARROW PB4-1) 1' CONDUIT INTO HH 12: F&I: 1-2/C 14 (SHLD) • PED PUSH BUTTON STATION 1 1/C 6 INS GR 1 -APS PEDESTRIAN PUSH BUTTON AND SIGN (RT ARROW P136-2) 1' CONDUIT INTO HH 1: 1-2/C 14 (SHLD) 1-1/C 6 INS GR INP: 4" CONDUIT 4-12/C 12 2-3/C 12 2-3/C 20 8-2/C 14 1-3/C 12 (LUM) 3-1/C 2 i FACE INP: — — 2" CONDUIT HH 9 1 2/C 14 i 1 & 6 2-2/C 14 INP: 4 O I O HH 13L 4-1, 4-2, 4-3 O I O 2 -TYPE 1OB-POLE MOUNTED AT 90 AND 180 DEG HH 1 O At F&I: ]a (SHLD) CSAH 75 (W BROADWAY ST) Ale 2-4/C 18 (VIDEO) (3 0 MPH) I INP: 4" CONDUIT 4-12/C 12 2-3/C 12 2-3/C 20 6-2/C 14 1-3/C 12 (LUM) HH 11 I F&I: FACE 4 2/C 14 (SHLD) — — — — — — — 2 4/C 18 (VIDEO) INP: HH 9 2" CONDUIT 1 & 6 2-2/C 14 INP: 4 O O4 PA85 POLE FOUNDATION O TYPE PA85 A-20 4-1, 4-2, 4-3 1 -STRAIGHT MOUNT SIGNALS OVERHEAD AT 0' O 2 -TYPE 1OB-POLE MOUNTED AT 90 AND 180 DEG 5-1,5-2 1 -ONE WAY EVP DETECTOR AND CONFIRMATORY LIGHT (PHASE 04) 6-1,6-2 2 -TYPE D SIGN PANELS 3" CONDUIT TO HH 9: F&1: 2-12/C 12 PED PUSH BUTTON STATION 1-3/C 12 1 -APS PEDESTRIAN PUSH BUTTON 1-3/C 20AND SIGN (RT ARROW PB4-2) REMOVE: ]'CONDUIT INTO HH 9: 2 -PED INDICATIONS AT 90 AND 180 DEG I -2/C 14 (SHLD) 2 -PUSH BUTTONS AND SIGNS (R10 -4B) 1 1/C 6 INS GR F&I: 2-C. D. PED IND AT 90 AND 180 DEG 1 -APS PB AND SIGN (LT ARROW)(PB2-1) ON PB POLE MOUNT ADAPTOR 1-2/C 14 (SHLD) 1-4/C 18 (VIDEO) SIGNAL SYSTEM OPERATION THE SIGNAL SYSTEM FLASH MODE IS ALL RED. NORMAL OPERATION IS 6 PHASE WITH PHASE 1 &5 FYA BY TIME OF DAY PHASES 2 AND 6 SHALL BE ON VEHICLE RECALL. F&I: PED PUSH BUTTON STATION 1 -APS PEDESTRIAN PUSH BUTTON AND SIGN (RT ARROW PB8-2) ]'CONDUIT INTO HH 4: 1-2/C 14 (SHLD) 1-1/C 6 INS GR INP: /-4" CONDUIT 2-12/C 12 1-3/C 12 1-3/C 20 4-2/C 14 REMOVE: 1-3/C 12 F&I: 2-2/C 14 (SHLD) 1-4/C 18 (VIDEO) O INP: PA85 POLE FOUNDATION TYPE PA85-A-20 I -STRAIGHT MOUNT SIGNALS OVERHEAD AT 0' 2 -TYPE 10B -POLE MOUNTED AT 90 AND 180 DEG 1 -ONE WAY EVP DETECTOR AND CONFIRMATORY LIGHT (PHASE 08) 2 -TYPE D SIGN PANELS 3" CONDUIT TO HH 3: 2-12/C 12 l -3/C 12 l -3/C 20 REMOVE: 2 -PED INDICATIONS AT 90 AND 180 DEG 2 -PUSH BUTTONS AND SIGNS (R10 -4B) F&1: 2-C. D. PED IND AT 90 AND 180 DEG 1-APSPUSH BUTTON AND SIGN (LT ARROW) (PB6-1) ON PB POLE MOUNT ADAPTOR 1-2/C 14 (SHLD) 1-4/C 18 (VIDEO) DENOTES REVISE SIGNAL SYSTEM PAY ITEM WORK, ALL OTHER ITEMS SHOWN ARE INPLACE. HH 3 2 INP: INP: 2" CONDUIT 2" CONDUIT 4-2/C 14 INP: 2-2/C 14 3" CONDUIT 4 HH 2-2/C 14 X21 > - --- - -rt !-3 ✓ a 8 L" V-1 6-1 00 1 & 6 EVP 1-1 5-1 2 & 5 EVP ✓tC LL a 4 1 w 'r 2 1 _Yr�(4-� I✓ A A OU SCALE IN FEET 0 20 40 SIGNAL FACE CHART FACE R Y G RLA YLA FYA GLA 1-1.1-2 1 MAST ARM 1 & 6 4-- �+_ 4-- 4-- --2-1,2-2 2-1,2-2 O O O 4-1, 4-2, 4-3 O O O 5-1,5-2 INP: 4-- 4-- 4-- 4-- --6-1,6-2 6-1,6-2 O O O 8-1, 8-2, 8-3 -ALL SIGNAL INDICATIONS SHALL BE 12" LED -ALL SIGNAL HEADS SHALL BE BLACK POLYCARBONATE WITH BACKGROUND SHIELDS -2" TAPE ON BACKGROUND SHIELD I� CSAH 75 (W BROADWAY ST) (30 SII) 1 II HH 6 -6� _1 00,11i'11,210M INP: 4" CONDUIT 2-12/C 12 13/C 12 i 1-3/C 20 4-2/C 14 I 1-3/C 12 (LUM) F&1: I 2-2/C 14 (SHLD) 1-4/C 18 (VIDEO) INP: 2" CONDUIT 1-2/C 14 F&I: It PED PUSH BUTTON STATION 1 -APS PEDESTRIAN PUSH BUTTON AND SIGN (LT ARROW PB8-1l 1' CONDUIT INTO HH 7- 1-2/C 14 (SHLD) 1-1/C 6 INS OR PA100 POLE FOUNDATION TYPE PA100-A-40-D40-9 (DAVIT AT 350 DEG) LUMINAIRE-250 W HPS (SHOEBOX FIXTURE) 1 -STRAIGHT MOUNT SIGNAL OVERHEAD AT 12' 2 -TYPE 1OB-POLE MOUNTED AT 90 AND 180 DEG 1 -ONE WAY EVP DETECTOR AND CONFIRMATORY LIGHT (PHASES 02 & 05) 2 -TYPE D SIGN PANELS 3" CONDUIT TO HH 7: 2-12/C 12 1-3/C 12 1-3/C20 REMOVE: 1 -STRAIGHT MOUNT SIGNAL OVERHEAD AT 0' 1 -SIGN R10 -X12 MOUNTED ADJACENT TO HEAD 5-1 2 -PED INDICATIONS AT 90 AND 180 DEG 2 -PUSH BUTTONS AND SIGNS (R10 -4B) F&1: 1 -STRAIGHT MOUNT SIGNAL OVERHEAD AT 0' 1 -SIGN R10 -X12 MOUNTED NEXT TO HEAD 5-1 2-C. D. PED IND AT 90 AND 180 DEG 1-4/C 18 (VIDEO) VIDEO DETECTION F&I: CAMERA LOCATION NO. TYPE POLE MOUNT LOC. PHASE PED PUSH BUTTON STATION 1 MAST ARM 1 & 6 1 -APS PEDESTRIAN PUSH BUTTON 2 MAST ARM 4 AND SIGN (RT ARROW PB2-2) 3 MAST ARM 2 & 5 1' CONDUIT INTO HH 7: 3 O 8 1-2/C 14 (SHLD) INP: 1-1/C 6 INS GR PA100 POLE FOUNDATION TYPE PA100-A-40-D40-9 (DAVIT AT 350 DEG) LUMINAIRE-250 W HPS (SHOEBOX FIXTURE) 1 -STRAIGHT MOUNT SIGNAL OVERHEAD AT 12' 2 -TYPE 1OB-POLE MOUNTED AT 90 AND 180 DEG 1 -ONE WAY EVP DETECTOR AND CONFIRMATORY LIGHT (PHASES 02 & 05) 2 -TYPE D SIGN PANELS 3" CONDUIT TO HH 7: 2-12/C 12 1-3/C 12 1-3/C20 REMOVE: 1 -STRAIGHT MOUNT SIGNAL OVERHEAD AT 0' 1 -SIGN R10 -X12 MOUNTED ADJACENT TO HEAD 5-1 2 -PED INDICATIONS AT 90 AND 180 DEG 2 -PUSH BUTTONS AND SIGNS (R10 -4B) F&1: 1 -STRAIGHT MOUNT SIGNAL OVERHEAD AT 0' 1 -SIGN R10 -X12 MOUNTED NEXT TO HEAD 5-1 2-C. D. PED IND AT 90 AND 180 DEG 1-4/C 18 (VIDEO) VIDEO DETECTION CAMERA LOCATION NO. TYPE POLE MOUNT LOC. PHASE V-1 DIRECTIONAL 1 MAST ARM 1 & 6 V-2 DIRECTIONAL 2 MAST ARM 4 V-3 DIRECTIONAL 3 MAST ARM 2 & 5 DIRECTIONAL 4 MAST ARM 8 �V4 EO DETECTION CAMERAS AND MOUNTING ARDWARE ARE STATE FURNISHED. I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION. OR REPORT WAS PREPARED BY OR UNDER SHEET MAS MY DIRECT SUPERVISION AND MAT I AM A OULY LICENSED PROFESSIONAL ENGINEER UNDER C I T Y o f M O N T I C E L L O, MINNESOTA TNI: LAK 6 THE STATE OF N11N SOTA. 57 MAS Iw Elm Street Improvements: SRTS TRAFFIC CONTROL SIGNAL SYSTEM PRINT NAMEL 5 D RE PE � /� /[� y \ Monti�efloMonticello, Minnesota INTERSECTION LAYOUT 60 OF SD V\V/JI,V) CTR DATE 3/1 /2023LICENSE 40945 SAP 222-591-002 SHEETS 2 W u - (8-1 (s 1 � — — — -0 -— �0-— 7 - 0— — 0— � — P4-1 P� — — 10 } — 06 EVP DETECTOR 06 EVP 11 12 TO EVP _ — � � XUB LIGHT — It INS. G 0 1 vl PED PB STA / DETECTOR M PB6-2 TO PB 14 '' Hi � 1 1 IL 14.80 — I — 7-21,80 HH 2 I I NOTES: 1. SIGNAL SYSTEM INCLUDES BATTERY BACKUP SERVICE CABINET g 1 5 2 O WITH BATTERY BACKUP EOUIPMENT BUT WITHOUT BATTERIES. O 2. SIGNAL SYSTEM INCLUDES BATTERY BACKUP SERVICE CABINET (} — PG -1P8-2 2) WITH BATTERY BACKUP EQUIPMENT AND BATTERIES. w — --w --L15 -0 NN -0 116 PB6-1 — - - 17 --E)08 1g — } — EVP L — LIGHT EVP HH r CIETBECTOR DETECTOR 20 1 L X B 9 TO P_ HH r HH 4 HH 2L r 1 r —1 —INS—-- I PED PB STA -21, 80� 80�PB8-2 I TO PB CONTROLLER CABINET — RED — YEL — GRN 1-1 — — NEU — FYA 7 — — SPR SPIR — — NEU — — YELL } 6-1 — GRN — — NEU — — YL EL6-2 GRN — — NEU L --—YELL �83 L — — GRN NEU — — SPR SPIR — — SPR — — NEU 9 — — WLK r — — NEU } P6-2 — DWK — — — WLK 1 — — NEU } P4-1 — DWK F NEU 06 EVP LT 1 - - SPR 12 -- 01 & 06 - EVP — DETECTOR 13 V-1 DETECTOR 14C PB6-2 — — YL EL8-1 GRN — — NEU — RED L15-- _ — YEL — GRN 5-2 — NEU — FYA SPIR — — SPR `-—EOG r — RED YEL ~ — — CRN 8-2 — — NEU F16 — — WLK DWK P8-2 L — — SPR NEU I_ — — WLK P6-1 OWK — - SPR `--EOG 1� PB6-1 08 EVP LT L — - SPR L19_ — 08 — EVP — DETECTOR 20 V-2 DETECTOR 21 PB8-2 22 PB4-1 23 PB4-2 180 INS. GR. RED — 4-2 YEL - — GRN - — NEU - — P4-2 WLK - — DWK - — --L24� SPR - _ J NEU - I P2-1 -E WLK - — SPR - — EOG — — RED — 4-1 YEL — GRN — NEU — RED — — --L25 J 1-2 GRN — — { NEU — — --I FYA— -- SPR — SPR — — — EOG — PB2-1 ===F26J 04 EVP LT - _ — .�7 I NEU - J} SPR- I 04 - — EVP — _ +2B� DETECTOR — J V-4 29 DETECTOR RED — YEL - 5-1 GRN — — — NEU — — FYA — — SPR — — 30 1 SPR — — NEU — — I 2-1 RED — — — YEL — — GRN — — NEU — — 2-2 YEL — — GRN — — — NEU — — RED — — 4-3 GRN— — �1� NEU — — SPR - — — SPR - — SPR - — — NEU - — WLK - — — 32 P2-2 NEU _ � 1 DWK - WLK P8 1 NEU — — DWK — 02& 05 EVP LT — 34 1 NEU — 7 SPR — 02 & 05 — _351 EVP — DETECTOR — I V-3 36 DETECTOR PB2-2 38 PB8-1 81 INS. GR. 81 SIGNAL — — 2 L SERVICE J DENOTES REVISE SIGNAL SYSTEM PAY ITEM WORK. ALL OTHER ITEMS SHOWN ARE INPLACE. INS. GR. PED PB STA PB4-1 22 —LLP r-1 NNNNHH 12 HH 41 22-38, 81 — _ I 3,23-38.81A I Ni SERVICE CABINET LED LUMINAIRE 3 _ 2 3-1/Cu6 SIGNAL INS. GR_ SERVICE INPUT—_3-1/C•2 I _ POWER J LH l3 I I 1 LH 14 sop ) (4 1 P4-2 P2-1 I 0- O 0- � — 0-4 (� 4 1-2 (4 — q 24 r0 PB F25_�— — —� � — PB2-1 — 04 EVP 04 0-- — — DETECTOR EVP (30-- — * LIGHT — J 2J 28 TO EVP - r � NU8 - 29 N �OV 4 EECTOR 30J I --O-— IIN 1HH 3.30-38.81 3.23-38.81 J — I _ 23-81 INS PE DB B TA • LHO 2 23 r0 PB LUMINAIRE— I _ TO+3 1\ OM= (4-1 (2-� 5 1 (2� _ -0 e---4 -31 —L 30J I --O-— P8-1 — P27 133 } � T M - � _ { ~ J2 L 321 — EVP m DETECTOR 02 (� EVP _ { 3 35 TO EVP - XUB LIGHT — J L - I V3 361 DETECTOR M 81 INS. GR. M aol. PED PB STA INS. GR. PB8- I ( 38 TOPB 81 LHS PED62-2 PB TA - 37. 81 J TO PB 37 I HH S -- i I I I I NO. I DATE I BY CHIC I REVISIONS I XDIREC CERA THAI 1X15 PLAN. SPECIFICATION. DR REPORT WAS PREP>AIN ER OR ER M O N T I C E L L O , MINNESOTA SHEET IYiQS a° DIRECT SUPERVISION IRO THAT I AM R FICA LICENSED PROSESSIONPI ENGINEER UNDER RE LATS pE THE STATE DE RDN (]T1. `-1 " Y "F Elm Street Improvements: SRT 58 eri p WIRING DIAGRAM MDS PRINT NAME: 5 D RE PE ` /� /� I/'� -'Mon 7�-�sp n OF cl.�•.oBorAl V\V, jb Vi1�6Le o Monticello, Minnesota TRAFFIC CONTROL SIGNAL SYSTEM 60 �� a>Y CTR DATE 3/1 /2023 LICENSE • 40945 1 SAP 222-591-002 SHEETS NOTES: 1) LOCATION OF POLES, LOOP DETECTORS, EQUIPMENT PAD AND HANDHOLES SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER. 2) EACH SIGNAL FACE SHALL HAVE BACKGROUND SHIELD. 3) PEDESTRIAN INDICATIONS SHALL BE ONE SECTION HAND/ WALKING PERSON INDICATIONS. SEE SPECIAL PROVISIONS. 4) SEE SPECIAL PROVISIONS FOR INFORMATION REGARDING COUNTY FURNISHED MATERIALS. 5) LOOP DETECTORS SHALL BE I145TALLED IN NON–METALLIC CONDUIT. SEE SPECIAL PROVISIONS AND DETAILS. 6) CONTRACTOR SHALL PROVIDE EXTENDED BRACKETS FOR EACH POLE MOUNTED VEHICLE & PEDESTRIAN SIGNAL FACE. 7) A 3/4" HALF COUPLING. 3/4' PIPE NIPPLE AND CONDUIT OUTLET BODY SHALL BE FURNISHED AND INSTALLED 6' FROM THE END OF EACH MAST ARM (FOR EVP). 8) ALL VEHICLE AND PEDESTRIAN SIGNAL INDICATIONS SHALL BE LED. SEE SPECIAL PROVISIONS. 9) SEE SPECIAL PROVISIONS AND DETAILS REGARDING SIGNING. CONCRETE WALK AND PEDESTRIAN CURB RAMPS TO BE FURNISHED AND INSTALLED BY CONTRACTOR, AND TREE REMOVAL TO BE COMPLETED BY CONTRACTOR (ALL TO BE CONSIDERED INCIDENTAL TO ITEM N0.2565.511). 10) CONTRACTOR SHALL COORDINATE ALL SIGNAL INSTALLATION WORK WITH ROAD WORK TO BE COMPLETED BY OTHERS AS PART OF THE ENTIRE PROJECT. SEE SPECIAL PROVISIONS. 11) SEE SPECIAL PROVISIONS AND DETAILS REGARDING EXTERNAL OUTLET AND ENCLOSURE TO BE FURNISHED AND INSTALLED BY CONTRACTOR ON OUTSIDE OF SIGNAL SERVICE CABINET (FOR USE BY CITY OF MON-1ICELLO). N.M.C. LOOP DETECTORS NUMBER SI2E (FT.) LOCATION FUNCTION DI -1 2-6x6 20' & 50' 3 DI -2 2-6x6 5' & 35' 3 D2-1 6x6 160' 1 02-2 6x6 1$O' 1 64-1 6x10 120' 2 D4-2 2--6x8 5' & 2D' 3 D5-1 2--6x6 20' & 50' 3 D5-2 2-6x6 5' & 35' 3 D6-1 6x6 18O' 1 D6-2 6x6 180 1 D8--1 6x6 120' 2 DS -2 6x1O&6x6 0' & 10' 3 D8-3 2-64 10' & 40' 3 D8-4 2-6x6 0' & 25' 3 FUNCTIONS: 1) – CALL AND EXTEN9 2 - EXTEND ONLY 3 = DELAYED CALL AND IMMEDIATE EXTEND NOTE_ LOCATION = DISTANCE FROM CROSSWALK TO FRONT OF LOOP DETECTOR. F &1 4' CONCRETE WALK & PED CURB RAMP 4'R.S.C, 4-12 3 0c#12¢12 6– 2'R.S.C. 3-1/c#2 B-2/c�14 1-3/c#12 (LUM) 0I (future eldewalk–bx others) ... _...._............................ -_. .-. .......- - ....... ... ..... .. - -- ................ _......-. H CSAH 75 (WEST BROADWAY) (30 mph) EIIIIIIIN D5-1 D5-2 D2-21 I 13.5' 1 I=* D2-1 U' 14' 1 \-2-N.M.C. 4"R.S.C.� 4-12/c#12 NOTE: FURNISH AND INSTALL—/2-2/c#14 V TYPE PA1O0–A-45 LOOP DETECTOR D2-1, BUT DO 6-3/c#12 2-3/c#20 NOT MAKE OPERATIONAL AT THIS TIME. 6-2/0#14 • 1-3/0#12 (LUM) V PA85 POLE FOUNDATION �I TYPE PA85—A-20 ONE WAY SIGNAL—OVERHEAD 2—TYPE 100—POLE MOUNTED 90' & 180' CONTROLLER PHASING, PEDESTRIAN 2 -PEDESTRIAN PUSH BUTTONS AND SIGNS (RID -4b) INDICATIONS AND PUSH BUTTONS 2 -TYPE D SIGN PANELS (D -7,B) ONE WAY EVP DETECTOR AND LIGHT (04) 04 EXTEND INTO H.H.9: .r Q> R4r' ® 3'R.S.C. Pj o TE .5F -r- -gwEET 3 A 2-12 c+L12 P84-1 P6-2 PB8-2 2-3/c#12 ---�� P86-2 P6_ P86-1 1-3/0#20 CSAH 75 46 P4-1 P8-2 1241 6 SIGNAL SYSTEM OPERATIONS: 05, P8-11 –SIGNAL SYSTEM FLASH MODE SHALL BE S 02t [SAH 75 ALL RED. P62-1 P2-2 PB2-2 –NORMAL OPERATION SHALL BE 6 PHASE, P84-2 2_1 PBS -1 �1 WITH PHASES 1 AND 5 BEING PROTECTED/ Locate Pod PERMISSIVE LEFT TURN PHASES. 08 Push Buttons –VEHICLE SIGNAL PHASES 2 AND 6 SHALL CSAH 39/Elm St. As Sh— OPERATE ON RECALL M (D U2 Q "(9.1.. y 06 EVP IN, {!-3 4-2 �DS–qD1 g_ H.H.4 D1-2 31-1 11 D1-2 01-1 02 EVP I=> PASS POLE FOUNDATION TYPE PAB5–A-20 ONE WAY SIGNAL --OVERHEAD 2–TYPE IOB–POLE MOUNTED 90' & 180' 2–PEDESTRIAN PUSH BUTTONS AND SIGNS (RIO -4b) 2–TYPE D SIGN PANELS (D-3,4) ONE WAY EVP DETECTOR AND LIGHT (08; EXTEND INTO H.H.3: 3"R.S.C. 2-12/0#12 2-3 c#12 1-3/c#20 F&14" I 5 CONCRETE WALK 7 INPLACE TREE -70 BE REMOVED 1-11 BY CONTRACTOR (SEE SPECIAL PROVISIONS) 4'R.S_C. 2-12/c#1 2 4-3/c#1 2 1-3/0#20 4-2/0#14 1-3/c#12 (LURA) 20 1D 0 20 40 15 5 . 1� *1k EQUIPMENT PAD – SEE DETAILS INSTALL CONTROLLER AND CABINET (FURNISHED BY COUNTY) SIGNAL SERVICE CABINET EXTERNAL OUTLET AND ENCLOSURE (MOUNT ON WEST SIDE OF SIGNAL SERVICE CABINET) CONTROLLER CABINET TO 11.11.1: SERVICE CABINET TO H.H.12: 4"R.S.C. 2"R.S.C. 4-120#'12 1-3/c#12 (LUM) 6-3/c#12 2-3/c#20 SERVICE CABINET 7O H.H.13: 2"R.S.C. $-2/c#14 3-1/c#2 CONTROLLER CABINET TO H -H-12: 13ET EEN SERVICE CABINET AND 4'R.S.C. CONTROLLER CABINET: 4-12/c#12 2"R.S.C. F, -3/c#12 2-1/c#6 2-3/C#20 1-1/c#6 Ins. Gr. 8-2/c#14 STUB OUT 2-3'R.S.C. FROM CONTROLLER CABINET TO SOUTH (THREAD AND CAP BOTH ENDS–FOR FUTURE USE) suture sidewalk–b th.imj. 11' P 06-1 11' D6-2 � 11' 71' 11' CSAH 75 (WEST BROADWAY) (30 mph) PA100 POLE FOUNDATION TYPE W HPS (SHOEBOX FIXTURE)) 2–ONE WAY SIGNALS–OVERHEAD (0' & 12' FROM END OF MAST ARM) 2–TYPE 100–POLE MOUNTED 90' & 100' 2–PEDESTRIAN PUSH BUTTONS AND SIGNS (RID -4) 2–TYPE D SIGN PANELS (D-5,6) RID -12 SIGN PANEL–ADJACENT TO 2-3 ONE WAY EVP DETECTOR AND LIGHT (02) EXTEND INTO H.H.7: 3'R.S.C, 2-12/0#12 4-3 c#12 1-3/C#20 1-3/0#12 (LUM) FOR INFORMATION ONLY SIGNAL HEAD PHASING HEADS HEADS (91(9(9.9 R 72 Y rfi G INPLACE WOOD POLE (S.O.P.) (XCEL ENERGY) 2'R.S.C, RISER AND WEATHERHEAD 3-1/c#2 EXTEND INTO H.H.14: 2'R.S.C. 3-1 /c1j2 LED SIGNAL FACES PA100 POLE FOUNDATION SIGNAL INDICATIONS V TYPE PA1O0–A-45 SHALL BE 12'. 2–ONE WAY SIGNALS–OVERHEAD (0' & 14' w n FROM END OF MAST ARM) • 2–TYPE 1013–POLE MOUNTED 90' & 1B0' trl 2–PEDESTRIAN PUSH BUTTONS AND SIGNS (R10 -4b) a 2–TYPE 0 SIGN PANELS (D-1,2) W R10-12 SIGN PANEL–ADJACENT TO 6-3 ONE WAY EVP DETECTOR AND LIGHT (06) r EXTEND INTO H.HA: 3'R•S.G. 2-12/c#12 4-3/c#12 1-3/c#20 I e I M (D U2 Q "(9.1.. y 06 EVP IN, {!-3 4-2 �DS–qD1 g_ H.H.4 D1-2 31-1 11 D1-2 01-1 02 EVP I=> PASS POLE FOUNDATION TYPE PAB5–A-20 ONE WAY SIGNAL --OVERHEAD 2–TYPE IOB–POLE MOUNTED 90' & 180' 2–PEDESTRIAN PUSH BUTTONS AND SIGNS (RIO -4b) 2–TYPE D SIGN PANELS (D-3,4) ONE WAY EVP DETECTOR AND LIGHT (08; EXTEND INTO H.H.3: 3"R.S.C. 2-12/0#12 2-3 c#12 1-3/c#20 F&14" I 5 CONCRETE WALK 7 INPLACE TREE -70 BE REMOVED 1-11 BY CONTRACTOR (SEE SPECIAL PROVISIONS) 4'R.S_C. 2-12/c#1 2 4-3/c#1 2 1-3/0#20 4-2/0#14 1-3/c#12 (LURA) 20 1D 0 20 40 15 5 . 1� *1k EQUIPMENT PAD – SEE DETAILS INSTALL CONTROLLER AND CABINET (FURNISHED BY COUNTY) SIGNAL SERVICE CABINET EXTERNAL OUTLET AND ENCLOSURE (MOUNT ON WEST SIDE OF SIGNAL SERVICE CABINET) CONTROLLER CABINET TO 11.11.1: SERVICE CABINET TO H.H.12: 4"R.S.C. 2"R.S.C. 4-120#'12 1-3/c#12 (LUM) 6-3/c#12 2-3/c#20 SERVICE CABINET 7O H.H.13: 2"R.S.C. $-2/c#14 3-1/c#2 CONTROLLER CABINET TO H -H-12: 13ET EEN SERVICE CABINET AND 4'R.S.C. CONTROLLER CABINET: 4-12/c#12 2"R.S.C. F, -3/c#12 2-1/c#6 2-3/C#20 1-1/c#6 Ins. Gr. 8-2/c#14 STUB OUT 2-3'R.S.C. FROM CONTROLLER CABINET TO SOUTH (THREAD AND CAP BOTH ENDS–FOR FUTURE USE) suture sidewalk–b th.imj. 11' P 06-1 11' D6-2 � 11' 71' 11' CSAH 75 (WEST BROADWAY) (30 mph) PA100 POLE FOUNDATION TYPE W HPS (SHOEBOX FIXTURE)) 2–ONE WAY SIGNALS–OVERHEAD (0' & 12' FROM END OF MAST ARM) 2–TYPE 100–POLE MOUNTED 90' & 100' 2–PEDESTRIAN PUSH BUTTONS AND SIGNS (RID -4) 2–TYPE D SIGN PANELS (D-5,6) RID -12 SIGN PANEL–ADJACENT TO 2-3 ONE WAY EVP DETECTOR AND LIGHT (02) EXTEND INTO H.H.7: 3'R.S.C, 2-12/0#12 4-3 c#12 1-3/C#20 1-3/0#12 (LUM) FOR INFORMATION ONLY SIGNAL HEAD PHASING HEADS HEADS (91(9(9.9 R 72 Y rfi G INPLACE WOOD POLE (S.O.P.) (XCEL ENERGY) 2'R.S.C, RISER AND WEATHERHEAD 3-1/c#2 EXTEND INTO H.H.14: 2'R.S.C. 3-1 /c1j2 LED SIGNAL FACES SIGNAL INDICATIONS SIGNAL FACE SHALL BE 12'. R Y G 1. 2-2 • �2�_3, 2-4. 4 2. 4 3 4YG 6-1, 6-2 6-3, 6-4 8-1, 8-2. 8-3 r S.A.P. 86-675-14 I r. c un NO. I DATE I BY CHK I REVISIONS °OSQ' °� I HEREBY CERTIFY THAT THIS AN. SPECIFICATION. OR REPORT WAS PREPARED BY OR UNDER SHEET MAS MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER M O N T I C E L L O, MINNESOTA TNT en THE LAWS v THE STATE DF NITe sou. A 59 MAS Elm Street Improvements: SRTS FOR INFORMATION ONLYcT.cNle ByN PRINT NAMEr S DRE PE \ /� /("�y \ Mon4i�effioMonticello, Minnesota TRAFFIC CONTROL SIGNAL SYSTEM 60 OF SD V \V/ J 11V/ ATpr W Bri CTR DATE 3/1 /2023 LICENSE ° 40945 SAP 222-591-002 SHEETS H.H.3 H. H.4 H.H.5 P138-2 4-3 YEL 29 H.H.$ 4-3 GRN 17-18 13 08 EVP LT 4-3 NEU 39 39 36 37 38 28-39 1 -18 15-18 15 16 NEU SPR 15-16 SPR SPR SPP. 14 08 EQG EVP DETECTOR D6-1 D6-2 D8-1 D8-2 D8-3 38-4 S.A.P. 86-675-14 FOR INFORMATION ONLY NO. DATE BY CHN REVISIONS DesTyr Bw I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION. OR REPORT WAS PREPARED BY OR UNDER SHEET MAS MY DIRECT SUPERVISION AND THAT I AM A OULY LICENSED PROFESSIONk ENGINEER ORDER M O N T I C E L L O, MINNESOTA Py, er THE uWs v THE STATE DF NIT. sorA. � (- I 1 1' C) F 60 MAS Elm Street Improvements: SRTS FOR INFORMATION ONLY ErMCN•O ByN PRINT NAME: S o RE PE \ ^ �C �'%. Montieflo Monticello, Minnesota TRAFFIC CONTROL SIGNAL SYSTEM 60 OF SD �/ �/ J ARRr•wa er CTR DATE 3/19/2023 LICENSE • 40945 SAP 222-591-002 SHEETS CONTROLLER AND CABINET 1 CONDUCTOR GQLO12 COOING -1 6-2 RED S-3 2-1 Zc#10 8 3 6-1 YEL 6-3 GRN 6-3 R NEU 6-3 15 12/c 2 3 c 2 YLTA 6-3 D6-1 PB2-2 30 4-2 P�2 P2-1 1 GLTA 6-3 NEU 2 SPR NEU 6-1 16 36-2 Pe6-1 - BILK AW 1 RED 6-1 17 YEL 6-1 GRN 8-1 DI -1 P2-2 TALK Y EQG D7-2 t8 P2-2 NEU 31 BL 314; 20 21 P2-2 DVM 0 P4-1 RED 6-2 D5-1 19 NOTE: 5 YEL 6-2 GRN 6-2 P8-1 WLK ALL TERMINAL BLOCK CONNECTIONS PB5-2 PB4-1 NEU 6--2 D5-2 20 P8-1 NEU 32 SHALL BE ARRANGED AS SPECIFIED ABOVE- 3 RED 8--3 P8-1 OWK 22 6 06 EVP 2 YEL 8-3 4-2 REO P82-1 P64-2 P6-2 LIGHT GRN 8--3 NEU 8-3 4-2 YEL 4-2 GRN 02 E 33 4 SPR P4-2, 4-2 NEU NEU SPR 7 EVP SPR P4-2 WLK HUB DETECTOR SPR P4-2 DWK 21 m2 34 H.4f.1 EQG SPR EVP E04 VP 24 04 04 PB6-2EVP P2-1 NEU DETECTOR LIGHT 25 VP 10-18 B 1-18 3 NEU P2-1 36 HU DETECTOR 9 P84-1 OWKW-K P2-1 SPR SPR DB_2 H.H.12 H.H.11 H.H.9 ECS 37 28-39 H.H.2 4 PS -2 DS 3 19-34 35-39 19-39 19 20 21-39 9 NWLKEU NEU P6-2 DWIS P6-2 4-1 REO 38 35 25-27 g 4_1 VEL D8-4 5 WLK P4—i 4-1 GRN 4-1 NEU D8-1 39 04-2 NEU P4-1 B-4 REO DWK P4-1 6-4 YEL 22 SIGNAL 4O 35 7O SERVICE m6 EVP LT 6-4 GRN 6-4 NEU SERVICE CABINET D5-1 35-2 H.H.10 6 NEU 6-4 YLTA 26 27 26-27 D4-1 SERVICE CABINET SPR 6-4 GLIA 06 SPR LUMINAIRE 7 EVP EOG TO H.H.12 35 35 DETECTOR PB2-1 23 1 NEU Q4-2 PB4-2 SIGNAL 40 40 D2-1 02-2 SERVICE g 04 EVP LT 24 04-1 NEU TO OUTLET 41 41 OUTLET RED 8-2 SPR SERVICE YEL 8-2 m4 25 SIGNALS GRN 8-2 NEU 8-2, PS EVP -2 DETECTOR LUMINAIRE 35 �3 NEUTRAL 42 42 LIGHTING 10 ALK P8-2 OWK P8-2 02-1 76 P8-2 PB -i SPR V 2-1 NEU P6-127 INPLACE H.H.14 H.H.13 WLK P6-1 D2-2 WOOD POLE DWK P6-1 29 24 8 1 S.O.P 42 42 42 SPR EQG 2-3 RED YEL 2-3 28 10 2-3 GRN RED 8-1 2-3 NEU YEL B�-1 2-3 YLTA -T — GRN 0-1 2-3 GLIA 28 H•H.8 NEU 8-1 SPR P8-1 11 REO 2-4 2-1 NEU 32 i- - 1/-t8 17 48 11 YEL 2-4 GRN 2-4 2-1 RED 2-1 YEL P62 2 P 88 1 PB8-1 PB8•-2 NEU 2-4 2-1 GRN 30 12 YLTA 2-4 EQG 33 02 GLTA 2-4 EVP SPR 2-2 RED P2-2 LIGHT 08EQG EVP 13 08 14 PBS -1 2-2 YEL 2-2 GRN 31TQ 34 42 EVP LIGHT U EVP D1-1 D1-2 12 NEU 2-2 NEU DETECTOR 4-3 RED H H 7 H.H.3 H. H.4 H.H.5 P138-2 4-3 YEL 29 H.H.$ 4-3 GRN 17-18 13 08 EVP LT 4-3 NEU 39 39 36 37 38 28-39 1 -18 15-18 15 16 NEU SPR 15-16 SPR SPR SPP. 14 08 EQG EVP DETECTOR D6-1 D6-2 D8-1 D8-2 D8-3 38-4 S.A.P. 86-675-14 FOR INFORMATION ONLY NO. DATE BY CHN REVISIONS DesTyr Bw I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION. OR REPORT WAS PREPARED BY OR UNDER SHEET MAS MY DIRECT SUPERVISION AND THAT I AM A OULY LICENSED PROFESSIONk ENGINEER ORDER M O N T I C E L L O, MINNESOTA Py, er THE uWs v THE STATE DF NIT. sorA. � (- I 1 1' C) F 60 MAS Elm Street Improvements: SRTS FOR INFORMATION ONLY ErMCN•O ByN PRINT NAME: S o RE PE \ ^ �C �'%. Montieflo Monticello, Minnesota TRAFFIC CONTROL SIGNAL SYSTEM 60 OF SD �/ �/ J ARRr•wa er CTR DATE 3/19/2023 LICENSE • 40945 SAP 222-591-002 SHEETS tz Q Z W _J Z tz Q Z W _J Z tz Q Z W _J Z tz Q Z W _J Z tz Q Z W _J Z tz Q Z W _J Z tz Q Z W _J Z tz Q Z W _J Z tz Q Z W _J Z tz Q Z W _J Z tz Q Z W _J Z tz Q Z W _J Z tz Q Z W _J Z tz Q Z W _J Z tz Q Z W _J Z tz Q Z W _J Z tz Q Z W _J Z tz Q Z W _J Z tz Q Z W _J Z tz Q Z W _J Z tz Q Z W _J Z s t ter..iz . -A" q' r • rte_ Y W ROgo� (� W k ST ~O F A � \ 0. RillCIOF - RST (G) cr f (. w� r Ono Ld "Pill Wl .. -s �-tea , � • : ` O V h - [ 49 T g r GOLF COURSE RD , #j FAIRWAY DR a� / ,].