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City Council Agenda Packet 08-14-2023
AGENDA REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, August 14, 2023 — 6:30 p.m. Mississippi Room, Monticello Community Center CITY COUNCIL SPECIAL MEETING 5:15 p.m. (Academy Room) 5:15 p.m. Cannabis Legislation Workshop Mayor: Lloyd Hilgart Council Members: Charlotte Gabler, Tracy Hinz, Lee Martie, Sam Murdoff 1. General Business A. Call to Order & Pledge of Allegiance B. Approval of Agenda — Councilmembers or the City Administrator may add items to the agenda for discussion purposes or approval. The City Council may or may not take official action on items added to the agenda. C. Approval of Meeting Minutes • Special Meeting Minutes from July 24, 2023 • Regular Meeting Minutes from July 24, 2023 D. Citizen Comments — Individuals may address the City Council about any item not contained on the agenda. Each speaker will be allotted three minutes with a maximum of five speakers. The Mayor may allow for additional time and/or speakers. The City Council generally takes no official action of items discussed, except for referral to staff for future report. E. Public Service Announcements/Updates • City Announcements • MCC Announcements F. Council Liaison Update • IEDC • EDA • Planning Commission G. Department Updates • Communications Annual Update • Construction Update 2. Consent Agenda —All items listed on the Consent Agenda are considered standard or may not need discussion prior to approval. These items are acted upon by one motion unless a councilmember, the city administrator, or a citizen requests the item by removed from consent for additional discussion. A. Consideration of approving payment of bills B. Consideration of approving new hires and departures for City departments C. Consideration of approving the sale/disposal of surplus city property D. Consideration of adopting Resolution 2023-69 accepting donations of $300 from Reinke Food Truck for Hi -Way Liquor general use fund and $500 from the DMV to MontiArts or decorating an indoor post at the DMV E. Consideration of approving a special event permit and temporary liquor license for the American Legion for an event on September 16, 2023 F. Consideration of approving a temporary liquor license for the Monticello Lions for Let's Chalk event on September 9 & 10, 2023 G. Consideration of approving a temporary liquor license for Rustech Brewing, Inc. for Let's Chalk event on September 9 & 10, 2023 H. Consideration of approving a charitable gambling permit and temporary liquor license for the Monticello Grad Party organization for an event to be held on October 14, 2023 I. Consideration of adopting Resolution 2023-70 denying and enterprise license application and therapeutic massage therapist license for Gui Hua Yang (Lantien Spa LLC) J. Consideration of appointing Liz Kokesh to the Industrial Economic Development Committee (IEDC) for a three-year term ending December 31, 2025 K. Consideration of approving a request for second extension of final plat approval for Twin Pines First Addition to February 28, 2024 L. Consideration of adopting Resolution 2023-71 calling for a public hearing on August 28, 2023, for the purpose of establishing an Interim Ordinance prohibiting the operation of cannabis businesses M. Consideration of adopting Ordinance 806 amending the Monticello Zoning Ordinance related to correct the approved language within Ordinance 799 as related to R-1, Single Family Residence District. Applicant: City of Monticello N. Consideration of adopting Ordinance 807 amending the Monticello Zoning Ordinance related to a correction of approved language within Ordinance 784 as related to accessory uses section of the Storagel-ink Monticello Planned Unit Development (PUD) Zoning District standards (§ 153.047[0][3]) and Affordable Storage Planned Unit Development (PUD) Zoning District (§ 153.047[H][3]). Applicant: City of Monticello 0. Consideration of approving an estimated expense of $18,000 for preparation of boundary and acreage exhibits for The Pointes at Cedar area P. Consideration of authorizing expenditure of City funds in an amount up to $7,500 for grant writing services through HR Green in connection with the MN - DEED Community Energy Transition (CET) Grant Program Q. Consideration of adopting Ordinance 804 amending the Monticello Zoning Ordinance related to commercial animal kennels as a principal use, including Use Table, Use Specific Standards and Definitions and adopting Summary Ordinance 804A for publication. Applicant: City of Monticello R. Consideration of adopting Ordinance 805 amending the Monticello Code of Ordinances, Section IX, Chapter 90, Animals, related to commercial kennels/boarding and adopting Summary Ordinance 805A for publication S. Consideration of adopting Resolution 2023-72 accepting bids and awarding contract to Design Electric, Inc. for the Flashing Yellow Arrow (FYA) Upgrades Project in the amount of $387,450 T. Consideration of approving a contract amendment with WSB for a cost of $52,200 for the School Boulevard Safe Routes to School project U. Consideration of approving a contract amendment with Bolton and Menk, Inc. for a cost of $570,000 for the Downtown Roadway and Pedestrian Improvements Project V. Consideration of approving lease agreement with Monticello School District 882 for the 2023-2024 school year to serve kindergarten through 51" grade at the Bertram Chain of Lakes Regional Shared Park Maintenance Facility W. Consideration of accepting quotes and authorizing purchase of a 2023 Bobcat 96" Grader attachment from Farm -Rite of St. Cloud for a total price of $22,603.08 for the Parks, Arts, & Recreation Department 2A. Consideration of items removed from the consent agenda for discussion 3. Public Hearings 4. Regular Agenda A. Consideration of adopting Resolution 2023-73 accepting bids and awarding the 2023 Bertram Chain of Lakes Regional Athletic Park Phase II Improvements to Sunram Construction Inc., in the amount of $961,253 B. Consideration of authorizing the solicitation of request for proposals for construction manager for the construction of a new public works facility 5. Adjournment MINUTES SPECIAL MEETING MONTICELLO CITY COUNCIL Monday, July 24, 2023 — 5:15 p.m. Academy Room, Monticello Community Center Present: Charlotte Gabler, Lloyd Hilgart, Tracy Hinz, Lee Martie, Sam Murdoff Absent: None Staff: Rachel Leonard, Sarah Rathlisberger, Jennifer Schreiber, Angela Schumann, Tom Pawelk, Tracy Ergen, Ron Hackenmueller, Ryan Melhouse, Sara Cahill, Jim Thares 1. Call to Order Mayor Lloyd Hilgart called the special meeting to order at 5:15 p.m. 2. 2024 Budget Discussion Sarah Rathlisberger, Finance Director, introduced the first budget workshop for the 2024 budget. As part of the presentation, she noted the timeline for workshops and preliminary levy approval. The presentation included a review of Xcel's valuation, market value/homestead, 2023 completed projects, 2024 notable budget items including an increase in the WCSO contract, equipment requests, and personnel requests. 3. Adjournment By consensus, the meeting was adjourned at 6:15 p.m. Recorder: Jennifer Schreiber Approved: Attest: City Council Special Meeting Minutes —July 24, 2023 City Administrator REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, July 24, 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 Hinz moved approval of the agenda. Councilmember Murdoff seconded the motion. Motion carried unanimously. C. Approval of Meeting Minutes • Special meeting minutes from June 26, 2023 • Regular Meeting Minutes from July 10. 2023 Councilmember Gabler moved approval of the meeting minutes. Councilmember Martie seconded the motion. Motion carried unanimously. D. Citizen Comments None. E. Public Service Announcements • Haley Foster, Communications & Marketing Specialist, noted the following public announcements: - City of Monticello Popular Annual Financial Report - Odd/Even Watering Schedule - Christmas in July - Movie in the Park F. Council Liaison Updates • EDA — Councilmember Hinz gave an update of the July 12, 2023, meeting. The EDA received an update from MontiArts on a project and reviewed the 2024 EDA budget. • 1-94 Coalition — Councilmember Gabler gave an update of the coalition meeting held in July. The most notable item was the funding for Corridors of City Council Minutes: July 24, 2023, Page 1 1 3 Commerce to build out three lanes on 1-94 between Monticello and Albertville. G. Department Update • Parks, Arts, and Recreation Update—Tom Pawelk, Park & Recreation Director, gave an annual update of the Parks, Arts, and Recreation Department • Wright County Sheriff's Office Quarterly Update — Wright County Sergeant Kevin Triplett, gave a second quarter update of 2023. • FiberNet Quarterly Update — Mark Birkholz, Arvig, gave a second quarter update of 2023. • Construction Update — Matt Leonard, City Engineer/Public Works Director, provide an update on the current construction projects in Monticello. 2. Consent Agenda: Councilmember Murdoff moved approval of the Consent Agenda excluding item G. Councilmember Gabler 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 $1,338,134.41. B. Consideration of approving new hires and departures for City departments. Action taken: Approved the hire for the Monticello Community Center. C. Consideration of approving the sale/disposal of surplus city property. Action taken: Approved. D. Consideration of approving an application for a charitable gambling permit and a temporary liquor license for Knights of Columbus for Church of St. Henry festival on August 26, 2023. Action taken: Approved the gambling permit and the temporary liquor license. E. Consideration of approving an application for a temporary gambling permit for Wright County Ducks Unlimited, Chapter 039 for the annual banquet on September 11, 2023. Action taken: Approved temporary gambling permit. F. Consideration of adopting Resolution 2023-67 approving First Amendment to lease between the City of Monticello and Economic Development Authority for 349 West Broadway (Fred's Auto)) I connection with and for the benefit of the Parks, Arts, & Recreation Department's use for MontiArts activities. Action taken: Resolution 2023-67 was adopted. City Council Minutes: July 24, 2023, Page 2 1 3 G. Consideration of a request for Conditional Use Permit for a second drive-through service as an accessory use in the B-4, Regional Business District. Applicant: Monticello Ventures KS, LLC (Culvers). Action taken: ITEM WAS REMOVED FROM CONSENT AGENDA. 2A. Consideration of items removed from the consent agenda for discussion: G. Consideration of a request for Conditional Use Permit for a second drive-through service as an accessory use in the B-4, Regional Business District. Applicant: Monticello Ventures KS, LLC (Culvers) Councilmember Murdoff removed the item for clarification on the second drive- through layout. His concern was in regard to the amount of traffic entering and exiting and whether it would cause congestion. Steve Grittman, City Planner, responded that the way the layout was proposed, the congestion would not affect the public street. Councilmember Hinz moved approval of the Conditional Use Permit. Councilmember Murdoff seconded the motion. Motion carried unanimously. 3. Adjournment: The meeting was adjourned at 7:37 p.m. Recorder: Jennifer Schreiber Approved: Attest: City Administrator City Council Minutes: July 24, 2023, Page 3 1 3 City Council Agenda: 8/14/2023 2A. Consideration of approving payment of bills Prepared by: Meeting Date: ® Consent Agenda Item Finance Director 8/14/2023 ❑ 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 $952,146.25. 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: Julie.Cheney Printed: 08/01/2023 - 10:43AM Batch: 00204.07.2023 - 204.07.2023 Xcel/CPE Invoice No Description Amount Payment Date Acct Number Moiiii6effo Y Reference Vendor: 1102 CENTERPOINT ENERGY Check Sequence: 1 ACH Enabled: True 07/31/2023 5863599-6 - Animal Shelter 15.00 07/31/2023 101-42700-438100 07/31/2023 5828859-8 - Storage Garage 15.00 07/31/2023 101-41940-438100 07/31/2023 5864452-7 - Library 26.00 07/31/2023 101-45501-438100 07/31/2023 5837384-6 - Publc Works 104.83 07/31/2023 101-43127-438100 07/31/2023 6401745330-5 - 349 W Broadway (Arts Inititati\ 36.25 07/31/2023 101-45204-438100 07/31/2023 5788570-9 - Hi Way Liquor 72.85 07/31/2023 609-49754-438100 07/31/2023 5804618-6 - Parks (Fallon) 15.00 07/31/2023 101-45201-438100 07/31/2023 5768542-2 - MCC 2,631.39 07/31/2023 226-45126-438100 07/31/2023 5768542-2 - City Hall 113.79 07/31/2023 101-41940-438100 07/31/2023 5820786-1 - Public Works 15.00 07/31/2023 101-43127-438100 07/31/2023 5799425-3 - Public Works 36.88 07/31/2023 101-43127-438100 07/31/2023 5821009-7 - Parks 50.11 07/31/2023 101-45201-438100 07/31/2023 5768542-2 - National Guard 56.89 07/31/2023 101-42800-438100 07/31/2023 5768542-2 - Senior Center 42.67 07/31/2023 101-45175-438100 07/31/2023 8000015233-2 - WWTP 2,281.67 07/31/2023 602-49480-438100 07/31/2023 5806932-9 - Parks 15.00 07/31/2023 101-45201-438100 07/31/2023 5799427-9 - Public Works 15.00 07/31/2023 101-43127-438100 07/31/2023 11077481-7 - Fire Station 91.93 07/31/2023 101-42200-438100 07/31/2023 8235333-5 - DMV 16.11 07/31/2023 653-41990-438100 07/31/2023 5843395-4 - Facilities 24.95 07/31/2023 701-00000-438100 07/31/2023 6402462182-9 - Old Help Center 16.11 07/31/2023 701-00000-438100 07/31/2023 8235331-9 - DMV 16.11 07/31/2023 653-41990-438100 07/31/2023 6403095858-7 - 213 W Broadway 19.04 07/31/2023 101-45204-438100 Check Total: 5,727.58 Vendor: 6271 CLUB AUTOMATION - DAXCO LLC Check Sequence: 2 ACH Enabled: True INV220251-0 Monthly service, credit card, app & software fee 1,448.00 07/31/2023 702-00000-431900 Check Total: 1,448.00 Vendor: 2050 DEMVI LLC Check Sequence: 3 ACH Enabled: True AP -Computer Check Proof List by Vendor (08/01/2023 - 10:43 AM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference 7/25/2023 Parking Lot Maintenance - July 2023 213.86 07/31/2023 213-46301-431991 Check Total: 213.86 Vendor: 2439 DEPT OF EMPLOYMENT & ECON DEVELO Check Sequence: 4 ACH Enabled: True Qtr 2 2023 Qtr 2 2023 Unemployment Benefits - Streets 3,517.60 07/31/2023 101-43120-414200 Qtr 2 2023 Qtr 2 2023 Unemployment Benefits - Parks 1,168.14 07/31/2023 101-45201-414200 Qtr 2 2023 Qtr 2 2023 Unemployment Benefits - Elections 3.06 07/31/2023 101-41410-443990 Qtr 2 2023 Qtr 2 2023 Unemployment Benefits - Liquor 1,111.85 07/31/2023 609-49754-414200 Qtr 2 2023 Qtr 2 2023 Unemployment Benefits - MCC 98.70 07/31/2023 226-45122-414200 Check Total: 5,899.35 Vendor: 6041 HEALTHEQUITY INC Check Sequence: 5 ACH Enabled: True 16571823 Participant Fee - July 2023 41.00 07/31/2023 101-41800-413500 40684601 FSA -Medical 3.90 07/31/2023 101-00000-217300 40686626 FSA -Medical 221.07 07/31/2023 101-00000-217300 40686626 FSA- Dependent Care 384.60 07/31/2023 101-00000-217200 Check Total: 650.57 Vendor: 5188 HEALTHY CONTRIBUTIONS Check Sequence: 6 ACH Enabled: True 7/19/2023 AARP Supplement/At Your Best 6.45 07/31/2023 226-45122-430900 March Adj AARP Supplement - Marh ACH Reject Correctic -6.15 07/31/2023 226-45122-430900 Check Total: 0.30 Vendor: 5646 JACK HENRY & ASSOCIATES, INC. Check Sequence: 7 ACH Enabled: True 4346553 Client Account Fees - July 2023 50.72 07/31/2023 226-45122-443980 Check Total: 50.72 Vendor: 4732 MONEY MOVERS, INC. Check Sequence: 8 ACH Enabled: True 159032 Fitness Rewards - June 2023 17.25 07/31/2023 226-45122-430900 Check Total: 17.25 Vendor: 1565 WELLS FARGO CORP TRUST SERVICE Check Sequence: 9 ACH Enabled: True 7/17/2023 Addt'l Investment to RBC Capital 214,000.00 07/31/2023 955-00000-104010 Check Total: 214,000.00 Vendor: 1585 XCEL ENERGY Check Sequence: 10 ACH Enabled: True 07/31/23 51-6505911-8 -DMV 355.96 07/31/2023 653-41990-438100 07/31/23 51-6505911-8 - Facilities Mgmt 197.34 07/31/2023 701-00000-438100 AP -Computer Check Proof List by Vendor (08/01/2023 - 10:43 AM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference 07/31/23 51-6505915-2 - Parks 796.16 07/31/2023 101-45201-438100 07/31/23 51-6505911-8 -MCC 10,907.64 07/31/2023 226-45126-438100 07/31/23 51-6505911-8 - Animal Shelter 259.50 07/31/2023 101-42700-438100 07/31/23 51 -6505911 -8 -Library 1,161.38 07/31/2023 101-45501-438100 07/31/23 51-6505907-2 - Park Lots- auto 84.93 07/31/2023 101-43160-438100 07/31/23 51-6505907-2 - Parking Lots 55.11 07/31/2023 101-43160-438100 07/31/23 51-6505905-0 - Water 14,106.57 07/31/2023 601-49440-438100 07/31/23 51-6505915-2 - Ice Rink 33% 116.24 07/31/2023 601-49440-438100 07/31/23 ZZZNEP-IMPLEM- 51-6505908-3 21.04 07/31/2023 101-42500-438100 07/31/23 51-6505911-8 - City Hall 2,408.18 07/31/2023 101-41940-438100 07/31/23 51-6505914-1 - Shop/Garage 1,146.08 07/31/2023 101-43127-438100 07/31/23 51-6505913-0 - Fire Station 0.00 07/31/2023 101-42200-438100 07/31/23 51-7780310-4 - Bldg. Inspec. G 37.46 07/31/2023 101-41940-438100 07/31/23 51-0623082-8 - MontiArts 41.61 07/31/2023 101-45204-438100 07/31/23 51-6505915-2 - NSP- Softball 502.18 07/31/2023 101-45203-438100 07/31/23 51-6505911-8 - Liquor Store 2,464.84 07/31/2023 609-49754-438100 07/31/23 51-6505906-1 - Sewer 1,427.32 07/31/2023 602-49490-438100 07/31/23 51-0395766-0 - Ramsey Pumphous 0.00 07/31/2023 601-49440-438100 07/31/23 51-6505911-8 - Senior Center 566.63 07/31/2023 101-45175-438100 07/31/23 51-6572904-0 - WWTP 18,249.63 07/31/2023 602-49480-438100 07/31/23 51-6505915-2 - NSP- consc/sec. 106.24 07/31/2023 101-45203-438100 07/31/23 51-6505916-3 - Street Lights 12,080.36 07/31/2023 101-43160-438100 07/31/23 51-0371645-4 - SwanCam 0.00 07/31/2023 101-45201-438100 07/31/23 51-6505911-8 - National Guard 283.32 07/31/2023 101-42800-438100 07/31/23 51-6505911-8 Parks Bldg 460.97 07/31/2023 101-45201-438100 07/31/23 51-13295413-8 - 103 Pine St 0.00 07/31/2023 213-46301-438100 07/31/23 51-13295413-8 - Parks 0.00 07/31/2023 101-45201-438100 07/31/23 51-13295413-8 - Water 0.00 07/31/2023 601-49440-438100 07/31/23 51-13295413-8 -Streets 0.00 07/31/2023 101-43120-438100 07/31/23 51-0013373403-2 - MontiArts 138.74 07/31/2023 101-45204-438100 07/31/23 Solar Reward Credit -44,776.98 07/31/2023 101-41310-362140 07/31/23 amount booked to AR 16,655.32 07/31/2023 101-00000-115030 Check Total: 39,853.77 The preceding list of bills payable was reviewed and approved for payment. Total for Check Run: 267,861.40 Date: 8/14/23 Approved by: Total of Number of Checks: 10 Mayor Lloyd Hilgart AP -Computer Check Proof List by Vendor (08/01/2023 - 10:43 AM) Page 3 Accounts Payable Computer Check Proof List by Vendor User: Debbie.Gulbrandson Printed: 08/02/2023 - 3:02PM Batch: 00202.08.2023 - 202.08.2023 LIQ Invoice No Description Amount Payment Date Acct Number Vendor: 3491 ARTISAN BEER COMPANY Check Sequence: 1 3616321 Resale - Beer 69.60 08/02/2023 609-49750-425200 3617564 Resale - Beer 267.75 08/02/2023 609-49750-425200 3618610 Resale - Beer 153.75 08/02/2023 609-49750-425200 Monticello Reference ACH Enabled: False ACH Enabled: True AP -Computer Check Proof List by Vendor (08/02/2023 - 3:02 PM) Page 1 Check Total: 491.10 Vendor: 1065 BELLBOY CORPORATION Check Sequence: 2 107046500 Resale - credit for hot green beans -7.09 08/02/2023 609-49750-425500 107108900 Freight 2.29 08/02/2023 609-49750-433300 107108900 Bags - (500) 60#, (500) Qt, (500) 50# 363.60 08/02/2023 609-49754-421990 107108900 Resale - Lime juice, bloody mary salt 45.00 08/02/2023 609-49750-425400 107108900 Resale - pickled green beans, hot asparagus 90.85 08/02/2023 609-49750-425500 107127200 Freight 0.33 08/02/2023 609-49750-433300 107127200 Resale - Campbells tomato juice 72.00 08/02/2023 609-49750-425500 107136800 Freight 0.24 08/02/2023 609-49750-433300 107136800 Resale - Garlic stuffed olives, Bleu cheese stuffe 52.90 08/02/2023 609-49750-425500 200089200-2 Resale - Liquor (pricing adjustment) 385.00 08/02/2023 609-49750-425100 200173000 Resale - Liquor 7,092.34 08/02/2023 609-49750-425100 200173000 Resale - Wine 64.00 08/02/2023 609-49750-425300 200173000 Freight 82.50 08/02/2023 609-49750-433300 200201900 Resale - Liquor credit -89.50 08/02/2023 609-49750-425100 200201900 Freight -1.65 08/02/2023 609-49750-433300 200218400 Resale - Liquor 4,292.25 08/02/2023 609-49750-425100 200218400 Freight 37.95 08/02/2023 609-49750-433300 200247400 Resale - Liquor 7,147.12 08/02/2023 609-49750-425100 200247400 Resale - Wine 112.00 08/02/2023 609-49750-425300 200247400 Freight 77.96 08/02/2023 609-49750-433300 200301500 Resale - Liquor 9,753.40 08/02/2023 609-49750-425100 200301500 Freight 126.23 08/02/2023 609-49750-433300 Check Total: 29,699.72 Monticello Reference ACH Enabled: False ACH Enabled: True AP -Computer Check Proof List by Vendor (08/02/2023 - 3:02 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 1067 BERNICK'S Check Sequence: 3 ACH Enabled: False 10104733 Resale - Beer 2,649.60 08/02/2023 609-49750-425200 10104733 Resale - Beer NA 131.50 08/02/2023 609-49750-425400 10104734 Resale - Pop 66.80 08/02/2023 609-49750-425400 10104735 Resale - Beer credit -6.90 08/02/2023 609-49750-425200 10104736 Resale - Premix pop 109.50 08/02/2023 226-45123-421990 10104737 Premix pop & canister return -40.50 08/02/2023 226-45123-421990 10107775 Resale - Beer 2,072.20 08/02/2023 609-49750-425200 10107776 Resale - Beer credit -33.65 08/02/2023 609-49750-425200 Check Total: 4,948.55 Vendor: 4328 BREAKTHRU BEVERAGE MN WINE & SPIF Check Sequence: 4 ACH Enabled: False 111330612 Freight 52.80 08/02/2023 609-49750-433300 111330612 Resale - Wine 704.00 08/02/2023 609-49750-425300 111330612 Resale - Liquor 3,237.04 08/02/2023 609-49750-425100 111433864 Resale - Liquor 6,218.13 08/02/2023 609-49750-425100 111433864 Resale - NA Wine 120.00 08/02/2023 609-49750-425400 111433864 Freight 69.57 08/02/2023 609-49750-433300 411185405 Resale - Wine credit -160.00 08/02/2023 609-49750-425300 411185405 Freight -1.65 08/02/2023 609-49750-433300 411187146 Resale - Liquor credit -414.00 08/02/2023 609-49750-425100 411187146 Freight -3.30 08/02/2023 609-49750-433300 411193825 Freight -3.30 08/02/2023 609-49750-433300 411193825 Resale - Liquor credit -186.80 08/02/2023 609-49750-425100 411219608 Freight -6.62 08/02/2023 609-49750-433300 411219608 Resale - Liquor credit -660.09 08/02/2023 609-49750-425100 Check Total: 8,965.78 Vendor: 4646 CAPITOL BEVERAGE SALES L.P. Check Sequence: 5 ACH Enabled: True 17440648 Resale - Beer credit -70.50 08/02/2023 609-49750-425200 2863785 Resale - Beer credit -74.03 08/02/2023 609-49750-425200 2864049 Resale - Beer 16,625.15 08/02/2023 609-49750-425200 2864049 Resale - Liquor 155.92 08/02/2023 609-49750-425100 2864049 Resale - Beer NA 211.65 08/02/2023 609-49750-425400 2864049 Resale - Cranberry & orange juice 125.20 08/02/2023 609-49750-425500 2866953 Resale - Beer 13,098.50 08/02/2023 609-49750-425200 2866953 Resale - Beer NA, club soda 71.50 08/02/2023 609-49750-425400 2866953 Resale - cranberry & orange juice 53.89 08/02/2023 609-49750-425500 2866953 Resale - Liquor 102.00 08/02/2023 609-49750-425100 AP -Computer Check Proof List by Vendor (08/02/2023 - 3:02 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 1263 Check Total: 30,299.28 Check Sequence: 9 2342595 Vendor: 1129 DAHLHEIMER BEVERAGE LLC 08/02/2023 609-49750-425100 2342595 Check Sequence: 6 07/15/23 Resale - Beer 51.20 2342596 08/02/2023 609-49750-425200 1956962 Resale - Liquor 245.00 Resale - Margarita, pina colada, mixes, margarit, 08/02/2023 609-49750-425100 1956962 Resale - Beer 39,819.65 84.28 08/02/2023 609-49750-425200 1959976 Resale - NA Beer & liquid ice 271.95 08/02/2023 08/02/2023 609-49750-425400 1959976 Resale - Beer 2,323.40 609-49750-425100 08/02/2023 609-49750-425200 1959976 Resale - Liquor 980.00 2343874 08/02/2023 609-49750-425100 1962686 Resale - Liquor 94.00 Freight 08/02/2023 609-49750-425100 1962686 Resale - Beer 515.00 08/02/2023 609-49750-425200 1962687 Resale - Beer 36,921.01 08/02/2023 609-49750-425200 1962687 Resale - Rootbeer 83.40 08/02/2023 609-49750-425400 1962715 Resale - Beer credit -258.40 08/02/2023 609-49750-425200 1965474 Resale - Beer 1,734.90 08/02/2023 609-49750-425200 1965474 Resale - NA Beer 119.45 08/02/2023 609-49750-425400 Check Total: 82,900.56 Vendor: 6272 DANGEROUS MAN BREWING COOMPANY Check Sequence: 7 IN -642 Resale - Beer 152.00 08/02/2023 609-49750-425200 Check Total: 152.00 Vendor: 5201 DICK FAMILY, INC. Check Sequence: 8 1738659 Resale - Beer 756.40 08/02/2023 609-49750-425200 1738659 Resale - Beer NA 47.00 08/02/2023 609-49750-425400 1742621 Resale - Beer 473.40 08/02/2023 609-49750-425200 24650000140 Resale - Beer credit -198.52 08/02/2023 609-49750-425200 Check Total: 1,078.28 Vendor: 1263 JOHNSON BROTHERS LIQUOR CO. Check Sequence: 9 2342595 Resale - Liquor 4,614.48 08/02/2023 609-49750-425100 2342595 Freight 108.80 08/02/2023 609-49750-433300 2342596 Resale - Wine 2,092.00 08/02/2023 609-49750-425300 2342596 Resale - Margarita, pina colada, mixes, margarit, 467.25 08/02/2023 609-49750-425400 2342596 Freight 84.28 08/02/2023 609-49750-433300 2343873 Freight 39.55 08/02/2023 609-49750-433300 2343873 Resale - Liquor 3,391.90 08/02/2023 609-49750-425100 2343874 Resale - NA wine 132.00 08/02/2023 609-49750-425400 2343874 Resale - Wine 1,452.06 08/02/2023 609-49750-425300 2343874 Freight 38.70 08/02/2023 609-49750-433300 ACH Enabled: True ACH Enabled: False ACH Enabled: True ACH Enabled: False AP -Computer Check Proof List by Vendor (08/02/2023 - 3:02 PM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference 2343875 Resale - Beer 27.00 08/02/2023 609-49750-425200 2346095 Freight 15.48 08/02/2023 609-49750-433300 2346095 Resale - Wine 1,058.60 08/02/2023 609-49750-425300 2347388 Freight 39.56 08/02/2023 609-49750-433300 2347388 Resale - Liquor 1,823.00 08/02/2023 609-49750-425100 2347389 Freight 43.00 08/02/2023 609-49750-433300 2347389 Resale - Margarita mix 44.00 08/02/2023 609-49750-425400 2347389 Resale - Wine 1,656.00 08/02/2023 609-49750-425300 2348110 Resale - Liquor 3,375.16 08/02/2023 609-49750-425100 2348110 Freight 47.88 08/02/2023 609-49750-433300 2348111 Resale - Wine 1,010.16 08/02/2023 609-49750-425300 2348111 Freight 24.08 08/02/2023 609-49750-433300 2350871 Freight 58.49 08/02/2023 609-49750-433300 2350871 Resale - Liquor 3,634.62 08/02/2023 609-49750-425100 2350872 Resale - Wine 516.00 08/02/2023 609-49750-425300 2350872 Freight 17.20 08/02/2023 609-49750-433300 259387 Resale - Liquor credit -5.50 08/02/2023 609-49750-425100 259388 Resale - Liquor credit -2.27 08/02/2023 609-49750-425100 259389 Resale - Liquor credit -2.00 08/02/2023 609-49750-425100 259390 Resale - Wine credit -10.34 08/02/2023 609-49750-425300 259391 Resale - Liquor credit -12.68 08/02/2023 609-49750-425100 259392 Resale - Liquor credit -78.50 08/02/2023 609-49750-425100 259392 Freight -0.50 08/02/2023 609-49750-433300 259393 Resale - Liiquor credit -15.43 08/02/2023 609-49750-425100 259859 Resale - wine credit -6.00 08/02/2023 609-49750-425300 259860 Resale - wine credit -15.33 08/02/2023 609-49750-425300 259861 Resale - wine credit -12.00 08/02/2023 609-49750-425300 Check Total: 25,650.70 Vendor: 1303 M AMUNDSON CIGAR & CANDY CO, LLP Check Sequence: 10 ACH Enabled: True 365655 Resale - Cigarettes 2,892.24 08/02/2023 609-49750-425500 365655 Resale - Chewing tobacco, pop, barware 1,118.48 08/02/2023 609-49750-425400 Check Total: 4,010.72 Vendor: 1427 PHILLIPS WINE & SPIRITS CO Check Sequence: 11 ACH Enabled: False 502872 Resale - Liquor credit -2.25 08/02/2023 609-49750-425100 502873 Resale - Wine credit -3.79 08/02/2023 609-49750-425300 502874 Resale - Wine credit -3.72 08/02/2023 609-49750-425300 6626444 Resale - Liquor 144.00 08/02/2023 609-49750-425100 6626444 Freight 1.72 08/02/2023 609-49750-433300 6626445 Freight 24.08 08/02/2023 609-49750-433300 AP -Computer Check Proof List by Vendor (08/02/2023 - 3:02 PM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference 6626445 Resale - wine 1,304.50 08/02/2023 609-49750-425300 6627517 Freight 43.57 08/02/2023 609-49750-433300 6627517 Resale - Wine 1,309.90 08/02/2023 609-49750-425300 6627517 Resale - Liquor 99.25 08/02/2023 609-49750-425100 6630202 Freight 1.72 08/02/2023 609-49750-433300 6630202 Resale - Liquor 562.50 08/02/2023 609-49750-425100 6630774 Resale - Liquor 2,941.56 08/02/2023 609-49750-425100 6630774 Freight 30.90 08/02/2023 609-49750-433300 6630775 Freight 57.62 08/02/2023 609-49750-433300 6630775 Resale - Wine 1,780.10 08/02/2023 609-49750-425300 6630775 Resale - Margarita mix 52.15 08/02/2023 609-49750-425400 6633008 Resale - Liquor 2,076.45 08/02/2023 609-49750-425100 6633008 Freight 53.33 08/02/2023 609-49750-433300 6633009 Freight 15.48 08/02/2023 609-49750-433300 6633009 Resale - Wine 400.75 08/02/2023 609-49750-425300 6633185 Resale - Wine 198.45 08/02/2023 609-49750-425300 6633185 Freight 13.50 08/02/2023 609-49750-433300 6827516 Resale - Liquor 2,388.90 08/02/2023 609-49750-425100 6827516 Freight 36.69 08/02/2023 609-49750-433300 Check Total: 13,527.36 Vendor: 3309 SOUTHERN GLAZER'S WINE AND SPIRITS, Check Sequence: 12 ACH Enabled: False 2369824 Resale - Liquor 3,535.86 08/02/2023 609-49750-425100 2369824 Freight 34.76 08/02/2023 609-49750-433300 2369825 Freight 15.87 08/02/2023 609-49750-433300 2369825 Resale - Wine 1,075.32 08/02/2023 609-49750-425300 2372449 Resale - Liquor 2,587.20 08/02/2023 609-49750-425100 2372449 Freight 27.88 08/02/2023 609-49750-433300 2372450 Freight 1.40 08/02/2023 609-49750-433300 2372450 Resale - Wine 56.00 08/02/2023 609-49750-425300 5099591 Freight 0.35 08/02/2023 609-49750-433300 Check Total: 7,334.64 Vendor: 5989 SP3,LLC Check Sequence: 13 ACH Enabled: True W-197058 Resale - Beer 426.50 08/02/2023 609-49750-425200 Check Total: 426.50 Vendor: 5369 TRAVELERS Check Sequence: 14 ACH Enabled: False 4481E1159 Addt'l Work Comp Ins Prem 2.00 08/02/2023 101-41110-415100 4481EI159 Addt'l Work Comp Ins Prem 33.00 08/02/2023 101-41310-415100 AP -Computer Check Proof List by Vendor (08/02/2023 - 3:02 PM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference 4481EI159 Addt'l Work Comp Ins Prem 14.00 08/02/2023 101-41410-415100 4481EI159 Addt'l Work Comp Ins Prem 34.00 08/02/2023 101-41520-415100 4481EI159 Addt'l Work Comp Ins Prem 11.00 08/02/2023 101-41800-415100 4481E1159 Addt'l Work Comp Ins Prem 19.00 08/02/2023 101-41910-415100 4481EII59 Addt'l Work Comp Ins Prem 379.00 08/02/2023 101-42200-415100 4481EII59 Addt'l Work Comp Ins Prem 926.00 08/02/2023 101-42400-415100 4481EII59 Addt'l Work Comp Ins Prem 244.00 08/02/2023 101-43110-415100 4481EII59 Addt'l Work Comp Ins Prem 818.00 08/02/2023 101-43115-415100 4481E1159 Addt'l Work Comp Ins Prem 1,672.00 08/02/2023 101-43120-415100 4481EII59 Addt'l Work Comp Ins Prem 860.00 08/02/2023 101-43125-415100 4481E1159 Addt'l Work Comp Ins Prem 523.00 08/02/2023 101-43127-415100 4481EI159 Addt'l Work Comp Ins Prem 1,469.00 08/02/2023 101-45201-415100 4481EI159 Addt'l Work Comp Ins Prem 219.00 08/02/2023 101-46102-415100 4481EI159 Addt'l Work Comp Ins Prem 233.00 08/02/2023 213-46301-415100 4481EI159 Addt'l Work Comp Ins Prem 529.00 08/02/2023 226-45122-415100 4481E1159 Addt'l Work Comp Ins Prem 756.00 08/02/2023 226-45124-415100 4481EII59 Addt'l Work Comp Ins Prem 155.00 08/02/2023 226-45126-415100 4481EII59 Addt'l Work Comp Ins Prem 722.00 08/02/2023 601-49440-415100 4481EII59 Addt'l Work Comp Ins Prem 7.00 08/02/2023 601-49441-415100 4481EII59 Addt'l Work Comp Ins Prem 639.00 08/02/2023 602-49490-415100 4481E1159 Addt'l Work Comp Ins Prem 7.00 08/02/2023 602-49491-415100 4481EII59 Addt'l Work Comp Ins Prem 982.00 08/02/2023 609-49754-415100 4481E1159 Addt'l Work Comp Ins Prem 191.00 08/02/2023 652-49880-415100 4481EI159 Addt'l Work Comp Ins Prem 157.00 08/02/2023 652-49881-415100 4481EI159 Addt'l Work Comp Ins Prem 227.00 08/02/2023 652-49882-415100 4481EI159 Addt'l Work Comp Ins Prem 58.00 08/02/2023 653-41990-415100 4481EI159 Addt'l Work Comp Ins Prem 110.00 08/02/2023 701-00000-415100 4481E1159 Addt'l Work Comp Ins Prem 8.00 08/02/2023 702-00000-415100 Check Total: 12,004.00 Vendor: 1188 TWAIT WINES, INC Check Sequence: 15 5246 Resale - Wine 132.00 08/02/2023 609-49750-425300 Check Total: 132.00 Vendor: 1684 VINOCOPIA Check Sequence: 16 0333220 -IN Resale - Wine 448.00 08/02/2023 609-49750-425300 0333220 -IN Resale - Liquor 166.00 08/02/2023 609-49750-425100 0333220 -IN Freight 12.50 08/02/2023 609-49750-433300 0333603 -IN Resale - Liquor 93.96 08/02/2023 609-49750-425100 0333603 -IN Freight 2.50 08/02/2023 609-49750-433300 ACH Enabled: False ACH Enabled: True AP -Computer Check Proof List by Vendor (08/02/2023 - 3:02 PM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference The preceding list of bills payable was reviewed and approved for payment. Date: 8/14/2023 Approved by: Mayor Lloyd Hilgart AP -Computer Check Proof List by Vendor (08/02/2023 - 3:02 PM) Page 7 Check Total: 722.96 Vendor: 1572 THE WINE COMPANY Check Sequence: 17 ACH Enabled: True 241614 Resale - Wine 764.00 08/02/2023 609-49750-425300 241614 Resale - Liquor 214.00 08/02/2023 609-49750-425100 241614 Freight 21.00 08/02/2023 609-49750-433300 Check Total: 999.00 Vendor: 1573 WINE MERCHANTS INC Check Sequence: 18 ACH Enabled: False 7436770 Resale - wine 1,867.20 08/02/2023 609-49750-425300 7436770 Freight 19.21 08/02/2023 609-49750-433300 Check Total: 1,886.41 Total for Check Run: 225,229.56 Total of Number of Checks: 18 The preceding list of bills payable was reviewed and approved for payment. Date: 8/14/2023 Approved by: Mayor Lloyd Hilgart AP -Computer Check Proof List by Vendor (08/02/2023 - 3:02 PM) Page 7 Accounts Payable Computer Check Proof List by Vendor User: Debbie.Gulbrandson Printed: 08/09/2023 - 2:48PM Batch: 00203.08.2023 - 203.08.2023 AP Invoice No Description Moiiii6effo Y Amount Payment Date Acct Number Reference Vendor: 5660 ABSOLUTE PRINT GRAPHICS Check Sequence: 1 ACH Enabled: False 61969 UB July Invoices (3888) Print, Fold, Stuff, Enve 776.50 08/15/2023 601-49440-431800 61969 UB July Invoices (3888) Print, Fold, Stuff, Enve 776.50 08/15/2023 602-49490-431800 61969 July City Announcements (3900) 2,105.28 08/15/2023 101-41310-443990 Check Total: 3,658.28 Vendor: 2139 ADVANCED FIRST AID INC Check Sequence: 2 ACH Enabled: True 0823-519 AED Battery Replacement @ Hi Way Liquor 175.00 08/15/2023 701-00000-421990 Check Total: 175.00 Vendor: 2407 ALL ELEMENTS Check Sequence: 3 ACH Enabled: True 10755 Repair Leaky Seal @ PW 286.76 08/15/2023 701-00000-440100 Check Total: 286.76 Vendor: 4928 AMERICAN LEGAL PUBLISHING CORP Check Sequence: 4 ACH Enabled: False 26976 2023 S-4 Folio/Internet Supplement Pages (408) 795.60 08/15/2023 101-41610-435100 Check Total: 795.60 Vendor: 4696 AMERICAN PRESSURE INC Check Sequence: 5 ACH Enabled: False 134184 Install Adjustable Thermostat, Coupler 465.81 08/15/2023 101-43127-440440 Check Total: 465.81 Vendor: 3491 ARTISAN BEER COMPANY Check Sequence: 6 ACH Enabled: False 3619076 Resale - Wine 83.10 08/15/2023 609-49750-425300 3620105 Resale - Beer 55.40 08/15/2023 609-49750-425200 Check Total: 138.50 Vendor: 1368 AUTO VALUE MONTICELLO Check Sequence: 7 ACH Enabled: False AP -Computer Check Proof List by Vendor (08/09/2023 - 2:48 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference 21213803 Oil Filters (5) 26.45 08/15/2023 101-43127-422120 21214096 Various Filters (11) 162.55 08/15/2023 101-43127-422120 21214429 Oil Filters (2) 11.31 08/15/2023 101-43127-422120 21214430 Oil Filters (2) -10.58 08/15/2023 101-43127-422120 21214637 Oil for Equinox (12 Qts) 83.88 08/15/2023 653-41990-421990 21214650 Windshield Wiper Blades - Equinox 34.98 08/15/2023 653-41990-421990 Check Total: 308.59 Vendor: 1062 BEAUDRY OIL COMPANY Check Sequence: 8 ACH Enabled: True 2353427 Diesel Fuel Nozzle 125.78 08/15/2023 101-43120-421990 2379349 Diesel Fuel (480.4 gals) @ $2.847 1,514.22 08/15/2023 101-43120-421200 2379350 Unleaded Fuel (548.9 gals) @ $2.69 1,643.96 08/15/2023 101-43120-421200 2384662 Diesel Fuel (421.5 gals) @ $2.925 1,361.45 08/15/2023 101-43120-421200 2384663 Unleaded Fuel (544.8 gals) @ $2.763 1,671.45 08/15/2023 101-43120-421200 Check Total: 6,316.86 Vendor: 1065 BELLBOY CORPORATION Check Sequence: 9 ACH Enabled: True 107183600 Resale - Grenadine, bloody mary mix, orange bit 137.90 08/15/2023 609-49750-425400 107183600 Resale - Pineapple juice 58.25 08/15/2023 609-49750-425500 107183600 Freight 0.90 08/15/2023 609-49750-433300 200201900DR Freight - Repayment of cancelled CM 20020190 1.65 08/15/2023 609-49750-433300 200201900DR Repayment of cancelled CM 200201900 89.50 08/15/2023 609-49750-425100 200366300 Resale - Liquor 11,083.43 08/15/2023 609-49750-425100 200366300 Resale - Wine 376.00 08/15/2023 609-49750-425300 200366300 Freight 94.46 08/15/2023 609-49750-433300 99895300 Resale - Liquor credit -12.92 08/15/2023 609-49750-425100 Check Total: 11,829.17 Vendor: 1067 BERNICK'S Check Sequence: 10 ACH Enabled: False 10110712 Resale - Beer 1,927.10 08/15/2023 609-49750-425200 10110713 Resale - Pop 86.08 08/15/2023 609-49750-425400 10110714 Resale - Beer credit -33.65 08/15/2023 609-49750-425200 10110715 Resale - Premix pop 144.00 08/15/2023 226-45123-421990 10110715 Resale - pop, gatorade, juice, flavored water, but 277.40 08/15/2023 226-45125-425410 10110716 Resale - pop, orange juice return credit -18.58 08/15/2023 226-45125-425410 Check Total: 2,382.35 Vendor: 2576 BIG LAKE LUMBER Check Sequence: 11 ACH Enabled: False 2307-527421 (12) 2X10X12 brown treated 426.36 08/15/2023 101-45201-421990 2307-527566 Lumber - (6) 2X6, (3) 4X4, (6) 5/4X6, (1) EA 1/ 340.73 08/15/2023 101-45201-421990 AP -Computer Check Proof List by Vendor (08/09/2023 - 2:48 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference 2307-527567 (6) 16' 5/4X6 lumber return credit -140.10 08/15/2023 101-45201-421990 2307-527568 (6) 16'5/4X6 lumber 140.00 08/15/2023 101-45201-421990 Check Total: 766.99 Vendor: 4846 BIG LAKE REFRIGERATION, A/C & HEATD Check Sequence: 12 ACH Enabled: False 3380 Labor - Replace Sensors on Freezer @ MCC 301.00 08/15/2023 701-00000-440100 3380 Parts - Coil Sensor, Air Sensor - Freezer @ MC, 318.00 08/15/2023 701-00000-440100 Check Total: 619.00 Vendor: 1079 BOYER TRUCKS - LAUDERDALE Check Sequence: 13 ACH Enabled: True 003P45283 Hose Assembly, Crankcase Ventilation Kit, Tube 581.96 08/15/2023 101-43120-422110 Check Total: 581.96 Vendor: 4328 BREAKTHRU BEVERAGE MN WINE & SPIF Check Sequence: 14 ACH Enabled: False 111539133 Resale- Liquor 3,997.72 08/15/2023 609-49750-425100 111539133 Resale- Wine 367.64 08/15/2023 609-49750-425300 111539133 Resale - Grenadine 24.00 08/15/2023 609-49750-425400 111539133 Freight 67.11 08/15/2023 609-49750-433300 111539134 Resale- Wine 72.00 08/15/2023 609-49750-425300 411236845 Resale - Wine credit -100.00 08/15/2023 609-49750-425300 411236845 Freight -1.65 08/15/2023 609-49750-433300 411260228 Freight -2.34 08/15/2023 609-49750-433300 411260228 Resale - Liquor credit -198.94 08/15/2023 609-49750-425100 Check Total: 4,225.54 Vendor: 4926 BSN SPORTS Check Sequence: 15 ACH Enabled: False 922056518 (2) EA Beacon sand comb - 1/4" mesh 386.54 08/15/2023 101-45203-421990 Check Total: 386.54 Vendor: 1801 CANNON RIVER WINERY Check Sequence: 16 ACH Enabled: True 15482 Resale - Wine 557.00 08/15/2023 609-49750-425300 Check Total: 557.00 Vendor: 4646 CAPITOL BEVERAGE SALES L.P. Check Sequence: 17 ACH Enabled: True 2870010 Resale - Beer credit -139.66 08/15/2023 609-49750-425200 2870163 Resale - Beer 18,728.75 08/15/2023 609-49750-425200 2870163 Resale - Liquor 1,010.70 08/15/2023 609-49750-425100 2870163 Resale - Orange juice 27.89 08/15/2023 609-49750-425500 AP -Computer Check Proof List by Vendor (08/09/2023 - 2:48 PM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference 2870163 Resale - NA Beer 410.65 08/15/2023 609-49750-425400 Check Total: 20,038.33 Vendor: 1103 CENTRAL HYDRAULICS INC Check Sequence: 18 ACH Enabled: False 568575 Rebuilt Cylinder for Plow Wing 341.84 08/15/2023 101-43125-440440 Check Total: 341.84 Vendor: 1106 CENTRAL MCGOWAN INC Check Sequence: 19 ACH Enabled: True 251245 Monthly tank rental 76.00 08/15/2023 226-45124-441500 740538 Bulk carbon dioxide (451 lbs) 172.75 08/15/2023 226-45124-421600 Check Total: 248.75 Vendor: 1661 CENTRAL MN MFG ASSOCIATION Check Sequence: 20 ACH Enabled: False 17531 2023 Membership Dues 350.00 08/15/2023 213-46301-443300 Check Total: 350.00 Vendor: 6050 CHRISTENSEN GROUP INSURANCE Check Sequence: 21 ACH Enabled: False 23-24 Commission Fee 7/15/23 - 7/15/24 42.14 08/15/2023 101-41310-436100 23-24 Commission Fee 7/15/23 - 7/15/24 20.73 08/15/2023 101-41410-436100 23-24 Commission Fee 7/15/23 - 7/15/24 32.91 08/15/2023 101-41520-436100 23-24 Commission Fee 7/15/23 - 7/15/24 8.22 08/15/2023 101-41800-436100 23-24 Commission Fee 7/15/23 - 7/15/24 194.02 08/15/2023 101-41910-436100 23-24 Commission Fee 7/15/23 - 7/15/24 89.84 08/15/2023 101-41940-436100 23-24 Commission Fee 7/15/23 - 7/15/24 280.83 08/15/2023 101-42200-436100 23-24 Commission Fee 7/15/23 - 7/15/24 53.72 08/15/2023 101-42400-436100 23-24 Commission Fee 7/15/23 - 7/15/24 15.49 08/15/2023 101-42700-436100 23-24 Commission Fee 7/15/23 - 7/15/24 40.76 08/15/2023 101-43110-436100 23-24 Commission Fee 7/15/23 - 7/15/24 23.63 08/15/2023 101-43115-436100 23-24 Commission Fee 7/15/23 - 7/15/24 210.62 08/15/2023 101-43120-436100 23-24 Commission Fee 7/15/23 - 7/15/24 19.47 08/15/2023 101-43125-436100 23-24 Commission Fee 7/15/23 - 7/15/24 14.78 08/15/2023 101-43127-436100 23-24 Commission Fee 7/15/23 - 7/15/24 406.78 08/15/2023 101-45201-436100 23-24 Commission Fee 7/15/23 - 7/15/24 12.92 08/15/2023 101-45204-436100 23-24 Commission Fee 7/15/23 - 7/15/24 26.27 08/15/2023 101-45501-436100 23-24 Commission Fee 7/15/23 - 7/15/24 6.35 08/15/2023 101-46102-436100 23-24 Commission Fee 7/15/23 - 7/15/24 89.96 08/15/2023 213-46301-436100 23-24 Commission Fee 7/15/23 - 7/15/24 12.48 08/15/2023 215-49010-436100 23-24 Commission Fee 7/15/23 - 7/15/24 476.43 08/15/2023 226-45122-436100 23-24 Commission Fee 7/15/23 - 7/15/24 296.29 08/15/2023 601-49440-436100 23-24 Commission Fee 7/15/23 - 7/15/24 304.00 08/15/2023 602-49490-436100 AP -Computer Check Proof List by Vendor (08/09/2023 - 2:48 PM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference 23-24 Commission Fee 7/15/23 - 7/15/24 386.80 08/15/2023 602-49480-436100 23-24 Commission Fee 7/15/23 - 7/15/24 83.44 08/15/2023 609-49754-436100 23-24 Commission Fee 7/15/23 - 7/15/24 46.44 08/15/2023 652-49880-436100 23-24 Commission Fee 7/15/23 - 7/15/24 57.51 08/15/2023 653-41990-436100 23-24 Commission Fee 7/15/23 - 7/15/24 17.77 08/15/2023 701-00000-436100 23-24 Commission Fee 7/15/23 - 7/15/24 66.36 08/15/2023 702-00000-436100 23-24 Commission Fee 7/15/23 - 7/15/24 113.04 08/15/2023 656-00000-202099 Check Total: 3,450.00 Vendor: 1894 CONDON AND SKELLY Check Sequence: 22 ACH Enabled: False 51001158 Collector Auto Ins Renewal - 9/21/23 to 9/21/24 147.02 08/15/2023 101-42200-436990 Check Total: 147.02 Vendor: 4671 CONSOLIDATED FLEET SERVICES, INC Check Sequence: 23 ACH Enabled: True 2023MY0119 Tower 11 - annual testing 1,967.60 08/15/2023 101-42200-431990 Check Total: 1,967.60 Vendor: 2935 CUSTOMIZED FIRE RESCUE TRAINING IN( Check Sequence: 24 ACH Enabled: False 2455 NFPA 472 Haz Mat Trng - Anhydrous Amonia, ( 450.00 08/15/2023 101-42200-433200 Check Total: 450.00 Vendor: 1129 DAHLHEIMER BEVERAGE LLC Check Sequence: 25 ACH Enabled: True 1967855 Resale - Beer 47,517.95 08/15/2023 609-49750-425200 1967855 Resale - Liquor 1,185.00 08/15/2023 609-49750-425100 1967855 Resale - Rootbeer 36.00 08/15/2023 609-49750-425400 1968513 Resale - Beer 741.50 08/15/2023 609-49750-425200 1971231 Resale - Beer 266.95 08/15/2023 609-49750-425200 1971231 Resale - NA Beer 136.50 08/15/2023 609-49750-425400 1971231 Resale - Liquor 148.50 08/15/2023 609-49750-425100 1971364 Resale - Beer credit -424.50 08/15/2023 609-49750-425200 1971369 Resale - Beer credit -320.00 08/15/2023 609-49750-425200 1973840 Resale - Beer 724.10 08/15/2023 609-49750-425200 1974312 Resale - Beer credit -237.00 08/15/2023 609-49750-425200 Check Total: 49,775.00 Vendor: 4475 DAKOTA SUPPLY GROUP Check Sequence: 26 ACH Enabled: True 5102931229.001 25LB Cylinder Freon Refrigerant 900.41 08/15/2023 701-00000-421990 Check Total: 900.41 AP -Computer Check Proof List by Vendor (08/09/2023 - 2:48 PM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 6272 DANGEROUS MAN BREWING COOMPANY IN -703 ACH Resale - Beer IN -771 186.00 Resale - Beer 08/15/2023 609-49750-425200 Check Total: Vendor: 5201 DICK FAMILY, INC. 1747043 08/15/2023 Resale - Beer Check Total: Vendor: 1147 DOUBLE D ELECTRIC INC 28071 Install IT Recptcl for Cam EQ, Replace Ext Rcp1 28072 Install IT Recptcls for Cam EQ, Bathhouse & 21 28073 Check Sequence: 28 Install IT Recptcls for Cam EQ, Bathhouse & 11 28081 True Retro Fit Existing HID Fixtures (3) 08/15/2023 Check Total: Vendor: 6126 DREKKER BREWING CO LLC 15776 Resale - Beer 15832CR Resale - Beer credit Check Total: Vendor: 5771 EAST SIDE OIL COMPANIES, INC R106239 False Waste Oil Disposal 08/15/2023 Check Total: Vendor: 1153 ECM PUBLISHERS INC 957154 PH Monti Zoning Ordinance Ad# 1329191 957155 202329 - PH Tamarack Land PUD Ad# 1329195 957156 397.50 PH City Ordinance 799 Ad# 1329199 958006 101-45201-431901 23C001 - PH 2 Bertram - AD#1328212 958836 Twins Duo Event - Ad# 1330435 958837 08/15/2023 APG7 - Hi -Way Store Std - Ad# 1330455 958838 Twins Duo Event - Ad# 1330436 2,931.80 Check Total: Vendor: 3540 JIM AND KAYE EISELE 7/25/2023 Escrow Refund - 405 Vine St/#21-00670 AP -Computer Check Proof List by Vendor (08/09/2023 - 2:48 PM) Page 6 Check Sequence: 27 ACH Enabled: False 186.00 08/15/2023 609-49750-425200 477.00 08/15/2023 609-49750-425200 663.00 Check Sequence: 28 ACH Enabled: True 1,841.60 08/15/2023 609-49750-425200 1,841.60 Check Sequence: 29 ACH Enabled: False 390.70 08/15/2023 101-45201-431901 768.60 08/15/2023 101-45201-431901 397.50 08/15/2023 101-45201-431901 1,375.00 08/15/2023 601-49440-440600 2,931.80 Check Sequence: 30 ACH Enabled: False 571.50 08/15/2023 609-49750-425200 -92.25 08/15/2023 609-49750-425200 479.25 Check Sequence: 31 ACH Enabled: False 45.00 08/15/2023 101-43127-421990 45.00 Check Sequence: 32 ACH Enabled: True 158.75 08/15/2023 101-41910-435100 158.75 08/15/2023 101-41910-435100 158.75 08/15/2023 101-41910-435100 512.00 08/15/2023 404-45202-453014 132.40 08/15/2023 609-49754-434990 50.00 08/15/2023 609-49754-434990 248.50 08/15/2023 609-49754-434990 1,419.15 Check Sequence: 33 ACH Enabled: False 2,000.00 08/15/2023 101-00000-220110 Page 6 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (08/09/2023 - 2:48 PM) Page 7 Check Total: 2,000.00 Vendor: 4191 ELK RIVER GREENHOUSE LLC Check Sequence: 34 ACH Enabled: True 07/28/23 Farmers Market Token Collection Log - 7/20 &' 381.00 08/15/2023 226-45127-431992 08/04/23 Farmers Market Token Collection Log - 8/3/23 176.00 08/15/2023 226-45127-431992 Check Total: 557.00 Vendor: 1722 ENVIRONMENTAL EQUIPMENT & SERVIC] Check Sequence: 35 ACH Enabled: False 23187 Street Sweeper - Urethane Transmission Assemb 740.45 08/15/2023 652-49882-440440 Check Total: 740.45 Vendor: 1174 FINKEN WATER CENTERS Check Sequence: 36 ACH Enabled: False 72335TM Solar Salt (40# - 9) & Fuel Surcharge 77.20 08/15/2023 701-00000-421990 Check Total: 77.20 Vendor: 5934 MARIO FRUCCI Check Sequence: 37 ACH Enabled: True 8/8/2023 Mileage Reimbursement - 1W1P Meeting (23 mi 15.07 08/15/2023 101-43115-433100 Check Total: 15.07 Vendor: 3762 GARRETTS DIAMOND CITY BREAD Check Sequence: 38 ACH Enabled: True 07/28/23 Farmers Market Token Collectio Log - 7/20 & 7i 55.00 08/15/2023 226-45127-431992 Check Total: 55.00 Vendor: 6127 SYDNEY GASSER Check Sequence: 39 ACH Enabled: True 08/02/23 Life Guard Training Cert Reimbursement - Qtr 2 150.00 08/15/2023 226-45124-433100 Check Total: 150.00 Vendor: 5992 GERTEN GREENHOUSES & GARDEN CENT Check Sequence: 40 ACH Enabled: False 206464/12 (100) PkArborplugs #3 48.05 08/15/2023 101-45201-421990 Check Total: 48.05 Vendor: 6280 GILLELAND CHEVROLET CADILLAC INC Check Sequence: 41 ACH Enabled: False Deal# 23 603 8 2023 Chev 4500HD LCF Diesel - VIN JALCDV 48,540.00 08/15/2023 703-00000-458010 Check Total: 48,540.00 Vendor: 1413 GOPHER STATE ONE CALL INC Check Sequence: 42 ACH Enabled: True AP -Computer Check Proof List by Vendor (08/09/2023 - 2:48 PM) Page 7 Invoice No Description Amount Payment Date Acct Number Reference 3070607 July 2023 Tickets (181) - 1/2 Water 121.50 08/15/2023 601-49440-432770 3070607 July 2023 Tickets (181) - 1/2 Sewer 121.50 08/15/2023 602-49490-432770 Check Total: 243.00 Vendor: 6251 STEPHEN W GRITTMAN Check Sequence: 43 ACH Enabled: True 120-00 July Retainer 4,166.00 08/15/2023 101-41910-431990 23-29 202329 - Haven Ridge 2nd PUD Amend - July 2 1,836.00 08/15/2023 101-00000-220110 23-30 202326 - Big River Concept PUD - July 2023 1,224.00 08/15/2023 101-00000-220110 Check Total: 7,226.00 Vendor: 1223 HAWKINS INC Check Sequence: 44 ACH Enabled: True 6528974 Aluminum Sulfate Liquid - WWTP 7,112.79 08/15/2023 602-49480-421990 6538450 Pool Chemicals 1,202.18 08/15/2023 226-45124-421600 6544814 Polymer - Aqua Hawk - WWTP 12,951.18 08/15/2023 602-49480-421990 Check Total: 21,266.15 Vendor: 3971 INTL UNION OF OPER ENGINEERS LOCAL Check Sequence: 45 ACH Enabled: False 8/3/2023 Health Insurance - Union - Sept 2023 22,720.00 08/15/2023 101-00000-217061 Check Total: 22,720.00 Vendor: 5080 J & A GLASS & MIRROR INC Check Sequence: 46 ACH Enabled: False 56806 Remove & Re Install Gall - City Hall Curtain W, 840.00 08/15/2023 701-00000-440100 Check Total: 840.00 Vendor: 6278 JANICA JAMMES Check Sequence: 47 ACH Enabled: False 08/04/23 Farmers Market Token Collection Log - 8/2/23 66.00 08/15/2023 226-45127-431992 Check Total: 66.00 Vendor: 6138 JAVA MATES LLC Check Sequence: 48 ACH Enabled: False 8/2/2023 202246 - Planning Escrow Refund 1,130.70 08/15/2023 101-00000-220110 Check Total: 1,130.70 Vendor: 1263 JOHNSON BROTHERS LIQUOR CO. Check Sequence: 49 ACH Enabled: False 2352298 Resale - Liquor 4,533.00 08/15/2023 609-49750-425100 2352298 Freight 89.44 08/15/2023 609-49750-433300 2352299 Freight 94.60 08/15/2023 609-49750-433300 2352299 Resale - Wine 3,044.75 08/15/2023 609-49750-425300 2352299 Resale - Sweet & sour, margarita mix 101.25 08/15/2023 609-49750-425400 AP -Computer Check Proof List by Vendor (08/09/2023 - 2:48 PM) Page 8 Invoice No Description Amount Payment Date Acct Number Reference 2353061 Resale - Liquor 5,492.71 08/15/2023 609-49750-425100 2353061 Freight 71.86 08/15/2023 609-49750-433300 2353062 Freight 31.39 08/15/2023 609-49750-433300 2353062 Resale - Wine 1,347.24 08/15/2023 609-49750-425300 2355865 Resale - Liquor 1,677.45 08/15/2023 609-49750-425100 2355865 Freight 46.74 08/15/2023 609-49750-433300 261438 Resale - Liquor credit -19.52 08/15/2023 609-49750-425100 Check Total: 16,510.91 Vendor: 5974 JOTL PROPERTIES, LLC Check Sequence: 50 ACH Enabled: False 123 August 2023 - 213 West Broadway Rent 1,530.00 08/15/2023 101-45204-441200 Check Total: 1,530.00 Vendor: 6248 JP BROOKS Check Sequence: 51 ACH Enabled: False 7/28/2023 Escrow Refund - 4416 86th St/Edmonson Ridge 2,000.00 08/15/2023 101-00000-220110 Check Total: 2,000.00 Vendor: 6273 WAYNE KALLA Check Sequence: 52 ACH Enabled: True 7/31/2023 Reimbursement for Hotel @ Fire Marshall Train 136.00 08/15/2023 101-42400-433100 Check Total: 136.00 Vendor: 5444 JULIA KAROS Check Sequence: 53 ACH Enabled: True 4837 August 2023 - Cleaning Fire/Law Enforcement 560.00 08/15/2023 701-00000-431100 Check Total: 560.00 Vendor: 1270 KENNEDY AND GRAVEN CHARTERED Check Sequence: 54 ACH Enabled: False MN190-00001 General -June 2023 270.00 08/15/2023 213-46301-430400 MN190-00101 General EDA- June 2023 707.00 08/15/2023 213-46301-430400 MN190-00160 TIF 1-412019 UMC TIF - June 2023 112.50 08/15/2023 213-46541-431990 MN325-00047 GMEF Loan Rustech - June 2023 506.00 08/15/2023 213-46301-430400 Check Total: 1,595.50 Vendor: 1273 KIWI KAI IMPORTS, INC. Check Sequence: 55 ACH Enabled: True 208740 Resale- Wine 1,154.95 08/15/2023 609-49750-425300 208740 Freight 18.00 08/15/2023 609-49750-433300 Check Total: 1,172.95 Vendor: 4302 KWIK TRIP INC Check Sequence: 56 ACH Enabled: False AP -Computer Check Proof List by Vendor (08/09/2023 - 2:48 PM) Page 9 Invoice No Description Amount Payment Date Acct Number Reference 8/2/2023 202245 - Planning Escrow Refund 1,006.80 08/15/2023 101-00000-220110 Check Total: 1,006.80 Vendor: 3829 STEVE LANGANKI Check Sequence: 57 ACH Enabled: True 1924 Porta Toilet Rental - 6/13 - 7/10/23 1,665.00 08/15/2023 101-45201-431901 Check Total: 1,665.00 Vendor: 1902 VICKI LEERHOFF Check Sequence: 58 ACH Enabled: True 07/28/23 Farmers Market Token Collection Log - 7/27/23 144.00 08/15/2023 226-45127-431992 Check Total: 144.00 Vendor: 4989 KEVIN LENHART Check Sequence: 59 ACH Enabled: False 07/17/23 Performance @ Music on the Mississippi 8/16/2: 2,500.00 08/15/2023 226-45127-431991 Check Total: 2,500.00 Vendor: 1297 LOCATORS & SUPPLIES INC Check Sequence: 60 ACH Enabled: False 0308676 -IN (10) EA Orange nitrile 8 mil. - 100/box 180.70 08/15/2023 101-45201-421990 Check Total: 180.70 Vendor: 3933 CHARLES LONG Check Sequence: 61 ACH Enabled: False 07/28/23 Farmers Market Token Collection Log - 7/20/23 258.00 08/15/2023 226-45127-431992 08/04/23 Farmers Market Token Collection Log - 8/03/23 246.00 08/15/2023 226-45127-431992 Check Total: 504.00 Vendor: 5709 BEN LUNDQUIST Check Sequence: 62 ACH Enabled: True 000011 Qtr 2 2023 - Monti Arts Director 6,249.99 08/15/2023 101-45201-431990 Check Total: 6,249.99 Vendor: 6276 M & M HOME CONTRACTORS Check Sequence: 63 ACH Enabled: False 8/7/2023 Refund Meter Over Payment - Moved to Smallej 422.00 08/15/2023 601-00000-362411 8/7/2023 Refund Meter Over Pmt - Smaller Meter - Sunn) 31.12 08/15/2023 601-00000-208100 Check Total: 453.12 Vendor: 1303 M AMUNDSON CIGAR & CANDY CO, LLP Check Sequence: 64 ACH Enabled: True 366461 Resale - Pop, cigars, chewing tobacco, corkscrev 392.61 08/15/2023 609-49750-425400 366461 Resale - Cigarettes, grapefruit juice 2,637.09 08/15/2023 609-49750-425500 AP -Computer Check Proof List by Vendor (08/09/2023 - 2:48 PM) Page 10 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (08/09/2023 - 2:48 PM) Page 11 Check Total: 3,029.70 Vendor: 1726 MARCO TECHNOLOGIES Check Sequence: 65 ACH Enabled: True 507960326 7/24/23 - 8/24/23 - Contract Payment 1,544.07 08/15/2023 702-00000-431900 INV 11434139 7/22/23 - 8/21/23 - Contract Payment - Unify IT 3,798.83 08/15/2023 702-00000-431900 INV 11436588 Konica C360i Color Copier @ MCC Offices 6,982.78 08/15/2023 702-00000-424100 INV 11454303 IT Remote Specialist - Scan to Email Issues 43.75 08/15/2023 702-00000-431990 Check Total: 12,369.43 Vendor: 6090 SHAWN DANIEL MCCANN Check Sequence: 66 ACH Enabled: False 2098 50% Down Payment Chalkfest Flights, Stipends, 15,000.00 08/15/2023 101-41310-444220 Check Total: 15,000.00 Vendor: 1314 MCDOWALL COMPANY Check Sequence: 67 ACH Enabled: False 645400 Labor & mileage - check for possible refrigerant 344.80 08/15/2023 701-00000-440100 Check Total: 344.80 Vendor: 5719 MIDWEST SOUND AND STAGE INC Check Sequence: 68 ACH Enabled: False 07/17/23 Staging for Music on the Mississippi 8/16/23 500.00 08/15/2023 226-45127-431990 Check Total: 500.00 Vendor: 1355 MMBA - MN MUNICIPAL BEVERAGE ASSO Check Sequence: 69 ACH Enabled: False 2023-24 Mbrship Annual dues July 2023 - July 2024 5,700.00 08/15/2023 609-49754-443300 Check Total: 5,700.00 Vendor: 4691 MONTICELLO MEMORIALS, LLC Check Sequence: 70 ACH Enabled: False 22385 Columbarium Personalized Niche Front - Tracy, 225.00 08/15/2023 215-49010-431990 Check Total: 225.00 Vendor: 1392 MONTICELLO NAPA Check Sequence: 71 ACH Enabled: False 094991 Signal Lamp 50.82 08/15/2023 101-43120-422110 096699 5 -Fluid film lube, 1 -alternator bearing 65.27 08/15/2023 101-45201-422990 099255 Micro Electric Diesel Fuel Pump 89.99 08/15/2023 101-43120-422110 Check Total: 206.08 Vendor: 2512 MONTICELLO PLBG HTG AC LLC Check Sequence: 72 ACH Enabled: False 26934 Labor - Annual RPZ Test, Pool & Boiler Fill Uni 420.00 08/15/2023 701-00000-440100 AP -Computer Check Proof List by Vendor (08/09/2023 - 2:48 PM) Page 11 Invoice No Description Amount Payment Date Acct Number Reference 26935 Labor - Annual RPZ Test & Boiler Fill @ Librar 270.00 08/15/2023 701-00000-440100 26936 Labor - Annual RPZ & PVB Tests @ Animal Sh 270.00 08/15/2023 701-00000-440100 26937 Labor - RPZ Test, Install Vacuum Breakers, Nevi 392.00 08/15/2023 701-00000-440100 26937 Parts - Plumbing Materials New Unit @ PW 566.00 08/15/2023 701-00000-440100 26980 Labor - Contract Pricing Water Heater Maintenai 220.00 08/15/2023 701-00000-440100 26987 Labor - Annual RPZ & PVB Tests - Various Parl 660.00 08/15/2023 701-00000-440100 Check Total: 2,798.00 Vendor: 3462 MSA PROFESSIONAL SERVICES INC Check Sequence: 73 ACH Enabled: True R13731006.0-1 MN Housing Study Update (6/11/23 - 7/8/23) 6,600.00 08/15/2023 213-46301-431990 Check Total: 6,600.00 Vendor: 1390 MTI DISTRIBUTING INC Check Sequence: 74 ACH Enabled: True 1393883-00 14 -Blade -combo, 1 -Oil plug, 9 -Rotary blade, 1-1 973.00 08/15/2023 101-45201-422990 1395123-00 1 -Blade service pk 20.0 371.83 08/15/2023 101-45201-422990 1395125-00 1 -Blade service pack, 20.0 credit - not recd -349.34 08/15/2023 101-45201-422990 Check Total: 995.49 Vendor: 1913 NEW FRANCE WINE Check Sequence: 75 ACH Enabled: False 208658 Resale - Wine 352.00 08/15/2023 609-49750-425300 208658 Freight 9.00 08/15/2023 609-49750-433300 Check Total: 361.00 Vendor: 5998 SADIE NIELSEN Check Sequence: 76 ACH Enabled: True July 2023 Monti Arts Intern - July 2023 (15 hrs) 300.00 08/15/2023 101-45204-431990 Check Total: 300.00 Vendor: 1943 NIHCA - NATL INDEPENDENT HEALTH CLI Check Sequence: 77 ACH Enabled: False 106556 Annual Membership - 2023 449.00 08/15/2023 226-45122-443300 Check Total: 449.00 Vendor: 2928 NUSS TRUCK AND EQUIPMENT Check Sequence: 78 ACH Enabled: True PSO28604-1 Hose 28.92 08/15/2023 101-43120-422110 Check Total: 28.92 Vendor: 5211 RANDI O'KEEFE KRIER Check Sequence: 79 ACH Enabled: True Aug 1st Semi Monthly Contract Payment 1,622.25 08/15/2023 101-42700-431200 AP -Computer Check Proof List by Vendor (08/09/2023 - 2:48 PM) Page 12 Invoice No Description Amount Payment Date Acct Number Reference ACH Enabled: False ACH Enabled: True ACH Enabled: True ACH Enabled: False AP -Computer Check Proof List by Vendor (08/09/2023 - 2:48 PM) Page 13 Check Total: 1,622.25 Vendor: 1412 OMANN BROTHERS INC Check Sequence: 80 17137 Tack Oil (100) 500.00 08/15/2023 101-43120-422400 17150 AC Fines Mix (7.08) 637.20 08/15/2023 101-43120-422400 17158 AC Fines Mix (5.01) 450.90 08/15/2023 101-43120-422400 17174 AC Fines Mix (5.01) 450.90 08/15/2023 101-43120-422400 17178 AC Fines Mix (5.01) 450.90 08/15/2023 101-43120-422400 17196 AC Fines Mix (5.05) 454.50 08/15/2023 101-43120-422400 17196 Tack Oil 500.00 08/15/2023 101-43120-422400 17207 AC Fines Mix (10) 900.00 08/15/2023 101-43120-422400 17219 AC Fines Mix (7.03) 632.70 08/15/2023 101-43120-422400 Check Total: 4,977.10 Vendor: 1417 OSC OXYGEN SERVICE COMPANY Check Sequence: 81 0003561159 Cylinder Tank Rentals LG (4), Med (2) 51.02 08/15/2023 101-43127-421990 0003561571 Cylinder tank rentals LG (1), MED (2) - Parks 51.02 08/15/2023 101-45201-421990 Check Total: 102.04 Vendor: 4633 PERFORMANCE FOOD GROUP INC Check Sequence: 82 680385 Resale - MCC concession food 513.52 08/15/2023 226-45125-425410 690021 Resale - MCC concession food 503.60 08/15/2023 226-45125-425410 Check Total: 1,017.12 Vendor: 1427 PHILLIPS WINE & SPIRITS CO Check Sequence: 83 6633951 Freight 43.01 08/15/2023 609-49750-433300 6633951 Resale - Liquor 1,680.00 08/15/2023 609-49750-425100 6633952 Freight 5.16 08/15/2023 609-49750-433300 6634552 Freight 18.78 08/15/2023 609-49750-433300 6634552 Resale - Liquor 1,492.95 08/15/2023 609-49750-425100 6634553 Resale - Wine 1,559.35 08/15/2023 609-49750-425300 6634553 Resale - NA Wine, bloody mary mix 164.15 08/15/2023 609-49750-425400 6634553 Freight 43.57 08/15/2023 609-49750-433300 6636824 Freight 53.32 08/15/2023 609-49750-433300 6636824 Resale - Liquor 6,834.04 08/15/2023 609-49750-425100 6636825 Resale- Wine 627.00 08/15/2023 609-49750-425300 6636825 Freight 18.92 08/15/2023 609-49750-433300 Check Total: 12,540.25 ACH Enabled: False ACH Enabled: True ACH Enabled: True ACH Enabled: False AP -Computer Check Proof List by Vendor (08/09/2023 - 2:48 PM) Page 13 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 5454 PROFESSIONAL CLEANING SERVICES LLC Check Sequence: 84 ACH Enabled: True 1203 Cleaning Services - July 2023 10,670.00 08/15/2023 701-00000-431100 1203 Carpet Cleaning Services - Mississippi Room - J 650.00 08/15/2023 701-00000-431100 Check Total: 11,320.00 Vendor: 5431 QUADIENT FINANCE USA INC Check Sequence: 85 ACH Enabled: False 8/3/2023 Postage DMV: Titles, Registrations, Etc (11) 159.23 08/15/2023 653-41990-432200 8/3/2023 Postage Purchased 7/26/23 1,000.00 08/15/2023 101-00000-155010 8/3/2023 Postage MCC 10.68 08/15/2023 226-45122-432200 Check Total: 1,169.91 Vendor: 4962 RENGEL PRINTING COMPANY, INC Check Sequence: 86 ACH Enabled: True 159639 Name Badges (CM, LH) 50.11 08/15/2023 101-41310-421990 159901 Print Spring/Summer Newsletter (7300) 3,873.15 08/15/2023 101-41310-431950 161069 Observation Notice Forms (2000) 428.93 08/15/2023 101-42400-443500 162756 (100) Forms 3 -part incident rpts - Fire Dept 119.23 08/15/2023 101-42200-421990 Check Total: 4,471.42 Vendor: 5759 RES GREAT LAKES, LLC Check Sequence: 87 ACH Enabled: False 39341 Parwest - Turf Conversion - herbicide, raking, se 1,876.00 08/15/2023 101-45201-431990 Check Total: 1,876.00 Vendor: 1874 RES SPECIALTY PYROTECHNICS Check Sequence: 88 ACH Enabled: False 26445 Riverfest fireworks display 7/14/23 15,000.00 08/15/2023 609-49754-443990 Check Total: 15,000.00 Vendor: 6277 KENNETH ROUSH Check Sequence: 89 ACH Enabled: False 07/28/23 Farmers Market Token Collection Log - 7/27/23 9.00 08/15/2023 226-45127-431992 Check Total: 9.00 Vendor: 1470 RUSSELL SECURITY RESOURCE INC Check Sequence: 90 ACH Enabled: True A45824 Labor - Check offline cams - Ellison Park 185.00 08/15/2023 101-45201-431990 Check Total: 185.00 Vendor: 6054 MORGAN SCHABEL Check Sequence: 91 ACH Enabled: True 08/02/23 Reimburse - Lifeguard Training Certificate - Qtr 100.00 08/15/2023 226-45124-433100 AP -Computer Check Proof List by Vendor (08/09/2023 - 2:48 PM) Page 14 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (08/09/2023 - 2:48 PM) Page 15 Check Total: 100.00 Vendor: 3751 CHRISTINE SCHYMA Check Sequence: 92 ACH Enabled: False 07/28/23 Farmers Market Token Collection Log - 7/20 &' 340.00 08/15/2023 226-45127-431992 Check Total: 340.00 Vendor: 6231 SHORT ELLIOTT HENDRICKSON INC Check Sequence: 93 ACH Enabled: True 449186 23C004 - Flashing Yellow Arrow Project 2,291.03 08/15/2023 403-43162-453010 Check Total: 2,291.03 Vendor: 3309 SOUTHERN GLAZER'S WINE AND SPIRITS, Check Sequence: 94 ACH Enabled: False 2374916 Resale - Liquor 2,956.18 08/15/2023 609-49750-425100 2374916 Freight 26.38 08/15/2023 609-49750-433300 2374917 Freight 21.23 08/15/2023 609-49750-433300 2374917 Resale - Wine 1,270.65 08/15/2023 609-49750-425300 Check Total: 4,274.44 Vendor: 4513 AARON STAEHNKE Check Sequence: 95 ACH Enabled: True 08/04/23 Farmers Market Token Collection Log - 8/3/23 81.00 08/15/2023 226-45127-431992 Check Total: 81.00 Vendor: 1886 SWANK MOTION PICTURES INC Check Sequence: 96 ACH Enabled: False DB 3395272 Rights & rental fee for Movie in the Park - Wonc 450.00 08/15/2023 226-45127-431991 Check Total: 450.00 Vendor: 6022 YIATHAO Check Sequence: 97 ACH Enabled: False 07/28/23 Farmers Market Token Collection Log - 7/20 &' 279.00 08/15/2023 226-45127-431992 08/04/23 Farmers Market Token Collection Log - 8/3/23 113.00 08/15/2023 226-45127-431992 Check Total: 392.00 Vendor: 4459 JAMES THARES Check Sequence: 98 ACH Enabled: True 7/26/2023 Mileage Reimbursement - June 2023 (56 miles) 36.95 08/15/2023 213-46301-433100 Check Total: 36.95 Vendor: 4832 TIFCO INDUSTRIES, INC. Check Sequence: 99 ACH Enabled: True 71894313 Inferno Cutoff Wheels (2), Drill Bit, Connectors; 370.33 08/15/2023 101-43127-421990 AP -Computer Check Proof List by Vendor (08/09/2023 - 2:48 PM) Page 15 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (08/09/2023 - 2:48 PM) Page 16 Check Total: 370.33 Vendor: 1524 TK ELEVATOR Check Sequence: 100 ACH Enabled: True 3007386980 Elevator Maint Agreement (8/1/23 - 10/31/23) 715.50 08/15/2023 701-00000-431900 Check Total: 715.50 Vendor: 4859 TRIO SUPPLY COMPANY Check Sequence: 101 ACH Enabled: False 854978 1 cs-hand soap, 3 cs-toilet tissue, 4 cs-pap twls, ` 699.33 08/15/2023 101-45201-421990 856451 1 cs - liq hand soap 68.94 08/15/2023 101-45201-421990 Check Total: 768.27 Vendor: 1544 US POSTAL SERVICE Check Sequence: 102 ACH Enabled: False 8/7/2023 PI 42 - UB Aug Billing (3888 pcs) (1/2) 1,055.59 08/15/2023 601-49440-432200 8/7/2023 PI 42 - UB Aug Billing (3888 pcs) (1/2) 1,055.59 08/15/2023 602-49490-432200 Check Total: 2,111.18 Vendor: 1550 VEOLIA WATER N AM OPERATING SERV L: Check Sequence: 103 ACH Enabled: True 9000107483 Sept 2023 - WWTP Operations & Maintenace 68,637.32 08/15/2023 602-49480-430800 Check Total: 68,637.32 Vendor: 1552 VIKING COCA COLA BOTTLING CO Check Sequence: 104 ACH Enabled: True 3199304 Resale - pop, club soda, tonic, monster 577.55 08/15/2023 609-49750-425400 3205590 Resale - pop, club soda, tonic 598.00 08/15/2023 609-49750-425400 Check Total: 1,175.55 Vendor: 1684 VINOCOPIA Check Sequence: 105 ACH Enabled: True 0334051 -IN Resale - Wine 192.00 08/15/2023 609-49750-425300 0334051 -IN Resale - Gingerbeer 120.00 08/15/2023 609-49750-425400 0334051 -IN Resale - Liquor 166.00 08/15/2023 609-49750-425100 0334051 -IN Freight 18.00 08/15/2023 609-49750-433300 Check Total: 496.00 Vendor: 1555 VONCO II LLC Check Sequence: 106 ACH Enabled: False V20000075193 Street Sweeping Disposal (18.77 TN) 230.22 08/15/2023 652-49882-421990 Check Total: 230.22 Vendor: 1561 WATER LABORATORIES INC Check Sequence: 107 ACH Enabled: True AP -Computer Check Proof List by Vendor (08/09/2023 - 2:48 PM) Page 16 Invoice No Description Amount Payment Date Acct Number Reference 9612 Water Testing - July 2023 270.00 08/15/2023 601-49440-431990 Check Total: 270.00 Vendor: 5295 WATKINS VETERINARY CLINIC PA Check Sequence: 108 ACH Enabled: False 54547 Eutheasia w/Mass Cremation (1) 206.00 08/15/2023 101-42700-431990 Check Total: 206.00 Vendor: 5538 WAYNE'S HOME SERVICES Check Sequence: 109 ACH Enabled: False 3662 window cleaning - In/out Fire Station garage do( 834.00 07/11/2023 701-00000-431990 Check Total: 834.00 Vendor: 1567 WES OLSON ELECTRIC LLC Check Sequence: 110 ACH Enabled: True 11162 Labor - Wire drinking fountain receptacle 525.00 08/15/2023 701-00000-440100 11162 Parts -Wire, connectors, anchors, receptacles, con 201.33 08/15/2023 701-00000-440100 Check Total: 726.33 Vendor: 2041 WESTSIDE WHOLESALE TIRE & SUPPLY R Check Sequence: 111 ACH Enabled: False 929978 4 Skid Steer Tires (mount & stems), 4 Hankook' 2,219.66 08/15/2023 101-45201-421990 930224 4 - FET credit from invoice 929978 -17.76 08/15/2023 101-45201-421990 Check Total: 2,201.90 Vendor: 1572 THE WINE COMPANY Check Sequence: 112 ACH Enabled: True 242893 Resale - Wine 1,024.00 08/15/2023 609-49750-425300 242893 Freight 27.00 08/15/2023 609-49750-433300 Check Total: 1,051.00 Vendor: 1206 WINEBOW INC. Check Sequence: 113 ACH Enabled: True MN00134090 Resale - Wine 327.98 08/15/2023 609-49750-425300 Check Total: 327.98 Vendor: 5027 ERICA WITZMANN Check Sequence: 114 ACH Enabled: False 07/18/2023 May - July 2023 Hrs (shows, paintings, mtgs) 35 709.00 08/15/2023 101-45204-431990 Check Total: 709.00 Vendor: 5635 WK & ASSOCIATES LLC Check Sequence: 115 ACH Enabled: True August Monthly Storage (1/2) 362.50 08/15/2023 101-43120-443990 August Monthly Storage (1/2) 362.50 08/15/2023 101-43125-443990 AP -Computer Check Proof List by Vendor (08/09/2023 - 2:48 PM) Page 17 Invoice No Description Amount Payment Date Acct Number Reference The preceding list of bills payable was reviewed and approved for payment. Date: 8/14/23 Approved by: Mayor Lloyd Hilgart AP -Computer Check Proof List by Vendor (08/09/2023 - 2:48 PM) Page 18 Check Total: 725.00 Vendor: 6279 MELISSA WOJCHOUSKI Check Sequence: 116 ACH Enabled: False 08/02/23 Performance at the Farmer's Market 08/17/23 200.00 08/15/2023 226-45127-431990 Check Total: 200.00 Vendor: 1577 WRIGHT CO AUDITOR-TREAS - ACH Check Sequence: 117 ACH Enabled: True 8/9/2023 Court Fines & Fees - July 2023 3,366.22 08/15/2023 101-42100-430410 Check Total: 3,366.22 Vendor: 6224 MATT YETTER Check Sequence: 118 ACH Enabled: False 08/02/23 Performance at the Farmer's Market 08/24/2023 200.00 08/15/2023 226-45127-431990 Check Total: 200.00 Vendor: 6253 YMCA OF THE NORTH Check Sequence: 119 ACH Enabled: False 08/04/23 Payment split for Bertram/Camp Monitou pool u 2,144.27 08/15/2023 226-45127-347900 Check Total: 2,144.27 Total for Check Run: 459,055.29 Total of Number of Checks: 119 The preceding list of bills payable was reviewed and approved for payment. Date: 8/14/23 Approved by: Mayor Lloyd Hilgart AP -Computer Check Proof List by Vendor (08/09/2023 - 2:48 PM) Page 18 City Council Agenda: 8/14/2023 2B. Consideration of approving new hires and departures for City departments Prepared by: Meeting Date: Nx Consent Agenda Item Human Resources Manager 8/14/2023 ❑ 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. NEW EMPLOYEES Name Title Department Hire Date Class TERMINATING EMPLOYEES Name Reason Department Effective Date Class Alyssa Hanson Voluntary MCC 3/19/23 PT Paige Butler Voluntary MCC 6/8/23 PT Ava Prigge Voluntary MCC 6/28/23 PT New Hire and Terms City Council 2023: 8/8/2023 City Council Agenda: 8/14/2023 2C. Consideration of approving the sale or disposal of surplus City property Prepared by: Meeting Date: ® Consent Agenda Item N/A 8/14/2023 ❑ Regular Agenda Item Reviewed by: Approved by: N/A N/A There is no report this City Council Cycle. City Council Agenda: 8/14/2023 2D. Consideration of adopting Resolution 2023-69 accepting donations of $300 from Reinke Food Truck for Hi-Wav Liauor general use fund and 5500 from the DMV to MontiArts for decorating an indoor post at the DMV Prepared by: Meeting Date: ® Consent Agenda Item City Clerk 8/14/2023 ❑ Regular Agenda Item Reviewed by: Approved by: N/A City Administrator Motion to adopt Resolution 2023-69 accepting donations of $300 from Reinke Food Truck for Hi -Way Liquor general use fund and $500 from the DMV to MontiArts for decorating an indoor post at the DMV. REFERENCE AND BACKGROUND The City Council is being asked to accept donations of $300 from Reinke Food Truck for Hi -Way Liquor general use fund and $500 from the DMV to MontiArts for decorating an indoor post at the DMV. As required by state statute, if the City accepts the donation of funds, the City Council is required to adopt a resolution specifying the amount of the donation and its use. Budget Impact: The donation will pay for expenses for the liquor store and DMV as noted. II. Staff Workload Impact: Minimal. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommend adopting Resolution 2023-69 accepting the donations. SUPPORTING DATA • Resolution 2023-69 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2023-69 RESOLUTION APPROVING CONTRIBUTIONS WHEREAS, the City of Monticello is generally authorized to accept contributions of real and personal property pursuant to Minnesota Statutes Sections 465.03 and 465.04 for the benefit of its citizens and is specifically authorized to maintain such property for the benefit of its citizens in accordance with the terms prescribed by the donor. Said gifts may be limited under provisions of MN Statutes Section 471.895. WHEREAS, the following persons and or entities have offered to contribute contributions or gifts to the City as listed: DONOR/ENTITY DESCRIPTION/PURPOSE VALUE Reinke Food Truck Hi -Way Liquor/General $300 Use DMV MontiArts/Indoor Post $500 Decorations WHEREAS, all said contributions are intended to aid the City in establishing facilities, operations or programs within the city's jurisdiction either alone or in cooperation with others, as allowed by law; and WHEREAS, the City Council hereby finds that it is appropriate to accept the contributions offered. NOW THEREFORE BE IT RESOLVED by the City Council of Monticello as follows: 1. The contributions described above are hereby accepted by the City of Monticello. 