� .. z r \ (/� 0 RAD COUNTRY _w6T ' t� "Pill Wl .. -s �-tea , � • : ` O V h - [ 49 T g r GOLF COURSE RD , #j FAIRWAY DR a� / ,].� .. z r \ (/� 0 RAD COUNTRY _w6T ' t� Pinewood. Elementary Infrastructure Recommendations LOCATION PROBLEM/ISSUE POTENTIAL SOLUTION/RECOMMENDATION ANTICIPATED OUTCOME LEAD PRIORITY A Elm St and W 3rd St Long pedestrian crossing distance; unpredictable driver Upgrade pedestrian ramps; consider pedestrian flashing beacon such as an Increase pedestrian visibility and Wright County High yielding behavior; curb ramps out of ADA compliance; RRFB; evaluate geometric changes to reduce crossing distance (so long as they accessibility; reduce pedestrian limited lighting. don't interfere with the bikeable shoulder) and increase pedestrian visibility such crossing distances; reduce traffic City of Monticello as a safety island. speeds. B Elm St Sidewalk gaps including sidewalk on west side only Fill sidewalk gap on east side of Elm St and/or extend existing sidewalk and Designated space for people Wright County High between Golf Course Rd and W Broadway St, and no provide additional enhanced pedestrian crossings. Coordinate with proposed walking and biking that is phys- sidewalk resent south of Golf Course Rd; wide roadway; p Y; off street path along Elm. Consider upgrading existing shoulders to buffered or P 9 Pg 9 g icall separated from vehicle Y p City of Monticello limited lighting. protected bike lanes. CSAH 39 (Elm St and Golf Course Rd) identified as coun- traffic; improved visibility ty-wide signed bikeway in Wright County Trail and Bikeway Plan. Improve lighting, especially at crossings. C W 6th St east of Elm St No consistent sidewalk connection along W 6th St. Fill sidewalk gaps on W 6th St between Elm St and Walnut St. Consider prioritizing Designate space for people walk- City of Monticello High sidewalk infill on north side of the street initially to provide continuous connection Ing that is physically separated along W 6th St. from vehicle traffic D W 4th St between Elm St and Sidewalk gap on north side of W 4th St between Elm St Fill sidewalk gaps along W 4th St. Consider prioritizing sidewalk infill on north side Designate space for people walk- City of Monticello High Minnesota St and Minnesota St. Opportunity for additional connectivity of the street between Elm St and Minnesota St. Explore feasibility of providing Ing that is physically separated and pedestrian realm improvements. planted boulevard, pedestrian lighting, and intersection treatments such as curb from vehicle traffic extensions. E Golf Course Rd between approxi- No sidewalk connection along Golf Course Rd connect- Install sidewalk and/or trail on one or both sides of the street, prioritizing north Designate space for people walk- Wright County High mately Fairway Dr and Elm St ing to single and multifamily housing; high traffic speeds side between Elm St and Kampa Cir. Ing that is physically separated and volumes. from vehicle traffic F W Broadway St High traffic speeds and volumes; no pedestrian connec- Fill sidewalk gap on north side of Broadway St between Chestnut St and Otter Increase pedestrian connectivity Wright County Med tion on north side of Broadway St west of Elm St; long Creek Rd; bring existing trail and ramps into ADA compliance; increase lighting and level of service pedestrian crossings. Opportunity to improve lighting, including pedestrian scale lighting; explore opportunities to reduce the width and/ City of Monticello ADA compliance, and pedestrian realm. or number of travel lanes and increase boulevard width. G W Broadway St and Elm St High traffic speeds and volumes; poor driver behavior Upgrade ramps and signal to bring into ADA compliance; minimize corner radii; Increase pedestrian visibility and Wright County Med and yielding compliance when pedestrians in crosswalk; consider adjusting pedestrian signal indication to display automatically instead of accessibility; reduce pedestrian long pedestrian crossing distances; large corner radii; by request; consider adjusting pedestrian signal indication to provide a Leading crossing distances; reduce vehi- curb ramps and pedestrian signal out of ADA compliance. Pedestrian Interval. cle turning speeds. H W 3rd St from Maple St to Walnut Sidewalk gap along south side of W 3rd St between Ma- Fill sidewalk gaps along W 3rd St. Consider prioritizing sidewalk infill on south Designate space for people walk- City of Monticello Med St ple St and Walnut St. Opportunity for additional connec- side of the street between Maple St and Walnut St. Explore feasibility of providing Ing that is physically separated tivity and pedestrian realm improvements. planted boulevard, pedestrian lighting, and intersection treatments such as curb from vehicle traffic extensions. I W Broadway St and Otter Creek High traffic speeds and volumes; existing beacon uses Upgrade existing pedestrian beacon with to RRFB or other higher visibility pedes- Increase pedestrian visibility; Wright County Med Rd slow flashing amber signal often overlooked by motorists; trian flashing beacon; minimize corner turning radii; consider replacing eastbound slower traffic speeds; reduce long pedestrian crossing; driver behavior and yielding bypass lane with dedicated left and through lanes and providing a pedestrian pedestrian crossing distance compliance. Opportunity for more highly visible pedestri- safety island at existing crosswalk; seek opportunities to reduce number and an signal. width of travel lanes to minimize dual threat risk to pedestrians and encourage slower traffic speeds. Consider staffing with adult crossing guards during school arrival and dismissal. J Western driveway / bus loop Long pedestrian crossing at schools western driveway; Reduce width and turning radius of school driveway and install high visibility Reduce pedestrian crossing Wright County Med entrance on W Broadway St large turning radius for vehicular traffic. crosswalk markings. distance; reduce vehicle turning Monticello School speeds. District K W Broadway St and Willow St High traffic speeds and volumes; no designated pedestri- Install enhanced pedestrian crossing including a pedestrian flashing beacon and/ Increase pedestrian visibility; Wright County Med an crossing at primary school access point. or geometric changes such as curb extensions or a safety island. Coordinate with slow traffic speeds; reduce sidewalk installation on W Broadway St as part of J. Consider prioritizing crossing pedestrian crossing distance; enhancements at either Willow St or Otter Creek Rd. Consider staffing with adult designate additional, more direct crossing guards. pedestrian crossing opportunity. INFRASTRUCTURE 29 City Council Agenda: 4/10/2023 2F. Consideration of approving a Water Quality Grant agreement with Wright County Prepared by: Meeting Date: ® Consent Agenda Item City Administrator 4/10/2023 ❑ Regular Agenda Item Reviewed by: Approved by: Public Works Director/City Engineer N/A ACTION REQUESTED Motion to approve the Water Quality Grant agreement with Wright County. REFERENCE AND BACKGROUND County Ditch 33 includes land in both the City of Monticello and Monticello Township. It was constructed more than 100 years ago, and a lack of consistent maintenance has resulted in a failed drain tile system leading to significant bank erosion, blocked culverts, bank failures, and slope undercutting. The ditch falls under the jurisdiction of Wright County, but strict state laws pertaining to funding ditch repairs limits how the county can facilitate the necessary improvements without overburdening a limited number of benefiting properties. To cooperatively reach a solution, Wright County, Monticello Township, and the City of Monticello have been collaborating on the proposed repairs to the ditch and funding options. As the repairs will positively impact both city and township residents, as well as facilitate future development opportunities to the east, the City of Monticello is committed to being an active participant in the project. City staff applied for a Water Quality Grant from Wright County to help fund the proposed repairs. This primarily includes constructing a new outlet to the Mississippi River. A portion of the ditch that runs through an existing development would be abandoned as a County Ditch and would remain operational as a natural emergency overflow and would provide drainage for the existing development as it does today. An easement has been secured between CSAH 39 and the Mississippi River and the City is currently working on acquiring an easement for the installation of the new ditch outlet south of CSAH 39. The grant agreement specifies an award amount of $970,625 with a required match of $242,656.25. The project is anticipated for construction in 2024. The project is anticipated for construction in 2024 and the estimated project cost is $2 million. Budget Impact: The required match for the grant is $242,656.25 which will be paid from the Stormwater Trunk Fund. Earlier discussions with Wright County indicated that a grant would be available for the remaining project costs. City Council Agenda: 4/10/2023 II. Staff Workload Impact: Staff from the engineering department will continue to collaborate with Wright County and other stakeholders on the completion of the ditch repairs throughout the project. III. Comprehensive Plan Impact: The Monticello 2040 Plan notes the following "Strategy 4.3.2 - Continue to work with Wright County for improvements to Ditch 33 and the conveyance of stormwater through the entire County Ditch system consistent with the ability to serve the areas within the MOAA with orderly and efficient urban growth.,, STAFF RECOMMENDED ACTION City staff recommend approving the grant agreement to facilitate the repairs to Ditch 33. SUPPORTING DATA A. Wright County Water Quality Grant Agreement P.O. V. ll� WRIGHT COUNTY &M MINNESOTA American Rescue Plan State and Local Fiscal Recovery Funds Water Quality Grant Agreement This agreement is regarding the application submitted 2/6/2023 for American Rescue Plan - State and Local Fiscal Recovery Funds (ARP-SLFRF) disbursed by Wright County Minnesota. The application is attached to this agreement as Attachment E. This agreement is between Wright County Minnesota, Recipient and City of Monticello, Subrecipient. Wri ght County MN CFDA Number: Federal Ward ID Num (FAIN): 21.027 Coronavirus State and Local Fiscal Recovery Funds SLFRP0426 Subrecipient Pro Managing Agency (Subrecipient): Grant Amount Awarded: Required Match: City of Monticello $970,625 $242,656.25 Program Name: Term or End Date: Federal Tax ID: Water Quality Improvement Grants 12/31/2025 41-6005385 Project Name: Award Number: MN State ID: Ditch 33 Outlet Improvements WQG-002 7006839 ecT InrormaTion Project Description: County Ditch 33 outlets to the Mississippi River via a drain the system that winds through the rear yards of existing residential properties. The the has failed, resulting in significant bank erosion, blocked culverts, bank failures, and slope undercutting. The proposed solution is to construct a new piped outlet that would run along the westerly edge of an undeveloped property and cross County State -Aid Highway 39 and ultimately discharge to the Mississippi River. The existing ditch that currently runs through an existing development would be abandoned as a County Ditch and would remain operational as a natural emergency over- flow and would provide drainage for the existing development as it does today. An easement has been secured between CSAH 39 and the Mississippi River and the City is currently working on acquiring an easement for the installation of the new ditch outlet south of CSAH 39. Construction Start: May 1, 2024 1 Construction End: November 30, 2024 1. Grant Agreement Subrecipients must adhere to the Grant Agreement as detailed below including all attachments as listed. This Agreement may be amended only as stated in writing and signed by both the Subrecipient and the County. Attachment A - Grant Terms and Conditions 2. Procurement Requirements Wright County is required to ensure that procurement and payments are consistent with the procurement standards set forth in the Uniform Guidance at 2 CFR 200.317 through 2 CFR 200.327. Attachment B - Procurement Requirements for Subrecipients 3. Payment Instructions for submitting for payment are outlined as follows: 1. The County will make reimbursement payments to the Subrecipient for eligible expenses incurred as part of the approved program/project. 2. The Subrecipient must submit all requests for reimbursements to elizabeth.karels@co.wright.mn.us. 3. Subrecipients shall submit expenses for reimbursement by the County. Submittals should include detailed, itemized requests including: a. Date(s) of expense b. Amount c. Description of expense, including copies of any invoices d. Category of expense e. W9 (if the subrecipient has not previously received funds from Wright County) 4. The County will review all expenses for eligibility prior to making reimbursements. Any ineligible expenses will not be reimbursed. 5. The County may request additional documentation or request site visits to confirm requested reimbursements reflect actual work completed. The Subrecipient should cooperate with the County on all requests. Failure to cooperate may result in the delay or denial of reimbursement requests. 6. The Subrecipient will only receive reimbursement payments up to the approved grant amount. 4. Reporting The Subrecipient is required to provide quarterly project and expenditure reports to the County. Multi-year grants also require annual reporting. Reporting requirements are outlined in attachment C. Attachment C - Reporting Requirements 5. Schedule Wright County is required to obligate all ARP-SLFRF funds by December 31, 2024, and expend all funds by December 31, 2026. To ensure compliance with these dates, the County will monitor progress of ARP-SLFRF projects closely, including requesting for status reports or schedule updates. The Subrecipient shall comply with these requests. The County expects that the Subrecipient will take all action to meet the Construction Start and End dates identified in this Agreement. The Subrecipient shall notify the County immediately if the dates extend 60 calendar days or more from the dates listed. The Subrecipient shall identify the cause(s) for the delay. The Subrecipient agrees the County shall retain the ability to immediately terminate this agreement in the event the Subrecipient changes the schedule, fails to comply with the schedule, or fails to meet a construction start or end date. The subrecipient agrees that they will hold the County harmless from all civil actions whether based in equity or law in the event of an immediate termination under this paragraph. 6. Insurance Subrecipient shall comply with the insurance requirements set forth in Attachment E, attached to this Agreement and incorporated herein by reference and shall list Wright County as an additional insured on all insurance policies required herein. 7. Indemnification Subrecipient agrees to indemnify and hold harmless the County and its officers, officials, agents, volunteers and employees from any liability, claims, losses, damages, costs, judgments, or expenses, including reasonable attorneys' and other professional fees, resulting directly or indirectly from any negligent, tortious or illegal act or omission, including without limitation, professional errors or omissions by Subrecipient (including its officers, employees, agents and subcontractors) arising from the performance of its services pursuant to this Agreement, and against all loss by reason of the failure of the Subrecipient, its agents, employees or subcontractors fully to perform all obligations under this Agreement. For clarification and not by way of limitation, this obligation to indemnify and hold harmless shall apply to all materials prepared or furnished pursuant to this Agreement, including, without limitation, claims resulting from any alleged infringement of copyright or any property right of another, and the unlawful disclosure or use of protected data or other noncompliance with the Records and Information provisions set forth in this agreement. The terms and provisions of this section shall survive the expiration, suspension or termination of this Agreement. 8. Compliance with the law A. Subrecipient agrees to abide by the requirements and regulations of The Americans with Disabilities Act of 1990 (42 U.S.C. Sections 12101-12213) (ADA), the Minnesota Human Rights Act (Minn. Stat. Ch. 363A) and Title VII of the Civil Rights Act of 1964 (42 U.S.C. Section 2000e). B. Subrecipient will comply with the provisions of Minnesota Statutes § 181.59 which require: i. Every contract for or on behalf of the State of Minnesota, or any county, city, town, township, school, school district, or any other district in the state, for materials, supplies, or construction shall contain provisions by which Subrecipient agrees: (1) that, in the hiring of common or skilled labor for the performance of any work under any contract, or any subcontract, no contractor, material supplier, or vendor, shall, by reason or race, creed, or color, discriminate against the person or persons who are citizens of the United States or resident aliens who are qualified and available to perform the work to which the employment relates; (2) that no contractor, material supplier, or vendor, shall, in any manner, discriminate against, or intimidate, or prevent the employment of any person or persons identified in clause (1) of this section, or on being hired, prevent, or conspire to prevent, the person or persons from the performance of work under any contract on account of race, creed, or color; (3) that a violation of this section is a misdemeanor; and (4) that this contract may be canceled or terminated by the state, county, city, town, school board, or any other person authorized to grant the contracts for employment, and all money due, or to become due under the contract, may be forfeited for a second or any subsequent violation of the terms or conditions of this contract. These laws deal with discrimination based on race, gender, disability, religion and with sexual harassment. In the event Subrecipient has questions concerning these requirements, it should request necessary clarifications from the County. Violation of any of the above laws can lead to termination of this Agreement. 9. Legal Proceeding Any lawsuit or legal proceeding arising out of or relating to this Agreement in any way whatsoever shall be exclusively brought and litigated in the Wright County District Court, Tenth Judicial District, Minnesota. Each Party expressly consents and submits to this exclusive jurisdiction and exclusive venue. Each Party expressly waives the right to challenge this jurisdiction and/or venue as improper or inconvenient. Each Party consents to the dismissal of any lawsuit that they bring in any other jurisdiction or venue. Neither party shall have the right to collect from the other party any costs, disbursements or attorneys' fees incurred in enforcing or litigating this agreement. Each party shall be responsible for paying their own costs and attorney fees. I as applicant have read and understand: • 1 am a subrecipient of Wright County's ARP-SLFRF and am subject to the requirements of 31 CFR Part 35 Coronavirus State and Local Fiscal Recovery Funds • The invoicing, procurement and reporting requirements outlined in this Agreement. • My grant agreement may be subject to cancellation if any of these requirements are not met. • No funds will be released until I submit expenses to the County for reimbursement. I declare that the information provided in the online application and in the submitted exhibits attachments are true and complete to the best of my knowledge. For two years from the date of this application, Wright County has the right to verify any information contained in the submitted application and may contact any individuals and institutions involved with the proposed project. I understand that data provided in the form may be classified as public data under the Minnesota Data Practice Act. I DECLARE UNDER PENALTY OF PERJURY THAT EVERYTHING I HAVE STATED IN THIS DOCUMENT IS TRUE AND CORRECT. Signature/Title of Applicant: Signature/Title, Wright County: Date: Date: Disclosure statement: The recipient is responsible for paying back funds to the county if they have been found to have misrepresented themselves on the application. For questions, call 763.684.8604 or email ARPCommittee@co.wright.mn.us Attachment A - Grant Terms and Conditions 1. Subrecipient may not assign, or otherwise transfer, its rights or delegate any of its obligations under this Agreement without prior written approval from the County. 