2. The contributions described above will be used as designated by the donor. This may entail reimbursing or allocating the money to another entity that will utilize the funds for the purpose stated above. Adopted by the City Council of Monticello this 14th day of August, 2023. Lloyd Hilgart, Mayor Jennifer Schreiber, City Clerk City Council Agenda: 8/14/2023 2E. Consideration of approving a Special Event Permit for outdoor entertainment, street closure, and use of City resources and approving a temporary liquor license at American Legion Post 260 on Saturday, September 16, 2023. Applicant: American Legion Post 260 Prepared by: Meeting Date: ® Consent Agenda Item City Clerk 8/14/2023 ❑ Regular Agenda Item Reviewed by: Approved by: Parks Superintendent, Street City Administrator Superintendent ACTION REQUESTED Motion to approve the special event permit including street closure and use of City resources and temporary liquor license for the American Legion on Saturday, September 16, 2023. .14"1.19►14*11►01UITO "OlTell] 001 The City Council is asked to approve an event permit for the American Legion; the request includes outdoor entertainment and a street closure on September 16, 2023. The outdoor event is planned to take place in the Legion's north parking lot and portions of 3rd Street West. The road is expected to be closed from noon until 6 p.m. The event includes food (grilling) and outdoor music planned from 3 — 6 p.m. Additional music begins later but will be inside the bar. The Legion has provided a site plan which illustrates the closure and use of the 3rd Street West right-of-way from Elm Street east to the edge of the Legion site. The applicant is coordinating with the Street Department on planning for the street closure and with Parks and Recreation for 20 tables and garbage containers. The Legion is required to obtain a temporary liquor license to serve alcohol in their parking lot. The American Legion is required to have liability insurance with the City named as additional insured. Budget Impact: None. Staff Workload Impact: Minimal staff time was necessary to review the request and prepare the report. Additional staff time on the part of the Street Department for assistance with site planning and street closure details and for Parks & Recreation to deliver and pick up the requested tables/garbage containers. III. Comprehensive Plan Impact: N/A. City Council Agenda: 8/14/2023 STAFF RECOMMENDED ACTION Staff recommend approval of the Special Event Permit, including the closure of 3rd Street West from noon until 6 p.m. The applicant is required to notify residential properties within 350 feet of the Legion regarding the event. SUPPORTING DATA A. Application B. COL C. Aerial Image Alonticell.o CITY OF MONTICELLO City Clerk 505 Walnut Street, Suite 1 Special Event Permit Monticello, MN 55362 (763) 295-2711 info(a�ci.monticello.mn.us Application Checklist ►2 M�Cetic) MA) Complete Application Required ,g'—S3t12� The review and consideration of an application submitted shall only occur if such application includes all items that are required in support of the application and is deemed complete by the City Clerk's Office. Application Submission Schedule Application, required information, and payment must be submitted no later than 30 working days prior to desired approval date. Application Information Applicants shall note that in addition to a special event permits, any liquor license or permit, sign permits and building permits for tents may also be required and are not included within the special event permit application and approval. Any requested use of City facilities, City staff resources, City equipment, and/or City property (including rights of way) and/or any requested waiver of application fee or park rental fees requires review and approval by the City Council. In addition, events which occur after 10 PM may requires review and approval by the City Council as related to noise ordinances. Please provide clear information in the application regarding these requests. PROPERTY INFORMATION Property Address O E)tl t �, Property Legal Description Property ID Number PROPERTY OWNER INFORMATION Owner Name Owner Address Owner Phone Owner Email APPLICANT INFORMATION Applicant Name Applicant Address Applicant Phone Applicant Email 44 cdi 6 Name of Event Location/Address of Event es of Event Dates & TimIL % (� _ v ►2 M�Cetic) MA) Complete Application Required ,g'—S3t12� The review and consideration of an application submitted shall only occur if such application includes all items that are required in support of the application and is deemed complete by the City Clerk's Office. Application Submission Schedule Application, required information, and payment must be submitted no later than 30 working days prior to desired approval date. Application Information Applicants shall note that in addition to a special event permits, any liquor license or permit, sign permits and building permits for tents may also be required and are not included within the special event permit application and approval. Any requested use of City facilities, City staff resources, City equipment, and/or City property (including rights of way) and/or any requested waiver of application fee or park rental fees requires review and approval by the City Council. In addition, events which occur after 10 PM may requires review and approval by the City Council as related to noise ordinances. Please provide clear information in the application regarding these requests. APPLICANT APPLICATION SUBMITTAL REQUIREMENTS CITY CHECK-IN CHECK A written narrative including: 1. A description of the proposed special event, how it will function on the property, hours and dates of operation, and any other information necessary to fully describe the request; and 2. An explanation of how the proposed special event will meet each of the review criteria specified by code (on reverse), as well as any additional criteria that may apply for the specific use. 3. Any requested use of City facilities, City staff resources, City equipment and City property (including rights of way) and/or any requested waiver of application fee or park rental fees requires review and approval by the City Council A site plan showing all information necessary to accurately depict how the proposed use will function on the site. Information required on the site plan shall include but not be limited to: 1. The location of all existing and proposed structures; 2. Driveways and parking areas; 3. Proposed storage spaces; 4. Natural features such as woodlands, wetlands, shorelines, etc; 5. Proposed number of parking spaces (if applicable). If deemed necessary by the Community Development Department, a survey may be required to be submitted with the application in addition to a site plan. Any event proposing to erect a temporary tent structure is required to obtain a permit from the Monticello Department of Building and Safety and Code Enforcement. Certificate of insurance/liability coverage. Electronic copies of all written narratives and plan sets required above. Application fee: $50 $25 — for non-profit/charitable organization Special Event Review Process • The City Clerk will review all applications. • Applications determined to conform with the approval criteria outlined in Monticello Zoning Code Section 2.4(L)(4)(a) and listed below shall be approved by the Community Development Department with any conditions deemed necessary. A copy of the approved permit shall be provided to the applicant which includes all conditions and comments. • Applications not conforming with the approval criteria outlined in Section 2.4(L)(4)(a) shall be denied by the Community Development Department. • A notice of denial shall be provided to the applicant which includes all identified reasons for denial. I:j Duration of Permit A temporary use permit for a special event authorized in accordance with this subsection shall be limited to a maximum duration of 14 days per site per calendar year, unless otherwise specifically authorized by the City Clerk. Property Owner's Statement I am the fee title owner of the described property and I agree to this application. I certify that I am in compliance with all ordinance requirements and conditions regarding other City approval that have been previously granted. (Signature) (Date) Applicant's Statement This application shall be processed in my name and I am the party whom the City should contact regarding the application. I have completed all of the applicable filing requirements and I hereby acknowledge that I have read and fully understand the applicable provisions of the City Ordinances and current policies related to this application and that the documents and information I have submitted are true and correct. a f (Signature) �„� (Date)y/ CITY APPROVAL (City Clerk Signature) (Date) (Community Development or Building Dept Signature) (Date) Special Event Permit Approved ❑ Denied ❑ Approval is granted with the following conditions: Internal review checklist (as applicable): Public Works Routing Admin Parks Streets Director Law Enforcement Notification Building Department (Tents) Monticello Community Center Room/Park Reservations Post -Approval Routing/Requirements Applicant Public Works Law Enforcement Notification City Clerk Monticello Community Center Room/Park Reservations Liability Insurance Certificate Received Surrounding Property Owner Notification Complete 4 Special Event Temporary Use Permit Approval Criteria Approval of a Special Event Permit shall only be granted once the City Clerk has determined the use shall: • Not be detrimental to property or improvements in the surrounding area or to the public health, safety, or general welfare; • Be compatible with the principal uses taking place on the site; • Not have substantial adverse effects or noise impacts on nearby residential neighborhoods; • Not include permanent alterations to the site; • Not maintain temporary signs associated with the use or structure after the activity ends; • Not violate the applicable conditions of approval that apply to a site or use on the site; • Not interfere with the normal operations of any permanent use located on the property; and • Contain sufficient land area to allow the temporary use, structure, or special event to occur, as well as adequate land to accommodate the parking and traffic movement associated with the temporary use, without disturbing environmentally sensitive lands. • Not create an unreasonable risk of significant: 1. Damage to public or private property, beyond normal wear and tear; 2. Injury to persons; 3. Public or private disturbances or nuisances; 4. Unsafe impediments or distractions to, or congestion of, vehicular or pedestrian travel; 5. Additional and impracticable or unduly burdensome police, fire, trash removal, maintenance, or other public services demands; and 6. Other adverse effects upon the public health, safety, or welfare. The special event shall not be of such a nature, size, or duration that the particular location requested cannot reasonably accommodate the event. The special event shall not conflict with another permitted special event at the same location in a manner that will negatively impact the public health, welfare, or safety. Special Event Temporary Use Permit Conditions of Approval In approving the Special Event Permit, the City Clerk's Office is authorized to impose such conditions upon the issuance of the permit as may be necessary to reduce or minimize any potential adverse impacts upon other property in the area, as long as the condition relates to a situation created or aggravated by the proposed special event. The Community Development Department is authorized, where appropriate, to require: 1. Provision of temporary parking facilities, including vehicular access and egress. 2. Control of nuisance factors, such as but not limited to, the prevention of glare or direct illumination of adjacent properties, noise, vibrations, smoke, dust, dirt, odors, gases, and heat. 3. Regulation of temporary buildings, structures and facilities, including placement, height and size, location of equipment and open spaces, including buffer areas and other yards. 4. Provision of sanitary and medical facilities. 5. Provision of solid waste collection and disposal. 6. Provision of security and safety measures. 7. Use of an alternative location or date for the proposed special event. 8. Modification or elimination of certain proposed activities. 9. Regulation of operating hours and days, including limitation of the duration of the special event to a shorter time period than that requested or specified in this subsection. 10. Submission of a performance guarantee to ensure that any temporary facilities or structures used for such proposed special event will be removed from the site within a reasonable time following the event and that the property will be restored to its former condition. 304 Elm Street City Council Agenda: 8/14/2023 2F. Consideration of approving application for temporary liquor license for the Monticello Lions for the Let's Chalk events on September 9 & 10, 2023 Prepared by: Meeting Date: ® Consent Agenda Item City Clerk 8/14/2023 ❑ Regular Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to approve a temporary liquor license for the Monticello Lions for the Let's Chalk event. REFERENCE AND BACKGROUND The Monticello Lions Club is requesting approval of a 2 -day temporary liquor license for the Let's Chalk event being held on September 9 and 10, 2023. The event taking place is taking place in the Monticello Community Center parking lot. City Council is required to approve temporary liquor license applications prior to submitting them to the State Alcohol and Gambling Division for approval. STAFF RECOMMENDED ACTION City staff recommends approval of the two-day temporary liquor licenses for the Monticello Lions for the Let's Chalk event. SUPPORTING DATA • Application Minnesota Department of Public Safety Alcohol and Gambling Enforcement Division ( 445 Minnesota Street, Suite 1600, St. Paul, MN 55101 . • : 651-201-7507 TTY 651-282-6555 Alcohol & Gambling Enforcement APPLICATION AND PERMIT FOR A 1 DAY Alcohol TO 4 DAY TEMPORARY ON -SALE LIQUOR LICENSE Name of organization Date of organization Tax exempt number Monticello Lions r1-1-1974 51-0156243 Organization Address (No PO Boxes) City State Zip Code [_PO Box 673 [Monticello Minnesota 55362 Name of person making application Business phone Home phone [MikeJones __7[763-248-8245 763-248-8245 Date(s) of event Type of organization ❑ Microdistillery ❑ Small Brewer 19/9/23 & 9/10/23 ❑X Club ❑ Charitable ❑ Religious ❑ Other non-profit Organization officer's name City State Zip Code Mike Jones Monticello Minnesota 55362 Organization officer's name City State Zip Code [Kayla Pederson [Big Lake Minnesota 55309 Organization officer's name City State Zip Code Scott Maus Monticello [M7innesota 55362 Location where permit will be used. If an outdoor area, describe. Saturday 9/9 & Sunday 9-10 - Monticello Community Center parking lot - 505 Walnut Street If the applicant will contract for intoxicating liquor service give the name and address of the liquor license providing the service. If the applicant will carry liquor liability insurance please provide the carrier's name and amount of coverage. Monticello $10 APPROVAL APPLICATION MUST BE APPROVED BY CITY OR COUNTY BEFORE SUBMITTING TO ALCOHOL AND GAMBLING ENFORCEMENT City or County approving the license Fee Amount 9-9-23 and 9-10-23 8-7-23 Date Approved Permit Date Event in conjunction with a community festival ❑x Yes ❑ No jennifer.schreiber@ci.monticello.mn.us 15087 City or County E-mail Address Current population of city {�VIN�tz4ret6er Please Print Name of City Clerk or County Official Si nature C t CI r or County Official CLERKS NOTICE: Submit this form to Alcohol and G m ling En rc ent Division 30 days prior to event No Temp Applications faxed or mailed. Only emailed. ONE SUBMISSION PER EMAIL, APPLICATION ONLY. PLEASE PROVIDE A VALID E-MAIL ADDRESS FOR THE CITY/COUNTY AS ALL TEMPORARY PERMIT APPROVALS WILL BE SENT BACK VIA EMAIL. E-MAIL THE APPLICATION SIGNED BY CITY/COUNTY TO AGE. TEMPORARYAPPLICATION@STATE.MN.US City Council Agenda: 8/14/2023 2G. Consideration of approving application for temporary liquor license for Rustech Brewing Company for the Let's Chalk event on September 9 and 10, 2023 Prepared by: Meeting Date: ® Consent Agenda Item City Clerk 8/14/2023 ❑ Regular Agenda Item Reviewed by: Approved by: N/A ACTION REQUESTED Motion to approve a temporary liquor license for Rustech Brewing Company for the Let's Chalk event. REFERENCE AND BACKGROUND Rustech Brewing Company is requesting approval of a 2 -day temporary liquor license as allowed by the State. The license is for the Let's Chalk event being held on September 9 & 10, 2023. The event is taking place in the Monticello Community Center parking lot. City Council is required to approve temporary liquor license applications prior to submitting them to the State Alcohol and Gambling Division for approval. STAFF RECOMMENDED ACTION City staff recommends approval of the two-day temporary liquor license for Rustech Brewing Company for the Let's Chalk event. SUPPORTING DATA • Application Minnesota Department of Public Safety Alcohol and Gambling Enforcement Division 445 Minnesota Street, Suite 1600, St. Paul, MN 55101 . • . • : 651-201-7507 TTY 651-282-6555 Alcohol & Gambling Enforcement APPLICATION AND PERMIT FOR A 1 DAY 7 TO 4 DAY TEMPORARY ON -SALE LIQUOR LICENSE Name of organization Date of organization Tax exempt number [Rustech Brewing company F4-3-17 F5277169 Organization Address (No PO Boxes) City State Zip Code 105 W 3rd St Monticello [Minnesota � I 55362 Name of person making application Business phone Home phone William Burt 612-414-943711 Date(s) of event Type of organization ❑ Microdistillery X❑ Small Brewer 9/9/23 & 9/10/23 ❑ Club ❑ Charitable E]Religious [:]Other non-profit Organization officer's name City State Zip Code [William Burt Monticello Minnesota 55362 Organization officer's name City State Zip Code F I [Minnesota Organization officer's name City State Zip Code FI� Minnesota Location where permit will be used. If an outdoor area, describe. Saturday 9/9 & Sunday 9-10 - Monticello Community Center parking lot - 505 Walnut Street If the applicant will contract for intoxicating liquor service give the name and address of the liquor license providing the service. If the applicant will carry liquor liability insurance please provide the carrier's name and amount of coverage. Monticello $10 APPROVAL APPLICATION MUST BE APPROVED BY CITY OR COUNTY BEFORE SUBMITTING TO ALCOHOL AND GAMBLING ENFORCEMENT City or County approving the license Fee Amount Event in conjunction with a community festival ❑X Yes ❑ No 15087 8-7-23 Date Approved 9-9-23 and 9-10-23 Permit Date jennifer.schreiber@ci.monticello.mn.us City or County E-mail Address C rent population of city r ease Print ame o ity Clerk or County Official (SigCit Clerk o my Official CLERKS NOTICE: Submit this form to Alcohol and gamblino Enfdreement Division 30 days prior to event No Temp Applications faxed or mailed. Only emailed.\,,_,/ ONE SUBMISSION PER EMAIL, APPLICATION ONLY. PLEASE PROVIDE A VALID E-MAIL ADDRESS FOR THE CITY/COUNTY AS ALL TEMPORARY PERMIT APPROVALS WILL BE SENT BACK VIA EMAIL. E-MAIL THE APPLICATION SIGNED BY CITY/COUNTY TO AGE. TEMPORARYAPPLICA TION@STA TE.MN. US City Council Agenda: 8/14/2023 2H. Consideration of approving an application for a temporary gambling permit for a raffle and temporary liquor license for the Monticello Grad Party organization on October 14, 2023, at Kindred Hearts Event Center, 1549 Broadway Street East Prepared by: Meeting Date: ® Consent Agenda Item City Clerk 8/14/2023 ❑ Regular Agenda Item Reviewed by: Approved by: N/A Motion to approve the temporary gambling permit and temporary liquor license for the Monticello Grad Party organization for a raffle to be held on October 14, 2023 at Kindred Hearts Event Center located at 1549 Broadway Street East. REFERENCE AND BACKGROUND The Monticello Grad Party organization is applying for a temporary charitable gambling permit for a raffle to be held on October 14, 2023. The event is being held at Kindred Hearts Event Center. In addition, they are also applying for a temporary liquor license for the event.. To receive permits from the State, the City must approve both applications. 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 temporary gambling permit and temporary liquor license. SUPPORTING DATA • Applications .,.,._. .,.,_ Minnesota Department of Public Safety CEOr Alcohol and Gambling Enforcement Division 445 Minnesota Street, Suite 1600, St. Paul, MN 55101 . 651-201-7507 TTY 651-282-6555 Alcohol & Gambling Enforcement APPLICATION AND PERMIT FOR A 1 DAY TO 4 DAY TEMPORARY ON -SALE LIQUOR LICENSE Name of organization Date of organization Tax exempt number 'Monticello Grad Party 1986 [42-1,745379 Organization Address (No PO Boxes) City State Zip Code [9733 Woodcrest Court Monticello MN 55362 - Name of person making application Business phone Home phone [Melissa Gallagher _ �� 612-325-0867 Date(s) of event Type of organization 0 Microdistillery F� Small Brewer F10/14/2023 [] Club Charitable 0 Religious 0 Other non-profit Organization officer's name City State Zip Code [Melissa Gallagher Monticello IMN 1155362 Organization officer's name City State Zip Code WIN Organization officer's name City State Zip Code IMN _ Location where permit will be used. If an outdoor area, describe. Kindred Hearts Event Center 1549 Broadway Street E, Monticello, MN 55362 If the applicant will contract for intoxicating liquor service give the name and address of the liquor license providing the service. If the applicant will carry liquor liability insurance please provide the carrier's name and amount of coverage. Monticello Graduation Party Inc. through Eventsured at $1,000,000, APPROVAL APPLICATION MUST BE APPROVED BY CITY OR COUNTY BEFORE SUBMITTING TO ALCOHOL AND GAMBLING ENFORCEMENT City or County approving the license Fee Amount Event in conjunction with a community festival ❑ Yes F No Current population of city Please Print Name of City Clerk or County Official Date App Permit Date City or County E-mail Address Signature City Clerk or County Official CLERKS NOTICE: Submit this form to Alcohol and Gambling Enforcement Division 30 days prior to event No Temp Applications faxed or mailed. Only emailed. ONE SUBMISSION PER EMAIL, APPLICATION ONLY. PLEASE PROVIDE A VALID E-MAIL ADDRESS FOR THE CITY/COUNTY AS ALL TEMPORARY PERMIT APPROVALS WILL BE SENT BACK VIA EMAIL. E-MAIL THEAPPLICATION SIGNED BY CITY/COUNTY TO AGE. TEMPORARYAPPLICATION@STATE.MN.US MINNESOTA LAWFUL GAMBLING LG220 Application for Exempt Permit 4/23 Page 1 of 3 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: Monticello Grad Party Permit Number: X -X-94984-22-001 Minnesota Tax ID Federal Employer ID Number, if any: 42-1745379 Number (FEIN), if any: Mailing Address: PO Box 683 City: Monticello State: MN Zip: 55362 County: Wright Name of Chief Executive Officer (CEO): Melissa Gallagher CEO Daytime Phone: 612-325-0867 CEO Email: gradpartymonticello@gmail.com (permit will be emailed to this email address unless otherwise indicated below) Email permit to (if other than the CEO): grad pa rtymonticello@gmail.com NONPROFIT STATUS Type of Nonprofit Organization (check one): = Fraternal = 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 F] IRS income tax exemption (501(c)) letter in your organization's name 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): Kindred Hearts Event Center Physical Address (do not use P.O. box): 1549 Broadway Street E. Check one: City: Monticello Zip: MN County: Wright ❑ Township: Zip: County: Date(s) of activity (for raffles, indicate the date of the drawing): October 14th, 2023 Check each type of gambling activity that your organization will conduct: = Bingo = Paddlewheels = 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 4/23 Page 2of3 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 F_] The application is acknowledged with no waiting period. The application is acknowledged with no waiting period. F—The application is acknowledged with a 30 -day waiting ❑ 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 as a consequence, may refuse to issue a permit. The city or county must sign before given; and anyone with your written consent. If your organization supplies the information members, Board staff whose work requires deny an application, per Minn. Statutes, section 349.213.) access to the information; Minnesota's Depart - submitting application to the This form will be made available in alternative format (i.e. large print, braille) upon request. Gambling Control Board. Print Township Name: Signature of Township Officer: 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: Melissa Gallagher 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 How You May 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). 4/23 Page 3 of 3 How You May Not Spend Gambling Funds 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. 2. 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. 3. 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 2023 City Council Agenda: 8/14/2023 21. Consideration of adopting Resolution 2023-70 denying an enterprise license application and therapeutic massage therapist license for Gui Hua Yang (Lantien Spa LLC Prepared by: Meeting Date: ® Consent Agenda Item City Clerk 8/14/2023 ❑ Regular Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to adopt Resolution 2023-70 denying an enterprise license application and therapeutic massage therapist license for Gui Hua Yang (Lantien Spa LLC). REFERENCE AND BACKGROUND The City Council is asked to deny massage applications for Gui Hua Yang (Lantien Spa LLC). The reason for the denial is that the application does not meet all the requirements of the Monticello City Code. The City Code §117.08(A)(8) states that a therapeutic massage enterprise license shall not be issued to a person who "cannot meet the definition of massage therapist in §117.02 of this chapter." That definition requires: massage therapist insurance of $500,000 for professional liability and affiliation with a therapeutic massage enterprise licensed by the city and has completed 500 hours of certified therapeutic massage training with content that includes the subjects of anatomy, physiology, hygiene, ethics, massage theory and research, and massage practice from an accredited program or accredited institution that has been approved by the issuing authority. Training hours must be authenticated by a single provider through a certified copy of the transcript of academic record from the school issuing the training, degree or diploma. The information submitted in the application does not meet these requirements. The transcript included all courses except for "hygiene" and the institution attended according to the application is not accredited. Under City Code §117.02, an "Accredited Institution" means "An educational institution holding accredited status with the United States Department of Education, or which has been licensed or registered by the Minnesota Office of Higher Education or similar agency of another state or a regional accrediting agency approved by the U.S. Department of Education." Hopewell Career Institute is not accredited by the U.S. Department of Education nor was the school registered with the New Jersey Secretary of State. City Council Agenda: 8/14/2023 City Code § 117.08(A)(2) states that "No therapeutic massage enterprise license shall be issued to a person who ... Has been convicted of any crime directly related to the occupation licensed as prescribed by M.S. § 364.03, subd. 2, and who has not shown competent evidence of sufficient rehabilitation and present fitness to perform the duties and responsibilities of a licensee as prescribed by M.S. § 364.03, subd. 3." The same requirement applies to a therapist license under City Code §117.08(B)(2). The applicant disclosed that she was convicted of prostitution in Hennepin County in 2012. A resolution of findings of fact is attached for your review. Budget Impact: None. II. Staff Workload Impact: Staff time for review of the application based on the requirements of the ordinance. III. Comprehensive Plan Impact: N/A. STAFF RECOMMENDED ACTION City staff recommends adoption of Resolution 2023-70 denying the applications submitted by Gui Hua Yang. SUPPORTING DATA A. Draft Resolution B. City Code Section 117.03 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2023-70 RESOLUTION ADOPTING THE FINDINGS, CONCLUSIONS, AND DECISIONS REGARDING THERAPEUTIC MASSAGE ENTERPRISE LICENSE APPLICATION AND THERAPEUTIC MASSAGE THERAPIST LICENSE APPLICATION OF GUI HUA YANG. WHEREAS, the City Council of the City of Monticello, Minnesota (the "City") has been presented with the proposed Findings, Conclusions, and Decisions regarding an application submitted by Gui Hua Yang for a Therapeutic Massage Therapist License; and WHEREAS, the City has been presented with the proposed Findings, Conclusions, and Decisions regarding an application submitted by Gui Hua Yang for a Therapeutic Massage Enterprise License to operate Lantien Spa; and WHEREAS, the Findings, Conclusions, and Decisions support a recommendations for denial of the application; and WHEREAS, the City Council reviewed the Findings, Conclusions, and Decisions (attached) at a regular City Council meeting held on August 14, 2023. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Monticello, Minnesota hereby accepts and adopts the Findings, Conclusions, and Decisions and denies the issuance of a Therapeutic Massage Therapist License to Gui Hua Yang; and denies the issuance of a Therapeutic Massage Enterprise License to Gui Hua Yang to operate Lantien Spa LLC. ADOPTED this 141h day of August 2023, by the City Council of the City of Monticello, Minnesota. MONTICELLO CITY COUNCIL MI - Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk 227s2ovi CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2023-70 THERAPEUTIC MASSAGE ENTERPRISE LICENSE APPLICATION AND THERAPEUTIC MASSAGE THERAPIST LICENSE APPLICATION OF GUI HUA YANG FINDINGS, CONCLUSIONS, AND DECISION FINDINGS 1. City Code § 117.03(A) provides that, "It shall be unlawful for any person to operate, engage in, or carry on, within the city, any type of massage services to the public for consideration without first having obtained a therapeutic massage enterprise license from the city pursuant to this chapter." 2. Gui Hua Yang submitted an application, dated July 7, 2023, for a therapeutic massage enterprise license to operate Lantien Spa LLC at 242 W Broadway Street, Monticello, Minnesota 55362. 3. City Code § 117.03(B) provides that, "It shall be unlawful for any individual to practice, administer, or provide massage services to the public for consideration within the city without first having obtained a massage therapist license from the city pursuant to this chapter." 4. On July 9, 2023, Gui Hua Yang submitted a therapeutic massage therapist license application, dated July 9, 2023. 5. City Code § 117.08(B)(8) provides that "no massage therapist license shall be issued to a person who ... [c]annot meet the definition of massage therapist in § 117.02 of this chapter." 6. The definition in City Code § 117.08(B) also requires that the applicant, "Has completed 500 hours of certified therapeutic massage training ... from an accredited program or accredited institution that has been approved by the issuing authority." The applicant has submitted along with the application a transcript from Hopewell Career Institute, with a stated address of 17 Muhammed Ali Avenue, Newark, New Jersey 07108. 7. Under City Code § 117.02, "Accredited Institution" means, "An educational institution holding accredited status with the United States Department of Education or which has been licensed or registered by the Minnesota Office of Higher Education or similar agency of another state or a regional accrediting agency approved by the U.S. Department of Education." The Hopewell Career Institute is not an institution holding accredited status as it does not appear in the U.S. Department of Education's Database of Accredited Postsecondary Institutions and Programs. 8. Under City Code § 117.02, "Accredited Program" means, "A professional massage program accredited by the Commission on Massage Therapy Accreditation (COMTA)." The Hopewell Career Institute is not an accredited program as it does not appear on the Commission on Massage Therapy Accreditation database. 2 227s2ovi CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2023-70 9. Therefore, the City Council finds that the applicant Gui Hua Yang does not meet the definition of massage therapist in City Code § 117.02 because applicant has not completed training "from an accredited program or accredited institution". 10. On item 18 of the application, the applicant Gui Hua Yang disclosed that she was convicted of prostitution in Hennepin County, Minnesota in July of 2012. 11. City Code § 117.08(A)(2) states that "No therapeutic massage enterprise license shall be issued to a person who ... Has been convicted of any crime directly related to the occupation licensed as prescribed by M.S. § 364.03, subd. 2, and who has not shown competent evidence of sufficient rehabilitation and present fitness to perform the duties and responsibilities of a licensee as prescribed by M.S. § 364.03, subd. 3." The same requirement applies to a therapist license under City Code §117.08(6)(2). 12. The crime of prostitution for which the applicant, Gui Hua Yang, was convicted is directly related to the license at issue. The City has received information that the applicant's previous conviction for prostitution was due to engaging in prostitution while providing massage services. The applicant was charged with prostitution in a public place related to allegations that she performed an illicit sex act while providing a massage at a massage parlor in Hopkins, Hennepin County, Minnesota in 2012. In 2011, the applicant Gui Hua Yang was determined by the Minnesota Department of Health to have violated Minn. Stat. § 146A.08, subd. 1 (a) and (d) prohibiting sexual contact with a client based on applicant's plea of guilty to engaging in prostitution while providing massage services in Minnetonka, Hennepin County, Minnesota in 2010. 13. While 11 years have elapsed since the applicant was convicted of the crime of prostitution, the applicant failed to submit along with the application evidence of rehabilitation, and therefore "has not shown competent evidence of sufficient rehabilitation" as required under City Code §§ 117.08(A)(2) and 117.08(B)(2). 14. To the contrary, information has been provided to the City that the applicant, Gui Hua Yang, was the president and manager of another massage organization, Cheng Xu Massage LLC, at which there is reason to believe that prostitution has occurred within the past five years. 15. The Wright County Sherriff's Office ("WCSO") has reported that surveillance at this business indicated that there was attempted illicit sex acts in the massage therapy business on March 27, 2023. 16. The WSCO also found as part of its investigation that there were reviews on a website known as RubMaps indicating that illicit sex acts took place at Cheng Xu Massage in June 2022 and October 2021. 17. WCSO also received a report on May 9, 2022 that unlawful sexual activity took place at the Cheng Xu Massage establishment on various occasions between February 2021 and March 2022. 18. Not only has applicant has failed to provide evidence of rehabilitation, but information provided to the City indicates that Applicant has been owning and managing a massage organization that has been providing prostitution services in recent years. 3 227s2ovi CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2023-70 19. The City Code § 117.08(A)(5) states that no enterprise license shall be issued to a person who, "Is not of good moral character or repute." City Code § 117.08(B)(5) also states that no therapist license shall be granted to a person who, "Is not of good moral character or repute." 20. Based on recurring and recent indications that illicit acts, including illegal prostitution, are being performed at massage parlors owned and operated by the applicant, Gui Hua Yang, the City Council finds that the applicant is not of good moral character or repute. CONCLUSION 1. Based on the above Findings and Monticello City Code §§117.08 (13)(2), 117.08(B)(5), and 117.08(B)(8), Gui Hua Yang does not qualify for a therapeutic massage therapist license. 2. Based on the above Findings and Monticello City Code §§ 117.08(A)(2) and 117.08(A)(5), Gui Hua Yang does not qualify for a therapeutic massage enterprise license to operate Lantien Spa LLC. 3. The City's interests in protecting the health and welfare of the community will be advanced if the application is denied. DECISION NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Monticello, Minnesota, based on the foregoing Findings and Conclusions, that Gui Hua Yang's application for a therapeutic massage enterprise license to operate Lantien Spa LLC and Gui Hua Yang's application for a therapeutic massage therapist license are hereby Denied. Adopted by the Monticello City Council this 141h day of August, 2023. MONTICELLO CITY COUNCIL Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk 4 227s2ovi i Monicello APPLICATION FOR 2022-2023 THERAPEUTIC MASSAGE THERAPIST LICENSE Date: Application is hereby submitted for a Therapeutic Massage Establishment License within the City of Monticello, in accordance with the Ordinance of said City regulating the same. Enclose with the application: • The license fee of $50 • A completed and signed "background check authorization" form and copy of driver's license • Fee for therapist background check: $25 • Copy of certification of transcript of academic record and transcript of hours or proof/demonstration of hours 1. Applicant's Full Name: �?lrr(i (�Ur Pu a 2. Applicant's Phone Numbe 3. Applicant's Email Address 4. Applicant's Home Address 5. Address for prior 5 years: 6. Applicant's Date of Birth: 7. Applicant's Place of Birth. S. I will be working as a Massage Therapist at: 009.2 � Ni`iYS`! MOt+471eetwr r✓4i Last First Middle 9. Number of Years of Experience as a Massage Therapist: /O ` l' Kr 10. Name and Address of any training institutions attended and the date of attendance. �J44Er�6iL LltRfb� i+1S7rru7ti k7 iMlc6MAr4MAn R.-fAs-41kE WyN opfr t Ni 07109 11. Previous employment as a massage therapist (list name, address, and position held)(previous five): 12. Other communities you are licensed in, or have been licensed in to perform massage services and status of that license. NA 13. Have you ever been denied a license to perform massage services, or have you had a license revoked or suspended, and if so, state the circumstances of such denial, revocation or suspension. 14. Applicant's Position with the Company: 15. Have you had an interest in, as an individual or as part of a corporation, partnership, association, enterprise, business or firm a massage license that was revoked or suspended within the last five (5) years of the date the license application is submitted to the Issuing Authority? 16. Are you a U.S. Citizen or resident alien or have the legal authority to work in the United States? 9kSlpI ii PAIL% 17. Have you ever used or been known by a name other than the applicant's name, and if so, the name or names and information concerning dates and places where used? W- ?9 olU, orfi 18. Description of any crime or other offense, including the time, place, date, and disposition for which the applicant has been arrested and convicted. DATA PRACTICES ADVISORY, The data supplied in this application will be used to assess the qualificarions for a license. This data isnot legally required but the City will not be able to gram the license without it, !fa license is granted, the data will constitute a public record. I hereby certify that the foregoing statements are true and correct to the best of my knowledge and that the giving of false information or the failure to give pertinent information constitutes cause for revocation of this permit. Further, I agree to comply with all the provisions of the ordinance under which this license is granted. Applicant's Signature: 6;fq /q � grip Date: -7/2A ;3 Return completed application and requested information along with the fee to: Jennifer Schreiber, City Clerk, City of Monticello, 505 Walnut Street, Monticello, MN 55362 Phone: 763-271-3204 Make check or money order payable to "City of Monticello" Approved by/Date Findings of Background check: OFFICE USE ONLY This license will expire on June 30, 2023 i Monicello APPLICATION FOR 2022-2023 THERAPEUTIC MASSAGE ENTERPRISE LICENSE Date: Application is hereby submitted for a Therapeutic Massage Establishment License within the City of Monticello, in accordance with the Ordinance of said City regulating the same. Enclose with the application: • The license fee of $100 + $50 per Massage Therapist (a separate application must be submitted for each therapist) • A completed and signed "background check authorization" form and copy of driver's license • A certificate of workers' comp. insurance or company name & policy # 93 -A J-8.f94-pf applicable) • A certificate of liability insurance I. FULL Name of Business: ILA P/T/S A/ .S %'A <(.C- 2. Ge2. Cheek: Individual Corporation Partnership Other LL.ti 3. Address of the Business to be Licensed: 1212 w 8r0stat" ,✓ 17 Mynt;C49&0 > MA! c2CS3462 4. Business Phone Number(s): S. Minnesota Tax Identification No.: 6. Federal Tax Identification No. q 7. Manager or Owner's FULL Name: Y04 IN eT `-T u f Y-/UC:4 Last p First MI 8. Manager or Owner's Date of Birth: -f0 ' 2 $-- / 1 4f 9 9. Manager of Owner's Place of Birth: l-! G Ji 1,47 r C.Yi/V.Q Ilgyplicmet ie djQerenl rom Manager/Proprietor n/eaee fell o tt Q (� !0 fhro rvh JS 10. Applicant's Full Name: j W&- %I tee Last First MI 11. Applicant's Phone Numbei 12, Applicant's Email Address 13. Applicant's Home Address 14. Applicant's Date of Birth: 15_ Applicant's Place of Birth: f � 1 lb. Is Applicant, or has Applicant been known by a name other than the current true legal name, and if so, what name(s), when, and in what capacity or place was such a name used. ^4 1?. Are you a U.S. Citizen or resident alien lor bas the legal authority to work in the United States? 18. The name and street address of the business if it is to be conducted under a designation, name, or style other than the name of the applicant, and a certified copy of certificate as required by Minnesota Statues, Section 333.02. 19. Applicant's Position with Company: PVn f 0N 26. List the type, name, and location of every business or occupation Applicant has been engaged in during the preceding five years. , AV 1. Does Applicant have any training or experience in performing massage services, including any certification, degrees, diplomas, or educational coursework. 22. Full Name of Owner of Premises: 23. Address of Owner of Premises: (if different from applican 24. Owners Phone Number (If different from applicant): 25. Amount of Investment (buildings, fixtures, furniture, etc): 26. If partnership, state names and addresses of all partners. Include a copy of the Partnership Agreement. 27. If corporation, state names, addresses and birthdates of all officers and directors. Include a copy of the Articles of Incorporation and Secretary of State's Certificate of Good Standing. Ordinance doesn't require this? 6a) riuR �Irrfta rr wy-rt fqv ?-07bVt9V7 No other persons than those named in this application have any interest in the management and control of such business. 28. Description of services to be provided and of goods, if any, to be sold: SlklOt/' WtRSfNGrFl 29. Business Hours of Operation: Q .30 C°1 M }a d fJ r✓? 30. Other communities where licenses are or have been held: 1A 31. Has Applicant previously been denied a license to perform massage services, or had a license revoked or suspended, and, if so, the circumstances of such denial, revocation, or suspension. X!ENfED � S7 M/GHR1:>. MrI 6�� PF't I.F 4EOPL,� �)fE V�`hf v✓pRNt Nf fr'ini flt9 4i2m&r 32. List below as to whether, within the preceding five (5) years, the applicant, and/or owner of the business has been convicted of any crime relating to theft, damage or trespass to property, sale of a controlled substance, or the operation of business; the nature of any such offense and the penalty assessed. N17 Cb�V /G'�rbl7 j3 3 33. The names, residences and/or business addresses of three (3) persons, residents of the State of Minnesota of good mural character, not related to the Applicant or financially interested in the licensee's premises who may be referred as to the Applicant's character, or in the case ■°here 34. Do you reside in Monticello and have your home as a base for your business: Yes No DA TA PRACTICES ADVISORY; The data supplied in this application will be used to assess the qualifications for a license. This darn is not legally required but the City will not be able to giant the license without it. If a license is granted. the data will consfilate a tauhlic record. I hereby certify that the foregoing statements are true and correct to the best of my knowledge and that the giving of false information or the failure to give pertinent information constitutes cause for revocation of this permit. Further, I agree to comply with >all the provisions of the ordinance under which this license is granted. Applicant's Signature: Date: Return completed application and requested information along with the fee to: Jennifer Schreiber, City Clerk, City of Monticello, 505 Walnut Street, Monticello, MN 55362 Phone: 763-271-3204 Approved by/Date Make check or money order payable to "City of Monticello' OFFICE USE ONLY This license will expire on June 30, 2023 ri G j HOPZWZU CAREER INMTUTE OFFICE OF THE SCHOOL AMUNISTRATION 17 Muhammad Ali Avenue Newark New Jersey 07108 Stu&& hientificeflm: DOH: ock*w25,1949 Transcript Typm Name: Gui Hua Yang cmvw7kbft Type of Traidw Tra "O Peflad; January 10, 2011 throuab July 22.2nl l MMW7bwapy TOTAL CLOCK HOURS as PROaRA EARNED M °`t YMPMM AWARD ............. OURS - TOTAL EasrmrrloNALHOU............................................................. TDTALCOnffLETEDHOURS as as CUMULATIVE GRADE POW FINAL LETMR oRADE ME MON 85.72 1 Abm avmW .......................................... Mad of Transcript .......................................... «>,mciaI algia. = K"Wytv VOCKMal SCbW Duecla - . � � � _� C�w E � rift !|.! } ) ) u E§ !!f!| o k00 k-dk x © ) : !ƒ\ kk#!| &22k� > !!! K �* �§ /c%| ` | 15. fkkk| ( .§ f -■•=r|;f ! FLa lf�| q± ;!!! -§ a •• P.4 P r 0 M AMTA Member ID#: 2016456 AMTA Member Classification: GRAD Gui Hua Hua Ya� Enrolled Member Effective Date: 01/01/2023to 12/31/2023 Coverage for enrolled members business is limited to claims arising from enrolled member's professional services. Business Name: Administered By: Healthcare Providers Service Organization Affinity Insurance Services, Inc. 1100 Virginia Drive, Suite 250 Fort Washington, PA I S31 Professional Liability Occurrence Coverage 0289955556 Insurance Company: Columbia Casualty Company A CNA Company $2,000,000 each claim/$6,000,000 aggregate Subject to the Master Policy Aggregate Coverage is afforded to AMTA Members fora period of 12 months concurrent with the Enrolled Member Effective Date or until membership is terminated or expires. Student Enrolled membership expires on the last parties the month in which the Student Enrolled Member graduates. No coverage is afforded to Student Enrolled Members for providing massage therapy services outside of school sanctioned and directed activities. If the AMTA Master Policy is non -renewed or cancelled, the AMTA Member's coverage under this policy will terminate upon the expiration of the Enrolled Member Effective Date and will not be renewed. The Master Policy Aggregate may be reduced by claims paid on behalf of other insureds. • General Liability - Good Samaritan Liability try • Products Liability - Malplacement Liability • Host Liquor Liability . Fire & Water Legal Liability (subject to 5100,000 sub limit) Personal Injury Liability License Protection Defense Expense Benefit Deposition Representation Assault (excluding Texas) Medical Payments First Aid Information Privacy Coverage (HIPAA) $10,000 per proceeding / $25,000 aggregate $10,000 aggregate $2,500 per deposition / $5,000 aggregate $10,000 per Incident / $25,000 aggregate $2,000 per person / $100,000 aggregate $2,500 aggregate $25,000 aggregate This material is intended to provide a general overview or the products and services offered. Coverage for enrolled member's business Is limited to claims arising from enrolled member's professional services. Only the policy can provide the actual terms, coverage amounts, conditions and exclusions. Please contact HP50 at 1-888-253-1474 directly for a free copy of the complete policy. CHPSO Rev. 3/2022 it amta an aassociation ' Gut Hua Yang Dear Gut Hua Thank you for being an AMTA member! 500 Davis Street, Suite 900 Evanston, 1160201-4695 877-905-2700 amtamassage.org Your AMTA Username: quihy2023@gmail.wm Forgot your password? Reset at amtamassage.org or by calling 877-905-2700. Visit our website to learn more about your 50+ member benefits, including these popular perks: • Post your resume and start browsing job opportunities with AMTA's Job Bankl • Save up to 30% off at Massage Warehouse. • Create your free customized website. Go to amtamassage.org to start using your benefits nowt We look forward to helping you make the most of your membership. Do not hesitate to contact us at info@amtamassage.org or toll free at 1-877-905-2700. Please contact ANITA if your address, phone number, or email changes over the worse of your membership, Best Renards. Jeff Flom Chief Operating Officer It Is the responsibility of members to alert AMTA to any address, email or phone number changes. Please contact us if you need to update your information at any point. AMTA members save 40% on online continuing education! Earn CE and build on your skills now! Name Gui Hue Yang Member lop 2016458 Member Type GRAD Expiration Date 12/312023 0007-0322 Office of the Minnesota Secretary of State Certificate of Organization ! I, Steve Simon, Secretary of State of Minnesota, do certify that: The following business entity has duly complied with the relevant provisions of Minnesota Statutes listed below, and is formed or authorized to do business in Minnesota on and after this date with all the powers, rights and privileges, and subject to the limitations, duties and restrictions, set forth in that chapter. The business entity is now legally registered under the laws of Minnesota. Name: Lantien Spa LLC File Number: 1397967000033 Minnesota Statutes, Chapter: 322C This certificate has been issued on: 06/299//22002233 �ROIL6 DUNp �.• '>'•. Steve Simon ! j Secretary of State f4> r State of Minnesota I Q`ar:�n�{4it`L` Work Item 1397967000033 Original File Number 1397967000033 STATE OF MINNESOTA OFFICE OF THE SECRETARY OF STATE FILED 06/29/2023 11:59 PM Steve Simon Secretary of State Office of the Minnesota secretary of state Minnesota Limited Liability Company j Articles of Organization Read the instructions before completing this form. Minnesota Starrrtes, Chapter 3220 Filing Fee: $155 for expedited service in-person and online filings, 5135 if by mail ?'vote: A professional organization governed under Chapter 3195 must include an attachwent with the following information: (mis information is only required if this is a professional organization.) 1. Statement that the Minnesota finrn elects to operate and acknowledges that it is subject to Minnesota Statures, Chapter 31913.01 to 3198.12. 2. List the professional service the organization is authorized to provide under Minnesota Statutes, Chapter 319B. subd 19. Note: Information provided when filing a business entity is public data and may be viewable online. This includes but is not limited to all individual names and addresses. The undersigned organizer(s), in order to form a Limited Liability Crimpantir under Minnesota Statutes, Chapter 3220 adopt the following. - Article I — Dame of Limited Liability Company (Required) �_hI`f-I/i�t1i _�Pk � G— (The company name must include the words Limited Liability Company or the abbreviation LLC} AtticIe 11 -Registered Office Address and Agent (A Registered Office Address is Required) V -€JR4 �_ MIS' ,55Ste� Street Address (. PO Box by itself is not accelwoble) City State Zip Code Registered Agent at the above address is: q 09 k W Article III — Duration The period of duration for this limited liability company shall be perpetual. Article IV — Organizers (Required) I, the undersigned, certify that I ant si6rning this document as the person whose signature is required, or as agent of the person(s) whose sig taiure would be required who has authorized the to sib this document on his/her behalf, or in both capacities. I further certify that I have completed all required fields, and that the inforination in this document is true and correct and in compliance .with the applicable chapter of Minnesota Statutes. I understand that by signing this document I am subject to the penalties of perjury as set forth in Section 609.48 as if I had si-wied this document under oath. &V1 h`UA Organizer's Mame S Organizer's Dame Signature Street Address 6 z ;W Date Cite State ,Zip Date Email Address for Official Notices Enter an email address to .which the Secretary of State can forward official notices required by law and other notices, including this submission: Check here to have your entail address excluded from requests for bulk data, to the extent allowed by Minnesota law, List a name and daytime phone number of a person who can be contacted about this form; Entities that own, lease, or have any financial interest in agricultural land or land capable of being farmed must register with the MN Dept. of Agriculture's Corporate Farm Program, Office of the Minnesota Secretary of State Minnesota Limited Liability Company l Articles of Organization a Afinnesora&enw" C1m➢rer322C [.' i t Minnesota Business Snapshot To better serve Minnesotans, the Secretary ofState's Office has created the "Minnesota Business Snapshot," a short and simple survey produced with the input of business owners, business organizations, non -profits, and researchers from across the state. These five questions will take less than three minutes to complete, and you may answer any or all of them. There is no penalty if you choose not to provide this information. However, the answers you do provide will create a useful pool of information for potential customers and inform the analysis of our quarterly "Minnesota Economic and Business Condition Reports". We do not independently verify the answers applicants provide. Again, this survey is voluntary and the answers are considered public data. Thank you. 1. (Select m one) - How many Minnesota — based full time employees (or FTE equivalents) does this entity currently have? 0-5 ❑ 6-50 ❑ 51-200 ❑ 201-500 ❑ Over 500 2. (Select all that apply) - Does the owner or a member of the ownership group of this entity self -identify as a member of any of the followin ommunities? Wo mann ❑ Member of a community of color ❑ Veteran ❑ Member of a disability community, ❑ Member of an immigrant community 3. (Select up to one) - Using NAICS codes below, please select the code that best describes this entity. If you believe this entity fails into more than one category, please select the category that generates the majority of the entity's revenue. ❑ Agriculture, Forestry, Fishing and Hunting (Code 11) C:1 Mining(Code21) ❑ Utilities (Code 22) ❑ Construction (Code 23) ❑ Manufacturing (Codes 31-33) O Wholesale Trade (Code 42) ❑ Remil Trade (Codes 44-45) ❑ Transportation and Warehousing (Codes 48-49) Q Information (Code 51) ❑ Finance and Insurance (Code 52) ❑ Real Estate Rental and Leasing (Code 53) ❑ Professional, Scientific, and Technical Services (Code 54) D Management of Companies and Enterprises (Code 55) ❑ Administrative and Support and Waste Management and Remediation Services (Code 56) ❑ Educational Services (Code 61) ❑ Health Care and Social Assistance (Code 62) ❑ Arts, Entertainment, and Recreation (Code 71) FlAccommorlation and Food Services (Code 72) Other Services (except Public Administration) (Code III) ❑ Public Administration (Code 92) 4. (Select to one) is this entity a full time or part time endeavor for those primarily responsible for operating this entity? Eff Full time Part time S. (Select Win, one) - If applicable, what were this entity�s gross revenues for the past ycaO $0 - 510,000 ❑ $10,001- $50,000 ❑ $50,001-$250,000 ❑ $250,001 -Sim ❑ Over SIM Office of the Minnesota Secretary of State Certificate of Organization 1, Steve Simon, Secretary of State of Minnesota, do certify that: The following business entity has duly complied with the relevant provisions of Minnesota Statutes listed below, and is formed or authorized to do business in Minnesota on and after this date with all the powers, rights and privileges, and subject to the limitations, duties and restrictions, set forth in that chapter. The business entity is now legally registered under the laws of Minnesota. Name: Lantien Spa LLC File Number: 1397967000033 Minnesota Statutes, Chapter: 322C This certificate has been issued on: 061291202233 pU^-I IDn ,,�► �/ jD� Steve Simon Secretary of State State of Minnesota i n I Office of the Minnesota Secretary of State Minnesota Limited Liability Company I Articles of Organization Minnesota knower, Chapter 322C Read the instructions before completing this form. Filing Fee: 5155 for expedited service in-person and online filings, $135 if by mail Note: A professional organization governed under Chapter 319B must include an attachment with the following information: (This information is only required if this is a professional organization.) 1. Summosto that the Mirme wis firm elects to operate and acknowledges that it is subject to Minnerara Sramtes, Chapter 319B.01 to 31933.12. 2. List the professional service the orgeaimtion is authorized to provide under Minnarota Siolures, Chapter 319B, solid 19. Note. hdormation provided when filing a business entity is public data and may be viewable online. This includes but is not limited to all individual names and addresses. The undersigned organizer(s), in order to form a Limited Liability Company under Minnesota Sfatates, Chapter 322C adopt the following: Article I — Name of Limited Liability Company (Required) 1. dP!drj iFid )-LG- (The company mine must include the words Limited Liability Company or the abbreviation LLC) Article 11- Registered Office Address and Agent (A Registered Office Address is Required) _;Ia W Ygoj yw—fiY .4�T lint T7/f f -).mCi MN .SSSS Street Address (A PO Box by itsettris not acreplable) City State Zip Code Registered Agent at the above address is: (rfl ) k1UA Article III —Duration The period of duration for this limited liability company shall be perpetual. Article IV — Organizers (Required) I, the undersigned, certify that I am signing this document as the person whose signature is required, or as agent of the person(s) whose signature would be required who has authorized me to sign this document on his/her behalf, or in both capacities. I further certify that I have completed all required fields, and that the information in this document is tme and correct and in compliance with the applicable chapter of Minnesota Statutes. I understand that by signing this document I am subject to the penalties of perjury as set forth in Section 609.48 as if I had signed this document under oath. Signa s Da)� r Organizer's Name Signature Street Address City State Zip Date Email Address for Official Notices Enter an email address to which the Secretary of State can forward official notices required by law and other notices, including this submission: F] Check here to have your email address excluded from requests for bulk dam, to the extent allowed by Minnesota law. List a name and daytime phone number of a person who can be contacted about this farm: Entitles that own, lease, or have any financial interest in agricultural land or lend capable of being farmed must register with the MN Dept. of Agriculture's Corporate Farm Program. Office of the Minnesota Secretary of State Minnesota Limited Uabillty Company I Articles of Organization Y,'mremra SYorvru. Clrogo 312C D Minuesom Business Snapshot To better serve Minnesotans, the Secretary of State's Office has created the "Minnesota Business Snapshot,' a short and simple survey produced with the input of business owners, business organizations, non -profits, and researchers from across the mate. These five questions will take less than three minutes to complete, end you may answer any or all of them. There is no penalty if you choose not to provide this information However, the answers you do provide will create a useful pool of information for Amential customers and inform the analysis of out quarterly "Minnesota Economic and Business Condition Reports". We do not independently verify the answers applicants provide. Again, this survey is voluntary and the answers are considered public date. Thank you. 1. (Select yd'to one) - How many Minnesota — based full time employees (or FTE equivalents) does this entity currently have? 0-5 [:16-50 ❑ 51.200 1-1201-500 ❑ Over 500 2. (Select all that apply) - Does the owner or a member of the ownership group of this entity self -identify as a member of any of the folio win unities? Woman ❑ Member of a community of color ❑ Veteran ❑ Member of a disability community ❑ Member of an immigrant community 3. (Select up to one) - Using NAICS codes below, please select the code that best describes this entity. If you believe this entity falls into more than one cmegory, please select the category that generates the majority of the entity's revenue. ❑ Agriculture, Forestry, Fishing and Hunting (Code 11) ❑ Mining (Code 21) ❑ Utilities (Code 22) ❑ Construction (Code 23) ❑ Manufacturing (Codes 31-33) ❑ Wholesale Trade (Code 42) ❑ Retail Trade (Codes 44-45) ❑ Transportation and Warehousing (Codes 48-49) ❑ Information (Code 51) ❑ Finance and Insurance (Code 52) ❑ Real Estate Rental and Leasing (Code 53) ❑ Professional, Scientific, and Technical Services (Cade 54) ❑ Management of Companies and Enterprises (Code 55) ❑ Administrative and Support and Waste Management and Remediation Services (Code 56) ❑ Educational Services (Code 61) ❑ Health Care and Social Assistance (Code 62) ❑ Arts, Entertainment, and Recreation (Code 71) ❑ilCccommodation and Food Services (Code 72) [1� Other Services (except Public Administration) (Code 81) ❑ Public Administration (Code 92) 4. (Select We, one) Is this entity a full time or part time endeavor for those primarily responsible for operating this entity? Full time ❑ Pan time 5. (Select to one) - If applicable, what were this entity's gross revenues for the past year? 10 9) _S10.000 ❑ SI0,00I -550,000 0 550,001-5250,000 ❑ S250,001 -SIM ❑ Over SIM Work Item 1397967000033 original File Number 1397967000033 STATE OF MINNESOTA OFFICE OF THE SECRETARY OF STATE FILED 06/29/2023 11:59 PM Steve Simon Secretary of State Wright County MINNESOTA Property Tax Search/Paymeni The property information database is updated d..h_ Lav updated: 711312023 3:00 A.M Parcel Data Property ID: 155-010-036140 Tax Year: 2023 v Property Address: Municipality: CITY OF MONTICELLO 242 BROADWAY W School Dist : 0882- SD 0882 MONTICELLO MONTICELLO MN 55362 Owner Name: Taxpayer Name & Address: LAXMI HOTEL INC LAXMI HOTEL INC %BULLSEYE PROPERTIES %BULLSEYE PROPERTIES Deeded Acre: 0 35 LAKE ST S STE 500 Legal Description: BIG LAKE MN 55309-3320 Lot 014 Section: I1 Plat Name: Block: 036 Township: 121 ORIGINAL PLAT MONTICELLO Range: 025 Deeded Acre: 0 Legal Description: LOTS 14 & 15 BLK 36 Note: Legal descriptions here are for tax purposes only. Do not use them for recording purposes. New Search :: Parcel Data:: Tax Summary :: Tax Statements :: Valuations :: Pay Taxes As a public service Wright County is providing access to infonnation maintained by Wright County for individual parcels of property. This information is to be used for reference purposes only. Although reasonable efforts are taken to publish the most current property information, Wright County dues not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretations. City Council Agenda: 8/14/2023 21. Consideration of approving appointment of Liz Kokesh to the Industrial & Economic Development Committee (IEDC) for a three-year term ending December 31, 2025 Prepared by: Meeting Date: ® Consent Agenda Item Economic Development Manager 8/14/2023 ❑ Regular Agenda Item Reviewed by: Approved by: Community Development Director City Administrator ACTION REQUESTED Motion to approve the appointment of Liz Kokesh to the IEDC for a three-year term expiring on December 31, 2025. REFERENCE AND BACKGROUND The City Council is asked to consider approving the appointment of Liz Kokesh to the IEDC for a three-year term expiring on December 31,2025. She is the new General Manager at the Cargill Kitchen Solutions facility in Monticello. She replaced Ryan Schmitz who held the General Manager position prior to her. Ryan was also a member of the IEDC, as was his predecessor, Don Roberts. Cargill employs over 430 FTE staff at its facilities in Monticello. Ms. Kokesh attended the August 1, 2023, IEDC meeting as a guest prospective member. The IEDC voted to recommend approval of her membership by the City Council. Per the IEDC's Organizational and Membership Guidelines, members recommended for appointment to the IEDC are to be ratified by the City Council. At this time, the IEDC has 15 members. There is only one general member opening at this time, so if her appointment is ratified by the City Council there would be no other vacancies on the IEDC. A total of 18 members are authorized in the IEDC Organizational documents with two of those spots reserved for High School students. Ms. Kokesh's application is attached to the staff report. Staff Workload Impact: There is minimal staff impact in considering the IEDC appointment. Budget Impact: The budget impact is minimal. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION Staff recommend appointing Liz Kokesh to the IEDC to fill a vacant position with a three-year term expiring on December 31, 2025. City Council Agenda: 8/14/2023 SUPPORTING DATA A. Application B. IEDC Organizational and Membership Guidelines C. IEDC Ordinance —Title 2, Chapter 10 2023-00019- Industrial and Economic Development Committee Member (Volunteer) Contact Information -- Person ID: 54056089 Name: Elizabeth Kokesh Address: Home Alternate Phone: Phone: Email: =Notification Email Preference: Personal Information Driver's License: Yes, Minnesota Can you, after employment, submit proof of Yes your legal right to work in the United States? What is your highest level of education? Bachelor's Degree Preferences Minimum Compensation: Are you willing to relocate? Types of positions you will accept: Types of work you will accept: Education College/University University of Minnesota, Duluth duluth, Minnesota Work Experience Facility General Manager 5/2023 - Present Cargill Protein Monticello, Minnesota Did you graduate: Yes Major/Minor: Bachelor of Science, Chemical Engineering Degree Received: Bachelor's Hours worked per week: 40 May we contact this employer? Yes Duties Manage day to day operations for the Monticello Production facility. Reason for Leaving na Supply Chain Continuous Improvement Hours worked per week: 40 Lead May we contact this employer? Yes 3/2022 - 5/2023 Protein NA Wichita, Kansas Duties ' Facilitated a ' 'Supply Chain Yellow Belt" Course, first focused effort for this group. 21 Participants. x Deployed Performance Dialogue across the business ' Realized $25M in Cost Reduction in FY23 Reason for Leaving new opportunity in Cargill Certificates and Licenses Skills Office Skills Typing: Data Entry: Additional Information References Resume Text Resume Attachments Agency -Wide Questions 1. Q: Are you at least 16 years old? A: Yes 2. Q: Are you at least 18 years old? A: Yes 3. Q: How did you hear about this position? A: Referral 4. Q: If you marked "Other" please specify. A: Supplemental Questions 1. Q: Please list your qualifications for this volunteer appointment. A: I would like to support the community as the relationship with the city is very important to Cargill. 2. Q: Please describe your community involvement and other related qualifications for this position. A: Cargill General Manager, hires a lot of talent in the community. 3. Q: Please list any city boards, commissions, or committees you're currently serving on or have served on in the past. A: Served on my neighborhood board for 2+ years. Have served on the Chemical Engineering Advisory Board in Duluth for 6+ years. MONTICELLO INDUSTRIAL & ECONOMIC DEVELOPMENT COMMITTEE (IEDC) ORGANIZATIONAL AND MEMBERSHIP GUIDELINES I. Meeting Time and Place: Regular meetings are held the first Tuesday of each month at 7:00 a.m. at the Monticello Community Center. Special meetings may be called by the Chair. II. Mission Statement and Objectives: As written and adopted by the Monticello IEDC in the Annual Action Statement. III. Committee Size: While there is no set or definite size established, it is generally understood that the committee will not exceed 16-18 members. IV. Make-up of the Committee: Committee members must either work or reside in the community of greater Monticello. Individuals who are involved in an occupation or profession that provides services to the community of Monticello but is not headquartered within the community may also serve as members of the committee. Standing Committee Members: The City Council shall appoint a representative of either the Mayor or a Council Member to the IEDC as a voting member. The Board of Directors of the Monticello Chamber of Commerce & Industry shall appoint a voting member to the IEDC. Up to two (2) Monticello High School Senior Students may serve as voting members. The High School Principal shall recommend their membership on the IEDC. These members shall be considered in committee size. City Staff Members: Non-voting Administrator of the City of Monticello Economic Development Manager of the City of Monticello (serves as the EDA Executive Director) Community Development Director of the City of Monticello (in the absence of the Economic Development Manager) V. Officers: The Chair, the Vice Chair, and the Secretary shall be appointed annually at the January meeting. Length of office term shall not exceed three consecutive years. Minutes of each meeting are the responsibility of the Secretary. Committee correspondence is the responsibility of the Economic Development Manager. VI. Length of Membership Term: Members shall serve for three-year terms on a three-year rotating basis so that approximately one-third of the membership expires each year. PAGE 2. IEDC ORGANIZATIONAL AND MEMBERSHIP GUIDELINES Individuals wishing to continue serving on the committee may so indicate prior to the expiration of their term. Any member wishing to relinquish his/her position on the IEDC may do so by submitting a letter of resignation. VI. Filling a Vacant Position: A list of potential committee members shall be kept by the Executive Director. The IEDC must recommend approval of new members by a majority vote. The City Council must ratify the appointment of new members to the IEDC. VII. Membership Attendance: In order to make a positive contribution to the committee, each member is expected to attend at least 75 percent of the meetings in any given year. A year is defined as beginning on the 1 st of January and ending on the 31St of December Amended: 01/05/2016, 12/06/2016, 03/05/2019 CHAPTER 10 INDUSTRIAL AND ECONOMIC DEVELOPMENT COMMITTEE SECTION: 2-10-1: Name of Committee 2-10-2: Authorization 2-10-3: Membership 2-10-4: Term of Office 2-10-5: Attendance 2-10-6: Vacancy 2-10-7: Officers 2-10-8: Meetings 2-10-9: Quorum 2-10-10: Duties of the Committee 2-10-11: Amendments 2-10-1: NAME OF THE COMMITTEE: The name of the organization shall be the Monticello Industrial and Economic Development Committee (IEDC). 2-10-2: AUTHORIZATION: Duties are delegated to the IEDC by the City Council of Monticello by this ordinance dated June 28, 2010, and by Resolution No. 2008-44 approved the 27th day of May, 2008. 2-10-3: MEMBERSHIP: The Monticello IEDC shall consist of sixteen (16) to eighteen (18) regular members to be appointed by the City Council of Monticello. Said Committee members shall consist of Monticello business representatives or residents of the City of Monticello. One Council member shall be appointed annually to serve on the IEDC. The Director of the Monticello Chamber of Commerce and Industry shall be an ex -officio member of the IEDC. Up to two (2) Monticello High School Senior Students may serve as voting members during their appointed term. The High School Principal shall recommend their membership on the IEDC. The IEDC and the City Council shall confirm their appointment. (Ord 637 4/25/16) 2-10-4: TERM OF OFFICE: The term of the regular members shall be for three (3) years and shall be staggered so that no more than one-half of the terms expire in a given year. All regular terms shall expire at the first City Council meeting of the new calendar year. 2-10-5: ATTENDANCE: It is the City Council's intention to encourage IEDC members to attend all IEDC meetings. It is desired that IEDC members attend at least 75% of meetings in a calendar year. Members may be subject to replacement by the City Council in the event attendance does not meet this standard. MONTICELLO CITY ORDINANCE TITLE II, CHAPTER 10, PAGE 1 2-10-6: VACANCY: Any vacancy in the regular or at large membership shall be filled by the City Council, and such appointee shall serve for the unexpired term so filled. 2-10-7: OFFICERS: (A) Elections. The Monticello IEDC shall elect at its Annual meeting from its membership a chair, vice chair, and a secretary who shall serve for a term of one year and shall have such powers as may be prescribed in the rules of said Committee. (B) Duties of Chair. The chair shall preside at all meetings of the IEDC and shall have the duties normally conferred and parliamentary usage of such officers. (C) Duties of Vice Chair. The vice chair shall act for the chair in his/her absence. (D) Duties of Secretary. The secretary shall keep the minutes and records of the Committee with the assistance of City Staff. 2-10-8: MEETINGS: (A) Regular meetings shall be held on a date established by the IEDC. In the event of a conflict with a holiday or special events, a majority at any meeting may change the date and location of the meeting. The meeting shall be open to the general public. 2-10-9: QUORUM: A majority of the total IEDC members shall constitute a quorum for the transaction of business. 2-10-10: DUTIES OF THE COMMITTEE: It shall be the duty of the Committee, with staff assistance, to advocate and make recommendations to the Economic Development Authority and City Council, relative to and including influencing industrial and economic development in and for the City of Monticello, with an emphasis on industrial land, increase tax base and number of livable wage -level jobs by promoting industrial and economic growth, and working to maintain a desirable business environment. 2-10-11: AMENDMENTS: This ordinance may be amended as recommended by the majority vote of the existing membership of the IEDC and only after majority vote of the City Council. (#519, 8/23/10) (#715,3-25-19) MONTICELLO CITY ORDINANCE TITLE II, CHAPTER 10, PAGE 2 City Council Agenda: 08/14/2023 2K. Consideration to approve a request for second extension of final plat approval for Twin Pines First Addition to February 28. 2024 Prepared by: Meeting Date: ® Consent Agenda Item Community Development Director 8/14/2023 ❑ Regular Agenda Item Reviewed by: Approved by: City Engineer, Project Engineer, Chief City Administrator Building and Zoning Official Motion to approve a six-month extension of the final plat approval for Twin Pines First Addition to February 28, 2024, contingent on: 1. All prior approved conditions and comments are applicable as shown in Exhibit Z. 2. The Development Contract and PUD Agreement are revised and executed to include language requiring payment of trunk area utility charges at prevailing rate at the time of plat recording. 3. Terms and conditions of the Development Contract and PUD Agreement remain in force, except as noted for trunk utility rates. PREVIOUS COUNCIL ACTION February 27, 2023: Approved a 6 -month extension of the final plat approval for Twin Pines First Addition October 24, 2022: Approved transfer of Development Contract for the Twin Pines First Addition from Kjellbergs Inc. to Apartments Monticello LLC and approval of a PUD Adjustment for Twin Pines First Addition, including related amendments to the Development Agreement for Twin Pines First Addition. February 28, 2022: Approved final plat of Twin Pines First Addition, Rezoning of Lot 1, Block 1 Twin Pines First Addition to Planned Unit Development, Final Stage Planned Unit Development for Twin Pines First Addition. December 13, 2021: Approved preliminary plat of Twin Pines First Addition and Development Stage Planned Unit Development for Twin Pines First Addition. REFERENCE AND BACKGROUND Property: PID: 155-221-000010 City Council Agenda: 08/14/2023 Legal: Outlot A, Monticello Business Center 6t" Addn. Planning Case Number: 2021-047 Deadline for Decision: N/A Land Use Designation: Commercial -Residential Flex Zoning Designation: Twin Pines Planned Unit Development District Overlays/Environmental Regulations Applicable: N/A Current Site Uses: Vacant Outlot as a phase of a Planned Unit Development Surrounding Land Uses: North: Commercial East: Medium Density Residential South: Powerline Easement/Manufactured Home Park West: Commercial ANALYSIS The developer of the plat and PUD of Twin Pines First Addition has requested a second 6 -month extension for approval of the final plat. The City's Subdivision Ordinance and the development contract and planned unit development agreement for the project allow 365 days to record the plat from the time of final plat approval. The final plat of Twin Pines First Addition was approved on February 28, 2022, and the original plat approval expiration was on February 28, 2023. The applicant received an extension to the original plat approval to August 22, 2023. The reading of the subdivision ordinance is such that as the final plat approval deadline has now shifted to August 22, 2023, the developer can request a subsequent 6 -month extension. Twin Pines is a 96 -unit multi -family residential project located along School Boulevard, accessed by a private drive accommodated through planned unit development. The four-story project includes both an underground parking garage and a surface parking lot. Twin Pines received the required land use approvals for plat and planned unit development. Since the time of the approvals, the developer is moving through the various processes required to acquire the property from the current property owner. The process has taken longer than anticipated, with additional requirements on the private side of the transaction necessary for completion of the closing process. Therefore, the developer requested an extension to allow for closing matters to be resolved. It is staff's understanding that the plat, development contract and related documents will be filed as part of the closing transaction. Since the time of approval, the developer provided updated plans addressing conditions of approval. The developer also applied for a building permit, with the understanding that the City Council Agenda: 08/14/2023 review is contingent on execution and recording of the plat and supporting required documents. As part of the extension request, staff recommended a set of conditions, which include continued application of the original conditions of approval, compliance with the terms and conditions of the previously approved development contract. The current extension also requires execution of a development contract which requires payment of trunk area charges at prevailing rates at the time of plat recording. I. Budget Impact: The impact of the extension is an increase in required payment for storm sewer and sanitary sewer trunk area charges. Staff Workload Impact: Minimal; limited to review of request and preparation of report. III. Comprehensive Plan Impact: The Monticello 2040 Vision + Plan designates the site as Commercial -Residential Flex, which accommodates the proposed mix of land uses, including the approved Twin Pines residential project. STAFF RECOMMENDED ACTION City staff recommends approval of the extension request. The developer continues to work through the items related to property acquisition and plat recording, including resolution of all conditions of approval. No change has occurred in any land use restriction or the Comprehensive Plan, or any other official control affecting the use, development density, lot size, lot layout, or dedication or platting required or permitted by the preliminary plat. However, trunk utility rates have been adjusted since the time of the original final plat approval. Therefore, a condition of the extension of approval is payment at prevailing rates, consistent with other contracts and projects. SUPPORTING DATA A. Letter of Request B. Final Plat C. Site Plan D. Development Contract and Finance Plan, Revised for 2023 Rates E. City Engineer's Comment Letters F. Subdivision Ordinance Excerpt Z. Conditions of Approval City Council Agenda: 08/14/2023 Conditions of Approval Twin Pines First Addition Final Plat 1. Rezoning of Outlot A, Monticello Business Center 6th Addition to Twin Pines PUD is contingent on approval and recording of the Final Plat and development contract of Twin Pines First Addition, and approval of the Final Stage PUD for Twin Pines First Addition with conditions as assigned. 2. The Final Plat for Twin Pines First Addition is contingent on the approval of the rezoning and Final Stage PUD for the Twin Pines PUD District with conditions as assigned. 3. The Preliminary and Final Plat are found consistent with the requirements of the Subdivision Ordinance, including verification that all easements and association maintenance aspects of the mixed-use Outlot A area are addressed to the satisfaction of the City Attorney. 4. The applicant is required to supply a cross -parking agreement with the adjacent office building over Outlot A. Submittal of association and/or common area easement documents is required. The documents shall be subject to the review and comment of the City Attorney. 5. The applicant executes and records into a PUD and Plat development agreement at the time of final plat. 6. An encroachment agreement for development encroachments within the easterly drainage and utility easement, for the entrance monument area and Outlot A shall be executed and recorded. 7. A stormwater maintenance and easement agreement will also be required as a condition of plat approval and is shall be subject to the review and comment of the city Engineer and City Attorney. 8. The Preliminary and Final plat shall include all easements, including perimeter easements per the direction of the City Engineer. 9. Each of the underground parking spaces are included in the rent set for specific units. 10. Vacation of the drainage and utility easements over Outlot A are to be re-established on the plat per the City Engineer's direction and such vacation shall be contingent on recording of the final plat of Twin Pines First Addition. 11. The applicant verify attached or internal trash handling. City Council Agenda: 08/14/2023 12. Elevations and floor plans shall be revised to be consistent with grading plans, carrying approved and consistent materials through to all exposed elevations. 13. The circulation routes through the project are reviewed to ensure safe travel for residents and commercial tenants in all areas of the project site, including directional signage related to discouraging traffic through the veterinary office building to the west. 14. The site plan is revised to comply with the comments of the fire department staff for code compliance, circulation and public safety aspects, including the comment letter dated February 24th, 2022. 15. The applicant provide a plan for consolidated entrance monument signage and avoid additional freestanding sign displays. 16. The applicant prepare and submit lighting plans, including attention to existing commercial site lighting that acknowledges the change in use and residential needs of the property. 17. The applicant provides amended plans consistent with the requirements of the City Engineer's letters. 18. The applicant complies with additional conditions as recommended by other City staff or City Council. T (612) 337-6100 F (612) 339-6591 SIEGEL 100 Washington Ave S. I Suite 1300 Minneapolis, MN 55401 BRILL siegelbrill.com PA ATTORNEYS AT SAW July 27, 2023 City of Monticello Attn: Zoning Administrator 505 Walnut Street Monticello, MN 55362 Re: REQUEST FOR EXTENSION OF FINAL PLAT RECORDING DEADLINE PLAT OF TWIN PINES FIRST ADDITION, MONTICELLO, MN Our File No. 30815-001 To Whom it May Concern: We represent Apartments Monticello LLC, the potential buyer and developer of the property described in the final plat of Twin Pines First Addition, Monticello, Minnesota, which final plat was approved on February 28, 2022. The deadline for recording the plat was originally February 28, 2023, and that deadline was previously extended by six (6) months. The closing has been delayed; however, the potential buyer still intends to develop the project, and we do not want the final plat approval to expire. This request is being sent to be filed with the Zoning Administrator to request that deadline for recording the Twin Pines First Addition plat be extended by an additional six (6) months (i.e. until February 28, 2024) pursuant to Monticello, MN Code of Ordinances, Section 152.027(G). Please place the request on the agenda for the regularly scheduled City Council meeting on August 14, 2023. Please contact me if you have any questions. Regards, 414 4 1 oshua B. Grossman (612) 337-6134 1 Direct joshgrossman@siegelbrill.com cc: Vishal Dutt 50 25 0 25 50 100 NONNI SCALE IN FEET SCALE: 1 INCH = 50 FEET Basis of Bearings: The Southeasterly line of OUTLOT A, MONTICELLO BUSINESS CENTER SIXTH ADDITION is assumed to bear South 160 10' 37" West. 0 Denotes a Found Iron Monument O Denotes a 1/2 inch by 14 inch Rebar Marked "RLS 44565" VICINITY MAP ,AN SEC. 14 - T121 - R25 TWIN PINES FIRST ADDITION l L 4 NOT TO SCALE DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: 12 12 04 --------J I`----�---- NOT TO SCALE Being 12 feet in width when adjoining lot lines, unless otherwise indicated, as shown on the plat. 6gp�0ZO'' \ \ � 3S 28 r— n ♦•� I I ./ I I S L— �� ./ r, L — \♦, L— I /\ I I —I� � � Cg,C'z2� J � S>2 000" 94 --- R�z 04'43 4,6 3 0 00 F I� z c On co KNOW ALL PERSONS BY THESE PRESENTS: That Apartments Monticello LLC, a Minnesota limited liability company, fee owner of the following described property: OUTLOT A, MONTICELLO BUSINESS CENTER SIXTH ADDITION, Wright County, Minnesota. Has caused the same to be surveyed and platted as TWIN PINES FIRST ADDITION and does hereby dedicate to the public, for public use, the drainage and utility easements created by this plat. In witness whereof said Apartments Monticello LLC, a Minnesota limited liability company, has cause these presents to be signed by its proper officer this day of 20 APARTMENTS MONTICELLO LLC (Signature) (Printed Name) (Title) Cor STATE OF COUNTY OF Nanher Falls - ole. No or set. Found This instrument was acknowledged before me this day of 20 by the Apartments Monticello LLC, a Minnesota limited liability company, on behalf of the company. a 0 _ N Notary Public, Signature Non m/tnt s Notary Public My Commission Expires: Notary Printed Name County of SURVEYORS CERTIFICATE I Rory L. Sysntelien, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of the surveyor's certification are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of , 20 Rory L. Synstelien, Licensed Land Surveyor Minnesota License No. 44565 STATE OF MINNESOTA, COUNTY OF The foregoing Surveyor's Certificate was acknowledged before me this day of 20 by Rory L. Synstelien, Land Surveyor, Minnesota Licence No. 44565. My Commission Expires: Notary Public, Signature Notary Printed Name Notary Public County, r\ L CITY OF MONTICELLO PLANNING COMMISSION Be it known that at a meeting held on this day of 20 the Planning Commission of the City of Monticello, Minnesota did hereby review and approve this plat of TWIN PINES FIRST ADDITION. City of Monticello Planning Commission By Chairperson By Secretary CITY COUNCIL, CITY OF MONTICELLO, STATE OF MINNESOTA This plat of TWIN PINES FIRST ADDITION was approved and accepted by the City Council of the City of Monticello, Minnesota at a regular meeting thereof held this day of , 20 and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. By , Mayor By , City Clerk WRIGHT COUNTY SURVEYOR I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of , 20 Wright County Surveyor WRIGHT COUNTY LAND RECORDS Pursuant to Minnesota Statutes, Section 505.021, Subdivision 9, taxes payable for the year 20 272.12, there are no delinquent taxes and transfer entered this day of Wright County Land Records Administrator WRIGHT COUNTY RECORDER I hereby certify that this instrument was filed in the office of the County Recorder for record on this at o'clock M. and was duly recorded in Cabinet No. Wright County Recorder on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section . 20 day of Sleeve , 20 as Document Number CAC'URC, OAC)�(�P) g • • '\ /�� % U a \ \r\\\ n R 96569 r 0^vm' i SUN r0 \ � ��., i Rhn ' �IAATCH CJII.'II�6933R d ° / TYP. \ / \ r 6'.68 �r° ° ° �,5' / C O� ' -Corner p�a M f� / / � (/5 964.35 � tk „ S CONC. WALK, X \ TYP, 4 e `` $ It?'M 965 01 . 4,. LOC �ry� SAN S > s5z.00 O >M TA CH EXI > g �9601R << ^ - NPVmj,07P.oqq 16 o� cc ATCH G PEI E 1 " = 40'-0" ' / / PV �� 20'-0" 0 40'-0" i ZF Zi CO NORTH SIDEWALK CONNECTION/ r /�+\+ �� 4 -STONE GRAC 1 / MINI-COLUMN1-14 D V / O // CBR / Rim=964._ / VV / VV / TRANSFORMER PAD S CURB TAPER / VV / \s� �s0 / R2� 6// / R17.6' / CONIC. U (2) CONIC. STEP CONSTRUCTION LIMITS / < ` '�+ -If THICKENED / So, c VV / / / R10.0' TNH / L 967.60 / / SITE AREA TABLE: SITE AREA CALCULATIONS BUILDING COVERAGE ALL PAVEMENTS ALL NON -PAVEMENTS TOTAL SITE AREA I MPERVIOUS SURFACE EXISTING CONDITION PROPOSED CONDITION DIFFERENCE (EX. VS PROP.) EXISTING CONDITION 13,843 SF 7.1% 40,220 SF 20.5% 141,965 SF 72.4% 196,028 SF 100.0% X a / I// /// RAA-rt'U CVIOTIAIr, \7 _SEE ETAIL 1 FOR NORTH VV/AL ONNEC41®N VIEW% AN ^ > RR MATCH EXISTINGS�'�L>_ d" \ 4 lnv ss 6383 \ \ ^ PVMT, TYP. SAN - / -(Records) mac_ 3„W / 966.'2 OPERATIONAL NOTES: p v SNOW REMOVAL: Qui ALL SNOW SHALL BE PUSHED TO LANDSCAPED AREA. ry o\ TRASH REMOVAL: TRASH REMOVAL SHALL OCCUR AT THE EXISTING /c0 ^ \ TRASH ENCLOSURE AREAS, COORDINATE WITH FFe, l PROPERTY MANAGEMENT. / O O 96e 66 °�� sd° aPP�e �` N DELIVERIES: VV ■ � �r\ � '� 'o� Rrn1 / \ / 9s5DELIVERIES SHALL OCCUR AT THE MAILROOM(S), ^ �� C) A ' COORDINATE WITH PROPERTY MANAGEMENT. M VEHICLE MANEUVERS: /nva98 �� '' " FIRE TRUCK ACCESS IS MAINTAINED THROUGHOUT X959-6�sj / �^ j% THE SITE. IT IS ABLE TO ENTER THE PROPERTY FROM THE STREET, DRIVE THROUGH ALL THE PARKING LOOP, AND RETURN TO THE STREET. TRASH TRUCK IS ABLE TO ENTER FROM STREET, / MATCH EXISTING = DRIVE INTO NEW PARKING AREA, AND REVERSE ENTRANCE ^ PVMT, TYP. �Q DOWN THE DRIVE RAMP TOWARD THE GARAGE. S GE Cj I'%' RrmR9F / MATCH EXISTING ' C&G, TYP. I Parcel ID N 1551470C \4 -STONE 8 MINI -COLUMN \� TRASH ENCLOSURE, j SEE ARCH. 1-1 WIN IN 40 IM ,;a o @ 9' ; 45 0, r� i J i O 24, p- » 0 CBR \ >, p Rima / �,Cb` lq ya 958.28 \ » V / //-58.i(ReCO cords) RCIO i � Ii fel V /n�9 ps383 \ Rqs cc m FFE, 966 66 O jY ,' sMH 20.0 i Ri„,ags i -Cor � ner fall in M 964.35 { 3" LOC / 2 e „ Ip I I 6j01 /p o sMH 4' LOC o `� Invag52.Op �> N SQ > S RN 9s t o QQ / /nw 30 3 4g23,w, (pwg3420(W) er Record N) 4 � � FFE; 3 E m 966,2 ❑T a v Iz o � 0 O/ O I0 1n�95 8(Records) 1c/ n 'o 0 Parcel ID 155147000010 Rim 858 \ » , O , I ^ M SMH l� /� ma -s3.80 / S S over 25" I/ deep �a' R' ry-8200 gpG INNEAP / \ 24.0, 1 o TURNING MOVEMENT 20 O SITE LAYOUT NOTES: 220 / B612 C&G, 1. CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, TYP. / r LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS �l RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OF CONSTRUCTION, DUE TO I LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THE R3 ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL. 000 / 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OF-WAY AND STREET OPENING PERMIT. 4.0 0 / 3. THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TO INSTALLATION OF SITE IMPROVEMENT MATERIALS. P , 4. CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS OF THE BUILDING AND STAKE FOR REVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS. CURB CUT 5. LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS ARE APPROXIMATE AND SHALL BE STAKED IN THE -- 1 FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT. 3' CURB k PROPOSED CONDITION E F- �` I I/ 1 TAPER 6. CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION. LOCATION OF BUILDING IS TO ��� ` \ � CD N Z BUILDING FOUNDATION AND SHALL BE AS SHOWN ON THE DRAWINGS. / / LSV l N/ �` \ 16. BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENT SECTIONS. 73,071 SF 37.3% 7. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT �\\ INFILTRATION BASIN 117. ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE DRIP LINE. LANDSCAPE DOCUMENTS. 196,028 SF PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCH AS, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, A / / BOT=954.33 TOP=957.33 z p PAVEMENTS, WALLS, RAILINGS, BENCHES, FLAGPOLES, LANDING PADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THE RIGHT TO REJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED. V O J a JFmm � m U 8. PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCE WITH A.D.A. REQUIREMENTS -SEE DETAIL. Q z0 � LU O O Z)� 9. CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TO THE FLOW OF TRAFFIC. WIDTH OF O / RET. WALL / CROSSWALK SHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESS OTHERWISE NOTED OR REQUIRED BY ADA OR LOCAL / m 7.co GOVERNING BODIES. / W W W J �; DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT (Developer Installed Improvements) T WIN PINES FIRST ADDITION PC# 2021-047AND 2022-042) THIS DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT AGREEMENT ("Contract") dated , 2023, by and between the CITY OF MONTICELLO, a Minnesota municipal corporation ("City"), and APARTMENTS MONTICELLO LLC, a Minnesota limited liability company (the "Developer") 1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat and Planned Unit Development approval for TWIN PINES FIRST ADDITION (referred to in this agreement as the "Plat" and the "Development"). The land is located in the County of Wright, State of Minnesota, and is legally described on the attached Exhibit "A" ("Property"). The Developer is developing the Property as a 96 unit multi -family residential project under the Planned Unit Development zoning standards. 1 220431v1112044v4 2. CONDITIONS OF PLAT APPROVAL. The City hereby approves the Plat on condition that the Developer enter into this Contract, furnish the security required by it, and record the Plat with the County Recorder or Registrar of Titles within 365 days after the City Council approves the final Plat or the execution of this Contract, whichever occurs later. The City hereby grants approval to the Planned Unit Development ("PUD") provided the Development is consistent with the conditions of this Contract and the specific City conditions, requirements and PUD flexibility as set forth in City Resolution 2022-119 for PUD Adjustment adopted by the City Council on October 24, 2022, and City Resolution 2022-23, City Resolution 2022-24, and City Resolution 2022-25, adopted by the City Council on February 281h, 2022, and subject to the conditions of Exhibit Z in the staff report of the Planning Commission Agenda dated December 7th, 2021 and Exhibit Z of the staff report of the City Council Agenda dated December 13th, 2021 and February 28th, 2022. 3. RIGHT TO PROCEED. Within the plat or land to be platted, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: 1) this Contract has been fully executed by both parties and filed with the City Clerk, 2) the necessary security has been received by the City, 3) the Plat has been submitted to the Wright County Recorder's Office/Registrar of Title's Office, and 4) the City has issued a letter that all conditions have been satisfied and that the Developer may proceed. 4. PHASED DEVELOPMENT. A. Should the Developer convey any lot or lots in the Development to a third parry, the City and the owner of that lot or those lots may not amend this Development Contract or other city approvals or agreements for development or use of those lots without the approval or consent of the Developer or 2 220431v1112044v4 other lot owners in the Development. Private agreements between the owners of lots within the Development for shared service or access and related matters necessary for the efficient use of the Development shall be the responsibility of the lot owners and shall not bind or restrict City authority to approve applications from any lot owner in the Development. phase. B. The Development is not a phased development. All lots will be constructed in a single C. Park dedication charges referred to in this Contract are not being imposed on outlots, if any, in the Plat that are designated in an approved preliminary plat for future subdivision into lots and blocks. Such charges will be calculated and imposed when the outlots are final platted into lots and blocks. 5. PRELIMINARY PLAT STATUS. If the Plat is a phase of a multi -phased preliminary plat, the preliminary plat approval for all phases not final platted shall lapse and be void unless final platted into lots and blocks, no outlots, within three (3) yeas after preliminary plat approval. 6. CHANGES IN OFFICIAL CONTROLS. For two (2) years from the date of this Contract, no amendments to the City's Comprehensive Plan, or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved Plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent permitted by state law, the City may require compliance with any amendments to the City's Comprehensive Plan and official controls. 7. ZONING. Except as otherwise provided herein, the subject property shall be subject to the zoning regulations for the Planned Unit Development District and the requirements and standards of the R-2 District in effect at the time the final Plat is approved. If there is a conflict among these regulations, the conflict shall be resolved in the order listed below with item number one being primary: 3 220431v1112044v4 (1) Development Contract and Planned Unit Development Agreement [this document]. (2) Planned Unit Development Zoning District Regulations (3) R-4 Zoning District Regulations 8. CONDITION FOR SUBSEQUENT APPROVALS. No final Plat for changes or amendments to this PUD Agreement shall be approved, nor shall construction commence for such additional land uses, until an amendment of the PUD Agreement is processed and approved, subject to the requirements of the Monticello Zoning and Subdivision Ordinances, including the submission of site and multi -family building plans, final grading and drainage plans, final utility plans, and final landscaping plans. 9. DEVELOPMENT PLANS. The Plat shall be developed in accordance with the following plans. The plans shall not be attached to this Contract. With the exception of Plans A and B, the plans may be prepared, subject to City approval, after entering the Contract, but before commencement of any work in the Plat. If the plans vary from the written terms of this Contract, the written terms shall control. The plans are: Plan A - Plat Plan B - Final Grading, Drainage, and Erosion Control Plan Plan C - Sanitary Sewer and Watermain Plan Plan D — Civil Details Plan Plan E — Street and Storm Sewer Plan Plan F — Stormwater Management Plan Plan G — Utility Plan Plan H - Street Lighting Plan Plan I - Landscape and Tree Preservation Plans Plan J Building Plans, fagade elevations and typical architectural design plans 4 220431v1112044v4 Plan K — Sidewalk and Trail Plan Plan L — Sign Plan 10. IMPROVEMENTS. The Developer shall install and pay for the following: A. Sanitary Sewer System B. Water System C. Storm Sewer System D. Streets E. Concrete Curb and Gutter F. Street Lights G. Site Grading, Ponding, and Erosion Control H. Underground Utilities I. Setting of Iron Monuments J. Surveying and Staking K. Sidewalks and Trails L. Retaining Walls M. Mailboxes: All developers must meet with the City of Monticello Street Superintendent and USPS to determine the type of mail boxes installed and the location of all mail boxes. Initial costs of the mail boxes and their installation are the responsibility of the developer. All residential developments (other than standard single family homes) must install locking cluster mail boxes. The improvements shall be installed in accordance with the City subdivision ordinance; City standard specifications for utilities and street construction; and any other ordinances. The Developer shall submit plans and specifications which have been prepared by a registered professional engineer to the City for approval by the City Engineer. The City may, at the City's discretion and at the Developer's expense, have one or more City inspectors and a soil engineer inspect the work on a full or part-time 5 220431v1112044v4 basis. The Developer, its contractors and subcontractors, shall follow all written instructions received from the City's inspectors subject to Developer's plans and specifications. The Developer or his engineer shall schedule a pre -construction meeting at a mutually agreeable time at the City Council chambers with all parties concerned, including the City staff, to review the program for the construction work. Within thirty (30) days after the completion of the improvements and before the security is released, the Developer shall supply the City with a complete set of reproducible "as constructed" plans, an electronic file of the "as constructed" plans in an auto CAD.DWG file or a .DXF file, and two complete sets of blue line "as constructed" plans, all prepared in accordance with City standards. In accordance with Minnesota Statutes § 505.021, the final placement of iron monuments for all lot corners must be completed before the applicable security is released. The Developer's surveyor shall also submit a written notice to the City certifying that the monuments have been installed. 11. DESIGN STANDARDS. The applicable Planned Unit Development Zoning District Regulations are equal to those set forth in the PUD Resolution, and the R-4 Zoning District Regulations. 12. PERMITS. The Developer shall obtain or require its contractors and subcontractors to obtain all necessary permits, including but not limited to: • Wright County for County Road Access and Work in County Rights -of -Way • Wright County Soil Conservation District • MnDot for State Highway Access • Minnesota Department of Health for Watermains • NPDES Permit for Stormwater Connections • MPCA for Sanitary Sewer and Hazardous Material Removal and Disposal • DNR for Dewatering • City of Monticello for Building Permits 13. DEWATERING. Due to the variable nature of groundwater levels and stormwater flows, it will be the Developer's and the Developer's contractors and subcontractors responsibility to satisfy themselves with regard to the elevation of groundwater in the area and the level of effort needed to perform dewatering and storm flow routing operations. All dewatering shall be in accordance with all 6 220431v1112044v4 applicable county, state, and federal rules and regulations. DNR regulations regarding appropriations permits shall also be strictly followed. 14. TIME OF PERFORMANCE. The Developer shall install all required public watermain improvements (the "Public Improvements") by August 30, of the year following the year of recording of the final Plat with the exception of the final wear course of asphalt on streets. The final wear course on streets shall be installed between August 15th and October 15th of the year following installation of improvements, at the direction and in the discretion of the City Engineer. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. Paving of the public streets shall be in conformance with the most current City of Monticello General Specifications and Standard Detail Plans. 15. LICENSE. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the platted property to perform all work and inspections deemed appropriate by the City in conjunction with plat development. 16. EROSION CONTROL AND STORM WATER CONTROL. Prior to initiating site grading, the erosion control plan, Plan B, shall be implemented by the Developer and inspected and approved by the City or Wright County Soil and Water Conservation District. The City or Wright County Soil and Water Conservation District may impose additional erosion control and storm water requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded within 48 hours after the completion of the work or in an area that is inactive for more than seven (7) days unless authorized and approved by the City Engineer. Except as otherwise provided in the erosion control plan, seed shall be in accordance with the City's current seeding specification which may include certified oat seed to provide a temporary ground cover as rapidly as possible. All seeded 7 220431v1112044v4 areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City or the Wright County Soil and Water Conservation District, the City may take such action as it deems appropriate to control erosion. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. If the Developer does not reimburse the City for any cost the City incurred for such work within ten (10) days, the City may draw down the letter of credit to pay any costs. No development, utility or street construction will be allowed and no building permits will be issued unless the Plat is in full compliance with the approved erosion control plan and storm water control measures are in place. 17. GRADING PLAN AND CERTIFICATION. The Plat shall be graded in accordance with the approved grading plan, stormwater control measures and erosion control plan as set forth in Plan "B". The plan shall conform to City of Monticello specifications. Within thirty (30) days after completion of the grading and before the City approves individual building permits (except as permitted by this agreement or the Building Official), the Developer shall provide the City with an "as constructed" grading plan certified by a registered land surveyor or engineer that all ponds, swales, and ditches have been constructed on public easements or land owned by the City. Additionally, the "as constructed" grading plan will include a certification that the grading following construction activities has been undisturbed or has been returned to the state required in the grading plan. The "as constructed" plan shall include field verified elevations of the following: a) cross sections of ponds; b) location and elevations along all swales, wetlands, wetland mitigation areas if any, ditches, locations and dimensions of borrow areas/stockpiles, and installed "conservation area" posts; and c) lot corner elevations, and building pads. The City will withhold issuance of building permits until the approved certified grading plan is on file 8 220431v1112044v4 with the City and all erosion control measures are in place as determined by the City Engineer. The Developer certifies to the City that all lots with building footings placed on fill have been monitored and constructed to meet or exceed applicable specifications. 18. CLEAN UP. The Developer shall clean dirt and debris from streets that has resulted from construction work by the Developer, home builders, subcontractors, their agents or assigns. Prior to any construction in the Plat, the Developer shall identify in writing a responsible party and schedule for erosion control, street cleaning, and street sweeping. The Developer shall pay a penalty of $100.00 a day for each calendar day that the streets are not cleaned in accordance with this paragraph. If the Developer repeatedly fails to clean streets in accordance with this paragraph, the City may, in its discretion, perform the work or contract to have the work completed and bill the costs to the Developer. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. If the Developer does not reimburse the City for any cost the City incurred for such work within ten (10) days from the date notice of the amount owed to the City is mailed, the City may draw down the Irrevocable Letter of Credit to pay any costs. No development, utility or street construction will be allowed and no building permits will be issued unless the Plat is in full compliance with the requirements of this paragraph. 19. OWNERSHIP OF IMPROVEMENTS. Upon completion of the work and construction required by this Contract, the watermain improvements lying within public easements shall become City property without further notice or action. The storm sewer, parking lot lighting and individual water and sanitary sewer services are privately owned and maintained. 20. CITY PLANNING, LEGAL AND ADMINISTRATION. A. The Developer shall submit an escrow deposit for fees for City staff administration and City planning -related expenses associated with processing of the Plat, PUD and associated administration. 9 220431v1112044v4 Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be one percent (1.0%) of the estimated construction cost of the Public Improvements and Grading, assuming normal construction and project scheduling. Developer will provide a $2,000.00 escrow, which is separate and in addition to any other escrow funds for this Development. This amount is subject to reconciliation based on actual costs at the completion of the project. B. The Developer shall submit an escrow deposit for fees relating to City legal -related expenses associated with the Plat and PUD development. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be one percent (1.0%) of the estimated construction cost of the Public Improvements and Grading, assuming normal construction and project scheduling. Developer will provide a $2,000.00 escrow, which is separate and in addition to any other escrow funds for this Development. This amount is subject to reconciliation based on actual costs at the completion of the project. C. The fees owed by the Developer to the City under this Section shall be paid from the escrow amounts. Any amounts not utilized from the escrow account shall be returned to the Developer when all the Development has been completed in accordance with this Agreement. If additional escrow amounts are required for such costs incurred beyond the escrow deposit, the Developer shall be billed directly for such costs and there shall be no issuance of occupancy permits until all such obligations have been fully paid. 21. CITY ENGINEERING ADMINISTRATION AND CONSTRUCTION OBSERVATION. A. The Developer shall pay a fee for the City's engineering administration as related to the Public Improvements. City engineering administration will include monitoring of construction observation related to Public Improvements, consultation with Developer and its engineer on status or problems regarding the project, coordination for final inspection and acceptance, project monitoring during the 10 220431v1112044v4 warranty period, and processing of requests for reduction in security. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be four percent (4.0%), of the estimated construction cost of the Public Improvements, assuming normal construction and project scheduling. Developer will provide a $2,000.00 escrow, which is separate and in addition to any other escrow funds for this Development, to pay the fees owed to the City under this Section. The Developer shall pay for construction observation performed by the City's consulting engineer. Construction observation shall include part or full-time inspection of proposed public utilities and will be billed on standard hourly rates per City's adopted fee schedule. The cost of the construction observation is included in the four (4%) estimate. B. The Developer shall pay a fee for the City's engineering administration as related to grading and restoration of the subject property. City engineering administration will include monitoring of construction observation related to grading and restoration of the site, consultation with Developer and their engineer on status or problems regarding the project, coordination for final inspection and acceptance, and processing of requests for reduction in security. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be three percent (3.0%), of the estimated construction cost of the subject property grading and restoration cost, assuming normal construction and project scheduling. Developer will provide a $2,000.00 escrow, which is separate and in addition to any other escrow funds for this Development. The Developer shall pay for construction observation performed by the City's consulting engineer. Construction observation shall include part or full-time inspection of proposed public utilities and will be billed on standard hourly rates per City's adopted fee schedule. C. The fees owed by the Developer to the City under this Section shall be paid from the escrow amounts. Any amounts not utilized from the escrow account shall be returned to the Developer when all the Development has been completed in accordance with this Agreement. If additional escrow amounts are 11 220431v1112044v4 required for such costs incurred beyond the escrow deposit, the Developer shall be billed directly for such costs and there shall be no issuance of occupancy permits until all such obligations have been fully paid. 22. CLAIMS. In the event that the City receives claims from labor, materialmen, or others that work required by this Contract has been performed, the sums due them have not been paid, and the laborers, materialmen, or others are seeking payment from the City, the Developer hereby authorizes the City to commence an Interpleader action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the District Courts, to draw upon the letters of credit in an amount up to 125 percent of the claim(s) and deposit the funds in compliance with the Rule, and upon such deposit, the Developer shall release, discharge, and dismiss the City from any further proceedings as it pertains to the letters of credit deposited with the District Court, except that the Court shall retain jurisdiction to determine attorneys' fees pursuant to this Contract. 23. STORM SEWER AREA TRUNK AREA CHARGE. The Development is subject to a storm sewer area charge of $19,012.40. The area charge is based on the net area of the final Plat less any area credit for pond area, and is calculated as follows: 2.2 acres x $4,396.00 (Base Fee/Net Acre) _ $9,671.20 2.2 acres x $4,505.00 (Alternate Fee/Net Acre) _ $9,911.40 The total storm sewer area charge for the Development of $19,012.40 shall be paid at prevailing rate at the time of recording of the final plat and shall be assessed against the property if not paid by the Developer in cash at the time of final Plat approval at Developer's option. If assessed, an interest rate of 2% over prime as published in the Wall Street Journal at the time of assessment per annum on the remaining principal balance each year shall apply. 12 220431v1112044v4 24. SANITARY SEWER TRUNK AREA CHARGE. The Development is subject to a sanitary sewer area charge of $153,024.00. The area charge is based on a per unit basis of the final Plat and is calculated as follows: 96 units x $1,641.00 per unit = $157,536.00 The Developer shall be paid at prevailing rate at the time of recording of the final plat and shall be assessed or shall pay the sanitary sewer area charge in cash at the time of final Plat approval at Developer's option. If assessed, an interest rate of 2% over prime as published in the Wall Street Journal at the time of assessment per annum on the remaining principal balance each year shall apply. 25. WATER MAIN AREA TRUNK CHARGE. The Development is subject to a water main area charge of $113,472.00. The area charge is based on a per unit basis of the final Plat and is calculated as follows: 96 units x $1,182.00 per unit = $113,472.00 The Developer shall be paid at prevailing rate at the time of recording of the final plat and shall be assessed or shall pay the sanitary sewer area charge in cash at the time of final Plat approval at Developer's option. If assessed, an interest rate of 2% over prime as published in the Wall Street Journal at the time of assessment per annum on the remaining principal balance each year shall apply. 26. PARK DEDICATION. Developer shall pay a cash payment in lieu of land according to the City's schedule. The Developer shall pay $26,947.20 in satisfaction at the time of platting in satisfaction of park dedication requirements. The Developer shall be assessed or shall pay the park dedication in cash at the time of final Plat approval at Developer's option. If assessed, an interest rate of 2% over prime as published in the Wall Street Journal at the time of assessment per annum on the remaining principal balance each year shall apply. 13 220431v1112044v4 27. LANDSCAPING. The Developer shall follow all requirements of the City's Zoning Ordinance requirements and the City approved Landscape Plan. 28. SPECIAL PROVISIONS. The following special provisions shall apply to Plat development: A. Implementation of the recommendations listed in the City Engineer's Letters dated December 2 d, 2021 and February 22nd, 2022. B. Implementation of the recommendations listed in the Fire Chief and Fire Marshal's Letter dated February 24, 2022. C. Implementation of the recommendations of City Resolution 2022 -XX for PUD Adjustment adopted by the City Council on October 24, 2022, and City Resolution 2022-23, City Resolution 2022-24, and City Resolution 2022-25 including the City Staff's recommendations listed in Exhibit Z. D. Implementation of the recommendations from the Planning Commission Staff Report and the Planning Commission Minutes dated December 7th, 2021. E. Verification that all easements and association maintenance aspects of the mixed- use Outlot A area are addressed to the satisfaction of the City Attorney. F. The applicant is required to supply a cross -parking agreement with the adjacent office building over Outlot A. Submittal of association and/or common area easement documents is required. The documents shall be subject to the review and comment of the City Attorney. G. The applicant executes and records into a PUD and Plat development agreement at the time of final plat. 14 220431v1112044v4 H. An encroachment agreement for development encroachments within the easterly drainage and utility easement, for the entrance monument area and Outlot A shall be executed and recorded. I. A stormwater maintenance and easement agreement will also be required as a condition of plat approval and is shall be subject to the review and comment of the city Engineer and City Attorney. J. The Preliminary and Final plat shall include all easements, including perimeter easements per the direction of the City Engineer. K. Each of the underground parking spaces are included in the rent set for specific units. L. Prior to City Council approval of the final Plat, the Developer shall furnish a boundary survey of the proposed property to be platted with all property corner monumentation in place and marked with lath and a flag. Any encroachments on or adjacent to the property shall be noted on the survey. The Developer shall post a $600.00 security for the final placement of interior subdivision iron monuments at property corners. The security was calculated as follows: 2 units at $300.00 per unit. The security will be held by the City until the Developer's land surveyor certifies that all irons have been set following site grading and utility and street construction. In addition, the certificate of survey must also include a certification that all irons for a specific lot have either been found or set prior to the issuance of a building permit for that lot. M. The Developer is required to submit the final Plat in electronic format. The electronic format shall be either AutoCAD.DWG file or a .DXF file. All construction record drawings (e.g., grading, utilities, and streets) shall be in electronic format in accordance with standard City specifications. The Developer shall also submit one complete set of reproducible construction plans on Mylar. 15 220431v1112044v4 29. SUMMARY OF SECURITY REQUIREMENTS. A. To guarantee compliance with the terms of this agreement, payment of real estate taxes including interest and penalties, payment of special assessments, payment of the costs of all Public Improvements, and construction of all Public Improvements, the Developer shall furnish the City with a letter of credit from a bank (security) for $19,058.75, plus a cash fee of $8,000.00 for City engineering, expenses and administration. The irrevocable letter of credit or other security deemed acceptable to the City is referred to throughout this Agreement as the "Security". The Security shall be in the form attached hereto as Exhibit `B", from a bank approved by the City. The bank shall be authorized to do business in the State of Minnesota, and shall provide a Minnesota office for presentment of the Letter of Credit or other alternative acceptable to the City. The Security shall extend through completion and acceptance (including the expected warranty period) by the City of the Development Work. The amount of the Security was calculated as follows: CONSTRUCTION COSTS: Watermain $ 14,947.00 CONSTRUCTION SUB -TOTAL (ESTIMATED) $ 14,947.00 Lot Corners/Iron Monuments $ 300.00 TOTAL COSTS $14,947.00 TOTAL SECURITIES: Total Costs X 125% $19,058.75 This breakdown is for historical reference; it is not a restriction on the use of the Security. The bank shall be subject to the approval of the City Administrator. The Security shall be for a term ending when maintenance bond is posted. Individual security instruments may be for shorter terms provided they are automatically renewed on an annual basis until expiration. The City may draw down the Security with 30 days written notice to Developer, for any violation of the terms of this Contract or if the Security is allowed to lapse prior to the end of the required term. If the required Public Improvements are not 16 220431v1112044v4 completed at least thirty (30) days prior to the renewal of the Security, the City may also draw it down. If the Security is drawn down, the proceeds shall be used to cure the default. Upon receipt of proof satisfactory to the City that work has been completed and financial obligations to the City have been satisfied, with City approval the Security may be reduced from time to time by ninety percent (90%) of the financial obligations that have been satisfied. Ten percent (10%) of the amounts certified by the Developer's engineer shall be retained as Security until all improvements have been completed, all financial obligations to the City satisfied, the required "as constructed" plans have been received by the City, a warranty security is provided, and the Public Improvements are accepted by the City Council. B. To guarantee compliance with the terms of this agreement, the Developer shall furnish the City with another letter of credit, in the form attached hereto, from a bank ("security") for $315,106.25 for site landscaping and grading. The amount of the security was calculated as follows: Landscaping Grading TOTAL $ 307,606.25 $ 7,500.00 $ 315,106.25 30. SUMMARY OF CASH REQUIREMENTS. The following is a summary of the cash requirements under this Contract which must be furnished to the City prior to the time of final Plat approval: Legal (1%) $ 2,000.00* City Administration and Planning (1%) $ 2,000.00* Engineering and Inspection (3%) Grading/Restoration & Erosion & Sediment Control Inspection Fee (3% of grading) $ 2,000.00* Streets and Utilities Review & Inspection (4%) $ 2,000.00* Total Cash Requirements S 8,000.00' * Fees reconciled to actual expenses at close of project. 17 220431v1112044v4 31. WARRANTY. The Developer warrants all improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. The warranty period for Public Improvements and underground utilities is two years and shall commence following completion and acceptance by City Council. The Developer or its Contractors shall post maintenance bonds in the amount of twenty-five percent (25%) of final certified construction costs to secure the warranties. Maintenance Bonds of the prime contractor may be accepted subject to City approval. The City shall retain ten percent (10%) of the security posted by the Developer until the maintenance bonds are furnished the City or until the warranty period expires, whichever first occurs. The retainage may be used to pay for warranty work. The City standard specifications for utilities construction identify the procedures for final acceptance of utilities. 32. RESPONSIBILITY FOR COSTS. A. Except as otherwise specified herein, the Developer shall pay all actual costs incurred by it or the City in conjunction with the development of the Plat, including but not limited to Soil and Water Conservation District charges, legal, planning, engineering and inspection expenses incurred in connection with approval and acceptance of the Plat, the preparation of this Contract, review of construction plans and documents, and all costs and expenses incurred by the City in monitoring and inspecting development of the Plat. The Developer shall deposit with the City the amount set forth in Section 30 to be used for the payment of these fees and enforcement fees. If the amount in the deposit account drops below 15% of the initial amount, the Developer will make additional deposits in amounts set by the City. At the completion of the project and following payment of all expenses related to the project, the City shall return the remaining deposit funds to the Developer. B. The Developer shall hold the City and its officers, employees, and agents harmless from claims made by it and third parties for damages sustained or costs incurred resulting from plat 18 220431v1112044v4 approval and development. The Developer shall indemnify the City and its officers, employees, and agents for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including reasonable attorneys' fees and costs. C. The Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. D. The Developer shall pay, or cause to be paid when due, and in any event before any penalty is attached, all special assessments referred to in this Contract. The Developer hereby waives all assessment notice and hearing requirements. If the Developer elects to have the charges set forth in this contract assessed to the properties herein, the assessment shall be payable over a ten year period, in ten equal principal installments, plus interest at 2% over prime as published in the Wall Street Journal at the time of assessment per annum on the remaining principal balance each year. Interest will begin to accrue on the principal balance commencing on the date of final Plat approval by the City of Monticello or the date of this contract, whichever is later. E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. If the bills are not paid on time, the City may halt Plat development and construction until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of eighteen percent (18%) per year. F. In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as but not limited to sewer availability charges ("SAC"), City water connection charges, City sewer connection charges, and building permit fees. G. If the Developer is dedicating property to the City to satisfy Park Dedication requirements, separate legal descriptions shall be developed for these properties and quitclaim deeds shall 19 220431v1112044v4 be executed for each of the transactions. The Developer agrees to pay all real estate taxes due or payable on outlots transferred to the City for the period up to the time the outlots become tax exempt. 33. DEVELOPER'S DEFAULT. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer, except in an emergency as determined by the City, is first given notice of the work in default, not less than forty- eight (48) hours in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 34. MISCELLANEOUS. A. The Developer represents to the City that the Plat complies with all city, county, metropolitan, state, and federal laws and regulations, including but not limited to: subdivision ordinances, zoning ordinances, and environmental regulations. If the Plat ceases to comply with county, metropolitan, state and federal laws and regulations, the City may, at its option, refuse to allow construction or development work in the Plat until the Developer does comply. Upon the City's demand, the Developer shall cease work until there is compliance. B. Third parties shall have no recourse against the City under this Contract. C. Breach of the terms of this Contract by the Developer shall be grounds for denial of building permits, including lots sold to third parties. D. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. 20 220431v1112044v4 E. If building permits are issued prior to the acceptance of Public Improvements, the Developer assumes all liability and costs resulting in delays in completion of Public Improvements and damage to Public Improvements caused by the City, Developer, its contractors, subcontractors, material men, employees, agents, or third parties. No sewer and water connection permits may be issued and no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities are accepted by the City Engineer. F. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. G. This Contract shall run with the land and may be recorded against the title to the property. The Developer covenants with the City, its successors and assigns, that the Developer is well seized in fee title of the property being final platted and/or has obtained consents to this Contract, in the form attached hereto, from all parties who have an interest in the property; that there are no unrecorded interests in the property being final platted; and that the Developer will indemnify and hold the City harmless for any breach of the foregoing covenants. In the event this Contract is filed of record, upon compliance of all terms herein by Developer, the City shall file a termination of record. H. Developer or its prime contractor shall take out and maintain or cause to be taken out and maintained until one (1) month after the City has accepted the Public Improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developer's work or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than $500,000 for 21 220431v1112044v4 one person and $1,000,000 for each occurrence; limits for property damage shall be not less than $200,000 for each occurrence; or a combination single limit policy of $1,000,000 or more. The City shall be named as an additional insured on the policy, and the Developer shall file with the City a certificate evidencing coverage prior to the City signing the Plat or when any construction commences, whichever later occurs. The certificate shall provide that the City must be given ten (10) days advance written notice of the cancellation of the insurance. I. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. J. The Developer may not assign this Contract without the written permission of the City Council, unless such assignment is to a principal of Developer or another entity in which the Developer is a principal. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells part or parts of the platted land, until all conditions of assignment are met. K. Retaining walls that require a building permit shall be constructed in accordance with plans and specifications prepared by a structural or geotechnical engineer licensed by the State of Minnesota. Following construction, a certification signed by the design engineer shall be filed with the City Engineer evidencing that the retaining wall was constructed in accordance with the approved plans and specifications. All retaining walls, the development plans, or special conditions referred to in this Contract required to be constructed shall be constructed before any other building permit is issued for a lot on which a retaining wall is required to be built. 22 220431v1112044v4 35. NOTICES. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: 900 American Boulevard East, Suite 300, Bloomington, MN 55420. Notices to the City shall be in writing and shall be either hand delivered to the City Administrator, or mailed to the City by certified mail in care of the City Administrator at the following address: Monticello City Hall, 505 Walnut Street, Suite 1, Monticello, Minnesota 55362, with a copy to the City Attorney by regular mail at: Campbell Knutson, P.A., Grand Oak Office Center I, 860 Blue Gentian Road, #290, Eagan, Minnesota 55121. Remainder of page intentionally left blank. Signatures on the following pages. 23 220431v1112044v4 CITY OF MONTICELLO (SEAL) And STATE OF MINNESOTA ) ( ss. COUNTY OF WRIGHT ) Lloyd Hilgart, Mayor Rachel Leonard, City Administrator The foregoing instrument was acknowledged before me this day of , 2023, 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 DRAFTED BY: Campbell Knutson Professional Association Grand oak Office Center I 860 Blue Gentian Road, #290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ 24 220431v1112044v4 DEVELOPER: APARTMENTS MONTICELLO LLC Its: STATE OF MINNESOTA ) ( ss. COUNTY OF The foregoing instrument was acknowledged before me this 2023, by , the a Minnesota limited liability company, on behalf of the entity. Notary Public DRAFTED BY: Campbell Knutson Professional Association Grand oak Office Center I 860 Blue Gentian Road, #290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ/smt day of , of Apartments Monticello LLC, 25 220431v1112044v4 EXHIBIT "A" Legal description Outlot A, Monticello Business Center Sixth Addition, Wright County, Minnesota, according to the recorded plat thereof. 26 220431v1112044v4 EXHIBIT "B" IRREVOCABLE LETTER OF CREDIT No. _ Date: TO: City of Monticello 505 Walnut Street Monticello, Minnesota 55362 Dear Sir or Madam: We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable Letter of Credit in the amount of $ , available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. , dated , 2 , of (Name of Bank) " b) Be signed by the Mayor or City Administrator of the City of Monticello. c) Be presented for payment at )Address of Bank) , on or before 4:00 p.m. on November 30, 2007. This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty-five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written notice to the Monticello City Administrator that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty- five (45) days prior to the next annual renewal date addressed as follows: Monticello City Administrator, Monticello City Hall, 505 Walnut Street, Monticello, MN 55362, and is actually received by the City Administrator at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. :• Its 27 220431v1112044v4 CERTIFICATE OF INSURANCE PROJECT: CERTIFICATE HOLDER: City of Monticello 505 Walnut Street Monticello, Minnesota 55362 INSURED: ADDITIONAL INSURED: City of Monticello AGENT: WORKERS' COMPENSATION: Policy No. Effective Date: Expiration Date: Insurance Company: COVERAGE - Workers' Compensation, Statutory. GENERAL LIABILITY: Policy No. Effective Date: Expiration Date: Insurance Company: () Claims Made () Occurrence LIMITS: [Minimum] Bodily Injury and Death: $500,000 for one person $1,000,000 for each occurrence Property Damage: $200,000 for each occurrence -OR- Combination Single Limit Policy $1,000,000 or more COVERAGE PROVIDED: Operations of Contractor: YES Operations of Sub -Contractor (Contingent): YES 28 220431v1112044v4 Does Personal Injury Include Claims Related to Employment? YES Completed Operations/Products: YES Contractual Liability (Broad Form): YES Governmental Immunity is Waived: YES Property Damage Liability Includes: Damage Due to Blasting YES Damage Due to Collapse YES Damage Due to Underground Facilities YES Broad Form Property Damage YES AUTOMOBILE LIABILITY: Policy No. Effective Date: Insurance Company: (X) Any Auto LIMITS: [Minimum] Bodily Injury: $500,000 each person Property Damage: $500,000 each occurrence -OR- Combined Single Limit Policy Expiration Date: $1,000,000 each occurrence $1,000,000 each occurrence ARE ANY DEDUCTIBLES APPLICABLE TO BODILY INJURY OR PROPERTY DAMAGE ON ANY OF THE ABOVE COVERAGES: If so, list: Amount: $ [Not to exceed $1,000.00] SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL MAIL TEN (10) DAYS WRITTEN NOTICE TO THE PARTIES TO WHOM THIS CERTIFICATE IS ISSUED. Dated at On MM Authorized Insurance Representative 29 220431v1112044v4 SUMMARY OF EXPENSES/FINANCE PLAN DRAFT v9 - 8/9/23 Total Acres in Development 3.512 gross 2.2 net Total Acres in Phase 3.512 gross 2.2 net Total Units in Development Net Notes Single Family Charge Townhome Escrows based on public improvement costs 96 Multi -Family Total Units in Phase Single Family Townhome $2,000 minimum; Actual; cost reconciled at project completion 96 Multi -Family The storm sewer trunk fee is charged by the net acre which is defined as developable property minus pond acreage (at high water level) and wetlands at the delineation line, rounded to the nearest tenth (1/10th) of an acre." Trunk Area Charges & Park Dedication JL Acreage Acres or Credits Net Notes Charge Units Escrows based on public improvement costs Assessment 1.00% Park &Pathway Dedication $2,000.00 $2,000 minimum; Actual; cost reconciled at project completion City Legal Review and Administration 1.00% $2,000.00 $2,000 minimum; Actual; cost reconciled at project completion Park & Pathway Dedication Park Dedication Required (11%) 0.276 Grading, Restoration & 3.00% Park Dedication Expressed as Value $2,000.00 $2,000 minimum; Actual; cost reconciled at project completion 26,947.20 Based on 2022 assessed value of $342,800 (See PARC) Park Dedication Land Area Provided 0 Streets and Utilities Review & Inspection 4.00% Park Dedication Construction cost credit $2,000.00 $2,000 minimum; Actual; cost reconciled at project completion Total City Fees Paid at prevailing rate at time of platting Total Park Dedication Required $8,000.0 Special Assessments Lift Station NA Paid if applicable Little Mountain Booster Station NA Paid if applicable Sanitary Sewer (unit) $1,641 96 157,536.00 Paid at prevailing rate at time of platting Watermain (unit) $1,182 96 113,472.00 Paid at prevailing rate at time of platting Storm Sewer Base (net acres) $4,396 2.2 9,671.20 Paid at prevailing rate at time of platting Storm Sewer Alternate $4,505 2.2 9,911.00 Pay at final plat or assessed by lot Total amount due at plat/to Assess $317,537.40 Per Lot Assessment based on (#) units $317,537.40 City Review & Inspection Escrows Escrows based on public improvement costs City Planning and Administration 1.00% $2,000.00 $2,000 minimum; Actual; cost reconciled at project completion City Legal Review and Administration 1.00% $2,000.00 $2,000 minimum; Actual; cost reconciled at project completion Engineering and Inspection Grading, Restoration & 3.00% $2,000.00 $2,000 minimum; Actual; cost reconciled at project completion Erosion & Sediment Control Inspection Streets and Utilities Review & Inspection 4.00% $2,000.00 $2,000 minimum; Actual; cost reconciled at project completion Total City Fees $8,000.0 Improvement Construction Costs (Used to Calculate City Fees/Escrows/Securities) Sanitary Sewer Watermain Storm Sewer Roads, Driveways and Sidewalks/Trails Lighting, Street Signage, Mailboxes Construction total (for purpose of calculating other fees) Lot Corners/Iron Monuments $300 2 Total Construction Cost for the purpose of calculating LOC Notes NA $14,947.00 NA NA NA 4,947.00 $300.00 Maximum allowable reduction prior to acceptance and bond 90.00%1 $17,152.88 Estimated site grading cost for calculation of LOC $16,353.00 Landscaping $307,606.26 Based on estimate of landscaping cost $246,085 x 125% Prairie Restoration NA Based on estimate of restoration and maintenance cost Tree Preservation INA 7,500.00 Surety for grading to plan and restoration 5,106 2 0 U 0 z W CO 0 00 co a LO LO z W 0 EL Q W z z 0 0 w D LU D z w Q Q z W X 0 wsb December 16, 2022 Matt Leonard City Engineer/Public Works Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Kjellberg Twin Pines Apartments Final Plat & Civil Plan Review City Project No. 2019-027 WSB Project No. R-014468-000 Dear Mr. Leonard: We have reviewed the revised Kjellberg Twin Pines Final Plat and civil plans submittal dated December 1, 2022, as prepared by Civil Site Group. The engineering plans and documents were reviewed for general conformance with the City of Monticello's general engineering and stormwater treatment standards. We offer the following comments regarding these matters. General & Final Plat 1. Add a note to the plans referencing the City Standard Specifications and Detail Plates. 2. Monticello Business Center 71h Addition already exists as the Aldi site; therefore, the plat name will need to be renamed. Complete. 3. The proposed site is currently platted as Outlot A, Monticello Business Center 61" Addition plat, which includes a blanket drainage and utility easement over the Outlot. The easements will need to be vacated with required easements for the utilities dedicated on the final plat. Applicant noted receipt of these comments in their response dated January 22, 2020 and stated "easements reflect vacation and dedication." 4. The drainage and utility easements shown on the plat need to be revised to remove the easement where the courtyard is located, as that area is no longer being used as an infiltration basin. It appears this has been done, but the easements should also be added to the Utility Plan. Complete. 5. The applicant shall enter into a stormwater maintenance agreement with the City to maintain the infiltration basin and storm sewer system and drainage and utility easements do not need to be platted for these areas. Applicant noted receipt of these comments in their response dated January 22, 2020. 6. A minimum of a 12' drainage and utility easement should be added around the perimeter of the lot. In -progress, the easterly property line easement will need to be 25' due to the existing sanitary sewer main. Complete. K:\014468-000\Admin\Docs\2022-12-02 Submittal (Final Plans)\_2022-12-16 Twin Pines Apts Final Plat - WSB Engineering Review.docx Kjellberg Twin Pines Apartments — WSB Engineering Review December 16, 2022 Page 2 7. Provide confirmation that the easement on the adjacent property to the south allows for grading of the EOF. Also, provide notification to the adjacent property owner of any work occurring within the prescribed easement. In -progress, the applicant stated that they are in the process of obtaining a "grading permit" to work on the adjacent property. 8. Retaining wall and parking lot will require an encroachment agreement. Complete, acknowledged by applicant. Existing Site & Removal Plan (C1.0) 9. The plan notes to remove and salvage the existing hydrants. It is not clear whether the salvaged hydrants will be used onsite. The City's preference is that new hydrants are used with the proposed improvements. Complete, the hydrants are no longer proposed to be salvaged. 10. Verify the phasing of storm sewer removal and installation so that it does not impact drainage to existing buildings and parking area. See comments on plans regarding temporary drainage swale. Site & Paving Plan (C2.0) 11. The applicant should consider creating a separate drive aisle to the proposed apartment building in lieu of accessing the building through the existing parking lots. See planning report Complete, applicant noted that a separate drive aisle is not feasible, but the site was updated to create more pedestrian accessible routes. 12. A sidewalk should extend from the proposed apartment building to the existing pathway along School Blvd. Complete, applicant noted the site plan was updated to include a connecting path from the existing apartment to sidewalk along School Boulevard. 13. Update parking lot to show the correct number of Handicap parking stalls in compliance with ADA regulations. Complete. 14. Note the location of pedestrian curb ramps and add the appropriate details onto the details sheets. In -progress, some were noted with "ribbon curb" but all of the locations adjacent to the "specialty pavement" location were. Note specifically where "pedestrian curb ramps" are to be located in all cases. Pedestrian curb ramps were identified in some locations but not others. Verify whether additional locations identified on the plans are needed. 15. Add the notation for the signs on the plan view to correspond with what is noted in the legend. Complete. 16. If tip -out curb is proposed, note these locations on the plans. Complete. 17. Coordinate civil and architectural plans to match — irrn^+ly grades are different. In - progress, applicant acknowledged discrepancy. Complete. 18. Add an item in the legend for the specialty pavement and a typical section on the details page. Add a detail for the edging as well, if applicable. Complete. Kjellberg Twin Pines Apartments — WSB Engineering Review December 16, 2022 Page 3 19. It is not clear where the heavy-duty pavement is located (item in legend). Add the hatching to the plan per the geotechnical evaluation and a typical section on the details sheet. Complete, the legend was updated to remove this item. Grading Plan (C3.0) 20. The City's Wellhead Protection Plan identifies this site within the "low vulnerability" DWSMA, but it is outside of the Emergency Response Area (ERA), therefore infiltration is allowed. Residential uses typically do not pose a risk of potential contaminants and will be reviewed at the time of proposed development submittal. Complete, acknowledged by applicant. 21. Label the % grade for the parking lot. The percent grades within the handicapped parking and access isle area cannot exceed 2.0%, note on plans accordingly and confirm the grading in and areas meet this requirement. Similarly, the cross slope on pedestrian routes cannot exceed 2.0%, note the cross slope on the plans. Note the percent grade of the parking entrance driveway and in the rear patio area. Complete. Riprap shall be grouted per City general specifications. Note the quantity proposed at each location Complete. 23. The EOF for the pond is called out as 958.33, please provide information on grading off the site to the south as this limit is cut off on the grading plan. Complete. Provide trench drain design and information on the storm sewer pumping system. The pumping system will need to comply with the Building Code. Complete. 25. Confirm all roof drainage is being directed to the infiltration basis i Complete. 26. Provide documentation that retaining walls greater than 4.0 feet in height are certified by a professional engineer and a building permit has been acquired. A fence or railing is required along the top of the wall, provide standard details. Complete. 27. Verify landscaping on west side of building will not block drainage swale. Complete. 28. Grading plans appear to show slopes steeper than 3:1 at the south of the west wing. Complete. 29. Note EOF and elevations for all low points/catch basins. Complete. 