2. Subrecipient is required to provide the County with immediate written notification of: a. Any changes in the organization's size or structure that would affect eligibility of the organization's participation in the program; b. Its inability to expend the grant for the purposes described in this Agreement 3. Subrecipient will maintain its books and records in a manner that will provide the County with sufficient detail to review the Subrecipient's receipts and expenditures relating to the Agreement. The County, its departments, divisions, and agencies thereof, reserves the right to request supporting documentation such as receipts, payroll records, and other documentation sufficient to support reported expenditures to the satisfaction of the requestor. 4. The County reserves the right to discontinue, modify or withhold any payments to be made under this Agreement or to require a total or partial refund of any grant funds if, in the County's sole discretion, such action is necessary: a. Because the Subrecipient has not fully complied with the terms and conditions of this Agreement; b. To protect the purpose and objectives of the Agreement or any other activities of the County in their compliance with section 601 (d) of the Social Security Act; or c. To comply with the requirements of any law or regulation applicable to the Subrecipient, or the County. 5. The Subrecipient agrees that if is subject to the requirements of 31 CFR Part 35 Coronavirus State and Local Fiscal Recovery Funds. 6. The Subrecipient agrees that it is responsible for ensuring compliance with the Uniform Administrative Requirements, Cost Principles and Audit Requirements for Federal Awards. 7. Subrecipient agrees to indemnify and hold harmless the County, its directors, officers and employees, for payment it receives under this Agreement that the federal government, the State, or the County determines was not used for eligible expenditures and, therefore, must be repaid. Within 60 days of receipt of written notice and demand from the County for any such funds, Recipient shall repay such funds to the County. 8. Subrecipient agrees to fully cooperate with the County and State in any investigation or audit of any payment provided under this Agreement. 9. The Subrecipient agrees that its proposed project meets the following requirements: a. The County funded portion of the project will not exceed 75% of the total project cost b. County contributions can only include eligible expenses: i. Environmental studies ii. Professional services, including engineering, design, and construction administration iii. Construction costs iv. Easement acquisition, including appraisal v. Permit fees 10. The Subrecipient agrees to provide the match amount identified in this ag application as a part of the project 11. Subrecipients must be eligible to receive federal funds 12. The Subrecipient agrees to follow all requirements listed under Minnesota Statute 103E: Drainage for work completed on an established public drainage system. 13. The Subrecipient agrees to submit a proposed work plan prior to completing a proceeding under the following sections: a. Minnesota Statute 103E.812: Transfer of All or Part of Drainage System b. Minnesota Statute 103E.806: Partial Abandonment of Drainage System c. Minnesota Statute 103E.227: Impounding, Rerouting, and Diverting Drainage System Waters d. Minnesota Statute 103E.221: Improving Outlets e. Minnesota Statute 103E.701: Repairs 14. The Subrecipient agrees to submit a map and a legal description for any sections of a legally established public drainage system that the subrecipient has agree to take over management of under Minnesota Statute 103E. 15. The Subrecipient agrees to complete all required drainage proceedings that were proposed in their application, including the transfer of a portion of the drainage system to a municipality, before 6/1/2024. Failure to meet this deadline will require the Subrecipient to reimburse Wright County for all funds transferred as a part of this agreement. Initials and date Attachment B - Procurement Requirements for Subrecipients Wright County is required to ensure that procurement and payments are consistent with the procurement standards set forth in the Uniform Guidance at 2 CFR 200.317 through 2 CFR 200.327. The Code of Federal Regulations relating to the Procurement Standards can be found: https://ecfr.federa lre__ isq ter.aov/current/title-2/subtitle-A/chapter-II/part-200/subpart-D The subrecipient must meet the requirements outlined below. 1. General Procurement Standards (200.318) a. The Subrecipient MUST document the procurement policies that follow proper laws and regulation. b. The Subrecipient MUST maintain oversight to ensure that the contractors perform in accordance with terms, conditions and specifications of their contracts or purchase orders. c. The Subrecipient MUST maintain written standards of conduct covering conflicts of interest and governing the actions of its employees engaged in the selection, award and administration of contracts. If Subrecipient has a parent, affiliate, or subsidiary organization that is not a state, local government, or Indian tribe, the Subrecipient MUST also maintain written standards of conduct covering organizational conflicts of interest. d. The Subrecipient procedures MUST avoid unnecessary or duplicate items. Consideration should be given to consolidating or breaking out procurements to obtain a more economical purchase. e. The Subrecipient SHOULD enter into state and local intergovernmental agreements or inter - entity agreements where appropriate for procurement or use of common or shared goods and services. The Subrecipient SHOULD use Federal excess and surplus property in lieu of purchasing new equipment and property whenever such use is feasible and reduces project costs. g. The Subrecipient SHOULD use value engineering clauses in contracts for construction projects of sufficient size to offer reasonable opportunities for cost reductions. h. The Subrecipient MUST only award contracts to those with the ability to perform. The Subrecipient MUST award contracts only to responsible contractors possessing the ability to perform successfully under the terms and conditions of a proposed procurement. Consideration will be given to such matters as contractor integrity, compliance with public policy, record of past performance, and financial and technical resources. The Subrecipient MUST maintain records sufficient to detail the history of procurement. These records will include but are not necessarily limited to the following: rationale for the method of procurement, selection of contract type, contractor selection or rejection, and the basis for the contract price. j. The Subrecipient MAY use a time and material type of contract only after a determination that no other contract is suitable and if the contract includes a ceiling price that the contractor exceeds at its own risk. Time and materials type of contract means a contract whose cost to the Subrecipient is the sum of the actual cost of materials and the direct labor charged at a fixed hourly rate. This rate should reflect wages, general and administrative expenses and profit. Since this formula generates an open-ended contract price, a time -and -materials contract provides no positive profit incentive to the contractor for cost control or labor efficiency, there MUST be a ceiling price. k. The Subrecipient alone MUST be responsible, in accordance with good administrative practice and sound business judgment, for the settlement of all contractual and administrative issues arising out of procurements. These issues include, but are not limited to, source evaluation, protests, disputes, and claims. These standards do not relieve the Subrecipient of any contractual responsibilities under its contracts. The Subrecipient MUST ensure that the organization for which it is contracting with is not suspended or debarred from doing business with the U.S. Federal Government prior to entering into a covered transaction. This must be documented and retained in the procurement file. The Subrecipient may utilize www.sam.gov to perform this search. 2. Competition (200.319) a. All procurement transactions MUST be conducted in a manner providing full and open competition consistent with the standards of this section. In order to ensure objective contractor performance and eliminate unfair competitive advantage, contractors that develop or draft specifications, requirements, statements of work, or invitations for bids or requests for proposals MUST be excluded from competing for such procurements. See embedded document for some situations considered to be restrictive of competition. b. The Subrecipient MUST conduct procurements in a manner that prohibits the use of statutorily or administratively imposed state, local, or tribal geographical preferences in the evaluation of bids or proposals, except in those cases where applicable Federal statutes expressly mandate or encourage geographic preference. When contracting for architectural and engineering (A/E) services, geographic location may be a selection criterion provided its application leaves an appropriate number of qualified firms, given the nature and size of the project, to compete for the contract. c. The Subrecipient MUST have written procedures for procurement transactions. These procedures MUST ensure that all solicitations: 1. Incorporate a clear and accurate description of the technical requirements for the material, product, or service to be procured. 2. Identify all requirements which the offerors must fulfill and all other factors to be used in evaluating bids or proposals. d. The Subrecipient MUST ensure that all prequalified lists of persons, firms, or products which are used in acquiring goods and services are current and include enough qualified sources to ensure maximum open and free competition. 3. Methods of Procurement to be Followed (200.320) - Levels of Procurement The Subrecipient MUST use one of the following methods of procurement depending on the level of procurement. a. Procurement by micro -purchase - Not to exceed threshold of $10,000. Does not require a bid or quote. If practical, then distribute equitably among a range of vendors. b. Procurement by small purchase procedures - Threshold is from $10,001 to $250,000. Requires that you receive at least 2 quotes. Quotes can be informal, however should be documented and records maintained. Price does not need to be the deciding factor however all quotes must be kept in the procurement records. c. Procurement by sealed bids (formal advertising) - Threshold is $250,001 and greater. In order for sealed bidding to be feasible, the following conditions SHOULD be present: A complete, adequate, and realistic specification or purchase description is available; Two or more responsible bidders are willing and able to compete effectively for the business; and iii. The procurement lends itself to a firm fixed price contract and the selection of the successful bidder can be made principally on the basis of price. 2. If sealed bids are used, the following requirements MUST apply: The invitation for bids, MUST define the items or services in order for bidders to properly respond All bids will be opened at the time and place prescribed in the invitation for bids, and for local and tribal governments, the bids MUST be opened publicly; iii. A firm fixed price contract award will be made in writing to the lowest responsive and responsible bidder. iv. Any or all bids may be rejected if there is a sound documented reason. d. Procurement by competitive proposals - Threshold is $250,001 and greater. MUST be publicized and identify all evaluation factors and their relative importance. MUST be solicited from an adequate number of qualified sources. MUST have a written method for conducting technical evaluations of the proposals and selecting recipients. Contracts MUST be awarded to the responsible firm whose proposal is most advantageous to the program, with price and other factors considered. e. Procurement by noncompetitive proposals (sole provider) - Threshold is $10,001 and greater 1. May be used only when the item is available only from a single source. 2. The public exigency or emergency will not permit a delay resulting from competitive solicitation. 3. The County expressly authorizes its use in response to a written request. 4. After solicitation of a number of sources competition is determined inadequate. 5. Justification of the use of noncompetitive proposal must be documented. 6. Any research on availability from multiple sources must be documented. 7. Documentation of authorization must be retained. 8. Any initial solicitations from multiple sources which are concluded to be inadequate, and such reasoning, must be documented. 4. Contracting with Small and Minority Businesses, Women's Business Enterprises and Labor Surplus Area Firms (200.321) a. The Subrecipient MUST take all necessary affirmative steps to assure that minority businesses, women's business enterprises, and labor surplus area firms are used when possible. Affirmative steps include: 1. Placing qualified small and minority businesses and women's business enterprises on solicitation lists; 2. Assuring that small and minority businesses, and women's business enterprises are solicited whenever they are potential sources; 3. Dividing total requirements, when economically feasible, into smaller tasks or quantities to permit maximum participation by small and minority businesses, and women's business enterprises; 4. Establishing delivery schedules, where the requirement permits, which encourage participation by small and minority businesses, and women's business enterprises; 5. Using the services and assistance, as appropriate, of such organizations as the Small Business Administration and the Minority Business Development Agency of the Department of Commerce; and Requiring the prime contractor, if subcontracts are to be let, to take the affirmative steps listed in 1-5 above. 5. Contract Cost and Price (200.323) a. The Subrecipient MUST perform a cost or price analysis in connection with every procurement action in excess of the Simplified Acquisition Threshold including contract modifications. The method and degree of analysis is dependent on the facts surrounding the particular procurement situation, but as a starting point, the Subrecipient must make independent estimates before receiving bids or proposals. b. The Subrecipient MUST negotiate profit as a separate element of the price for each contract in which there is no price competition and in all cases where cost analysis is performed. To establish a fair and reasonable profit, consideration must be given to the complexity of the work to be performed, the risk borne by the contractor, the contractor's investment, the amount of subcontracting, the quality of its record of past performance, and industry profit rates in the surrounding geographical area for similar work. c. Costs or prices based on estimated costs for contracts under the Federal award are allowable only to the extent that costs incurred or cost estimates included in negotiated prices d. The cost plus a percentage of cost and percentage of construction cost methods of contracting MUST not be used. 6. County Review (200.324) a. The Subrecipient MUST make available, upon request of the County, technical specifications on proposed procurements b. The Subrecipient MUST make available upon request, for the County pre -procurement review, procurement documents, such as requests for proposals or invitations for bids, or independent cost estimates. 7. Bonding Requirements (200.325) For construction or facility improvement contracts or subcontracts exceeding the Simplified Acquisition Threshold, the County may accept the bonding policy and requirements of the Subrecipient provided that the County has made a determination that the Federal interest is adequately protected. If such a determination has not been made, the minimum requirements MUST be as follows: a. A bid guarantee from each bidder equivalent to five percent of the bid price. The "bid guarantee" MUST consist of a firm commitment such as a bid bond, certified check, or other negotiable instrument accompanying a bid as assurance that the bidder will, upon acceptance of the bid, execute such contractual documents as may be required within the time specified. b. A performance bond on the part of the contractor for 100 percent of the contract price. A "performance bond" is one executed in connection with a contract to secure fulfillment of all the contractor's obligations under such contract. c. A payment bond on the part of the contractor for 100 percent of the contract price. - A "payment bond" is one executed in connection with a contract to assure payment as required by law of all persons supplying labor and material in the execution of the work provided for in the contract. 8. Contract Provisions a. The Subrecipient's contracts MUST contain the applicable provisions described in Appendix II to Part 200 - Contract Provisions for Subrecipient Contracts under Federal Awards. Initials and date Attachment C - Reporting Requirements 1. Quarterly Reports The Subrecipient is required to provide quarterly project and expenditure reports to the County, including the following: • A narrative outlining the project activity during the reporting period • All applicable required data outlined in Part 2, Section B, 3a through 3i of the Compliance and Reporting Guidance: https://home.treasuryaov/system/files/136/SLFRF-Compliance- and-Reporting-Guidance.pdf The Subrecipient must provide reporting for all reporting periods where project activities and/or payments took place. The County will provide the Subrecipient with a link to submit all required reports. Report Dates The Subrecipient shall submit quarterly reports per the schedule below. Period Covered (Reporting Period) Due Date Award Date - September 30, 2021 October 15, 2021 October 1 - December 31, 2021 January 15, 2022 January 1 - March 31, 2022 April 15, 2022 April 1 - June 30, 2022 July 15, 2022 July 1 -September 30, 2022 October 15, 2022 October 1 - December 31, 2022 January 15, 2023 January 1 - March 31, 2023 Aril 15, 2023 April 1 - June 30, 2023 July 15, 2023 July 1 -September 30, 2023 October 15, 2023 October 1 - December 31, 2023 January 15, 2024 January 1 - March 31, 2024 Aril 15, 2024 April 1 - June 30, 2024 July 15, 2024 July 1 -September 30, 2024 October 15, 2024 October 1 - December 31, 2024 January 15, 2025 January 1 - March 31, 2025 Aril 15, 2025 April 1 - June 30, 2025 July 15, 2025 July 1 -September 30, 2025 October 15, 2025 October 1 - December 31, 2025 January 15, 2026 January 1 - March 31, 2026 April 15, 2026 April 1 - June 30, 2026 July 15, 2026 July 1 -September 30, 2026 October 15, 2026 October 1 - December 31, 2026 January 31, 2027 2. Annual Reports Subrecipients receiving funding over multiple years may be required to submit annual reports to the County. The Board of Commissioners will review the program/project performance and determine if the funding will continue. The County will provide the Subrecipient with a link to submit all required reports. 3. Reporting Requirements The Subrecipient may be requested to provide data and an accompanying narrative demonstrating how the program is performing as intended. In the grant application, grant recipients were asked to identify how they would measure success of their program and should consider this in their response. Subrecipients external to the County may also be requested to submit their annual financial statement and other audit reports on an annual basis. Initials and date Attachment D - Insurance Provisions A. COVERAGE COVERAGE AFFORDED MINIMUM LIMITS OF LIABILITY Workers' Compensation Employer's Liability Coverage with minimum limits of Bodily injury by Accident: $500,000 each accident Bodily Injury by Disease $500,000 each employee Bodily Injury by Disease $500,000 policy limit Commercial General Liability Automobile Liability Insurance combined single limit to include any vehicle Professional Liability B. INSURANCE CONDITIONS $1,500,000 each occurrence $3,000,000 general aggregate $3,000,000 Products and completed operations general aggregate $1,500,000 $2,000,000 each occurrence $4,000,000 aggregate 1. GENERAL CONDITIONS: The Subrecipient agrees to, at its own expense, purchase and maintain at all times during the life of this contract the herein stipulated minimum insurance with companies duly licensed, possessing a minimum current A.M. Best, Inc. Rating of A- FSC VIII, or approved unlicensed companies in the State of Minnesota with policies and forms satisfactory to Wright County. All policies will contain an endorsement providing that written notice be given to the County at least ten (10) calendar days prior to termination, cancellation or reduction in coverage in any policy. 