30. There is the potential for a high amount of drainage to be conveyed down the ramp to the underground garage, including overflow/EOF from CBMH 22. Snow, ice, and freeze/thaw cycles could create additional issues with blocking the low -point spillway. Consider widening the spillway entrance and increasing the grade differential from the garage opening to the low point. Complete. Utility Plan (C4.0) 31. The watermain should be looped within site as identified in the original preliminary plat or the applicant shall provide documentation that there is adequate pressure and fire flow to serve the site. Complete. Kjellberg Twin Pines Apartments — WSB Engineering Review December 16, 2022 Page 4 32. The building department will review required fire hydrant location(s) and emergency vehicle access/circulation and will provide comments separately from this letter. The fire hydrant spacing will need to meet the current building code. In -progress, the City staff will provide response under separate cover. 33. Identify irrigation stub locations and submit an irrigation plan to the building department with the building permit. Show the proposed stub location on the Utility and Landscape Plans. In -progress, the applicant stated the contractor will provide this at the time of building permit submittal. 34. Show the drainage and utility easements on the Utility Plan. Easements added to plan but add more easement area around sanitary manhole number 1 to allow for adequate access. Complete. 35. Label the size and type of the proposed watermain loop. Note the sizes of the valves on the plan and class of pipe proposed. Complete. 36. Note the location of the post indicator valve (PIV). Complete, applicant stated that a combined service is proposed and a PIV cannot be installed. 37. A wet -tap connection to the existing watermain does not appear to be needed for the watermain extension. The existing hydrant is being removed; therefore, a gate valve should be installed and the watermain extended. Complete. 38. Identify fire hydrant locations, currently plan states existing hydrants will be salvaged and reinstalled but plan does not show the new locations. Complete. 39. Where sanitary or storm sewer crosses the watermain, note "Maintain 18 -Inch Separation, 4" Rigid Insulation" at each location. Complete. 40. The sewer service and storm sewer pipe crossing appear to be in conflict. Review all conflict points and adjust grades as necessary. Complete. 41. The proposed sanitary sewer line is at a slight skew to the existing main alignment. If possible, this proposed like should have the same alignment as the existing, otherwise a manhole may be required at the connection point. Complete. 42. The existing sanitary manhole on the easterly entrance appears to be located where the new curb is proposed. Consider moving the curb to avoid conflict with the manhole casting. Complete. 43. Confirm that the 8 -inch sanitary sewer size is adequate per Ten State Standards. Complete, applicant stated conformance with mechanical design and plans. 44. Note the pipe material types and strength designation for sanitary sewer pipes (i.e. PVC SDR 35). Complete. 45. The invert of the sanitary sewer stub elevation is higher than the basement floor, consider connecting to a different sanitary manhole with a lower invert to achieve gravity flow. If this is not feasible provide a detail or confirmation that other means will be constructed to connect the garage drains to the sanitary sewer. 46. Add general notes to the utility plans to the effect of: Complete. Kjellberg Twin Pines Apartments — WSB Engineering Review December 16, 2022 Page 5 a. The City of Monticello shall not be responsible for any additional costs incurred that are associated with variations in the utility as -built elevations. All utility connections shall be verified in the field. b. The City, or agents of the City, are not responsible for errors and omissions on the submitted plans. The Owner and Engineer of Record are fully responsible for changes or modifications required during construction to meet the City's standards. c. All watermain and sanitary sewer testing shall be done in accordance with the City of Monticello standards and specifications. Copies of all test results shall be submitted to the City (Public Works Director, City Engineer), the Owner, and the Engineer of Record. d. Watermain shall have a minimum cover of 7.5'. e. The City will require televising for sanitary sewer pipe installations prior to accepting a warrant for the utility system provide report and video files to the City for review. Civil Details Plans (C5.0, C5.1) 47. Use the City standard details for the proposed utility work including sanitary sewer, storm sewer, watermain, or other items to the greatest extent practicable. Complete. 48. Provide details for the proposed retaining walls and safety fence. Complete. SWPPP (SW1.0 - SW1.5) 49. An NPDES/SDS Construction Storm Water General Permit (CSWGP) shall be provided with the grading permit or with the building permit application for review, prior to construction commencing. In -progress, the applicant stated this will be the responsibility of the contactor. 50. Either add a note or clarify the legend that the perimeter control shall be comprised of silt fence. Complete. 51. Show the location of the stabilized construction entrance. Complete. 52. Add BMP such as silt fence or bio -roll at the bottom perimeter of the infiltration basin. Complete. 53. Show the hatching on the plan view for the erosion control blanket locations. Complete. 54. A full review of erosion/sediment control will be conducted with the final plat submittal. Show hatching on plan where this will be required. Complete. 55. Show receiving waters within one mile of the project on the plans. If they do not fit on the plan sheets, use an arrow to denote the direction and distance from the project. Complete. 56. Sheet L1.0 - It is not clear what type of stabilizing cover (e.g., mulch, erosion control blanket, etc.) will be paired with the permanent seed mix for permanent stabilization of the infiltration basin. Include the stabilizing cover type and update estimated quantities for the project. Complete. Kjellberg Twin Pines Apartments — WSB Engineering Review December 16, 2022 Page 6 57. Include note in the SWPPP notes section to prepare and submit a dewatering plan to the City Engineer or their designee for approval prior to initiating dewatering activities on the site. Complete. 58. Include note outlining that the infiltration system cannot be excavated to final grade or within 3 feet of final grade until the contributing drainage area has been constructed and fully stabilized unless rigorous erosion prevention and sediment control practices have been implemented. Complete. 59. Energy dissipation is missing from pipe outlet to SW corner of the infiltration basin (Sheet SW1.1). Upstream inlet (near the outdoor amenity space) is missing inlet protection (Sheet SW1.1). Complete. Traffic & Access 60. The applicant has provided an estimate of the average daily traffic and peak hour traffic generated from the entire site as developed. The existing access from School Boulevard will be utilized. It appears that the existing turn lane configurations on School Blvd have adequate capacity to accommodate the projected volumes from the proposed site. The City is reviewing intersection controls along the School Boulevard corridor to determine if and when any modifications are needed. Future special assessments may apply to the property for future improvements. Complete, applicant noted receipt of these comments from their response dated January 22, 2020. Stormwater Management Plan 61. Provide modeling calculations for the 10 -day snowmelt (7.2") event. CN's should be modified in this model event to 98 to simulate no infiltration/frozen condition- Complete. 62. Provide soil borings to confirm soil type, infiltration rates, and groundwater elevation. Confirm that there is a 3 -foot separation between the bottom of the infiltration areas and the groundwater elevation. Complete. 63. Provide information on proposed storm sewer and discharge to the infiltration basin SM rrMY SEWER ANO STORM SEWER PIAN ,Complete 64. Pretreatment for runoff to infiltration basin is required. Provide pre-treatment device at curb cut before entering the infiltration basin. Complete. Kjellberg Twin Pines Apartments — WSB Engineering Review December 16, 2022 Page 7 65. According to the City's design guidelines, the maximum side slope for the infiltration basin should be 4:1, see Detail 4 on page C5.1. The current plan shows slopes at a 3:1, which is steeper than allowed. Complete. 66. Provide rational method calculations confirming adequacy of the storm sewer design for the 10 -year storm event including the trench drain design. Complete. Water Quality and Volume Reduction: 67 Applicant is required to infiltrate 1.1" over the net new im erviou: Required Infiltration Amount 10,665 cf Proposed Infiltration Amount 10,941 cf area. Complete. 68. The infiltration ponding depth proposed is from elevation 954.33 to 956.13 or 1.8 ft. An infiltration rate of 0.45 in/hr has been assumed in the HydroCAD model. In a 48 hr period, the amount of drawdown equates to 1.8 -feet given the infiltration rate of 0.45 in/hr. As shown, the basins will drawdown within a 48-hour period. Geotechnical borings need to be submitted to confirm soil type, infiltration rates, and groundwater elevation. Confirm that there is a 3 -foot separation between the bottom of the infiltration areas and the groundwater elevation. Complete. Rate Control: 69. The site will utilize the regional basin for rate control. The regional basin assumed that this site would have a curve number of 72, the actual curve number for this development is 83. Therefore, the site has provided rate control for the difference between curve number 72 and 83. The difference was determined by the applicant as a 100 -yr rate of 4,413 cf/acre. Applying this to the entire site identifies that 19,409 cf of storage is required for rate control on this site. This storage volume is met in the infiltration basin. The rate control requirement has been met with the proposed pond and the regional pond. The site utilizes the regional pond for overall rate control, therefore alternate ponding fees for the site are applicable. Complete. Freeboard: 70. The EOF of 958.33 does not provide the required freeboard of at least 2ft to the building low opening of 959.83; the minimum elevation would need to be 960.33. 71. The FFE of 971.00 and low opening elevation of 960.33 are more than the required 2 feet above the HWL of 957.70. Complete. Kjellberg Twin Pines Apartments — WSB Engineering Review December 16, 2022 Page 8 Please have the applicant provide a written response addressing the comments above. Feel free to contact me at 612-419-1549 if you have any questions or comments regarding the engineering review. Sincerely, WSB L James L. Stremel, P.E. Senior Project Manager 2 0 U 0 z W CO 0 00 co a LO LO z W 0 EL Q W z z 0 0 w D LU D z w Q Q z W X 0 wsb February 2, 2023 Matt Leonard City Engineer/Public Works Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Kjellberg Twin Pines Apartments Final Plat & Civil Plan Review City Project No. 2019-027 WSB Project No. R-014468-000 Dear Mr. Leonard: We have reviewed the revised Kjellberg Twin Pines Final Plat and civil plans submittal dated January 6, 2023, as prepared by Civil Site Group. The revised engineering plans and documents were reviewed for general conformance with the City of Monticello's general engineering and stormwater treatment standards. We offer the following comments regarding these matters. General & Final Plat 1. Add a note to the plans referencing the City Standard Specifications and Detail Plates. 2. Monticello Business Center 71h Addition already exists as the Aldi site; therefore, the plat name will need to be renamed. Complete. 3. The proposed site is currently platted as Outlot A, Monticello Business Center 61" Addition plat, which includes a blanket drainage and utility easement over the Outlot. The easements will need to be vacated with required easements for the utilities dedicated on the final plat. Complete, applicant noted receipt of these comments in their response dated January 22, 2020 and stated "easements reflect vacation and dedication." 4. The drainage and utility easements shown on the plat need to be revised to remove the easement where the courtyard is located, as that area is no longer being used as an infiltration basin. It appears this has been done, but the easements should also be added to the Utility Plan. Complete. 5. The applicant shall enter into a stormwater maintenance agreement with the City to maintain the infiltration basin and storm sewer system and drainage and utility easements do not need to be platted for these areas. Complete, applicant noted receipt of these comments in their response dated January 22, 2020. 6. A minimum of a 12' drainage and utility easement should be added around the perimeter of the lot. In -progress, the easterly property line easement will need to be 25' due to the existing sanitary sewer main. Complete. K:\014468-000\Admin\Docs\2023-01-18 Submittal (Final Plans)\_2023-02-02 Twin Pines Apts Final Plat - WSB Engineering Review.docx Kjellberg Twin Pines Apartments — WSB Engineering Review February 2, 2023 Page 2 7. Provide confirmation that the easement on the adjacent property to the south allows for grading of the EOF. Also, provide notification to the adjacent property owner of any work occurring within the prescribed easement. In -progress, the applicant stated that they are in the process of obtaining a "grading permit" to work on the adjacent property. 8. Retaining wall and parking lot will require an encroachment agreement. Complete, acknowledged by applicant. Existing Site & Removal Plan (C1.0) 9. The plan notes to remove and salvage the existing hydrants. It is not clear whether the salvaged hydrants will be used onsite. The City's preference is that new hydrants are used with the proposed improvements. Complete, the hydrants are no longer proposed to be salvaged. 10. Verify the phasing of storm sewer removal and installation so that it does not impact drainage to existing buildings and parking area. See comments on plans regarding temporary drainage swale. Complete. Site & Paving Plan (C2.0) 11. The applicant should consider creating a separate drive aisle to the proposed apartment building in lieu of accessing the building through the existing parking lots. See planning report Complete, applicant noted that a separate drive aisle is not feasible, but the site was updated to create more pedestrian accessible routes. 12. A sidewalk should extend from the proposed apartment building to the existing pathway along School Blvd. Complete, applicant noted the site plan was updated to include a connecting path from the existing apartment to sidewalk along School Boulevard. 13. Update parking lot to show the correct number of Handicap parking stalls in compliance with ADA regulations. Complete. 14. Note the location of pedestrian curb ramps and add the appropriate details onto the details sheets. In -progress, some were noted with "ribbon curb" but all of the locations adjacent to the "specialty pavement" location were. Note specifically where "pedestrian curb ramps" are to be located in all cases. Pedestrian curb ramps were identified in some locations but not others. Verify whether additional locations identified on the plans are needed. Complete. 15. Add the notation for the signs on the plan view to correspond with what is noted in the legend. Complete. 16. If tip -out curb is proposed, note these locations on the plans. Complete. 17. Coordinate civil and architectural plans to match ---+k, +k„ ,. rl� s are different. In - progress, applicant acknowledged discrepancy. Complete. 18. Add an item in the legend for the specialty pavement and a typical section on the details page. Add a detail for the edging as well, if applicable. Complete. Kjellberg Twin Pines Apartments — WSB Engineering Review February 2, 2023 Page 3 19. It is not clear where the heavy-duty pavement is located (item in legend). Add the hatching to the plan per the geotechnical evaluation and a typical section on the details sheet. Complete, the legend was updated to remove this item. Grading Plan (C3.0) 20. The City's Wellhead Protection Plan identifies this site within the "low vulnerability" DWSMA, but it is outside of the Emergency Response Area (ERA), therefore infiltration is allowed. Residential uses typically do not pose a risk of potential contaminants and will be reviewed at the time of proposed development submittal. Complete, acknowledged by applicant. 21. Label the % grade for the parking lot. The percent grades within the handicapped parking and access isle area cannot exceed 2.0%, note on plans accordingly and confirm the grading in and areas meet this requirement. Similarly, the cross slope on pedestrian routes cannot exceed 2.0%, note the cross slope on the plans. Note the percent grade of the parking entrance driveway and in the rear patio area. Complete. Riprap shall be grouted per City general specifications. Note the quantity proposed at each location Complete. 23. The EOF for the pond is called out as 958.33, please provide information on grading off the site to the south as this limit is cut off on the grading plan. Complete. Provide trench drain design and information on the storm sewer pumping system. The pumping system will need to comply with the Building Code. Complete. 25. Confirm all roof drainage is being directed to the infiltration basis i Complete. 26. Provide documentation that retaining walls greater than 4.0 feet in height are certified by a professional engineer and a building permit has been acquired. A fence or railing is required along the top of the wall, provide standard details. Complete. 27. Verify landscaping on west side of building will not block drainage swale. Complete. 28. Grading plans appear to show slopes steeper than 3:1 at the south of the west wing. Complete. 29. Note EOF and elevations for all low points/catch basins. Complete. 30. There is the potential for a high amount of drainage to be conveyed down the ramp to the underground garage, including overflow/EOF from CBMH 22. Snow, ice, and freeze/thaw cycles could create additional issues with blocking the low -point spillway. Consider widening the spillway entrance and increasing the grade differential from the garage opening to the low point. Complete. Utility Plan (C4.0) 31. The watermain should be looped within site as identified in the original preliminary plat or the applicant shall provide documentation that there is adequate pressure and fire flow to serve the site. Complete. Kjellberg Twin Pines Apartments — WSB Engineering Review February 2, 2023 Page 4 32. The building department will review required fire hydrant location(s) and emergency vehicle access/circulation and will provide comments separately from this letter. The fire hydrant spacing will need to meet the current building code. In -progress, the City staff will provide response under separate cover. 33. Identify irrigation stub locations and submit an irrigation plan to the building department with the building permit. Show the proposed stub location on the Utility and Landscape Plans. In -progress, the applicant stated the contractor will provide this at the time of building permit submittal. 34. Show the drainage and utility easements on the Utility Plan. Easements added to plan but add more easement area around sanitary manhole number 1 to allow for adequate access. Complete. 35. Label the size and type of the proposed watermain loop. Note the sizes of the valves on the plan and class of pipe proposed. Complete. 36. Note the location of the post indicator valve (PIV). Complete, applicant stated that a combined service is proposed and a PIV cannot be installed. 37. A wet -tap connection to the existing watermain does not appear to be needed for the watermain extension. The existing hydrant is being removed; therefore, a gate valve should be installed and the watermain extended. Complete. 38. Identify fire hydrant locations, currently plan states existing hydrants will be salvaged and reinstalled but plan does not show the new locations. Complete. 39. Where sanitary or storm sewer crosses the watermain, note "Maintain 18 -Inch Separation, 4" Rigid Insulation" at each location. Complete. 40. The sewer service and storm sewer pipe crossing appear to be in conflict. Review all conflict points and adjust grades as necessary. Complete. 41. The proposed sanitary sewer line is at a slight skew to the existing main alignment. If possible, this proposed like should have the same alignment as the existing, otherwise a manhole may be required at the connection point. Complete. 42. The existing sanitary manhole on the easterly entrance appears to be located where the new curb is proposed. Consider moving the curb to avoid conflict with the manhole casting. Complete. 43. Confirm that the 8 -inch sanitary sewer size is adequate per Ten State Standards. Complete, applicant stated conformance with mechanical design and plans. 44. Note the pipe material types and strength designation for sanitary sewer pipes (i.e. PVC SDR 35). Complete. 45. The invert of the sanitary sewer stub elevation is higher than the basement floor, consider connecting to a different sanitary manhole with a lower invert to achieve gravity flow. If this is not feasible provide a detail or confirmation that other means will be constructed to connect the garage drains to the sanitary sewer. Complete. 46. Add general notes to the utility plans to the effect of: Complete. Kjellberg Twin Pines Apartments — WSB Engineering Review February 2, 2023 Page 5 a. The City of Monticello shall not be responsible for any additional costs incurred that are associated with variations in the utility as -built elevations. All utility connections shall be verified in the field. b. The City, or agents of the City, are not responsible for errors and omissions on the submitted plans. The Owner and Engineer of Record are fully responsible for changes or modifications required during construction to meet the City's standards. c. All watermain and sanitary sewer testing shall be done in accordance with the City of Monticello standards and specifications. Copies of all test results shall be submitted to the City (Public Works Director, City Engineer), the Owner, and the Engineer of Record. d. Watermain shall have a minimum cover of 7.5'. e. The City will require televising for sanitary sewer pipe installations prior to accepting a warrant for the utility system provide report and video files to the City for review. Civil Details Plans (C5.0, C5.1) 47. Use the City standard details for the proposed utility work including sanitary sewer, storm sewer, watermain, or other items to the greatest extent practicable. Complete. 48. Provide details for the proposed retaining walls and safety fence. Complete. SWPPP (SW1.0 - SW1.5) 49. An NPDES/SDS Construction Storm Water General Permit (CSWGP) shall be provided with the grading permit or with the building permit application for review, prior to construction commencing. In -progress, the applicant stated this will be the responsibility of the contactor. 50. Either add a note or clarify the legend that the perimeter control shall be comprised of silt fence Complete. 51. Show the location of the stabilized construction entrance. Complete. 52. Add BMP such as silt fence or bio -roll at the bottom perimeter of the infiltration basin. Complete. 53. Show the hatching on the plan view for the erosion control blanket locations. Complete. 54. A full review of erosion/sediment control will be conducted with the final plat submittal. Show hatching on plan where this will be required. Complete. 55. Show receiving waters within one mile of the project on the plans. If they do not fit on the plan sheets, use an arrow to denote the direction and distance from the project. Complete. 56. Sheet L1.0 - It is not clear what type of stabilizing cover (e.g., mulch, erosion control blanket, etc.) will be paired with the permanent seed mix for permanent stabilization of the infiltration basin. Include the stabilizing cover type and update estimated quantities for the project. Complete. Kjellberg Twin Pines Apartments — WSB Engineering Review February 2, 2023 Page 6 57. Include note in the SWPPP notes section to prepare and submit a dewatering plan to the City Engineer or their designee for approval prior to initiating dewatering activities on the site. Complete. 58. Include note outlining that the infiltration system cannot be excavated to final grade or within 3 feet of final grade until the contributing drainage area has been constructed and fully stabilized unless rinnrni is erosion prevention and sediment control practices have been implemented. Complete. 59. Energy dissipation is missing from pipe outlet to SW corner of the infiltration basin (Sheet SW1.1). Upstream inlet (near the outdoor amenity space) is missing inlet protection (Sheet SW1.1). Complete. Traffic & Access 60. The applicant has provided an estimate of the average daily traffic and peak hour traffic generated from the entire site as developed. The existing access from School Boulevard will be utilized. It appears that the existing turn lane configurations on School Blvd have adequate capacity to accommodate the projected volumes from the proposed site. The City is reviewing intersection controls along the School Boulevard corridor to determine if and when any modifications are needed. Future special assessments may apply to the property for future improvements. Complete, applicant noted receipt of these comments from their response dated January 22, 2020. Stormwater Management Plan 61. Provide modeling calculations for the 10 -day snowmelt (7.2") event. CN's should be modified in this model event to 98 to simulate no infiltration/frozen conditior Complete. 62. Provide soil borings to confirm soil type, infiltration rates, and groundwater elevation. Confirm that there is a 3 -foot separation between the bottom of the infiltration areas and the groundwater elevation Complete. 63. Provide information on proposed storm sewer and discharge to the infiltration basin SM rrMY SEWER ANO STORM SEWER PIAN ,Complete 64. Pretreatment for runoff to infiltration basin is required. Provide pre-treatment device at curb cut before entering the infiltration basin. Complete. Kjellberg Twin Pines Apartments — WSB Engineering Review February 2, 2023 Page 7 65. According to the City's design guidelines, the maximum side slope for the infiltration basin should be 4:1, see Detail 4 on page C5.1. The current plan shows slopes at a 3:1, which is steeper than allowed Complete. 66. Provide rational method calculations confirming adequacy of the storm sewer design for the 10 -year storm event including the trench drain design. Complete. Water Quality and Volume Reduction: 67 Applicant is required to infiltrate 1.1" over the net new im erviou: Required Infiltration Amount 10,665 cf Proposed Infiltration Amount 10,941 cf area. Complete. 68. The infiltration ponding depth proposed is from elevation 954.33 to 956.13 or 1.8 ft. An infiltration rate of 0.45 in/hr has been assumed in the HydroCAD model. In a 48 hr period, the amount of drawdown equates to 1.8 -feet given the infiltration rate of 0.45 in/hr. As shown, the basins will drawdown within a 48-hour period. Geotechnical borings need to be submitted to confirm soil type, infiltration rates, and groundwater elevation. Confirm that there is a 3 -foot separation between the bottom of the infiltration areas and the groundwater elevation. Complete. Rate Control: 69. The site will utilize the regional basin for rate control. The regional basin assumed that this site would have a curve number of 72, the actual curve number for this development is 83. Therefore, the site has provided rate control for the difference between curve number 72 and 83. The difference was determined by the applicant as a 100 -yr rate of 4,413 cf/acre. Applying this to the entire site identifies that 19,409 cf of storage is required for rate control on this site. This storage volume is met in the infiltration basin. The rate control requirement has been met with the proposed pond and the regional pond. The site utilizes the regional pond for overall rate control, therefore alternate ponding fees for the site are applicable. Complete. Freeboard: 70. The EOF of 958.33 does not provide the required freeboard of at least 2ft to the building low opening of 959.83; the minimum elevation would need to be 960.33. Complete. 71. The FFE of 971.00 and low opening elevation of 960.33 are more than the required 2 feet above the HWL of 957.70. Complete. Kjellberg Twin Pines Apartments — WSB Engineering Review February 2, 2023 Page 8 Please have the applicant provide a written response addressing the comments above. Feel free to contact me at 612-419-1549 if you have any questions or comments regarding the engineering review. Sincerely, WSB L James L. Stremel, P.E. Senior Project Manager § 152.027 PROCEDURE FOR FINAL PLAT. (A) Filing. (1) After the preliminary plat has been approved, the final plat shall be submitted for review as set forth in the divisions which follow. The city may agree to review the preliminary and final plat simultaneously. The final plat shall incorporate all changes, modifications, and revisions required by the city. Otherwise, it shall strictly conform to the approved preliminary plat. (2) The application for final plat shall be accompanied by electronic and print copies of a preliminary plat and supportive information in conformity with requirements of this chapter and application checklists. (B) Approval of the City Council. (1) The final plat shall be submitted to the Zoning Administrator for distribution to the City Council and appropriate city staff. The city staff shall examine the final plat and prepare a recommendation to the Council. The Council shall certify final approval within 60 days if the applicant has complied with all conditions and requirements of applicable regulations and conditions and requirements of the preliminary plat approval. (2) If approved, the final plat and development agreement shall be approved by resolution, which resolution shall provide for the acceptance of all agreements for basic improvements, public dedication, and other requirements as indicated by the City Council. If disapproved, the grounds for any refusal to approve a plat shall be set forth in the proceedings of the Council and reported to the person or persons applying for such approval. (C) Development agreement. Before a final plat is approved by the City Council and prior to recording or registering a final plat, the owner or subdivider of the land covered by the plat shall execute and submit to the Council an agreement, which shall be binding on his, her, or their heirs, personal representatives, and assigns, which embodies the terms and conditions of the approval given by the Council, including, but not limited to, requirements set forth in this chapter and which controls the installation of all required improvements. The agreement will require all improvements in compliance with approved engineering standards and applicable regulations. Said development agreement shall provide for the supervision and inspection of the construction by the City Engineer and shall provide for the fees and securities in connection to the improvements. (D) Existing special assessments. When any existing special assessments which have been levied against the property described are to be divided and allocated to the respective lots in the proposed plat, city staff shall: (1) Estimate the clerical cost of preparing a revised assessment role; (2) File the same with the County Auditor; and (3) Make such division and allocation. (E) Recording final plat. (1) If the final plat and development agreement are approved by the City Council, the applicant shall record them with the County Recorder within 100 days after the approval or approval of the final plat shall be considered void, unless a request for a time extension is submitted in writing and approved by the Council. The applicant shall, immediately upon recording, furnish the Zoning Administrator with a print and reproducible tracing of the final plat showing evidence of the recording. (2) A final plat will not be released by the city for recording purposes until the applicant has satisfied applicable ministerial requirements of this chapter, including payment of fees, execution of a developer's agreement, deposit of surety, letters of credit, Mylar copies of the final plat, easement and deed documents, and all other requirements of approval by resolution. (3) No building permits shall be let for construction of any structure on any lot in the plat until the construction plans have been approved by the city, the city has received evidence of the plat and development agreement being recorded by the county and the provisions of the subdivision's development agreement have been satisfactorily met. (F) Recording of multiple -phased plats. If a preliminary plat is final platted in stages, unless otherwise provided for in the development contract, all stages must be final platted into lots and blocks (not outlots) within three years after the preliminary plat has been approved by the City Council. If the final plats are not approved and recorded in accordance with this time frame, the preliminary plat approval shall be considered void, unless a request for time extension is submitted in writing and approved by the Council prior to the expiration of the three-year period. (G) Extension. Within 30 days of the deadline of recording of the final plat, the applicant may file with the Zoning Administrator a written request that said deadline be extended six months beyond the date the extension is granted. The Zoning Administrator shall place the request on the agenda of a regularly scheduled City Council meeting to be held within 30 days of the extension filing if in their opinion no change has occurred in any land use restriction or the Comprehensive Plan, or any other official control affecting the use, development density, lot size, lot layout, or dedication or platting required or permitted by the preliminary plat. City Council Agenda: 08/14/23 2L. Consideration to adopt Resolution No. 2023-71 calling for a public hearing on August 28, 2023, for the purpose of establishing an Interim Ordinance Prohibiting the Operation of Cannabis Businesses. Prepared by: Meeting Date: ® Consent Agenda Item Community Development Director, City 08/14/23 ❑ Regular Agenda Item Clerk Reviewed by: Approved by: City Attorney City Administrator ACTION REQUESTED Motion to adopt Resolution No. 2023-71 calling for a public hearing on August 28, 2023, for the purpose of establishing an Interim Ordinance Prohibiting the Operation of Cannabis Businesses. REFERENCE AND BACKGROUND City Council is asked to call for a public hearing on an Interim Ordinance prohibiting the operation of Cannabis Businesses within the City of Monticello until January 1, 2025. A new law, Minnesota Chapter 342, was enacted at the end of the 2023 legislative session and legalizes adult—use cannabis in Minnesota. The law legalizes the possession, use, manufacturing, and sale of cannabis products within the state. The law also establishes a regulatory framework over the cannabis industry. It establishes the Office of Cannabis Management (OCM), which is charged with enforcing an organized system of regulation for the cannabis industry and the hemp consumer industry. While possession, use, and home growth under the new law became legal effective August 1, 2023, legal sales of cannabis per the law are anticipated to begin in January of 2025. To study the products, uses, and businesses authorized under the law, and the necessity for any regulation and restrictions relating to the sales, testing, manufacturing, and distribution of cannabis -related products and uses, an ordinance prohibiting these uses is recommended at this time. Last year's legislation, related to lower potency hemp products, will also need to be evaluated in terms of municipal impact under the new law. Over the next year, city staff will work with the city attorney and Council to adopt an ordinance that protects the public health, safety and welfare of Monticello residents. The City intends to study the following: City Council Agenda: 08/14/23 • Potential joint powers agreement with Wright County for administration, registration and enforcement, and the role of Wright County absent a joint powers agreement, including that of the County attorney and sheriff's office • City limitations and restrictions as allowed by statute, including direction on the desired number of licenses (no less than 1 per 12,500) and buffer allowances • Understanding of cannabis business licensures as allowed by the new law, along with recommended land use and zoning regulations • Role of Office of Cannabis Management as related to local regulation and enforcement It is important to note that the ordinance for prohibition is specific and applicable to cannabis uses as defined by the new law. Low -potency hemp products were further defined under the new law and are not proposed to be prohibited under the interim ordinance. Rather, those uses will continue to be governed under the prior ordinances adopted by the City Council, which are: 1) An interim ordinance for moratorium on the manufacturing and distribution of THC products. This ordinance remains in effect until August 22, 2023. 2) An ordinance allowing the sale of THC products only at tobacco shops as licensed by Wright County. During the period of the interim ordinance, low -potency hemp uses will also be reviewed and addressed for potential City ordinance amendments. Unlike the interim ordinances for moratorium of certain land uses, the new law requires that the City hold a public hearing prior to considering enaction of an interim ordinance prohibiting cannabis uses. I. Budget Impact: The costs of calling for the hearing are minimal and limited to the publication of the ordinance and preparation of the notice and draft ordinance. The City will incur additional and on-going legal expenses related to the administration and enforcement of the new law. These costs are unknown at this time. II. Staff Workload Impact: 4 hours of staff time to prepare public hearing items. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION Staff recommends calling for the public hearing. The final text of the interim ordinance and length of prohibition under the interim ordinance are to be determined as part of the Council's consideration of the ordinance itself on August 28, 2023. SUPPORTING DATA A. Resolution 2023-71 B. Draft Ordinance CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2023-71 RESOLUTION CALLING FOR A PUBLIC HEARING ON INTERIM ORDINANCE PROHIBITING THE OPERATION OF CANNABIS BUSINESSES WHEREAS, pursuant to Minnesota Statutes, published and posted notice of the hearing; and WHEREAS, a public hearing on an Interim Ordinance Prohibiting the Operation of Cannabis Businesses will be held Monday, August 28, 2023, at 6:30 PM at the Monticello City Hall: NOW THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF MONTICELLO, MINNESOTA: 1. The Council will consider the interim ordinance 14th day of August, 2023 before the City Council in the Council Chambers located at the Monticello Community Center at 6:30 p.m. 2. The City Clerk is hereby directed to give published and posted notice of such hearing as required by law. ADOPTED BYthe City Council of Monticello, Minnesota this 14th day of August, 2023. CITY OF MONTICELLO Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk CITY OF MONTICELLOMONTICELLO WRIGHT COUNTY, MINNESOTA ORDINANCE NO. AN INTERIM ORDINANCE PROHIBITING THE OPERATION OF CANNABIS BUSINESSES The City Council of the City of Monticello Monticellodoes ordain: SECTION 1. FINDINGS AND PURPOSE. A. By enacting 2023 Session Laws Chapter 63, the Minnesota Legislature enacted Minn. Stat. chapter 342, legalizing adult -use cannabis and permitting the operation of cannabis businesses and the sale of cannabis flower and cannabis products for human consumption. This law creates a new agency, the Office of Cannabis Management, to regulate the sales of cannabis products. B. The new law does enact some requirements for production, labeling and testing, and sale of cannabis products at the state government level. However, the new law creates uncertainty that will need to be resolved by the passage of further regulations by the Office. C. The new law establishes that the sale of cannabis products are still subject to local planning and zoning restrictions, and must comply with local zoning code. The new law provides no guidance on how cities are to zone the new businesses, leaving it to local control. D. Pursuant to Minn. Stat. § 342.13, the City is authorized to adopt an interim ordinance protecting the planning process and the health, safety, and welfare of its citizens. Under Section 342.13, such ordinance may remain in effect until January 1, 2025. E. Pursuant to its general police powers, including but not limited to, Minn. Stat. § 421.221, subd. 32, the City may enact regulations regarding to promote the health, safety, order, convenience, and the general welfare of the City. This power permits the City to implement a moratorium to study the sales, testing, manufacturing, and distribution of cannabis products to determine if regulations are necessary for the sake of good order of the City. F. The City Council finds that it is necessary to study the application of 2023 Session Laws Chapter 63, and the products, uses, and businesses related thereto, in order to assess the necessity for and efficacy of regulation and restrictions relating to the sales, testing, manufacturing, and distribution of cannabis flower, cannabis products, and lower -potency products including through zoning ordinances, in order to protect the public health, safety, and welfare of its residents. SECTION 2. DEFINITIONS: The following terms when used in this ordinance shall mean: Official controls. "Official controls" or "controls" means ordinances and regulations which control the physical development of the city or any part thereof or any detail thereof and aabss7vz implement the general objectives of the comprehensive plan. Official controls include ordinances establishing zoning, subdivision controls, site plan regulations, sanitary codes, building codes and official maps. Cannabis Business. "Cannabis Business" has the meaning given in Minn. Stat. § 342.01, subd. 14. Cannabis Flower. "Cannabis Flower" means the harvested flower, bud, leaves, and stems of a cannabis plant. Cannabis Product. "Cannabis Product" means a product infused with cannabinoids, including but not limited to tetrahydrocannabinol (THC), including hemp -derived cannabinoids. SECTION 3. INTENT AND AUTHORIZATION: A. It is the intent of this ordinance to allow the City of Monticello time to complete an in-depth study concerning adoption of revisions of the City's official controls for the manufacturing, testing, distributing, and selling of Cannabis Flower and Cannabis Products, and the operation of Cannabis Businesses. B. City staff is directed and authorized to conduct a study of the City's official controls that may need to be adopted or amended to protect the public health, safety, and welfare as they relate to the manufacturing, testing, distributing, and selling of Cannabis Flower and Cannabis Products, and the operation of Cannabis Businesses. SECTION 4. TEMPORARY PROHIBITION: A. Pending the completion of the above referenced study and the adoption of appropriate official controls, the following is prohibited within the City: The manufacturing, distributing, and selling of Cannabis Flower and Cannabis Products, and the operation of any Cannabis Business. B. This moratorium does not apply to the selling, testing, manufacturing, or distributing of THC Products related to the Medical Cannabis Program as administered by the Minnesota Department of Health, provided that such activity is done in accordance with the regulations and laws of Minnesota regarding Medical Cannabis. SECTION 5. ENFORCEMENT. The City may enforce this Ordinance by mandamus, injunctive relief, or other appropriate civil remedy in any court of competent jurisdiction. The City Council hereby authorizes the City Manager, in consultation with the City Attorney, to initiate any legal action deemed necessary to secure compliance with this Ordinance. A violation of this Ordinance is also subject to the City's general penalty in City Code § 104.100 et seq. 2 226ss7v2 SECTION 6. EFFECTIVE DATE: This ordinance shall take effect immediately upon its passage and shall remain in effect until January 1, 2025, or until the adoption of the official controls being studied, whichever occurs first. ADOPTED this day of , 2023 by the City Council for the City of Monticello. CITY OF MONTICELLO Lloyd Hilgart, Mayor ATTEST: Rachel Leonard, Administrator AYES: NAYS: Passed by the City Council of the City of Monticello, Wright County, Minnesota, this day of 12023. Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk aabss7vz City Council Agenda: 8/14/2023 2M. Consideration of adopting Ordinance No. 806 amending the Monticello Zoning Ordinance to correct the approved language within Ordinance No. 799 as related to R- 1, Single -Family Residence District. Applicant: City of Monticello Prepared by: Meeting Date: ® Consent Agenda Item Community Development Director 8/14/2023 ❑ Regular Agenda Item Reviewed by: Approved by: Community & Economic Development City Administrator Coordinator, Chief Building & Zoning Official Planning Commission recommends approval of the corrective ordinance amendment. Motion to adopt Ordinance No. 808 amending the Monticello Zoning Ordinance for the R-1, Single -Family Residential District, based on findings in Resolution PC -2023-24. REFERENCE AND BACKGROUND Property: Planning Case Number: Request(s): Deadline for Decision: Land Use Designation: Zoning Designation: Overlays/Environmental Regulations Applicable: Current Site Uses: Surrounding Land Uses: Project Description: ANALYSIS City of Monticello 2023-32 Amendments to the Monticello Zoning Ordinance NA Low -Density Residential R-1, Single Family Residence 101"i Mi NA Amendments to the Monticello Zoning Ordinance relating to attached garages in the R-1, Single Family Residence District. In 2023, the City adopted amendments to the Monticello Zoning Ordinance via Ordinance 799 to address changing development patterns and/or clarify portions of the ordinance. City Council Agenda: 8/14/2023 In preparing the lengthy ordinance amendment, the R -A (Residential Amenities) District table was used as the basis for revisions to the R-1 (Single -Family Residence) District. In doing so, the attached garage size standards and house forward design standard were inadvertently and incorrectly left per the R -A requirements rather than reflecting the R-1 standards. The attached garage ordinance standard for R -A properties is 700 square feet. The attached garage ordinance standard for R-1 properties was previously 550 square feet. No change to the 550 square feet was intended with the larger ordinance amendment. As such, staff requests consideration to amend the ordinance to return the R-1 standard to the prior size requirement. The design standard for the R -A District requires that "No portion of any garage space may be more than five feet closer to the street than the front building line of the principal use (including porch)." Previously, the R-1 District did not include that standard. An amendment to add that requirement to the R-1 District was not intended. Staff requests consideration to strike that provision consistent with prior regulations for the R-1 District. Budget Impact: Budget impact is minimal and limited to the cost of publication of the hearing notice and the future update of the code document itself. II. Staff Workload Impact: Staff time on the correction of the amendment is approximately 2 hours in total. III. Comprehensive Plan Impact: Not directly applicable as this is a corrective amendment. PLANNING COMMISSION REVIEW AND RECOMMENDATION The Planning Commission reviewed the corrective amendment on August 1, 2023 and held a public hearing on the request. No public addressed the Commission on the item. The Commission had no questions on the item and recommended approval unanimously. STAFF RECOMMENDED ACTION Staff recommends approval of the proposed corrective amendments. The amendment is a correction to an error in the recent code amendment. SUPPORTING DATA A. Ordinance No. 808, DRAFT B. Resolution PC -2023-24 C. Excerpts, Monticello Zoning Ordinance, Current D. Excerpts, Monticello Zoning Ordinance, Prior to Ordinance No. 799 ORDINANCE NO. 806 AN ORDINANCE AMENDING THE MONTICELLO CITY CODE XV, CHAPTER 153.043, MONTICELLO ZONING ORDINANCE, SINGLE-FAMILY RESIDENTIAL DISTRICT THE CITY COUNCIL OF THE CITY OF MONTICELLO ORDAINS: SECTION 1. § 153.043 RESIDENTIAL BASE ZONING DISTRICTS is hereby amended to read as follows: (E) Single -Family Residential District (R-1). TABLE 3-5 R-1 DEVELOPMENT STANDARDS REQUIRED YARDS (in feet)Minimu Max Minimum Roof Height Minimum Floor in Pitch &Soffit Front Interior Street Rear (stories / Areas Building (vertical rise/ Side Side ft) (sq. f.) Width horizontal run) Single 10 1,050 foundation/ 5 in. / 12 ft. Family 30 [1] and 20 30 2.5 stories 2000 ,finishable 24 No minimum Building [2l 35 feet 4 [ ] soffit LL 5 [1]: For interior lots in R-1 and R -A districts, attached accessory uses shall be setback no less than 6 feet from the side yard property line, provided that the sum of both side yard setbacks shall be a minimum of 20 feet. [2]: Interior side yard setbacks for single-family homes on lots of record with a lot width 66 feet or less in the Original Plat of Monticello and Lower Monticello shall be at least six (6) feet. [3]: The required rear yard shall consist of a space at least 30 -feet in depth across the entire width of the lot that is exclusive of wetlands, ponds, or slopes greater than 12 percent. [4]: Finishable square footage is exclusive of required attached garage floor area. [5] Roof gables, shed roofs, dormers and porch roofs to allow for a lower pitch to incorporate as an architectural feature, provided no such exempted roof areas shall comprise any more than 20% of the total horizontal roof area of a single-family structure as measured from a bird's-eye plan view. - An attached garage shall be included with all principal residential structures in the R -A district. Accessory - See § 153.092(B) for all general standards and limitations on accessory structures. Structures - The minimum floor area for the required attached garage shall be 780 550 sq. ft. and Uses the PFifleipal use (ifieloding Par -eh). - See footnote [1] above as related to setbacks for attached accessory -uses on interior lots. Other - § 153.042, Common District Requirements Regulations - § 153.043(B), Standards Applicable to All Residential Base Zoning Districts to Consult - § 153.070, Building Materials (not all - § 153.067, Off -Street Parking inclusive) - § 153.060, Landscaping and Screening Standards SECTION 2. The City Clerk is hereby directed to make the changes required by this Ordinance as part of the Official Monticello City Code, Title XV, Chapter 153, Zoning Ordinance, and to renumber the tables and chapters accordingly as necessary to provide the intended effect of this Ordinance. The City Clerk is further directed to make necessary corrections to any internal citations that result from said renumbering process, provided that such changes retain the purpose and intent of the Zoning Ordinance as has been adopted. SECTION 3. This Ordinance shall take effect and be in full force from and after its passage and publication. The ordinance in its entirety and map shall be posted on the City website after publication. Copies of the complete Ordinance and map are available online and at Monticello City Hall. Adopted by the City Council of the City of Monticello, Wright County, Minnesota this 141 day of August, 2023. ATTEST: Jennifer Schreiber, City Clerk AYES: NAYS: Lloyd Hilgart, Mayor 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2023-24 A RESOLUTION RECOMMENDING APPROVAL OF AMENDMENT TO SECTIONS 153.043 OF THE MONTICELLO ZONING ORDINANCE CORRECTING REGULATIONS FOR SINGLE-FAMILY RESIDENTIAL DISTRICT STANDARDS WHEREAS, the City finds that regulations for attached garage structures in the R-1, Single -Family Residential District per Ordinance 799 for amendment to the Monticello Zoning Ordinance were in error; and WHEREAS, the City desires to correct the allowances and regulations for attached garage structures in the R-1, Single -Family Residential District; and WHEREAS, the Planning Commission held a public hearing on August 1St, 2023 on the application and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. Correction to the ordinance is necessary to ensure reasonable regulations. 2. Establishing the proposed regulations is consistent with the City's goals for managing land use within the single-family residential district. NOW, THEREFORE, BE /T RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the proposed amendment to the zoning ordinance. ADOPTED this 111 day of August, 2023 by the Planning Commission of the City of Monticello, Minnesota. N, ONTICELL NNING COMMISSION By: Pa onsor, Chair CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2023-24 ATTEST: Angela Schgglaryfi, Community Development Director 1: Agricultural production is permitted z- Agricultural Buildings are permitted 3: 5a foot rear yard setback 4: stable fs a permitted use j: 141inirnurn lot sire of 2 acres _,.I. A_�A 6: 3c foot.side yard setback r� 7: 50 foot front yard setback 4 (D) Residential Amenities District (R -A). The purpose of the "R -A" Residential Amenities District is to provide move up housing in the form of low density, single-family, detached residential dwelling units and directly related compleme ntary uses in areas of high natural residential amenities including such conditions as woodlands, wetlands, and significant views. (1) Base lot area. (a) Minimum: 14,000 sq. ft. (b) Average: 16,000 sq. ft. (at least 40% of lots created through subdivision shall exceed 15,000 sq. ft. in size). (2) Base lot width. (a) Minimum: 90 ft. (b) Average: 100 ft. (at least 40% of lots created through subdivision shall exceed 100 ft. in width). Typical R -A Lot Configuration TABLE 3-4: R -A DEVELOPMENT STANDARDS 1: 14,000 5F minimum lots ize x: Detached accessary structure meeting the side street setback (ao') and rear yard setback(6') 3: Base density Of 2.7 units per acre with lets averaging 16.000 5F in size 4: Single Famiiy home meeting front yard setback (35') with appurtenance (porch) not extending more than 6' Into the setabck 5. to foot interior side yard Setbacks-�' 6.30 foot rear yard primary structure setback 7. �5 foot Front yard setback S. is foot side yard setback r[L',1ti�RiTs prR,gpRE etiR__� l BASk OEr 1E.g3G hTLOT AVCRgq� 70Tf 8.l lJN1F5.GpOEB .gCRLt 2 -- 51 f - .e -;:... (E) Single- Family Residential District (R- 1). The purpose of the "R- 1" Single -Family Residential District is to provide for low density, single-family, detached residential dwelling units and directly related complementary uses. (1) Base lot area. (a) Minimum: 10,000 sq. ft. (b) Average: 12,000 sq. ft. (at least 40% of lots created through subdivision shall exceed 12,000 sq. ft. in size). (2) Base lot width. (a) Minimum: 70 ft. (b) Average: 80 ft. (at least 40% of lots created through subdivision shall exceed 80 ft. in width). Required Yards (in feet) Minimum Roof Max Height Minimum Floor Minimu m Pitch & Soffit Interio r Stree t (stories/f t.) Area (sq. ft.) Building (vertical Fro nt Rear Width (ft.) rise/horizon tal Side Side run) Minimum 2'S foundation sizes 6 in./12 in. Single- Family 35 10 20 30 stories by home type 24 no minimum Building [1] [2] 35 feet [3] soffit 2000 [5] finishable [4] [1]: For interior lots in R-1 and R -A districts, attached accessory uses shall be setback no less than 6 feet from the side yard property line, provided that the sum of both side yard setbacks shall be a minimum of 20 feet. [2]: The required rear yard shall consist of a space at least 30 -feet in depth across the entire width of the lot that is exclusive of wetlands, ponds, or slopes greater than 12%. [3]: 2,400 square foot gross floor area excluding a basement or cellar for two story homes and a 1,600 square foot foundation for multi-level, rambler and split entry homes. [4]: Finishable square footage is exclusive of required attached garage floor area. [5]: Roof gables, shed roofs, dormers and porch roofs to allow for a lower pitch to incorporate as an architectural feature, provided no such exempted roof areas shall comprise any more than 20% of the total horizontal roof area of a single- family structure as measured from a bird's-eye plan view. - An attached garage shall be included with all principal residential structures in the R -A district. - See § 153.092(B) for all general standards and limitations on accessory structures. Accessory Structures - The minimum floor area for the required attached garage shall be 700 sq. ft. and Uses - No portion of any garage space may be more than five feet closer to the street than the front building line of the principal use (including porch). - See footnote [1] above as related to setbacks for attached accessory uses on interior lots. - § 153.042, Common District Requirements Other Regulations to - § 153.043(B), Standards Applicable to All Residential Base Zoning Districts Consult (not all - § 153.070, Building Materials inclusive) - § 153.067, Off -Street Parking - § 153.060, Landscaping and Screening Standards 1: 14,000 5F minimum lots ize x: Detached accessary structure meeting the side street setback (ao') and rear yard setback(6') 3: Base density Of 2.7 units per acre with lets averaging 16.000 5F in size 4: Single Famiiy home meeting front yard setback (35') with appurtenance (porch) not extending more than 6' Into the setabck 5. to foot interior side yard Setbacks-�' 6.30 foot rear yard primary structure setback 7. �5 foot Front yard setback S. is foot side yard setback r[L',1ti�RiTs prR,gpRE etiR__� l BASk OEr 1E.g3G hTLOT AVCRgq� 70Tf 8.l lJN1F5.GpOEB .gCRLt 2 -- 51 f - .e -;:... (E) Single- Family Residential District (R- 1). The purpose of the "R- 1" Single -Family Residential District is to provide for low density, single-family, detached residential dwelling units and directly related complementary uses. (1) Base lot area. (a) Minimum: 10,000 sq. ft. (b) Average: 12,000 sq. ft. (at least 40% of lots created through subdivision shall exceed 12,000 sq. ft. in size). (2) Base lot width. (a) Minimum: 70 ft. (b) Average: 80 ft. (at least 40% of lots created through subdivision shall exceed 80 ft. in width). Typical R-1 Lot Configuration 'v.' TABLE 3-5: R-1 DEVELOPMENT STANDARDS Required Yards (in feet) Max Height Minimum Floor Area (sq. Minimu m Building Width Minimum Roof Pitch & Soffit (vertical Interior Street Front Rear (stories/ft.) ft.) (ft.) rise/horizon Side Side tal run) 1,050 5 in./12 in. Single- Family 30 10 [1] 20 30 2.5 stories foundation/ 24 no minimum Building and [2] 35 feet 2,000 soffit [5] finishable [4] [1]: For interior lots in R-1 and R -A districts, attached accessory uses shall be setback no less than 6 feet from the side yard property line, provided that the sum of both side yard setbacks shall be a minimum of 20 feet. [2]: Interior side yard setbacks for single-family homes on lots of record with a lot width 66 feet or less in the Original Plat of Monticello and Lower Monticello shall be at least six feet. [3]: The required rear yard shall consist of a space at least 30 -feet in depth across the entire width of the lot that is exclusive of wetlands, ponds, or slopes greater than 12%. [4]: Finishable square footage is exclusive of required attached garage floor area. [5]: Roof gables, shed roofs, dormers and porch roofs to allow for a lower pitch to incorporate as an architectural feature, provided no such exempted roof areas shall comprise any more than 20% of the total horizontal roof area of a single-family structure as measured from a bird's-eye plan view. - An attached garage shall be included with all principal residential structures in the R-1 district. - See § 153.092(B) for all general standards and limitations on accessory structures. Accessory Structure - The minimum floor area for the required attached garage shall be 700 sq. ft. s and Uses - No portion of any garage space may be more than five feet closer to the street than the front building line of the principal use (including porch). - See footnote [1] above as related to setbacks for attached accessory uses on interior lots. - § 153.042, Common District Requirements Other Regulations - § 153.043(B), Standards Applicable to All Residential Base Zoning Districts to Consult (not all - § 153.070, Building Materials inclusive) - § 153.067, Off -Street Parking - § 153.060, Landscaping and Screening Standards Zoning 203 TABLE 3-4: R -A DEVELOPMENT STANDARDS Required Yards (in feet) Max Minimum Floor Minimum Minimum Height (stories/ft.) Area (sq. ft.) Building Width (ft.) Roof Pitch & Soffit (vertical Front Interior Street Rear Side [11 Side rise/horizontal run) Single- 35 10 20 30 2.5 stories Minimum 24 6 in./12 in. Family [2] 35 feet foundation sizes no minimum Building by home type [3] soffit 2000 finishable [4] [1]: For interior lots in R-1 and R -A districts, attached accessory structures may be allowed to meet a 6 foot setback, provided that the sum of both side yard setbacks shall be a minimum of 20 feet. [2]: The required rear yard shall consist of a space at least 30 -feet in depth across the entire width of the lot that is exclusive of wetlands, ponds, or slopes greater than 12%. [3]: 2,400 square foot gross floor area excluding a basement or cellar for two story homes and a 1,600 square foot foundation for multi-level, rambler and split entry homes. [4]: Finishable square footage is exclusive of attached accessory space. Accessory - An attached garage shall be included with all principal residential structures in the R -A district. Structures - See § 153.092(B) for all general standards and limitations on accessory structures. - The minimum floor area for all attached accessory structures shall be 700 sq. ft. - No portion of any garage space may be more than five feet closer to the street than the front building line of the principal use (including porch). - See footnote [1] above as related to setbacks for attached accessory structures on interior lots. Other - § 153.042, Common District Requirements Regulations - § 153.043(B), Standards Applicable to All Residential Base Zoning Districts to Consult - § 153.070, Building Materials (not all - § 153.067, Off -Street Parking inclusive) - § 153.060, Landscaping and Screening Standards 2022S-3 1:14,000 5F minimum lot size 2: Detached accessory structure meeting the Side street setback (a.o') and rear yard setback (61 3: Rage density Of 2-7 units per acre+with lots averaging 16400 SF in Sim - 4 VtlrtB PCR ACRE LI ] Acq�1�Gr;pC f. c_ a - - 4' SingleFamilyhOmeMeeting '� '•-� ' front yard setback (351 with _ appurtenance (porch) not extending more than 6' 7 y Into the wtabck 5. ro foot interior side yard setbacks 6. 3a foot rear yard primary structure setback 7. }5 foot Front yard setback - S. to foot side yard setback 206 Monticello - Land Usage TABLE 3-5: R-1 DEVELOPMENT STANDARDS Required Yards (in feet) Max Minimum Floor Minimum Minimum Height (stories/ft.) Area (sq. ft.) Building Width (ft.) Roof Pitch & Soffit (vertical Front Interior Street Rear Side [11 Side rise/horizontal run) Single- 30 10 [2] 20 30 2.5 stories 1,050 foundation/ 24 5 in./12 in. Family 35 feet 2,000 finishable no minimum Building [4] soffit [1]: For interior lots in R-1 and R -A districts, an attached accessory structure may be allowed to meet a 6 foot setback, provided that the sum of both side yard setbacks shall be a minimum of 20 feet. [2]: Interior side yard setbacks for single-family homes on lots of record with a lot width 66 feet or less in the Original Plat of Monticello and Lower Monticello shall be at least six feet. [3]: The required rear yard shall consist of a space at least 30 -feet in depth across the entire width of the lot that is exclusive of wetlands, ponds, or slopes greater than 12%. [4]: Finishable square footage is exclusive of attached accessory space. [5]: Roof gables, shed roofs, dormers and porch roofs to allow for a lower pitch to incorporate as an architectural feature, provided no such exempted roof areas shall comprise any more than 20% of the total horizontal roof area of a single-family structure as measured from a bird's-eye plan view. Accessory - An attached garage shall be included with all principal residential structures in the R-1 district. Structures - See § 153.092(B) for all general standards and limitations on accessory structures. - The minimum floor area for all attached accessory structures shall be 550 sq. ft. - See footnote [1] above as related to setbacks for attached accessory structures on interior lots. Other - § 153.042, Common District Requirements Regulations - § 153.043(B), Standards Applicable to All Residential Base Zoning Districts to Consult - § 153.070, Building Materials (not all - § 153.067, Off -Street Parking inclusive) - § 153.060, Landscaping and Screening Standards s n xa krot set6aek From a ttreRS ahutllnaA tide yard Ito— - is Single iamity home <onforming to front yard f u seLbaek 3 } � 3-;419M front yard se#bbck � � $ MCRA I 4: io foot s[dE yard setbacks On sltarcd intcri0r lot Iincs /�; 5:106000 5FMrAFMU Y 1 F lot sfxepmax density r, I .Of 5 wits per Mere i6:.p fMet rear yard f setback �4Ate d 7; 6 foot IrrterIar side Yard *"V setback for lots ai record In the _ -Drigfnal Plot of Montictlio and JGWCF f4lantl{e[ia - �a� [i: liAfnfmum lot width of 7e feel -8, I 2022S-3 Zoning Figure 4-11 i T R E E T (2) Vehicular use area design in residential areas. (a) Curb cuts and access. 1. Single-family uses shall be limited to one curb cut access per property. 401 2. Curb cut access shall be at a minimum three feet from the side yard property line in residential districts. (b) Surfacing. Paving and surfacing requirements for parking and storage of passenger vehicles, emergency vehicles, recreational vehicles, and small commercial vehicles for single and two-family dwellings shall be as found in Table 4-9 and Figure 4-11. (c) Residential district garage requirements. In all residential zoning districts, all detached single-family homes and duplex units shall include development of an attached or detached garage. The minimum size requirement for the garage floor shall be 450 sq. ft. with a minimum garage door opening of 16 ft. with the following exceptions and/or deviations by district: 1. R-1 District. An attached garage of at least 550 square feet shall be constructed as part of any single-family home. 2. R -A District. a. An attached garage of at least 700 square feet shall be constructed as part of any single-family home. 2022S-3 City Council Agenda: 8/14/2023 2N. Consideration adootine Ordinance No. 807 amendine the Monticello Zonine Ordinance related to a correction of the approved language within Ordinance No. 784 as related to the accessory uses section of the StorageLink Monticello Planned Unit Development (PUD) Zoning District standards (§ 153.047[01[31) and Affordable Storage Planned Unit Development (PUD) Zoning District (§ 153.047[H1[31). Applicant: City of Monticello Prepared by: Meeting Date: ® Consent Agenda Item Community & Economic Development 8/14/23 ❑ Regular Agenda Item Coordinator Reviewed by: Approved by: Community Development Director, Chief City Administrator Building Official/Zoning Administrator Motion to adopt Ordinance No. 807 amending the Monticello Zoning Ordinance regarding accessory use standards within the StorageLink Monticello PUD District and Affordable Storage Planned Unit Development (PUD) District. REFERENCE AND BACKGROUND Property: Legal: Lot 1, Block 1, StorageLink Monticello PID: 155-266-001010 Address: 3810 Chelsea Road West, Monticello, MN 55362 Legal: Lot 11, Block 4, Groveland Addition PID: 155-125-004110 Address: 10111 Innsbrook Drive, Monticello, MN 55362 Request(s): Amendment to the Monticello Zoning Ordinance Deadline for Decision: N/A Land Use Designation: Community Commercial Zoning Designation: StorageLink Monticello PUD District, Affordable Storage PUD District Overlays/Environmental Regulations Applicable: N/A Current Site Uses: Commercial Self -Storage City Council Agenda: 8/14/2023 Project Description: Corrective Amendment to the Monticello Zoning Ordinance relating to accessory use standards within the StorageLink Monticello and Affordable Storage PUD District. /_1►/_wi-l&I On August 22, 2022, the City Council reviewed, considered, and approved a Zoning Ordinance amendment that allowed "storage boxes" as an outdoor display accessory use in both the Affordable Storage and StorageLink Monticello PUD Districts. The approval was in part based on the understanding that the use of such facilities for the display of accessory rental portable temporary storage buildings ("storage boxes" or "storage pods") to persons who need such structures for temporary storage on other real property is related to the principal use, and a benefit to the business operator and its customers. A public hearing was noticed and held for the ordinance. The hearing notice language included both PUD Districts. When updating the Monticello Zoning Ordinance in early 2023, the language in Ordinance 784 specifically addressed only one of the two PUD districts noted for inclusion of storage boxes as an allowable outdoor display accessory use. Though the title of the original ordinance addresses the amendment for both sections, the amended language within Ordinance 784 refers to only one of the two code sections initially proposed to be amended. The Zoning Ordinance was updated, Ordinance 784's language intended for the StorageLink Monticello PUD section (§ 153.047[0][3]) was not included in the update. The purpose of this item is to correct the existing language within said ordinance, matching the original intention of the amendment. Budget Impact: Budget impact is minimal and limited to the cost of the future update of the code document itself. II. Staff Workload Impact: Staff time on the correction of the amendment is approximately 2 hours in total. III. Comprehensive Plan Impact: Not directly applicable as this is a corrective amendment. STAFF RECOMMENDED ACTION Staff recommends approval of the proposed corrective amendments. The amendment is a correction of an error in the original code amendment found in Ordinance 784. SUPPORTING DATA A. Ordinance No. 807, DRAFT B. Ordinance No. 784 ORDINANCE NO. 807 AN ORDINANCE AMENDING THE MONTICELLO CITY CODE AMENDING SECTION 153.047(H)(3) AND 153.047(0)(3) BY ADDING ACCESSORY USES TO EACH DISTRICT FOR OUTDOOR DISPLAY THE CITY COUNCIL OF THE CITY OF MONTICELLO ORDAINS: Section 1. Section 153.047(H)(3) is hereby amended to add the following: Accessory Uses. Accessory uses shall be those commonly accessory and incidental to industrial uses, and as specifically identified by the approved final stage PUD Plans, but shall not include outdoor storage or other activities, with the following exception: (i) Storage Boxes or "Pods", or similar temporary structures manufactured specifically for the purposes of portable self -storage use, may be permitted to be displayed for rental on the site, provided such structures meet the following conditions: a. Only one such storage box shall be displayed in any individual PUD District. b. No such storage shall be placed within 100 feet of a residential zoning district, or closer to the street right of way than any building, or within 10 feet of any other lot line. c. No such storage box shall be stacked to a height greater than nine (9) feet from existing grade on which it sits. d. Any such storage shall be placed only on a paved surface. e. No such storage box shall be placed within any driveway, required landscaping area, parking space, or other space required by the approved PUD plan for site circulation and/or operations. f. Any such storage shall meet all requirements for fire and other emergency vehicle access, including access to fire hydrants or other utilities. g. Storage of such structures for delivery or use by renters shall be located off-site. h. Delivery of such structures to the renters shall occur from the off-site storage location, and not from this District. i. No such temporary/portable structure shall at any time be used for storage of any goods on the property in this zoning district, and shall only serve as display of such boxes for rental to users off-site. Section 2. Section 153.047(0)(3) is hereby amended to add the following: Accessory Uses. Accessory uses shall be those commonly accessory and incidental to industrial uses, and as specifically identified by the approved final stage PUD Plans, but shall not include outdoor storage or other activities, with the following exception: (i) Storage Boxes or "Pods", or similar temporary structures manufactured specifically for the purposes of portable self -storage use, may be permitted to be displayed for rental on the site, provided such structures meet the following conditions: a. Only one such storage box shall be displayed in any individual PUD District. b. No such storage shall be placed within 100 feet of a residential zoning district, or closer to the street right of way than any building, or within 10 feet of any other lot line. c. No such storage box shall be stacked to a height greater than nine (9) feet from existing grade on which it sits. d. Any such storage shall be placed only on a paved surface. e. No such storage box shall be placed within any driveway, required landscapin area, space, or other space required b, t�pproved PUD plan for site circulation and/or operations. £ Any such storage shall meet all requirements for fire and other emergency vehicle access, including access to fire hydrants or other utilities_ g. Storage of such structures for delivery or use by renters shall be located off-site. h. Delivery of such structures to the renters shall occur from the off-site storage location, and not from this District. i. No such temporar//portable structure shall at any time be used for storage of any goods on the property in this zoning district, and shall only serve as display of such boxes for rental to users off-site. Section 3. The City Clerk is hereby directed to make the changes required by this Ordinance as part of the Official Monticello City Code, Title 10, Zoning Ordinance, and to renumber the tables and chapters accordingly as necessary to provide the intended effect of this Ordinance. The City Clerk is further directed to make necessary corrections to any internal citations that result from said renumbering process, provided that such changes retain the purpose and intent of the Zoning Ordinance as has been adopted. Section 4. This Ordinance shall take effect and be in full force from and after its passage and publication. The ordinance in its entirety and map shall be posted on the City website after publication. Copies of the complete Ordinance and map are available online and at Monticello City Hall for examination upon request. ADOPTED BY the Monticello City Council this 14th day of August, 2023 Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk AYES: NAYS: ORDINANCE NO. 784 AN ORDINANCE AMENDING THE MONTICELLO CITY CODE AMENDING SECTION 3.8(J)(8) AND 3.8(J)(15) BY ADDING ACCESSORY USES TO EACH DISTRICT FOR OUTDOOR DISPLAY THE CITY COUNCIL OF THE CITY OF MONTICELLO ORDAINS: Section 1. Section 3.8 (J)(8) is hereby amended to add the following: (J)(8) (c) Accessory Uses. Accessory uses shall be those commonly accessory and incidental to industrial uses, and as specifically identified by the approved final stage PUD Plans, but shall not include outdoor storage or other activities, with the following_ exception: W Storage Boxes or "Pods", or similar temporary structures manufactured specifically for the purposes of portable self -storage use, may be permitted to be displayed for rental on the site, provided such structures meet the following conditions: a. Only one such storage box shall be displayed in any individual PUD District. b. No such storage shall be placed within 100 feet of a residential zoning district, or closer to the street right of way than any building, or within 10 feet of any other lot line. c. No such storage box shall be stacked to a height greater than nine (9) feet from existing grade on which it sits. d. Any such storage shall be placed only on a paved surface. e. No such storage box shall be placed within any driveway, required landscapin area, rea, parking space, or other space required by the approved PUD plan for site circulation and/or operations. f. Any such storage shall meet all requirements for fire and other emergency vehicle access, including access to fire hydrants or other utilities. g. Storage of such structures for delivery or use by renters shall be located off-site. h. Delivery of such structures to the renters shall occur from the off-site storage location, and not from this District. i. No such temporary/portable structure shall at any time be used for storage of any goods on the property in this zoning district, and shall only serve as display of such boxes for rental to users off-site. Section 2. The City Clerk is hereby directed to make the changes required by this Ordinance as part of the Official Monticello City Code, Title 10, Zoning Ordinance, and to renumber the tables and chapters accordingly as necessary to provide the intended effect of this Ordinance. The City Clerk is further directed to make necessary corrections to any internal citations that result from said renumbering process, provided that such changes retain the purpose and intent of the Zoning Ordinance as has been adopted. Section 3. This Ordinance shall take effect and be in full force from and after its passage and publication. The ordinance in its entirety and map shall be posted on the City website after publication. Copies of the complete Ordinance and map are available online and at Monticello City Hall for examination upon request. ADOPTED BY the Monticello City Council this 22nd day of August, 2022 Lloy ilgartMa ATTEST: jifer S eib , City Clerk AYES : NAYS: EXHIBIT A Section Sec. 2-230. - Establishment. Sec. 2-231. - Sec. 2-232. - Sec. 2-233. — Sec. 2-234. - Sec. 2-235. - Secs. 2-236, 2-237. - Reserved. Sec. 2-230. - Establishment. {Insert text of ordinance} City Council Agenda: 8/14/2023 20. Consideration to approve an estimated expense of $23,000 for preparation of boundary and acreaee exhibits for The Pointes at Cedar area Prepared by: Meeting Date: ® Consent Agenda Item Community Development Director 8/14/2023 ❑ Regular Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to approve an estimated expense of $23,000 for preparation of boundary and acreage exhibits for The Pointes at Cedar area. PREVIOUS COUNCIL ACTION September 27, 2021: Adopted The Pointes at Cedar Small Area Plan November 8, 2021: Approved contract with WSB for Grading, Landscaping & Professional Services for The Pointes at Cedar April 25, 2022: Adopted The Pointes at Cedar Zoning District September 26, 2022: Adopted The Pointes at Cedar Master Plan June 12, 2023: Council directed staff to pause contract with WSB for Grading, Landscaping & Professional Services for The Pointes at Cedar for 2023 :f 4 01:1 4 ►14 4_1► 191"MUl :(�l :1O111111 ,11 l 01 The full build -out of The Pointes at Cedar requires a combination of public and private projects, necessitating careful planning and documentation to ensure the various elements combine into a unified whole. The City has taken the initial steps to create this foundation. The Council has adopted the Small Area Plan as an appendix of the Monticello 2040 Comprehensive Plan and established The Pointes at Cedar zoning district, providing guidance and standards for new private development within the project area. In addition, when Council adopted The Pointes at Cedar Master Plan, creating the framework for the park and recreation feature at the center of the project area, including general limits of the park as well as the location and type of amenities. Now City Council is asked to authorize work to precisely delineate the physical boundary and acreage of the proposed public park and recreation areas, ensuring the City is prepared to assist private development in the project area. City Council Agenda: 8/14/2023 Project consultant WSB prepared a proposal to identify and dimension the park and recreation limits and prepare acreage exhibits for both the park area and remaining developable land. The proposal also includes a task identifying the stormwater area requirements for the developable land area. Preparation of these exhibits provides the City and private developers with clear information on what is required in terms of fees and land dedication required at plat/development, and what will need to be acquired separately by the City to accomplish the park area as planned. Preparation of the noted exhibits allows the City to compare the actual park acreage planned to the amount of required park and stormwater acreage applicable to each development. The information will also be used to budget and plan for acquisition of parkland area beyond the base park dedication or stormwater demand for each development. The exhibits will also definitively provide the total remaining developable acreage for both privately and publicly held property. Given that the City will market the developable land within its parcel at a future point, the proposal includes the privately -owned parcels, as well as the City -owned parcel. Within the approximately 100 -acre Pointes at Cedar area, private property owners control the land area on the north and south of the property. The City owns an approximately 32 -acre parcel in the middle of The Pointes area. Most of the northerly park boundary has been set with the development of the Deephaven plat. Deephaven dedicated the pond and pathway system within their plat area consistent with the Small Area Plan concept. A portion of the park boundary was also set with the sale of the Monticello Lakes parcel. Budget Impact: The approximately $23,000 project cost is an unbudgeted expense given the shift of The Pointes professional contract funds to the Downtown project. As such, funding for this project will come from the Capital Projects Fund. II. Staff Workload Impact: Staff time for this project is minor and relates to proposal development and administration. III. Comprehensive Plan Impact: The completion of the implementation steps for The Pointes at Cedar area is consistent with the Monticello 2040 Vision + Plan as identified in the Commercial/Residential Flex District planning and the adopted Pointes at Cedar Small Area Plan. The Pointes at Cedar is also specifically identified as a future Community Park in the Parks chapter of the Comp Plan. STAFF RECOMMENDED ACTION Staff supports approval of the proposed expenditure. The Pointes at Cedar was identified as a strategic priority of the City. With recent efforts on other priority projects, including the Downtown improvements, water treatment and Public Works facilities, Council directed that additional planning and improvements for the public park and recreation area at The Pointes pause for 2023. However, the proposed information is important to supporting private City Council Agenda: 8/14/2023 development efforts within The Pointes by establishing the dimensional limits of the proposed park and recreation area. SUPPORTING DATA A. Aerial Site Image B. WSB Project Proposal C. Pointes Master Plan Layout The Pointes at Cedar Area 1 in=1,014 Ft I ; City Boundary Parcels N CITY OF July A MontiAo MPo 2023 Map Powered By Datafi wsb A U z w x H d wsb August 7, 2023 Angela Schumann Community Development Director City of Monticello 505 Walnut Street Monticello, MN 55362 RE: Proposal for Surveying Services: Survey Basemapping and Park Area Exhibits of Parcels PIDs 155227000010, 155269000010 and 155230000010 in the City of Monticello, Wright County, MN. (Parcels depicted on Exhibit A of page 4) On behalf of WSB, I am pleased to respond to your request for proposal for surveying services. Our scope is as follows: Task 1- Complete Basemapping and Easements drawing and Field Boundary verification • Collect/review necessary parcel information. • Compile and utilize previous relevant WSB survey work. • Compute boundaries and available easements. • Field crew to perform additional boundary field work as necessary. • Complete basemapping and existing easements drawing. Task 2 - Park Area Exhibit of Developers Lot, PID 155227000010 to include the following: • Existing platted lots, dimensioned • Proposed park boundary lines, dimensioned • Widths of the pathway legs • Areas of the pathway legs • Acreage of park boundary • Acreage of developable area • Include required ponding areas Task 3 - Park Area Exhibit of Developers Lot, PID 155269000010 to include the following: • Existing platted lots, dimensioned • Proposed park boundary lines, dimensioned • Widths of the pathway legs • Areas of the pathway legs • Acreage of park boundary • Acreage of developable area • Include required ponding areas Task 4 - Park Area Exhibit of City Lot, PID 155230000010 to include the following: • Existing platted lots, dimensioned • Proposed park boundary lines, dimensioned • Widths of the pathway legs • Areas of the pathway legs • Acreage of park boundary • Acreage of developable area • Include required ponding areas Task 5 - Ponding Area Percentages and Companion Memo • The stormwater management report will be updated to reflect the net benefit to the parcels receiving treatment from the regional basin in ultimate conditions. • Figures will be created to show the stormwater management each site would need to provide on its own, along with linework for the regional pond area in the ultimate conditions to illustrate the benefit of a regional pond. WSB will prepare the above tasks for the following not -to -exceed fee: • Task 1 fee $5,400.00 • Task 2 fee $3,600.00 • Task 3 fee $3,600.00 • Task 4 fee $5,000.00 • Task 5 fee $5,900.00 Total fee $23,500.00 *Additional office or field tasks outside the above scope can be completed at our regular hourly rates. *It is our understanding that there may potentially be a need for future area descriptions. *It is our understanding that there may potentially be a need for future platting. We are looking forward to working with you on this project. If you have any questions regarding this proposal, please contact me at 612-209-9051. If you agree with the terms as outlined above, please sign where indicated below and return. Sincerely, WSB 4_� Jeremy Honga, PLS 612-209-9051 Pete Helder Principal & Director of Survey Operations 612-363-6952 I hereby authorize WSB to proceed with the above -referenced work under the terms and conditions of the CONSULTANT AGREEMENT BETWEEN MONTICELLO AND WSB entered into on December 6, 2021 for the Pointes at Cedar Project. By: Name: Date: September 16, 2022 � Monticello IV I vi Ctb .A1,Igenda: Proi•ect background 41Summary of Public Engagement Process Master Plan ,*Recommended Sequence / Priorities •Next Steps � Monticello wsbI 1L_ _ - unni C 0 F-1 inne • 1 % - 7 y L i _7 1NNI- 1 ' II i NI v F t+ r.1 ' J1 ntrC)Cl u ct ion / Background Ir - 1 Z{ _ _ �.�� Y. 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E\ o the landscane for a sense of discovery or o aKTA10, r. games or can be arranged L� Fixtures along the sculpture alley gateway. E\ o the landscane for a sense of discovery or o aKTA10, r. H LLI cc0 Ca cca a qI I&Tkk ra iT:401 T 0 Irw Irmoll . Ah 0 Ah L 2 ■ r } �. j _ s �' 7 it Ly ir 1 S 1 - L - .4P im aruare-LL ror Teatures ur senses. ties lievidual for proposec nla run elemer are site ror Teatures ur senses. ties ., for proposec p run elemer yroundj'f aa.s_ g (sical W ' NOW i mom MLMEMW SINTAI•.: M.N� =irf , •r, C , ,�11 •!' • :k +! � 9 ,`ate:. .. .yyyy�. ,sa'4;-1°' '�.-' '� � �' may. � r n1. p !: �! � - � -�'• �1 W3_~ a 3 t ~ TV _ ' •SAL •l�� - � 4 _ •c :. .1' k ,d !� .� • - }�4 W1Wr " tali";• :� � ter. �+ �:.: - 'f �i Y �. �J`'4 _ .f..• S Lr���..:: .._Lti., r�'ti•. nm ACFj n� ti r V w _ Ui Uj1 Dpportunities to pound, and some enhances the nal :eracr w i -L n a i vre re ill provide opporti al landscape. 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I fF , TF _jr Pr LbL 16L I 1 ate■ _ ■ e, LO ■ NINE NNm }r' ■ li it 1 ater site ror Teatures proviaing senses. ., Ntunity are in- run iocatea" yroundj'f (sical contact. provides ig intere5 A the plaza oppc wit the evening. can be incorporated to b ■ rougnout site ror proviaing senses. ., Ntunity to in- run throw yroundj'f provides ig intere5 the oppc i the ■ ■ ■ E! site ror proviaing senses. ., Ntunity to in- run throw provides the oppc i the evening. ■ Brest ror aii senses. ., Ntunity to run throw • jr _ ` 1 � +�' .rr � J k ■ mL. y viii*"' ' ` •� r F - '' 1 ' a� 1 NL ' �- + - --y: - '` ice• 1{■"'•rrJ•'4 I W6 - ' _ ' Irr ek y� 4 `• +�'_ � ���'� �.if r - - - � ■ L� - it - MOLNEW _ _ 'VmrIP _ '�■+■+ _. +art }� W. r - J.6 ' ��.- � r r �tir' �` •�'�■ it � ���'� .ti �1— - '' r• w _6L Lti+ ' -r •I * + '' ' 1 r1 Albr F • h' -,r s ' ■ a q } `' • + , - • '� r �` + `` •-�• ~*'� � , ' a t r -, z ti r' %L% t 4` i -ARK r , tip• '� -+ '� �-�•'�* T + '� • 1 - '� � E 4' � r r ���: �_�' ` . � .' #���� err + • • -� � +. � �• � �'Y •. + - } ■ y�, ■PP- 10 P _ � - � �� ' � 'u � Tye•' s � Aw 0 AP • T 3 1 Z t - _ z t � � - � •ti t A IN IOrr-N .. 1 r 1 1 IN 91 r 1 �• 14 ; ti _ � r L , r r if' i� y1 1 1 �i • r sq iIt-�, rti • 1 r+ •r ■i' ' —z k. ON •R ' NOW- ' i 1 T ti •• _ �� J 911r L 771 � _ � .1•- �T_ r• ti- L `� � �' Lti ',• _ _ 4 ■ •r _ 1 r 1` •' — ' r+ . }_ T4 rr 1 1 _ R• •4 . • 1 ' ..'r�S' ''. ; •• IN`. Nr ell _ r { . err _ _ 'Ji,� _ '' `. 1- { il�r • r { 1 '� r. -• r OVA, _JIII ••'�i 1 'f - r L - J r iNI '•• _ •rr r} 1% .■y If-�1 1 .r.e kr. T ' r} ' '• �Ir .iti•1 i r•' I�pr1 • • - , J r L ' 4% F6 j • - . • - • - . 1 • • - . • - • - • • • - • - Cd Sketches and k 7� Des Seasonal activities can take place on the lake from pond hockey, ice skating, and summer around on a summer evening. There will be opportunities for activities and gathering duri Qopul.US 1�oosE b\� ooslfi re Q� Fir 1ao&Zs lNuv- L..t aW� � t�w►� • �61adt.'6wr FiShtx' • N.� Site detail s and furnishings w lighting features can be used ■ n mages 4- S_ 0 r1 f f x 5+ �J i C'IIY � Mon .dodO — ticeffo PW PPPFP _ _. -f �� • _•fir kayak and paddleboat rentals. Plazas with fire tables can be used to warm up during the winter or sit ng all seasons. f ■Ifs. � .. - f Y y l - � L �F ro I� 1. J r1 .a r , 1 1 dr r 96 ill be customized to make the space unique. Wildlife and native foliage can be stamped into the pavement at key areas to reflect the biome character. Unique throughout to transition spaces from day to evening use. Historic elements can be referenced making The Pointes custom to Monticello. 10 IP 1W I — Cd N Sketches and I- { hk, r }. The skate park brings a destination to the site that helps enhance t Des ■ n mages C'IIY � Monticello he overall goal of reaching all ages. Site amenities such as seating and landscape will enhance and soften the space. The babbling brook will be a recirculating system of the lake to make it appear that t help enhance the northern biome. A timber bridge will span over the water feature t r fE At - - r he smaller pond at the north of the site flows into the lake. Materials used such as stone and plantings will o provide a point of interest. a ��x'Y Ff4.l_ fir, ;'. ��'�+.y [, '✓. _,' - he overall goal of reaching all ages. Site amenities such as seating and landscape will enhance and soften the space. The babbling brook will be a recirculating system of the lake to make it appear that t help enhance the northern biome. A timber bridge will span over the water feature t r fE At - - r he smaller pond at the north of the site flows into the lake. Materials used such as stone and plantings will o provide a point of interest. Cd Sketches and I es n - -rr 4 ■ , 1 7 i� r -"1 ■ 1 r� J, ■ Y •1 Z ` J IL Ir L 4 ■ 1 =- r �`r�'/i � /, :' _ ~ •1•� Ik • _ i91, 7 1 mages XC H Y (. - ) F � MontlCeffo ws b I Various styles and sizes of bridges and overlooks provide the opportunity forfuncti'on and accessibility to the water. Large groups or events could be hosted on larger plazas and overlooks on the water edge. Piers could provide a place forfishing or sitting and enjoying the view. Bridges can be a point of interest and a way to cross to various destinations. Walkways range in size and materials. Main 15' wide concrete walkway congestion. Areas of boardwalk provide a sense of exploration through the site. i. 3:41 r M loop will accommodate walkers, runners, and users of wheelchairs or electric carts to experience the site while reducing low areas. Narrower aggregate trails provide a more intimate experience to discover the various biomes and landscape on at NORTH BIOME � POPULUS � 1. 2. 3. 4. 5. 6. 7. ENTRY MONUMENT/PLAZA GATEWAY & INFORMATIONAL KIOSK NATURE TRAIL "THE CLEARING"' OVERL BABBLING CREEK WITH SECONDARY GATEWAY LAKESIDE TRAIL CENTRAL BIOME I TILIA 8. 9. 10. 11. 12. 13. 14d. 15d. 16. 17. 18-P 19. 20. 21. 22. 23. MURAL ALLEY (COMMERCIAL ENTRY OVERLOOK PIER "BACKYARD GAME" PLAZA THE MIDWAY — MAJOR GATEWAY OOK BRIDGE BRIDGE OVERLOOK PLAZA PADDLEBOAT DOCK SNACK SHACK PLAZA FLEX LAWN / INTERACTIVE WATER FEATURE THE PROMENADE GARDENS — MAJOR GATE SUNSET OVERLOOK TERRACE GREAT EVENT LAWN PICNIC SHELTER AND RESTROOM THE PARK — MAJOR GATEWAY SKATE, PARK 2—STORY PARK PAVILION & LAKE PLAZA MAINTENANCE & STORAGE FACILITY SOUTH BIOME I QUERCUS 24. NATURE TRAIL & BOARDWALK 25. SCULPTURE ALLEY - SECONDARY GATEWAY 26. THE RIBBON — SECONDARY GATEWAY AY IN No C'IIY 41 Monticello �C! mp is Pw Al IM 0 Ctb I Amw'."'m�*_Aooz Fu PF adwo- ago- 40011F, WMIP ANON& lh� 4is % " m . Fl. dout Vi qw_409� 'IMPI MP .wr % y A, bm" AiL.,• % A- I Z r qL 9 9 9� 9 9. % 9., .9c 9,- • 9 L 9 v P I `9 7MWT 9 '4 9 ?. . - 9. 1,40% 'PL 7 '1 } M1L�.. .9 % 9k 9:L- 9� v -, % 94.5 % z�- 4P % 9L % 31 % gh % PRE42. tie .%% . ;- •`w . t J. % 41 % % 94 X" L oi sk. 9 1. % % . . . . . . . . . . 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' --' - - ll� `a 2.Y �' JO•"w'I,� ' - _11- -'� :S7' .'d•.s YIL I.'rSlf Ir' _ - 'i� F 4D C)VV ommittee U P from recent Meet *Shorter walking loop oPark ing Brid g e style ing consistency Workshop, and Compass Staff Inl3ut ,*Inclusion of park shelter, small restroom and interactive water feature U P dated cost estimate with breakdowns for future improvements hex CITY ()r Monticello -- wsb'7 16 %6 ANIF6 k k -1% IL% a %. L% % SUTURE MIXED U E ��� �� % DEVELOPMENT %%%% .1 Y k %-% r + %-% 0 WA Park \ M" a n nteractive water feature Restroom Park Shelter Food Truck Plaza Ichm"mWo UBLiC ART •ESTIk* P41 MT$ ITh(IM ;[QTR QQMS KPd;TRAPMTKM STORAGE GE NK r iY°�y� h 140 �k 4 t k 4 L� CITY ()r Monticello wsb'7 kJIL U1 .k k ryk } ■ ine rn I? roveriients Baseline Development Estimated Cost Range Item Description Low High 1.01 General sitework -removals/Dundas/earthwork & pond liner with necessary stormwater manaauf earthen material w 9 V 000 CY fthtilillill be removed by developers per City agreements] $6,550,000 $7,205,000 1.02 Private Site Utility Reroutes -private utility relocation (estimated private development contribution to b uryXcel along Edmonson has been subtracted) $636,000 $699,600 1.03 Irrigation System - pump station with prefab building, 2 lawn areas, southern mainline with Kifco connections $47511101100 $522,500 1.04 Natural biome seeding restoration $82,250 $90,475 1.05 Turf seeding restoration $12,500 $13,750 1.06 Initial Biome Trees (4" - 12" D13H Spaded) $45,000 $49,500 1.07 Initial Biome Trees (2" -4 ca1.B&B)-avg.10trees/acre S23511101100 $258,500 1.08 Partial improvements at 2 major gateways $30011101100 $330,000 1.09 Biome demonstration gardens at key locations $22511101100 X247,500 1.10 30'Sq. Open Air Pavilion with picnic tables $95,000 X104,500 1.11 17'x25' Pre -fab Concrete restroom bulling w/drinking fountain $3 15,000 X346,500 1.12 Interactive water feature (ground spray - flow through type) $125,000 $137,500 1.13 Plaza pavement adjacent to shelter / restroom building - decorative concrete pavement $94,500 $103,950 1.14 Parking lot with entry drive and lighting (66 stalls) $534,000 $587,400 1.15 City's shared cost for widened walkway through developer land and around northern storm pond $112,500 $123,750 1.16 10' Bituminous Trail $107,250 $117,975 1.17 15'Wide Primary Walking Loop - Reinf. Concrete $1,057,500 $1,163,250 1.18 Site amenities along trails (benches/trash recept., etc.) $92151100 $101,750 1.19 Pathway lighting - with light every 100 ft 1 1 $552.P5001 $607,750 ESTIMATE SUBTOTAL: $11,646,500 $12,811,150 Recommended Contingency 10./0 $1,164,650 $1,281,115 Estimated Professional Design and Indirect Costs, 20%, $2, 329,3001 $2,562,230 ESTIMATED PROJECT TOTAL: 1 $15, 140,4501 $16, 654,495 4p CITY ()r Monticello E;i %%I ti % % a SUTURE MIXED USE DEVELOPMENT .1 - Y k N EV I W --qq� lab - Ah a !; 1 471 1 - ■ ine ons Recommended Baseline 'Add-ons' for Consideration Estimated Cost Range Item Description Low High Z.01 15'wide pedestrian bridge (prefab bowstring truss) $700,000 $770,000 2.02 Three play nodes $150,000 $165,000 2.03 Additional interactive water feature $100,000 $ 110,000 Z.04 Fishing dock (floating type) $85,000 $93,500 Z.05 Pond fountain 1 1 $2510001 $27,500 ESTIMATE SUBTOTAL: $1,060,000 $1,166, 000 Recommended Contingency 10% $106,000 $ 116, 6 0 0 Estimated Professional Design and Indirect Costs, 20%, $21210001 $233,200 ESTIMATED PROJECT TOTAL:0 1 $1,378,0001 $1,515,800 _TQR.A Ll N hex r 4e CITY ()r Monticello E;i 16 %6 ANIF6 k k -1% IL% a %. L% % SUTURE MIXED U E ��� �� % DEVELOPMENT %%%% .1 - Y k + � N. %.. N EW tzt Future rril)roiiernents (1 of 2) Future Development (Good/Great) Estimated Cost Range Item Description Low High 3.01 Site removals/grading $750,000 $900,000 3.02 Utilities (storm/water/san/electrical) $975,000 $1,170,000 3.03 Site Lighting - future Walkway $330,000 $396,000 3.04 Hockey lighting $250,000 $300,000 3.05 boarding docks $125,000 $150,000 3.06 Primary Interactive Water Feature (Snack Shack Plaza) $200,000 $240,000 3.07 Snack Shack w/Public Restroom $750,000 $900,000 3.08 Concrete Stepped Terrace into lake (adjacent to Snack Shack) $145,000 $174,000 3.09 15'wide pedestrian bridge (prefab bowstring truss) $650,000 $780,000 3.10 Shoreline - sheet piling / wall treatments $309,710 $371,652 3.11 Shoreline - Northern Biome Boulders $135,000 $148,500 3.12 Shoreline planting enhancements -Live plugs $273,750 $301,125 3.13 Play Pods / Nodes (1 per Biome) $195,000 $234,000 3.14 Large decorative concrete plazas ("Clearing," "Bridge Overlook" & "Snack Shack") $487,347 $584,816 3.15 Major Gateway Enhancement - Populus $153,767 $184,520 3.16 Major Gateway Enhancement - Tilia ("Midway") $125,637 $150,764 3.17 Major Gateway Enhancement - Tilia ("Promenade") $232,969 $279,563 3.18 Pavilion /Shade Structures $225,000 $270,000 3.19 Signage -Basic Wayfinding & Regulatory $30,000 $36,000 3.20 Site Furnishings (Excluding Gateway Furnishings) $262,500 $315,000 3.21 Signage - Entry Monument $100,000 $120,000 3.22 Signs- Gateway entrances $125,000 $150,000 3.23 Gateway Biome Enhancements- Planting Beds $653,400 $784,080 3.24 Biome Vegetation Treatment - Trees (2" - 4" cal.) $120,000 $144,000 3.25 15'Wide Primary Walking Loop - Reinf. Concrete $641,250 $769,500 3.26 Secondary Pathways - 10'wide concrete walks $809,250 $971,100 3.27 Secondary Pathways - 8` wide aggregate surface $ 74,030 $8 8, 8 3 6 3.28 Natural walls / boulder style to fit Biome $109,250 $131,100 :2 �n c.."�II.-l,..-.,�"+:.....-.-,.,.-�.,+., ole-.".- c.++..,,. nQ. r= +L,,.�:..� c,-.-,.-�.- ���C i -)n 4t�-7n 1 nn i R P ' Ll N i -Lx f 4� 4P CITY ()r Monticello Edi k % FUTURE MIXED US DEVELOPMENT .1 J}I 4f 1 EV Future rnl)rovenients (1 of 2) TOR.A LLlk r ~4 x 4e CITY ()r Monticello E;i 16 %6 ANIF6 k % a FUTURE MIXED USE �k� DEVELOPMENT .1 - Y k i % ,EV a ff A Jr A F 3.29 Small decorative concrete Plazas, Sitting Areas & Gathering Spaces $225,120 $270,144 3.30 Additional Interactive Water Features $375,000 $450,000 3.31 Secondary Gateway - Quercus ("The Ribbon") $2791522 $335,427 3.32 Secondary Gateway - Quercus ("Sculpture ") $209,568 $25 1,482 3.33 Backyard Game Plaza - synthetic lawn/walls/ramps $495,325 $594,r389 3.34 Additional Play Nodes/ Pods $150,000 $180,000 3.35 Babbling Creek Water Feature with timber ped crossing $250,000 $300,000 3.36 2 story park pavilion with adjacent plaza $9,850,000 $11,820,000 3.37 Maintenance & Storage Facility $2,700,000 $3,240,000 3.38 Skate Park - Custom concrete with seating & landscape improvements $450,000 $540,000 3.39 Expanded irrigation system (approx 10 acres) $525,000 $630,000 3.40 formal natural gas fire pit $30,000 $36,000 3.41 Feature lighting (to highlight bridges or sculptures) $200,000 $240,000 3.42 Artistic lighting (cattail lights., fireflies, etc.) - 3 areas $ 100,000 $120,000 3.43 Landscape lighting enhancements - allowance per area -suggest 3 areas per biome $540,000 $648,0001 3.44 artistic shade/trellis features with swinging benches $3 15,000 $37810001 3.45 Pond fountains $5010-00 $60,000 ESTIMATE SUBTOTAL: $25,982,394 $31,137,998 Recommended Contingency 15% $3,897,359 $4,670,700 Estimated Professional Design and Indirect Costs 20% $5.P1961479 $6,227,600 ESTIMATED PROJECT TOTAL: $35,076,232 $42,036,297 TOR.A LLlk r ~4 x 4e CITY ()r Monticello E;i 16 %6 ANIF6 k % a FUTURE MIXED USE �k� DEVELOPMENT .1 - Y k i % ,EV tzt Appendix: Other Deliverables provided to City • ALTA Survey • Geotechnical Report • Private Utility Reroute Summary St aff in addition to Master Plan: • Stormwater Management PlanReport is SWPPP for Interim Gradi Zoning and Bi • ome Maps ng operations � coir c�i- � Monticello I wsb ctb Next steps • September 2022 - City Council Meeting • 2023 -Proceed with final desig • 2024 TBD -Bidding n of Baseline • 2 24 011�iw -225 /TBD C-onstructi0on oversight Improvements � Monticello wsbI 31 THANK YOU 32 City Council Agenda: 08/14/23 2P. Consideration of Authorizing expenditure of City funds in an amount up to $7,500 for grant writing services through HR Green in connection with the MN -DEED Community Energy Transition (CET) Grant Program Prepared by: Economic Development Manager Meeting Date: 08/14/23 ❑x Consent Agenda Item ❑ Regular Agenda Item Reviewed by: Approved by: Community Development Director, City Administrator Community Economic Development Coordinator, Park & Recreation Director, Finance Director, City Engineer/Public Works Works ACTION REQUESTED Motion to authorize expenditures in an amount up to $7,500 for grant writing services, a professional service through HR Green, in connection with the MN -DEED Community Energy Transition (CET) Grant Program. REFERENCE AND BACKGROUND The MN -DEED CET Grant Program is a relatively new funding assistance program to assist eligible Minnesota communities with plans and infrastructure improvements to address the economic and social impacts associated with the closure or pending shut down of a major power generating facility. Per authorizing legislation, the grant dollars can be used for a variety of purposes to help communities transition away from reliance on the major energy generating facilities in terms of jobs, tax base and as a general economic engine. The City previously contracted with HR Green to write the first CET Grant application submittal in late 2021. That CET funding request by the City resulted in a $500,000 grant award in February 2022. City staff have a comfort level with HR Green consultants performing the grant writing assistance tasks as they have extensive experience and success in preparing applications for a variety of MN -DEED grant funding programs. More specifically, staff's recent experience with HR Green in completing a successful CET Grant Program application bolsters confidence that a high -scoring application can be accomplished in this process. Since Xcel Energy's Monticello Nuclear Generating Plant (MNGP) currently pays just under 50 percent of the City's property taxes, is a major employment hub (approximately 630 workers located at the site) and is facing license expiration in 2030, staff believe it is beneficial to apply City Council Agenda: 08/14/23 for the next round of CET grant funding to better prepare the City for a successful transition from reliance on an energy -based economy. The City's first CET Grant award was used for extensive planning and research efforts supporting the development of plans and studies geared toward attracting new employers and pursuing activities to increase the City's tax base and employment levels. In this new grant cycle, per the authorizing legislation, CET grant dollars can be used for studies as well as capital investments in critical public infrastructure that will help attract new business and grow the tax base. The amount of grant awards can be as high as $1,000,000 versus the 2022 cap of $500,000. As of the date of completing this staff report, the application materials and guidelines have not been posted on MN-DEED's website. Staff considers this grant writing authorization request to be a prudent initial proactive step in getting ready for what will be a competitive round of funding between approximately 14 communities throughout Minnesota. If the City Council approves the grant writing application tasks herein, then ultimately, at a future meeting, the actual CET Grant application proposal will be presented to the City Council for final approval prior to submission to MN -DEED. Staff believe it will score well if it addresses the industrial and commercial development objectives identified in the Monticello 2040 + Comprehensive Plan and the opportunities noted in the follow-up study plans completed through the first round of CET Grant funding. I. Budget Impact: The budgetary impact relating to authorizing the CET grant writing services is $7,500. It is believed that a professional grant writer is best positioned to help complete the grant document(s) submittal packet. Funding would come from the Water and Sewer Fund budget due to the desired end deliverables (studies and infrastructure) being tied to both of those municipal utilities. II. Staff Workload Impact: Community & Economic Development and City Administration staff have a small amount of time committed to the grant submittal effort to date. The second round of the CET Grant program was approved by the legislature in the session ending in late May 2023. As soon as the Grant program materials are made available on the MN -DEED website, in-house staff will commit additional time reviewing the guidelines and grant documents to help format the proposed scope of work. III. Comprehensive Plan Impact: The Vision adopted as part of the Monticello 2040 + Plan emphasizes the responsible growth and expansion of the tax base and efforts to create a vibrant economy offering good jobs. More specifically, the Monticello 2040 plan calls out a specific goal of "a stable and expanding tax base that diversifies the city's economy and creates a sustainable employment to offset the eventual closure of the Xcel Monticello City Council Agenda: 08/14/23 Nuclear Generating Plant." The CET Grant is specifically aimed at assisting the community in meeting this goal. STAFF RECOMMENDATION Staff recommends authorizing the funds for grant writing services. The CET Grant program is intended to help Minnesota communities like Monticello prepare for the eventual closure of major power generating facilities that play an outsized role in the economic and social fabric of the host locations. It is a competitive program with a funding level of $10,000,000. If the City Council approves the grant writing expenditures, staff will prepare the grant application materials and present them to the City Council at a future meeting for discussion and submittal approval to MN -DEED. SUPPORTING DATA • HR Green Grant Writing Contract HRGreen Simple Scope Short Form Agreement Project: CET Grant Writing Services Project No: 201620 Phase No(s).: 0001 Date: 8/10/2023 Client: City of Monticello Contact: Mr. James Thares Title: Economic Development Manager Address: 505 Walnut Street City/State/Zip: Monticello, MN 55362 Phone No. 763-271-3254 The CLIENT agrees to employ HR Green, Inc. (COMPANY) to perform the following services: COMPANY proposes to assist CLIENT with grant writing services in attempts to acquire CET grant dollars to help fund your proposed projects. Our services include the following tasks — 1) Meet with CLIENT to develop a draft list of the key elements and CET grant concepts/strategies to be included in the grant application to successfully convince the Minnesota Department of Employment and Economic Development's (DEED) grant reviewers to award to the grant to the City of Monticello; one-two meetings for this task. 2) Complete a draft application for the City of Monticello to review — Minnesota DEED's Community Energy Transition (CET) grant application. 3) Submit the draft CET grant application to the CLIENT for their review; one-two meetings for this task. 4) Make suggested edits to the CET grant application per city directions. 5) Assist CLIENT with the final submittal of the CET grant application to DEED. The CLIENT agrees to pay COMPANY for the above scope of services: Time & Material, Not to Exceed in the amount of $ 7,500.00 ❑ Reimbursable Expenses Included Version2.0 12172018 HRGreen ; ❑ Sub- Consultant Services Included ❑ Prepayment Required for Services to Commence Copy To: ® Accounting TERMS AND CONDITIONS Short Form Agreement CET Grant Funding Assistance 201620 8/10/2023 Page 2of3 Services provided by COMPANY under this Agreement will be performed in a manner consistent with that degree of care and skill ordinarily exercised by members of the same profession currently practicing at the same time and in the same or similar locality. Nothing contained in this Agreement shall create a contractual relationship with or a cause of action in favor of a third party against either the CLIENT or the COMPANY. COMPANY's services under this Agreement are being performed solely for the CLIENT's benefit, and no other party or entity shall have any claim against COMPANY because of this Agreement or the performance or nonperformance of services hereunder. The CLIENT and COMPANY agree to require a similar provision in all contracts with contractors, subcontractors, sub -consultants, vendors and other entities involved in this project to carry out the intent of this provision. In an effort to resolve any conflicts that arise during the design or construction of the project or following the completion of the project, the CLIENT and COMPANY agree that all disputes between them arising out of or relating to this Agreement shall be submitted to non-binding mediation unless the parties mutually agree otherwise. The CLIENT and COMPANY further agree to include a similar mediation provision in all agreements with independent contractors and consultants retained for the project and to require all independent contractors and consultants also to include a similar mediation provision in all agreements with subcontractors, sub -consultants, suppliers or fabricators so retained, thereby providing for mediation as the primary method for dispute resolution between the parties to those agreements. If litigation arises for purposes of collecting fees or expenses due under this Agreement, the Court in such litigation shall award reasonable costs and expenses, including attorney fees, to the party justly entitled thereto. In awarding attorney fees, the Court shall not be bound by any Court fee schedule, but shall, in the interest of justice, award the full amount of costs, expenses, and attorney fees paid or incurred in good faith. All reports, plans, specifications, field data, field notes, laboratory test data, calculations, estimates and other documents including all documents on electronic media prepared by COMPANY as instruments of service shall remain the property of COMPANY. All project documents including, but not limited to, plans and specifications furnished by COMPANY under this project are intended for use on this project only. Any reuse, without specific written verification or adoption by COMPANY, shall be at the CLIENT's sole risk, and CLIENT shall defend, indemnify and hold harmless COMPANY from all claims, damages and expenses including attorney's fees arising out of or resulting therefrom. Under no circumstances shall delivery of electronic files for use by the CLIENT be deemed a sale by the COMPANY, and the COMPANY makes no warranties, either expressed or implied, of merchantability and fitness for any particular purpose. In no event shall the COMPANY be liable for indirect or consequential damages as a result of the CLIENT's use or reuse of the electronic files. Because electronic file information can be easily altered, corrupted, or modified by other parties, either intentionally or inadvertently, without notice or indication, COMPANY reserves the right to remove itself from ownership and/or involvement in the material from each electronic medium not held in its possession. CLIENT shall retain copies of the work performed by COMPANY in electronic form only for information and use by CLIENT for the specific purpose for which COMPANY was engaged. Said material shall not be used by CLIENT or transferred to any other party, for use in other projects, additions to this project, or any other purpose for which the material was not strictly intended by COMPANY without COMPANY's expressed written permission. Any unauthorized use or reuse or modifications of this material shall be at CLIENT'S sole risk. Furthermore, the CLIENT agrees to defend, indemnify, and hold COMPANY harmless from all claims, injuries, damages, losses, expenses, and attorney's fees arising out of the modification or reuse of these materials. Version2.0 12172018 HRGreen . Short Form Agreement CET Grant Funding Assistance 201620 8/10/2023 Page 3of3 The CLIENT agrees that the General Contractor is solely responsible for job site safety, and warrants that this intent shall be made evident in the CLIENT's Agreement with the General Contractor. The CLIENT also agrees that the CLIENT, COMPANY and COMPANY's consultants shall be indemnified and shall be made additional insureds on the General Contractor's and all subcontractor's general liability policies on a primary and non-contributory basis. The CLIENT shall make no claim for professional negligence, either directly or in a third party claim, against COMPANY unless the CLIENT has first provided COMPANY with a written certification executed by an independent design professional currently practicing in the same discipline as COMPANY and licensed in the State in which the claim arises. The CLIENT agrees, to the fullest extent permitted by law, to limit the liability of COMPANY and COMPANY's officers, directors, partners, employees, shareholders, owners and sub -consultants to the CLIENT for any and all claims, losses, costs, damages of any nature whatsoever or claims expenses from any cause or causes, including attorneys' fees and costs and expert witness fees and costs, so that the total aggregate liability of COMPANY and its officers, directors, partners, employees, shareholders, owners and sub -consultants to all those named shall not exceed $ 10,000. It is intended that this limitation apply to any and all liability or cause of action however alleged or arising, unless otherwise prohibited by law. Invoices for COMPANY's services shall be submitted, on a monthly basis. Invoices shall be due and payable upon receipt. If any invoice is not paid within 15 days, COMPANY may, without waiving any claim or right against the CLIENT, and without liability whatsoever to the CLIENT suspend or terminate the performance of services. The retainer shall be credited on the final invoice. Accounts unpaid 30 days after the invoice date may be subject to a monthly service charge of 1.5% (or the maximum legal rate) on the unpaid balance. In the event any portion of an account remains unpaid 60 days after the billing, COMPANY may institute collection action and the CLIENT shall pay all costs of collection, including reasonable attorney's fees. The COMPANY is not a Municipal Advisor registered with the Security and Exchange Commission (SEC) as defined in the Dodd -Frank Wall Street Reform and Consumer Protection Act. When the CLIENT is a municipal entity as defined by said Act, and the CLIENT requires project financing information for the services performed under this AGREEMENT, the CLIENT will provide the COMPANY with a letter detailing who their independent registered municipal advisor is and that the CLIENT will rely on the advice of such advisor. A sample letter can be provided to the CLIENT upon request. This agreement is approved and accepted by the CLIENT and COMPANY upon both parties signing and dating the agreement. Services will not begin until COMPANY receives a signed agreement. The effective date of the agreement shall be the last date entered below. City of Monticello, MN Accepted by: Printed/ Typed Name: Title: Date: Version2.0 12172018 HR GREEN, INC. 2500 University Ave. W, Suite 40ON St. Paul, MN 55114 Phone Approved by: Printed/ Typed Name: James R. Rasmussen, P.E. Title: Vice President Date: August 10, 2023 City Council Agenda: 8/14/2023 2Q. Consideration to adopt Ordinance No. 804 for Amendments to the Monticello Zoning Ordinance related to commercial animal kennels as a principal use, including Use Table, Use Specific Standards and Definitions, and to adopt Summary Ordinance No. 804A. Applicant: City of Monticello Prepared by: Meeting Date: ® Consent Agenda Item Community Development Director, 8/14/2023 ❑ Regular Agenda Item Community & Economic Development Coordinator Reviewed by: Approved by: City Clerk, Grittman Consulting, Animal City Administrator Control Motion to approve Ordinance 804 amending the Monticello Zoning Ordinance related to commercial animal kennels as a principal use, including Use Table, Use Specific Standards and Definitions, based on findings in Resolution PC -2023-23 and approve Summary Ordinance 804A for publication. REFERENCE AND BACKGROUND Property: City of Monticello Planning Case Number: 2023-31 Request(s): Amendments to the Monticello Zoning Ordinance for commercial animal kennels and related animal care uses Deadline for Decision: NA Land Use Designation: Community Commercial, Regional Commercial, General Industrial Zoning Designation: B-4, Regional Business; B-3, Highway Business; 1-2, Heavy Industrial Overlays/Environmental Regulations Applicable: N/A Current Site Uses: N/A Surrounding Land Uses: N/A City Council Agenda: 8/14/2023 Project Description: Amendments to the Monticello Zoning Ordinance relating to commercial animal kennels and related services given the changing trends and conditions for animal care. ANALYSIS City staff recommends the proposed amendments to the Monticello Zoning Ordinance to address changing trends and conditions relating to the keeping and care of household pets and to clarify allowable animal care uses and standards. Monticello's zoning ordinance currently addresses animal boarding (to a limited extent) and veterinary services. Animal grooming services are considered a "Personal Service" activity as a principal use, or as an accessory use to other retail or veterinary principle uses. Commercial pet training and exercise facilities are not specifically addressed within the zoning code. According to the American Veterinary Medical Association, 44% of American households own at least one dog, and 29% of households own at least one cat. These percentages have shown a steady increase since 2016. With pet ownership, the amount of spending on domestic pet services has also increased. In 2022, the Washington Post cited a Bureau of Labor Statistics report that spending on pets rose from $460 in 2013 to $770 in 2021. These services include not only veterinary health and pet -related retail expenditures, but also commercial services for grooming, boarding, training, and exercise. Staff believes that changes to the current zoning ordinance are necessary to allow the expansion of these animal services within commercial areas, as well as to clarify and establish performance standards. A set of proposed amendments has therefore been developed in consultation with the City's Animal Control Officer and City Clerk. The proposed ordinance amendments include: • Update the definition of a "Kennel" to include more specific language on the care and keeping of household pets, including both day and overnight care. • Clarify pet grooming activity as a "Personal Service." • Expand the "Animal Kennel/Boarding" use to some, but not all, commercial and industrial zoning districts. Kennels are currently allowed only in the Agricultural zoning district. The use is proposed as conditional in each district, requiring a public hearing. • Amend the current use standards for kennels to address the potential impacts of the use within the expanded zoning districts. In addition to the proposed zoning standards for "Animal Kennel/Boarding (Commercial)", City code Chapter 90: Animals will also apply to these facilities. The City code requires these businesses to obtain a license from the City and to comply with the specific licensing City Council Agenda: 8/14/2023 requirements. The licensing requirements are separate and distinct from the proposed zoning standards for time, place, and manner. The current City code is attached for reference. A companion set of amendments to Chapter 90 is forthcoming from the City Clerk's office. For the kennel licensing, it is expected that the City code amendments will address the allowable number of animals, dogs that have been cited as "dangerous" by the City, as well as other animal welfare requirements. Animal kennels/boarding facilities will require both a conditional use permit and a license. This allows the City the ability to revoke a business license, while leaving the underlying property right via Conditional Use Permit in place, and vice versa depending on the standards maintained or violated. Budget Impact: The Planning & Zoning budget will cover the expenses for public hearing, as well as the hourly rates charged by the consulting City Planner. Total budget impact is anticipated at less than $2,000. II. Staff Workload Impact: Approximately 10 hours have been spent by Community Development, City Clerk, and Animal Control offices. III. Comprehensive Plan Impact: Monticello 2040 includes a policy that states "Use zoning regulations to focus the city's growth, improve the downtown, create complete neighborhoods, achieve compatibility between adjacent uses, address land use conflicts, promote employment and economic vitality, and protect the health and safety of the city's residents, workers and visitors." The proposed ordinance amendments accommodate a commercial business demand currently limited by the zoning ordinance, while incorporating regulations which address potential impacts specific to business use. PLANNING COMMISSION REVIEW AND RECOMMENDATION The Planning Commission reviewed the proposed ordinance amendments and held a public hearing on August 1, 2023. A potential business owner was present to address the Commission, indicating an interest in the City's discussion relative to potential future business opportunity. He offered no comment on the substance of the ordinance itself. The Commission clarified that ordinance and code requirements for home occupation would still apply separately to these commercial zoning standards. Staff confirmed and noted that both the zoning ordinance and City code regulate the ability to offer home-based commercial boarding, training and exercise services. Following the hearing and discussion, the Commission voted to recommend the ordinance amendments unanimously. City Council Agenda: 8/14/2023 STAFF RECOMMENDED ACTION Staff recommends approval of the proposed amendments. The pet care industry has expanded and adapted to meet the changing needs of pet owners and their animals. The proposed ordinance amendments attempt to allow for and regulate these types of uses. SUPPORTING DATA A. Ordinance No. 804, DRAFT B. Summary Ordinance No. 804A C. Resolution PC -2023-23 D. Excerpts, Monticello Zoning Ordinance, Current E. Excerpts, Monticello City Code, Current F. Article "Pet Ownership Rate Stabilizes as Spending Increases", American Veterinary Medical Association G. Zoning Map ORDINANCE NO. 804 AN ORDINANCE AMENDING THE MONTICELLO CITY CODE XV, CHAPTER 153, MONTICELLO ZONING ORDINANCE, SECTIONS § 153.012 DEFINITIONS § 153.090 USE TABLE § 153.091 USE -SPECIFIC STANDARDS THE CITY COUNCIL OF THE CITY OF MONTICELLO ORDAINS: SECTION 1. § 153.012 DEFINITIONS is hereby amended to read as follows: ANIMAL KENNEL/BOARDING (COMMERCIAL). A facility or service where dogs, cats and/or other small household Pets as permitted by City Code are kept or maintained (day or overnight), for the care, training, exercising and/or socializing by a Person other than the owner of the animals° or a fee. Animal boarding may include incidental grooming walkers or training services. Animal boarding does not include facilities that provide breeding of animals, selling of animals, or facilities whose primaty source o� revenue is licensed veterinarian services. PERSONAL SERVICES. Establishments that primarily engage in providing services generally involving the care of the person or person's possessions. Personal services may include but are not limited to: laundry and dry-cleaning services, barber shops, beauty salons, health and fitness studios, music schools, informational and instructional services, tanning salons, body art (including tattooing), and portrait studios. This use may also include indoor pet grooming services for dogs, cats and/or small household pets as permitted by City Code, not including animal kennel/boarding or overnight care, outdoor activities or veterinary activities. SECTION 2. § 153.090 USE TABLE, TABLE 5-1: USES BY DISTRICT is hereby amended as follows: TABLE 5-1: USES BY DISTRICT Use Types Base ZoningDistricts "P" = Permitted "C" = Additional Conditionally A R R R T R R M B B B B C P I I I Requirements Permitted O A 1 2 N 3 4 H 1 2 3 4 1 2 "I" = Interim D D C Permitted Animal C C C C Kennels/Board § 153.091(E)(17) ing Commercial SECTION 3. § 153.091 USE -SPECIFIC STANDARDS is hereby amended to read as follows: (E) Regulations for Commercial Uses (17) Animal Kennels/Boarding (Commercial) (a) The kennel shall be sufficiently insulated so no unreasonable noise or odor can be detected off the premises. (b) Any open funs or- peas used to house anifnals shall be leeated at least 75 feet f+8M a+ly let line. (e) Aeeessofy uses to a kennel may ifielude retail sales and gr-oofni as long as the aeeesser-y es do not oeoupy more than 251 of the Iota gross floor- afea of the pr-ineipal bttilding-. (d) All kennels shall operate in eonfoFmanee with City Code Fequir-ements an l; �censirrcr (b) Outdoor kennels or cages and any outdoor storage uses are prohibited. (c) The faciliiy's minimum floor area size must provide for seventZ--five (75) squares set per dog and twenty (20) square feet per cat or other animal at any one time, exclusive of office or storage area. The faciliby must provide one cage or air kennel per animal. () Animal wastes shall be immediately cleaned with solid wastes being enclosed in a container ofsufficient construction to eliminate odors and organisms. All animal waste must be properly disposed of daily by a contracted refuse service. (e) For all areas for animal care or keeping finish materials below orU-eight inches (48') in height shall be impervious, washable materials such as sealed masonry, ceramic tile, zlassboard, or marlite. Floor finish shall be sealed concrete or other approved impervious surface. OA ( If an outdoor exercise area is provided, it shall be at least one hundred square feet in size for each animal that occupies that area at any time. (g) Outdoor areas used for animal training or exercise shall be enclosed or fenced in such manner as to prevent the runningatlarge or escape of animals confined therein and must fully screen the activity from public riof--way and adjacent property. (h) If adjacent to residential uses, outdoor animal use areas must be set back at least 50efeet from all property lines, and 75 feet from residential property lot lines. (i) Outdoor use areas must be located in side or rear yards of the property (j) Fencing materials must be at least 6' in height, must be fully opaque and must consist of durable, maintenance -free materials. (k) Use of outdoor areas is limited to 7 AM to 9 PM. (l) Outdoor uses areas shall be limited to no more than six animals outside at any one time. in) Animals must be supervised at all times when outdoors. (n) No more than 4 animals shall be outside the fenced area per supervising stwEperson and all animals must be leashed. (6) Related accessory services including aroominQ, veterinary services, and accessory retail sales may be conducted or provided at the facility, provided that: (1) Veterinary services are limited to annual checks and vaccination T services and shall not exceed 30% of the total building (2) Retail component of kennel facility shall not exceed 15% of total building (p) The facility ventilation system must be completely separate and independent of other tenant space within the building_ (q) All City Code, State Health Department and Minnesota Pollution Control Agency licenses and requirements for such facilities are current and compliant. SECTION 6. The City Clerk is hereby directed to make the changes required by this Ordinance as part of the Official Monticello City Code, Title XV, Chapter 153, Zoning Ordinance, and to renumber the tables and chapters accordingly as necessary to provide the intended effect of this Ordinance. The City Clerk is further directed to make necessary corrections to any internal citations that result from said renumbering process, provided that such changes retain the purpose and intent of the Zoning Ordinance as has been adopted. SECTION 7. This Ordinance shall take effect and be in full force from and after its passage and publication. The ordinance in its entirety and map shall be posted on the City website after publication. Copies of the complete Ordinance and map are available online and at Monticello City Hall. Adopted by the City Council of the City of Monticello, Wright County, Minnesota this 14th day of August, 2023. Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk AYES: NAYS: SUMMARY ORDINANCE NO. 804A CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA A SUMMARY ORDINANCE AMENDING CITY CODE XV, CHAPTER 153, MONTICELLO ZONING ORDINANCE, SECTIONS § 153.012 DEFINITIONS, §153.090 USE TABLE, §153.091 USE -SPECIFIC STANDARDS NOTICE IS HEREBY GIVEN that, on August 14, 2023, Ordinance No. 804 was adopted by the City Council of the City of Monticello, Minnesota. Due to the lengthy nature of Ordinance No. 804, the following Summary Ordinance No. 804A has been prepared for publication as authorized by state law. The ordinance adopted by the Council amends the Monticello Zoning Ordinance found in Title XV, Chapter 153 of the Monticello City Code. The general purpose of the ordinance is to amend the code to address animal kennels and boarding. The following sections were amended: §153.012 Definitions §153.092 Use Table §153.091 Use -Specific Standards A printed copy of the whole ordinance is available for inspection by any person during the City's regular office hours. The complete ordinance will be posted on the City's website following publication. APPROVED FOR PUBLICATION by the City Council of the City of Monticello, Minnesota, this 141h day of August, 2023. ATTEST: Jennifer Schreiber, City Clerk VOTING IN FAVOR: VOTING IN OPPOSITION: ABSENT: CITY OF MONTICELLO Lloyd Hilgart, Mayor CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2023-23 A RESOLUTION RECOMMENDING APPROVAL OF AMENDMENTS TO SECTIONS 153.012, 153.090 AND 153.091 OF THE MONTICELLO ZONING ORDINANCE RELATING TO REGULATIONS GOVERNING ANIMAL KENNELS/BOARDING (COMMERCIAL) AND OTHER ANIMAL -RELATED ZONING ORDINANCES WHEREAS, the City finds that regulation of household animal -related land uses is important to manage the potential effects of such uses on the community; and WHEREAS, the changes to the care and services provided for household animals and appropriate municipal regulations of this use will help protect public health and safety; and WHEREAS, the current city ordinances require additional clarification to provide necessary land use allowances and regulations for such uses; and WHEREAS, the Planning Commission held a public hearing on August 1St, 2023 on the application and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. Changes to the ordinance are necessary to ensure reasonable regulations. 2. Establishing the proposed regulations is consistent with the City's goals for managing land use throughout the community. 3. The proposed amendments provide the ability to properly address changing commercial animal care and service uses. 4. The proposed amendments provide reasonable regulation of the issue to ensure that common elements of the activity are addressed and managed. NOW, THEREFORE, BE /T RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the proposed amendment to the zoning ordinance. ADOPTED this 1st day of August, 2023 by the Planning Commission of the City of Monticello, Minnesota. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2023-23 MONTICELLO PLANNING COMMISSION By: Paul nsor, Chair ATTEST: AnkeKa ScV( ir/ar n, Community Development Director children. This term does not include any type of residential or non-residential facility for persons convicted of crimes, or for persons accused of crimes who are diverted to the facility before conviction; nor does it include a residential facility whose primary purpose is to treat juveniles who have violated criminal statutes relating to sex offenses or have been adjudicated delinquent on the basis of conduct in violation of criminal statutes relating to sex offenses. GROWLER. A 64 fluid ounce (1.89 liter) container of beer that is made available for purchase at the brewery where it's produced. Said container is available for off -sale consumption only. HEAVYINDUSTRIAL USE. See HEAVY MANUFACTURING. HELIPORT. An area used or intended to be used for the landing and takeoff of helicopters, and may include any or all of the areas of buildings appropriate to accomplish these functions. HIGH RISK TREE. Any tree with structural defects sufficient to render the tree or part of the tree likely to fail and cause damage to persons, property, or other significant vegetation, as determined by a qualified arborist or other tree professional. HOME OCCUPATION. An occupation carried on in a dwelling unit by the resident thereof; provided that the use is limited in extent and incidental and secondary to the use of the dwelling unit for residential purposes and does not change the character thereof. HOOP BUILDING (see also TARP GARAGE). A portable or permanently anchored structure defined mainly by a steel or PVC frame over which a cover made from plastic, tarp, or other similar type fabrics or materials is placed. ~I HOSPITAL. A facility providing medical, psychiatric, or surgical services for sick or injured persons primarily on an inpatient basis, including ancillary facilities for outpatient and emergency treatment, diagnostic services, training, research, and administration, and services to patients, employees, or visitors. IMPERVIOUS SURFACE. A constructed hard surface that either prevents or retards the entry of water into the soil and causes water to run off the surface in greater quantities and at an increased rate of flow than existed prior to development. Examples include rooftops, sidewalks, patios, parking lots, storage areas and concrete, asphalt, or gravel driveways or roads. INDOOR FOOD/CONVENIENCE SALES. A small retail establishment located within or associated with another use that offers for sale prepared food or convenience goods such as prepackaged food items, tobacco, periodicals, and other household goods. INDUSTRIAL SELF -STORAGE. A land use characterized by larger spaces available to occupants for the purposes of storage of commercial, industrial, or personal goods, as well as business, industrial, or hobby activities accessory to such storage as may be permitted within the zoning district, provided that no such space is subdivided to a total area that is less than 2,000 square feet in area. INDUSTRIAL SERVICES (GENERAL). Businesses that are engaged in the repair or servicing of industrial, business, or consumer machinery, equipment, products, or by-products; or providing other related services primarily for industrial businesses. Industrial service firms that service consumer goods do so by mainly providing centralized services for separate retail outlets. Also includes firms such as contractors and building maintenance services and similar establishments engaged in performance of services off-site. Few customers, especially the general public, come to the site. Accessory activities may include retail sales, offices, parking and storage. INTENSIVE VEGETATION CLEARING. The complete removal of trees or shrubs in a contiguous patch, strip, row, or block. KENNEL (COMMERCIAL). A facility for the boarding, breeding, raising, grooming, selling, training or other animal husbandry activities for dogs, cats or other animals for financial or other compensation. LAKE, GENERAL DEVELOPMENT. Lakes that usually have more than 225 acres of water per mile of shoreline and 25 dwellings per mile of shoreline, and are more than 15 feet deep. LAKE, NATURAL ENVIRONMENT. Lakes that usually have less than 150 total acres, less than 60 acres per mile of shoreline, and less than three dwellings per mile of shoreline. They may have some winter kill of fish; may have shallow, swampy shoreline; and are less than 15 feet deep. LAKE, RECREATIONAL DEVELOPMENT. Lakes that usually have between 60 and 225 acres of water per mile of shoreline, between three and 25 dwellings per mile of shoreline, and are more than 15 feet deep. LAND DISTURBING ACTIVITY. Any land change that may result in soil erosion from water or wind and the movement of sediments into or upon waters or lands within the city's jurisdiction, including, but not limited to, clearing, grubbing, grading, excavating, transporting and filling. LAND RECLAMATION. The reclaiming of land by the importation, depositing, or grading of soils in excess of 400 cubic impact of a large parking area from adjacent properties. PARKING LOT DRIVE AISLE. A vehicular accessway located within an off-street parking or vehicular use area which serves individual parking stalls and driveways. PARKING SPACE/STALL. An area enclosed in the main building, in an accessory building, or unenclosed sufficient in size to store one automobile which has adequate access to a public street or alley and permitting satisfactory ingress and egress of an automobile. PARKING STRUCTURE. A structure designed to accommodate vehicular parking spaces that are fully or partially enclosed or located on the deck surface of a building. This definition includes parking garages, decks, and ramp parking. PARKING, SURFACED. A parking space or storage space which is paved, or surfaced with crushed rock, such as Class V limestone, crushed or decomposed granite, "con -bit", or landscaping rock of adequate durability to support the load parked or stored thereon. PARKING, UNSURFACED. A storage space which is covered by vegetation, such as grass or other landscaped cover, and which is mowed or trimmed to meet the city's weed control regulations. Unsurfaced space may not include bare ground which may be subject to erosion, tracking of mud onto the roadway, or drainage of silt into a public drainage easement or waterway. PASSENGER TERMINAL. A place that receives and discharges passengers which generally includes facilities and equipment required for the operation. Examples include terminals for bus, taxi, railroad, shuttle van, or other similar vehicular services. This definition does not include bus stops or similar transfer points for passengers at which no facilities (excluding a bench or shelter) are provided. PAVED. A parking space or storage space which is surfaced with only the following materials: Asphalt, concrete, and natural or man-made paving stones such as brick, granite, or concrete pavers, provided such pavers have a flat surface area of no less than nine square inches. PERFORMANCE STANDARD. Criterion established to control and limit the impacts generated by, or inherent in, uses of land or buildings. The term "performance standard" shall be synonymous with "finishing standard." PERIMETER SEDIMENT CONTROL. A barrier that prevents sediment from leaving a site by filtering sediment -laden runoff or diverting it to a sediment trap or basin. PERMANENT COVER. Final stabilization. PERMITTED USE. A use which may be lawfully established in a particular district or districts, provided it conforms with all requirements, regulations, and performance standards (if any) of such districts. PERMITTEE. Applicant for and recipient of an approved permit. PERSON. An individual, firm, partnership, association, corporation, or organization of any kind. PERSONAL SERVICES. Establishments that primarily engage in providing services generally involving the care of the person or person's possessions. Personal services may include but are not limited to: laundry and dry-cleaning services, barber shops, beauty salons, health and fitness studios, music schools, informational and instructional services, tanning salons, body art (including tattooing), and portrait studios. PHASING (IN RELATION TO GRADING). Clearing a parcel of land in distinct phases, with the stabilization of each phase completed before the clearing of the next. PLACE OF PUBLIC ASSEMBLY. An institution or facility that congregations of people regularly attend to participate in or hold meetings, workshops, lectures, civic activities, religious services, and other similar activities, including buildings in which such functions and activities are held. Places of public assembly are characterized by individuals arriving and departing at regularly scheduled times and do not include event centers. Common characteristics of places of public assembly, which differentiate such uses from event centers, may include but are not limited to, the following: (1) Regular activity schedules. (2) No display and/or sale of retail commercial goods or services. (3) The generation of traffic at routine time periods. (4) Predictable traffic volumes during activities. (5) Locations that may be in commercial, industrial, or residential zoning districts. PLAN REQUIREMENTS AND DESIGN GUIDELINES. Manual detailing city specifications for all plan requirements. PLANNED UNIT DEVELOPMENT. A type of development which may incorporate a variety of land uses planned and developed as a unit. The planned unit development is distinguished from the traditional subdivision process of development in that zoning standards such as density, setbacks, height limits, and minimum lot sizes may be altered by negotiation and agreement between the developer, the municipality, and the Commissioner of Natural Resources as may be required. PLANTING STRIP. Areas intended for the placement of vegetation within the interior of vehicular use areas or along street VEHICLE, EMERGENCY. For the purpose of evaluating vehicles which may be parked in residential areas, the term emergency vehicle shall include ambulances, police and sheriff's department vehicles, fire protection vehicles, emergency towing vehicles, and other law enforcement vehicles. VEHICLE, PASSENGER. A vehicle capable of moving under its own power which is licensed and operable for use on public roadways, and shall include the following vehicles: Passenger automobiles, pick-up trucks and sport -utility vehicles of less than 9,000 pounds gross vehicle weight, pick-up trucks and sport -utility vehicles of between 9,000 pounds and 13,000 pounds with no visible commercial messages, commuter vans of a capacity up to 16 persons, and motorcycles. VEHICLE, RECREATIONAL. (1) A vehicle that is used primarily for recreational or vacation purposes, and which is licensed and operable for use on public roadways, whether self-propelled, carried on, or towed behind a self-propelled vehicle. (2) Operable recreational equipment that is not licensed for used on the public roadway, but used off-road, such as all - terrain vehicles, boats, off-road motorcycles, race vehicles, snowmobiles, or similar equipment. Such equipment shall be properly licensed if the State of Minnesota provides for such licensing. (3) Licensed, operable trailers which may be used to tow recreational equipment, whether such trailers are loaded or unloaded, including utility trailers. Where a trailer is loaded with recreational equipment, such trailer and equipment shall be considered to be one piece of equipment for the purposes of this section. VEHICLE, LARGE COMMERCIAL. A vehicle used for commercial purposes which is a semi -tractor and/or semi -trailer, dump truck, or any other commercial vehicle that does not qualify under the definition of a "small commercial vehicle". VEHICLE, SMALL COMMERCIAL. A vehicle used primarily for commercial purposes, including pick-up trucks and sport - utility vehicles larger than 9,000 pounds gross vehicle weight, but less than 13,000 pounds gross vehicle weight which display a commercial business message, and all other commercial vans or trucks, regardless of commercial message which are no greater than any of the following dimensions: 22 feet in length, eight feet in height, and eight and one-half feet in width. VEHICLE FUEL SALES. (1) Buildings and premises where dispensing, sale, or offering for sale at retail (or in connection with a private operation where the general public is excluded from use of facilities) of motor fuels, including gasoline, diesel, natural gas, or other petroleum fuels and oils, electric charging stations of more than two such stations, hydrogen, or any other fuel intended to power motor vehicles of any sort, and where in addition, the following services may be rendered and sales made, and other similar related uses: (a) "Automotive repair - minor" as defined by this chapter; (b) Retail sales of packaged foods, prepared foods and other convenience goods for station customers, as accessory and incidental to principal operation; and (c) Provision of restroom facilities, but not including showers. (2) Uses permissible at a vehicle fuel sales establishment do not include "automobile repair - major" as defined by this chapter, major mechanical and body work, straightening of body parts, painting, welding, storage of automobiles not in operating condition, or other work involving noise, glare, fumes, smoke or other characteristics to an extent greater than normally found in filling stations. Vehicle fuel sales establishments are intended for the servicing and delivery of goods to passenger vehicles and small commercial vehicles. Facilities for sales to large trucks may be included, but shall not include activities that would constitute uses most commonly found at a truck stop, such as showers, truck washes, truck parking or truck storage for more than temporary periods necessary to purchase and pay for retail goods. VEHICLE SALES OR RENTAL. Establishments primarily engaged in the retail sale of new and used -in operating condition -automobiles, noncommercial trucks, motor homes, recreational vehicles or farm machinery; including incidental storage, maintenance, and servicing. VEHICULAR USE AREA LANDSCAPING, INTERIOR. Vegetative material, structures (walls or fences), berms, and associated ground cover located within the interior of a parking lot, or other vehicular use area for the purposes of providing visual relief and heat abatement (see § 153.060(F)). VEHICULAR USE AREA LANDSCAPING, PERIMETER. Vegetative material, structures (walls or fences), berms, and associated ground cover located around the perimeter of a parking lot, or other vehicular use area when such areas are adjacent to a street right-of-way or land in a residential district or residentially developed lands, used property for the purposes of screening the vehicular use area from off-site views (see § 153.0604.1(F)). VETERINARY FACILITIES - NEIGHBORHOOD. An establishment for licensed practitioners engaged in practicing veterinary medicine, dentistry, or surgery for small household pets only. VETERINARY FACILITIES - RURAL. An establishment for licensed practitioners engaged in practicing veterinary medicine, dentistry, or surgery for all animals. VISIBLE. Capable of being seen by a person of normal visual acuity (whether legible or not) without visual aid. WALL. Any structure which defines the exterior boundaries or courts of a building or structure and which has a slope of 60 Country club C Base Zoning Districts Additional Requirements "P" = Permitted § 153.091(E) C P ..C.. = Conditionally (10) Day care C C C P P C T § 153.091(E) centers M 8 B B B C C / B 11 12 O A 2 N (11) Entertainment/ H 1 2 3 4 C "I" = Interim recreation, D D P P Permitted C C C § 153.091(E) indoor TABLE 5-1: USES BY DISTRICT Use Types Base Zoning Districts Additional (12) commercial Requirements "P" = Permitted C P Entertainment/ ..C.. = Conditionally recreation, C I Permitted A R R C C R R M 8 C § 153.091(E) outdoor C C B 11 12 O A 1 2 N 3 4 H 1 2 (13) commercial C "I" = Interim TABLE 5-1: USES BY DISTRICT Use Types Base Zoning Districts Additional Requirements "P" = Permitted C P ..C.. = Conditionally Permitted A R R1 R T R R M 8 B B B C C / B 11 12 O A 2 N 3 4 H 1 2 3 4 C "I" = Interim D D Permitted TABLE 5-1: USES BY DISTRICT Use Types Base Zoning Districts Additional Requirements "P" = Permitted C P ..C.. = Conditionally I Permitted A R R R T R R M 8 B 8 B C C B 11 12 O A 1 2 N 3 4 H 1 2 3 4 C "I" = Interim D D Permitted Commercial Uses Event center C C C § 153.091(E)14) Financial P P P § 153.091(E) institution (15) Funeral P P § 153.091(E) services (16) Kennels C § 153.091(E) (commercial) (17) Landscaping/ § 153.091(E) nursery P (18) business Offices, commercial § 153.091(E) and P P P P P P P (20) professional services Personal C P P P § 153.091(E) services (22) Production brewery or micro- distillery without See Table See Ordinance P P § 153.091(F) (12) taproom (f) All lighting shall be in compliance with §153.063. (14) Event centers. (a) Proximity to residential uses. Property upon which event centers are located shall not abut residentially zoned property, with the exception of R-3 and R-4 zoned properties. (b) Parking. Off-street parking for event centers shall be provided in accordance with §153.067. (c) Event size. Event centers shall be allowed a maximum event size as specified by the conditional use permit. (d) Number of events. 