2. WAIVER OF SUBROGATION OR TRANSFER OF RIGHTS OF RECOVERY: The policies required herein, except Professional Liability, shall contain a waiver of subrogation or in the alternative, a waiver of transfer of rights of recovery against Wright County, its agents, representatives, officers, directors, officials and employees for any claims arising out of the Subrecipient's work or service. 3. ADDITIONAL INSUREDS: The insurance policies required by this Contract, except Workers' Compensation and Professional Liability, shall name Wright County, its agents, representatives, officers, directors, officials and employees as Additional Insured with a CG 20 10 or similar endorsement. The Subrecipient agrees that the insurance required herein will be primary and that any insurance carried by the County will be excess and not contributing. All insurance policies of the Subrecipient shall be primary in relation to the Additional Insured. 4. ENDORSEMENTS AND CERTIFICATE: The following provisions are also required for the insurance(s), and evidence of such shall be satisfied by Certificate(s) and Endorsements. An insurance company authorized to transact business in the State of Minnesota shall issue the Certificates. The Subrecipient shall, within ten (10) days after award of bid, furnish the County with Certificates of Insurance for the required insurance coverage. Endorsements for the Waiver of Transfer of Rights and Additional Insured shall be provided as indicated above, unless contained within the basic policy(ies) and then confirmed by written statement signed by the insurance agent, broker and/or underwriter in a form acceptable to the County. "Wright County, a body politic and corporate of the State of Minnesota, its Board members, officers, employees, agents, and other officials" shall be listed as the certificate holder. If room does not permit, this verbiage can be entered into the description of operations. However, if the latter method is used, the certificate holder shall be listed only as Wright County, Minnesota, Attn: Risk Management, 3650 Braddock Ave NE Buffalo MN. 5. SUBCONTRACTORS: In the event any of the Work is subcontracted, the Subrecipient shall require the subcontractor to provide Workers' Compensation insurance for all of the subcontractor's employees engaged in the Work, unless such employees are covered by the protection afforded by the Subrecipient's Workers' Compensation insurance. In case any class of employees engaged in hazardous work under the Contract is not protected under the Workers' Compensation statute, the Subrecipient shall provide, and shall cause each subcontractor to provide, adequate employer's general liability insurance for the protection of such of their employees as are not otherwise protected. 6. PROFESSIONAL LIABILITY (Errors & Omissions): Professional liability insurance carried by the Subrecipient must cover all elements of the project including professional services performed by subcontractors. If the Subrecipient's professional liability insurance does not provided coverage for work performed by subcontractors, separate project insurance will be required to comply with the professional liability insurance requirement. The County may require a copy of the professional liability insurance policy to verify coverage. The vendor agrees to defend, indemnify and hold Wright County, its employees and officials harmless from any claims, demands, actions or causes of action, including reasonable attorney's fees and expenses arising out of any act or omission on the part of the vendor, or its subcontractors, partners or independent contractors or any of their agents or employees in the performance of or with relation to any of the work or services to be performed or furnished by the vendor or the subcontractors, partners, or independent contractors or any of their agents or employees under the agreement. When a self-insured retention (SIR) or deductible exceeds $25,000, Wright County reserves the right, but not the obligation, to review and request a copy of Subrecipient's most recent annual report or audited financial statement. For policies written on a "Claims -Made" basis, Subrecipient agrees to maintain a Retroactive Date prior to or equal to the effective date of this contract. In the event the policy is canceled, non- renewed, switched to an Occurrence Form, retroactive date advanced; or any other event triggering the right to purchase a Supplemental Extended Reporting Period (SERP) during the life of this contract, Subrecipient agrees to purchase a SERP with a minimum reporting period not less than two (2) years. The requirement to purchase a SERP shall not relieve Subrecipient of the obligation to provide replacement coverage. Initials and date Attachment E - Grant Application 2/6/23, 7:25 PM https://www.co.wright.mn.us/Admin/FormCenter/Submissions/Print/2652 Print Wright County Water Quality Grant Program Application - Submission #2652 Date Submitted: 2/6/2023 ^-- P � fRIMHT COUNT IhJNESOTA Wright County Water Quality Grant Program Application Applicant Name* City of Monticello Address Line 1* 505 Walnut Street Address Line 2 City* State* Zip* Monticello MN 55362 Federal Tax ID* MN State Tax ID* 41-6005385 7006839 Contact Name* Phone Number* Email Address* Rachel Leonard 763-271-3275 Rachel. Leonard@ci.monticello.mn. us Project Information https://www.co.wright.mn.us/Admin/FormCenter/Submissions/Print/2652 1/3 2/6/23, 7:25 PM https://www.co.wright.mn.us/Admin/FormCenter/Submissions/Print/2652 Project Name* Location* Ditch 33 Outlet Improvements East edge of the City of Monticello Description* County Ditch 33 outlets to the Mississippi River via a drain tile system that winds through the rear yards of existing residential properties. The tile has failed, resulting in significant bank erosion, blocked culverts, bank failures, and slope undercutting. The proposed solution is to construct a new piped outlet that would run along the westerly edge of an undeveloped property and cross County State -Aid Highway 39 and ultimately discharge to the Mississippi River. The existing ditch that currently runs through an existing development would be abandoned as a County Ditch and would remain operational as a natural emergency over -flow and would provide drainage for the existing development as it does today. An easement has been secured between CSAH 39 and the Mississippi River and the City is currently working on acquiring an easement for the installation of the new ditch outlet south of CSAH 39. Map/Drawing* Total Project Cost* Grant Amount Requested* Grant Exhibit.pdf $1,800,000 $1,000,000 Please upload document for location of project. Questions Describe what you are trying to achieve and how you intend to achieve those results, including the type and quantity of projects and/or practices and how will the project protect and improve water quality?* The portion of Ditch 33 that would be bypassed by this project has areas with failing tiles and an open channel ditch that has a significant amount of erosion resulting in the discharge of contaminants into the Mississippi River. This project provides a new outlet pipe for this ditch, which will greatly reduce the amount of water in the existing ditch and will result in less erosion and water quality reduction of the Mississippi River. Will the municipality take over management of the ditch system?* Yes How will this project impact the benefitted landowners and positively impact overall ditch system?* This improvement will repair a major bottleneck in the effectiveness of Ditch 33 and will allow for Wright County to make additional less costly improvements upstream to continue to benefit property owners within the 3394 -acre Ditch 33 watershed area. The cost to make these repairs are very expensive and the assessments to the benefiting property owners would make this project very difficult to deliver without these additional grant funds. Where applicable, identify the reduction in pollutant(s) that will be achieved or avoided for the water resource if this project is completed. Examples: sediment, phosphorus, hydrologic benefits, climate resiliency, enhancement of aquatic and terrestrial wildlife species, groundwater protection.* The primary pollutants that this project addresses are Total Suspended Solids, TSS, and Total Phosphorus, TP, which can cause excessive algae growth and eutrophication. Utilizing the BWSR Pollution Reduction Estimator 2.0 for stream and bank stabilization estimation tool this project is estimated to reduce 86 pounds of TP and 133,600 pounds of TSS from the Mississippi River https://www.co.wright.mn.us/Admin/FormCenter/Submissions/Print/2652 2/3 2/6/23, 7:25 PM https://www.co.wright.mn.us/Admin/FormCenter/Submissions/Print/2652 https://www.co.wright.mn.us/Admin/FormCenter/Submissions/Print/2652 3/3 g 3N -V' VI -W qa � X - r r _ C•:E Q - r - 2 ,[l Sen -1 IL ti = hey z ,flop u moo, "`le 8 a a' E12 15 09A QI y.. sw J L - usa ■. 1'� JO I •� 0001%,0001 'b e1 � �j �s 0 CL 5� W W 0 CLE � T /O CL L L O IL M V N u 41 r _ _ 0 L � � Q c LL U U r IL 0 CL 5� W W 0 CLE � T /O CL L L O IL M V N u 41 r _ _ 0 L � � Q c LL U U City Council Agenda: 04/10/2023 2G. Consideration of Adopting Resolution 2023-32 authorizing a Purchase Agreement with Kathleen Froslie for the acauisition of 207 East River Street in the amount of 5327.500 Prepared by: Meeting Date: ® Consent Agenda Item Economic Development Manager 04/10/2023 ❑ Regular Agenda Item Reviewed by: Approved by: Community Development Director, City Administrator City Clerk, Finance Director Motion to adopt Resolution 2023-32 authorizing a Purchase Agreement with Kathleen Froslie for the acquisition of 207 East River Street, Lots 1, 2, 4 and 5, Block A, Original Plat of Monticello, PID #155010066010, in the amount of $327,500. REFERENCE AND BACKGROUND The owner of 207 East River Street approached staff with an offer to sell the property to the City because of its proximity to East Bridget Park. The subject parcel is approximately .47 acres and lies along the Mississippi River with frontage on River Street. The parcel has an existing single-family home and is directly adjacent to the easterly boundary of East Bridge Park in Downtown Monticello. Because of the location of the property, staff deems the purchase an opportunity to facilitate the planned future expansion of East Bridge Park and the reconstruction of the existing pathway to meet accessibility requirements. Acquisition of the parcel would also allow for an additional buffer area between the park and residential uses to the east, which is not possible with the park as currently arranged. West and East Bridge Park play a critical role in the revitalization of the Downtown. Like many riverfront communities, Monticello is seeking to strengthen its connection to the river, making the most of this natural resource and Monticello's historic connection to the waterfront. Both the Downtown Small Area Plan and the Monticello 2040 Plan specifically call for enhancing the riverfront parks, strengthening linkages to the Downtown business district and increasing accessibility of these park spaces to the public. Expansion of the riverfront park area and future redesign of the pathway system are consistent with this guidance. Key terms of the Purchase Agreement include the following: • Purchase price = $327,500 City Council Agenda: 04/10/2023 • $5,000 Earnest Money Deposited with Title Company — Preferred Title; applied to the Purchase Price at Closing • 2023 Real Estate Property Taxes - pro -rated between the Seller and the City • Seller guarantees accuracy of property boundaries or provide an updated survey • Short Term Lease Agreement allowing seller to occupy property through, though not later than, August 31, 2023. Lease rental rate = $ - 0 - • Seller waiver of Relocation Benefits Claim under the URAA • $17,500 Seller cash escrow deposited with Title Company - in favor of the City - to guarantee Tenant compliance with Lease (to cover potential unpaid utilities and personal property moving and disposal costs) • Typical Seller -Buyer split of closing costs • Closing date of May 15, 2023 Under the Lease Agreement terms, the lease tenant is responsible for all utility payments and property maintenance. Also, to ensure that tenant vacates the property on or prior to August 31, 2023, there was consent to a cash escrow requirement in the amount of $17,500 to be held from closing proceeds to cover any unpaid utilities and/or last-minute moving services required by the City. Both the short-term Lease Agreement (Exhibit B of the Purchase Agreement) and the Escrow language are elements of the Purchase Agreement. Budget Impact: The budget impact from the proposed purchase of the property will decrease the General Fund in the amount of the purchase price of $327,500 plus closing costs estimated to be approximately $3,000 +/-. The cost of legal fees related to drafting the purchase agreement is estimated to be $1,150 to $1,250. II. Staff Workload Impact: The staff workload related to the proposed Purchase Agreement is modest. The discussion to date includes the Parks and Recreation Director, Community Development Director and the City Administrator. The Economic Development Manager assisted in discussions with the property owner because of a relationship developed with the seller due to the EDA's 2018 purchase of commercial property in Block 52 which was also owned by Ms. Froslie. III. Comprehensive Plan Impact: Like the East Bridge Park parcel directly to the west, this parcel is guided "Traditional Residential" within the current Monticello 2040 Vision + Plan. While this is a residential land use designation, the Plan specifically recognizes the inclusion of parks and playgrounds as allowable land uses within the guidance. In addition, the Comprehensive Plan adopts the Monticello Downtown Small Area Plan as a guiding document for downtown development and land use. The Downtown Small Area Plan specifically recommends redesigning the riverfront parks, so they are more visible and accessible. The Plan notes such improvements allow for larger events, but City Council Agenda: 04/10/2023 also encourage everyday use by creating pathway and pedestrian facilities that meet accessibility requirements and create more usable connections to the parks for all users. Accessibility for this riverfront pathway is particularly important as the City continues to promote the Mississippi River Trail, a federally designated bikeway extending from the headwater of the Mississippi to the Gulf of Mexico. The MRT route runs through Monticello. The acquisition parcel is currently zoned R-1, Single -Family Residence District. Parks are permitted uses in the R-1 District, although it is likely that in the future this parcel will be rezoned to CCD consistent with the adjacent park property. Parks are also permitted in the Riverfront sub -district of the CCD. The Planning Commission reviewed the proposed purchase of the property at its April 4, 2023, meeting and found that it to be in conformance to the Monticello 2040 + Comprehensive Plan. STAFF RECOMMENDATION City staff supports the acquisition. Purchasing this property is consistent with the Monticello 2040 Plan's goals for encouraging a revitalized downtown and reinforcing the community's connection to the Mississippi River. The acquisition furthers the City's goals of enhancing and activating the riverfront parks, making them an integral part of the Downtown experience. The acquisition also facilitates a future pathway reconstruction project to enhance accessible pedestrian routes within the downtown and specifically along the riverfront. SUPPORTING DATA A. City Council Resolution 2023-32 B. Purchase Agreement C. Aerial Site Image D. Wright County Beacon Property Info Report E. Monticello 2040 Vision + Plan, Excerpts F. Monticello Downtown Small Area Plan, Excerpts CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2023-32 RESOLUTION APPROVING ACQUISITION OF PROPERTY WHEREAS, the City of Monticello ("City") is proposing to acquire certain real property located at 207 River Street East, Monticello, MN 55362 (PID No. 155010066010) ("Property") for the expansion of East Bridge Park; WHEREAS, the City has received and reviewed the proposed Agreement for the acquisition of the property to be entered into by and between the City and the owner of the Property; WHEREAS, the Planning Commission has reviewed the proposed acquisition of the Property and has found that such acquisition is in conformance with the City's Comprehensive Plan; WHEREAS, the City Council finds that the acquisition of the Property is in the public's interest and furthers the aims and purposes of the City; WHEREAS, the Property is not under the threat of condemnation and the acquisition is a voluntary sale. NOW, THEREFORE, BE IT RESOLVED by the City of Monticello, Minnesota: 1. The Agreement is hereby approved. 2. The City Attorney and City staff are authorized to finalize all documents necessary to complete the acquisition of the Property. 3. The Mayor and City Administrator are authorized to execute any and all documents necessary and required under the terms of the Agreement to effect the acquisition of the Property. APPROVED AND ADOPTED this 101h day of April, 2023, by the City Council of the City of Monticello, Minnesota. CITY OF MONTICELLO 0 225654v1 Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk 225654v1 PURCHASE AGREEMENT THIS PURCHASE AGREEMENT (the "Agreement") is made this day of , 2022 ("Effective Date"), between the CITY OF MONTICELLO, a Minnesota municipal corporation (the "Purchaser") and KATHLEEN A. FROSLIE, a single person ("Seller"). 1. OFFER/ACCEPTANCE. Seller agrees to sell and Purchaser agrees to buy that certain parcel of real property located in the City of Monticello, Wright County, Minnesota described on attached Exhibit A ("Land") together with (1) buildings located on the Land ("Buildings"); (2) all improvements located on the Land and all permanent fixtures and property that integrally belongs to or is part of the Real Estate, whether attached or detached, such as light fixtures, shades, rods, blinds, awnings, windows, storm doors, screens, plumbing fixtures, furnaces, boilers, stoves -cook ranges, water heater, water softener, air-conditioning equipment, built-in items, outside television antenna, fencing gates and landscaping, excluding the stainless steel refrigerator to be removed by the Seller at the time of property is vacated by Seller; and (3) all easements and rights benefitting or appurtenant to the Land (collectively the "Real Property"), subject to certain encumbrances, if any, (the "Land" and Real Property" are collectively referred to herein as the "Property"). 2. PRICE AND TERMS. The purchase price ("Purchase Price") to be paid by Purchaser to Seller shall be Three Hundred Twenty -Seven Thousand Five Hundred and No/100 Dollars ($327,500.00), subject to satisfaction of certain due diligence and other contingencies described herein. The Purchase Price shall be paid as follows: A. Earnest Money. $5,000.00 as earnest money ("Earnest Money") which shall be deposited with the Preferred Title, Inc. ("Title Company") within three (3) business days after full execution and delivery of this Agreement. The Earnest Money shall be applied to the Purchase Price at Closing. The Earnest Money shall become non-refundable after expiration of the due diligence period described below, except as otherwise provided under Paragraph 9, 16 and 17 of this Agreement. B. Closing Pam. The balance of the Purchase Price (subject to prorations and adjustments provided herein) shall be payable in full at Closing (as defined below) by cash, certified funds, title company check or by wire transfer of immediately available funds. 3. DEED/MARKETABLE TITLE. Upon performance by Purchaser, Seller shall execute and deliver a Warranty Deed, conveying good and marketable title of record, subject to: A. Reservations of minerals or mineral rights by the State of Minnesota, if any; B. Building and zoning laws, ordinances, state and federal regulations; and C. Permitted Encumbrances as provided under Paragraph 9 of this Agreement. 1 2256230 4. REAL ESTATE TAXES AND SPECIAL ASSESSMENTS. A. Prior Years' Delinquent Real Estate Taxes and Delinquent Special Assessments. Delinquent real estate taxes payable in years prior to the year of Closing and delinquent installments of special assessments certified for collection with real estate taxes payable in years prior to the year of Closing, together with penalty, interest and costs, shall be paid by Seller not later than the Closing Date. B. Real Estate Taxes Payable in the Year of Closing. Real estate taxes payable in the year of Closing shall be prorated between Seller and Purchaser on a calendar year basis as of Closing Date. Purchaser shall assume installments not paid at Closing. Seller shall pay penalty, interest and costs on any delinquent installment of taxes and special assessments payable by Seller in the year of Closing. C. Deferred Real Estate Taxes. Seller shall pay on the Closing Date or provide for payment of any deferred real estate taxes (including "Green Acres" taxes under Minn. Stat. § 273.111) payment of which is required as a result of the Closing of this sale and the recording of the Deed. Provision for payment shall be by payment into escrow of 1.5 times the estimated payoff amount of the deferred taxes. D. Certified Special Assessments. All installments of special assessments certified for payment with the real estate taxes payable in the year of Closing shall be paid by Seller at Closing. E. All Other Levied Special Assessments. Seller shall pay on the Closing Date all other special assessments levied as of the date of this Purchase Agreement. 5. SELLER'S BOUNDARY LINE, ACCESS, RESTRICTIONS, AND LIEN WARRANTIES. Seller warrants that, to their actual knowledge, buildings on adjoining real property, if any, are entirely outside of the boundary lines of the Property. Seller warrants that, to their actual knowledge, there has been no labor or material furnished to the Property for which payment has not been made. Seller warrants that, to its actual knowledge, there are no present violations of any restrictions relating to the use or improvement of the Property. These warranties shall survive for a period of ninety (90) days from the delivery of the Deed. 6. DUE DILIGENCE. Upon reasonable notice to Seller, Purchaser and Purchaser's authorized agents shall have the right during the period from the Effective Date to the Closing Date to enter in and upon the Property in order to make, at Purchaser's expense, surveys, measurements, soil tests, and other tests that Purchaser may deem necessary. Purchaser agrees to restore any resulting damage to the Property and to indemnify, hold harmless, and defend Seller from any and all claims by third persons of any nature whatsoever arising from Purchaser's right of entry hereunder, including all actions, proceedings, demands, assessments, costs, expenses, and attorneys' fees. Purchaser shall not perform any invasive testing of the Property without Seller's prior written consent. Purchaser shall indemnify, defend, and hold Seller harmless from all costs, expenses or liabilities incurred during or because of said inspections, testing, surveying and Tests or any other liability, loss, cost, 2 2256230 or damages incurred by Seller by reason of such entry. Purchaser shall promptly repair any damage to the Property caused by Purchaser or its agents, contractors or invitees and shall restore the Property to the condition existing prior to entry upon same to the extent the need for restoration arises from Purchaser's or its employees, agents, contractors or invitees entry or activities upon said property. Purchaser's obligations under this Section shall survive the closing or earlier termination of this Agreement. Notwithstanding the foregoing, Purchaser's liability shall not exceed the limits provided under Minn. Stat. Ch. 466. 7. POSSESSION. Seller shall deliver possession of the Property not later than the actual Closing Date subject to that certain lease agreement a copy of which is attached as Exhibit B to this Agreement and made a part thereof ("Lease"). 8. TITLE INSURANCE. A. Within ten (10) days of the Effective Date, Purchaser shall order a commitment prepared by Land Title ("Title Company"), for an Owner's current Form ALTA title insurance policy commitment the Title Company to insure good and marketable title to the Property free and clear of liens, mortgages, charges or encumbrances, except the Permitted Encumbrances, and including copies of all items of record identified therein ("Title Commitment"). B. Within (15) business days after receiving the Title Commitment, Purchaser may make written objections ("Objections") to the form and/or contents of the Title Commitment. Any items shown in the Title Commitment and not objected to by Purchaser shall be deemed to be Permitted Encumbrances. 9. TITLE CORRECTIONS AND REMEDIES. Seller shall have thirty (30) days from receipt of Purchaser's written title objections to make title marketable. Upon receipt of Purchaser's title objections, Seller shall, within ten (10) business days, notify Purchaser of Seller's intention to make title marketable within the 30 day period. Liens or encumbrances for liquidated amounts which can be released by payment or escrow from proceeds of Closing shall not delay the Closing. Cure of the defects by Seller shall be reasonable, diligent, and prompt. Pending correction of title, all payments required herein and the Closing shall be postponed. Upon correction of title and within ten (10) days after written notice to Purchaser, the parties shall perform this Agreement according to its terms. If no such notice is given or if notice is given but title is not corrected within the time provided for, the Purchaser (at Purchaser's option) shall have the right to: (a) terminate this Agreement and in which case the parties will have no further rights, duties or obligations hereunder, except those obligations that expressly survive termination, and the Earnest Money shall be returned to the Purchaser or (b) accept title to the Property subject to the objections Seller has elected not to cure, without reduction in the amount of the Purchase Price, in which case such objections to title will be deemed to have become Permitted Exceptions. 10. SELLER'S COVENANTS, REPRESENTATIONS, AND WARRANTIES. Seller represents and warrants to Purchaser as follows: 3 2256230 A. Claims. At Closing, there will be no existing claims, actions, suits or other proceedings pending, or to the actual knowledge of Seller, threatened by any governmental department or agency, or any other corporation, partnership or entity or person whomsoever against Seller or the Property, which in any manner or to any extent may detrimentally affect the Property or Purchaser's right, title or interest in and to any part or all of the Property after Closing. B. Outstanding Agreements. On the Closing Date there will be no (i) outstanding leases or occupancy agreements, or (ii) outstanding contracts made by Seller for any improvements to the Property which have not been fully paid for or for which Seller shall not have made arrangements to pay off at Closing, or that will affect the Property or be binding upon Purchaser or upon the Property subsequent to Closing without Purchaser's written consent; and Seller shall cause to be discharged all mechanic's or materialmen's liens arising from any labor or materials furnished to the Property that were made at the request of Seller, its agents, or contractors, prior to the Closing. C. FIRPTA. Seller is not a foreign person; as such term is defined in Section 1445(f) (3) of the Internal Revenue Code of 1986, as amended, and shall deliver an affidavit to that effect at closing, which shall be in form and substance sufficient to comply with the Internal Revenue Code. D. Well Disclosure. Check one of the following: [_X_] (1) Seller certifies that Seller does not know of any wells on the Property and will so certify on the deed delivered on Closing Date. [_] (2) Wells on the Property are disclosed by Seller on the M.S.B.A. Real Property Form No. 21 (2005), Well Disclosure Statement. E. Disclosure of Individual On -Site Sewage Treatment System Disclosure. [Check one of the following.] X Seller certify that Seller does not know of any individual on-site sewage treatment systems on the Property. _ Individual on-site sewage treatment systems on the Property are disclosed by Seller on the attached Disclosure form. F. Methamphetamine Disclosure. To Seller's knowledge, methamphetamine production has not occurred on the Property. G. Protected Historical Sites. [Select either one of the following.] Seller represents that Seller does not know if there are historical, Native American, or archeological materials on or in the Property that might be protected by law. X To Seller's knowledge, the property does not have any American Indian burial grounds, other human burial grounds, ceremonial earthworks, historical materials, and/or other archeological sites that are protected by federal or state law. Purchaser's obligation to close is contingent upon Purchaser determining to Purchaser's satisfaction that the property 4 2256230 does not have any American Indian burial grounds, other human burial grounds, ceremonial earthworks, historical materials, and/or other archeological sites that are protected by federal or state law. H. Ag Preserves. No part of the Property is subject to an agricultural preserve covenant or constitutes an agricultural preserve pursuant to Minn. Stat. § 473H.02 to 473H.17. I. FIRPTA. Seller is not a "foreign person," "foreign partnership," "foreign trust" or "foreign estate," as those terms are defined in Section 1445 of the Internal Revenue Code. J. Broker. Seller has not engaged a broker in relation to the sale of the Property. K. Hazardous Substances. To the best of Seller's knowledge, there are no Hazardous Substances located on the Property, the Property is not subject to any liens or claims by government or regulatory agencies or third parties arising from the release or threatened release of Hazardous Substances in, on or about Property; and the Property has not been used in connection with the generation, disposal, storage, treatment or transportation of Hazardous Substances, other than small quantities of Hazardous Substances used by the tenants under the Leases which, to the best of Seller's knowledge, are used and disposed of in accordance with laws applicable to such Hazardous Substances. For purposes of this Agreement, the term "Hazardous Substance" includes but is not limited to any substance designated as a hazardous substance or a toxic pollutant by the Clean Water Act, Title 33 U.S.C. Section 1251, et seq.; any element, compound, mixture, solution or substance designated as a hazardous substance by the Comprehensive Environmental Response, Compensation and Liability Act, Title 42 U.S.C. Section 9601, et seq.; any hazardous waste having the characteristics identified in or developed and promulgated pursuant to the Solid Waste Disposal Act, Title 42, U.S.C. Section 6921; any hazardous air pollutant as defined under Section 112 of the Clean Air Act, Title 42 U.S.C. Section 7412, any imminently hazardous chemical substance or mixture with respect to which the Administrator of the Environmental Protection Agency has taken action pursuant to Section 7 of the Toxic Substances Control Act, Title 15 U.S.C. Section 2606 and any "Hazardous Waste," "Hazardous Substance," "Pollutant or Contaminant" as defined in the Minnesota Environmental Response and Liability Act, Minnesota Statutes, Section 115B.02. The term "Hazardous Substance" also includes, but is not limited to, a substance declared to be hazardous under the above described Federal and State Acts after the date of this Agreement, so long as such substance was located on the Property as of Closing, and such term also includes polycholorinated biphenyls, urea formaldehyde, petroleum, petroleum products, heating oil, natural gas, natural gas liquids, liquefied natural gas or synthetic gas usable for fuel (or mixtures of natural gas and synthetic gas) or related substances. L. Lien for Medical Assistance. Seller indicates that the Property IS NOT subject to a lien for Medical Assistance or other public assistance. 11. PURCHASER'S COVENANTS, REPRESENTATIONS, AND WARRANTIES. Purchaser represents and warrants to Seller as follows: During the design process for the park that will be created partially on and abutting the 2256230 Property, Purchaser will incorporate a memorial bench in memory of Michael Froslie in the vicinity of the residential building located on the Property. Purchaser's covenants, representations and warranties shall survive the closing of the Agreement. The estimated cost for the design, fabrication, installation with concrete slab and final assembly for the bench is $2,500. 12. RELOCATION. Seller is aware of Seller's rights and payments that Seller may be eligible to receive pursuant to the Uniform Relocation Assistance Act (the "Act"). Seller acknowledges that Seller has been given the opportunity to seek and receive the advice of legal counsel with respect to relocation, moving, reestablishment, and other costs, if any, that may be available under the Act. Seller and Purchaser agree that this is a voluntary sale by Seller. Purchaser represents that Purchaser would not acquire the Property in the event that negotiations between Seller and Purchaser had failed to result in an amicable agreement. If the transaction set forth by this Agreement is not completed, Purchaser has no present intent to acquire the property by eminent domain and has not considered the use of eminent domain. If this Agreement is terminated for any reason, Seller is free to retain ownership of the Property or to sell the Property on the private market. As Buyer and Seller agree that this is a voluntary sale, state and federal law permit the Buyer to request a waiver of relocation benefits from Seller, as provided under Minn. Stat. § 117.521. Therefore, Seller hereby waives all rights it may have under Chapter 117 of the Minnesota Statutes to relocation benefits. Seller's waiver and obligations under this Paragraph shall survive Closing. 13. CLOSING. The closing (the "Closing") of the purchase and sale contemplated by this Agreement shall occur at a location designated by Purchaser, and shall occur on or before May 12, 2023 ("Closing Date"). At Closing, Seller and Purchaser shall disclose their Social Security Numbers or Federal Tax Identification Numbers for the purposes of completing state and federal tax forms. 14. CLOSING DOCUMENTS. A. At the Closing, Seller shall execute and/or deliver to Purchaser the following: (1) Warranty Deed. A Warranty Deed in recordable form and reasonably satisfactory to Purchaser and the Title Company. (2) Seller's Affidavit. A standard form affidavit by Seller indicating that on the Closing Date there are no outstanding, unsatisfied judgments, tax liens, or bankruptcies against or involving Seller or the Property; that there has been no skill, labor, or material furnished to the Property for which payment has not been made or for which mechanic's liens could be filed; and that there are no other unrecorded interests in the Property. (3) Non -Foreign Person Certification. A certification in form and content satisfactory to the parties hereto and their counsel, properly executed by Seller, containing such information as shall be required by the Internal Revenue Code, 0 2256230 and the regulations issued there under, in order to establish that Seller is not a "foreign person" as defined in § 1445(f)(3) of such Code and such regulations. (4) Storage Tanks. If required, an affidavit with respect to storage tanks pursuant to Minn. Stat. § 116.48. (5) Well Certificate. If there is a well located on the Property, a well disclosure certificate in form and substance true to form for recording. (6) Bring Down Certificate. A certification that the representations and/or warranties made by Seller is materially the same as were in existence on the date of this Agreement or noting any changes thereto. (7) Lease. Seller's signature to the Lease as Tenant. (8) Keys. Keys to the buildings located on the Property. (9) Other Documents. All other documents reasonably determined by either party or the title insurance company to be necessary to transfer and provide title insurance for the Property. B. At the Closing, Purchaser shall execute and/or deliver to Seller the following: (1) Purchase Price. Payment of the purchase price. (2) Lease. Purchaser's signature to the Lease as Landlord. (3) Other Documents. All other documents reasonably determined by either party or the title insurance company to be necessary to transfer and provide title insurance for the Property. 15. CLOSING COSTS. The costs relating to the closing of this transaction shall be paid as follows: A. Purchaser shall pay: (1) Recording fee for the Warranty Deed; (2) One-half of the closing fees charged by the Title Company; (3) The state deed tax; (4) Conservation fee attributable to the Warranty Deed; (5) Purchaser's attorney fees; (6) Pro -rated taxes; and (7) All costs for the title commitment and issuance of an owner's title insurance policy. 7 2256230 B. Seller shall pay: (1) Recording costs for all documents necessary to place record title in Seller; (2) One-half of the closing fees charged by the Title Company; and (3) Pro -rated taxes. C. Seller and Purchaser shall each pay its own attorneys' fees in connection with the preparation and negotiation of this Agreement and the Closing. 16. PURCHASER'S CONTINGENCIES. Purchaser's obligations under this Agreement are contingent upon Purchaser's satisfaction with each of the following prior to the Closing Date ("Purchaser's Contingencies"): (a) The representations and warranties of Seller set forth in this Agreement must be true as of the date of this Agreement and on the Closing Date, and Seller shall have delivered to Purchaser at Closing a certificate dated the Closing Date, signed by Seller, certifying that such representations and warranties are true as of the Closing Date; and (b) Purchaser determining on or before the Closing Date, that it is satisfied, in its sole discretion, with the Property Documents and the results of matters disclosed by a Phase I Environmental Audit or by any additional environmental/engineering investigation or testing of the Property performed by Purchaser or Purchaser's agent. By executing this Agreement, Seller hereby authorizes Purchaser to enter upon the Property at reasonable times to conduct the investigations and/or tests described herein. Purchaser shall be solely responsible for all environmental tests and shall hold Seller harmless from any such costs and shall indemnify Seller for breach of this provision including reasonable attorneys' fees. If the Purchaser's Contingencies have not been satisfied on or before the Closing Date, then Purchaser may, at Purchaser's option, (a) terminate this Agreement in which case the parties will have no further rights, duties or obligations hereunder, except those obligations that expressly survive termination, and the Earnest Money shall be returned to the Purchaser; or (b) waive any such unsatisfied contingency, without reduction in the amount of the Purchase Price, and proceed to Closing. The contingencies set forth in this section are for the sole and exclusive benefit of Purchaser, and Purchaser shall have the right to waive the contingencies by giving notice to Seller. 17. DEFAULT. If either party shall default in any of their respective obligations under this Agreement, the other party, by notice to such defaulting party specifying the nature of the default and the date on which this Agreement shall terminate (which date shall not be less than thirty (30) days after the giving of such notice), may terminate this Agreement, and upon such date, unless the default so specified shall have been cured, this Agreement shall terminate and the Earnest Money shall be returned to the Purchaser. In the case of any default by the Seller or Purchaser, the non - 2256230 defaulting party's sole and exclusive remedy shall be termination of this Agreement as provided above. 18. ESCROW. At Closing Seller shall deposit $17,500.00 in escrow with the Title Company to guarantee compliance with the terms of the Lease attached hereto, including payment of utilities during the Lease Term and removal of all personal property. Purchaser may draw on the escrow for any unpaid utility fees during the Lease Term and for costs associated with removing and disposing of personal property remaining on the Property upon termination of the Lease. Any amount remaining in the escrow will be returned to the Seller. This provision shall survive the closing of this Agreement. 