1. Event centers in the B-3 and B-4 District are not restricted in the number of events allowed unless restricted by the conditional use permit. 2. Event centers in the B-2 District may be limited to certain days or number of events by the City Council per the conditional use permit. (e) Hours of operation. Event center hours of operation shall be as established by the City Council per the conditional use permit. (f) Noise regulations. Event centers shall be subject to the noise -related provisions of City Code. (g) Food regulations. Event centers may serve food and beverages as an accessory activity in accordance with all applicable federal, state, and city regulations. (h) Overnight accommodations. Overnight accommodations are not allowed. (i) Accessibility. All buildings used in conjunction with event centers shall meet applicable accessibility requirements imposed by state or federal law. Q) Code compliance. The building(s) used for the event center shall meet any and all applicable federal, state, and local codes, including those which apply to sanitary facilities. (k) Outdoor events. All events shall take place within the event center building(s), unless otherwise allowed in the zoning district or City Code. (15) Financial institutions. Drive-thru service, if approved as an accessory use to a financial institution, shall be located to the side or rear of the principal building whenever feasible. (16) Funeral services. (a) Funeral homes shall have its principal frontage, access, and orientation direction on an arterial or collector street. (b) All structures shall be located so as not to require access from an interior residential street. (17) Kennels (commercial): (a) The kennel shall be sufficiently insulated so no unreasonable noise or odor can be detected off the premises. (b) Any open runs or pens used to house animals shall be located at least 75 feet from any lot line. (c) Accessory uses to a kennel may include retail sales and grooming services, as long as the accessory uses do not occupy more than 25% of the total gross floor area of the principal building. (d) All kennels shall operate in conformance with City Code requirements and licensures. (18) Landscaping/nursery business. (a) The business shall be located next to a collector or arterial street as identified in the comprehensive plan, or otherwise located so that access to the site will not conduct significant traffic on local residential streets. (19) Medical/clinical services. In the CCD, the following conditions shall apply: (a) Building architecture shall be designed to reflect retail street -level architecture as defined in the City's Comprehensive Plan, and detailed in the Comprehensive Plan Amendment entitled "Downtown Monticello Small Area Plan." (b) Street -level floor planning designed to accommodate use by or conversion to future use as retail land uses. (20) Offices (commercial). (a) Outdoor storage and accessory building - major shall be prohibited. (b) Buildings or structures with less than 51 % of office space shall not be classified as an office use and shall be regulated by the other use of the structure. (c) If in the B-1 district, the following shall apply: 1. The traffic generated will not raise traffic volumes beyond the capacity of the surrounding area. 2. The architectural appearance of the building housing the office use shall reflect the building character of the area and shall not be so dissimilar as to cause impairment of property values or constitute a blighting influence within the neighborhood. 3. The provisions of this chapter are considered and satisfactorily met. 4. The site shall conform to signage requirements provided under §153.064. 5. The site shall conform to lighting requirements as provided in this chapter. The lighting shall be restricted to be consistent with the hours of operation, within one half hour of open and close times. (d) In the CCD, the following conditions shall apply: 1. Building architecture shall be designed to reflect retail street -level architecture as defined in the City's Comprehensive Plan, and detailed in the Comprehensive Plan Amendment entitled "Downtown Monticello Small Area Plan." 2. Street -level floor planning designed to accommodate use by or conversion to future use as retail land uses. 3. Parking areas shall be situated so as to minimize their exposure to public areas, or shall be landscaped and screened to minimize large expanses of open pavement. (21) Offices (professional) including financial institutions. (a) Outdoor storage and accessory building - major shall be prohibited. (b) Buildings or structures with less than 51 % of office space shall not be classified as an office use and shall be regulated by the other use of the structure. (c) If in the B-1 district, the following shall apply: 1. The traffic generated will not raise traffic volumes beyond the capacity of the surrounding area. 2. The architectural appearance of the building housing the office use shall reflect the building character of the area and shall not be so dissimilar as to cause impairment of property values or constitute a blighting influence within the neighborhood. 3. The provisions of this chapter are considered and satisfactorily met. 4. The site shall conform to signage requirements provided under §153.064. 5. The site shall conform to lighting requirements as provided in this chapter. The lighting shall be restricted to be consistent with the hours of operation, within one half hour of open and close times. (d) In the CCD, the following conditions shall apply: Building architecture shall be designed to reflect retail street -level architecture as defined in the City's Comprehensive Plan, and detailed in the Comprehensive Plan Amendment entitled "Downtown Monticello Small Area Plan." (e) Street -level floor planning designed to accommodate use by or conversion to future use as retail land uses. (f) Parking areas shall be situated so as to minimize their exposure to public areas, or shall be landscaped and screened to minimize large expanses of open pavement. (g) Parking supply shall be calculated at the same rate as retail sales. (22) Personal services. (a) Outdoor storage and accessory building - major shall be prohibited. (b) Drive-thru service shall require authorization through conditional use permit in accordance with §153.091. (c) In the B-1 district, the following shall apply: 1. Outdoor lighting shall be restricted to be consistent with the hours of operation, within one half hour of open and close times. 2. Hours of operation shall be limited to 6:00 a.m. to 9:00 p.m. (d) Establishments engaged in dry cleaning shall be held to the following requirements: 1. Dry cleaning processing shall be restricted to the B-4 district. 2. Dry cleaning operations shall be self-contained in terms of noise and fumes with no venting to outside of building. 3. Dry cleaning facilities shall have direct access to major thoroughfare via driveway or frontage road. (e) Tattoo facilities and providers shall be required to comply with the requirements of the Minnesota Department of Health licensing requirements and regulations, and display evidence of such compliance in a conspicuous location within the establishment. (23) Production breweries and micro -distilleries with accessory taproom or cocktail room.Production breweries and (e) The outside sales and display area does not utilize parking spaces which are required for conformance with this chapter. (f) Vehicular access points shall create a minimum of conflict with through traffic movement and shall be subject to the approval of the Community Development Department. (g) There is a minimum lot area of 22,500 square feet and minimum lot dimensions of 150 feet by 130 feet. (h) A drainage system subject to the approval of the Community Development Department shall be installed. (31) Veterinary facilities. (a) Treatment shall be limited to small household pets unless the facility is conditionally permitted as a rural veterinary facility. (b) In the CCD district, animals shall only be housed overnight if they are undergoing medical treatment or observation. Overnight boarding for non-medical reasons shall be prohibited. (c) The site shall be designed to prevent animal waste from being exposed to stormwater or entering the stormwater system, streams, lakes, or conveyances. If an area is provided for animals walking, it shall not be exposed to stormwater and the waste shall immediately be picked up and disposed of properly. (d) Animals shall not be kept outdoors or be allowed to remain outside unsupervised. (e) All animals must be leashed. (f) No outside storage of carcasses. (g) The facility shall be subject to an annual inspection by a City Health Officer at owner's expense. (h) In the CCD, F-1 sub -district, the following additional standards shall apply: 1. Building architecture shall be designed to reflect retail street -level architecture as defined in the City's Comprehensive Plan, and detailed in the Comprehensive Plan Amendment entitled "Downtown Monticello Small Area Plan." 2. Street level floor planning designed to accommodate use by or conversion to future use as retail uses. 3. Overnight animal boarding shall only be allowed as an accessory use to clinic services, and shall be situated so as to prohibit exposure, noise, or other nuisance conditions. (32) Retail service. (a) Repair of all goods shall occur within an enclosed building. (b) Outdoor sales and display shall be conducted in accordance with this chapter. (c) Off-street loading and delivery shall be in accordance with this chapter and shall not reduce the required off-street parking required for the site and use. (d) Outdoor storage shall be prohibited. (e) No process involved in a service operation shall produce noise, vibration, air pollution, fire hazard, or noxious emission which will disturb or endanger neighboring properties. (f) If adjacent to a residential property, the use shall require installation of a buffer yard in accordance with this chapter. (F) Regulations for industrial uses. (1) Automobile repair- major. (a) Door opening to service area garage must not face street frontage. (b) Vehicle storage area limited to 50% of floor space of the structure housing the auto body shop. (c) All vehicles being serviced and all vehicle parts must be stored inside or in vehicle storage area. (d) Vehicle storage area shall be enclosed by enclosure intended to screen the view of vehicles in storage from the outside. Enclosure shall consist of a six-foot high, 100% opaque fence designed to blend with the auto body shop structure and consisting of materials treated to resist discoloration. (e) The floor of the vehicle storage area shall consist of asphalt or concrete paving. (f) All work on vehicles or vehicle parts shall be conducted within an enclosed building. (g) No conditional use permit shall be granted for an auto body shop located within 600 feet of a residential zone existing at the time the conditional use permit is granted. (2) Bulk fuel sales and storage. (a) Gas storage shall be limited to quantities not exceeding 500,000 cubic feet and not located within 100 feet from `AVMA American Vetecivary Idedical Association HOME AVMA NEWS ► PET OWNERSHIP RATE STABILIZES AS SPENDING INCREASES X1P11 AVMA Pet ownership rate stabilizes as spending increases By R. Scott Nolen October 26, 2022 The size of the U.S. pet population remained relatively stable over the past six years despite an increase in dog ownership in 2020 during the COVID-19 pandemic and more recent growth in the number of cat -owning households, according to preliminary results from the 2022 AVMA Pet Ownership and Demographics Sourcebook. The sourcebook shows the percentage of U.S. households that own at least one dog increased from 38% to 45% between 2016 and 2020 but had leveled off by 2022. Cats, on the other hand, are becoming more popular recently. The percentage of households that own at least one cat increased slightly between 2016 and 2020, from 25% to 26%, and then increased to 29% in 2022. "The increase in the number of households with dogs looks large, but it occurred over a six-year period, which is actually pretty conservative growth," said Rosemary Radich, former principal data scientist for the AVMA Veterinary Economics Division, in a prerecorded presentation Oct. 24 during the two-day AVMA Veterinary Economic and Business Forum, held virtually this year. Home ownership and income impact dog ownership Dog p01}ulation 5 and -ownership are influenced by the overall eCoAomy Households with dogs Dome ownershfq Median real household income 65.S% $71.2k 44,6%44.5# 65.596 $70.8k 38.4% 8 .796 $66.7 k 2016 2024 2422 2016 2020 2021 2016 2020 2021 y'CvPri# A�rarr+.a.w,u AVMA Enlarge Economy's influence During her talk, Radich highlighted trends in U.S. pet ownership outlined in the AVMA sourcebook, including a decrease in horse ownership from 0.7% to 0.5% of households between 2016 and 2022. She noted that data from 2021-22 were preliminary and would be finalized later this year. As Radich explained, the sourcebook is an analysis of pet owner surveys fielded by the AVMA along with human demographic and behavioral data provided by various sources, including the U.S. Census Bureau, Pew Research Center, and Gallup. The AVMA previously surveyed pet owners roughly every five years but is now fielding the surveys more frequently. 0 The AVMA analysis shows homeownership and household income impact the rate of dog ownership. "Dog populations are essentially being influenced by the overall economy;" Radich explained. As dog -owning households grew from 38% in 2016 to roughly 45% in 2020-22, a similar pattern emerged in homeownership (PDF), which increased from 63.7% in the fourth quarter of 2016 to 65.8% in the fourth quarter of 2020 and then decreased slightly to 65.5% in the fourth quarter of 2021. The pattern was the same for median real household income, in 2021 dollars, which went from $66,700 in 2016 to $71,200 in 2020 and $70,800 in 2021. This relationship is further supported by looking at who is adopting dogs. In 2020, at the height of the COVID pandemic, people who worked remotely were eight times as likely to acquire a pet. "We've heard this narrative—that people working from home have more time and potentially more money due to not having to commute—were adopting these pets, and we see this supported back in the data;' Radich said. The 2020 data further show homeowners earning over $100,000 annually were three times as likely to have acquired a pet; people who said their financial status was the same or better were two times as likely to have acquired a pet; and people who were under 45, were married, and had children were six times as likely to acquire a pet. That trend in the higher rate of pet acquisition appears to be slowing down, according to the 2021-22 data. "Homeowners, people with higher household income, and people who worked remotely were still more likely to acquire a pet in 2021 or in 2022, but we don't see as high of numbers as we did in 2020," Radich said. Why is that the case? Radich said the pandemic was a time of change and transition, such as working from home instead of in an office. For many people, adding a pet to their life was part of that change. Those days are mostly over, Radich said, and society has essentially stabilized. For a brief period, people were acquiring pets because they had more time. The reason for acquiring pets now is mostly for companionship, as was the case prior to COVID. "All of this shows that demand for pets is highly dependent on the economy and the labor market: remote work, homeownership, household income;" Radich said. "To really understand where we're going in the future in terms of pet ownership and pet populations, we really have to have a handle on where the economy is going" Value and affordability are more important than convenience and access Primary reason far not seeing a 1Veterinarian in the last 2 years ad WV 9K idk or A;Rp A OA r.A nerd vaxnn y( W[yrir W -3M N14 3Y OIrrWW% 7% GQ'WR �� IhR �'Sy VpEpfiyly {.kV WA4iwPM UWP fFw4d� 7WdRa#4obxf1' ; . 4mvep I(d wd ri mY •a M OPWM Ih wjJrtM NC &*Yh*ylrR M (Enlarge) Spending trends } +A7 1'IJrL Consumer spending on dogs and cats between 2020 and 2022 increased across the board. Radich said mean annual expenditures on veterinary visits for households with one dog increased from $224 in 2020 to $362 in 2022. For households with cats, mean annual expenditures on veterinary visits were $189 in 2020 and $321 in 2022. The mean cost of an annual wellness visit for a dog and a cat was, respectively, $168 and $141 in 2016, $195 and $133 in 2020, and $192 and $169 in 2022. The costs for 2016 and 2020, Radich noted, are not adjusted for inflation. When they are, the increase in cost is flatter. Value and affordability were the primary reasons pet owners cited for not seeing a veterinarian in the past two years. "They felt like they didn't need the service, they took care of it themselves, they didn't have the money, or it just wasn't worth the cost," Radich said. Convenience, she added, was cited less than 10% of the time as the reason for lapsed visits. "Perceived value is key for client engagement, so really focusing on value will help you to have a higher return on investment than focusing on convenience;" Radich said. The AVMA conducted language -focused research with pet owners across the United States to learn more about harnessing language to improve patient care. From that, the Association created the Language of Veterinary Care Initiative. The initiative provides tools—such as instructional videos, a webinar, and e-book—that can help veterinary teams integrate key words and phrases to improve patient care into daily conversations with clients. A version of this article appears in the December 2022 print issue of JAVMA. BUSINESS PLANNING PET OWNERSHIP ORGANIZED VETERINARY MEDICINE BUSINESS & ECONOMIC ISSUES CLIENT MATERIALS Related content: Study explores pandemic -specific challenges of pet ownership Dog ownership and veterinary visits by income bracket Are pet adoptions really skyrocketing? Pet population still on the rise, with fewer pets per household The AVMA Family — Contact us Work at AVMA Privacy policy Terms of use Sitemap Subscribe to Newsletters © 2023 American Veterinary Medical Association All rights reserved o City Council Agenda: 8/14/2023 2R. Consideration of adopting Ordinance 805 amending the Monticello City Code Title IX, Chapter 90, Animals, section related to commercial kennels/boarding and approving Summary Ordinance 805A for publication Prepared by: Meeting Date: ® Consent Agenda Item City Clerk 8/14/2023 ❑ Regular Agenda Item Reviewed by: Approved by: Community Development Director City Administrator ACTION REQUESTED Motion to adopt Ordinance 805 amending the City Code Title IX, Chapter 90, Animals, section related to commercial kennels/boarding and approving Summary Ordinance 805A for publication. REFERENCE AND BACKGROUND The City Council is asked to adopt the proposed ordinance updating the City's animal (dog) ordinance to allow for animal grooming/daycare/boarding services in the City. Boarding and caring of household pets is a growing trend and there is interest in offering service in Monticello. Currently, the City ordinance allows kennels in an agricultural zoning district. This amendment will allow animal kennels, including boarding, grooming, and daycare facilities in some of the City's commercial and industrial districts. The business will be required to obtain both a conditional use permit and a license. This allows the City the ability to revoke a business license, while leaving the underlying property right via Conditional Use Permit in place, and vice versa depending on the standards maintained or violated. The license will be administered by the City Clerk. The Animal Control Officer will conduct an inspection and the approved license will be forwarded to the Community Development Department for final approval in accordance with the conditional use permit. The ordinance was drafted with input from the Animal Control Officer and the Community Development Director. The Community Development Director is bringing a companion ordinance which amends the City's Zoning Ordinance. Budget Impact: None. Staff Workload Impact: Staff time was necessary to review and update the ordinance and prepare the report. III. Comprehensive Plan Impact: N/A City Council Agenda: 8/14/2023 STAFF RECOMMENDED ACTION City staff recommends adoption Ordinance 805. SUPPORTING DATA A. Draft Ordinance 805 B. Draft Summary Ordinance 805A ORDINANCE NO. 805 AN ORDINANCE AMENDING THE MONTICELLO CITY CODE IX, CHAPTER 90, ANIMALS, SECTIONS § 90.001 DEFINITIONS § 90.025 PERMITS FOR COMMERCIAL DOG KENNELS; PERMITS FOR KEEPING MORE THAN THREE DOGS OVER THE AGE OF SIX MONTHS THE CITY COUNCIL OF THE CITY OF MONTICELLO ORDAINS: SECTION 1. § 90.001 DEFINITIONS is hereby amended to read as follows: COMMERCIAL KENNEL/BOARDING. " pl aee wh^F^ more thaR +h Fee dogs „f ^ RqeRths age are l(ept fer purpesesf breedi^^ `ale er beard ^^. A facility or service wheredogs, cats and/or other small household pets as permitted by City Code are kept or maintained (day or overnight), for the care, training, exercising and/or socializing by a person other than the owner of the animals for a fee. Animal boarding may include incidental grooming, dog walkers or training services. Animal boarding does not include facilities that provide breeding of animals, selling of animals, or facilities whose primary source of revenue is licensed veterinarian services. SECTION 2. § 90.025 PERMITS FOR COMMERCIAL DOG KENNELS; PERMITS FOR KEEPING MORE THAN THREE DOGS OVER THE AGE OF SIX MONTHS is hereby amended as follows: PERMITS FOR COMMERCIAL DOG KENNELS ; PERMITS FOR KEEPING MORE THAN THREE DOGS OVER THE AGE OF SIX MONTHS. (A) Definition. For the purpose of this section, the following definition shall apply unless the context clearly indicates or requires a different meaning. COMMERCIAL KENNEL/BOARDING. for prefit making purposes. The term COMMIERG-141 KFAI pF maF shall Rot include pet steges,pet g eerning sheps, 9F animal hespital�.. A facility or service where dogs, cats and/or other small household pets as permitted by City Code are kept or maintained (day or overnight), for the care, training, exercising and/or socializing by a person other than the owner of the animals for a fee. Animal boarding may include incidental grooming, dog walkers or training services. Animal boarding does not include facilities that provide breeding of animals, selling of animals, or facilities whose primary source of revenue is licensed veterinarian services. (B) License required. (1) No person shall operate a kennel in the city without first obtaining a. Application for such license shall be made to the office of the city clerk and shall be accompanied by the license fee. Such a license shall be issued by the office of the city clerk upon a showing of compliance with all laws and ordinances. (2) peFm ZE)RiRg diStriGt - PditieRal Term and renewal, fee. Kennel/Boarding licenses shall expire on December 31 of the Year issued. Licenses must be renewed annually. The kennel/boarding license fees shall be as established by ordinance and paid at the time of application. (3) Maintenance of premises; inspections; revocation of permit. Commercial kennel shall be kept in a clean and healthful condition at all times and shall be open for inspection by the animal control officer at any reasonable time. A commercial kennel license may be revoked by the council by reason of violation of this chapter or any health or nuisance order, law, or regulation. (C) Applications. The application shall be made to the City ZeRiRg AdMiRistrat„r City Clerk and shall contain the following: (1) The location of the premises of the kennel along with the home and work telephone numbers of the licensee and one other person who could be contacted in the absence of the licensee; (2) The maximum number and species of adult dogs to be kept on the premises. The term ADULT as used herein shall include any animal over six months of age; (3) A site plan showing the location, size, and type of all structures for housing, fencing, and runs for dogs. Separate he6ISiRg and FURS fGF degs shall be a rpini.m.u.m. A -f 50- feet fFem aRy neighbeFiRg. . ithiR a building the - plicaRt shall s state(4) Whether the applicant aRticipates bFeeding the animals and, of • i hew often and the expeetedze .,f the litters• (5) The method to be used to keep the premises in a sanitary condition; (6) The method used to keep the animals quiet; and (7) An agreement by the applicant that the premises may be inspected by the Animal Control Officer at all reasonable times. An inspection of the premises prior to licensing and during the 2 licensing period shall be required. (D) Issuance and conditions. The Gity ZeRiRg ^,-w,;r;-s+rate-F City Clerk shall refer the application to the Animal Control Officer for review and recommendation. +^ the D1-a^^i^g Gemmi«i^A ^rd- ,.^„,1, Hr+ p blie hear;^rt. The issuance of a license shall take into consideration the following: adequacy of housing and runs for the animals; the methods to be used for sanitation and to maintain quiet; the quality and height of the fencing; and, with particularity, any violations during the previous license period, if applicable. The Council and D1@^^i^^ may impose such conditions as it shall deem necessary and appropriate to carry out the intent of this subchapter. (E) Regulations (1) easy eleaning. With FegaFd te picivate l(eRnels wheFe dogs are l(E?Pt iRdeers, this shall apply te the port ens of the principal structure to which the degs are cenfined, fed, and Owner shall adhere to all regulations for Commercial Kennel/Boarding as noted in City of Monticello Zoning Ordinance §153.091, in addition to those below. (2) All areas shall be adequately and properly ventilated and have ample light and heat, either natural or artificial. (3) Every kennel or shelter shall be suitably enclosed or fenced in such a manner as to prevent the running at large or escape of the animals confined therein. No dogs may be tethered. (4) Doors, windows, and other openings shall be screened. (5) The premises shall be provided with adequate, safe, and approved sewer, water, and plumbing facilities. (6) ERGIGSHre shall be A -f sufficie—At size to allow each dog to turn around fully and stand, sit, and (Disposal facilities shall be provided to minimize vermin, infestation, odors, and disease hazards. (8) Adequate storage and refrigeration shall be provided to protect food supplies against contamination and deterioration. (9) No animal registered as dangerous with the animal control officer may be kept on premises at any time. (F) Operation and conditions. All kennels and shelters shall be maintained in a clean, healthful, sanitary, and safe condition so as not to create a health hazard or public nuisance. Kennels shall be operated in a humane manner. 3 (G) Revocation. If a license fails to comply with the statements made in the application or with any reasonable conditions imposed by the City Council, or violates any other provision of this subchapter, the licensee shall be notified by mail and given ten days to remedy any defects or defaults. If the condition be not remedied in the ten days, the Council may revoke the license. (H) Tags. Licensees shall affix an identification tag to all dogs owned by or under the control of the licensee. The identification tags shall at a minimum contain the name, address, and telephone number of the licensee. (1) Rabies vaccination. A licensee shall cause every dog in the kennel to be vaccinated by a licensed veterinarian with anti -rabies vaccine. Puppies shall be so vaccinated at or before the age of 16 weeks and again at the age of one year. Adult animals shall be so vaccinated at least once in every 24 -month period or as often as needed under the type of vaccine used to ensure immunity. (J) License fees. The license is non -transferable. The fee for kennel license shall be at a rate as set by the City Council. SECTION 3. The City Clerk is hereby directed to make the changes required by this Ordinance as part of the Official Monticello City Code, Title IX, Chapter 90, Animal Ordinance. SECTION 7. This Ordinance shall take effect and be in full force from and after its passage and publication. The ordinance in its entirety and map shall be posted on the City website after publication. Copies of the complete Ordinance and map are available online and at Monticello City Hall ADOPTED BYthe Monticello City Council this 14th day of August, 2023. ATTEST: Jennifer Schreiber, City Clerk Lloyd Hilgart, Mayor M AYES: NAYS: Passed by the City Council of the City of _, _ County, Minnesota, this day of , 2 ATTEST: , City Clerk 5 Mayor SUMMARY ORDINANCE NO. 805A CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA A SUMMARY ORDINANCE AMENDING CITY CODE IX, CHAPTER 90, ANIMALS, SECTIONS §90.001 DEFINITIONS, §90.025 PERMITS FOR COMMERCIAL DOG KENNELS; PERMITS FOR KEEPINNG MORE THAN THREE DOGS OVER THE AGE OF SIX MONTHS NOTICE IS HEREBY GIVEN that, on August 14, 2023, Ordinance No. 805 was adopted by the City Council of the City of Monticello, Minnesota. Due to the lengthy nature of Ordinance No. 805, the following Summary Ordinance No. 805A has been prepared for publication as authorized by state law. The ordinance adopted by the Council amends the Monticello Zoning Ordinance found in Title IX Chapter 90, Animals, of the Monticello City Code. The general purpose of the ordinance is to amend the code to address animal kennels and boarding. The following sections were amended: §90.001 Definitions §90.025 Permits for Commercial Dog Kennels; Permits for Keeping More than Three Dogs Over the Age of Six Months A printed copy of the whole ordinance is available for inspection by any person during the City's regular office hours. The complete ordinance will be posted on the City's website following publication. APPROVED FOR PUBLICATION by the City Council of the City of Monticello, Minnesota, this 14th day of August, 2023. ATTEST: Jennifer Schreiber, City Clerk VOTING IN FAVOR: VOTING IN OPPOSITION: ABSENT: CITY OF MONTICELLO Lloyd Hilgart, Mayor City Council Agenda: 8/14/2023 2S. Consideration of adopting Resolution 2023-72 accepting bids and awarding the Flashing Yellow Arrow (FYA) Upgrades Project to Design Electric, Inc in the amount of $387,450 Prepared by: Meeting Date: ® Consent Agenda Item Project Engineer 8/14/2023 ❑ Regular Agenda Item Reviewed by: Approved by: Public Works Director/City Engineer, City Administrator Finance Director ACTION REQUESTED Motion to adopt Resolution 2023-72 accepting bids and awarding the Flashing Yellow Arrow (FYA) Upgrades Project to Design Electric, Inc. in the amount of $387,450. PREVIOUS COUNCIL ACTION January 9, 2023: Authorized SEH to provide engineering services for Flashing Yellow Arrow (FYA) Upgrades project for a total cost of $31,000. June 12, 2023: Approved plans and specifications and authorized to bid for the Flashing Yellow Arrow upgrades project. July 10, 2023: Accepted grant from the Minnesota Department of Transportation (MNDOT) for the Flashing Yellow Arrow (FYA) Upgrades Project. REFERENCE AND BACKGROUND The City of Monticello was successful in securing $300,000 in funding from MNDOT's Local Partnership Program (LPP) to be used for upgrading the following intersections to include flashing yellow arrows: • TH 25 at School Boulevard • TH 25 at Chelsea Road • TH 25 at 1-94 Eastbound Ramp • TH 25 at 1-94 Westbound Ramp • Fenning Avenue at 1-94 Westbound Ramp • Fenning Avenue at 1-94 Eastbound Ramp • Broadway Street at Elm Street • Broadway Street at Hospital Access/Middle School Access • Broadway Street at Highland Way City Council Agenda: 8/14/2023 Three bids were received for the project on Tuesday, July 18, 2023. The bids ranged from $387,450 to $565,533 for the base bid items. The engineer's estimate for the base bid was $455,000. Staff recommends only awarding the base bid items and not accepting any of the alternates. One bid alternate was for painting the signal standards that are part of this project, and based on pricing received, staff recommends that a more comprehensive plan be developed in the next few years to paint the signal poles that need it throughout the city. An additional alternative was to provide video detection at a few of the Wright County operated signals. Wright County will look at programming this in the next few years as they have funding available. A construction schedule will be provided following award, and construction will be dependent on the delivery of materials required for the project. The project is expected to be complete by early spring 2024. Budget Impact: The overall project budget including construction and engineering is in the 2023 budget for $700,000 within the Street Lighting Improvement Fund, which was offset by an assumed $457,500 in contributions from MNDOT and Wright County. In addition to the $387,450 construction cost, MNDOT is furnishing controller cabinets for the project for a total cost of $228,276.00. The total project cost will be $646,726 including the $31,000 engineering contract. The cost splits are $209,097.70 from MNDOT Local Partnership Program (LPP) and $215,568.70 from Wright County resulting in the City's cost of $222,059.60. II. Staff Workload Impact: City engineering staff will be involved in this project. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends adopting Resolution 2023-72 accepting bids and awarding the project to Design Electric, Inc For the Flashing Yellow Arrow (FYA) Upgrades Project in the amount of $387,450. SUPPORTING DATA A. Resolution 2023-72 B. SEH recommendation letter CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2023-72 ACCEPTING BIDS AND AWARDING CONTRACT FOR THE FLASHING YELLOW ARROW (FYA) UPGRADES PROJECT WHEREAS, pursuant to an advertisement for bids for the project, the following improvements for the Flashing Yellow Arrows Upgrades Project include areas of: • TH 25 at School Boulevard • TH 25 at Chelsea Road • TH25 at 1-94 Eastbound Ramp • TH 25 at 1-94 Westbound Ramp • Fenning Avenue at 1-94 Westbound Ramp • Fenning Avenue at 1-94 Eastbound Ramp • Broadway Street at Elm Street • Broadway Street at Hospital Access/Middle School Access • Broadway Street at Highland Way • WHEREAS, bids were received, opened, and tabulated, and the following three bids were found to comply with the advertisement for bids: Contractor Grand Total Bid Design Electric, Inc. $387,450 Killmer Electric Company Inc. $391,095 Premier Electrical Corporation $565,533 WHEREAS, the bid from Design Electric, Inc. in the amount of $387,450 for the total bid for the construction of said improvements for the Flashing Yellow Arrow (FYA) Upgrades Project, in accordance with the approved plans and specifications and advertisement for bids, is the lowest responsible bidder and shall be and hereby is accepted. NOW THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF MONTICELLO: The Mayor and City Administrator are hereby authorized and directed to enter into a contract with said bidder for the construction of said improvements for and on behalf of the City of Monticello. The City Administrator is hereby authorized and directed to return forthwith to all bidders the deposits made with their bids, except that the deposit of the successful bidder and the next lowest bidder shall be retained until a contract has been executed. ADOPTED BYthe Monticello City Council this 14th day of August, 2023. ATTEST: Jennifer Schreiber, City Clerk CITY OF MONTICELLO Lloyd Hilgart, Mayor A. SEH Building a Better World for All of Us® July 18, 2023 RE: Monticello, Minnesota Nine (9) Revise Signal Systems State Project No. 8823-411 SEH No. MONTI 171623 Mr. Matt Leonard. PE Mr. Ryan Melhouse, PE Public Works Director — City Engineer Project Engineer City of Monticello City of Monticello 505 Walnut Street, Suite 1 505 Walnut Street, Suite 1 Monticello, Minnesota 55362 Monticello, Minnesota 55362 Dear Matt and Ryan: On Tuesday, July 18, 2023, the City of Monticello opened bids on-line via QuestCDN for the revision of nine (9) existing traffic signal systems under State Project No. 8823-411. Work is proposed to be completed on this project at the following intersections: • Trunk Highway 25 at School Boulevard • Trunk Highway 25 at Chelsea Road • Trunk Highway 25 at Interstate 94 Eastbound Ramp/Oakwood Drive • Trunk Highway 25 at Interstate 94 Westbound Ramps • CSAH 18 at Interstate 94 Eastbound Ramp/Chelsea Road • CSAH 18 at Interstate 94 Westbound Ramp/7th Street • CSAH 18 / CSAH 39 (Riverview Drive) at CSAH 75 (East Broadway) • CSAH 75 (East Broadway) at Highland Way/Hart Boulevard • CSAH 75 (East Broadway) at Hospital/Monticello Middle School Entrances The project included a Base Bid (for flashing yellow arrow modifications and other modifications) and an Add Alternate Bid (for repainting 4 signal systems and for video detection system upgrades/installations at the 3 existing signal systems along CSAH 75). The Special Provisions for the project stated that: The City of Monticello has the discretion to accept or reject a bid for the installation of the Base Bid work only; and the City may also accept or reject a bid for the Alternate Bid work (all in consultation with the Wright County Highway Department). The City of Monticello will not accept bids from separate Contractors to complete the Base Bid and Alternate Bid work separately (one Contractor will be selected for either the Base Bid only, or the Base Bid and the Alternate Bid). Note that the Alternate Bid work will not be approved unless the Base Bid work is also approved. Engineers I Architects I Planners I Scientists Short Elliott Hendrickson Inc., 3535 Vadnais Center Drive, St. Paul, MN 55110 SEH is 100% employee -owned I sehinc.com I 651.490.2000 1 800.325.2055 1 888.908.8166 fax City of Monticello July 18, 2023 Page 2 Three (3) bids were received, and the total bids and Engineer's estimate are shown below: For your information, the Engineer's estimate for this project was compiled by tabulating the amount of materials and labor needed to complete this work. These quantities were then multiplied by estimated unit costs for each item, based on recent bid costs and MnDOT cost summaries for these items to obtain an estimate for the project work. The total Engineer's estimate of $455,000 for the Base Bid and $153,000 for the Alternate Bid is the summary of the bid items for the project work. Both Design Electric Inc. and Killmer Electric Company Inc. have a great deal of experience in the construction of traffic signals and related flashing yellow arrow improvements. Our recent experiences with both contractors (including recent projects throughout the Twin Cities area and State of Minnesota over the past several years) have been positive, and both company's work have proven to be acceptable. Should the City and Wright County elect to proceed with just the Base Bid work, we recommend that the City Council award the contract to Design Electric Inc. in the amount of $387,450.00. Should the City and Wright County elect to proceed with both the Base Bid and Alternate Bid work, we recommend that the City Council award the contract to Killmer Electric Company Inc. in the amount of $578,875.00. Please feel free to contact me at 651.402.4383 if you have any questions on the above information, or on the project in general. Sincerely, SHORT ELLIOTT HENDRICKSON INC. John M. Gray, PE Project Engineer Jmg Base Bid Alternate Bid Total Bid 1. Design Electric Inc. $387,450.00 $224,637.00 $612,087.00 2. Killmer Electric Company Inc. $391,095.00 $187,780.00 $578,875.00 3. Premier Electrical Corporation $565,533.00 $237,123.00 $802,656.00 Engineer's Estimate $455,000.00 $153,000.00 $608,000.00 For your information, the Engineer's estimate for this project was compiled by tabulating the amount of materials and labor needed to complete this work. These quantities were then multiplied by estimated unit costs for each item, based on recent bid costs and MnDOT cost summaries for these items to obtain an estimate for the project work. The total Engineer's estimate of $455,000 for the Base Bid and $153,000 for the Alternate Bid is the summary of the bid items for the project work. Both Design Electric Inc. and Killmer Electric Company Inc. have a great deal of experience in the construction of traffic signals and related flashing yellow arrow improvements. Our recent experiences with both contractors (including recent projects throughout the Twin Cities area and State of Minnesota over the past several years) have been positive, and both company's work have proven to be acceptable. Should the City and Wright County elect to proceed with just the Base Bid work, we recommend that the City Council award the contract to Design Electric Inc. in the amount of $387,450.00. Should the City and Wright County elect to proceed with both the Base Bid and Alternate Bid work, we recommend that the City Council award the contract to Killmer Electric Company Inc. in the amount of $578,875.00. Please feel free to contact me at 651.402.4383 if you have any questions on the above information, or on the project in general. Sincerely, SHORT ELLIOTT HENDRICKSON INC. John M. Gray, PE Project Engineer Jmg City Council Agenda: 8/14/2023 2T. Consideration of approving a contract amendment with WSB for a total cost of $52,200 Prepared by: Meeting Date: ® Consent Agenda Item PW Director/City Engineer 8/14/2023 ❑ Regular Agenda Item Reviewed by: Approved by: Finance Director, Parks & Rec Director, City Administrator Community Development Director ACTION REQUESTED Motion to authorize a contract amendment with WSB to provide additional engineering services for the School Boulevard Safety Improvements Project for a total cost of $52,200. PREVIOUS COUNCIL ACTION December 30, 2020: City Council authorized the submission of the FY 2025 Transportation Alternatives grant for the completion of School Boulevard Safety improvements. September 13, 2021: City Council authorized staff to solicit proposals for engineering services for the School Boulevard Safety Improvements project. November 2, 2021: City Council authorized WSB to provide engineering services for the School Boulevard Safety Improvements project for a total cost of $74,777. January 23, 2023: City Council authorized awarding the project to New Look Contracting, Inc for a total amount of $873,960.75. May 22, 2023: City Council approved a change order to New Look Contracting, Inc in the amount of $31,602.25 for additional improvements at the High School entrance. REFERENCE AND BACKGROUND The City received a Transportation Alternative grant from MNDOT for the completion of improvements along School Boulevard that were identified in the adopted Safe Routes to School plan. The project includes: • New pedestrian crossing at Meadow Oak Avenue and Fenning Avenue. • Extension of the sidewalk in -front of Eastview Education Center connecting south to School Boulevard. City Council Agenda: 8/14/2023 • Enhanced pedestrian crossing with center refuge island on School Boulevard at Pelican Lane. • Removal of pedestrian crossing on School Boulevard at Eider Lane. • Enhanced pedestrian crossing with center refuge island on School Boulevard between Eider Lane and Fallon Avenue. • Improvements to the School Boulevard High School entrance to include right -turn channelization for vehicles exiting the parking lot and a refuge island for pedestrians. • Install radar feedback speed signs on School Boulevard • Extend trail on the south side of School Boulevard between Cardinal Hills Park and Fenning Avenue. • Pathway Lighting along School Boulevard The original scope of the contract with WSB didn't include the additional work required to make the modifications at the high school entrance. This improvement added the ability to have two receiving lanes for parents to utilize for parent pickup and drop off. Currently queues back up onto School Boulevard causing safety concerns that this improvement will help resolve. Also, the original scope didn't include the required material testing for the project. Given the Federal funds associated with the project, more stringent material testing was required for this project. Budget Impact: The 2023 Capital Improvement Plan includes $925,000 for this project with $150,000 being funded from the Street Lighting Fund, $375,000 from the Park & Pathway Improvement Fund, and the remaining $400,000 from the Capital Projects Fund. MNDOT increased our grant award amount from $330,051 to $500,000 for this project, and the Monticello School District has committed $55,000 in matching funds as well. Staff Workload Impact: WSB and City staff will be involved throughout various steps of the project development. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of the contract amendment in the amount of $52,500. SUPPORTING DATA • Amendment Request 2 0 U c� Z W m rn Z U) 0 CL Q W Z Z 0 0 co W H 7) rn T W Z W a a Z W x 0 wsb August 7, 2023 Matt Leonard, PE Monticello City Engineer 505 Walnut Street Monticello, MN 55362 Re: Request for Amendment No. 1 School Boulevard SRTS Project WSB Project No. 019573-000 Dear Mr. Leonard: Pursuant to our discussions, WSB respectfully submits this amendment request for additional design services associated with the following tasks: • Investigation, field survey and design of parking lot improvements at Monticello High School. • Significant survey staking for the relocation of private utilities. • Materials testing for concrete and bituminous • Plant inspection for bituminous and concrete WSB requests compensation for these additional services in the not -to -exceed amount of $52,200, resulting in a revised contract total of $126,944, as summarized below: Description Amount Original Contract Amount $74,744 School Entrance $12,500 Additional survey staking $7,500 Materials testing $25,450 Plant Inspection $8,750 Revised Total Contract Amount $126,944 If this Proposal is acceptable, please sign where indicated below and return a copy, or issue the appropriate Amendment incorporating this letter for our review and signature. We thank you for the opportunity to submit this Proposal and look forward to continuing to with you on this Project. If you have any questions, please let me know. Sincerely, / 7 Andrew Plowman, PE Project Manager ACCEPTED: City of Monticello By: K:\019573-000\Admin\Contract\Amendment No. 1 Letter.docx Date: City Council Agenda: 8/14/2023 2U. Consideration of approval of a contract amendment to Bolton and Menk, Inc. for a total cost of $570,000 Prepared by: Meeting Date: ❑x Consent Agenda Item City Engineer/Public Works Director 8/14/2023 ❑ Regular Agenda Item Reviewed by: Approved by: Community Development Director, City Administrator Finance Director ACTION REQUESTED Authorize a contract amendment with Bolton and Menk, Inc. to provide additional engineering services for the Downtown Roadway and Pedestrian Improvements project for a total cost of $570,000. PREVIOUS COUNCIL ACTION June 13, 2022: Authorized Bolton and Menk, Inc. to provide engineering services for the Downtown Roadway and Pedestrian improvement project for a total cost of $241,250. September 26, 2022: Amended the original contract to include additional engineering services for a cost of $15,800. November 14, 2022: Amended contract to include engineering services for Wright County pavement preservation project and streetscape elements for a cost of $459,327. August 7, 2023: Adopted Resolution 2023-68 accepting bids and awarding contract to Meyer Contracting, Inc for the Downtown Roadway & Pedestrian Improvements Project in the amount of $10,790,214. REFERENCE AND BACKGROUND The Downtown Roadway & Pedestrian Improvements project scope originally included reconnecting Walnut Street to River Street, replacing the watermain along River Street between Walnut and Pine Streets, and modifications to the NW intersection of Broadway and Pine Street. In late 2022, City Council approved expanding the scope to include Wright County's pavement preservation project on Broadway Street and associated City costs to address sidewalk maintenance, ADA complaint pedestrian ramps, and streetscape in alignment with the Downtown Small Area Plan. City Council Agenda: 8/14/2023 Since the previous contract amendment, feedback from adjacent property owners, the public, and City Council led to additional project items, which required time and design services by the consulting team. A list of the additional items can be found in the attached letter, including the following significant items: • Shared parking lot design behind 113 Walnut, 207, 213, and 225 Broadway Street. • Concept planning for parcel purchased at 200 River Street • Sanitary Sewer replacement on Walnut and Broadway Streets • Temporary and permanent easement exhibits • West Bridge Park additional elements • Sanitary sewer assessments • Temporary signal design at Broadway and Hwy 25 as required by MNDOT • Pedestrian actuated beacons at Maple and Broadway With a five percent contingency included, the estimated construction cost is $11,329,725. With this contract amendment, the total estimated engineering cost is $1,286,377 which would be 11% of the construction contract. The Wright County agreement indicates that they will reimburse engineering at 11% of their portion of project costs. Budget Impact: $570,000 will be paid from the Capital Projects Fund. The entire project, including construction contract and engineering, will cost $12,616,102. Of this total, Wright County will pay $2,666,962, which includes $2,402,669 for construction costs plus $264,294 (11% of their contract costs) for engineering. Therefore, the City will pay $1,022,083 of the $1,286,377 in engineering costs. II. Staff Workload Impact: City engineering, community development, finance, parks and recreation, and public works staff are involved in the development and execution of this project. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION Staff recommends approval of the additional engineering services for this project. SUPPORTING DATA • Additional Scope BOLTON M & MENK Real People. Real Solutions. July 31, 2023 Matt Leonard City Engineer / Public Works Director Matt. Leonard @ci.monticel lo. mn.us City of Monticello, MN RE: Downtown Roadway & Pedestrian Improvements - Scope Amendments Monticello, MN Dear Mr. Leonard, 2040 Highway 12 East Willmar. MN 56201-5818 Ph: (3201231-3956 Fax: (320) 231-9710 Bolton-Menk.com During preliminary and final design of the Downtown Roadway and Pedestrian Improvements project, the scope of the project was modified to include additional items. The following scope of services is included in this amendment. • Parking Study — Future forecast for parking demand was studied • Shared parking lot behind 113 Walnut, 207, 213, and 225 Broadway St. (Monticello Family Dentistry, H&R Block area) o Concept Plans o Design/Plans o Building Demo o Coordination meetings with City and property owners o Utility relocation coordination • Concept plan for parking lot on SW corner of River St and Walnut (200 River St.) • Additional Topographic Survey Areas o West Bridge Park area for River St. grading, walls, and expansion o Walnut St. north of River St. for grade changes and watermain replacement o Sanitary Sewer inventories for sewer replacement, including TH 25/Broadway Topo o Broadway St. from Locust St. to TH 25 (for full reconstruction scope) o Broadway St. each way of Otter Creek Road (for turn lane modifications and median) o River St. from Walnut St. to Locust St. o Locust St. from River St. to % block to the south • Easement Descriptions o Research existing easement in SW corner of Broadway/Pine for MNDOT sidewalk, signal poles, etc. o Temp easements —155 Broadway (Dance studio), 106 Walnut St. (Kjellberg's), 921 Broadway West (for sidewalk) o NW corner of Broadway / TH 25 o Side yard between Block 52 and Mattress Store • Additional West Bridge Park renderings and modeling Bolton & Menk is an equal opportunity Matt Leonard July 31, 2023 2 • West Bridge Park additional elements beyond original scope - detailed amphitheater design, tiered retaining walls, ADA sidewalk along River St. Park edge, expanded planting design, irrigation design • Sanitary sewer design — Broadway from Pine St. to Locust St. and Walnut St. from Broadway to River St. • Preliminary Engineering Report and Assessment Role for sanitary sewer • Traffic control and full detour plan on Broadway for full reconstruction from Pine St. to Locust St. • Traffic control and detour plan on TH 25 at Broadway for sanitary sewer work • Temporary signal design at 4th St. / TH 25 • Temporary signal design at Broadway / TH 25 • Additional signal revision scope at Broadway/ TH 25 • Interconnect system design for signals • Pedestrian Push Button revisions at River St. / TH 25 • Overhead RRFB at Walnut St. • RRFB at Maple St. • Parking and accessibility flyer for Block 52 Developer • Full depth reclamation in lieu of overlay on Broadway • Lane configuration changes on Broadway at Otter Creek Rd and median for pedestrian refuge • Traffic analysis and lane configuration changes on Broadway at Walnut St. • Multiple iterations of Pine St. streetscaping edge • Discussions and design concepts for alley access between Antique Store and Dance Studio • Block 52 Parking Lot Circulation and layout including fire apparatus review • Accommodate requests for added parking - multiple locations and iterations — design changes • Concrete design on Walnut St. vs. bituminous • Preliminary design for changing Broadway to eliminate 4 lane section and added bike lanes — changed back to original after 60% plans — signing and striping changes • Sidewalk on River St. west of Walnut St. and on Locust St. south of River St • Watermain on Walnut St. north of River St. • Full reconstruction of River St. from Walnut St. to Locust St., including watermain and storm sewer • Full reconstruction of River St. from TH 25 to Walnut St. • Ped Ramps at River St. / TH 25 intersection • Full reconstruction of Broadway from Locust St. to Pine St. • Storm sewer on Broadway from Otter Creek Rd to Chestnut St. and along Willow to existing storm sewer o Model storm sewer to the north on Willow to evaluate effect of added storm sewer to existing storm sewer o Storm sewer to south side of Broadway between Otter Creek Rd and Chestnut • Added median design scope • Detailed design for pole -mounted wayfinding signs and kiosk monument signs • Electrical design items: o Food truck receptacles o Inventory / inspect commercial electric services for 3 phase / voltage requirements for Xcel OH/UG conversion H:\MTCE\0W1127815\0_Downtown Roadway & Pedestrian Improvements\A_Project Management\1_Budget and Invoicing\2023-07-31 127815 Leonard Scope Amendment.docx Bolton & Menk is an equal opportunity employer. Matt Leonard July 31, 2023 3 o Catenary light system and specialty pole design • Shade structures • Structural design items o Footings for art screen wall o Kiosk sign footings o Shade structures footings o Stone blocks wall o Catenary light pole foundations • Full irrigation design (original scope based on a performance spec with contractor detailed design and submittal) • Revisions to accommodate additional doors on south side of Block 52 building • Cost reduction discussions, concepts, and plan changes 0 60% Design Stage 0 100% Design Stage • MnDOT Plan Revisions for TED approvals • Various meetings and presentations: o Public Hearing presentation o December special council meeting for lane configuration on Broadway o March Council meeting (60% plan review, cost review, cost reductions) o Additional weekly design meetings o April 3rd Council presentations — materials and attendance and cost estimates and splits • Braun Intertec Items: o Geotechnical Report o Pre demolition hazardous materials inspection (for shed to be demolished) In accordance with the original proposal and our standard hourly fee schedule, the cost for the above - referenced scope of services through bidding is $495,000. For construction administration, observation, and staking services, we are assuming a total construction duration of 26 weeks over a 2 -year period and an average of 55 hours/week for construction observation time. Based on these assumptions, the total additional fee above previously approved fees for construction services is estimated at $75,000. The total contract amendment requested for this additional scope of services is $570,000. If you have any questions, please contact me at justin.kannas@bolton-menk.com or 320-905-2704 Sincerely, Bolton & Menk, Inc. Justin L. Kannas, PE Principal Engineer H:\MTCE\OW1127815\0_Downtown Roadway & Pedestrian Improvements\A_Project Management\1_Budget and Invoicing\2023-07-31 127815 Leonard Scope Amendment.docx Bolton & Menk is an equal opportunity employer. City Council Agenda: 8/14/2023 2V. Consideration of approving a lease agreement with Monticello School District 882 allowing the nature -based education program to use the shared maintenance facility at Bertram Chain of Lakes Regional Park during the 2023-2024 school year Prepared by: Meeting Date: ❑x Consent Agenda Item Parks & Recreation Director 8/14/2023 ❑ Regular Agenda Item Reviewed by: Approved by: Finance Director City Administrator ACTION REQUESTED Motion to approve the lease agreement with Monticello School District 882 allowing the nature -based education program to use the shared maintenance facility at the Bertram Chain of Lakes Regional Park during the 2023-2024 school year. .14"1.19 ►14*11► 01UITO "fel 301110 K Wright County Parks and Monticello Parks Department currently share a maintenance shed near the Bertram Lake Chalet at the regional park. The Monticello School District requests use of the heated section of the shed for the upcoming school year. The school district will operate Monday through Friday to serve small groups of students from 7 a.m. to 4 p.m. from August 23, 2023, through June 6, 2024. The heated section is the portion normally used by the City of Monticello. If the lease agreement is approved, the City will shift to share the Wright County part of the maintenance shed. Five years ago, the Monticello School District formed a partnership with Wright County and the YMCA at the Bertram Chain of Lakes Regional Park using the Bertram Lake Chalet and other outdoor areas to offer a Nature -Based Preschool. Last year the program expanded to include additional grade levels, resulting in a similar lease agreement between the City and School District for the heated part of the shed in 2022-2023. City staff continue to support this highly successful program utilized by Monticello families looking for an alternative education program for their children. Budget Impact: The lease fee is $22,500 for use of the city parks shop and a refundable security deposit of $2,500 for any facility damage resulting from use by Lessee, totaling a fee of $25,000 for the one (1) school year. The cost is payable with nine monthly payments of $2,777.78 to the City of Monticello. II. Staff Workload Impact: Maintenance and snow plowing. City Council Agenda: 8/14/2023 III. Comprehensive Plan Impact: The Monticello 2040 Comprehensive Plan includes commitment to maintain and enhance a City park and recreation system with a wide range of parks and recreational facilities that provide opportunities for active and passive recreation, healthy lifestyles, access to wildlife and nature, and reflects the community's value for a world-class park system and variety of recreational experiences. The City will strive to provide superior parks and recreational opportunities for all residents and visitors. STAFF RECOMMENDED ACTION City staff and the Monticello PARC recommend approving a lease agreement with Monticello School District 882 for the 2023-2024 school year to serve kindergarten through fifth grade at the Bertram Chain of Lakes Regional Park shared park maintenance facility as identified in the lease agreement. SUPPORTING DATA • Lease agreement LEASE AGREEMENT FACILITY LEASE is made and entered into this day of ,20 , by and between the City of Monticello and Monticello Public Schools, an Independent School District #882, 302 Washington Street, Monticello, MN 55362 (hereinafter referred to as "Lessee"). and The City of Monticello, 505 Walnut Street, Suite 41, Monticello, MN 55362 as property owners. WITNESSETH: WHEREAS, the Lessor currently owns and operates Bertram Chain of lakes Athletic Park consisting of 119 acres with a parks maintenance building. and WHEREAS, the primary mission of the park system is to provide the public with healthful recreation opportunities and enjoyment of the out of doors; and WHEREAS, the Lessee has expressed an interest in operating Nature Based Education (Pre -k through grade 5) in Bertram Chain of Lakes Regional Park; and WHEREAS, the purpose of the Nature Based Education (Pre -k through grade 5) will be to provide outdoor and environmental education programs; and WHEREAS, the Lessee's Nature Based Education (Pre -k through grade 5) will provide benefits to Lessor by offering citizens new opportunities in an area currently under -serviced by Lessor; and NOW, THEREFORE, it is agreed between the parties as follows: ASSIGNMENT AND SUBLETTING: Lessee will neither assign this agreement nor sublet any part of said land without consent of the Property Owners. In witness whereof this Lease Agreement is executed by the parties as follows I. LEASE OF PREMISES Subject to the terms and conditions contained herein, the Lessor hereby leases to Lessee and Lessee hereby leases from Lessor, a portion of Wright County's Bertram Chain of Lakes Regional Park, specifically, the City of Monticello Parks maintenance building. II. TERM AND FEES The term and fees of this Lease shall be for a period of one (1) school year, commencing on the 23 day of Ate_, 2023_ (hereinafter "commencement date"), and terminating on the 6 day of June , 2024_. The lease fee of $22,500 for use of the city parks shop and a refundable security deposit of $2,500 for any damages at facilities resulting from use by Lessee totaling a fee of $25,000 for the one (1) school year is payable with eightnine monthly payments of $32,777.78 to the City of Monticello. Notwithstanding anything herein to the contrary, either party to this Lease may terminate this Lease upon thirty (30) days advance written notification to the other party. III. USE The Lessee shall use and occupy the leased premises for the sole purpose of a Nature Based Education (Pre -k through grade 5) Monday thru Friday between the hours of lam and 4pm when the Lessee is conducting operations. If the Lessee is not conducting operations, use of facilities must be requested in advance and could potentially have an additional fee. The Lessee will not use or occupy the leased premises for any unlawful purpose, and will comply with all present and future laws, ordinances, regulations, and orders of all governmental units having jurisdiction over the premises. The Lessor disclaims any warranty that the leased premises are suitable for Lessee's use, and Lessee acknowledges that it has had a full opportunity to make its own determination in this regard. Throughout the term of this Lease, Lessee shall have the right to use, in common with others, and in accordance with such rules as shall be applicable generally to members of the public, other portions of Lessor's Bertram Chain of Lakes Regional Park, including, but not limited to, the trails, fishing piers, and open space. IV. ASSIGNMENT AND SUBLETTING Lessee may not sublet all or any part of the leased premises or all or any part of the term of the Lease without Lessor's prior written consent, which consent may be granted or withheld in Lessor's sole discretion. Regardless of any such sublease and consent by Lessor, Lessee shall remain fully liable for the performance of all the conditions, covenants, and obligations of this Lease. Any and all subleases entered into by Lessee and consented to by Lessor shall be made expressly subject to this Lease and all the terms and provisions hereof. V. USE OF EXISTING FACILITIES During the term of this Lease and subject to the terms and conditions herein, the Lessee shall have the exclusive right to use city parks shop during Monday through Friday between the hours of lam and 4pm of each week. Use of the other areas of Bertram Chain of Lakes Regional Park by Lessee shall be non-exclusive. VI. CONSTRUCTION OF IMPROVEMENTS All improvements required by Lessee on the leased premises shall be constructed by Lessee at its sole cost and expense and shall be constructed in a thorough and workman -like fashion. Prior to construction of any such improvements, the Lessee shall submit to the Lessor detailed plans and specifications detailing the proposed improvements to be constructed, the construction of which shall not begin until approved in writing by the Lessor. All improvements shall be constructed in accordance with all applicable laws, rules, regulations, and ordinances. Lessee further agrees to comply with all federal, state, and local laws, ordinances, and zoning provisions in the construction and operation of the improvements on the leased premises. Lessee shall have no authority to subject the leased premises or any part thereof or any interest of Lessor therein to any mechanics or other statutory or judicial lien. Should any mechanics or other lien, statement, or claim be filed or recorded against the leased premises, or any interest of Lessor thereon, by reason of Lessee's acts or omissions or because of any claim against Lessee, Lessee shall cause the same to be canceled and discharged of record at Lessee's sole cost and expense, by bond or otherwise, within thirty (30) days after notice from Lessor; provided, however, that so long as Lessee has not been in breach or default of its obligation under this Lease, Lessee shall have the right, in good faith and through appropriate proceedings, at Lessee's sole cost and expense, to contest the amount or validity of any such claim so long as such contest does not submit the leased premises to sale in enforcement of such lien or claim and provided the Lessee provides to Lessor such collateral, security, or other assurances as Lessor reasonably shall request in connection therewith. Lessee shall, prior to the construction of any improvements on the leased premises, require any contractor who provides such work to provide a payment and performance bond in the full amount of the contract, or other assurances acceptable to the Lessor. Furthermore, any such payment or performance bond shall list the Lessor (City of Monticello) as a beneficiary of said bonds. IX. OWNERSHIP OF IMPROVEMENTS All improvements hereafter constructed by Lessee on the leased premises shall be deemed for all purposes to be the property of Lessee and owned solely by Lessee during the Lease term. At the expiration or earlier termination of this Lease, all items approved for construction by the Lessor pursuant to Section VI herein, shall become the property of Lessor. On or before the expiration of the Lease term or any earlier termination of this Lease, Lessee shall, at its sole cost, remove all other such improvements constructed by Lessee and shall restore the leased premises to the condition in which the leased premises existed on the date of this Lease, unless and except to the extent that Lessor, by written notice to Lessee, given at least thirty (30) days prior to the end of the Lease term, elects to accept the leased premises with any or all of such improvements, in which case Lessee shall not be responsible for removing any such improvements specified in such notice. X. MAINTENANCE AND REPAIRS Lessee shall be solely responsible for the maintenance and repair of all improvements that it constructs on the leased premises and shall maintain the same in a first-class manner. The Lessor, however, shall be responsible for maintenance of the roadway and parking lots located on the leased premises, including snowplowing; the maintenance of turf grass within the leased premises area, and the structural and mechanical maintenance of the city parks shop. The Lessee shall be responsible for all janitorial services related to the city parks shop specified in this agreement (Monday — Friday) located on the leased premises. The Lessee shall also provide daily clean-up of the grounds, parking lots, and roadways within the leased premises. XI. INDEMNIFICATION Except for losses, damages, and claims arising out of the act or omissions of Lessor or Lessor's officers, commissioners, agents, contractors, and employees acting within the scope of their employment or agency, Lessee shall indemnify and hold harmless Lessor and its commissioners, officers, agents, contractors, and employees from and against any and all claims (including attorney fees) arising from Lessee's use of the leased premises, or from the conduct of Lessee's business, or from any activity, work, or thing done by Lessee in or about the leased premises. Lessee shall also indemnify and hold harmless Lessor and its commissioners, officers, agents, contractors, and employees from and against any and all claims arising from any breach or default in the performance of any obligation on Lessee's part to be performed under the terms of this Lease, or arising from any negligence of Lessee, or any claim, action, or proceeding brought thereon; and in case any action or proceeding is brought against Lessor and/or any of its commissioners, officers, agents, contractors, or employees by reason of any such claim, Lessee, upon notice from Lessor, shall defend the same at Lessee's expense by counsel acceptable to Lessor in its reasonable direction. XII. INSURANCE Lessor agrees to purchase, in advance, and to carry in full force and effect the following Insurance: 1. Worker's Compensation (A.) Worker's Compensation Insurance that meets the statutory obligations with Employer's Liability limits of at least $100,000 each accident, $500,000 disease policy limit, and $100,000 disease each employee. (B.) Workers Compensation Insurance for non -employees providing services under this agreement (i.e., subcontractors). Lessee is assuming full Workers Compensation coverage for uninsured sub -contractors. 