19. NOTICES. All notices, demands and requests which may be given, or which are required to be given by one party to the other shall be in writing, sent by United States Mail, postage prepaid, certified with return receipt requested as follows: If to Purchaser: City of Monticello Attn: Rachel Leonard 505 Walnut Street Monticello, MN 55362 With copy to: Andrea McDowell Poehler Campbell Knutson, P.A. Grand Oak Officer Center I 860 Blue Gentian Road, Ste. 290 Eagan, Minnesota 55121 If to Seller: Kathleen A. Froslie 207 E River St Monticello, MN 55362 20. MINNESOTA LAW. This contract shall be governed by the laws of the State of Minnesota. 21. TIME IS OF THE ESSENCE. Time is of the essence for all provisions of this Purchase Agreement. 22. ENTIRE AGREEMENT; MODIFICATION. This Agreement constitutes the complete agreement between Seller and Purchaser and supersedes any prior oral or written agreements between them regarding the Property. There are no oral agreements that change this Agreement, 0 2256230 and no amendment of any of its terms will be effective unless in writing and executed by both Seller and Purchaser. 23. BINDING EFFECT. This Agreement binds and benefits Seller and Purchaser and their respective successors and assigns. 24. WAIVER. No waiver of the provisions of this Agreement shall be effective unless in writing, executed by the parry to be charged with such waiver. No waiver shall be deemed a continuing waiver or waiver in respect of any subsequent breach or default, either of similar or different nature, unless expressly stated in writing. 25. COUNTERPARTS. This Agreement may be executed in any number of counterparts and each such counterpart shall be deemed to be an original instrument, but all such counterparts together shall constitute but one Agreement. 26. FACSIMILE SIGNATURES. This Agreement may be executed with signatures transmitted by facsimile or email and shall constitute a binding agreement with such signatures. Nonetheless, any party providing facsimile or emailed signatures shall provide the other party with the original signatures within five (5) business days after providing the facsimile signature page(s). 27. BROKER'S COMMISSION. Each party represents to the other that it has not engaged any party as a broker in connection with the transactions contemplated by this Agreement. Seller will indemnify Purchaser from and against any and all liability to which Purchaser may be subjected by any broker's, finder's, or similar fee with respect to the transactions contemplated by this Agreement to the extent such fee is attributable to any action undertaken by or on behalf of Seller or any affiliate of Seller, including any claim by Seller's Broker or any employee or agent of Seller's Broker. Purchaser will indemnify Seller from and against any and all liability to which Seller may be subjected by reason of any broker's, finder's or similar fee with respect to the transactions contemplated by this Agreement to the extent such fee is attributable to any action undertaken by or on behalf of Purchaser. 28. SEVERABILITY. If any provision of this Agreement is invalid or unenforceable, such provision shall be deemed to be modified to be within the limits of enforceability or validity, if feasible; however, if the offending provision cannot be so modified, it shall be stricken and all other provisions of this Agreement in all other respects shall remain valid and enforceable. [Remainder of page intentionally left blank] [Signature pages to follow] 10 2256230 IN WITNESS WHEREOF, Purchaser and Seller have caused this Agreement to be duly executed as of the date first written above. PURCHASER: CITY OF MONTICELLO Lloyd Hilgart, Mayor Rachel Leonard, City Administrator 11 2256230 SELLER: Kathleen A. Froslie 12 2256230 EXHIBIT A TO RESIDENTIAL SALE AND PURCHASE AGREEMENT Legal Description of Property: Address: 207 River Street East, Monticello, MN 55362 PI13:155010066010 [Title commitment legal description to govern] 13 2256230 EXHIBIT B TO RESIDENTIAL SALE AND PURCHASE AGREEMENT LEASE AGREEMENT THIS LEASE AGREEMENT (the "Lease") made and entered into this day of , 2023 ("Effective Date"), by and between the CITY OF MONTICELLO, a Minnesota municipal corporation (the "City" or "Landlord") and KATHLEEN A. FROSLIE, a single person ("Tenant"). WHEREAS, the City and Lessees entered into a Residential Sale and Purchase Agreement dated , 2023 ("Purchase Agreement") for the sale of the Property located at 207 E. River St., Monticello, MN 55362 and legally described on the attached Exhibit "A," by Tenant to City ("City Property"); and WHEREAS, the City Property includes a single family residence and detached garage; and WHEREAS, under the terms of the Purchase Agreement, the City agreed to lease to Tenant the City Property until August 31, 2023 pursuant to the terms of this Lease. NOW, THEREFORE, in consideration of the mutual covenants and agreements herein, it is hereby mutually agreed by the parties as follows: 1. LEASED PREMISES. The Premises to be leased under this Lease is the property legally described in Exhibit A attached hereto and incorporated herein ("Premises"). 2. OCCUPANCY AND USE OF PROPERTY. Tenant shall have the right to continue to use the Property as Tenant's primary residence during the term of this Lease. The Premises and utilities shall be used solely for residential purposes. 3. TERM. This Lease shall commence on , 2023, and shall terminate on the earlier of (i) August 31, 2023; or (ii) Tenant vacating the home on the Premises and removing all property required under the terms of this Lease ("Termination Date"). 4. PAYMENT OF RENT. Tenant shall pay no monthly base rent during the term of this Lease. 5. MAINTENANCE OF PREMISES. Tenant shall pay be responsible for all loss, damage, maintenance, and repairs, of any kind, to the Premises, including structures and personal property located on the Premises, and all costs associated with the foregoing. 225623v4 6. ACCEPTANCE OF PROPERTY. Tenant has resided on the Premises for several years. Tenant acknowledges that Tenant is familiar with the Premises and accepts the Premises "as is" during the term of this Lease. Tenant further acknowledges that no representations as to the repair of the Premises or promises to alter, remodel or improve the Premises have been made by the City. 7. UTILITIES. Tenant shall be responsible for arranging for and paying for all utility services required to serve the Premises. Tenant shall pay all charges for gas, electricity and other utilities, including sewer and water charges, telephone, cable and trash removal, used in or furnished to the Premises during the term of this Lease. The City shall not be liable in damages or otherwise for failure to furnish such services where failure or interruption is due to causes beyond the City's reasonable control. The City may draw on the escrow provided under the Purchase Agreement for the cost of any utilities that Tenant fails to pay under the terms of this Lease. 8. TENANT'S PROMISES: A. Tenant shall use the Premises only as a private residence. B. Tenant shall abide by and conform to all statutes, ordinances, rules and regulations of duly constituted public authorities relating to the use and occupancy of the Premises. C. Tenant shall not use the Premises in any way that would cause a cancellation, restriction or increase in premium of the City's insurance. D. Tenant shall not use or store in or near the Premises any flammable or explosive substances in an unsafe manner. E. Tenant shall at all times keep and maintain the Premises in a neat, clean and sanitary condition, free from waste or debris, and shall remove, at Lessees' expense, all ashes, garbage and refuse of any kind and shall neither permit nor commit any waste or nuisance thereon. Tenant shall recycle or dispose of trash in the outside containers provided for those purposes. F. Tenant shall maintain the yard to the Premises and the driveway in good condition including mowing and snowplowing. G. Tenant covenants and agrees that Tenant, and Tenant's agents, contractors, licensees and invitees shall not handle, use, manufacture, store or dispose of any flammables, explosives, radioactive materials, hazardous wastes or materials (as may be defined by Federal or State Law), toxic wastes or materials, petroleum products, or other similar substances or derivatives thereof (collectively "Hazardous Materials"), on, under, or about the Premises, without the City's prior written consent (which consent may be withheld or denied for any or no reason). 2 225623v4 9. PERSONAL PROPERTY. Tenant may obtain Renter's Insurance. All personal property belonging to Tenant shall be on the Premises at the risk of Tenant. The City shall not be liable for any damage to Tenant's personal property and Tenant waives all claims against the City for damages to persons or property sustained by Tenant or Tenant's occupants or invitees, except those claims caused by the grossly negligent or intentionally malicious act or omission of the City or its agents. 10. THE CITY'S RIGHT TO ENTER. The City may enter the Premises for a reasonable business purpose. The City must first make a good faith effort to give reasonable notice to the Tenant of the intent to enter. The City may enter the Premises in an emergency. The City must disclose the date, time and purpose of the emergency entry in writing. The writing must be left in a conspicuous place in the Premises. 11. NOTICE OF DANGEROUS CONDITIONS. Tenant shall promptly notify the City of any conditions that might cause damage to the Premises. The notice may be oral or in writing. 12. ASSIGNMENT AND SUBLETTING. Tenant may not assign or sublet the Premises. 13. TERMINATION; NOTICE TO TERMINATE LEASE. A. Tenant may terminate this Lease prior to August 31, 2023, by giving five (5) days written notice to the City. B. Upon termination, Tenant must remove all personal property from the Premises and return all keys to all buildings located on the Premises to the City. Tenant may also remove fixtures and appliances located on the Premises at Tenant's sole cost and expense, upon written approval ftom the City. Any possessions or property remaining on the Premises upon termination of the Lease may be considered by the City to have been abandoned. City may dispose of the possessions and personal property in the manner that City deems appropriate and may draw on the escrow deposited with the Purchase Agreement for the City's costs of removal and disposal of the personal property. City shall not be liable to Tenant, or Tenant's representatives, heirs or assigns for disposing of the personal possessions or property upon termination of the Lease. 14 PREMISES DESTROYED, UNINHABITABLE OR UNFIT FOR OCCUPANCY. If the Premises is destroyed or becomes totally uninhabitable or completely unfit for occupancy for whatever reason, either the City or Tenant may terminate this Lease. To terminate the Lease, the City or Tenant shall give prompt written notice to the other. Utilities shall be prorated as of the date the Premises became unfit for occupancy. 15. BREACH OF LEASE [RE-ENTRY CLAUSE]. If Tenant materially breach this Lease, the City may: 225623v4 A. Demand in writing that Tenant immediately give up possession of the Premises. If Tenant does not give up possession, the City may bring an eviction (unlawful detainer) action. B. Demand in writing that Tenant gives up possession of the Premises to the City at a certain date in the future. If Tenant does not give up possession on that date, the City may bring an eviction (unlawful detainer) action. The City may accept rent for the period up to the date possession is to be transferred without giving up the City's right to evict. C. Bring an eviction (unlawful detainer) action immediately. 16. SUBROGATION. If requested, the City and Tenant give up all rights of subrogation against the other for loss or damage covered by insurance. 17. NOTICES. Any notice or document required or permitted to be delivered under the terms of this Lease shall be deemed to be delivered, whether actually received or not, when deposited in the United States mail, postage prepaid, certified or registered mail, addressed to the parties hereto at the addresses set forth below, or at such other address as they have previously designated in written notice delivered in accordance with this Section: If to the City: City of Monticello Attn: City Administrator 505 Walnut Street Monticello, MN 55362 If to the Tenant: Kathleen A. Froslie 207 E. River St. Monticello, MN 55362 18. NOTICE OF PROHIBITION AGAINST UNLAWFUL ACTIVITIES. A. Tenant shall not unlawfully allow controlled substances in the Premises or in the common area or curtilage of the Premises. The Premises will not be used by Tenant or persons under Tenant's control to manufacture, sell, give away, barter, deliver, exchange, distribute or possess with the intent to sell, give, away, barter, deliver, exchange, or distribute a controlled substance in violation of any local, state, or federal law. B. Tenant shall not allow prostitution or prostitution -related activity as defined in Minn. Stat. § 617.80, subdivision 4, to occur on the Premises or in the common area and curtilage of the Premises. El 225623v4 C. Tenant shall not allow the unlawful use or possession of a firearm in violation of Minn. Stat. § 609.66, subdivision la, § 609.67, or §624.713 on the property, its lands, or common area. The following notice is required by Minn. Stat. § 504B.305. A seizure under §609.5317, subd. 1, for which there is not a defense under § 609.5317, subd. 3, constitutes unlawful detention by Tenant. 19. AMENDMENTS. The City and Tenant may amend the terms of this Lease in writing. 20. INDEMNIFICATION. Tenant shall indemnify and save harmless the City against all liabilities, damages, claims, fines, penalties, costs and other expenses, including all attorneys' fees, which may be imposed upon, incurred by or asserted against the City by reason of the following, except for any of the following that result from the grossly negligent or intentionally malicious act or omission of the City or its agents: (a) any use or condition of the Premises or any part thereof, (b) any personal injury or property damage occurring on the Premises; (c) any negligence on the part of Tenant, Tenant's agents, contractors, licensees or invitees; (d) any failure by Tenant, any agent or invitee of Tenant to comply with any requirement of any governmental authority; (e) any prosecution or defense of any suit or other proceeding in discharging the Premises or any part thereof from any liens, judgments or encumbrances created upon or against the same by Lessee, any agent or invitee of Tenant or against Tenant's interest in the Premises; (f) any proceedings in obtaining possession of the Premises after the termination of this Lease by forfeiture or otherwise; (g) any litigation commenced by or against Tenant to which the City is made a party without any fault on the part of the City; (h) any response costs, other damages and expenses (including attorneys' fees) which may be imposed upon, incurred by or asserted against the City by reason of the use, release, threatened release or disposal of Hazardous Wastes at the Premises by Lessee, any agent or invitee of Tenant; and (i) any failure on the part of Tenant to perform or comply with any covenant or agreement required to be performed or complied with by Tenant hereunder. 21. ALTERATIONS AND IMPROVEMENTS. Tenant shall make no alterations to the buildings or improvements on the Premises or construct any building or make any other improvements on the Premises without the prior written consent of the City. 22. ATTORNEYS' FEES. Should it become necessary for the City to employ an attorney to enforce any of the conditions or covenants hereof, including the collection of rentals or gaining possession of the Premises, Tenant agrees to pay all expenses so incurred, including a reasonable attorneys' fee. 23. RECORDING OF LEASE. Tenant shall not record this Lease on the Public Records of any public office. In the event that Tenant shall record this Lease, this Lease shall, at City's option, terminate immediately and City shall be entitled to all rights and remedies that it has at law or in equity. 24. GOVERNING LAW. This Lease shall be governed, construed and interpreted by, through and under the Laws of the State of Minnesota. 225623v4 25. SEVERABILITY. If any provision of this Lease or the application thereof shall, for any reason and to any extent, be invalid or unenforceable, neither the remainder of this Lease nor the application of the provision to other persons, entities or circumstances shall be affected thereby, but instead shall be enforced to the maximum extent permitted by law. 26. BINDING EFFECT. The covenants, obligations and conditions herein contained shall be binding on and inure to the benefit of the heirs, legal representatives, and assigns of the parties hereto. 27. NON -WAIVER. No indulgence, waiver, election or non -election by the City under this Lease shall affect Tenant's duties and liabilities hereunder. CITY OF MONTICELLO 0 225623v4 Lloyd Hilgart, Mayor Rachel Leonard, City Administrator TENANT: Kathleen A. Froslie EXHIBIT A TO LEASE AGREEMENT Legal Description of City Property Address: 207 River Street East, Monticello, MN 55362 PI13:155010066010 [Title commitment legal description to govern] 225623v4 X07 'PG,t k.'Ver st 0,.Beacon Wright County, MN Overview Date created: 4/4/2023 Last Data Uploaded: 4/4/202310:48:50 AM Developed by4� Schneider GEOSPATIAL Legend Roads — CSAHCL — CTYC L — MUNICL — PRIVATECL — TWPCL Highways Interstate State Hwy US Hwy City/Township Limits i.._ ; i t Parcels Torrens fl,,Beacon Wright County, MN Summary Parcel ID 155010066010 Property Address 207 RIVER ST E MONTICELLO MN 55362 Sec/Twp/Rng 11-121-025 Brief SECT -11 TWP-121 RANGE -025 ORIGINAL PLAT MONTICELLO BLOCK-OOA TH PRT OF LTS1&5 BLKA LY ELY OF LN BEING15FT ELY OF&PAR TO WLY Tax Description BDRY LN OF SD LTS1&5 ALSO TH PRT OF LTS2&4 LY WLY OF LN BEI NG 33FT ELY OF& PAR TO WLY BDRY LN OF LTS2&4 (Note: Not to be used on legal documents) Deeded Acres 0.00 Class 201 - 1A/18/4BB RESIDENTIAL SINGLE UNIT District (1101) CITY OF MONTICELLO-0882 School District 0882 Note: Class refers to Assessor's Classification Used For Property Tax Purposes Valuation Taxation 2023 Assessment 2022 Assessment 2021 Assessment 2020 Assessment 2019 Assessment + Estimated Land Value $109,400 $95,400 $95,400 $90,900 $90,900 + Estimated Building Value $114,600 $106,600 $91,100 $88,300 $85,600 + Estimated Machinery Value $0 $0 $0 $0 $0 = Total Estimated Market Value $224,000 $202,000 $186,500 $179,200 $176,500 Taxation Taxes Paid Receipt # 2022 Payable 2021 Payable 2020 Payable 2019 Payable Estimated Market Value $186,500 $179,200 $176,500 $159,300 - Excluded Value $0 $0 $0 $0 - Homestead Exclusion ($20,500) ($21,100) ($21,400) ($22,900) = Taxable Market Value $166,000 $158,100 $155,100 $136,400 Net Taxes Due $1,944.00 $1,864.00 $1,842.00 $1,668.00 + Special Assessments $0.00 $0.00 $0.00 $0.00 = Total Taxes Due $1,944.00 $1,864.00 $1,842.00 $1,668.00 % Change 4.29% 1.19% 10.43% 0.00% Taxes Paid Receipt # Receipt Print Date Bill Pay Year Amt Adi Amt Write Off Amt Charge Amt Payment 1785423 8/26/2022 2022 $0.00 $0.00 $0.00 ($972.00) 1746673 4/5/2022 2022 $0.00 $0.00 $0.00 ($972.00) 1719532 10/1/2021 2021 $0.00 $0.00 $0.00 ($932.00) 1687597 5/6/2021 2021 $0.00 $0.00 $0.00 ($932.00) 1646365 10/6/2020 2020 $0.00 $0.00 $0.00 ($921.00) 1610993 5/8/2020 2020 $0.00 $0.00 $0.00 ($921.00) 1568007 10/3/2019 2019 $0.00 $0.00 $0.00 ($834.00) 1523056 4/15/2019 2019 $0.00 $0.00 $0.00 ($834.00) 1487462 9/27/2018 2018 $0.00 $0.00 $0.00 ($799.00) 1466772 5/16/2018 2018 $0.00 $0.00 $0.00 ($799.00) 1410349 10/4/2017 2017 $0.00 $0.00 $0.00 ($1,015.00) 1375300 5/10/2017 2017 $0.00 $0.00 $0.00 ($1,015.00) 1323718 10/12/2016 2016 $0.00 $0.00 $0.00 ($1,004.00) 1291594 5/17/2016 2016 $0.00 $0.00 $0.00 ($1,004.00) Sketches o "Al c 378sf Og 840sf ONB 12sf C) r -I [APB r14 05f rn r -I 24 EPG 00 192sf co 1? DKA 36sf 6 Map 21 DGA. 5 04s f 21 FUTURE LAND USE MAP The Missing Middle Housing consists of multi- unit housing types such as duplexes, fourplexes, bungalow courts, and mansion apartments no bigger than a large house, These housing types are often integrated into blocks with primarily single-family homes, provide diverse housing choices and generate enough density to support transit and locally -serving commercial amenities. Although many of these are a common feature in pre-war building stocks, these housing types have become much less common. Ul—K - wNN V5E cOURTVARD euNGnLau ccvRT TWPLEx/ APARTMENT` DE.AcwED .. D1P�" rcuRP�Ex Hp1,I51NG----------- MI551NG MIDDLE Source: Opticos Design, Inc. Traditional Residential and Mixed Neighborhood Two new designations have been applied to both older and newer areas of the City in effort to capture correlating neighborhood types and compatibility with existing uses while allowing opportunities for development, improvement and growth. The existing neighborhoods surrounding and emanating from the downtown are designated as Mixed Neighborhood to recognize this area's potential for additional density and mixed housing types with neighborhood scaled commercial uses and services. Commercial uses are considered minor and are only intended for small, neighborhood serving uses. They should only be located on minor arterials or higher street classification. There may be other locations appropriate for these designations. A smaller Traditional Neighborhood designation has been applied to portions of the riverfront and properties along River Street and Broadway Avenue where the street network and land parcels similar to older, traditional neighborhoods with residential -scaled streets, sidewalks, large street trees and mature housing stock. Mixed -Density Residential A Mixed -Density Residential designation encourages a wide range of housing types, densities and residential development between 8-25 dwelling units per acre. This designation applies primarily along the 7th Street corridor, south along State Highway 25, and other pockets of the City where higher densities and mixed housing types is encouraged, such as near the Downtown. The broad density range promotes a wide variety of housing types including small lot single-family, apartments, condominiums, and townhomes. This designation may be allowed in proximity to other medium to high density residential areas, however the nature and concentration of existing residential uses shall be carefully considered to avoid an over concentration of these uses. For example, there may be some locations more appropriate for small -lot single family development, and others where a four-story multi -family building is the best choice. This will be determined by the parcel size, surrounding land uses, and the existing form and scale of the neighborhood. In locations where the Mixed -Density Residential designation is applied adjacent to the low-density residential uses, new residential development should be of similar mass, scale and architectural character to existing neighborhoods. Manufactured Home Two manufactured home neighborhoods exist in Monticello. These include the West Side Park and River Terrace along River Street and Kjellberg's Manufactured Home Park along State Highway 25 in the southern part of the City. The intent of the designation is to recognize and maintain these neighborhoods as locations for manufactured housing types. MONTICELLO 2040 VISION + PLAN 57 PARKS AND OPEN SPACE DESIGNATIONS Open space preservation and the enhancement and increased use of parks, trails and open space remains as a strong focus of the land use vision for Monticello. The City will continue to place a high value on open space uses and protection of sensitive lands and habitats. The Future Land Use Map includes 1,600 acres for parks and open space uses. This does not include the 3,000+ acres of the Development Reserve which is largely non -designated open space and agricultural land. A significant focus of open space planning towards 2040 is maximizing the potential of Bertram Chain of Lakes Regional Park and development and enhancement of its athletic park. Another focus is completing the connections and linkages between parks and open space and other uses throughout Monticello is a primary open space and mobility strategy. There are two designations for parks and open space land uses including Parks and Recreation, and Open Space and Resource Conservation. Additional information can be found in the Parks, Pathways, and Open Space Chapter. Parks and Recreation A new City Parks and Recreation designation includes all City parks and outdoor recreation facilities. The intent is to specifically identify active recreational facilities, including Monticello parks, golf courses and other outdoor recreation areas in the City. Some parks may have facilities that include parking lots, lights and organized sports leagues and activities. The Bertram Chain of Lakes Athletic Park is also designated as a City Park. Open Space and Resource Conservation An Open Space and Resource Conservation designation applies to natural areas, including sensitive habitats, lakes, wetlands, water features, areas for stormwater management, woodlands, wildlife corridors and other natural areas. The land use objective is to preserve such places as passive recreation areas for walking, bird watching, fishing and river access. These areas include regional park lands such as Bertram Chain of Lakes, county parks and cemeteries. TABLE 3.5: FUTURE LAND USE PARKS AND OPEN SPACE ACREAGES PUBLIC AND INSTITUTIONAL DESIGNATIONS The institutional land use designations include Public and Institutional and a special classification for the Xcel Energy MNGP. The Future Land Use Map includes 269 acres for public and institutional land uses including City facilities, schools, and other government owned land. The Xcel Energy MNGP designation applies to 616 acres of its existing facility. Public and Institutional The Public and Institutional designation classifies public uses such as municipal facilities, schools, the Monticello CentraCare health care facilities, and other public and institutional uses. The City will need to continually evaluate their facility needs and ensure they have property available for new or expanded facilities when needed. A new school site is also expected prior to 2040 and once identified and controlled by the School District, should be reflected on the Future Land Use Map as a Public and Institutional land use. Place of worship are embedded within other districts and not specifically identified as institutional uses. XrPI MNGP A special designation applies to the Xcel MNGP property and its 616 acres of land. The Future Land Use Map recognizes the MNGP as a special facility and land use with unique operational characteristics warranting a special designation for long- term planning purposes. TABLE 3.6: FUTURE LAND USE PARKS AND OPEN SPACE ACREAGES 62 LAND USE, GROWTH AND ORDERLY ANNEXATION TRADITIONAL RESIDENTIAL The Traditional Neighborhood designation is intended for older parts of the City characterized by a mix of single-family homes on smaller or medium size lots, duplexes, and small multi -family buildings. Density in these areas generally ranges from 4 to 8 units per acre, corresponding to site area allowances of 6,000 to 10,000 square feet per unit. While a mix of housing types is encouraged, these areas retain the basic character of single-family neighborhoods, such as single-family homes, front and rear yards, driveways, and attached or detached garages. Other compatible uses, such as schools, nursing homes, private parks and religious facilities may also locate in this designation. Residential • Single -Family Residential • Two -Family Residential Public/institutional Schools Recreational Parks/Playgrounds Open Space • Sensitive Habitat Primary Mode Vehicular (slow speeds) Secondary Mode Pedestrian paths !1 and trails Bicycle facilities and parking Transit or Shuttle Service • Density - 4-8 units/acre (Low -Density Residential) • Height - 1-2 stories • Lot Area - 6,000-10,000 sq. ft. per unit DEVELOPMENT O' ♦1 2018 Correlating J Zoning District R-1 Single -Family Residence District R-2 Single and Two -Family Residence District T -N Traditional Neighborhood 72 LAND USE, GROWTH AND ORDERLY ANNEXATION 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 � 0 0 weodtlw FFU E] I,. .�� 4 Improve Pine Street for All Users C STI C" Shift the Center of Town to Walnut and Broadway Encourage Small and Medium Scaled Investments "` _X City of Monticello Downtown Small Area Plan I Executive Summary 0 NOTE:7his illustration depicts new deveopment on both private and public properties. The plan does not i Tu compel private property owners to change anything regarding how they use their land. Rather, the Plan is a /i� t. guide for change if the property owner chooses to do so. Please see page—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 Project Goals I Shift the Center and Double Down on Broadway. Over time the travel and use patterns of Downtown have changed - altering the overall experience of downtown. Up until 1960, despite Broadway's designation as a State Highway (152) most travel was local. However, as the region grew, Monticello became a crossroads - thereby burdening Broadway and Pine Street with high volumes of through traffic and widened streets. Today, the Broadway / Pine Street intersection is one of the most traveled intersections in the region. Whereas that quality makes for great visibility, it also makes for a poor pedestrian experience and poor access to adjacent properties. Broadway, west of Pine Street, is relatively lightly traveled and unlike Broadwway east of Pine Street, it has retained its pedestrian scale. Furthermore, the City has developed successful parks at the end of Cedar Street and Walnut Street. Therefore, an opportunity exists to fully extend Walnut and Cedar Street down to the park and grow the downtown mercantile district towards the riverfront along Broadway. Improve the Pine Street Experience for Everyone. Whether passing through Monticello along Pine Street (TH 25), trying to cross Pine Street by foot, or going to a business along Pine Street, the experience of using Pine Street is generally a negative one for all users. The environment of Pine Street projects a negative image and it is a divider between the east and west side of the town. Whereas Pine Street will always be a heavily traveled street, it does not need to be a negative experience. The community can take it back, claiming it for more appropriate development types, making it safer, more pleasant, and attractive for all users. Lots of Small Investments, a few medium ones and just one or two big ones. Monticello, despite it's growth, is proud to be a small town. Small towns develop charm and character through a series of small incremental investments that together add up to help a place become memorable and beloved. Simple investments such as new awnings, improved lighting and well maintained landscaping can make a big impression. Small buildings that fit on vacant parcels or otherwise underutilized land can happen quickly - adding vitality to a community. By promoting a high quantity of smaller investments (1/4 block and smaller) and medium scaled redevelopment projects (up to 1/2 block in scale), the Downtown will become more diverse, more lively, more responsive and adaptable to changes in the market place. A few medium scaled investments, warranted by a strong market or a strategic need, are important and valuable. But they should be carefully scaled and implemented so as to not disrupt the fragile fabric of the small town. r 11 Engage and love the riverfront. Go beyond the Swan. Great places have unique assets that differentiate them from others. Monticello has the Mississippi River. This defining feature can be further utilized to the benefit of Monticello residents and businesses. A riverfront that is well connected with blue and green trails, is publicly accessible and is activated throughout the day and the year can become a defining feature for the City and an important driver of economic activity. City of Monticello Small Area Plan I Goals and Objectives 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. existing _r Bridge Park River St Block 52 Broadway Site Sections Through Block 52 and West Bridge Park 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 City Council Agenda: 4/10/2023 2H. Consideration to approve a Request for a Conditional Use Permit for Cross/Joint Parking Easement in the Broadway Sub -District of the Central Community District (CCD). Applicant: City of Monticello Prepared by: Meeting Date: ® Consent Agenda Item Northwest Associated Consultants 4/10/2023 ❑ Regular Agenda Item Reviewed by: Approved by: Community Development Director, City Administrator Community & Economic Development Coordinator, City Engineer Motion to approve a Conditional Use Permit for Cross/Joint Parking, subject to the conditions in Exhibit Z as recommended by the Planning Commission and based on findings Resolution PC - 2023 -013, and further authorizing the Mayor and City Administrator to negotiate and specify final changes or amendments necessary to the cross -easement agreement to execute the intent of the City council with respect to the proposed parking area. Planning Commission recommends approval of the Conditional Use Permit, with the added condition relating to cross easement agreement. REFERENCE AND BACKGROUND Property: Legal Description: Lots 6, 7, 8, 9 & 10, Block 51, Original Plat of Monticello PID #: 155010051060, 155010051080, 155010051090, 155010051100 Planning Case Number: 2023-12 Request(s): Request for a Conditional Use Permit for Cross/Joint Parking Easement in the Broadway Sub -District of the Central Community District (CCD). Deadline for Decision: May 5, 2023 (60 -day deadline) July 4, 2023 (120 -day deadline) Land Use Designation: Downtown Mixed Use Zoning Designation: CCD, Central Community District (Broadway Sub -District) City Council Agenda: 4/10/2023 Overlays/Environmental Regulations Applicable: NA Current Site Uses: Mixed Commercial/Parking Surrounding Land Uses: North: Commercial and Residential East: Mixed Uses (Block 52 Redevelopment) South: Commercial West: Multifamily Residential Project Description: The project redevelops existing parking and storage across the rear portions of four parcels to improve and establish a parking lot that will serve the existing parcels, and also be available for public use. ANALYSIS: The consideration is for a shared parking area serving four properties occupied by existing buildings in the subject area, as well as to accommodate general public use of the proposed parking area. The buildings currently house a variety of retail and professional service businesses. The businesses use main entrance locations facing Broadway but have a rear parking area that provides access for staff, as well as trash handling equipment and a storage building. With this project, the larger detached accessory structure on the site will be removed. The proposed improvements would create a more organized parking lot with 29 spaces. The current lot has unorganized striping of access routes and designated spaces; it also only accommodates about a dozen or so vehicles. The proposed parking lot development will provide additional spaces in support of the existing businesses and increase conformity for parking for the existing buildings through both the cross and joint use of the stalls. In addition, the redevelopment of Block 52, including the redesign of Walnut Street, is intended to increase visitor use of the area, including both existing and new businesses. This project and the CUP that facilitates it is an aspect of the City's provision for those needs. The zoning ordinance parking regulations allow property owners to share access and parking facilities to increase efficiency of the available parking lot areas by Conditional Use Permit. The CUP is recorded to document the allowance. In addition, an easement agreement will be prepared and executed which creates the cross -access permissions between the property City Council Agenda: 4/10/2023 owners and the City. The easement establishes the ability for the public to use these stalls. It is anticipated that overnight parking will be limited to a few of the stalls. The parking lot itself would be repaved and striped to create the 29 spaces as noted above. In addition, the plans anticipate parking lot lighting along the north boundary, and a privacy fence that would help screen headlight glare from the parking area to adjoining residential properties. It is important to ensure the lighting standards are kept as low as possible to minimize and/or eliminate any lighting of the adjoining lands. While this is a function of the lighting design, height of the poles can also result in this impact. The plans further show new sidewalk construction along the building walls and landscaping areas in these locations as well as surrounding the pavement areas at the perimeter of the lot. Perennial plantings are designed for most of these areas, with two trees in the southeast corner of the parking lot nearest to the Walnut Street access point. Staff suggests that shrub plantings be added to these perennial beds to increase planting impacts during seasons other than just summer. Due to the limited space in the lot and the perimeter of the parking area, it is presumed that snow will be hauled out of the space, rather than piled on the planting areas. Perennials, although more amenable to snow storage since they die back over winter, take more time to grow and establish a presence in the spring, lengthening the time during which there are no visible landscape elements on the site. The plan also adds screening and organization of the trash handling bins in the area. These improvements, combined with the parking lot renovation and related project elements, should be a benefit to both the properties in question, and to the surrounding area. When reviewing Conditional Use Permits, the City's general standard is whether or not the proposed use is consistent with the existing and proposed uses and character or the neighborhood. In this case, the improvements that create cross and joint parking, expand parking supply, and create significant aesthetic benefits for the area are fully consistent with the CUP standard of review. Staff encourages enhancing the landscape improvements to maximize the potential value of the project. Budget Impact: The costs for the review of the conditional use permit review will be paid through the Planning and Zoning budget, Miscellaneous Professional Services line item and area estimated at $1500. II. Staff Workload Impact: Staff review by the Community Development and Engineering Departments is estimated to be under 4 hours for the CUP process itself. Additional time for the City Attorney's review of the cross -easement document is estimated at under 2 hours. City Council Agenda: 4/10/2023 III. Comprehensive Plan Impact: The Comprehensive Plan adopts the Monticello Downtown Small Area Plan as the guiding document for downtown development and land use. The Downtown Small Area Plan specifically recommends a series of coordinated public and private investments as critical to the revitalization of Downtown. Working together on this project, the City and impacted property owners are improving an area directly adjacent to Block 52 and the Walnut Street corridor, enhancing its overall usability and benefit for employees and visitors in the area. PLANNING COMMISSION RECOMMENDATION The Planning Commission reviewed this item and held a public hearing on the request on April 4, 2023. Jill Agosto, owner of the building at 230 West Broadway, addressed the Commission. Ms. Agosto sought confirmation of the exact location of the proposed improvements. She also noted the importance of accessible parking for businesses. Staff clarified the location of the improvements, which are behind the existing buildings on the north side of Broadway. It was also noted that the consulting engineers are looking specifically at increasing accessibility with the proposed improvements. No other public was present to address the Commission on the item. The Commission discussed their review threshold for the CUP request in terms of ensuring the public use of the lot in exchange for the City's investment in improving the parking lot. Specifically, the Commission suggested the need for clear signage that this lot will be publicly available. They also indicated the importance of the provided common trash area for eliminating use of parking stalls. Staff confirmed meetings were held with the property owners to discuss these items and to confirm public use of the lot following completion of the improvements. To support a clear understanding of the City's participation in the project for the benefit of the additional public parking, it was recommended that a condition be added to Exhibit Z for execution and recording of a cross -easement agreement. Cross -easement agreements are standard requirements for other cross -parking CUP or PUD approvals. Staff confirmed the CUP process establishes the land use authorization both for the property owners to share the parking and for the City to establish public use for the parking area. The cross -easement document will be the legal instrument that outlines the responsibilities of the parties as related to the operations and maintenance. Staff further confirmed that a cross - easement agreement was drafted and includes language relating to the public's ability to utilize the parking lot. City Council Agenda: 4/10/2023 Following the hearing and discussion, the Planning Commission recommended unanimously to approve the CUP, with an added condition for the execution and recording of the cross - easement including public use of the subject parking lot. STAFF RECOMMENDED ACTION The Comprehensive Plan, and most specifically, the Monticello Downtown Small Area Plan, emphasize the use of cross and joint use parking facilities, along with the aesthetic improvements of public areas as key to increasing the attraction of the downtown area to visitors and new development. This proposed project is an example of the City's pursuit of these goals, fully consistent with the Comprehensive Plan objectives. Staff recommends approval of the CUP, with the comments herein and the conditions included in Exhibit Z to this report. SUPPORTING DATA A. Resolution PC -2023-13 B. Aerial Site Image C. Downtown Roadway & Pedestrian Improvements Plans Excerpt, DRAFT D. Draft Cross Easement Agreement Z. Conditions of Approval EXHIBIT Z Conditions of Approval As Recommended by the Planning Commission Conditional Use Permit for Cross/Joint Parking PID #: 155010051060,155010051080,155010051090,155010051100 1. Specify the least height of the lighting poles to minimize/eliminate overspill of lighting onto adjoining property. 