2. Commercial General Liability Insurance. The policy shall include contractual liability coverage and provide coverage limits at least equal to $1,500,000 per claim and $1,500,000 aggregate. The Lessee along with this signed agreement have attached a certificate evidencing above insurance coverage in force as of the Contract start date. 3. Commercial Automobile Liability insurance covering all owned, non -owned and hired automobiles at coverage limits at least equal to $1,500,000 per claim and $1,500,000 aggregate for all claims arising from the same occurrence. The Lessee along with this signed agreement have attached 1.) a certificate evidencing above insurance coverage in force as of the Contract start date, 2.) Lessee's auto liability insurance coverage addresses the risk or 3.) attached is a letter from insurance agent stating that automobile insurance policy covers business usage of all automobile(s) that will be used during the life of this agreement. XIII. ACCESS AND SIGNAGE The Lessor shall maintain the existing gate at the entrance to the leased premises. Both Lessee and Lessor shall have access to and control of the gate. The Lessee shall, consistent with the Lessors signage practices, provide temporary directional signs and a sign at the main park road indicating the direction to and location of the leased premises. XIV. PARK ORDINANCE Lessee understands and agrees that its use of the leased premises is and shall be subject at all times during the term of the Lease to any Park Ordinance in effect on the date of this Lease and/or subsequently adopted by the Monticello City Council. XV. NOTICE Any notice, demand, request, or other instrument required or permitted to be given under this Lease, shall be in writing and, except as otherwise expressly provided in this Lease, shall be deemed to have been given when delivered in person or when sent by United States certified or registered mail, postage paid, return receipt requested, or when sent by a reputable overnight courier service, addressed to the other party as follows: Lessee: Community Education Director Monticello Public Schools; 302 Washington Street, Monticello, MN 55362 Lessor: Director of Parks, Arts and Recreation City of Monticello; 303 6' Street, Monticello, MN 55362 Either party may designate another or a different address for notices to such party by giving notice of such change to the other party in a written notice. Any notice given in any manner other than as specified in this section, shall be deemed to have been given only when actually received by the addressee. XVI. DATA PRACTICE AND COMPLIANCE WITH LAWS A. Data Practices. The Lessor and the Lessee agree to comply with the Minnesota Government Data Practices Act (the "Act") and all other applicable state and federal laws relating to government data. The requirements of Minnesota Statutes, Section 13.05, subdivision 11, apply to companies or individuals who perform a government function. The Lessor and the Lessee and any of Lessee's sub -contractors retained to provide services under this agreement shall comply with the Act and be subject to penalty for non-compliance as though they were a governmental entity. The Lessor and the Lessee will immediately report to each other any requests from third parties for information relating to this agreement. The Lessor and the Lessee agrees to promptly respond to inquiries concerning data requests. The Lessor and the Lessee agree to hold the each other, their officers, and employees harmless from any claims resulting from their respective unlawful disclosure or use of data protected under state and federal laws, regardless of the limits of insurance coverage. B. Compliance with the law. (i.) The Lessor and the Lessee agree 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). (ii). Lessor and the Lessee will comply with the provisions of Minnesota Statutes § 181.59 which require: 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 the contractor 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 the Lessor and the Lessee have questions concerning these requirements, it should request necessary clarifications from their respective legal counsel. Violation of any of the above laws can lead to termination of this Contract and the immediate declaration of a default. XVII. ENTIRE AGREEMENT This Lease sets forth the entire agreement between the parties with regard to leasing the leased premises. Any prior conversations or writings are merged herein and extinguished. No amendment to this Lease shall be binding upon Lessor or Lessee unless in writing and signed by the party sought to be bound by such amendment. Tom Pawelk; Parks, Arts and Recreation Director Date Rachel Leonard; City Administrator Eric Olson; Superintendent CITY OF MONTICELLO on this day, of 52023 Date Date Rachel Leonard, City Administrator City Council Agenda: 8/14/2023 2W. Consideration of accepting quotes and authorizing purchase of a 2023 Bobcat 96" Grader attachment from Farm -Rite of St. Cloud for a total of 522.603.08 for the Pa Arts & Recreation Department in conjunction with the Central Equipment Fund Prepared by: Meeting Date: ® Consent Agenda Item Parks & Rec Director 8/14/2023 ❑ Regular Agenda Item Reviewed by: Approved by: Finance Director City Administrator ACTION REQUESTED Motion to accept quotes and authorize the purchase of 2023 Bobcat 96" Grader attachment from Farm -Rite of St. Cloud for a total of $22,603.08 for the Parks, Arts & Recreation Department in conjunction with the Central Equipment Fund. REFERENCE AND BACKGROUND City Council is asked to accept a state contract quote from Farm -Rite of St. Cloud to authorize the purchase of a Bobcat 96" Grader Blade for the Parks, Arts & Recreation Department. The last few years the City used a Bobcat grader blade attachment from the Wright County Parks Department; however, the county sold their attachment, so it is no longer available. Staff will mainly use the grader blade attachment in conjunction with #215 Bobcat A770 to grading ballfield infield skins, grading gravel trails, and soil preparations for seed. Budget Impact: The 2023 budget includes $25,000 for the purchase of the Bobcat 96" Grader Blade. The Bobcat Grader Blade will be purchased under Sourcewell Contract #040319-CEC for a total of $22,603.08 which will be funded out of the Central Equipment Fund. II. Staff Workload Impact: Improved workflow and staff efficiency. III. Comp plan Impact: Supports Parks, Pathways and Open Spaces. STAFF RECOMMENDED ACTION City staff recommends the purchase of a 2023 Bobcat 96" Grader attachment from Farm -Rite of St. Cloud for a total of $22,603.08 for the Parks, Arts & Recreation Department in conjunction with the Central Equipment Fund. SUPPORTING DATA A. Quotes B. Pictures Product Quotation Quotation Number: NTC -01803 1 6 Bobcat Date: 2023-07-31 14:58:03 Customer Name/Address: Bobcat Delivering Dealer ORDER TO BE PLACED WITH: Contract Holder/Manufacturer CITY OF MONTICELLO PARKS JAY KOCKLER Clark Equipment Co dba Bobcat DEPT Farm -Rite Equipment of St. Company 505 Walnut Street Cloud, St. Cloud, MN 250 E Beaton Dr, MONTICELLO, MN 55362 810 MAYHEW LAKE RD NE West Fargo, ND 58078 Phone: (763) 295-2711 ST. CLOUD MN 56304 Phone: 701-241-8719 Fax: (763) 295-4404 Phone: 320-240-2085 Fax: 855-608-0681 Fax: 320-230-1012 Contact: Heather Messmer Heather.Messmer@doosan.com Description Part No Qty Price Ea. Total Grader, 96" 7160005 1 $16,427.40 $16,427.40 --- Kit Mount Receiver LR410 7436129 1 $1,144.56 $1,144.56 --- Laser Receiver, LR410 7436330 2 $1,776.88 $3,553.76 --- Box Blade End -wing Kit 7177684 1 $521.36 $521.36 Total of Items Quoted $21,647.08 Dealer P.D.I. $100.00 Freight Charges $726.00 Dealer Assembly Charges $130.00 Quote Total - US dollars $22,603.08 *Prices per the Sourcewell Contract #040319-CEC. *Terms Net 60 Days. Credit cards accepted. *FOB Destination *State Sales Taxes apply. IF Tax Exempt, please include Tax Exempt Certificate with order. *TID# 38-0425350 *Orders Must Be Placed with: Clark Equipment Company dba Bobcat Company, Govt Sales, 250 E Beaton Drive, West Fargo, ND 58078. *Quote valid for 30 days ORDER ACCEPTED BY: SIGNATURE PRINT NAME AND TITLE DELIVERY ADDRESS: BILLING ADDRESS (if different than Ship To): TAX EXEMPT? Exempt in the State of FEDERAL - STATE - Expiration Date: DATE PURCHASE ORDER NUMBER YES NO Tax Exempt ID: wC':. . ,.:�� #� � `mss . �'• City Council Agenda: 8/14/2023 4A. Consideration of adopting Resolution 2023-73 accepting bids and awarding the 2023 Bertram Chain of Lakes Regional Athletic Park Phase II Improvements to Sunram Construction Inc, in the amount of $961,253 Prepared by: Meeting Date: ❑ Consent Agenda Item Parks & Recreation Director 8/14/2023 ❑x Regular Agenda Item Reviewed by: Approved by: Community Development Director, City Administrator Finance Director ACTION REQUESTED Motion to adopt Resolution 2023-73 accepting bids and awarding the 2023 Bertram Chain of Lakes Regional Athletic Park Phase II Improvements to Sunram Construction Inc, in the amount of $961,253. PREVIOUS COUNCIL ACTION January 9, 2023: Authorized preparation of plans and specifications for Phase II improvements at the Bertram Chain of Lakes Regional Athletic Park using WSB Engineering Services for $113,533 and authorized application for required permits, including Wright County Land Alteration Permit. July 10, 2023: Adopted Resolution 2023-61 approving the plans, specifications, and the advertisement of bids for the Bertram Chain of Lake Regional Athletic Park Phase II improvements. REFERENCE AND BACKGROUND The proposed Phase II improvements at the Bertram Chain of Lakes Regional Athletic Park are intended to support use of the city -maintained athletic park as well as reduce parking and access conflicts between regional park users and athletic park users. In July the City Council adopted Resolution 2023-61 approving the plans and specifications and authorizing the advertisement of bids for project. Since the City was unsuccessful in securing grant funding for the project, the various components were split into a base bid and several bid alternates to provide as much flexibility as possible when awarding the project. The engineer's estimate for the base bid of the project was $1,043,765. Online bids were received through QuestvBID #8586774 on August 7, 2023. A total of eight bids were received, ranging from a low base bid of $596,304 to a high base bid of $1,198,640. The low bid was rejected for submitting an incomplete bid. City Council Agenda: 8/14/2023 The bid tabulation identifies Sunram Construction as lower than or near the engineer's estimate for the base bid and in total with all alternates considered. WSB recommends awarding the project to Sunram Construction, Inc. Staff have been satisfied with other projects completed by Sunram Construction, including the complex 7t" Street & Highway 25 retaining wall project. The planned Phase II base bid improvements are intended to support the current field space on the north, south and east sides of the athletic park, as well as the infrastructure needed to support new and future field space. The project focuses on improving site access with additional parking, accessibility, potable water, irrigation, and pedestrian safety upgrades. The project includes the following base bid improvements: • Expand the existing north gravel parking lot • Add a new gravel parking lot to the south of the pond • Add gravel roadway connecting the existing park drive around the west side of the pond and to connect to the park's main entrance road to the south • Expand the gravel trail system • Add bituminous accessible parking stalls • Install concrete curb • Add potable water supply and three drinking fountains • Add a concrete pad for portable restrooms • Address stormwater needs • Construct park kiosk footings • Add vehicular signage/pavement markings • Plant native seeding • Complete grading design with stormwater culverts • Extend irrigation mainlines to provide expanded coverage with Kifco units In addition to the base bid items above, the following bid alternates were prepared: Alternate 1 Shelter Components $141,538 (Including purchase of 20x40 Stone columns for shelter shelter through Sourcewell posts, Electrical panel, vendor for $58,985) Shelter security light, Electrical outlets, Conduit/wire, Concrete Alternate 2 Electrical service from $15,803 Pump House to South Parking lot City Council Agenda: 8/14/2023 Alternate 3 Delineation for parked $25,375 vehicles (wheel stops) Alternate 4 Landscape Boulders for $25,150 road/parking lot barrier Alternate 5 Tree Planting $75,195 Alternate 6 Turbine Pump (Irrigation $45,000 Booster Pump) The total cost of the project with the base bid from Sunram coupled with the engineering and stormwater inspections from WSB is $1,076,286, exceeding the budgeted amount of $1,000,000. Council reserves the ability to reject the bids and re -bid the project in 2023 or 2024 to try to reduce the cost, but there is no guarantee of lower bid prices. In addition, project delays may result in additional engineering and administrative costs or complications with the Wright County Land Alteration Permit. Staff recommend awarding at least the base bid and utilizing reserves within the Park and Pathway Fund to cover the costs beyond the budget. If the project is awarded as recommended, a spring 2024 completion date is anticipated. Budget Impact: The 2023 budget includes $1,000,000 for improvements at the Bertram Chain of Lakes Regional Athletic Park. The total project cost for base bid improvements of $1,076,286 includes the low bid from Sunram Construction, WSB's engineering fees of $113,533, and WSB's SWPPP inspection fee of $1,500. The Park and Pathway Fund will support extra expenditures beyond the project budget; however, the estimated $500,000 of reserves in that fund would be depleted if all alternates are selected. II. Staff Workload Impact: Managing consultant and project timelines. III. Comprehensive Plan Impact: The 2040 Plan's goals and policies recognize the Bertram Chain of Lakes Regional Park as the crown jewel of the Monticello parks and open space system and recommends completing the phased development of Regional Athletic Park at the Bertram Chain of Lakes and promoting its use and enjoyment. STAFF RECOMMENDED ACTION City staff recommend adopting Resolution 2023-73 accepting bids and awarding the project to Sunram Construction, Inc. for the Bertram Chain of Lakes Regional Athletic Park Phase II Improvement Project. The proposed improvements support existing and continued field space use at the park, including access enhancements. Staff will defer to the City Council on the option to incorporate any of the bid alternates. City Council Agenda: 8/14/2023 SUPPORTING DATA A. Resolution 2023-73 B. Letter of recommendation C. Bid tabulation summary D. Webber Rec shelter proposal E. Pictures of Alternates F. Bertram Chain of Lakes Phase II Improvements Plan G. Bertram Chain of Lakes Concept Master Plan H. Bertram Chain of Lakes Recreation Site Plan CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2023-73 ACCEPTING BIDS AND AWARDING CONTRACT FOR THE BERTRAM CHAIN OF LAKES REGIONAL PARK PHASEII IMPROVEMENTS PROJECT WHEREAS, pursuant to an advertisement for bids for the project, the following improvements for the Bertram Chain of Lakes Regional Athletic Park Project; and WHEREAS, the project includes the following improvements: • Expand the existing North gravel parking lot • Add a new gravel parking lot to the south of the pond • Add gravel roadway connecting the existing park drive around the west side of the pond and to connect to the park's main entrance road to the south • Expand the gravel trail system • Add bituminous accessible parking stalls • Concrete curb • Add potable water supply and three drinking fountains • Add a concrete pad for portable restrooms • Stormwater • Park Kiosk footings • Vehicular signage/pavement markings • Native seeding • Complete grading design with storm water culverts • Extend irrigation mainlines to provide expanded coverage with Kifco units WHEREAS, the following items were included as bid alternates for the project: • Alternate 1— Shelter electrical, footings and rockface columns • Alternate 2 — Parking lot light fixture • Alternate 3 - Concrete wheel stops • Alternate 4- Landscape Boulders • Alternate 5- Tree planting • Alternate 6 - Irrigation booster pump • WHEREAS, bids were received, opened, and tabulated, and the following seven bids were found to comply with the advertisement for bids: Contractor Addendum No. 1 AddenduraNo. 2 Bid 5ecurityJPi) Alternate#1 Alternate #2 Alternate#2 Alternate #4 Alternate #S Alternate #6 Ba Be Bid Total 1 Sunram Construclion, Inc. X X X 1112.552.35 115.802.35 $25,375.00 $25,150.00 375,195.50 $45,00C.0j S:'.1 2;2..'� 2 `y0Q Inc. X X X $127,830.85 $18,851.45 $45,675.00 $20,120.00 $75,036.00 $30,780.00 51,016,123.01 3 New Look Cmdrading,ow X X X $86,606.50 $15,816.50 165250.00 $82,985.00 $113,370.00 110,000.00 $1,117,059.00 4 Yeifl4Company, Inc. X X X $111,47S.90 $16,952.75 $84235.00 524,001.80 $113,100.00 31.10 $1,108,139.75 5 Petersen Companies X X X $108,325.91 $18,182.18 $29,000.00 $71,828.40 $90,540.78 30.00 $1,198,839.91 6 Meyer Gnntracting, Inc. X X X $62,805.25 $12,095.45 $23,791.15 $12,05138 $55,917.84 $11,500.00 - 7 J.R. E%Wp. Inc, X X X $0.00 $17,319.00 $72,500.00 1100,000.00 $128,400.00 30.00 $1,597,477.00 ngineersvpinicnofCosl $106,594.50 $12,564.50 $05,250.00 $50,300.90 $90,900.00 $10,000.00 $1,043,764.50 WHEREAS, the bid from Sunram Contracting Inc. in the amount of $961,253.00 for the total bid for the construction of said improvements for the Bertram Chain of Lakes Regional Athletic Park Phase II Improvement Project, in accordance with the approved plans and specifications and advertisement for bids, is the lowest responsible bidder and shall be and hereby is accepted. NOW THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF MONTICELLO: 1. The Mayor and City Administrator are hereby authorized and directed to enter into a contract with said bidder for the construction of said improvements for and on behalf of the City of Monticello. 2. The City Administrator is hereby authorized and directed to return forthwith to all bidders the deposits made with their bids, except that the deposit of the successful bidder and the next lowest bidder shall be retained until a contract has been executed. ADOPTED BYthe Monticello City Council this 14th day of August 2023. ATTEST: Jennifer Schreiber, City Clerk CITY OF MONTICELLO Lloyd Hilgart, Mayor 2 0 U (D z W M U) z U) J 0 a a LU z z 2 0 0 M W D U) T w D z LU a Q z LU x 0 wsb August 8, 2023 Honorable Mayor and City Council City of Monticello 505 Walnut Street Monticello, MN 55362 Re: Bertram Chain of Lakes Park Phase II Improvements Project City of Monticello Project No. 23CO01 WSB Project No. 022080-000 Dear Mayor and Council Members: Bids were received for the above -referenced project on Monday, August 7, 2023, and were opened and read aloud. A total of eight (8) bids were received and one of the bids was withdrawn. The remaining bids were checked for mathematical accuracy. Please find enclosed the bid summary indicating the low base bid as submitted by Sunram Construction, Inc., of Corcoran, MN in the amount of $961,253.00. The Engineer's Estimate base bid was $1,043,764.50. We recommend that the City Council consider these bids and award a contract in the amount of $961,253.00 to Sunram Construction, Inc. based on the results of the bids received. Sincerely, WSB Jeff Feulner Senior Landscape Architect Attachments cc: Ryan Sunram — Sunram Construction, Inc. Tom Pawelk — City of Monticello mj K:\022080-000\Admin\Construction Admin\Bidding\022080-000 LOR 080823.docx BID TABULATION SUMMARY Bertram Chain of Lakes Park Phase II Improvements Project City of Monticello Project No. 23CO01 WSB Project No. 022080-000 Bid Opening: August 7, 2023 at 1:00 PM local time DENOTES CORRECTED FIGURE Mwe Engineer's Opinion of Cost $106,864.50 $12,564.50 $65,250.00 $50,300.00 $90,900.00 $40,000.00 $1,043,764.50 I hereby certify that this is a true and correct tabulation of the bids as received on August 7, 2023. Jeff Feulner Architect K:1022080-0001AdminlConstruction AdminlBidding1022080-000 Bid Tab Summary 080823 Contractor Addendum No. 1 Addendum No. 2 Bid Security (5%) Alternate #1 Alternate #2 Alternate #3 Alternate #4 Alternate #5 Alternate #6 Base Bid Total 1 Sunram Construction, Inc. X X X $82,552.30 $15,802.30 $25,375.00 $25,150.00 $75,195.00 $45,000.00 $961,253.00 2 LinnCo, Inc. X X X $127,630.85 $18,851.45 $45,675.00 $20,120.00 $78,636.00 $30,780.00 $1,016,123.61 3 New Look Contracting, Inc. X X X $86,606.50 $15,846.50 $65,250.00 $82,995.00 $113,370.00 $10,000.00 $1,117,059.00 4 Veit & Company, Inc. X X X $111,478.90 $16,952.75 $64,235.00 $84,001.00 $113,466.00 $1.10 $1,169,139.75 5 Peterson Companies X X X $108,325.91 $16,182.18 $29,000.00 $71,828.40 $90,540.78 $0.00 $1,198,639.91 6 Meyer Contracting, Inc. X X X $62,805.25 $12,095.45 $23,761.15 $12,051.88 $58,917.84 $11,500.00 $1,434,659.52 7 J.R. Ferche, Inc. X X X $0.00 $17,319.00 $72,500.00 $100,600.00 $128,400.00 $0.00 $1,597,477.00 Engineer's Opinion of Cost $106,864.50 $12,564.50 $65,250.00 $50,300.00 $90,900.00 $40,000.00 $1,043,764.50 I hereby certify that this is a true and correct tabulation of the bids as received on August 7, 2023. Jeff Feulner Architect K:1022080-0001AdminlConstruction AdminlBidding1022080-000 Bid Tab Summary 080823 Bertram Chain of Lakes Phase II Improvei Bid Opening August 7, 2023 at 1 p.m (Top 3 Bidders) DESCRIPTION SUNRAM CONSTRUCTION LINNCO, INC. Base Bid $ 9611253.00 $ 1,016,123.61 + Shelter Purchase Sourcewell $ 58,984.80 $ 58,984.80 Alternate #1 $ 82,552.30 $ 127,630.85 Sub -Total $ 1,102,790.10 $ 1,202,739.26 Alternate #2 $ 15,802.30 $ 18,851.45 Sub -Total $ 1,118,592.40 $ 1,221,590.71 Alternate #3 $ 25,375.00 $ 45,675.00 Sub -Total $ 1,143,967.40 $ 1,267,265.71 Alternate #4 $ 25,150.00 $ 20,120.00 Sub -Total $ 1,169,117.40 $ 1,287,385.71 Alternate #5 $ 75,195.00 $ 78,636.00 Sub -Total $ 1,244,312.40 $ 1,366,021.71 Alternate #6 $ 45,000.00 $ 30,780.00 Grand Total (Base Bid + Alternates) $ 1,289,312.40 $ 1,396,801.71 ments NEW LOOK CONTRACTING $ 1,117,059.00 $ 58,984.80 $ 86,606.50 $ 1,262,650.30 $ 15,846.50 $ 1,278,496.80 $ 65,250.00 $ 1,343,746.80 $ 82,995.00 $ 1,426,741.80 $ 113,370.00 $ 1,540,111.80 $ 10,000.00 $ 1,550,111.80 Webber Recreational Design, Inc. 1442 Brooke Ct Hastings, MN 55033 US (651) 438-3630 customerservice@webberrec.com www.webberrec.com Estimate ADDRESS City of Monticello 909 Golf Course Rd Monticello 55362-8822 SALES REP Jay Americana: IIlini Shelter Illini Model Shelter: Standard Frame Color, 20.000' x 40.000' (roof size) 4:12 Pitch, 8.000' eve height, 8 Surface Mount Posts, Tubular Steel Frame is Shot Blasted prior to Graffiti Cleanable Gloss or Non -Graffiti Cleanable Matte Powder Coat Finish, Structural Roof Panel Specs: 18 inches wide, Galvalume Material, .024 Thickness, Standard Color, (With wood decking) Galvalume Fascia. COLOR FRAME: COLOR ROOF: Americana: Engineered Drawings Engineered Drawings Freight Charges Freight Charges 108493 SF:Installation Installation ASSEMBLY OF SHELTER NO SLAB OR FOOTINGS. IMPORTANT PRICE NOTICE QUOTE GOOD FOR 30 DAYS Vwebber RECREATIONAL DESIGN, INC. ESTIMATE # 1839 DATE 06/23/2023 EXPIRATION DATE 07/23/2023 1 1 1 1 1 SUBTOTAL TAX (O%) TOTAL Accepted By Accepted Date 35,209.80 800.00 3,275.00 19,700.00 0.00 35,209.80T 800.00T 3,275.00T 19,700.00T O.00T 58,984.80 0.00 $58,984.80 ilo ar ON co LO co N O N O N 0 BERTRAM CHAIN OF LAKES PARK PHASE II IMPROVEMENTS Monticello, Minnesota WSB Project Number Issue Date JB Home lmprovnW 19 A i ■ Silver Creek Lake Mara State Park I& 1 ,&y Rd -19 NW A V West Wind Sheat f 17 022080-000 07/10/2023 Sheet List Table Sheet Number Sheet Title L1.1 COVER SHEET L1.2 SWPPP L1.3 SWPPP L1.4 SWPPP L2.1 REMOVALS PLAN L3.1 OVERALL LAYOUT PLAN L3.2 LAYOUT ENLARGEMENT A L3.3 LAYOUT ENLARGEMENT B L4.1 OVERALL GRADING PLAN L4.2 GRADING ENLARGEMENT A L4.3 GRADING ENLARGEMENT B L4.4 GRADING ENLARGEMENTS L4.5 GRADING ENLARGEMENTS L4.6 ADA PARKING AREA ENLARGEMENTS L5.1 OVERALL RESTORATION PLAN L5.2 RESTORATION ENLARGEMENT A L5.3 RESTORATION ENLARGEMENT B L6.0 STANDARD DETAILS L6.1 DRINKING FOUNTAIN DETAILS L6.2 DRINKING FOUNTAIN DETAILS - FRENCH DRAIN L6.3 HARDSCAPE AND ROADWAY DETAILS L6.4 DETAILS L6.5 SHELTER ENLARGEMENT & DETAILS 00 00 00 00 10 Monticello City Fields.Montissippi ♦♦ �9 Regional Park Bridgeview 2s e_ ♦ ssembly of God 4 9 Co u rrty Rd 39 NW Silent Run a -res � Laestadian Lutheran 00 40 00 J>� n., Church of Monticello 4 ♦♦10 Monticello Country Club tt 9¢39 kECody Rd 39 NE Cnutly Rd 39 HE 4e� c 39 NE Goff Course Rd ,4 aunb RC 39 NW ♦ Monticello E;wf da Lake Landing ♦♦♦ Moon Motorsports:` � ♦ 4 QTwo Good Accountants ♦ Arrowhead Arena , • Bertram Chain9zs ■ Legacquestrian Lakes Regions! Pa�C 1p Target E C TServicesto L J* I At Fleet Farm .1 �� Emagine Monticello " 1 , � e Bertram Lakes �, 9 �hooi swift scnnol Brod ►?�,� ® Bertram TrailZ �,, Walmart percenter 9` i 4% 4% 3 Dan Garden Cent r q �' ,,�, Over Thi x Veit Automotive �Jamco Too LandscapiMg4, Foundation Museu ,♦ s 80th St NW Bat• St NW 80th 5t NW � g'oth$t NEI ,4%#- m Monticello , Sportsman Club 9tip C^ Google 0 =1 Royal RWoo Of, ng 4 , ri`� PROJECT LOCATION MAP SCALE: NOT TO SCALE THIS PLAN SET HAS BEEN PREPARED FOR - CITY OF MONTICELLO 505 Walnut Street Monticello, MN 55362 Fp O L6.6 ADA PARKING STALL ENLARGEMENTS L6.7 DETAILS L7.1 UTILITY PLAN E1.1 ELECTRICAL PLAN E1.2 ELECTRICAL PLAN E1.3 ELECTRICAL PLAN 11.1 IRRIGATION PLAN 11.2 IRRIGATION PLAN 11.3 IRRIGATION PLAN 11.4 IRRIGATION PLAN 11.5 IRRIGATION PLAN 11.6 IRRIGATION PLAN WWA 40000• ILM■ ■ i ■ 1 PHASE II PROJECT LIMITS i I ` t a r THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF PRIVATE UTILITIES HAS BEEN N DESIGNATED UTILITY QUALITY LEVEL D. THESE UTILITY QUALITY LEVELS WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR IS TO DETERMINE THE TYPE AND LOCATION OF PRIVATE UTILITIES AS MAY BE DEEMED NECESSARY TO AVOID DAMAGE THERETO. wsb SCALE: AS SHOWN PLAN BY: JG Z O a_ U U) LU 0 LU Q 0 DESIGN BY: JF CHECK BY: JF z O>- X cow _co U_ w w w wZ O' Zow N a- �Qo J J U'°QZ)Q U w uj Q :�E _ U 0 U O z J r w Cn =~Z C U c!)C>0 T L= ~ U z M ami J < < U< Q � =wza0 w co >- U H LL - (n Q No N U) >Q 0coLU Q O L > W Z W Z 0� O U O to UCJ) LL in w 0 0 LU U z UJOr- U Of or_ LU Uj Q LU 1 10� w 0 - O J J COVER SHEET CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L1.1 X cow wJ w � O Q _J0 J J U_ U w O U U z ~ Z Q J O = � U Q ILLO Q Z 0� O U 0 Mw W LU 1 10� CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L1.1 ON Ln Ln 0 0 0 N 0 N O N i PROJECT NAME: PROJECT LOCATION: STORMWATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE BERTRAM CHAIN OF LAKES IMPROVEMENT PROJECT PHASE II PROJECT NUMBER: WSB 022084-000 INFORMATION CAN BE FOUND IN THE GEOTECHNICAL REPORT, LOCATED WITHIN THE PROJECT SPECIFICATIONS. SOIL CLASSIFICATIONS STREET: BRIARWOOD AVE NE CITY: MONTICELLO COUNTY: WRIGHT FOR HIGHLY ERODIBLE LAND (HEL), POTENTIALLY HIGHLY ERODIBLE LAND (PHEL), AND NOT HIGHLY ERODIBLE LAND (NHEL) SOILS CAN STATE: MINNESOTA ZIP: 55362 LATITUDE/LONGITUDE: 45.2977/-93.8525 BE FOUND ON FIGURE 1. SWPPP RESOURCE MAP. THE PLANNED SCOPE OF THE PROJECT INCLUDES: THE CITY OF MONTICELLO IN WRIGHT COUNTY MINNESOTA IS PROPOSING PARK IMPROVEMENTS TO THE BETRAM CHAIN OF LAKES ATHLETIC COMPLEX. SCOPE OF WORK INCLUDES CLEARING AND GRUBBING, EXPANDED GRAVEL PARKING LOTS AND ROADS, BITUMINOUS WALKWAYS, SHELTER ENLARGEMENT, CONSTRUCTION OF CEREMONY AREA, AND SIGNAGE UPGRADES. TENTATIVE CONSTRUCTION SCHEDULE (OPERATOR SHOULD PROVIDE ESTIMATED CONSTRUCTION SCHEDULE TO THE ENGINEER) CONSTRUCTION ACTIVITIES: ESTIMATED DATES OF SOIL DISTURBANCE ACTIVITIES: TEMPORARY SEDIMENT CONTROL BMPS & REMOVALS AUGUST 2023 GRUBBING, GRADING, UTILITY WORK AUGUST — OCT 2023 PAVEMENT & SHELTER ENLARGMENT OCTOBER — NOV 2023 FINAL STABILIZATION JUNE 2024 PROJECT PERSONNEL AND TRAINING SWPPP DEVELOPER: WSB (DAN PERRON) 701 XENIA AVE S, SUITE 300 GOLDEN VALLEY, MN 55416 612-346-7793/DPERRON@WSBENG.COM I own , ".i vy"r•rr. Dale C_ Perron E.osjf►, ounf sw;o1woft",, na ••rt s1t7r �7lrF .,.n 1ru'fk r sir �.a nPr1 taxC�Lw.11A /i•/.t•�4:� wi .I ftgs ,.�...rr..�,r.. n+t... F.nw CONTRACTOR TO PROVIDE CERTIFICATION OF EROSION CONTROL OFFICER AND ANY OTHER CREW MEMBERS WHO WILL WORK ON THE IMPLEMENTATION 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 THE CITY OF MONTICELLO AND THE CONTRACTOR 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 MPCA. NAME COMPANY TITLE PHONE TOM PAWELK CITY OF MONTICELLO OWNER CONTACT 763-271-3268 (651)757-2203 STEELE COUNTY LGU ROXY ROBERTSON 651)392-4900 MNDNR JAMES BEDELL 320-223-7850 BMP TABULATION SHEET NO. 13 STORMWATER CALCULATIONS DRAINAGE AGENCY CONTACTS ORGANIZATION CONTACT NAME PHONE MPCA (EMERGENCY) 24 HOUR STATE DUTY OFFICER 1-800-422-0798 MPCA MCKENNA RODINE (651)757-2203 STEELE COUNTY LGU ROXY ROBERTSON 651)392-4900 MNDNR JAMES BEDELL 320-223-7850 LOCATION OF SWPPP REQUIREMENTS THE REQUIRED SWPPP ELEMENTS 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 UNNAMED POND TEMPORARY/PERMANENT EROSION CONTROL MEASURES SHEET NO. 4 DIRECTION OF FLOW SHEET NO. 4 CONSTRUCTION NOTES & STANDARD PLATES SHEET NO. 12-19 DRAINAGE PLAN & CONSTRUCTION PLAN SHEET NO. 4-11, 20-22 BMP TABULATION SHEET NO. 13 STORMWATER CALCULATIONS DRAINAGE REPORT & HYDRAULIC REPORT. AVAILABLE UPON REQUEST RECEIVING WATERS A SPECIAL AND IMPAIRED WATERS SEARCH WAS COMPLETED USING THE MPCA SEARCH ENGINE ON 06/27/2023.BASED ON THIS REVIEW, THERE ARE NO SPECIAL IMPAIRED WATERS (WITH CONSTRUCTION RELATED IMPAIRMENTS) LOCATED WITHIN ONE MILE OF, AND DOWNSTREAM OF, PROJECT DISCHARGE POINTS. THE FOLLOWING IS A LIST OF RECEIVING WATERS WITHIN ONE MILE OF THE PROJECT: WATERBODY IMPAIRMENT(S) UNNAMED POND NIA BERTRAM LAKE NIA AREAS OF ENVIRONMENTAL SENSITIVITY (AES) AND INFESTED WATERS IN ADDITION TO THE LIST OF SPECIAL AND IMPAIRED WATERS, THE CONTRACTOR SHALL BE AWARE THAT THERE ARE EXISTING STORMWATER FACILITIES WITHIN AND NEAR THE PROJECT BOUNDARY. THERE IS A MAP OF KNOWN NATURAL RESOURCES ON THE LAST PAGE OF THE SWPPP NARRATIVE. AREAS OF ENVIRONMENTAL SENSITIVITY ARE ALSO CALLED OUT ON THE PLAN SHEETS. SOIL TYPES A PROJECT WIDE GEOTECHNICAL REPORT WAS COMPLETED DURING THE DESIGN PHASE. GLACIAL OUTWASH IS PARENT MATERIAL EXISTING THROUGHOUT THE SITE. OUTWASH CONSISTS OF SAND AND GRAVEL. THE TOPSOIL BLEND CONSISTS OF A SANDY LOAM COMPRISED OF CLAYEY SAND BETWEEN 12-24 INCHES DEEP. SUB—HORIZONS ARE MADE OF COARSE SAND DOWN TO 79 INCHES. ADDITIONAL SOIL NATIVE TOPSOIL WILL BE STRIPPED; IF MATERIAL NEEDS TO BE STOCKPILED, APPROPRIATE ACTION WILL TAKE PLACE TO ENSURE THE STOCKPILES HAVE ALL PROPER BMPS IN PLACE ACCORDING TO THIS SWPPP AND THE NPDES PERMIT. ENVIRONMENTAL REVIEW NO FORMAL ENVIRONMENTAL REVIEW WAS REQUIRED FOR THIS PROJECT. WETLANDS: MITIGATION MEASURES ARE NOT REQUIRED AS PROJECT SCOPE OF WORK WILL NOT IMPACT ANY WETLANDS. ALL WETLAND AREAS WILL BE PROTECTED WITH PERIMETER CONTROL AND A 50' NATURAL BUFFER (IF INFEASIBLE, REDUNDANT PERIMETER CONTROL MEASURES), INCLUDED AREAS THAT ARE PERMITTED TO BE FILLED AND/OR EXCAVATED UNTIL WORK IN THE PERMITTED AREAS ARE NECESSARY. REDUNDANT BMP MEASURES MUST BE PLACED 5' FROM THE INITIAL PERIMETER CONTROL MEASURE WITH A STABILIZED BUFFER STRIP BETWEEN THE BMPS. THREATENED/ENDANGERED SPECIES: WRIGHT COUNTY LISTS THE NORTHERN LONG—EARED BAT AND WHOOPING CRANE AS THREATENED/ENDANGERED SPECIES WITHIN THE COUNTY. THE TRICOLORED BAT IS A PROPOSED ENDANGERED SPECIES, AND THE MONARCH BUTTERFLY IS A CANDIDATE SPECIES. TREE REMOVAL SHOULD OCCUR OUTSIDE OF THE NORTHERN LONG—EARED BAT ACTIVE SEASON (APRIL 1 TO OCTOBER 31). THE APPLICANT SHOULD REVIEW THE NEW NORTHERN LONG—EARED BAT DETERMINATION KEY TO DETERMINE IF FURTHER COORDINATION WITH THE USFWS IS REQUIRED BEFORE ANY TREE REMOVAL OCCURS. IF THESE SPECIES ARE FOUND, CONTRACTOR TO STOP WORK IMMEDIATELY FOR FURTHER INVESTIGATION. DRINKING WATER/WELLS: ACCORDING TO THE MDH, THE PROJECT IS NOT LOCATED WITHIN ANY DRINKING WATER SUPPLY MANAGEMENT AREA (DWSMA). HOWEVER, ONE WELL EXISTS TO THE SOUTHWEST OF THE PROJECT. WELL ID: 479549. ADDITIONAL PRECAUTIONS SHOULD BE TAKEN TO PREVENT SPILLS FROM CONTAMINATING THE GROUNDWATER ONSITE SUCH AS PROPER HANDLING AND STORAGE OF CHEMICALS AND KEEPING A SPILL KIT ONSITE. CONTAMINATED PROPERTIES: THE MPCA'S "WHAT'S IN MY NEIGHBORHOOD" DATABASE WAS REVIEWED ON 06/27/2023. THE RESULTS OF THIS REVIEW SHOW NO CONTAMINATED PROPERTIES WITHIN OR ADJACENT TO THE PROJECT SCOPE OF WORK. THE DEPTH OF THE FULL RECLAMATION 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/DR 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. AQUATIC INVASIVE SPECIES: ALL DEWATERING EQUIPMENT SHALL BE DECONTAMINATED OF ALL AQUATIC PLANTS AND PROHIBITED INVASIVE SPECIES PRIOR TO USING WITHIN SURFACE WATERS ON—SITE AND TRANSPORTING OFF—SITE. ALL DECONTAMINATION ACTIVITIES SHALL MEET THE CHAPTER 1 STANDARDS OF THE MINNESOTA DNR'S BEST PRACTICES MANUAL FOR MEETING DNR GENERAL PUBLIC WATERS WORK PERMIT GP 2004-0001. LAND FEATURE CHANGES TOTAL AREA TO BE DISTURBED = 16.04 ACRES IMPERVIOUS AREA: PRE—CONSTRUCTION = 0.00 ACRES/POST—CONSTRUCTION = 5.32 ACRES NET INCREASE OF IMPERVIOUS AREA = 5.32 ACRES LONG TERM MAINTENANCE AND OPERATION: THE NPDES PERMANENT STORMWATER TREATMENT SYSTEM (PART 15.1) FROM THE NET NEW IMPERVIOUS SURFACES OF THE PROJECT IS PROVIDED IN THE PREVIOUSLY CONSTRUCTED STORMWATER RETENTION BASIN ONSITE. THE CITY OF MONTICELLO STAFF IS RESPONSIBLE FOR THE LONG—TERM MAINTENANCE AND OPERATION OF THE PERMANENT STORMWATER SYSTEM. STABILIZATION TIME FRAMES AREA TIME FRAME NOTES EXPOSED AREAS IMMEDIATELY AND NO LATER THAN 14 DAYS OF BEING UNWORKED 1, 4, 5 LAST 200 LINEAL FEET OF DRAINAGE DITCH/SWALE WITHIN 24 HOURS OF CONNECTION TO SURFACE WATER/PROPERTY EDGE 1, 2, 3 REMAINING PORTIONS OF DRAINAGE DITCH OR SWALE 14 DAYS 1, 3 PIPE AND CULVERT OUTLETS 24 HOURS STOCKPILES 14 DAYS 1 1. INITIATE STABILIZATION IMMEDIATELY WHEN CONSTRUCTION HAS TEMPORARILY OR PERMANENTLY CEASED ON ANY PORTION OF THE SITE. COMPLETE STABILIZATION WITHIN THE TIME FRAME LISTED. IN MANY INSTANCES THIS 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. wsb SCALE: AS SHOWN PLAN BY JG U) Z O W Z 0 a_ a U rn Lu ❑ Lu Q o Z z o>- U_ w w _ w 0 J ~ Z W Z w w�QO Cn0zQ Q Q :E — 0 o J Cnm=~Z Lu _ L C) Z �DeM0� :�i Q 0-Qw0 =wzw0 Lu wCn—cnQ Q 0 C/)3: ww U 0 r0Cn�'jLL ma�u,o LU oforwZcn LU Lu _ Or- 2� U Q o 0 J J DESIGN BY: JF CHECK BY: JF X U) ui LIJ J �CC Q G �O LL U OU z� Lu J U = C G Q Q J Z �O Ll CD W Lu 1 L.L O J W U_ z O G LL O U co r` m N a) o U_ N J LL Q aD N 0 N 0 r; 0 ui Q 0 CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L1.2 ON Ln O 0 0 N O N 0 N z Q J n J FT n J O O O O 00 O N N O C (a U 6 O O 0 00 O N N O old 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 0.5 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 FAILED. D. DATE AND AMOUNT OF ALL RAINFALL EVENTS GREATER THAN 0.5 INCHES IN 24 HOURS; 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/SEDIMENT 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 STAGING/STOCKPILE MANAGEMENT AREAS, CONCRETE MANAGEMENT, CONCRETE SLURRY APPLICATION AREAS, FUGITIVE DUST CONTROL PLAN, SPILL CONTAINMENT PLAN, HAZARDOUS MATERIAL MANIFEST & MANAGEMENT PLAN, VEGETATION PRESERVATION & MAINTENANCE PLAN, 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 PROJECT 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. THE PROJECT'S CONSTRUCTION PHASING AND STAGING IS DEFINED BY THE "CONSTRUCTION STAGING & TRAFFIC CONTROL PLAN" AND PROJECT SPECIFICATIONS. 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. 8. 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 J -HOOKS AT A MAXIMUM OF 100 -FOOT INTERVALS. 9. ALL STOCKPILES MUST 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 PERMITTEES) 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 (30o 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 NUISANCE 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 MUST INCLUDE BMP'S TO PREVENT SEDIMENT TRANSPORT, EROSION, AND ADVERSE IMPACTS TO DOWNSTREAM RECEIVING WATERS. THE DEWATERING PLAN MUST 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. TEMPORARY & PERMANENT EROSION CONTROL BMPS 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. 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 900. 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 14 DAYS. ALL REPAIRS MUST BE COMPLETED WITHIN 24 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. 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. RAPID STABILIZATION METHOD #2: THIS METHOD SHALL CONSIST OF TYPE 3 MULCH (1.5 TON PER ACRE) OR 3884 TYPE STABILIZED FIBER MATRIX (750 LBS PER ACRE) BE SPREAD IN AREAS THAT HAVE BEEN UNWORKED FOR 14 DAYS. THIS METHOD SHALL BE USED ON SLOPES LESS THAN 3:1. RAPID STABILIZATION METHOD #3: THIS WORK SHALL CONSIST OF OPERATIONS NECESSARY TO RAPIDLY STABILIZE SMALL CRITICAL AREAS WITHIN 200 FEET OF SURFACE WATERS, TO PREVENT OFF SITE SEDIMENTATION AND OR TO COMPLY WITH PERMIT REQUIREMENTS. THIS FORM OF RAPID STABILIZATION EMPLOYS SFM, SEED MIX 22-111, AND FERTILIZER TYPE 3. THIS METHOD SHALL BE USED ON SLOPES LESS THAN 3:1. INSTALL PER MNDOT SPECIFICATION 2575.3.M.1.C. TEMPORARY & PERMANENT SEDIMENT CONTROL BMPS 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 OF 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 MUST 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. BIORETENTION & BIOSWALES: BIORETENTION BASINS AND BIOSWALES DIRECT SHEET FLOW ACROSS A GRASS BUFFER STRIP TO A PONDING AREA FOR INFILTRATION. THEY UTILIZE SOILS AND BOTH WOODY AND HERBACEOUS PLANTS TO REMOVE POLLUTANTS FROM STORMWATER RUNOFF. THE PONDING AREA GENERALLY CONSISTS OF A SURFACE LAYER CONTAINING ORGANICS SUCH AS MULCH, TREES, NATIVE GRASSES AND SHRUBS, A SUBSURFACE LAYER OF PLANTING SOIL, AND A SAND BED. wsb SCALE: AS SHOWN PLAN BY JG Z O W Z 0 a_ U U) Lu 0 Lu Q 0 o Z z O� U_ LU w _ w Z j w Z w a- �Qo c O Q z Q Q — U O J Lu W CnmT: z _ L U Z �DeM0� :�i F 0- Q w LL =wZwO Lu LL Cn — Cn Q Q 0 C/)3: w w Lu o U) 0 LL ma�u,o LU oforwzcn LU Lu _ Or- 2� U Q O 0 J J DESIGN BY: JF CHECK BY: JF X U) w Lu J i �CC QG _3O LL U OU z� Lu J U = C G Q Q J ry Q Z �O Lu V m w �J co r` m N O z C LLL J Q (D N O N 0 0 Q 0 CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L1.3 DUST CONTROL: OPERATOR WILL COMPLY WITH STATE RULE 7011.0150 ON DUST PREVENTION REQUIREMENTS. DUST FROM THE SITE WILL BE CONTROLLED BY INCREASED STREET SWEEPING AND/OR USING A MOBILE PRESSURE-TYPE DISTRIBUTOR TRUCK TO APPLY POTABLE WATER TO DISTURBED AREAS. THE MOBILE UNIT WILL APPLY WATER AT A RATE NECESSARY TO PREVENT RUNOFF AND PONDING. S OIL 5 MAP ?A 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/EXPORT OPERATIONS, REMOVALS/COMPACTION, MASS/FINE GRADING, EXCAVATIONS, TRENCHING, TOPSOIL STRIPING STOCKPILING, WET/DRY PAVEMENT CUTTING, STREET CONSTRUCTION. 2. BASIC/ACIDIC PH LEVELS FROM CURB AND GUTTER, MANHOLE STRUCTURES, SIDEWALKS, DRIVEWAY APRONS, FOUNDATIONS, WET/DRY PAVEMENT CUTTING, MASONRY WASHOUT/CLEANOUT. 3. EXCESS NUTRIENTS FROM LANDSCAPING INSTALLATIONS, SOIL ADDITIVES, FERTILIZATION, MULCHING. 4. HYDROCARBONS FROM STREET CONSTRUCTION, DEMOLITION/REMOVALS, WET/DRY PAVEMENT CUTTING. 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 MUST 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. 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 CONTAINMENT. CLEAN UP SPILLS IMMEDIATELY. STORE, COLLECT AND DISPOSE OF ALL SOLID WASTE. H. 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. 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, MILLINGS, 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. 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 MUST BE STABILIZED WITH A UNIFORM PERENNIAL VEGETATIVE COVER WITH A DENSITY OF 70%. 2. ALL TEMPORARY SEDIMENT CONTROL BMP MEASURES MUST BE REMOVED PRIOR TO SUBMITTING PERMIT NOT. 4 M 1p 0 0 0 N 0 N O N i 1038A lone i0AA a VIA V 4ir f A Discharge Point -�� Project Area `■ ; 204ft Buffer ■ i i 1 - i L 1 mi Buffer Not Highiy Erodible Land Potentially Highly Erodible Land Highly Erodible Land National Wetlands inventory Tom ► r _ At3 T tot lmpairet! Waters DNR Pubk Waters Dues and Streams ..•r •► rri Ql ,.�. row , ..r,.... .... t 4— r tA r D Tle ej '0061 pt 406 3 A .., ,ir`,,,�. ems: •e• ' tit Cv^ 1 Y ROAD 39 NE Figure 1. SWPPP Resource F ,: A oft + " ... i►� may, �: �. � � .+��« re woo 410 R 10 wi ft EL ..y 1.000 2,000 Feet � m wsb SCALE: DESIGN BY: AS SHOWN JF PLAN BY: CHECK BY: JG JF z 0 a_ Of U U) LU ❑ LU Q 0 z O>- I? ^ U / Lii J i■41 _ U W W 0- w Z p w v a- of Q C) Z h C = y► J J LL U W Z W Q H QUO U 0 z WmLU =~Zami ~ Z f �+ J (if orf z QO QaW Q .rY� � w• a '� WZOQW .� c� d U ~ LL U) — U) < w Ab A Discharge Point -�� Project Area `■ ; 204ft Buffer ■ i i 1 - i L 1 mi Buffer Not Highiy Erodible Land Potentially Highly Erodible Land Highly Erodible Land National Wetlands inventory Tom ► r _ At3 T tot lmpairet! Waters DNR Pubk Waters Dues and Streams ..•r •► rri Ql ,.�. row , ..r,.... .... t 4— r tA r D Tle ej '0061 pt 406 3 A .., ,ir`,,,�. ems: •e• ' tit Cv^ 1 Y ROAD 39 NE Figure 1. SWPPP Resource F ,: A oft + " ... i►� may, �: �. � � .+��« re woo 410 R 10 wi ft EL ..y 1.000 2,000 Feet � m wsb SCALE: DESIGN BY: AS SHOWN JF PLAN BY: CHECK BY: JG JF z 0 a_ Of U U) LU ❑ LU Q 0 z O>- X ^ U / Lii J _ U W W 0- w Z p w v a- of Q C) Z O J J LL U W Z W Q H QUO U 0 z WmLU =~Zami ~ Z LU 0U J J (if orf z QO QaW Q 2i WZOQW - c� d U ~ LL U) — U) < Q o N � < 0 U) wZW Q Q o U 0- Z o 0 cn LL ma�(n0 O U LU W U Z cn W W W O U Q CD W 0 — O J J LU CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L1.4 X ^ U / Lii J W 0- � 0 Q J O J J LL U W O U U zLLJ ~ Z Q J O = 2i U Q LLO Q Z 10� O U LU CD W LU 10. CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L1.4 WE N O 0 M N O N 0 N ti z Q 6 75 Lu 0 n J O O O 0 00 O N N O C co U 0 0 0 0 00 O N N O , (\I r�I� / , 'j JI ri�011 \ 1 �LEAR AND GRUB \ / __ /r I �XISTIINIG VEGETATION TREE PROTECTION / FENCE, SEE DETAIL _ J _ — , / L5 — — L6.0 1 — _-- � / f_�� \ maA6 \ INLET PROTECTION, — X \\ SEE DETAIL —-��__-_—/ \ \ \ 6 — 966 -v —� – –sem-- –sem - - - sF – SF L -L b t \_1 L6. /7�7 - / \ v ROCK CONSTRUCTION ENTRANCE, SEE DETAIL I 1-n J / I 3 / EXCESS MATERIAL �� 1 I I I �ti — ' ° —► 1 I HAUL ROUTE cf) 968 INLET PROTECTION, �s— \� 965 SEE DETAIL EXCESS MATERIAL i � � ROCK CONSTRUCTION\V 'b _ �� /I I STOCKPILE ARE 6A / ENTRANCE, SEE DETAIL I \ \ _ \ \ \ , 11, L6.0 CONSTRUCTION LIMITS (TYP) r- b , \ \ S ORMWATFR REUSE 100--Y-EAR HWL:966.4 \ \\\ \ \ HIGH NWL-962.0 1 I ) SILT FENCE, SEE DETAIL 969 \ \ \ LOW NWL: 960.50 \ \� \\ BOTTOM ELS: -952'0 / 969 7 968 967 LOCATION OF EXISTING STOCKPILE 966 i I CLEAR AND GRUB 9� \ EXISTING VEGETATION r TREE PROTECTION FENCE, SEE DETAIL 5 L6.0 X CONSTRUCTION LIMITS /IZ EXISTING CONTOUR CC EXISTING DECIDUOUS TREE j EXISTING CONIFER TREE ROCK CONSTRUCTION O / / / / z EXISTING DRAINAGE FLOW sF SILT FENCE J SEDIMENT CONTROL LOG Q TREE PROTECTION r,rY,r, c, CLEAR AND GRUB M � o w < 0 _j a3:w Z< w Lu � r- b , \ \ S ORMWATFR REUSE 100--Y-EAR HWL:966.4 \ \\\ \ \ HIGH NWL-962.0 1 I ) SILT FENCE, SEE DETAIL 969 \ \ \ LOW NWL: 960.50 \ \� \\ BOTTOM ELS: -952'0 / 969 7 968 967 LOCATION OF EXISTING STOCKPILE 966 i I CLEAR AND GRUB 9� \ EXISTING VEGETATION r TREE PROTECTION FENCE, SEE DETAIL 5 L6.0 LEGEND X CONSTRUCTION LIMITS C^ EXISTING CONTOUR CC EXISTING DECIDUOUS TREE CN EXISTING CONIFER TREE ROCK CONSTRUCTION O / / / / z EXISTING DRAINAGE FLOW sF LEGEND X CONSTRUCTION LIMITS C^ EXISTING CONTOUR CC EXISTING DECIDUOUS TREE CN EXISTING CONIFER TREE ROCK CONSTRUCTION O ENTRANCE (OR EQUIVALENT) z EXISTING DRAINAGE FLOW sF SILT FENCE J SEDIMENT CONTROL LOG Q TREE PROTECTION r,rY,r, c, CLEAR AND GRUB (NOTES CONTRACTOR TO INCLUDE DISPOSAL AREA AND POLLUTANT GENERATING AREA ON MAP N 0 100 200 H: iia SCALE IN FEET wsb SCALE: DESIGN BY: AS SHOWN JF PLAN BY: CHECK BY: JG JF z O U) w Z 0 a_ of U U) Lu 0 o� X C^ LU U W >_ _ CC w Z p w CN aofQo z°QD O a Q2—UO z ap�pQFw--W () L0 p pL 2 z J 0�9 E z Q Qa-< z Lu Q w M � o w < 0 _j a3:w Z< w Lu � } C ui LL m a � 0 LU w wz� W 2 Or- � U Q w 0 - o 0 J J O REMOVALS PLAN CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L2.1 X C^ w J w O Q�_j J O J 1L U W O U U z ~Z Q _j O = � U Q O �Q z ollf O U W ( D m W olf CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L2.1 N 0 0 co N O N O N 0) z Q J I w Cn I J CD O O 00 O N N 0 U 6 O O 0 00 O N N O old EXE r STING GRAVEL TRAIL / \ r� 0�0'0+ 0I0k+ 0+ 0+ + / +I 1+1 1+1 I+ISI+I++lit r"+ EXISTING +A + GRAVEL +I 1+I+S+I+I 1+I+S+I+I+ 1++IS+I+I+ 1++I+1+++I +1++ +++ /EXCESS + PARKI++ I I +I I+t+I MATERIAL — —\ /— - / — \ +1++++ +tt + + + +. +' + + �STOCKPILESEE L3.2 -LAYOUT � '"`�t++�+t�++1ENLARGEMENT A +I+ ++I+ ++I+ ++I+ T7 I I+I t I+I I+I t I+I I+I t I+I I+ I / / \ \ 1\ � �; /� �= � \ / 00 0000000000000000000000000000 / / ` l \ PARK WAYFINDING \� +� _ \ \ BALLFIELDS / SIGN, SEE DETAIL SIGN PROVIDED BY L6.4 I\ + I / / OWNER. POST AND SIGN INSTALLED BY CONTRACTOR + //A/\�\`\` \— ��� I \ \ \ / / " k\� / 1 +� ll�111/ IIS _ +++ / j=L / ++ +o \\ \\ \� 1 A+ p � 1°s\\\\ � /moi/// + + +++ + o �\ \ \ \ / / ®® + + 1 / +\++4 ° \ / p0\+ + + +\� +\+ + + + + + + + + + 1 + O0 \\\\ // p + \+\ ... + + + \+\ + +\ \+ + + + \ + /�+ 1\ \+ + + + + O \ / + + + %��+ \+\ + + + \ +++ +°000 000++\+\ +++\+++ �+\+++++++\ +�\++++++ ++++ SEE L3.2 - LAYOUT 1 \° ++ +;°°°° ENLARGEMENT A \ / r °°°°°+ _i�+ ++ °°° °O°O°°p°O ++ \ 00 °O, + + + FUTURE + + + °°li — PARKING — / + + I +++ + / J + ++++ \++ + +\ ++++ +\+++++ ++ \+++ \\+++ \++ ++ + + + + + + \+ ++\+ + � + + + \+\ ++ + + / \+ #�4� + \+ +�► + +\ / - + + + + + + \+\ \M� a- \+\ + + + + j�� +\ + + \+\ + \+ + + + \ + + \ el +\ \+j��\ + + + +\ / + + + + \ + �� \+\ \ + \+ 3. +\+ + \+\ + \+\ \ FUTURE / 1 + + + \+ {�\.F� + \+ + + + # +'e \+\ + + + \+ +\ + t '\+ +\ + + +` + \+ + + +\ + / / 1 \ MULTI-PURPOSE 0 \ + + +/\F \+\ + + + \ ++ +\ \+ + + +\ + \+\ 0 + + + + + \+ + + + + �\ + \+\ + + + \+\ + \ / +++ ++++ +++++ +� ;�,��s ++++++ + \+ \ FIELDS — — _ p 4 + + + + \F \ + �/�+ +\+ + + \+\ + \ p+ + + + + + + \+\ + + + \+ \ + + + + +\ +��/+� -� \+ + + +\ \+ p + \+ \+ + + + \+ 1 - °++ +�+++ \++\ 1 ++ +++++�++ e° ++ + +-.e + oaoeo °+ ° 1 °++° + I ° l ° + +++ / \ p + / o++ / o � e i 111 o R206.0' / r °a o° o 0 ° o \ ° / o ° + / 24" - 30" DIA. BOULDER (TYP) - ALT #4 °I +�+ + + I ° 1 I :+I+ / ° + STOP SIGN, SEE ° + + DETAIL o+�+ + +++ 1 L6.4 LEGEND N 0 100 200 H: mI SCALE IN FEET wsb SCALE: AS SHOWN PLAN BY JG z O Lu z 0 U U) Lu 0 Lu Q 0 0 z o>- U_ w w _ w��� G Z) 0 w a- In--Qo U) 0QZQ Q — U O J Cnm=~Z _ � � U Z � or- Q<Qww = w z w 0 LL, wCn— cn� F- Q , c Cn OfLu w w U Or-::) roUnucj)'LL m a- U) 0 OfDewzcn w LLJ_ � � U Q O 0 J J DESIGN BY: JF CHECK BY: JF N O a) z C ILL J N 0 N O O ui Q 0 OVERALL LAYOUT PLAN X c W W J � W Q � �O u— U OU z� Q W 2 J U = C G Q Q J �z �O W CD m W O J W U_ z O 2 CLIENT PROJECT NO. 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STOP SIGN, Q + + + SEE DETAIL o 40 I JJ I I\ I I /I — — - R150.0'2� + + 32' + \5\8 ++++++ GRAVEL TRAIL,[+++ R90.0 SEE DETAIL+ma++ R50.0' 12\ \��\ /+ ++ ++ ++ I + + + + ++ \ ° I I SEE SHELTER \ ° ENLARGEMENT + ++ / ++++,t+ + +++++++\ ° +\ SHELTER - ALT #1 ++++ + ++++ o 0 ++ I / / ++++I++++ ++ + ++++ R394.0' ++++ ,+++++++ +++ ++++ ++++ I I \ \ \ \ \ \ ++++I++ + + + l++++ \ \ �\ \ '7+ SEE L3.3 - LAYOUT + \ 1 / / + + + ++ + ENLARGEMENT B ++ ++++ +++ \ + R5.0' (TYP) R45.0' / R105.0' V / SEE NORTH PARKING PEDESTRIAN AREA ENLARGEMENT X 1 � � L6.6 ✓ � / 0_ / +++ \ \ + + + + \ +++++\++++ ® \ \ \ \ \ \ \\ — — _ STORM'V'VATER REUSE POND +++ + + + \ \ \ \ x60 -YEAR HWL: 966.4 +++++++++ ® \ \� \ \ \\ \ \ / HIGH NWL: 962.0 \ \ ++++�++)TTnKA F=l ++ ® \ �\ \ \ \ \\\ \ \ / / / LOW NWL: 960.50/% SEE NORTH PARKING PEDESTRIAN AREA ENLARGEMENT Y 2 L6.6 GRAVEL TRAIL, I 1 SEE DETAIL \ ArI L6.3 II � I II III / I I I I I I � I I� I ti I I N / 0 / l I R50.0' I r'o, rs 02, LEGEND X CONSTRUCTION LIMITS cow EXISTING DECIDUOUS TREE EXISTING CONIFER TREE O LAYOUT CONTROL POINT OCENTERLINE U)OQ�Q O BITUMINOUS DRIVE PAVEMENT z z BITUMINOUS TRAIL PAVEMENT +++++ + + + + +++++ GRAVEL DRIVE AND PARKING LOT ami J CONCRETE PAVEMENT, 4" U CONCRETE PAVEMENT, 6 N C^. 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POST AND / \ + ++ 4+++++ I / - SIGN INSTALLED BY ®+ +V/+++++ + +++ ® +++++++++ CONTRACTOR +++++++®++ + ®++ + \ \ \ \ \ I I IR212.0' ®++++++ ® + + +++ + I \ 1 ®\ ) 1 ®+++%+++ + + ® I 1 1 ++++0 \ I +++ +++ ®+\ \ I I ++++ / ++ + ®+ ® \ _ ++t+ / \ I \+++++++ + + r + ® + + + + \ ++++ 1 / ++++ +\+ + I+ +++] LEGEND CONSTRUCTION LIMITS EXISTING DECIDUOUS TREE EXISTING CONIFER TREE LAYOUT CONTROL POINT CENTERLINE BITUMINOUS DRIVE PAVEMENT BITUMINOUS TRAIL PAVEMENT GRAVEL DRIVE AND PARKING LOT CONCRETE PAVEMENT, 4" CONCRETE PAVEMENT, 6" GRAVEL TRAIL 0 40 80 H: mmmd SCALE IN FEET wsb SCALE: AS SHOWN PLAN BY JG U) O W Z O a_ a U U) Lu 0 Lu Q 0 o Z 0 U_ LU w _ wz j G Z w a- � Q 0 cn0QZ)Q Q E — U O J (nm=~Z _ � H U Z �0�5i < 0- LuLL =wzw0 UL H w U) F �Q'> of 3: w o� Lu LLJ U Or- 0:)- � o U)LL in a- LU OfDewZcn LU Lu _ Or- 2� U Q O 0 J J DESIGN BY: JF CHECK BY: JF co m N a) O C N J LL N 0 0 O ui Q 0 LAYOUT ENLARGEMENT 1:3 X v/ w W J �O u- U OU z� Q w J U = C G Q Q J Z �O Mw V W � 1 � 1 10� O J W U_ H z O G ILL O �J CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L3.3 Q M 0 0 N O N O N cm z Q J CL CL J O CDO co 0 N N O C CL 0 cz U 0 0 0 0 co O N N O MA Ufl 6' `96� _ �� 'I 1/ \ \ \ \II II I _ m 963 966 clb rol N o / / I ° EG 968.00 EG 96 5 968co — V _ �� I olo pro 967 < _ _ / (/ _ _ ° / — 966 - L / _—\ 07z E3 \ \ - - r / 969.82 jfl -11, 1111 H/1 IT o,� 6j -- -------_y - ---- ----- / / EXCESS MATERIAL STOCKPILE SEE L4.2 -GRADING \ �� / I I 6g — — — — - — _? _ ENLARGEMENT A EG 96852 I 1 / 69 EG 967.76 , -- L ° ° /L � c. _ _ \ �� 1 EGI 968.65 EG 968.52 967 c_ _—_ 96 \EG 966.71---- EG 66.71 EG 966.4 gg7 / FU UF�E (\ = 9 EG 966.89 EG 967.03 0\ 969 96 g BALL IE \ / 968 v -,Q6 _4L 00 9 60— 955 rjm ONE STORMWATER REUSE POND °' \ \ v \ VX \ 100 -YEAR FLOOD: 966.4 HIGH NWL: 962.0 LOW NWL: 960.50 BOTTOM ELEV: 952.0 //// Ir 96 968 SEE L4.3 - GRADING 1 \967 \ ;- ENLARGEMENT B V \_ \ ; 1 �F17`fURE - - -- FUTURE � ,�\ s6� ,�- \� � ;., \ PARKING - -- 968 •'� ' - , MULTI PURPOSE 1 g6s 1 � FIELDS — _-- -- �y �/ i / v. 968 / I / ---- --1— — J -------- \ ---�j 1966 1 1 _ 9 o SEE SOUTHERN ROAD ENLARGEMENT 91 I 1 � 1 1 % 1 1 � 1 N 1 1 0 100 200 H -PIG SCALE IN FEET LEGEND 965.52 96, 1 I 11 964.73 SOUTHERN ROAD ENLARGEMENT SCALE IN FEET wsb SCALE: AS SHOWN PLAN BY JG U) O Cn Lu w z 0 IL IL of U co Lu 0 Lu Q 0 0 z O� W U W _ z of Lu Lu 0�QZ U"0Q�Q Qw —VO 00=~z 2 _ � U Z ����� <0-< =wZa d z U Lou w�—c�� H Q � Z � w�wQw U � J H }0U)cw ma�v,o LU Lu Z Un LU w 2fY�UQ — O 0 J J DESIGN BY: JF CHECK BY: JF CD ti rn N z c U N J LL M N 0 N i 0 0 6i Q 0 OVERALL GRADING PLAN x U) w Lu Q� _3O LL U OU z� Lu C) J U = C G � Q Z LL O co Lu O w U z O 2 LL O H A, �J CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L4.1 CONSTRUCTION LIMITS EXISTING CONTOUR EXISTING DECIDUOUS TREE EXISTING CONIFER TREE 96s PROPOSED CONTOUR 965.77 PROPOSED SPOT ELEVATION 965.77 E� EXISTING SPOT ELEVATION HP (FIELD VERIFY) HIGH POINT LP LOW POINT I.E. INVERT ELEVATION TC TOP OF CURB GG GUTTER GRADE SG SUBGRADE CROSS SLOPE DIRECTION DTL NON -PERFORATED DRAINTILE PERFORATED DRAINTILE 965.52 96, 1 I 11 964.73 SOUTHERN ROAD ENLARGEMENT SCALE IN FEET wsb SCALE: AS SHOWN PLAN BY JG U) O Cn Lu w z 0 IL IL of U co Lu 0 Lu Q 0 0 z O� W U W _ z of Lu Lu 0�QZ U"0Q�Q Qw —VO 00=~z 2 _ � U Z ����� <0-< =wZa d z U Lou w�—c�� H Q � Z � w�wQw U � J H }0U)cw ma�v,o LU Lu Z Un LU w 2fY�UQ — O 0 J J DESIGN BY: JF CHECK BY: JF CD ti rn N z c U N J LL M N 0 N i 0 0 6i Q 0 OVERALL GRADING PLAN x U) w Lu Q� _3O LL U OU z� Lu C) J U = C G � Q Z LL O co Lu O w U z O 2 LL O H A, �J CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L4.1 0 0 N N O N 0) z Q J d Q ry J O O C? 0 co 0 N N O C 0 cz U 0 0 0 0 co 0 N N O 1 0 / -SEG 968.00 --- -- Vi v I / / \ I o OPA / o / - - 968 - 0 969 967 - I\ ISI I°\\ v __ 66 - ° _ \� v \ \ \ ✓ \ \ \ 967.76 \ \ \ EG 969.82 A 96'j Son966 J \ In n- !-39n \ - 967 968 m \ v EG 966.46 966.61 za 9 6 \ 16`� \ 1 \ 96,6 S - rn 1 96 96). 8, 1 co 1 I 0) I 1 1 - 1 1 Vco EG 968.65 I EG 968.52 / I ce �o 968.18 g65 968.50 969-_---��/ L i � L& / J EG 968.52 EG 967.76 / 968 IJI/ / y 967 967.53 967.62 967�, SEG 967.45 968 - 0 968 967.84 967.66 V 96 gR�) 968.5-4 O 0 0 0 . 1 9 �o_ �NNmNr•• BEGIN SWALE 967.28 rn ACCESSIBLE PARKING AREA 96 .98 ENLARGEMENT X, SEE 1 967 967 967.56 967.82 771 � 968.20 L _:�Z oo*'f - I I \ o 968 EG 966.89 I I EG 967.03 I I I,'96' ` \ 967.80 \ V � 9 969 � 967.98 968.27 6$ 968.00 v (=7743-T� 968 968.20 968.38 - `! 1 .50 JJ 967 j -e \ \\ \\ \ \ \ �j\ 968.56 968.63 6 / - - _ ��\\ \� / WATER SERVICE, SEE \ 1 �,`� / \\ \ \ \\ _ / \ L7.1 -UTILITY PLAN r- o0 v v \ C.0 ro967.35 ���� °j�% 967.35 '_c5'=_1 ° STORMWATER REUSE POND % 100-YEARHWL: 966.4 V- / HIGH NWL: 962.0 �. COW NWL: 960.50 ENLARGEMENT C SEE \ \\ ��TTO�IELEV:952.0 o 1 ° - - _ 967.10 967.0 \\ \ ,�_ _ rm x\ \ \ 963- ----_---��\� \�\ \ -- - - �� \ \ - cc �-_96962-_-I-----�--= - pt6.6.14 LQ I \ \ V 963 �� ��-L�--------- -mmm-Ego ---- -- ----------------����=� 968.247 SEE L4.3 -GRADING ENLARGEMENT B LEGEND OCONSTRUCTION LIMITS EXISTING SPOT ELEVATION (FIELD VERIFY) W U Lu _ EXISTING CONTOUR HP HIGH POINT 0 EXISTING DECIDUOUS TREE LP LOW POINT �\ I/ \ EXISTING CONIFER TREE I.E. INVERT ELEVATION 9, PROPOSED CONTOUR TC TOP OF CURB 965.77 PROPOSED SPOT ELEVATION GG GUTTER GRADE 1 ACCESSIBLE PARKING AREA ENLARGEMENT Y, SEE 2 D. ccoo 1 L4.6 rn 967.60 / L co Lo I rn co co 1 2 ENLARGEMENT D, SEE L4.4 1 1 i 967.54 o \ lC) /co c rn co/ 1 1 ENLARGEMENT E, SEE L4.5 1 I SG SUBGRADE CROSS SLOPE DIRECTION DTL NON -PERFORATED DRAINTILE PERFORATED DRAINTILE wsb SCALE: AS SHOWN PLAN BY: JG Z O U) W DESIGN BY: JF CHECK BY: JF O>- x �) v W U Lu _ Cc wDow � 0 Q Z co/-)oQ�d Q�-VO O z 0 IHW CU p � 2 Z J 0'- Q LL Q Q d Q w O0 N i W O Q w �a�UH � M No LL (n-Cn< Q Q N wZw c U 1, J H U)c a > � ww~U)p wwww � 2 U Q 6i F_ - O Q J J � GRADING ENLARGEMENT A CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L4.2 x �) v w w � � O O LL U w O U U Z ~ Z Q w _j O _ � U � Q � O Qa � �z olf 00 W w CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L4.2 BS 967.27 Q N 0 0 N N O N 7BS-96-787. 96,- Q SEE L4.3 - GRADING ENLARGEMENT B 968.24 168.41 A �� \ V A WATER SERVICE, SEE 1 L7.1 - UTILITY PLAN l \\\ STORMWATER REUSE POND I SOUTH PEDESTRIAN AREA \ 100 -YEAR FLOOD: 966.4 � / ENLARGEMENT, SEE / m7m � HIGH NWL: 962.0 / e\ \ \ \ \ A LOW NWL: 960.50 3 \ \ \\ \ \ BOTTOM ELEV: 952.0 --- \ L4.6 96 \ \ \ 9 10 ` �6 z /61 968 969.54 \\ \ \ / IZ/ / ®® \® . /IZ lz ® e / \ i I 970.27 / 1 66p ENLARGEMENT E, SEE L4.5 967.26 1 ® c�Oo rn ° O) ' �c9 ' ' 1 HP 970.24 \ — — _ — — — — — /i /� 968.43 ` i / 966.40 970.02 ��\ �� —��i ,�_ ° / \ 1.4% / / 969.88 \ / eco / \ — — 968 - - — — \ \ / / 1 969 / 969 *9 ENLARGEMENT F, SEE ' \ 3 970.97 969.12 FUTURE \ // / / \ 9�9 PARKING / 968.69 968.7 96;;, / i i rn 96 \ \ 96S \ � I \ 968.89 968• � Y i rn / / / \ /// �// \ / / / \ / / / / \ \ 1 / / / \ / // \ 000, / / c961/ 9 100, 000, 00, / 969.80A 970.03 / 9)0 969 968 00 rn 967.59 / 0 40 80 H.- - iia SCALE IN FEET wsb SCALE: AS SHOWN PLAN BY: JG z O w z 0 IL IL of U co W 0 Lu Q 0 0 z O>- W U_ w _ H LLZ of wZ:) w a o,- Q 0 c"0Qz Q�-Vo ojmI�L_uw cno�T_-=z = w U Z ol cl QaQww =wZao d U H Co H Q l Z � w�wQw U J H �0cncw maco0 wwUzcn W LU w 2 W Q� U Q 0 0 J J DESIGN BY: JF CHECK BY: JF i; GRADING ENLARGEMENT B CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L4.3 x � ^ v Jw w � � O Q O U- U w OU U z� z Qw O _ � U � Q O Q Q � �z O U W wA' I r CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L4.3 WE 0 cn 0 0 N O N O N P. EG 966.46 o yu � x ass ooG \ o J1,1 9. 18" FES WITH TRASH GUARD 966 46 LF CLASS V 18" RCP @0.5% SLOPE ENLARGEMENT C I I � I EG 9661.89I I EG 967.03 JJ \ \ KinTC• PIPE LENGTHS NOTED DO NOT INCLUDE PIPE APRON LENGTHS. / 967 RIMINV:INV. 67.111 -` E� I RIM: 967. � 67.48 967.58 18" FES WITH TRASH GUARD � i � - �� 967.20 � i V IE: 963.80 V N IE: 963.59 / V � 18" FES WITH TRASH GUARD / / 5 S� Lu 966.72 46 LF CLASS V 18" RCP @ 1.0% SLOPE �44 967.92 J 4%5 �/ll / 966 c/)967.39 \ '� / 18" FES WITH TRASH GUARD / 968.10 18" FES WITH �� TRASH GUARD / - - cp \ / 965 " 1E: 964.60 3.6 CY CLASS III RIPRAP AND 966.63 \ \ 3.6 CY CLASS III RIPRAP AND 1.8 CY 1.8 CY GRANULAR FILTER h IE: 964.79 GRANULAR FILTER AND GEOTEXTILE FABRIC WITH GEOTEXTILE FABRIC �� IE: 963.00 / 18" FES WITH 28 LF 18" CLASS V RCP CULVERT @0.5% 1 I / 967.82 / TRASH GUARD v °j 3.6 CY CLASS III RIPRAP AND ti 1.8 CY GRANULAR FILTER OF AND GEOTEXTILE FABRIC 96 8 964.39 N 0 20 40 H: iia SCALE IN FEET ENLARGEMENT D 7.2 CY CLASS III RIPRAP AND \ 3.6 CY GRANULAR FILTER AND GEOTEXTILE FABRIC NN Fk 0 20 40 H: iia SCALE IN FEET wsb SCALE: AS SHOWN PLAN BY: JG U) O W w z O 1- IL of U co W 0 Lu Q 0 0 z DESIGN BY: JF CHECK BY: JF o>- W U W _ lz CD wZow 04 Qo 0Qzd QW-C~j0 O z C, � 2 zzJ ol C, ( � L Q QaQwO i W O Q w d Z�5 U ~o M LL < Z � Q CV o cn ��w w U l� J H o >- OcncLL ww ~co0ui wWLUW 2 w � U Q F- - O 0 J J GRADING ENLARGEMENTS _ x ui \ IE: 965.00 --- � j j�v! - J ___ 9 (2) 67 LF CLASS V 18" 65 W 18" FES WITH TRASH GUARD (TYP) - - - / / O C h RCP @ 0.0% SLOPE - --- ---- I Q c U w OLL v -o In 968.19 \ � z W Z 96890 A _ I LL 969 969 �fl 14 970.97 Q ClIf 0 (.) W (D 18 FES WITH TRASH GUARD (TYP) m �Wy 968.29 I � I N r3' ENLARGEMENT FH: 0 20 40 d d SCALE IN FEET CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L4.4 Q 0 0 M N N O N M�, v X c w wJ � O �e Q —1 O u- U w O U U z� z w O _ � U � Q LL O Q Q � z 0� O U LU V m Lu olbl yo �o 96 .14 \\ �, g �— V � \ \ 18" FES WITH TRASH GUARD (TYP) 3.6 CY CLASS III RIPRAP AND 1.8 CY GRANULAR FILTER AND GEOTEXTILE FABRIC \ - 962 <1 O O � SOUTH PARKING PEDESTRIAN ENLARGEMENT, SEE (3:) \ \ L4.6 1.4% / O 'A m ��'#oo *** 48� olcoco / ME 96� co o"I i 962.39 \ IE: 962.21 18" FES WITH TRASH GUARD (TYP) 966.06 5LFCLASS V 18"RCP @0.5% u ♦ CO1-0 �s Pl ♦ c9 6s ♦ GG 967.26 ♦ ® , - 968 °' D O oQP O aP� ' 4.5% o OA8" FES WITH TRASH GUARD (TYP) rn 000, � ♦ O � Q 966.40 ENLARGEMENT E 3.6 CY CLASS III RIPRAP AND 1.8 CY GRANULAR FILTER AND GEOTEXTILE FABRIC 17 LF CLASS V 18" RCP @0.5% 0 H:15iM SCALEmil FEET NOTE: PIPE LENGTHS NOTED DO NOT INCLUDE PIPE APRON LENGTHS. wsb SCALE: AS SHOWN PLAN BY: JG z 0 ILIL U co W 0 Lu Q 0 0 z 0 W U_ W _ LL 0 J ~ z Z:) 0� W 0 LV a Or- Q c oQzd Q�—VO cai�00=~z 2 _ � � U Z Q a Q w LL Iwza0 d U H LL U<) H Q cwt w U J H }Oc)CLL maU)0 wwUZcn W W"''''� 2 W Q� U Q O 0 J J DESIGN BY: JF CHECK BY: JF il GRADING ENLARGEMENTS CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L4.5 X c w wJ � O �e Q —1 O u- U w O U U z� z w O _ � U � Q LL O Q Q � z 0� O U LU V m Lu CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L4.5 ON P. ,I-- I 10 0 FOR. - rm-mW.Ad:w 0o O 18" 1 NORTH PARKING PEDESTRIAN ENLARGEMENT X 4.6 I - f.0 rn rn N 0 10 21 H: iia SCALE IN FEET 000 967.28 Y (GG 967.82 JNN2ib'd ON JNN]Vd ON M R N-) F9- GG 967.08 GG 967.19 0 967.26 967.12 IME • . of TC 967.93 2 NORTH PARKING PEDESTRIAN ENLARGEMENT Y 4.6 3 SOUTH PARKING PEDESTRIAN ENLARGEMENT 4.6 0 10 20 H: iia SCALE IN FEET :. oco I� GG 967.62 TC 968.12 , r Io rn rn L� LL 967.60 967.78 F- 967.59 967.64 Lo m CA RIM: 967.11 \ N INV: BOT 962.68 967.48 967.58 H: SCALE IN FEET wsb SCALE: DESIGN BY: AS SHOWN JF PLAN BY: CHECK BY: JG JF U Z z 0 U) LU LU �e 968.79 O Q -j CD 0 969.04 LL U Eo O U CU z� z Qw �rn �' O _ o LU0 ✓ O M 0 Q � 968.94 ' �1/1/ olf i 969.00 U TC 969.23 W TC 969.35 968.66 ry 0 0 z GG 968.65 GG 968.76 GG 968.82�GG ,I-- I 10 0 FOR. - rm-mW.Ad:w 0o O 18" 1 NORTH PARKING PEDESTRIAN ENLARGEMENT X 4.6 I - f.0 rn rn N 0 10 21 H: iia SCALE IN FEET 000 967.28 Y (GG 967.82 JNN2ib'd ON JNN]Vd ON M R N-) F9- GG 967.08 GG 967.19 0 967.26 967.12 IME • . of TC 967.93 2 NORTH PARKING PEDESTRIAN ENLARGEMENT Y 4.6 3 SOUTH PARKING PEDESTRIAN ENLARGEMENT 4.6 0 10 20 H: iia SCALE IN FEET :. oco I� GG 967.62 TC 968.12 , r Io rn rn L� LL 967.60 967.78 F- 967.59 967.64 Lo m CA RIM: 967.11 \ N INV: BOT 962.68 967.48 967.58 H: SCALE IN FEET wsb SCALE: DESIGN BY: AS SHOWN JF PLAN BY: CHECK BY: JG JF U Z z 0 U) LU LU �e Oa O Q -j O � LL U Eo O U CU z� z Qw w O _ U LU0 O Q Q � Z olf O U LU Q W W ry 0 0 z O>- W U W _ lz CD W Z p W 04H of Q Q 0QSd Qw - VO O z 5- I H W CU p 2 zzJ LL W Q d Q O i W O ow W d Z�5 U ~o M LL Z � Q lc -f) CV o I.-< of 3: < w U 0 J H o >- oUnCLL ww ~U)Oui wwWW 2 � U Q F- � - O Q J J ADA PARKING AREA ENLARGEMENTS CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L4.6 x U) LU LU �e -j n 7-> O Q -j O � LL U w O U CU z� z Qw O _ U Q O Q Q � Z olf O U W W ry CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L4.6 247 0 0 0 N CDN O N 1 1 I I I I I 1 � a• \ — a � - 1 r :GEMENT B Sienna Glen Mapl 2.5" Cal B& — — E .. / / :>:.. .............: ',�:• P'?•�': :�:�:C:CJs ::� ...... 0•i0• .O • a• •• • q:<:O•C '• O '• • 'C' '•C:O '':00. ' •••� : �� � / �� �i T II I ........ _- �—TYPE 2 SEED MIX J I i . 1 / - / i � 1 PLANT SCHEDULE \ \ l TREES QTY BOTANICAL / COMMON NAME \ \ I 1 15 ACER SACCHARUM GREEN MOUNTAIN TM / SUGAR MAPLE J I 1 19 ACER X FREEMAN II 'SIENNA'/ SIENNA GLEN MAPLE � \ 1 LEGEND CONSTRUCTION LIMITS 93?,_ EXISTING CONTOUR EXISTING DECIDUOUS TREE EXISTING CONIFER TREE ;s PROPOSED CONTOUR • TYPE I SEED -TURF MIX (NON-IRRGATED) TYPE 2 SEED - NATIVE UPLAND PRAIRIE MIX V v v V TYPE 3 SEED - NATIVE v v v LOWLAND PRAIRIE MIX vvv vi SEDIMENT CONTROL LOG sF SILT FENCE NOTES: 1. ALL AREAS WITH SLOPE OF 3:1 OR GREATER SHALL RECEIVE EROSION CONTROL BLANKET - CATEGORY 30. 2. ALL AREAS WITH SLOPE OR 3:1 - 4:1 SHALL RECEIVE RAPID STABILIZATION - HYDROMULCH. H:E%J!W SCALE 100 200 Siiiiiiiiia IN FEET CONT 2.5" CAL B&B 2.5" CAL B&B I 1 �• 9 AMELANCHIER X GRAN DIFLORA AUTUMN BRILLIANCE'/ SERVICEBERRY SINGLE STEM 1.5" CAL B&B 1 � � 1 � \ - TYPE 2 SEED MIX 31Kentucky Coffeetree 2.5" Cal B&B 4 Sienna Glen Maple 2.5" Cal B&B entucky Coffeetree .5" Cal B&B BETULA NIGRA / RIVER BIRCH CLUMP FORM CELTIS OCCIDENTALIS / COMMON HACKBERRY GYMNOCLADUS DIOICA'ESPRESSO' / KENTUCKY COFFEETREE QUERCUS BICOLOR / SWAMP WHITE OAK QUERCUS MACROCARPA / BUR OAK TILIA AMERICANA 'MCKSENTRY' / SENTRY LINDEN ULMUS AMERICANA 'PRINCETON / PRINCETON ELM 6' B&B CLUMP 2.5" CAL B&B 2.5" CAL B&B 2.5" CAL B&B 2.5" CAL B&B 2.5" CAL B&B 2.5" CAL B&B wsb SCALE: AS SHOWN PLAN BY: JG Z O w z 0 CL CL w U co o� Lu U W } = Lu Lu aW¢z `�wQ�a g�-Lo Lu can00=~z Q Q w O }a�vQLU LL () �_ C/) Of Lu w m(L�_ �wo o LU LLj W Z (f) W 2 U _0 DESIGN BY: JF CHECK BY: JF U - a M O N a c W Q 0 OVERALL RESTORATION PLAN CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L5.1 X � w J W a O J O J U- U W O U V zLu H z U LL � � O � z 0� O U w(D mw CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L5.1 I S ESHEE11,C1.2 \\ �° I i L11 C ommon Hackber 1 - ° 2.5" Cal B&B ISP - /.... .♦ ...Princeton•Elm 1 / / \ TYPE I SEED MIX �%.`.``.`.`.`.`.`.`.'.'..............'2.5" Cal B&B / / / — — \ I ♦♦'r�:�:�:�:�:� I tI° -I °I/Ir_ I -I - �I — - - I - �/\1 - — --\ - --I — — —_--—_ I _ — -- — — _—---��—°— -- _— \ /�✓-�.. :'� ... -�:�-:_.♦.. ♦ ♦♦:♦:. ::::T::♦• '- �♦ �. ♦ .im'.•'.Se.ntrLinden 2 ::::::' ` ° -25" Cal B&B - . --r- .. .- .•..•. wamp Oak o ♦L-',-'2.5" Cal B&B ...... `.'4` .♦ .`-- • ``````:: 3 rncetonI: ..♦' :: 2.5" Cal B&B• I I—'— — Swamp White Oak 2 :: : :`.:: :`` -77-- � f;5" Cal B&B ..♦ ��.`� ':-♦♦ '♦ ♦♦\ UO : �•`. ` ♦ .. . .. . - •I-♦ - / V \ \ ,.�♦`�.`♦` ` ass — — — QAC®` `i�.z�`• �♦- ®�. y • .Yi`� :•�� c�• J•�✓.�•�...a �7 •••�`a.a- ` o. o` 1 � I - 1 + 24' o �„ 18„ 2,12"1 Bur Oak " 18,18" 15,15 / / \ 2.5" Cal B&B 1 1. 18 62"15 1 5"18"' , 3" SwampFWhite Oak •2 �+ I \ /2.5" Cal B&B III \ / \ ---- - -- - ---- \ wamp White Ctal B&B 2 \ \ Bur Oak 15 \ 02 12,12"/ \ 2.5" Cal B&B wamp White Oak F F F / F b \©d 2.5" Cal B&B — - \ \ 1TYPE 2 SEED MIX \Frinceton EI •:♦ ♦ 1 ....... ,c ..... —2.5" Cal B&B �3E)n J \ �/� i / / - wamp White Oak;*. 6 Sentry Linde J _ ;3�i _� / ,� %�' 2.5" Cal B&B 2.5" Cal B&13 - \ Serviceberry SinIce \ 1.5" Ca 04 0 0 N CDN O N ti z Q J a z J a n J O 0 0 0 00 0 N N g CL (100 0 0 0 00 0 N N O PAN h � ♦ : . �.♦Cn 3 Serviceberry Single Ste I 1.5" Cal B&B V I - \ i I . a. / // = ervice erry Sin le Stem 3 \\\\ Sugar Maple 1 • o/[, \� .5 Cal B&B 2.5" Cal B&B Sugar Maple 4 I River Birch- Clump Form 3 \ \\ \ Bur Oak 4 2.5" Cal B&B / 6' B&B Clumpi N 2.5" Cal B&B u u • o v o TYPE 3 SEED MIX k �♦ ♦ o 0 ov v // // \ \�\\\ \ \ \\\\ _ Princeton Elm 3 v •-/vv� v // / / \\ \\\ \\ \ \\\\ ) ♦, 2.5" Cal B&B I 91 1 916- b / \ � \\ \ �—I— — --- � \ms's v \ • t� I I I I I \ I \ \ \ 960 _- _-----_-- _ • TI I I I \ \ I \ \\ \ — — — — = Common Hackber :•♦'. 'I �I I I I III I \ \ \ \ \\\ �L.5" Cal B&B \ ♦�. I� I \ \ \ \Kentucky Coffeetree 2.5" Cal B&B •• \ \ \ \ / \ I TYPE 3 SEED MIX o / �\ \ vvvvv \ \ / \ SEE 13.3 - LAYOUT000 v 1 ENLARGEMENT B oovo� N \ TYPE 1 SEED MIX Rom NOTES: 1. ALL AREAS WITH SLOPE OF 3:1 OR GREATER SHALL RECEIVE EROSION CONTROL BLANKET - CATEGORY 30. 2. ALL AREAS WITH SLOPE OR 3:1 - 4:1 SHALL RECEIVE RAPID STABILIZATION - HYDROMULCH. LEGEND CONSTRUCTION LIMITS EXISTING CONTOUR EXISTING DECIDUOUS TREE EXISTING CONIFER TREE �6r PROPOSED CONTOUR TURF SEED MIX (NON-IRRGATED) NATIVE UPLAND PRAIRIE SEED MIX VV v v NATIVE LOWLAND PRAIRIE v v v SEED MIX v v v SEDIMENT CONTROL LOG sF SILT FENCE 0 40 80 H: SCALE IN FEET wsb SCALE: DESIGN BY: AS SHOWN JF PLAN BY. CHECK BY. JG JF Z O U) Lu LU Q 0 Z o� X W U W _ � Z "u,C\ w = p W aofQ0 � z°Q� O Q�—UQQ o 0) Z J H W Cn am=~Z c U LLJ �G J amiT: LL � z QaQl Q LU z WO Ha'QQ W N r: —cn�� N H QQ 0 n W Z W —j U 0- - Qcnucj) 0 ucj) mav,Q � W LU U Z U)W W W� a U Q W 0 - Q J J RESTORATION ENLARGEMENT A CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L5.2 X W J W � C�C O QG J O J J U— U W O U U ZLU ~ Z Q —j O = � U Q O Q Q � Z elf O U W f n W elf CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L5.2 Q 0 0 N O N O N ti z Q a z J a J 0 O C? O 00 O N N 0 0 M U 0 0 0 0 00 O N N O :•: .SII I I 11 \ \\ / I \\ s, _ SEE L3.2 - LAYOUTNLARGEMENT A TYPE 3 SEED MIX \ °v°vvvo3o v V°°°° \ \ vvvv , dvv 1 \ \ vv v , I° Bur Oak 1 % / / o� - •;• 2.5"Cal B&B \\\ I Sentry Linden 11 2.5" Cal B&Bj� TYPE 1 SEED MIX LQ 4 Qrin+rw Linden \ •.O `• \ \ \ \ i / // / ® . �•.' 2.5" Cal B&B TYPE 2 SEED MIX �,�. \ \ \ \ \\ \ \ \ /�� / // / i •. ® •....•. \ / �� \ \ \ i i / / // ,• tom• \ TYPE 3 SEED MIX _ _ — --- — — Iver Birch Clump Form 3 s `�• �� � 6• B&B Clumpo ' wamp White Oak 3— �' \ V9 —2.5" Cal B&B — _ _ ; :�•®+. ��`� \ ® .Q;Q• \` v °° o vvvvv ent Linden 1 v vv v — vv 2.5" Cal B&B 968,_ ................ g69 1 YYY 21Sentry Linden ` 2.5" Cal B& / LL / 2 Su ar Maple FUTURE / ,�. �• 2.5" Cal B&B • / PARKING / �•a•, 3 Princeon Elm 9s� \ � / - -__- - --- / ----- 968, O 2.5"Cal B&B 77 X o>- J I \ \ � U W w >- _ Q JO I I 1 U w v aofQo U 96,- ~ Z Q — — \ I \ \\ ZoQ�a Q�-Uo = / Sentry lnden 1 _ — ;• sy6 .5Cal B&B Q ami 1 I 0 o �i z Q0 Qaw / \ U- Q .•.•... of wZOQ W Sugar Maple 1 — — \ I , � / 2.5" Cal B&B Ll z w \\ 1 U W , ¢O >-0cnLCU)w ma�v,0 I w WLU wzcn W � U Q w 0 - o J J — --_ -- /\ `•, `•;•`- ` — — Sugar Maple 13 I \ / • Co / \ 2.5 Cal B&B 5 / /\- S' G 3 \ senna len Ma le \ 2.5" Cal B&B Kentucky Coffeetree 3 \ Cal B&BQo \ \ c9 0) ti i. I I I 966 I - 8 � \ / g6 5 Sienna Glen Maple(/ 2.5 Cal B&B 4 Sentry Linden \ \ 2.5" Cal B&B \ 1 Su ar Maple \ 1 \ 2.5" Cal B&B I 3 Sienna Glen Maple I I 2.5" Cal B&B I 1 1 1 3 Kentuck Coffeetree I 1 1 1 2.5" Cal B&B I 1 \ I I 966 I I NOTES: 1. ALL AREAS WITH SLOPE OF 3:1 OR GREATER SHALL RECEIVE EROSION CONTROL BLANKET - CATEGORY 30. 2. ALL AREAS WITH SLOPE OR 3:1 - 4:1 SHALL RECEIVE RAPID STABILIZATION - HYDROMULCH. LEGEND CONSTRUCTION LIMITS EXISTING CONTOUR EXISTING DECIDUOUS TREE EXISTING CONIFER TREE �s PROPOSED CONTOUR TURF SEED MIX (NON-IRRGATED) NATIVE UPLAND PRAIRIE SEED MIX EvK�NATIVE LOWLAND PRAIRIE Iv v v SEED MIX vvv SEDIMENT CONTROL LOG sF SILT FENCE N 0 40 80 H: momd SCALE IN FEET wsb SCALE: DESIGN BY: AS SHOWN JF PLAN BY: CHECK BY: JG JF z 0 a_ U LU LU 0 LU Q 0 0 X o>- J I \ \ � U W w >- _ Q JO I I 1 U w v aofQo U z ~ Z Q —j \\ ZoQ�a Q�-Uo = � O z am=F-Z U LULL Q ami 1 I 0 o �i z Q0 Qaw Z Q olf of wZOQ W \ - 1 I I w o N Ll z w \\ 1 U W , ¢O >-0cnLCU)w ma�v,0 I w WLU wzcn W � U Q NOTES: 1. ALL AREAS WITH SLOPE OF 3:1 OR GREATER SHALL RECEIVE EROSION CONTROL BLANKET - CATEGORY 30. 2. ALL AREAS WITH SLOPE OR 3:1 - 4:1 SHALL RECEIVE RAPID STABILIZATION - HYDROMULCH. LEGEND CONSTRUCTION LIMITS EXISTING CONTOUR EXISTING DECIDUOUS TREE EXISTING CONIFER TREE �s PROPOSED CONTOUR TURF SEED MIX (NON-IRRGATED) NATIVE UPLAND PRAIRIE SEED MIX EvK�NATIVE LOWLAND PRAIRIE Iv v v SEED MIX vvv SEDIMENT CONTROL LOG sF SILT FENCE N 0 40 80 H: momd SCALE IN FEET wsb SCALE: DESIGN BY: AS SHOWN JF PLAN BY: CHECK BY: JG JF z 0 a_ U LU LU 0 LU Q 0 0 X o>- J w w � U W w >- _ Q JO J J w � =0 w U w v aofQo U z ~ Z Q —j O ZoQ�a Q�-Uo = � O z am=F-Z U LULL Q ami J 0 o �i z Q0 Qaw Z Q olf of wZOQ W U - c� >- a U ~ w U<) go) w o N Ll z w olf U W , ¢O >-0cnLCU)w ma�v,0 w WLU wzcn W � U Q w 0 - o J J RESTORATION ENLARGEMENT B CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L5.3 X C/)w J w w � O Q JO J J U- U w O U U z ~ Z Q —j O = � U Q O Q Q Z olf O U w w olf CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L5.3 I Ln N L0 0 0 N 0 N O N Gravel pad(s) MnDOT Class CA -15 or CA -25 Riprop Bedding Geotextile fabric Original grade 0 SECTION B -B o (not to scale) Ribbed or Corrugated steel plates 0 Original Geotextile fabric SECTION A -A grade (not to scale) NOTES: Channelize runoff to sediment Sediment Trapping Device trapping device C7 z_ C/) X w Match Existing Grade A O L I Ribbed or Corrugated steel plates 24' min. Slope away from highway 50' min. or Right of Way PLAN Standard Plate Library City of Monticello .B Title: Commercial Gravel Construction Entrance Date: 06-14 Plate No. Revised: 6002 03-15 ROCK CONSTRUCTION ENTRANCE 0 M 2" X 2" WOOD STAKE (4' O.C. MAX. SPACING) TO BE DRIVEN NO LESS THAN 2' INTO THE GROUND - TYP. I GEOTEXTILE SILT FENCE (GTF 100 OR EQUAL) SECURELY ATTACHED TO POSTS COLOR. BLACK I ATTACH FABRIC WITH STAPLES OR FABRIC MANUFACTURER SUPPLIED INTEGRAL l FASTENERS I FABRIC ANCHORAGE TRENCH - BACKFILL AND I COMPACT WITH NATURAL SOIL OW p�REC��ON F` I I I I LOW p\RECD �O I I = F z — III I I 1- 24" MIN. DRIVEN DEPTH— — III III III III 6" MIN. _ I I I I _III III III III III III III III III III III III III III NOTE: SILT FENCE SHALL BE PLACED PARALLEL TO THE CONTOUR OF THE TERRAIN, WITH THE ENDS WRAPPED UPHILL TO PREVENT FLOW AROUND THEM. NO EARTHWORK SHALL BE PERFORMED DOWNGRADE FROM THE FENCE. ACCUMULATED SILT AROUND THE FENCE SHALL BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE THIRD THE HEIGHT OF THE SILT FENCE OR AS DIRECTED IN THE FIELD BY THE OWNER/LA-E WITHIN 24 HOURS OF NOTIFICATION. SILT FENCE G" TO 7" DIA. ROLL ENCLOSED IN -� PLASTIC OR POLYESTER NETTING TYPE 2s BIOROLL DITCH CHECK USE ON ROUGH GRADED AREAS 1",X 2" X 18" LONG WOODEN STAKES AT 1' 0' SPACING MAXIMUM. STAKES SHALL BE DRIVEN THROUGH THE BACK HALF OF THE BIOROLL AT AN ANGLE OF 45 DEGREES WITH THE TOP OF THE STAKE POINTING UPSTREAM. PROVIDE 8" TO 10" OF EMBEDMENT DEPTH. FLOW BIOROLL STAKING DETAIL JT O - 10" EMBEDMENT DEPTH NOTE, WHEN MORE THAN 1 BIOROLL/COMPOST LOG IS NEEDED, OVERLAP ENDS A MINIMUM OF 6' AND STAKE Standard Plate Library City of Monticello BIOLOG 4' HIGH STEEL POST (4' MAX SPACING) WITH A MINIMUM 2' BURY ORANGE CONSTRUCTION FENCING- (PRODUCT WB 410017) AS SUPPLIED BY: PLASTIC SAFETY SYSTEMS, INC. PO BOX 20140 CLEVELAND, OH 44120 PHONE- 800-662-6338 - FAX: 216-231-2702 q (OR APPROVED EQUAL) ATTACH FENCING W/ HEAVY DUTY NYLON ELECTRICAL TIES OR FENCING MANUFACTURER SUPPLIED INTEGRAL FASTENERS. TREE PROTECTION FENCE O 1 CV 7 ENTRENCH A MINIMUM OF 2' Title: Bio Log Staking Straw or Wood Bio Roll Date: 03-08 Plate No. Revised: 0 3 —1 5 6009 1 1 1 1 1 1 1 1 1 1 1 1 0.7 STAPLES PER SO. YD. 4:1 SLOPES 1.15 STAPLES PER SO. YD. 3:1 SLOPES CZZZ7 3.75 STAPLES PER SO. YD. HIGH FLOW CHANNEL & SHORELINE 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET INA 5" (15cm) DEEP X 6"(15—) WIDE TRENCH WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30cm) PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12"(30—) APART ACROSS THE WIDTH OF THE BLANKET. 