2. Ensure that lighting fixtures are installed to avoid all glare, and minimize light spillage, toward adjoining property. 3. Maximize landscape elements, particularly woody plants (shrubs and trees) to enhance the year-round impacts of the landscape. 4. Compliance with the terms of the City's Engineering Staff as related to the Downtown Roadway & Pedestrian Improvement Plans City Council Agenda: 4/10/2023 5. Contingent on the execution and recording of a cross easement agreement including provisions for operations, maintenance and public parking. Condition added by the Planning Commission. 6. Comments and recommendations of other Staff and Planning Commission. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2023-13 RECOMMENDING APPROVAL OF A CONDITIONAL USE PERMIT FOR CROSS/JOINT PARKING EASEMENT IN THE BROADWAY SUB -DISTRICT OF THE CENTRAL COMMUNITY DISTRICT PID #: 155010051060, 155010051080, 155010051090, 155010051100 WHEREAS, the City, on behalf of the subject property owners, has submitted a request to construct a joint parking lot with cross -access in the rear yard portion of the subject property; and WHEREAS, the proposed parking facility would improve the subject area and increase parking supply in the immediate area; and WHEREAS, provision of cross and joint parking requires the approval of a Conditional Use Permit, and WHEREAS, the site is zoned CCD, Central Community District, which allows and encourages such use by Conditional Use Permit; and WHEREAS, the proposed use and development are consistent with the Comprehensive Land Use Plan designation of "Downtown Mixed Use" for the area; and WHEREAS, the provision of joint parking, and the increase in efficiency of parking in the downtown area, is consistent with the goals and objectives of the Downtown Small Area Plan; and WHEREAS, the Planning Commission held a public hearing on April 4t", 2023 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 applicant has provided plans demonstrating that provide for increased and improved parking in an area where parking demand is, and is likely to be, significant. 2. The applicant has provided plans demonstrating that the improvements, including landscaping, screening, and other elements will contribute to the compatibility of the parking area with surrounding uses. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2023-13 3. The cross -use of the access and parking in this area can be done only through an agreement with all of the parties due to limited public street access. 4. The parking lot implementation meets the relevant goals and objectives of the applicable plans for the downtown. 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 approve the Conditional Use Permit for a cross/joint use parking facility and access to said parking, subject to the conditions identified in Exhibit Z of the Staff report, as listed below: 1. Specify the least height of the lighting poles to minimize/eliminate overspill of lighting onto adjoining property. 2. Ensure that lighting fixtures are installed to avoid all glare, and minimize light spillage, toward adjoining property. 3. Maximize landscape elements, particularly woody plants (shrubs and trees) to enhance the year-round impacts of the landscape. 4. Compliance with the terms of the City's Engineering Staff as related to the Downtown Roadway & Pedestrian Improvement Plans. 5. Comments and recommendations of other Staff and Planning Commission. 6. Contingent on the execution and recording of a cross -easement agreement for operations, maintenance and provision for public parking. ADOPTED this 4t" day of April, 2023 by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION By: Paul Kons , Planning Commission Chair ATTEST: Angela Schur n_ 4mmunity Development Director 2 155 257 ft ELECTRICAL LEGEND: Q COMBINATION LIGHTING UNIT o (UNLESS OTHERWISE NOTED) PEDESTRIAN LIGHTING UNIT POWER PEDESTAL (50 AMP) b GROUND MOUNTED GFI RECEPTACLE (20 AMP) n CELL PHONE CHARGING STATION ■ GROUND MOUNTED UPLIGHT ® © EV CHARGING STATION IHEREBYCERTI FY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED ivnev MONTICELLO, MINNESOTA BYMEDRUNDER MY DIRECT SUPERVISION AND THAT IAMADULY LICENSED BOLTON 2040 HIGHWAY I2 EAST �'TY nF SHEET p� O 10 20 PROFESSIONALENGINEER UNDER THE UIWBOFTHE STATE OF MINNESOTA. WILLMAR, MINNESOTA S62O1 WN ca HORZ. Phone: (320)231-3956 E RED DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT 5 W SCALE FEET & M E N K Email: Willmar@bolton-mer com Montice �` E1.13 = JUSTIN L. KANNAS ELECTRICAL www.bolton-menk.com 3 45055 MM/DD/YYYY �� "Nxzxxxxxxxx WALNUT PARKING LOT a STREETSCAPE FURNITURE LEGEND: Q1 BICYCLE RACK, SEE SHEET L4.03/DTL 1 ® CONCRETE STAIR AND STEEL HANDRAIL, SEE INTEGRAL COLOR CONCRETE SIDEWALK- DARK GRAY SHEET L.402/DTL 1 Q2 LITTER RECEPTACLE, SEE SHEET L4.03/DTL 3 INTEGRAL COLOR CONCRETE SIDEWALK - RED OVERSTORY SHADE TREE 0 (SUPPLIED BY OWNER, CONTRACTOR TO INSTALL)9Q CUSTOM TREE GUARD, SEE SHEET 302/DTL X 3Q CITY STANDARD CONCRETE PLANTER L4.03/DTL 5 OO CUSTOM COUNTER TOP, SEE SHEET L4.03/DTL 4 (SUPPLIED BY OWNER, CONTRACTOR TO INSTALL) © TRELLIS STRUCTURE, SEE SHEET L4.06/DTL 1-3 ® CITY STANDARD BENCH, SEE SHEET L4.03/DTL 2 FINISH \ \I (SUPPLIED BY OWNER, CONTRACTOR TO INSTALL) © COMMUNITY WAYFINDING KIOSK SIGN, SEE SHEET L4.07/DTL 1-3 SQ ADIRONDACK CHAIR, SEE SHEET L4.03/DTL 7 0 COMMUNITY IDENTITY MEDIAN SCULPTURE, SEE ® PLATFORM SWING, SEE SHEET L4.03/DTL 6 SHEET L4.08/DTL X \\(7) TABLE AND CHAIRS, SEE SHEET L4.03/DTL X �� (CAROUSEL BY LANDSCAPE FORMS) STREETSCAPE MATERIALS LEGEND: 0 0 0 o PERENNIAL PLANTING BED W/ DRIP IRRIGATION 00000 STANDARD CONCRETE SIDEWALK O UNDERSTORY ORNAMENTAL TREE ANNUAL PLANTINGS W/ DRIP IRRIGATION INTEGRAL COLOR CONCRETE SIDEWALK- DARK GRAY _ r STRUCTURAL SOIL EXTENTS INTEGRAL COLOR CONCRETE SIDEWALK - RED OVERSTORY SHADE TREE 0 POROUS PAVEMENT- FILTERPAVE, COLOR TBD STONE OUTCROPPING, SEE SHEET L4.02/DTL 2-5 (SEAT BLOCKS/WALL BLOCKS/ACCENT BOULDERS, EXISTING TREE TO REMAIN GRANITE PAVER WARNING STRIP - DIAMOND 300 FINISH GRANITE AND LIMESTONE MIX TBD) Z IHEREBYCERTI FY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED ivnev MONTICELLO, MINNESOTA BYMEORUNDER MY DIRECT SUPERVISION AND THAT IAMADULY LICENSED BOLTON 2040 HIGHWAY I2 EAST (CITY (7F SHEET p� 0 10 20 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. WILLMAR, MINNESOTA 56201 . WN ;a HORZ. Phone: (320)231-3956 E RED DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT 5 W SCALE FEET & M E N K Email: Willmar@bolton-mer com Montice �` L2.13 = JUSTIN L.KANNAS STREETSCAPE PLANS �3 45055 MM/DD/YYYY www.bolton-menk.mm ExrPROl. NO, x �� Llxxxxxxxxxx Im WALNUT STREET PARKING LOT CROSS PARKING AND ACCESS EASEMENT AGREEMENT THIS AGREEMENT is made as of , 2023 by, between and among the CITY OF MONTICELLO, a Minnesota municipal corporation ("City"), and JOTL Properties LLC, a Minnesota limited liability company, Zierden Holdings LLC, a Minnesota limited liability company, and J & J Prop of Monticello LLC, a Minnesota limited liability company (collectively the "Property Owners") RECITALS: WHEREAS, the Property Owners each own tracts of land where access is provided across parcels for each individual lot's private parking; and WHEREAS, the City of Monticello will complete site survey, site preparation, plans and specifications, construction and construction management of the installation of a shared parking lot facility and its appurtenant facilities located as shown on Exhibit "A" ("Easement Area") and Exhibit "B" ("Parking Easement"); and WHEREAS, all parties desire to maximize parking and establish certain access, parking and maintenance easements for their mutual benefit with respect to the properties referenced above. NOW, THEREFORE, the parties to this Agreement agree as follows: ARTICLE ONE EASEMENTS 1.1 Ingress and Egress. 1.1.1 Each party to this Agreement hereby grants and conveys to each of the other parties, for their respective use and the use by their respective agents, employees, tenants, contractors, and public, a non-exclusive easement appurtenant to and for the benefit of each property owned by each party for ingress and egress by vehicular and 221762v4 pedestrian traffic upon, over, and across the parking areas, driveways, curb cuts and sidewalks from time to time located on each parties respective property as shown on Exhibit "A" ("Easement Area"). 1.1.2 No fence or other barrier which would unreasonably prevent or obstruct the passage of pedestrian or vehicular travel shall be erected or permitted within or across parking and access facilities. 1.2 Parking. The parties to this Agreement hereby grant and convey to one another for their respective use and the use by their respective agents, employees, tenants, contractors, customers and invitees, and public a non-exclusive easement for vehicular parking on that portion of the property subject to this Agreement which is shown crosshatched on Exhibit "B" ("Parking Easement"). Parking will be restricted to no overnight parking except for approximately four stalls to accommodate existing residential units. 1.3. Modification of Easement Area or Parking Easement. The parties to this agreement may by mutual agreement modify the Easement Area or Parking Easement. ARTICLE TWO INSURANCE PROVISIONS 2.1 Insurance. Each party agrees to maintain liability insurance against claims for bodily injury, death or property damage occurring on, in or about the Easement Area as described herein with a combined single limit coverage of no less than One Million Dollars ($1,000,000.00). Such insurance maybe in the form of blanket liability coverage applicable to such party's property and other property owned or occupied by such party carrying such insurance coverage. Each party as indemnitor shall indemnify, defend and hold each other harmless from any and all claims, demands, liabilities, losses, costs and expenses with respect to the negligent and/or willful acts or omissions of the indemnifying party relating to the maintenance, use, operation and occupancy of the Easement Area and Parking Easement. Such indemnity shall not apply to the extent of any loss or claim due to or arising from the negligent or wrongful acts or omissions of the indemnified party. Notwithstanding anything to the contrary contained in this Agreement, the liability insurance, indemnification obligations and liability of the City shall be subject to the liability limitations set forth in applicable state statutes including Chapter 466 of Minnesota Statutes. ARTICLE THREE MAINTENANCE AND SNOW REMOVAL PROVISIONS 3.1 Improvement and Maintenance. 3.1.1 The City shall be responsible for the design and construction of the parking area. The Property Owners will review and approve design prior to commencing construction. 2 221762v4 3.1.2 The City shall be responsible for all snow removal and sweeping of the paved sections of the Parking Easement. The Property Owners will be responsible for snow removal and sweeping of pedestrian areas within the Parking Easement Area. 3.1.3 Any future reconstruction and/or rehabilitation of the Parking Easement Area shall be shared equally between the City and the Property Owners with the City being responsible for 50% of the cost and the Property Owners being responsible for the remaining 50%. Each individual parcel's cost share responsibility will be allocated as determined by overall parcel size as measured in square feet. ARTICLE FOUR REASONABLE USE 4.1 The easements granted under this Agreement shall be used and enjoyed by each party and its Permittees (as hereinafter defined) in such a manner so as not to unreasonably interfere with, obstruct or delay the conduct and operations of the business of any other party or its Permittees at any time conducted on its property, including, without limitation, public access to and from said business, and the receipt or delivery of merchandise in connection with the business. The term Permittees shall mean the employees, agents, contractors, licensees, tenants, invitees, residents,occupants of the Parking Easement Area, and shall include allowable use by the general public. ARTICLE FIVE INDEMNIFICATION 5.1. Each party to this Agreement shall indemnify and hold each of the other parties harmless from and against all claims, liabilities and expenses (including reasonable attorneys' fees) relating to accidents, injuries, loss, or damage of or to any person or property (including improvements to any Parking Easement Area) occurring on or about any of the above referenced Properties, except for negligent acts or omissions by each Property owner, its employees, contractors, or agents. ARTICLE SIX MISCELLANEOUS 6.1 Assignment. Each party, without consent from the other parties, shall have the right to assign all of its rights, responsibilities and obligations set forth in this Agreement to another party. 6.2 Real Estate Taxes. Each party shall pay, or cause to be paid prior to delinquency, all real estate taxes and assessments which may be levied, assessed or charged against such party's property. 6.3 Binding E. All limitations, covenants, conditions, easements and restrictions set forth herein shall attach to and run with each property and shall benefit to and be binding upon the successors and assigns of the respective parties. 221762v4 6.4 Entire Agreement. This Agreement contains the complete understanding and agreement of the parties hereto with respect to all matters referred to herein, and all prior representations, negotiations, and understandings are superseded hereby. 6.5 No Waiver. No waiver of any default of any obligation by any party hereto shall be implied from any omission by the other party to take any action with respect to such default. 6.6 Term. The easements, conditions and restrictions in this Agreement shall be effective on the date of recording in the office of the Wright County recorder and shall remain in full force and effect in perpetuity, unless this Agreement is modified, amended, canceled or terminated by the written consent of all parties. 6.7 Notices. All notices permitted or required to be given under this Agreement shall be in writing and shall be deemed to have been given (a) when personally delivered, (b) one business day after being delivered to a reliable and recognized overnight courier or messenger service which provides receipts of delivery, with fees prepaid or charged to the sending party, or (c) three business days after being deposited in the United States mail in a sealed envelope by certified mail, postage prepaid, addressed to the respective party at the address set forth herein or to such other address as set forth in a notice given in accordance with this paragraph. The notice addresses of the initial Owners are as follows: City: City of Monticello Attention: City Administrator 505 Walnut Street, Suite 1 Monticello, MN 55362 Property Owner: JOTL Properties LLC 114W3 rd Street Suite 200 Monticello MN 55362 Property Owner: Zierden Holdings, LLC PO Box 548 Monticello, MN 55362 Property Owner: J & J Properties of Monticello, LLC PO Box 969 Monticello MN 55362 6.7 Severability. The invalidity of any portion of this Agreement shall not impair in any manner the validity, enforceability or effect of the rest of this Agreement. 6.8 Governing Law. This Agreement shall be construed in accordance with the laws of the State of Minnesota. 4 221762v4 6.9 Covenants to Run with Land. It is intended that each of the easements, covenants, conditions, restrictions, rights and obligations set forth herein shall run with each property and shall benefit to and be binding upon the successors and assigns of the respective parties. This Agreement shall create equitable servitudes in favor of the real property benefited thereby, shall bind every person having any fee, leasehold or other interest therein and shall inure to the benefit of and be binding upon the owners of the properties identified herein, their permittees and their successors, assigns, heirs and personal representatives. 6.10 Estoppel Certificate. Any party may, in connection with the financing, sale or transfer of any such party's property, deliver written notice to the other parties requesting such to certify in writing that to the best knowledge of the certifying parry, the requesting party is not in default in the performance of its obligations under this Agreement, or if in default, to describe the nature and amount of defaults. Each party receiving such request shall execute and return such certificate within twenty (20) days following the receipt thereof. The parties acknowledge that such certificate may be relied upon by the third parties designated in the request by the party requesting such certificate. 6.11 Legal Expenses. In case legal action is brought because of breach of any agreement or obligation set forth herein, and a breach shall be established, the prevailing parry shall be entitled to recover all expenses incurred in connection with such legal action, including reasonable attorney's fees. 6.12 Recording. This Agreement shall run with the land and shall be recorded against the title to each Property. [Signature pages follow] 221762v4 CITY OF MONTICELLO (SEAL) m STATE OF MINNESOTA ) ( ss. COUNTY OF WRIGHT ) Lloyd Hilgart, Mayor Rachel Leonard, City Administrator The foregoing instrument was acknowledged before me this day of , 20235 by Lloyd Hilgart and by Rachel Leonard, 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 6 221762v4 PROPERTY OWNER JOTL Properties LLC itz STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of , 2023, by , the of JOTL Properties LLC, a Minnesota limited liability company, on behalf of the entity. Notary Public 7 221762v4 PROPERTY OWNER STATE OF MINNESOTA ) ( ss. COUNTY OF The foregoing instrument was , 2023, by , the liability company, on behalf of the entity. 221762v4 Zierden Holdings LLC acknowledged before me this day of of Zierden Holdings, LLC, a Minnesota limited Notary Public PROPERTY OWNER J & J Prop of Monticello LLC STATE OF MINNESOTA ) ( ss. COUNTY OF The foregoing instrument was acknowledged before me this day of , 2023, by , the of J & J Prop of Monticello LLC, a Minnesota limited liability company, on behalf of the entity. Notary Public 9 221762v4 DRAFTED BY: Campbell Knutson Professional Association Grand oak Office Center I 860 Blue Gentian Road, #290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ 10 221762v4 EXHIBIT "A" TO CROSS PARKING AND ACCESS EASEMENT AGREEMENT Insert depiction and legal description of Easement Area. 11 221762v4 EXHIBIT "B" TO CROSS PARKING AND ACCESS EASEMENT AGREEMENT Insert depiction of Parking Easement. 12 221762v4 13 221762v4 Insert depiction of Parking Easement. 14 221762v4 MORTGAGE HOLDER CONSENT TO CROSS PARKING AND ACCESS EASEMENT AGREEMENT , a , which holds a mortgage on all or part of the subject property more particularly described in the foregoing Cross Parking and Access Easement Agreement, which mortgage is dated and recorded with the Wright County Recorder/Registrar as document number ; for good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby join in, consents to, and is subject to the foregoing Cross Parking and Access Easement Agreement. Dated this day of , 2023. Its STATE OF MINNESOTA ) )ss. COUNTY OF ) name] [title] The foregoing instrument was acknowledged before me this day of , 2022, by , the of a , on behalf of the entity. Notary Public DRAFTED BY: CAMPBELL, KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 777 15 221762v4