3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM ,STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2"-5" (5cm-12.5cm) OVERLAP DEPENDING ON BLANKET TYPE, TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET. 5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3'(7.5—)OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY I2"(30cm) APART ACROSS ENTIRE BLANKET WIDTH. NOTE: IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6"(15..) MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS. Standard Plate Library City of Monticello EROSION CONTROL BLANKET 161TU NMITi7E Title: Erosion Control Blanket Stapling Patterns & Installation Date: 03-08 Plate No. Revised: 03-15 6011 OVERFLOW SLOT IN SHROUD INLET PROTECTION Standard Plate Library City of Monticello Title: NG NUT TACHMENT HOOK T FABRIC SLEEVE R MnDOT SPECIAL OVISION 3886 SILT FABRIC SLEEVE PER MOT SPECIAL PROVISION 3886 Inlet Protection Grate Inlet Cover Date: —03 0 3_07 plate No. Revised: 6005 03-15 J wsb SCALE: AS SHOWN PLAN BY: JG Z O H d U U LU) LU Z O>- w U_ w > _ LL 0 J ~ Z =) O' ILL =) o w O_O_Q0 (f) O 2E =) Q Q — U O J U) z _ U U Z H-0D_� Q 0Q ILL LL = w Z w O ILL U H LL (n - (n � FQ>o� ILLLU w �OU)�J'u- rn a-H-c,O ILL �wzcn LU LU _� U Q O 0 -1 J DESIGN BY: JF CHECK BY: JF STANDARD DETAILS CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L6.0 C,. N N c ui Q X w J w � � O Q J O J J U_ U W O U U z ~ z Q Lij _j O = � U Q ILLO �Q z 0� O U CD MW W 111 ry CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L6.0 C,. N N c ui Q 0 C)_ co N 0 N O N DRINKING FOUNTAIN NOTE: 1. DRINKING FOUNTAIN SHALL BE INSTALLED BY A LICENSED PLUMBER IN THE STATE OF MN AND AS PER MANUFACTURER'S SPECIFICATIONS (NOTE: CONTRACTOR SHALL VERIFY FOUNTAIN ORIENTATION WITH LA -E PRIOR TO INSTALLATION) - 2. INSTALLATION SHALL INCLUDE ALL ATTACHMENTS AND CONNECTIONS TO WATER SUPPLY LINE, BLOW OUT SYSTEM, FIRST SEASON WINTERIZATION, AND ALL ADAPTERS / APPURTENANCES AS REQUIRED. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. 3. DRINKING FOUNTAIN INSTALLED AS INDICATED ON CONCRETE AND AS PER MANUFACTURER'S SPECIFICATIONS (NOTE: CONTRACTOR SHALL VERIFY FOUNTAIN ORIENTATION WITH LA -E PRIOR TO INSTALLATION) - INSTALLATION SHALL INCLUDE ALL ATTACHMENTS AND CONNECTIONS TO MAIN WATER SUPPLY LINE WITH ADAPTERS / APPURTENANCES AS REQUIRED (TYP) 4. DRINKING FOUNTAIN TO BE AN MDF DRINKING FOUNTAIN, MODEL 440 SM IN TEXTED PYRITE WITH THE FOLLOWING ACCESSORIES: JUG FILLER, RECESSED HOSE BIB WITH DOOR LOCK, CUT OFF VALVE AND LOW POINT DRAIN. ADA ACCESSIBLE. MOST DEPENDABLE FOUNTAINS, INC. MANUFACTURER: MOST DEPENDABLE FOUNTAINS, INC. 1-800-552-6331 WWW.MOSTDEPENDABLE.COM 4 -STAINLESS STEEL 1/4-20 SS TORX BOLT W/ PIN MOST DEPENDABLE FOUNTAINS, INC. 5705 COMMANDER DR. P.O. BOX 587 ARLINGTON, TN 38002-0587 PHONE: (901) 867-0039 FAX: (901) 867-0159 www. mostdependable.com 3/8" NYLON REINFORCED NYLONBRAID TUBING W/ 1/2" MIP (WATER SUPPLY) 0 v NOTES: NOT SHOWN BUT TO BE INCLUDED IS JUG FILLER ON SIDE OF PUSH BUTTON AND LOW POINT DRAIN. N B O o O B' TOP VIEW NOTES: A A' 1. MEETS ADA REGULATIONS. 2. OPTIONAL 10" STAINLESS STEEL SURFACE CARRIER RECOMMENDED. 3. SHOW WITH OPTIONAL 10" SS SURFACE CARRIER RECESSED HOSE BIBB WITH LOCK DOOR. 4. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 5. DO NOT SCALE DRAWING. 6. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION. 7. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. 8. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info AND ENTER REFERENCE NUMBER 3354-1.49. MODEL 440 SM SHOWN W/ OPTIONAL SS SURFACE CARRIER, RECESSED HB W/ LOCK DOOR DRINKING FOUNTAIN - MANUFACTURER CUT SHEET DRINKING FOUNTAIN NTS CURB STOP SEE UT 13" x 19" IRRIG. VAL\ CONFIRM EXACT LOC �IiI,r971:@a1=14DATA I OWNER (COLOR APPROVED BY 0 PLAN IEW 40" I I 32" Bm DRINKING FOUNTAIN- SEE NOTES 6" THICK CONCRETE PAD - TYP. SEE DETAIL, SLOPE AWAY FROM FOUNTAIN AT 1.5% 4 i L6.3 SLOPE CONCRETE AWAY FROM FOUNTAIN ALONG BACK EDGE V RIES AND DRAIN TO TURF AREA FINISH GRADE 1" 1 .l ER THAN CONCRETE PAD I a 1 a LI --------- ------ WATER SUPPLY I SEE SECTION B -B' II I 1 1.5" DRAIN LINE FROM FOUNTAIN SECTION A -A' r%r,lKllZlsll'- rt -Ni '"'T"'"' -SEE NOTES L — — — — �� I III 90 DEG. TEE, THREADED ON �i -----------� -- ------------------------------- --- --- —+ 1 -- TOP FOR DRAIN DOWN ------------�- --I DRAIN LINE 1" WATER SUPPLY LINE - SEE SECTION B -B' -DRAINAGE SEE SHEET C2.0 SECTION B -B' - WATER CONNECTION wsb SCALE: DESIGN BY: AS SHOWN JF PLAN BY: CHECK BY: JG JF z 0 a_ U Lu Lu ❑ 0 z o� 18" U II LU U W _ lz H RECESSED HOSE BIBB W/ LOCK DOOR aofQo z 81 1/2" I OACCESSO z 4 -STAINLESS 0 p� 2 Z w J STEEL 1/4-20 SS Q DOOR TORX BOLT M PIN 0 0------� II M o OPTIONAL INTERNAL II CD co II o STEEL CARRIER o >- oinLw co a � � o w LU U Z (n W 2 Or- � U Q 1/2" X 12" ZINC PLATED ROD MOST DEPENDABLE FOUNTAINS, INC. 5705 COMMANDER DR. P.O. BOX 587 ARLINGTON, TN 38002-0587 PHONE: (901) 867-0039 FAX: (901) 867-0159 www. mostdependable.com 3/8" NYLON REINFORCED NYLONBRAID TUBING W/ 1/2" MIP (WATER SUPPLY) 0 v NOTES: NOT SHOWN BUT TO BE INCLUDED IS JUG FILLER ON SIDE OF PUSH BUTTON AND LOW POINT DRAIN. N B O o O B' TOP VIEW NOTES: A A' 1. MEETS ADA REGULATIONS. 2. OPTIONAL 10" STAINLESS STEEL SURFACE CARRIER RECOMMENDED. 3. SHOW WITH OPTIONAL 10" SS SURFACE CARRIER RECESSED HOSE BIBB WITH LOCK DOOR. 4. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 5. DO NOT SCALE DRAWING. 6. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION. 7. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. 8. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info AND ENTER REFERENCE NUMBER 3354-1.49. MODEL 440 SM SHOWN W/ OPTIONAL SS SURFACE CARRIER, RECESSED HB W/ LOCK DOOR DRINKING FOUNTAIN - MANUFACTURER CUT SHEET DRINKING FOUNTAIN NTS CURB STOP SEE UT 13" x 19" IRRIG. VAL\ CONFIRM EXACT LOC �IiI,r971:@a1=14DATA I OWNER (COLOR APPROVED BY 0 PLAN IEW 40" I I 32" Bm DRINKING FOUNTAIN- SEE NOTES 6" THICK CONCRETE PAD - TYP. SEE DETAIL, SLOPE AWAY FROM FOUNTAIN AT 1.5% 4 i L6.3 SLOPE CONCRETE AWAY FROM FOUNTAIN ALONG BACK EDGE V RIES AND DRAIN TO TURF AREA FINISH GRADE 1" 1 .l ER THAN CONCRETE PAD I a 1 a LI --------- ------ WATER SUPPLY I SEE SECTION B -B' II I 1 1.5" DRAIN LINE FROM FOUNTAIN SECTION A -A' r%r,lKllZlsll'- rt -Ni '"'T"'"' -SEE NOTES L — — — — �� I III 90 DEG. TEE, THREADED ON �i -----------� -- ------------------------------- --- --- —+ 1 -- TOP FOR DRAIN DOWN ------------�- --I DRAIN LINE 1" WATER SUPPLY LINE - SEE SECTION B -B' -DRAINAGE SEE SHEET C2.0 SECTION B -B' - WATER CONNECTION wsb SCALE: DESIGN BY: AS SHOWN JF PLAN BY: CHECK BY: JG JF z 0 a_ U Lu Lu ❑ 0 z o� LU U W _ lz H w Z 0 w aofQo z zoQ�aO Q�-U0 z Qlw-W 0 p� 2 Z w J F_ Of 0 � � Z Q QaQw0 W o Q w } a U H � M o wcn—zU) �Q�o� CD a�w w o U w LU 5¢ F_ o >- oinLw co a � � o w LU U Z (n W 2 Or- � U Q w 0 — O 0 J J DRINKING FOUNTAIN DETAILS X C^ w `w J i Q �0 LL U OU Z Lu J U = Q Q J Q Z �0 W (D m Nw L.L 0 J W U Z 0 G LL 0 X, u CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L6.1 ON N 0 0 cn N 0 N O N 0 DRINKING FOUNTAIN NTS L > o 12 FEET +/- 4" PERFORATED PVC (ASTM D 2729, D 3034) DRINKING FOUNTAIN- SEE NOTES 1.5" DRAIN LINE FROM FOUNTAIN CONFIRM EXACT LOCATION OF SUB -DRAINAGE SYSTEM WITH OWNER/LA-E, TO AVOID IRRIGATION SYSTEM, SEE PLAN VIEW SUB -DRAINAGE SHALL NOT BE LOCATED BENEATH CONCRETE PADS SECTION B -B' - DRAINAGE BE PZ1m 6" MIN. OVERLAP OVERLAP FABRIC AS SHOWN 0 000 0°0 001 ho 0 1 ? CI 4 CUBIC YARDS +/- OF 00 0 O 0 °c CLEAR WASHED ROCK 00 °00' 0 4000°000° °O°1 N 00 00 �°°°O° 00000° °O° 0 ° GEOTEXTILE FABRIC, 00000°0000001 MnDOT 3733 TYPE III 0 0 0° 0 0 4" PERFORATED PVC l0 �0 0 °000000 0 0 0 00 0 (ASTM D 2729, D 3034) L°S°oma �o °J SECTION C -C' - TYPICAL FRENCH DRAIN SECTION wsb SCALE: AS SHOWN PLAN BY JG Cn Z O Lu ry z 0 a_ a U U) Lu O z Z O U_ w w _ Z O� W Z) n W a- �Qi) Cn0QZ Q Q — U O J U) C) z _ L U Z Q0 -Q W LL = w Z w O W o U H LL C/)— U)Q F Q > C) Cn ww Q-_� Lu U Q O U)� LL mw�Cn0 ��ww cn _ LLJ Or- 2� U Q O 0 J J DESIGN BY: JF CHECK BY: JF co ti CA N O � z C a) J W Q a) co N O N O 0 Q DRINKING FOUNTAIN DETAILS - FRENCH DRAIN CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L6.2 X U)w wJ w � O Q J O i J U w O U LJ Z ~ Z Q _j O = � U Q ILL O Q Q Z 0� O U 0 Mw W Lu 1 10� CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L6.2 i co 0 0 N 0 N O N PROVIDE 2' SHOULDER ON EITHER SIDE OF DRIVE AT 1.5% SLOPE REFER TO GRADING PLANS FOR SLOPES 2' ADJACENT TO GRAVEL PARKING AND DRIVE AREAS GRAVEL PARKING LOT AND DRIVES NOT TO SCALE 10" DEPTH COMPACTED MNDOT CLASS 5 AGGREGATE BASE COMPACTED TO 100% STANDARD PROCTOR 1.5% MAX CROSS SLOPE �u 12" DEPTH COMMON BORROW H- COMPACTED TO 100% STD PROCTOR —12" MIN. SUITABLE ON-SITE SUBGRADE MATERIAL TO BE COMPACTED TO 100% STANDARD PROCTOR. REMOVE ALL TOPSOIL FROM SUBGRADE. CONCRETE PLACEMENT NOTE: CONCRETE SHALL HAVE 1.0% MIN. / 1.5% MAX. CROSS -SLOPE IN DIRECTION OF POSITIVE DRAINAGE FLOW, UNLESS INDICATED OTHERWISE (TYP) - REFER ALSO TO GRADING PLANS FOR ADDITIONAL INFORMATION. SAWCUT CONTROL JOINT. CRACK CONTROL JOINTS SHALL EXTEND TO 1/3 THE THICKNESS OF THE CONCRETE. CRACK CONTROL JOINTS TO BE REPLACED WITH 1/2" EXPANSION JOINTS AT INTERVALS NO GREATER THAN 30 FEET. REFER TO PLANS FOR LOCATIONS/PATTERNS OF CONTROL JOINTS AND VERIFY WITH LA -E PRIOR TO PLACEMENT. LIGHT BROOM FINISH WITH SAWCUT JOINTS CONCRETE WALK NOT TO SCALE GRAVEL TRAIL NOT TO SCALE 4" THICK TYPE 1 STANDARD CONCRETE SECTION: 4" THICK CONCRETE (4000 PSI) OVER 6" THICK COMPACTED DEPTH OF MnDOT 3138 CLASS 5 CRUSHED AGGREGATE BASE COMPACTED TO 100% STANDARD PROCTOR DENSITY CONCRETE TO BE 1" ABOVE ADJACENT GRADE (TYP) TOPSOIL 1/2" RADIUS OUTSIDE EDGE (TYP) If 4.. 6" III II= COMPACTED SUITABLE SUBGRADETYP ( ) NON -TOPSOIL MATERIAL 6" THICK CONCRETE SECTION: 6" THICK CONCRETE (4000 PSI) OVER 6" THICK COMPACTED DEPTH OF MnDOT 3138 CLASS 5 CRUSHED AGGREGATE BASE COMPACTED TO 100% STANDARD PROCTOR DENSITY TOP OF CONCRETE TO BE 1" ABOVE ADJACENT GRADE (TYP) TOPSOIL 1/2" RADIUS OUTSI E EDGE (TYP) CONCRETE (REFER TO PLANS FOR t THICKNESS) WITH LIGHT BROOM FINISH =' - AND SAWCUT JOINTS T -I I - 1.5" DEPTH WEAR COURSE MNDOT SPWEA340C BITUMINOUS TACK COAT MNDOT SPEC 2357, INCIDENTAL 2" DEPTH NON -WEAR COURSE MNDOT SPNWB330C 6" COMPACTED DEPTH OF MnDOT 3138 CLASS 5 CRUSHED AGGREGATE BASE COMPACTED TO 100% STANDARD PROCTOR DENSITY WITH 450 EDGES (TYP) ?" DEPTH COMMON BORROW OMPACTED TO 100% STANDARD ROCTOR DENSITY OMPACTED SUBGRADE BITUMINOUS PAVEMENT (PARKING NOT TO SCALE COMPACTED SUITABLE SUBGRADE (TYP) NON -TOPSOIL MATERIAL CONCRETE SECTION VIEWS TOP OF ADJACENT GRADE SHALL BE 1" BELOW TOP OF AGGREGATE PROVIDE V SHOULDER ON EITHER SIDE OF TRAIL AT 1.5% CROSS SLOPE 6" DEPTH MNDOT CLASS 5 AGGREGATE BASE COMPACTED TO 100% STANDARD PROCTOR DENSITY (PROVIDE A THICKENED 9" SECTION IN TRANSITION AREAS BETWEEN GRAVEL PATHS AND PAVEMENT AREAS FOR A MINIMUM OF 10' IN LENGTH). 12" MIN. DEPTH OF COMMON BORROW MATERIAL COMPACTED TO 100% STANDARD PROCTOR COMPACTED SUBGRADE TO 100% STANDARD PROCTOR. REMOVE TOPSOIL FROM SUBGRADE PRIOR TO COMPACTION. MIN. 12" DEPTH. PROVIDE 1' SHOULDER ON EITHER SIDE OF TRAIL AT 1.5% SLOPE SLAPE 4�•� MAX I I1 I I 3.5" MIN.BITUMINOUS PAVEMENT (MATCH EXISTING SECTION) 6" MIN. DEPTH COMPACTED MNDOT CLASS 5 AGGREGATE BASE TO 100% STD PROCTOR BITUMINOUS TRAIL NOT TO SCALE SAME SLOPE ASROADWAY HORIZONTAL (FORMS MAY BE TILTED) REVERSE SLOPE GUTTER SECTION DIVIDER PLATE 3"R LLJ J W � 6 1/2., 75 O Q 1 3"R 3� LL U Lu O U U zLij SLOPE 0.06 FT/FT z Q _j 6" 13 1/2 " = � U Q O Q SLOPE 0 /4"/FT Z MIN OA n 2 U W CD 00 LLI ry HORIZONTAL / LINE a 1ti / MNDOT SLOPE 0.06 FT/FT NORMAL, UNLESS STANDARD PLATE NO. 7100 H OTHERWISE SPECIFIED. IF A DIFFERENT SPECIFICATION REFERENCE 2531 GUTTER SLOPE IS PERMITTED, THE FORM CONCRETE — 0.0474 CU YDS / LIN FT (B612) MAY BE TILTED 8612 CONCRETE CURB & GUTTER CONCRETE — 21.1 FT / CU. YDS. (6612) DIVIDER PLATE 2" IN r2" 2» 1/2 " 6" 113 1/2 MNDOT Q SLOPE 0.06 FT/FT NORMAL, UNLESS / STANDARD PLATE NO. 7100 H OTHERWISE SPECIFIED. IF A DIFFERENT SPECIFICATION REFERENCE 2531 GUTTER SLOPE IS PERMITTED, THE FORM CONCRETE — 0.0582 CU YDS / LIN FT (6618) MAY BE TILTED B618 CONCRETE CURB & GUTTER CONCRETE — 17.2 FT / CU.YDS. (B618) 10' WIDE BITUMINOUS TRAIL 12" 3/4 " / PER FT 3» 1/2 " R 1/2 " R 3" 7-E 10" HORIZONTAL -- — — — — — LINE L 2'- 0" MODIFIED DESIGN "D" CURB & GUTTER Standard Plate Library City of Monticello B612 CURB AND GUTTER Title: Concrete Curb & Gutter for Streets Date: 03-05 Revised: 03-15 5005 12" WIDE MNDOT CLASS 5 SHOULDER ON EACH SIDE OF TRAIL, TYP TRAIL EDGES SHALL BE HAND -TAMPED AT 45 DEGREES TOP OF SHOULDER TO BE KEPT 1/2" BELOW TOP OF BITUMINOUS 12" DEPTH COMMON BORROW MATERIAL COMPACTED TO 100% STANDARD PROCTOR DENSITY COMPACTED SUBGRADE TO 100% STANDARD PROCTOR. REMOVE TOPSOIL FROM SUBGRADE PRIOR TO COMPACTION. MIN. 12" DEPTH. wsb SCALE: AS SHOWN PLAN BY: JG U) O LU LU Q O z o>- U_ w w _ w Z O� LU Z w D_ [Y Q 0 Cn O Q Z)LLI Q Q � — U O J Cnm=~ LU T: LU Z U Z Qa- QwL_ =wzw0 LU U_Cn—CnQ �Qo� tY�w w LU �OC�'jLL mw�Cn0 oforwzCn w ULI = U Q O 0 J J DESIGN BY: JF CHECK BY: JF N C N U_ co m N C^. N c N c w Q 0 HARDSCAPE AND ROADWAY DETAILS CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L6.3 X LLJ J W � � 75 O Q 1 O j J LL U Lu O U U zLij ~ z Q _j O = � U Q O Q Z O U W CD 00 LLI ry CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L6.3 WE 1 C\I CD 0 6 co CV C"I O CV P. NOTE: TYPICAL SIGN INSTALLATION WHEN STREET NAME SIGNS ARE NOT INSTALLED STOP PARKING VEHICLE ID REQUIRED Olt TIO VAN ACCESSIBLE TRAFFIC SIGN SPECIFICATIONS ALUMINUM SHALL BE 5052-H38 OR 6061-T6 ALLOY. GAUGE SHALL BE: .080 ON THE LONGEST SIDE UP TO 30" .100 ON THE LONGEST SIDE OVER 30" REFLECTING SHEETING SHALL BE DIAMOND GRADE. ALL SIGNS CONFORM TO SECTIONS 2564 AND 3352, SIGNS AND MARKERS STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. CHANNEL POST SPECIFICATIONS GALVANIZED STEEL CHANNEL POSTS SHALL BE USED, 2.5 LB/FT POSTS SHOULD BE USED THAT ARE PUNCHED ON 1 " CC. GALVANIZED POSTS SHALL BE OF THE 4 -RIB DESIGN. POSTS ARE TO BE 7 FEET IN HEIGHT BETWEEN BOTTOM OF SIGN AND FINISHED GROUND. BOLTS, NUTS, AND WASHERS HARDWARE SHALL BE GRADE 5 MINIMUM AND BE GALVANIZED OR CADMIUM PLATED. Standard Plate Library City of Monticello Title: Typical Traffic Sign Installation Date: 03-05 Plate No. Revised: 5 016 03-17 SIGN TABULATION DESCRIPTION # SIZE QUANTITY STOP SIGN R1-1 30" x 30" 4 DISABLED / ACCESSIBLE PARKING SIGN R7 -8m 12" x 18" 14 VAN ACCESSIBLE PLAQUE R7-8bP 12" x 6" 5 SIGN INSTALLATION 60' BOl OF rd 12" X 18" ACCESSIBLE PARKING SIGN DISPLAYING INTERNATIONAL SYMBOL OF ACCESSIBILITY AND REQUIRED FINE NOTICE (MNDOT R7 -8m WHITE LEGEND AND BORDER ON BLUE BACKGROUND) 12" X 6" VAN ACCESSIBLE SIGN (MNDOT R7 -8b WHITE LEGEND AND BORDER ON BLUE BACKGROUND) - REFER TO PLANS FOR LOCATIONS POST - PER CITY OF MONTICELLO SPECIFICATIONS ACCESSIBLE SIGNAGE REQUIREMENTS: ACCESSIBLE PARKING SIGN SHALL BE CENTERED ON EACH ACCESSIBLE PARKING STALL WHICH SHALL INCLUDE THE VAN ACCESSIBLE SIGN AS APPROPRIATE (TYP) - REFER TO PLANS FOR ADDITIONAL INFORMATION ACCESSIBLE PARKING SIGN NTS Height of Symbol Minimum= 28 inches Spe=l = 40 inches 1 Width d Symbcl 4- Minimum = 24 inches Spacial = 36 inches S1foke vAdh Note: Blue background and Mngnum = 3 inches white border are optional Spcicial = 4 inches Figure .3B-22 International Symbol ofAccessibiliip Parking Space Marking Q ACCESSIBLE PARKING SYMBOL NTS INSTALL WHEEL STOP CENTERED ON PARKING STALL WITH REBAR, TYP. (2 PER WHEEL STOP) PARKING LOT PAVEMENT PARKING BLOCK EDGE OF CURB 12" 1 ° S o sb 4 d r r r r r r r r 36 r r r r CCI @-r^Ml P1CTA 11 0 SIGNAGE (BY OWNER) (3) 6" X 6" CEDAR POSTS 1 1 CONCRETE FOOTING PLAN VIEW 7'-9" 5'-9" a a a 4 SIGNAGE (BY OWNER) (3) 6" X 6" CEDAR POSTS 6" CONCRETE WALK, SEE DETAILe � L6.3 v d A Oda e A d d A • a — A�4 Al d CONCRETE FOOTING � LL_L1_M_L_L_LD v I I I d AT 6" COMPACTED A A CLASS 5 AGGREGATE = 2'-6" SIGN AND KIOSK POST AND FOOTING DETAIL wsb SCALE: DESIGN BY: AS SHOWN JF PLAN BY: CHECK BY: JG JF Z 0 a_ Cn Lu Lu ❑ w Q b Z z 0� ��/� U 1X LU J LU U W _ w Z p w O a a Q 0 z O J J oQ�a U LU z Q — U 0 U O z Wp�pQlw-W Cj p 2 Z w J 0� 0 0 �i Z Q 2i QaQw0 w0 Q W }aZ�-)Ul— q. � M o w< 0U) �cn Q CD Of 3: Q Z o U w LU 5 O o >-0cnLuw LL ma�U)0 (� LU W U Z (n W W 2�2Y0< 1 1y L U W — O 0 J J DETAILS CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L6.4 ��/� U 1X LU J W �e O a J O J J LL_ U LU O U U zLLJ~ z Q _j O = 2i U Q LLO Q Z elf O U LLUU (� W 1 1y L U CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L6.4 FRENCH DRAIN, SEE DETAIL 1 L6.2 C L 5' DRINKING FOUNTAIN, SEE DETAIL 1 L6.1 25' 0 CV 19'-6" a J SHELTER ENLARGEMENT NOT TO SCALE TRASH AND RECYCLING RECEPTACLES (BY OWNER) 12' 5'-6" 11' PICNIC SHELTER, SEE DETAIL 4 zn o a o Q o GRILL (BY OWNER) 4 a D 't -- Q Q Q a L „ a 6" THICK CONCRETE, 4 SEE DETAIL L6.3 Q a SHELTER COLUMN AND FOOTING - ALT #1, SEE DETAIL a ° a 2 Q L6.5 a 4" THICK CONCRETE, SEE DETAIL 45' 4 L6.3 SHELTER (BY OTHERS); FOOTINGS AND STONE COLUMNS BY CONTRACTOR) - ALT #1 N jk R16' SHELTER ENLARGEMENT NOT TO SCALE SHELTER (BY OTHERS); FOOTINGS AND STONE COLUMNS BY CONTRACTOR) - ALT #1 PLAN SHELTER POST (BY OTHERS) CV STONE COLUMN - STONE CAP 2 SHELTER POST COLUMN 11-6.5 NOT TO SCALE DOCUMENT NOT FOR CONSTRUCTION: - A FOUNDATION DESIGN HAS NOT BEEN PERFORMED BY AMERICANA OUTDOORS - A LICENSED ENGINEER FAMILIAR WITH SOIL CONDITIONS AT CONSTRUCTION SITE MUST PERFORM A FOUNDATION DESIGN NOTE: SHELTER FOOTINGS AND STONE COLUMN BY CONTRACTOR - ALT #1 HSS STEEL POST i TYP. OF (8) OUTER EDGE OF EAVE I O, pFZ Q I IsH� 0 I _ _ O N I I I C) I 12'-8" (3 EQ. SPACES) 40'-0" FOUNDATION PLAN I - a_ Lu 0 F -- U) U) LL O PER MANUFACTURER'S RECOMMENDATION SHELTER POST — 2" THICK STONE CAP TAPERED TO DRAIN FILL VOID WITH GROUT STONE - SEE SPECIFICATIONS - ELECTRICAL OUTLET - PLACE ON INTERIOR SIDE OF COLUMN. SEE ELECTRICAL PLAN - ° ° SHELTER FOOTING (PER MANUFACTURER'S SPECIFICATIONS) 11A AMERICANA OUTDOORS AMERICANA BUILDING PRODUCTS #2 INDUSTRIAL DRIVE - SALEM, IL 62881 (800) 851-0865 - www.americana.com TITLE 20'-0" x 40'-0" ILLINI SHELTER SIZE DATE DWG NO REV A 6/29/2023 108493 SCALE: AS NOTED DRAWN: TG SHEET 1 of 2 wsb SCALE: DESIGN BY: AS SHOWN JF PLAN BY: CHECK BY: JG JF w O U) W Z 0 a_ Of U U) Lu ❑ Lu Q 0 Z z o>- X C/)w _ U W w 1z 0 CC E)Z p W w aofQo z � � O zLu<F Qc)0 O z Qlw-W b p � 2 z J F- 02 Qorf 2 z Q QaQw0 zLLJ~ w0 Q w } d U H c M cD No < — zOf�w¢ Q wFUw oo Lu 5 � >- p Cn LL mav,0 LU LU wzcn W 2 Or- � U Q w 0 o 0 J J O SHELTER ENLARGEMENT & DETAILS CLIENT PROJECT NO. xxxxxx WSB PROJECT NO. 022080-000 SHEET L6.5 X C/)w wJ w � � O Q J O � J � U w O U U zLLJ~ z Q O = � U Q O Q Q � �z elf O U 0 Mw W 1 u L if CLIENT PROJECT NO. xxxxxx WSB PROJECT NO. 022080-000 SHEET L6.5 WE ON 0 N O N O N O N PARK MAP SIGN (PROVIDED BY OWNER). SIGN FOOTINGS, / SEE DETAIL 4 25'-5" L6.4 BITUMINOUS TRAIL, SEE DETAIL 6 1 j 6' \ Ro 6" CONCRETE, SEE DETAIL 4 L6.3 GRAVEL TRAIL, SEE DETAIL 2 L6.3 B612 CURB + GUTTER, SEE DETAIL 3 L6.3 BITUMINOUS PAVEMENT, SEE DETAIL 5 L6.3 GRAVEL PARKING LOT, SEE DETAIL 1 L6.3 N 0 10 20 H: SCALE IN FEET INFORMATIONAL KIOSK (BY OWNER) FOOTINGS AND POSTS BY CONTRACTOR, SEE DETAIL TRAIL BITUMINOUS PAVEMENT, SEE DETAIL 5 RFNI('.H (RY C)\A/NFRI ++++++++++++++++++ 1+++++�+++++�+++++ ++++++++++++++++++ 1+++++++++++�1+++++++++++I+++++++++++ +++++++++++]+++++++++++' +++++ 109'-8" + + + + + 1 + + + + + 1 + + + + + ++++++++++++++++++ ++++++++++++++++++ 1+++++++++++�+++++++++++�+++++++++++ J+++++++++++I+++++++++++I+++++++++++ +++++++++++++++++ J+++++++++++�+++++++++++]+++++++++++ J+++++++++++++++++++++++++++++++++++ FG, _�] F&I F&I FGI_�] W I ++++++++++++++++++ I ...... ...... `++++++++` F& F& F& J+++++++++++�1+++++++++++�1+++++++++++ 4 - + O PA KING INO PARKINGI INO PARKING INO PARKING + + ++++++++++++++++++,+++++++++++++ ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + ........ + + /++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o ++ ++++++++++++++++++++++++,++++++++++ 36" SQUARE ACCESSIBLE SYMBOL, +++ +++++++++++ + + + +y+y+y+y+y+y+++ +++++++++++++++++++++++++ 4 PAINTED WHITE STRIPED AT 45 + + + + + + + + + + + + + + + + + + ANGLE SPACED AT 24" O.C. (TYP) FOR + + + + +++++++++++ PAINTED WHITE, CENTERED AT THE + + + PARKING BITUMINOUS 5 + + + + + + + + + + + + + +++++++++++++++ ++++ ++++++++++++++++++++ +++++ +++++++++++++++++ END OF THE STALL PER MN ADA ++++++++ PAVEMENT, SEE DETAIL L6.3 + + + + + EACHACCESS AISLE + + + +++++++++++++ + + + + + + + + + ++++++++++++++++++++++++++ ++++++++++++++++++++4++++++++++++++++++++++++++++++-STADARDS(TYP)SEEDETAIL ++++++++++++++++++ ++++++++++++++ ++++++++++++++++++++++++++++++++++ -++++++++++++++++++++�+++++++++++++++++....,,++++++++++++++++++++++++++++++++++ ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ++++++++++++++++++ ++ ++++++++++++++++++++++++ 3 ++++++++++++++++++++++++++++++++++++++++ + +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ "NO PARKING" TEXT IN WHITE LETTERS ++++++++++++++++++++++++ L6.4+++++++++++++++++++++++++++++++++++++++++ +++++++++++++++++++++++++ 12" HEIGHT CENTERED AT END OF +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ACCESSAISLE++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ++++++...................................................++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ +++++ +++++ + +++ +++++ +++++ +++++ +++++ +++++ +++++ +++++ +++++ +++++ ++++++++++++++++++ ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ �+++ �.,r+++++ +++++ +++++ +++++ +++++ +++++ +++++ +++++ +++++�+++++�++++++++++++++++++ +++++++++++++l ++�+++++I+++++++++++I+++++++++++I+++++++++++I+++++++++++I+++++++++++I+++++++++++I+++++++++++I+++++++++++I+++++++++++I+++++++++++I++++++++++++++++++++++++++++++++++++ SOUTH PARKING PEDESTRIAN ENLARGEMENT -+,+++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + - - - - - - - - - - - - - - - - - - =++--r�+*++++++++++++++++++++++++++++++++++++++++++++L+++++++++++++++ + + + + + + + + + + + + PARKING BITUMINOUS + + + + 36" SQUARE ACCESSIBLE SYMBOL, PAINTED ++++++++++++ +++++ +++++++++ -+++++++++++++++++++ PAVEMENT, SEE DETAIL + ++++++ WHITE, CENTERED AT THE END OF THE +++ ++++++++++++++ +++++++++ ++++ +++++++ ++++++++++++++++++++++ ++++++S TALL PER MN ADASTADARDS(TYP)SEE 3 +++++++ +++++++++++++++++++++ 5 +++++ ++++-++++++++++++ ++++++++++++++++++++++ DETAIL +++++++++++++++++++++ +++++ ++++++ -++++++++++++++++++++++++++++++++++++ L6.3 ++++++ L6.4 +++++++ +++++++- +++ + +++++++ ++++++++++++++++++++++ ++++ ++++++++++++++++++++++++ ++ +++++ ++ + ---------------- -++++++I++++++++++++I++++++++++++I++++++++++++I+++++++++++ JN1�12ib'd ON JN1�12�`dd ON ++++++++++++++++++++++++++ +++I++++++I++++++I++++++I++++++ a a a -++++++I++++++++++++I++++++++++++I++++++++++++I++++++++++++ +++++++++++++++++++++++++++ +++++++++++++++++++++++++++ -++++++I++++++++++++I++++++++++++I++++++++++++I++++++++++++ - + + +--+ + + + + + + + + + + + + + + + + + + + + + + + ao W. -t+ .+++++I++++++I++++++ + + + + + + + + + + + + + + + + + + + + + + + o -++++++I++++++++++++I++++++++++ ++ + + + ++ ++ + + + + ++ + + + + + l__+ +++++++I+ ++ ++ +�+ ++ ++ + + _ + + + +I++++++++++++I++++++++++++++++ + ++ +� ++++ + ++ ++ ++ +++ ++++++I+ + ++++++++I++ ++++++++++++++++++ ++ + +++ ++ ++ ++++++++++I++ ++++++++++++++�++ +++I+ I+++++++++++++++++++++++ 54'-8° + ++ +++++I++++++++++++I++ +++I++++++++++++I++++++++++++ + + + + + + + + + + + + + + + + + + + + + + N + GRAVEL PARKING LOT, SEE DETAIL ff6l R3 / 7\ 1 L6.3 BITUMINOUS TRAIL PAVEMENT, SEE DETAIL 6 L6.3 a 4" CONCRETE WALK, -� SEE DETAIL (2)11 L6.3 � I \ I \ I D a /d( aQ a a ° \ a ° al° a� L ° a� a ° 47'-5" ACCESSIBLE PORTABLE TRASH AND RECYCLING J III RESTROOM (BY OWNER) RECEPTACLES (BY OWNER) I \ DRINKING FOUNTAIN & III FRENCH DRAIN, SEE DETAIL BOT 962.68 I U \ L6.1 NORTH PARKING PEDESTRIAN ENLARGEMENT Y DRINKING FOUNTAIN & 2 FRENCH DRAIN, SEE DETAIL L6.1 6" CONCRETE WALK, SEE DETAIL TRUNCATED DOMES PER MNDOT STANDARD PLAN 5-297.250, TYP. 6" CONCRETE, TYP., SEE DETAIL ACCESSIBLE PARKING SIGN CENTERED ON EACH PARKING STALL (TYP). SET SIGN 3' OFF BACK OF CURB, SEE DETAIL 2 / B612 CONCRETE CURB 3 / AND GUTTER, SEE DETAIL L6.3 PORTABLE RESTROOM (BY OWNER) I ACCESSIBLE PORTABLE RESTROOM (BY OWNER) \ 12' ' 4" CONCRETE WALK, SEE DETAIL 4 0 10 20 H: SCALE IN FEET B612 CURB + GUTTER, SEE DETAIL 3 L6.3 GRAVEL TRAIL, SEE DETAIL 2 L6.2 6" CONCRETE WALK, TYP., SEE DETAIL 4 L6.3 TRUNCATED DOMES PER MNDOT STANDARD PLAN 5-297.250, TYP. INFORMATIONAL KIOSK, SEE DETAIL 4 L6.4 6" CONCRETE WALK, SEE DETAIL 4 L6.3 BENCH (BY OWNER) N 0 10 20 H: SCALE IN FEET wsb SCALE: AS SHOWN PLAN BY: JG Cn O Cn W Z 0 U u) Lu ❑ Z O>- U_ w w _ w0:0)� w Z w a-�a0 `�OQZ)Q Z — U O J `nm=~Z _ � U Z �ol0�� Q aa- 1 wzw0 U U H w`n—`nom F_a0`n of 3: w w Lu U � ¢ F ro`n�� in a uJ a LIJ oLLi rf Lu w _ � U Q O 55 J J DESIGN BY: JF CHECK BY: JF cc rl- 0, N O z U_ J ADA PARKING STALL ENLARGEMENTS X cow J • � I ` � If•••••ff•/1•••ff•. 1•fffff�j fff� � � ,fffff•Y•fff•. Q J O i J LL U w O U 1❖.❖.•.V.❖.•.. 1•fffffAffff� z~ z Q _jO I�f�f�f�f�fAf�f�f�f� = � U 1❖.❖.••� ❖.. Q ILL O Q Q Z O U Lu (D 1•fffff�ffff� W w •. :1=111441 lll� . 6" CONCRETE, SEE DETAIL 4 L6.3 GRAVEL TRAIL, SEE DETAIL 2 L6.3 B612 CURB + GUTTER, SEE DETAIL 3 L6.3 BITUMINOUS PAVEMENT, SEE DETAIL 5 L6.3 GRAVEL PARKING LOT, SEE DETAIL 1 L6.3 N 0 10 20 H: SCALE IN FEET INFORMATIONAL KIOSK (BY OWNER) FOOTINGS AND POSTS BY CONTRACTOR, SEE DETAIL TRAIL BITUMINOUS PAVEMENT, SEE DETAIL 5 RFNI('.H (RY C)\A/NFRI ++++++++++++++++++ 1+++++�+++++�+++++ ++++++++++++++++++ 1+++++++++++�1+++++++++++I+++++++++++ +++++++++++]+++++++++++' +++++ 109'-8" + + + + + 1 + + + + + 1 + + + + + ++++++++++++++++++ ++++++++++++++++++ 1+++++++++++�+++++++++++�+++++++++++ J+++++++++++I+++++++++++I+++++++++++ +++++++++++++++++ J+++++++++++�+++++++++++]+++++++++++ J+++++++++++++++++++++++++++++++++++ FG, _�] F&I F&I FGI_�] W I ++++++++++++++++++ I ...... ...... `++++++++` F& F& F& J+++++++++++�1+++++++++++�1+++++++++++ 4 - + O PA KING INO PARKINGI INO PARKING INO PARKING + + ++++++++++++++++++,+++++++++++++ ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + ........ + + /++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o ++ ++++++++++++++++++++++++,++++++++++ 36" SQUARE ACCESSIBLE SYMBOL, +++ +++++++++++ + + + +y+y+y+y+y+y+++ +++++++++++++++++++++++++ 4 PAINTED WHITE STRIPED AT 45 + + + + + + + + + + + + + + + + + + ANGLE SPACED AT 24" O.C. (TYP) FOR + + + + +++++++++++ PAINTED WHITE, CENTERED AT THE + + + PARKING BITUMINOUS 5 + + + + + + + + + + + + + +++++++++++++++ ++++ ++++++++++++++++++++ +++++ +++++++++++++++++ END OF THE STALL PER MN ADA ++++++++ PAVEMENT, SEE DETAIL L6.3 + + + + + EACHACCESS AISLE + + + +++++++++++++ + + + + + + + + + ++++++++++++++++++++++++++ ++++++++++++++++++++4++++++++++++++++++++++++++++++-STADARDS(TYP)SEEDETAIL ++++++++++++++++++ ++++++++++++++ ++++++++++++++++++++++++++++++++++ -++++++++++++++++++++�+++++++++++++++++....,,++++++++++++++++++++++++++++++++++ ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ++++++++++++++++++ ++ ++++++++++++++++++++++++ 3 ++++++++++++++++++++++++++++++++++++++++ + +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ "NO PARKING" TEXT IN WHITE LETTERS ++++++++++++++++++++++++ L6.4+++++++++++++++++++++++++++++++++++++++++ +++++++++++++++++++++++++ 12" HEIGHT CENTERED AT END OF +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ACCESSAISLE++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ++++++...................................................++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ +++++ +++++ + +++ +++++ +++++ +++++ +++++ +++++ +++++ +++++ +++++ +++++ ++++++++++++++++++ ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ �+++ �.,r+++++ +++++ +++++ +++++ +++++ +++++ +++++ +++++ +++++�+++++�++++++++++++++++++ +++++++++++++l ++�+++++I+++++++++++I+++++++++++I+++++++++++I+++++++++++I+++++++++++I+++++++++++I+++++++++++I+++++++++++I+++++++++++I+++++++++++I++++++++++++++++++++++++++++++++++++ SOUTH PARKING PEDESTRIAN ENLARGEMENT -+,+++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + - - - - - - - - - - - - - - - - - - =++--r�+*++++++++++++++++++++++++++++++++++++++++++++L+++++++++++++++ + + + + + + + + + + + + PARKING BITUMINOUS + + + + 36" SQUARE ACCESSIBLE SYMBOL, PAINTED ++++++++++++ +++++ +++++++++ -+++++++++++++++++++ PAVEMENT, SEE DETAIL + ++++++ WHITE, CENTERED AT THE END OF THE +++ ++++++++++++++ +++++++++ ++++ +++++++ ++++++++++++++++++++++ ++++++S TALL PER MN ADASTADARDS(TYP)SEE 3 +++++++ +++++++++++++++++++++ 5 +++++ ++++-++++++++++++ ++++++++++++++++++++++ DETAIL +++++++++++++++++++++ +++++ ++++++ -++++++++++++++++++++++++++++++++++++ L6.3 ++++++ L6.4 +++++++ +++++++- +++ + +++++++ ++++++++++++++++++++++ ++++ ++++++++++++++++++++++++ ++ +++++ ++ + ---------------- -++++++I++++++++++++I++++++++++++I++++++++++++I+++++++++++ JN1�12ib'd ON JN1�12�`dd ON ++++++++++++++++++++++++++ +++I++++++I++++++I++++++I++++++ a a a -++++++I++++++++++++I++++++++++++I++++++++++++I++++++++++++ +++++++++++++++++++++++++++ +++++++++++++++++++++++++++ -++++++I++++++++++++I++++++++++++I++++++++++++I++++++++++++ - + + +--+ + + + + + + + + + + + + + + + + + + + + + + + ao W. -t+ .+++++I++++++I++++++ + + + + + + + + + + + + + + + + + + + + + + + o -++++++I++++++++++++I++++++++++ ++ + + + ++ ++ + + + + ++ + + + + + l__+ +++++++I+ ++ ++ +�+ ++ ++ + + _ + + + +I++++++++++++I++++++++++++++++ + ++ +� ++++ + ++ ++ ++ +++ ++++++I+ + ++++++++I++ ++++++++++++++++++ ++ + +++ ++ ++ ++++++++++I++ ++++++++++++++�++ +++I+ I+++++++++++++++++++++++ 54'-8° + ++ +++++I++++++++++++I++ +++I++++++++++++I++++++++++++ + + + + + + + + + + + + + + + + + + + + + + N + GRAVEL PARKING LOT, SEE DETAIL ff6l R3 / 7\ 1 L6.3 BITUMINOUS TRAIL PAVEMENT, SEE DETAIL 6 L6.3 a 4" CONCRETE WALK, -� SEE DETAIL (2)11 L6.3 � I \ I \ I D a /d( aQ a a ° \ a ° al° a� L ° a� a ° 47'-5" ACCESSIBLE PORTABLE TRASH AND RECYCLING J III RESTROOM (BY OWNER) RECEPTACLES (BY OWNER) I \ DRINKING FOUNTAIN & III FRENCH DRAIN, SEE DETAIL BOT 962.68 I U \ L6.1 NORTH PARKING PEDESTRIAN ENLARGEMENT Y DRINKING FOUNTAIN & 2 FRENCH DRAIN, SEE DETAIL L6.1 6" CONCRETE WALK, SEE DETAIL TRUNCATED DOMES PER MNDOT STANDARD PLAN 5-297.250, TYP. 6" CONCRETE, TYP., SEE DETAIL ACCESSIBLE PARKING SIGN CENTERED ON EACH PARKING STALL (TYP). SET SIGN 3' OFF BACK OF CURB, SEE DETAIL 2 / B612 CONCRETE CURB 3 / AND GUTTER, SEE DETAIL L6.3 PORTABLE RESTROOM (BY OWNER) I ACCESSIBLE PORTABLE RESTROOM (BY OWNER) \ 12' ' 4" CONCRETE WALK, SEE DETAIL 4 0 10 20 H: SCALE IN FEET B612 CURB + GUTTER, SEE DETAIL 3 L6.3 GRAVEL TRAIL, SEE DETAIL 2 L6.2 6" CONCRETE WALK, TYP., SEE DETAIL 4 L6.3 TRUNCATED DOMES PER MNDOT STANDARD PLAN 5-297.250, TYP. INFORMATIONAL KIOSK, SEE DETAIL 4 L6.4 6" CONCRETE WALK, SEE DETAIL 4 L6.3 BENCH (BY OWNER) N 0 10 20 H: SCALE IN FEET wsb SCALE: AS SHOWN PLAN BY: JG Cn O Cn W Z 0 U u) Lu ❑ Z O>- U_ w w _ w0:0)� w Z w a-�a0 `�OQZ)Q Z — U O J `nm=~Z _ � U Z �ol0�� Q aa- 1 wzw0 U U H w`n—`nom F_a0`n of 3: w w Lu U � ¢ F ro`n�� in a uJ a LIJ oLLi rf Lu w _ � U Q O 55 J J DESIGN BY: JF CHECK BY: JF cc rl- 0, N O z U_ J ADA PARKING STALL ENLARGEMENTS CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L6.6 X cow J UJ � Cw C O Q J O i J LL U w O U CU z~ z Q _jO = � U Q ILL O Q Q Z O U Lu (D W w CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L6.6 i co 0 0 N O N O N ti Z Q J ll J I-__ LU J 0 0 0 00 O N N 0 c Cz U 6 0 0 0 00 0 N N 0 Y PRUNING SHOULD BE LIMITED TO ONY BROKEN, DEAD, OR DAMAGED LIMBS AND SHOULD NOT CHANGE THE APPEARANCE OF THE TREE. TRUNKS OF THIN BARK SPECIES TO BE WRAPPED FOR WINTER MONTHS OR FALL PLANTINGS. 3"-4" LAYER OF WOOD CH' STAKES NOT RECOMMENDED UNLESS THE TRUNK EASILY WAIVERS 3"-5". ADJUST TREE SO THAT ROOT FLARE STANDS LEVEL OR SLIGHTLY HIGHER TugNI EXISTING SOIL. TCUT AND REMOVE ROPES AND WIRES HOLDING THE BURLAP IN PLACE, PULL BURLAP BACK DOWN TO EXPOSE TOP OF BALL. OR ROTOTILLED AREA -12" DEPTH 2 TO 5 TIMES ROOT BALL DIAMETER --FIRM SUBSOIL TO PREVENT SETTLING Title: Typical Tree Standard Plate Library Installation City of Monticello Date: 03-15 Plate No. Revised: 03 -15 6 012 1 DECIDUOUS TREE PLANTING 6.7NOT TO SCALE TRANSVERSE & LONGITUDINAL^�� 5/8 " FOR 18" TO 27" P 3/4 " FOR 30" & LARGER nIIL.I ivr\ i vF & BOTH ENDS 6n 1. ALL TRASH GUARDS SHALL BE GALVANIZED AFTER FABRICATION PER MNDOT SPEC. 3392 & 3394. 2. APPLIES TO FLARED END SECTIONS 12" OR LARGER. 3. ALL NUTS AND BOLT ATTACHING TRASH GUARD TO THE FLARED END SECTION SHALL BE LEFT EXPOSED Standard Plate Library City of Monticello TRASH GUARD END SECTION NOT TO SCALE Trash Guard for End Section Date: 03-05 Plate No. Revised: 4007 03-15 FABRIC GUYING STRAP WITH HOSE CHAFING GUARD RUBBER / NYLON STRAPPING TIGHTENED ONLY ENOUGH TO PREVENT SLIPPAGE. FLAG FOR VISIBILITY. PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOTBALL IN 6" LIFTS. DO NOT OVER COMPACT. AFTER BACKFILLING, POUR WATER AROUND ROOTBALL TO SETTLE THE SOIL. DIAMETER OF HOLE SHALL BE 2-5 TIMES THE DIAMETER OF THE ROOTBALL. THE SIDES SHOULD SLOPE GRA.CQUALLY. METAL STAKES, 2"x24" LONG DRIVEN BELOW FINISH GRADE. MULCH RING SHOULD BE MIN. 3" DEEP. KEEP MULCH 4" AWAY FROM TRUNK BASE. TREE MUST MEET OR EXCEED ANSI Z60.1 (AMERICAN STANDARD FOR NURSERY STOCK.) ONE DOMINANT LEADER MUST BE MAINTAINED THROUGH THE WARRANTY PERIOD. EACH TREE MUST BE PLANTED SUCH THAT THE ROOT FLARE IS VISIBLE AT THE TOP OF THE ROOTBALL AND LEVEL WITH FINISH GRADE. 4" HIGH EARTH SAUCER BEYOND EDGE OF ROOTBALL, FOR 2400 . ORIGINAL SLOPE SHOULD PASS THROUGH THE POINT WHERE THE _ TRUNK MEETS SUBSTRATE / SOIL. - - I -III -III- - III -III -III -III 1Tr -I I l i � l l I-III-III-III-_-III-III-III1 I I- ''' - I--III-III-i-1 „III -1 DECIDUOUS TREE PLANTING ON SLOPE NOT TO SCALE TABLE OF QUANTIES RIPRAP AT RCP OUTLETS RCP AT OUTLETS DIA ROUND PIPE IN CLASS III D50 = 9 15" -T--7.5" DEPTH DEPTH RIPRAP GRANULAR FILTER CU YD CU YD CLASS IV CLASS V D 50 = 12" D 50 = 15, 18" 9" 24" 12" DEPTH DEPTH DEPTH DEPTH RIPRAP GRANULAR RIPRAP GRANULAR FILTER FILTER CU YD CU YD CU YD CU YD 12 2.1 1.1 2.6 1.3 3.4 1.7 15 2.9 1.4 3.5 1.7 4.6 2.3 18 3.6 1.8 4.4 2.2 5.8 2.9 21 4.6 2.3 5.6 2.8 7.4 3.7 24 5.8 2.9 6.9 3.5 9.2 4.6 27 6.9 3.4 8.3 4.1 11.0 5.5 30 8.3 4.1 9.9 5.0 13.2 6.6 36 11.0 5.5 13.2 6.6 17.6 8.8 42 13.6 6.8 16.4 8.2 21.8 10.9 48 16.8 8.4 20.1 10.1 26.8 13.4 54 19.8 9.9 23.7 11.9 31.6 15.8 60 23.0 11.5 27.6 13.8 36.8 18.4 66 27.0 13.5 32.4 16.2 43.2 21.6 72 31.1 15.6 37.4 18.7 49.8 24.9 84 40.0 20.0 48.0 24.0 64.0 32.0 90 45.5 22.8 54.6 27.3 72.8 36.4 RIPRAP AT RCP -A OR BOXES OF EQUIVALENT SPAN WIDTH W CLASS III D 50 = 9" CLASS IV D >0 = 12" CLASS V D 50 - 1 5„ SPAN ROUND PIPE 15" DEPTH RIPRAP 7.5" 18" DEPTH DEPTH GRANULAR RIPRAP FILTER 9" DEPTH GRANULAR FILTER 24" DEPTH RIPRAP 12" DEPTH GRANULAR FILTER IN CU YD CU YD CU YD CU YD CU YD CU YD 22 3.6 1.8 4.4 2.2 5.8 2.9 28 5.8 2.9 6.9 3.5 9.2 4.6 36 8.1 4.1 9.8 4.9 13.0 6.5 43 11.0 1 5.5 13.2 6.6 17.6 8.8 51 13.6 1 6.8 16.4 8.2 21.8 10.9 58 16.5 1 8.3 19.8 9.9 26.4 13.2 65 19.8 9.9 23.7 11.9 31.6 15.8 73 23.3 11.6 27.9 14.0 31.2 18.6 88 32.4 16.2 38.9 19.4 51.8 25.9 102 43.5 21.8 52.2 26.1 69.6 34.8 115 44.0 22.0 52.8 26.4 70.4 35.2 122 49.3 24.6 59.1 29.6 78.8 39.4 138 61.3 30.6 1 73.5 1 36.8 1 98.0 49.0 154 1 74.4 1 37.2 1 89.3 1 44.6 1 119.0 59.5 NOTE: REQIREMENTS FOR RIPRAP SIZE, THICKNESS, WILL BE DESIGNATED IN PLANS. NOT TO SCALE SET ROOTBALL ON 4"-6" MOUND OF UNDISTURBED / NATIVE SOIL TO PREVENT SETTLING. RIPRAP 1.0'1� .� GEOTEXTILE FABRIC J SECTION B -B NUTS AND BOLTS ON TRASH GUARD MUST REMAIN EXPOSED. 2' DIA OR SPAN A 2' B 4 1OC�o 0 4 ^°Qi B 5D PLAN SEE SECTION 02511 - SPECIFICATION OF RIP RAP PLACEMENT 2, GROUTED RIPRAP 1.0' 1 01 GEOTEXTILE FABRIC 2 SECTION A -A 01 FOR PIPES GREATER THAN OR EQUAL TO 48", USE 2.0' (2 THE FABRIC SHOULD COVER THE AREA OF THE RIPRAP AND EXTEND UNDER THE CULVERT APRON 3 FEET. EACH TREE MUST BE PLANTED WI_ THE FIRST MAIN LATERAL ROOT) FINISH GRADE. TREES WITH TF FIRST MAIN LATERAL ROOT N( VISIBLE WILL BE REJECTE VERTICAL SLITS SHOULD BE CUT IN REMAINING NON -SYNTHETIC BURLAP 16" O.C. TOP % OF WIRE BASKET MUST BI CUTOFF AND REMOVED COMPLETEL` - DO NOT BEND IT BACk ;EMOVE EXCESS SOIL / ROOTS FROM 'HE TOP OF SOILBALL TO EXPOSE 'HE FIRST MAIN LATERAL ROOT. 'RUNE ALL ENCIRCLING ROOTS. REMOVE ALL TWINE AROUND THE STEM. ALL SYNTHETIC BURLAP MUST BE REMOVED. TOP Y3 OF NON -SYNTHETIC BURLAP MUST BE CUT OFF AND REMOVED COMPLETELY, NOT FOLDED DOWN. BALLED AND BURLAPPED STOCK: ROOTS OF ALL BALLED AND BURLAPPED STOCK SHALL FILL THE SOIL BALL, BE FREE OF KINKS, CIRCLING AND GIRDLING, AND THE UPPERMOST ROOTS SHALL NOT BE MORE THAN FOUR INCHES BELOW THE TOP OF THE SOIL BALL. TRANSPORT ROOTS SHALL BE SYMMETRICAL AROUND THE TRUNK / STEM OF THE PLANTS. SOIL BALLS MUST BE CENTERED OR NO MORE THAN 10% OFF CENTER. WHEN MOVING PLANTS, LIFT FROM BENEATH THE ROOT BALL, DO NOT LIFT BY THE TRUNK AND DO NOT BREAK OR LOOSEN THE ROOTBALL. BACKFILL PLANTING PIT WITH ORIGINAL SOIL HALFWAY TO THE TOP OF THE ROOTBALL. BREAK UP CLODS OF SOIL. IF SOILS ARE POOR (I.E. HEAVY CLAYS, SAND, OR COMPACTED), BACKFILL CAN BE A MIXTURE OF 1/3 SOIL AMENDMENT MIXED WITH 2/3 ORIGINAL SOIL. DO NO USE PEAT AS PART OF BACKFILL IN CLAY SOILS. REMOVE ALL ROCKS AND DEBRIS FROM BACKFILL AND THEN WATER PLANT AND BACKFILLED AREA TO SETTLE PLANTS AND FILL VOIDS. REMOVE ALL WIRE BASKETS FROM THE TOP 1/2 OF THE ROOTBALL AND CONTINUE BACKFILLING REMAINING PLANTING PIT WITH ORIGINAL SOIL. WATER THOROUGHLY A SECOND TIME TO SETTLE PLANTS AND FILL VOIDS WITHIN TWO HOURS OF PLANTING. PLACE SPECIFIED MULCH WITHIN 48 HOURS OF THE SECOND WATERING. PROVIDE SUPPORT IF NECESSARY. STAKING OF TREES SHALL BE THE CONTRACTORS OPTION. THE CONTRACT IS RESPONSIBLE FOR INSURING THAT ALL PLANTINGS ARE INSTALLED PLUMB AND REMAIN PLUMB THROUGHOUT THE WARRANTY PERIOD OR 1 YEAR AFTER SUBSTANTIAL COMPLETION, WHICHEVER IS GREATER. IF STAKING IS INSTALLED ALL COMPONENTS SHALL BE REMOVED BY THE CONTRACTOR AT THE END OF THE WARRANTY PERIOD. wsb SCALE: AS SHOWN PLAN BY: JG Cn Z O 0 LU LU Q 0 z z O U_ w w > _ w z0� w Z w a- rrQo C O Q z Q Q :E - U O J (nmUj =~Z _ LU U Z �0-00r LL <0 <Ujo = w z w O w wcn-cnQ i=Q�oc~n 3: w w Uj U a ¢ = rorn0LL in a- U) 0 Of�wzcn w =Uj IY�UQ O 0 J J DESIGN BY: JF CHECK BY: JF DETAILS CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L6.7 co N IzT O z U_ J X ��/^ VJ Uj J W O Q J O J J U_ U W O U U z ~ Z Q LIJ _j O = � U Q LL O Q z � 0� O U W CD W 111 01. CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L6.7 co N IzT O z U_ J — 1 —� — --�--I — — — \---- ----� I � _----- i _ x "p EXISTING 2WATER SERVICE . HDPE OR„ 0 M N 0 N O N ti z Q J n J O 0 0 0 00 0 N N O 70 U 0 0 0 0 00 0 N N O Md CONNECT TO EXISTING - '� \ \ \ WATER SERVICE, 2" X 2" \ \ ) TEE, 2" GATE VALVE •� �� \ J / 45° BEND ®\®1000 00 ®®®® 00 04'0000000 I II I I I I I I I I I I I I I I V I I I I I �I I I � IIIIIII I �I—t III I I I I I I I I 1 1 1 1 1 1 1 I l y l l I I III I I I I I I T I I I I I I I I I I I I I I I I I� I I ®P.Rq. IIII I I I II I I 1 1 1 1 \ 1 1 I 1— y -17 17 1-71-7-I�—I—I—r 1--1—I-1--1—I�P—I—I -- � I 91/0000 0000000000 00000000000000 �T \ 2" WATER SERVICE, HDPE DR 11, MIN. COVER 2 FT / FRENCH DRAIN, SEE SHEET L6.2 / I / 2" TO 1" REDUCER, 1" / CURB STOP AND BOXY - 1 L DRINKING FOUNTAIN I I I r \ 20 LF - 4" CONDUIT - MIN. 2' BURY MAINTAIN 18" SEPARATION I 20 LF - 4" CONDUIT, 2' BURY v I I \ 2 X2 TEE 2" WATER SERVICE HDPE DR 11, MIN. COVER 2' I I 2 X 2 TEE 45o BEND - // \ � MAINTAIN 18 SEPARATION 2" TO 1" REDUCER, 1" CURB STOP AND BOX I I I I FRENCH DRAIN, SEE SHEET L6.2 I I I I I --- � , — DRINKING FOUNTAIN — — —\ N\ O \ \ \\\ \ / I //, 450 BEND FRENCH DRAIN, SEE S „�� DRINKING FOUNTAIN 2 TO 1 REDUCER, 1 CURB STOP AND BOX _ — — STORNMATER REUSE POND \ \\ VAA \ \ x60 -YEAR HWL: 966.4 /// HIGH NWL: 962.0 r LOW NWL: 960.50/; / A \ A RnTTnnn F=l w- N 0 40 80 H: SCALE IN FEET wsb SCALE: DESIGN BY: AS SHOWN JF PLAN BY: CHECK BY: JG JF U) O U) Lu Z 0 a_ U Lu Lu ❑ O Q� w 2 U LU Z w w D Z �oaD zw<L J2 -z0 0>0 =zz � � H W Z Lu <,<zw = w z p O } O F15 LU U Q C/)_ w LL Q 0(/) �3:Wcr�W Lu U l 0 W � LuLL ma�v,o Lu wzcn w w J Lu 2 W J U) w Q UTILITY PLAN X C/ \ W QR. O PN O Q J O y 0 M N 0 N O N ti z Q J n J O 0 0 0 00 0 N N O 70 U 0 0 0 0 00 0 N N O Md CONNECT TO EXISTING - '� \ \ \ WATER SERVICE, 2" X 2" \ \ ) TEE, 2" GATE VALVE •� �� \ J / 45° BEND ®\®1000 00 ®®®® 00 04'0000000 I II I I I I I I I I I I I I I I V I I I I I �I I I � IIIIIII I �I—t III I I I I I I I I 1 1 1 1 1 1 1 I l y l l I I III I I I I I I T I I I I I I I I I I I I I I I I I� I I ®P.Rq. IIII I I I II I I 1 1 1 1 \ 1 1 I 1— y -17 17 1-71-7-I�—I—I—r 1--1—I-1--1—I�P—I—I -- � I 91/0000 0000000000 00000000000000 �T \ 2" WATER SERVICE, HDPE DR 11, MIN. COVER 2 FT / FRENCH DRAIN, SEE SHEET L6.2 / I / 2" TO 1" REDUCER, 1" / CURB STOP AND BOXY - 1 L DRINKING FOUNTAIN I I I r \ 20 LF - 4" CONDUIT - MIN. 2' BURY MAINTAIN 18" SEPARATION I 20 LF - 4" CONDUIT, 2' BURY v I I \ 2 X2 TEE 2" WATER SERVICE HDPE DR 11, MIN. COVER 2' I I 2 X 2 TEE 45o BEND - // \ � MAINTAIN 18 SEPARATION 2" TO 1" REDUCER, 1" CURB STOP AND BOX I I I I FRENCH DRAIN, SEE SHEET L6.2 I I I I I --- � , — DRINKING FOUNTAIN — — —\ N\ O \ \ \\\ \ / I //, 450 BEND FRENCH DRAIN, SEE S „�� DRINKING FOUNTAIN 2 TO 1 REDUCER, 1 CURB STOP AND BOX _ — — STORNMATER REUSE POND \ \\ VAA \ \ x60 -YEAR HWL: 966.4 /// HIGH NWL: 962.0 r LOW NWL: 960.50/; / A \ A RnTTnnn F=l w- N 0 40 80 H: SCALE IN FEET wsb SCALE: DESIGN BY: AS SHOWN JF PLAN BY: CHECK BY: JG JF U) O U) Lu Z 0 a_ U Lu Lu ❑ O Q� w 2 U LU Z w w D Z �oaD zw<L J2 -z0 0>0 =zz � � H W Z Lu <,<zw = w z p O } O F15 LU U Q C/)_ w LL Q 0(/) �3:Wcr�W Lu U l 0 W � LuLL ma�v,o Lu wzcn w w J Lu 2 W J U) w Q UTILITY PLAN CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L7.1 X C/ W J W � O Q J O � J ILL U W O U U zLLJ~ z Q O = � U 2, Q ILLO Q fro Q >- L: elf O U CD MW W Lu 11..E CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L7.1 rl- 0 0 M N N O N rl z Q J a U Lu J Ly I J O 0 0 0 00 0 N N O C CL ca 'o 0 0 0 00 0 N N O Md IIIA II I� �I-t � III I I I I I I I I I I I I I I I I I l y l l / III II I ® II II ®I®I®I®I®I®I I I®I�I®I®I�I�-I�I�I®I� I�I®lelel I�I I'�I®I�i --- � mi 4, 5 SIJ \ o I SEE ENLARGEMENT v I ALT #1 r-- ALT #2 �100- I I I I ::77 _ \ CONDUIT WITH CONDUCTORS ° I E1.2 k, \\\ \ \ \\\ \ \ * ° r I I I �\\ I I I I \ Do / \\ \ I SEE ENLARGEMENT 2 d \ \ \\ \\\\ \ \ \ _ _ — — _ STORWVATER REUSE POND \\ AA \ \ \ x'60 -YEAR HWL: 966.4 HIGH NWL: 962.0 LOW NWL: 960.50l// / BOTTOM ELE��5,Z / / // ID SECURITY LIGHT I LOCATION CONDUIT STUB FOR FUTURE PARKING \ \\ \ \ \\ \ \� \ /i� \ LOT LIGHTING �\ VA \\V A v � /// / /// � v v v v v v v� � Xoe \ \ \ \ \ \\ \ \ LEGEND LIGHTING UNIT TYPE SPECIAL - CEILING MOUNTED LIGHTING UNIT TYPE SPECIAL - POLE MOUNTED HANDHOLE SERVICE CABINET TYPE SPECIAL CONDUIT WITH CONDUCTORS X LIGHT NUMBER AND FEEDPOINT x RECEPTACLE AND JUNCTION BOX GENERAL NOTES 1. COMPONENT LOCATIONS SHALL BE STAKED/MARKED IN THE FIELD FOR VERIFICATION BY THE OWNER. 2. LIGHT UNIT SHALL INCLUDE ONE CAPPED CONDUIT STUB OUT. N 0 40 80 H: SCALE IN FEET wsb SCALE: DESIGN BY: AS SHOWN JF PLAN BY: CHECK BY: JG JF U) O U) Lu z 0 a_ U Lu Lu 0 0 z o� � w X I— QLu U Z w z Lu D aD �o �eO zwQw� a�—zo O z J H U) u- fo 0 m: u H w zz J <zw U < ZLLJ �of0�Ow a U) Q w cn o N Q o co a�Lu w�w = 2i �ocnLcu)� ma�v,0 LU w wzcn W 2 or- � U Q w C) — O 0 J J LLO ELECTRICAL PLAN CLIENT PROJECT NO. xxxxxx WSB PROJECT NO. 022080-000 SHEET E1.1 X w J w �eO Q JO J J u- U W O U U ZLLJ Z Q _j O = 2i U Q LLO Q Q Z elf O U ( i'� MW W 1u 1 if CLIENT PROJECT NO. xxxxxx WSB PROJECT NO. 022080-000 SHEET E1.1 WE L0 N O co N N O N ELECTRICAL ENLARGEMENT - SHELTER / "I /I z/ / / / 1-1 / / / // // 11-1 O/ z/ Ile a / /L ELECTRICAL ENLARGEMENT - SHELTER / r LIGHTING SCHEDULE SYMBOL / FIXTURE / EACH LIGHTING UNIT TYPE SPECIAL LIGHTING UNIT TYPE SPECIAL LUMINAIRE: GWSO-HG 1 51 NGLE CEILING -MOUNTED 25 WATT / /L ELECTRICAL ENLARGEMENT - SHELTER / r LIGHTING SCHEDULE SYMBOL DESCRIPTION FIXTURE CO M PO N ENT DETAI LS EACH LIGHTING UNIT TYPE SPECIAL LIGHTING UNIT TYPE SPECIAL LUMINAIRE: GWSO-HG 1 51 NGLE CEILING -MOUNTED 25 WATT 4000 -UN -BZ RECEPTACLE LUMINAIRE 80 LED LIGHT FOUNDATION E MODI FI E EACH 1 4000K EACH 1 1.5" PVC CONDUIT DISTRIBUTION? 910 1 .461P LIGHTI NG TABULATION ITEM DESCRIPTION UNIT TOTAL LIGHTING UNIT TYPE SPECIAL EACH 1 LIGHTING UNIT TYPE SPECIAL EACH 1 SERVICE CABINET TYPE SPECIAL EACH 1 RECEPTACLE EACH 2 LIGHT FOUNDATION E MODI FI E EACH 1 HANDHOLE EACH 1 1.5" PVC CONDUIT LIN FT 910 1-1/C 8 AWG GROUND LIN FT 31725 N NOT TO SCALE LEGEND LIGHTING UNIT TYPE SPECIAL - CEILING MOUNTED LIGHTING UNIT TYPE SPECIAL - POLE MOUNTED HANDHOLE SERVICE CABINET TYPE SPECIAL — — — CONDUIT WITH CONDUCTORS X LIGHT NUMBER AND FEEDPOINT X 0 RECEPTACLE AND JUNCTION BOX GENERAL NOTES 1. COMPONENT LOCATIONS SHALL BE STAKED/MARKED IN THE FIELD FOR VERIFICATION BY THE OWNER. 2. LIGHT UNIT SHALL INCLUDE ONE CAPPED CONDUIT STUB OUT. LIGHTING SCHEDULE SYMBOL DESCRIPTION FIXTURE STANDARD COMPONENT DETAILS wJ w 235 WATT � LUMI NAI RE: ACUITY-DSXI-LED-P1-40K- O LIGHTING UNIT TYPE SPECIAL 80 LED 25' POLE MOUNTED 70CR1-T4M-MVOLT-SPA-PIR-DBLXD U SINGLE LED LUMI NAI RE ON 5" 4000K ON LIGHT CU z~z DIAMETER SQUARE STEEL POLE TYPE 4F DISTRIBUTION FOUNDATION DESIGN E MOD _j N NOT TO SCALE FD.PT.A 120/240 VOLT wsb SCALE: AS SHOWN PLAN BY JG Cn O Lu Z O a_ U U) Lu ❑ Lu Q o Z z O}w F -:E = of F �o_jw �woz a- < D p w Q LE ¢ z O >m _ 0 W Z U' D J Q<, Q Z LL= w Z 0 Lu } W OW � Q ILL (n - UL U) pZ W � W w a _ O ucj w imLU�(n0 Iwwwzcn Lu cr (If Lu O F J J DESIGN BY: JF CHECK BY: JF ELECTRICAL PLAN CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET E1.2 O z U_ J co N O N 0 0 ui Q X U)w wJ w � O Q� J O _j J LL U w O U CU z~z Q _j O = 2i U Q LLO Q Q Z 0� 0_ U 0 Mw W 1 1y L u CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET E1.2 O z U_ J co N O N 0 0 ui Q GENERAL 1. CONTRACTOR SHALL VISIT SITE PRIOR TO BID AND VERIFY THAT CONDITIONS ARE AS INDICATED. CONTRACTOR SHALL INCLUDE IN HIS BID COSTS REQUIRED TO MAKE HIS WORK MEET EXISTING CONDITIONS. 2. WORK, MATERIALS AND EQUIPMENT SHALL CONFORM TO THE LATEST EDITIONS OF LOCAL, STATE AND NATIONAL CODES AND ORDINANCES. 3. THE CONTRACTOR SHALL GUARANTEE THE INSTALLATION AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP WHICH MAY OCCUR UNDER NORMAL USAGE FOR A PERIOD OF TWO -YEARS AFTER OWNER'S ACCEPTANCE SHALL BE PROMPTLY REMEDIED AT NO COST TO THE OWNER. 4. THE CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY PERMITS AND UTILITY COORDINATION. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES PRIOR TO WORK. 6. SYSTEMS SHALL BE TESTED FOR PROPER OPERATION. IF TESTS SHOW THAT WORK IS DEFECTIVE, CONTRACTOR SHALL MAKE CORRECTIONS AS NECESSARY AT NO COST TO THE OWNER. •»9x611001 MATERIALS & CONSTRUCTION REQUIREMENTS 1. ALL MATERIALS SHALL BE UL LISTED. 2. LIGHTING UNITS SHALL CONFORM TO THE FOLLOWING: 1 a. POLE: i. SQUARE STEEL POLE - 5" IN WIDTH AND 25' IN HEIGHT ii. FOR MOUNTING ON A CONCRETE FOUNDATION iii. BLACK FACTORY FINISH iv. ACCOMMODATE THE MOUNTING OF THE LUMINAIRE 1 b. FIXTURE: i. BY ACUITY BRANDS: 1. DSX1 LED P1 40K 70CRI T4M MVOLT SPA PIR DBLXD 2a. FIXTURE: i. BY NEW STAR LIGHTING: 1. GWSO-HG-4000-UN-BZ 9. HANDHOLES INCLUDE HANDHOLE BOX, COVER, GRAVEL BASE, EXCAVATION, INSTALLATION, SEALING, BACKFILL, RESTORATION AND MISCELLANEOUS ACCESSORIES NECESSARY FORA COMPLETE INSTALLATION AS ACCEPTED BY THE OWNER. a. ALL HANDHOLES SHALL COMPLY WITH THE FOLLOWING: i. FIBER REINFORCED POLYMER MATERIAL ii. 12"x18"x18" TIER 8 BOX. iii. TIER 8 COVER WITH TWO BOLTS, LABELED AS SHOWN IN PLANS. iv. OPEN BOTTOM WITH MIN. 12' OF PEA GRAVEL BASE FOR DRAINAGE. 3. CONDUCTORS INCLUDE WIRING, INSTALLATION, SPLICING, CONNECTIONS, TERMINATIONS AND MISCELLANEOUS ACCESSORIES REQUIRED FOR A COMPLETE INSTALLATION AS ACCEPTED BY THE OWNER. 4. CONDUIT INCLUDES CONDUIT, DRAINAIGE TEES, SEALING, BELL ENDS, TRENCHING AND/OR DIRETIONAL BORING, BACKFILL, RESTORATION AND MISCELLANEOUS ACCESSORIES REQUIRED FORA COMPLETE INSTALLATION AS ACCEPTED BY THE OWNER. 5. ALL CONDUIT SHALL BE PLACED A MINIMUM OF 24" BELOW FINAL GRADE. 6. GFCI RECEPTACLES INCLUDES RECEPTACLE WITH INTEGRAL JUNCTION BOX AND METALLIC IN -USE COVER, MOUNTING EQUIPMENT, INSTALLATION, TESTING AND MISCELLANEOUS ACCESSORIES REQUIRED FOR A COMPLETE INSTALLATION AS ACCEPTED BY THE OWNER. 7. LIGHT FOUNDATION INCLUDES CONCRETE FORM, CONCRETE FOUNDATION, REINFORCING BARS, GROUND ROD AND BONDING COMPONENTS, ANCHOR BOLTS, NUTS AND WASHERS, CONDUIT STUBS, EXCAVATION, INSTALLATION, BACKFILL, RESTORATION AND MISCELLANEOUS ACCESSORIES REQUIRED FOR A COMPLETE INSTALLATION AS ACCEPTED BY THE OWNER. 7. LIGHTING UNIT INCLUDES LIGHT STANDARDS, LED LUMINAIRE, MOUNTING COMPONENTS, INTERNAL WIRING, FUSING, GROUNDING, PROGRAMMABLE DRIVER, INSTALLATION AND MISCELLANEOUS ACCESSORIES REQUIRED FORA COMPLETE INSTALLATION AS ACCEPTED BY THE OWNER. 8. SPLICING IN LIGHTING UNITS SHALL BE PERFORMED USING BURNDY UNITAP SPLICING HARDWARE OR APPROVED EQUAL. WIRE NUTS ARE NOT AN APPROVED METHOD OF SPLICING. 9. PROVIDE ADEQUATE CONDUCTOR LENGTH TO ENABLE SPLICE AND FUSE HOLDERS TO BE REMOVED FROM POLE HANDHOLE FOR MAINTENANCE. 10. PLASTIC END BELLS SHALL BE USED WHEN CONDUCTORS ENTER OR LEAVE A CONDUIT SYSTEM. 11. THE CONTRACTOR SHALL STAKE ALL FOUNDATION AND HANDHOLE LOCATIONS IN THE FIELD FOR OWNER APPROVAL PRIOR TO INSTALLATION. 12. THE CONTRACTOR SHALL COORDINATE THE PLACEMENT OF CONDUIT, HANDHOLES AND FOUNDATIONS WITH OTHER CONSTRUCTION ACTIVITIES IN THE AREA. 13. THE CONTRACTOR SHALL COAT ALL THREADED HARDWARE WITH AN APPROVED ZINC -BASED ANTI -SEIZE COMPOUND PRIOR TO ASSEMBLY. 14. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS TO THE ENGINEER FOR COMPONENT APPROVAL PRIOR TO INSTALLATION, SHOP DRAWINGS ARE REQUIRED FOR THE FOLLOWING: a. HANDHOLES, GFCI RECEPTICLES AND LIGHTING UNITS. N cn 0 co N O N O N wsb SCALE: AS SHOWN PLAN BY JG Cn Z O W ry Z 0 a_ a U U) Lu ❑ Lu Q o Z z Ow Qry, Lu LL 0 J Lu U z D 0 wDZ aQQ=) U) ° Of Q w w Q Q z O �mQ0w cn =zz _ w Z � D J Q< Q Z LL =L.uZo0 } U) w w c/)Q U _ w H of 3: w � w Lu U of 5 H � 0 U) LL m0�v,Co o ��LULU Lu O D J J DESIGN BY: JF CHECK BY: JF ELECTRICAL PLAN X U)w wJ nC Q C �O U OU z� Qw U = Q Q J Z �O Mw 0 W u L 1 1y O J J w U z O 75 �J CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET E1.3 O z U_ J co N O N 0 0 FEMME ■■■ MEMO ■■ MEN MEN ■ MEMO ■■■■■■■■■■■■■■■■■■■■■■■�■■■■■■■■■■■■■■■■■■■■■■ °° ° ° ° (D ■ 5009 5010 0 0 ° 0 J _w ww wZ �Q U-0 } ° o0(D OF tol, Now, ■■■■■■■■■■■■■ X00 1 ■ IIIIIIIII IIII ■ ■ IIIIIIIIIIIIIIIIIIIIIIIIIIIII ■ ■ ■ IIIIIIIIIIIIIIIIIIIIIIII '' IIIIIIIIIIIIIIILLE T I I I I I I I I: (D_ o o 0 0 oFPPF . ■� i ,9'''oP°oFP°PF_s,,, %M���i■■■■`►liil�S' J■ :■■■■■■ ■■■■■■■■■■■■■■■■■■■■I■■■■■■■■■■■■■■■� ■ J ■ _ (E>0 ° 0 ° wsb SCALE: AS SHOWN PLAN BY: JWR Z 0 CL CL U U) w 0 LU Q 0 0 Z DESIGN BY: JWR CHECK BY: JWR o� LU W } _ _U w ow 0-0�Qo 0 Q2—c~j0 0 z d m Q w U fn C, = z U J = w — F- "' z Qd S W Q w Z a- o ~ a_ O H U LLU)cnU)Q H Q Z U) w�wQw U � � J H �oc)LCL, w m w (/)o LU Ofofww� S � of U Q w — o Fn J J IRRIGATION PLAN X U) w LU J Q �O LL U OU zF- LU U = 2 Q Q J Q Z �O LU Cg m w O J J LU U z O 2 ILLO An u CLIENT PROJECT NO. WSB PROJECT NO. 022080-000 SHEET 111�11111111111111111111111111111111111111111111111111111111111111111111111111111111111;;;;;!!!!!!!!!l;;;;;;iiiiiiiiiillllllllllllllllllllllllllllllllllllllllllllllllll 11 FF i Mill o �J o ° ° ° M111 M111° o — L� IME L,_j L ME MIN IME�z �z L � �- �- V -Z MIN MlE Mill ME MillME IME ME MINME MEME ME ME ME_ME Q mmm ME H M IME W mmW IME 5 W WMIN 0 � 0 ME Q MINQ ME J J ME ME Z Lu Lu WIm LVMIN Z_ ME Z ME J �I J I♦ 4 ME MlI ME Q Q _ WE No ME No ME ME ME EM PLACE 6" SHUT OFF VALVE AND TWO -WIRE no PATH IN VALVE BOX AT THIS LOCATION FOR so FUTURE EXPANSION. FIELD VERIFY FINAL Im PLACEMENT WITH OWNER'S REPRESENTATIVE. 400GPM _ V.90PSI O MIN ME MIN Mill O ME Mill ME ME ME ME O MIN ME ME ME ME ME 0 101111 MIN MIN MIN ME ME MIN PLACE 6" SHUT OFF VALVE AND TWO -WIRE PATH IN VALVE BOX AT THIS LOCATION FOR O FUTURE EXPANSION. FIEI n VER::', FiNAL PLACE v'EN i WITH OWNER'S ME REPRESENTATIVE. ME O ME MIN IME( n 1 / m IME ME MIN CONNECT TO EXISTING 6" SHUT OFF VALVE & TWO -WIRE PATH AT THIS APPROXIMATE LOCATION. EXTEND TWO -WIRE PATH ALONG WITH MAIN LINE - TYPICAL. MIN MIN Mill IIIIIIIIIIIN IIIIIIIIIIIN ME ME ME ME ME m ME ME M111 M111 ME ME ME !!!!Illlllllllllllllllllllll�llllllwlll 111:11111111111111111111'llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll 1 Millo Mill M ° MATCHLINE ENLARGEMENT'B' o ME ME MIN ME MINME ME ME I• ME ME ME ME ME ME ME ME ME ME ME N ME IME MIN ME ME MIN 0 40 80 Mill H: NO SCALE IN FEET ME ME ME 1111111111111111111111111111111111111� wsb SCALE AS SHOWN PLAN BY JWR U) O U) Lu Z 0 it 0 Lu 0 Lu 0 I DESIGN BY: JWR CHECK BY: JWR z 0>- F LU U W _ Lu Z o d 0 Q z U)0<, Q�—vo O z amQlw-w U CA C = = Z J Q Q W LL =wzaO ��OQuj U u- U � Q H Q z u Qf3�w w U 0, � J i O cn 0 w mwU)0 LU Of w�ww Lll Q IRRIGATION PLAN ��^^ X VJ W W 75J Q �O LL U 0c) Z QW = J U = Q Q J Q Z O W CD m W O J J W U F_ Z O 2 A, CLIENT PROJECT NO. WSB PROJECT NO. 022080-000 SHEET 111111111jlllllllllllllllllillli1:11111 0 \0 m p m m m m m m mm m m m mm mm m� m m m mm mm mm MATCHLINE ENLARGEMENT'A' IIIIIIIIIIIIIIIIII�IIC11111111111111111111111111111111111111111111111111111111111111111111 MATCHLINE ENLARGEMENT'B' 1111111111111111111111111111111111111111111111111111111111111111111111111111 MATCHLINE ENLARGEMENT'C' MATCHLINE ENLARGEMENT'B' W,q h SCALE: AS SHOWN PLAN BY JWR w Q 0 DESIGN BY: JWR CHECK BY: JWR z O� U_ W w } _ c)0 1111111111111111111111111111111111111� d Q z U, Ow Q Q Q >2 —Q U O O z J d m UO) E U Cn0H=z 2 w U — J Q Q W LL = w z w O ~ O H U Q cl) < w w z LLJa- U a� Z) J H la } 0 (/) LL m U 0 LU w LU or� Lo of U w Q 2 Q — O J J 0 KC a � 0 � 0 KC m \ 0 � 0 � W,q h SCALE: AS SHOWN PLAN BY JWR w Q 0 DESIGN BY: JWR CHECK BY: JWR z O� U_ W w } _ c)0 Z) � w o w d Q z U, Ow Q Q Q >2 —Q U O O z J d m UO) E U Cn0H=z 2 w U — J Q Q W LL = w z w O ~ O H U Q cl) < w w z LLJa- U a� Z) J H } 0 (/) LL m U 0 LU w LU or� Lo of U w Q 2 Q — O J J 0 IRRIGATION PLAN r/^'� X VJ W \W J i Q �O LL U 0(_) z� Qw = J U = Q Q J Q �z O wo m Nw n/ O J J W U F - z O 2 CLIENT PROJECT NO. WSB PROJECT NO. 022080-000 SHEET MATCHLINE ENLARGEMENT'C' A \ ���������������������������������������������������������������������������� IIIM�IIIII�llllll�llllll,�i11111��►111,��`���������������������������������������� ������������ KC MATCHLINE ENLARGEMENT'F' m 0 � � 0 6 � 0 6 � 0 6 � 0 ® � 0 6 � 0 6 KC m 0 6 m 0 6 m 0 6 m Lu 0 W 0 6 PROVIDE KIFCO CONNECTION POINTS AS (D 0 0 DETAILED. FIELD VERIFY FINAL LOCATIONS ry 0 6 WITH OWNER'S REPRESENTATIVE. PROVIDE Q B A MINIMUM OF 48" OF SLACK IN TWO -WIRE = Z 0 B PATH AT EACH LOCATION - TYPICAL ALL Lu W 0 B LOCATIONS. = z e 0 0 _ 0 F 0 6 KC 75 0 6 0 � e � 0 8 m ® 6 0 8 m 8 m m e m 8 m m 8 m e m m � m e m e m m m m m � m � m � m � m � m � m � m � m � m � m � m � m � m � m � m � m � m m m m m m � m � m m m m m m m m N � m � m � m � 0 40 80 SCALE IN FEET WSJ SCALE: AS SHOWN PLAN BY JWR w Q 0 z O>- w U_ WUJ } _ wo w d 1 Q D u Ow Q Q Q : — U O J � m 2 FLU uuj) Z 2 _ Ui z H U Z � � � Q 11 Q w =wzw0 ~a- U H O U-cc10 n1Q w<z w }0u)EDw mwHWO ��w zcn w Lu 2 O� 2� U Q - O 0 J J DESIGN BY: JWR CHECK BY: JWR IRRIGATION PLAN X U) W W J � W Q �O LL U 0c) z� QW = J U = Q Q J Q �z O Wo 00 W O J J W U F_ z O 2 CLIENT PROJECT NO. WSB PROJECT NO. 022080-000 SHEET MATCHLINE ENLARGEMENT'C' MATCHLINE ENLARGEMENT'E' 80 iiia FEET Wqh SCALE: AS SHOWN PLAN BY: JWR Cn z O \� LU N W H Q 0 Z DESIGN BY: JWR CHECK BY: JWR IRRIGATION PLAN X U W W75J � W Q �O LL U 0c) z� Qw = J U = Q Q J ry Q �z O LU (D 00 W ry O J J W U F - z O 75 IIAO F- C) CLIENT PROJECT NO. WSB PROJECT NO. 022080-000 SHEET 20X14 JUMBO — PLASTIC VALVE BOX AND COVER. KBI BTU 'V' THREADED TRUE UNION BALL VALVE WITH SCHEDULE 80 NIPPLES. SET BOX FLUSH TO GRADE AT TURF. TWO WIRE PATH WITH 36" OF SLACK AT ALL NEW VALVE BOXES. SET VALVE 4" – 5" BELOW TOP OF BOX. 6X2X16 CONC. BLOCK CAPS,— ONE EA. CORNER (4 TOTAL). STABILIZE SWING JOINT/CAM LOCK WITH RE -BAR. SCHEDULE 80 RISER. /0'1 qHl IT OFF VAI \/F \A// r.AK/I I nrK 10" JUNCTION BOX —\ PAIGE GROUNDING ROD OR PLATE WITH PRE -WELDED INSULATED CONDUCTOR. INSTALL PER CODE. UF<ANULAK UKAINAUI= IVIAI tKIAL BL-LA01 LIGHTNING ARRESTOR 1 1/2" = 1'-0" 2'x2'x2' VALVE ANCHOR NOTES: 1. 4" MINIMUM PIPE SIZE FOR THRUST BLOCKS 2. MIN. THRUST BLOCK SIZE SHALL BE 2 CU. FT THRUST BLOCK DETAIL 3/8" = 1'-0" TWO -WIRE PATH 32 8409.76-16 BASELINE BI -CODER - ZIP TIE TO LIP OF VALVE BOX VALVE BOX AS SPECIFIED WATERPROOF SPLICE KIT - 3M DBR/Y-6. APPLY LIQUID ELECTRICAL TAPE TO WIRE/WIRE NUT DURING INSTALLATION. ORIENTATE AND SECURE VERTICALLY IN VALVE BOX. BRICK SUPPORTS - 4 CORNERS 32 8409.79-04 RECTANGULAR VALVE BOX RESILIENT WEDGE GATE VALVE WITH JOINT RESTRAINTS - FINISH GRADE 2" SQUARE OPERATING NUT FOUR BRICK SUPPORTS IRRIGATION MAIN LINE 12"x12"x*" CONCRETE ANCHOR NOTES: 1. INSTALL VALVE PER MANUFACTURES SPECIFICATIONS AND RECOMMENDATIONS ISOLATION VALVE 1" = 1'-0" FX -IR -FX -SHUT -03 W,q h SCALE: AS SHOWN PLAN BY: JWR U) z O W LuLu L.I_ z 0 U uj w 0 w Q 0 0 z Z O U_ w W } _ LL 0 J ~ z0� w D o w d 0 Q z u Ow Q Q Q 2 — U O J M 2 ~ Z _ 02 U Z Q LL Q a LLu 0 = w z a- 0 O ~ U H � 0 cn IQ Q > 0 U) 3:Lu w w U � D J H pLu LL mwHC/)O ��w zcn Lu Lu 2 o U Q O E J J DESIGN BY: JWR CHECK BY: JWR IRRIGATION PLAN X U)w wJ Q �75O LL U 0c) z� Qw = J U = 75; Q Q J ry Q �z O LU (D mw ry O J J Lu U F_ z O 75 O I— VI CLIENT PROJECT NO. 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'��.f Y Fr=' -e. , 'rM,-�'_ - :.•��c_,:£•x^�" J1 !�' •,t .�,r! .�:.Y_�lir e�y:.. ,:���r� Y�y.=-� �:,N ,,;[��.-ems - - • , b +x �- j'i�� �'G��`- +X= � b.'.+.+t �: y,•±ff-�. .. .'.` ��.]i%.dn"r.:rw (2)EXISTING MULTI-PURPOSE FIELDS 1 1 1 1 1 1 1 1 I 1 (8) EXISTING ACCESSIBLE PARKING SPACES ON BITUMINOUS PAVEMENT EXISTING GRAVEL PARKING LOT I I I I I I I I I I I I I I I I I I i �IIIIIIIIIIIIIIII�IIIIII ------------------ EXISTING PARK ENTRANCE 1 (EXISTING IRRIGATION MAIN 1 II 1--------------------------�I PARK BOUNDARY (115 AC) WI - ZI--------------- LU ADJACENT LAND USE: Q ;i AGRICULTURAL p 1 EXISTING 'I FUTURE BALLFIELD 01 MULTI-PURPOSE Ij FUTURE 01 FIELDS 'I PARKING 1 „ V 1 1 'I m1 I---------------- ---------------- CITY - CITY OF MONTICELLO i 'I I Signature Printed Name & Title Date 1 I ii 1 L — — — — — — — — — — — — — — — — 1 1 FUTURE FUTURE 1 BALLFIELDS BALLFIELDS 1 1 EXISTING POND (�l I FUTURE RECREATION 111111 FIELDS HOW ADJACENT LAND USE: BERTRAM CHAIN OF LAKES REGIONAL PARK FUTURE RECREATION FIELDS ..tet..._ � 1 1 1 i 1 1 LEGEND OWNED PROPERTY BOUNDARY (x ACRES) PROPOSEDIMPROVEMENTS EXISTING TO REMAIN EXTEND IRRIGATION MAIN EXPAND GRAVEL PARKING LOT (+145 SPACES) (5)ACCESSIBLE PARKING SPAC ON BITUMINOUS PAVEMENT EXISTING PUMP STATION 1 PICNIC AREA WITH SHELTER EXTEND IRRIGATION MAIN TWO- WAY GRAVEL ROAD CANOPY TREES (TYP.) BERM (TYP.) ONE-WAY GRAVEL ENTRANCE ROAD GRAVEL TRAIL ADJACENT LAND USE: BERTRAM CHAIN OF LAKES REGIONAL PARK CAMPGROUND CONCRETE PAD WITH BENCH, WATER FOUNTAIN, AND TEMPORARY RESTROOMS (7)ACCESSIBLE PARKING SPACES ON BITUMINOUS PAVEMENT GRAVEL PARKING LOT (+300 SPACES) LONG LAKE Recreation Site Plan - Bertram Chain of Lakes Regional Athletic Complex Monticello, Minnesota February 09, 2022 1 WSB Project number: 019744-000 149 11 141 N r 11 0' 150' 300' 600' Scale in Feet wsb City Council Agenda: 8/14/2023 4B. Consideration of authorizing the solicitation of a request for proposals for a construction manager for the construction of a new public works facility Prepared by: Meeting Date: ❑ Consent Agenda Item Public Works Director/City Engineer 8/14/2023 ❑x Regular Agenda Item Reviewed by: Approved by: Community Development Director, City Administrator Finance Director ACTION REQUESTED Motion to authorize solicitation of a request for proposals for a construction manager for the construction of a new public works facility. PREVIOUS COUNCIL ACTION November 8, 2021: Authorized the purchase of parcels 213100151400 and 213100153100 for a new public works facility. September 26, 2022: Authorized the solicitation of proposals for professional services for the New Public Works Facility project. November 28, 2022: Authorized Oertel Architects to provide professional services for the construction of a new public works facility. REFERENCE AND BACKGROUND The long-term facility needs for the public works department has been a goal for the City of Monticello for more than a decade. In addition, the City Council identified it as a priority project during the strategic planning sessions in 2021 and again in 2023. The City's current public works facility is located at 909 Golf Course Road. It was originally constructed in 1975, and the most recent addition was added in 1995 for vehicle storage. The facility is showing its age with repair costs, and the configuration of the site limits expansion possibilities. A 2007 needs study recommended construction of a new facility at a new 20-30- acre location to allow adequate space for future expansion opportunities. In 2019 the assessment was updated to include more recent data and retained the recommendation to build a new facility. In addition, the City completed a 2022 assessment confirming the existing facility would require a significant investment in repair and maintenance costs to remain a functional location. After reviewing the assessment, City Council directed staff to pursue a new facility site. City Council Agenda: 8/14/2023 Meeting the site size requirements necessitated a site search in the community. Following the most recent review of two locations, one in Otter Creek Industrial Park and the other near the water tower on School Boulevard, the City Council authorized the purchase of approximately 70 -acres with a portion of the property expected to be utilized for a new public works facility. With a site secured, the City contracted with Oertel Architects to provide architectural services. Oertel has been working to reconfirm the 2019 needs study based on population growth trends and existing and proposed department size. The request for proposals and contract with Oertel Architects assumed that the City would secure a construction manager for delivery of the project. A construction manager will assist the City with pre -construction and construction services. The pre -construction services would include assisting with development of the plans, specifications, and cost estimates. In addition, the construction manager will assist with finding ways to achieve the highest quality construction and recommend alternative construction options to achieve cost savings during the design phase. During the construction phase, the Construction Manager will actively work through project management, coordination, and timelines. The construction manager will be responsible for the construction of the project and will coordinate with the architect, contractor(s), and the City to ensure delivery of a product meeting the City's expectation for design and cost. A draft Request for Proposals is included, providing a detailed scope for the Construction Management services. It provides flexibility allowing for prospective firms to submit proposals for either "at -risk" or "as advisor." However, if the City Council prefers to pre -determine the type of construction manager to utilize for the project, the RFP can be adjusted to fit that model. • The current agreement with Oertel Architects anticipated the use of a Construction Manager At Risk (CMAR). With this method, the construction manager is part of the design process to help establish accurate costs and guides development of the plans with a perspective based on eventual construction. In this model, the construction manager provides a maximum project cost and holds all contractor/subcontractor contracts. • The current agreement can be modified if Council would prefer to use a Construction Manager as Advisor (CMA). This still includes a construction manager participating in the design process and helping to establish accurate costs, but the CMA would act in an advisory capacity during construction rather than acting on the City's behalf. If authorized to release the RFP, staff expects to review submittals and conduct interviews with finalists early this fall. The construction manager would be selected based on a combination of qualifications and price with final City Council selected anticipated in October. City Council Agenda: 8/14/2023 Budget Impact: The 2023 budget includes $5,000,000 in anticipation of the beginning steps of the project commencing. However, the budget is offset by bond proceeds which, due to timing of the project, will not be issued in 2023. There is currently $400,000 set aside in a PW Facility sub -fund to be used for this type of preliminary work (including the architect services) prior to construction. Staff Workload Impact: City staff will be involved throughout this project. III. Comprehensive Plan Impact: The planning for the Public Works facility is a result of the 2040 strategy "Regularly conduct evaluations and needs assessments of the Public Works facility and other City buildings." STAFF RECOMMENDED ACTION The construction of a new public works facility is a significant investment for the City of Monticello. Based on the current timeline, staff recommend proceeding with issuing a request for proposals to begin the process of selecting a construction manager for the project. This type of service is an investment in the design and construction of projects of this scope and magnitude. However, staff will defer to the Council if the elected officials prefer additional discussion about the preferred type of construction manager or best time to incorporate them into the process. SUPPORTING DATA • Draft RFP Document • Project Delivery Memo MonLtii�c�do REQUEST FOR PROPOSALS FOR CONSTRUCTION MANAGEMENT SERVICES FOR A NEW PUBLIC WORKS FACILITY SECTION 1: GENERAL INFORMATION Contract Administration All persons or firms who download this RFP are requested to register their name and email address by sending an email to matt.leonard@ci.monticello.mn.us. Any revisions or corrections to this RFP after it has been advertised will be communicated to those registered RFP holders. Failure to register your contact information is at your own risk. A proposal will not be considered if it fails to include all requested information as detailed in this original RFP and any subsequent modifications. Acceptance of Proposal Contents The contents of this RFP will be included as part of the contractual obligations if a contract ensues. All information in the proposal is subject to disclosure under the provisions of Minnesota Statutes Chapter 13 — Minnesota Government Data Practices Act. Project Overview The City of Monticello intends to obtain the services of an experienced construction management firm to assist the City with Phase 1 (pre -construction) and Phase 2 (construction) services. The City seeks to employ a team with experience in this type of facility and a successful history of collaborating on the same or similar type of project. Feasibility studies were completed in 2007 and 2019, and property was acquired in 2021 for the construction of a new facility. Since the most recent feasibility study, the City completed an internal reorganization, creating a new Parks and Recreation Department currently housed out of a separate facility as well as incorporating a facilities maintenance department into Public Works. The impact of this change is being considered in the design and adaptability of the new facility. Oertel Architects has been selected as the project architect for the new facility. The construction manager will aid during the design phase of the project as well as act asthe construction/project manager through construction and warranty. Initial studies indicated a new facility should be approximately 100,000 square feet. The building will permanently house the following divisions of public works: Request for Proposals New Public Works Facility Page 2 of 8 -------------------------- Water/Sewer • Streets • Shop/Garage • Facilities Maintenance • Engineering In addition, the facility will need to accommodate specific needs of departments not operating out of the building day-to-day, including seasonal storage for parks equipment and capacity for local elections and to accommodate a citywide IT server location. SECTION 2: OVERALL SCOPE OF SERVICES The services required of the consultant are anticipated to begin in Fall 2023 with construction starting in spring 2024 for completion in 2025. The City is considering either Construction Manager as Advisor or Construction Manager At -Risk. Therefore, all respondents should be prepared to discuss their experience on public projects with both types of Construction Manager services and the benefits and potential issues of each method. The City reserves the right to select a CM without designating the ultimate form of service and shift to or from either model after retaining the Construction Manager. The following are general work tasks and deliverables that shall be included in the consultant's scope: Phase 1 (Preconstruction) Scope: • Assist with development of plans, specifications and cost estimates, as needed • Coordinate all permitting requirements, review compliance with local and state codes • Attend design review and Design Team meetings • Provide value engineering and constructability reviews for civil, structural, mechanical and electrical systems to ensure project budget and design standards are maintained. • Provision of timely and accurate information, cost and time estimates and participation in decisions regarding construction materials, methods, systems, phasing and costs to achieve the highest quality construction and facilities within the budget and schedule • Provision of information to informCity and A/E of current construction market, bidding climate, status of key sub -contract markets and other local economic and weather-related conditions • Assessment and recommendation of alternative construction options to achieve cost savings Request for Proposals New Public Works Facility -------------------------- Page 3 of 8 • Recommendation of division of work to facilitate bidding and award of trade contracts including factors such as bidding climate, weather, accelerating milestones and related issues • Recommendation of appropriate number of bid packages including sub- contractor bidding, bid phasing and identification of any elements of the Project that may require special procurement processes including but not limited to the prequalification of bidders or qualifications -based selection • Assist in preparing advertisements for bids • Develop and coordinate all bid packages • Assist in responding to bidders and receiving and evaluating bids • Provide recommendations for accepting bids and awarding contracts Phase 2 (Construction) Scope: • Assist in award and execution of construction contract documents • Schedule and lead pre -construction meeting(s) • Identify and recommend procurement of long lead items • Coordinate required approvals from local and state code and regulatory agencies • Establish and maintain a project financial status reporting system • Coordinate work between contractors and consultants • Administer the construction contract in conformance with the requirements set forth in the Plans and Specifications • Conduct weekly construction progress meetings with the City, Design Team, Contractors, affected outside Agencies, and other consultants to discuss matters such as procedures, progress, problems, and scheduling. Prepare and distribute meeting agenda and minutes • Review and process all shop drawings, project data, samples and other submittals. Establish and implement procedures for expediting the processing and approval • Coordinate submittal review with the Design Team and City Departments • Coordinate and schedule construction surveying • Coordinate testing requirements and scheduling of material testing and inspections; ensure reports are provided to City Department of Building Safety & Code Enforcement • Develop, monitor, and enforce construction schedules • Process partial and final pay requests Request for Proposals New Public Works Facility -------------------------- Page 4 of 8 • Analyze, negotiate, and recommend change orders, if needed • Prepare project reports and schedules • Develop and implement quality assurance and control plans • Maintain record documents • Assist in substantial and final completion inspections and preparation of punch lists • Certify contractor payment applications • Coordinate construction site safety program • Oversight of the occupancy process • Provision of warranty plan services • Communicate as required with local officials and regulatory agencies • Provide close out documentation to the City of Monticello within 180 days of substantial completion • Assist with project coordination extending through the warranty period Fee Summary • Proposals must include separate lump sum fee proposals for Phase 1 and Phase 2 services. • Proposal fees must include all costs anticipated to be incurred by the CM to complete Phase 1 and Phase 2 services including costs related to meals, travel, mobilization, attending meetings, etc. SECTION 3: PROPOSALS The proposal shall contain the information summarized below. Additional information is allowable if directly relevant to the proposed project. Proposal Format The submittal should follow the Table of Contents listed below: 1. General Information 2. Project Understanding 3. Project Approach 4. Proposed Project Team and Experience 5. Schedule 6. Additional Information (as deemed necessary by Proposer) 7. Detailed Fee Schedule 8. Insurance Certificate A brief description of each section is included below. 1. General Information Request for Proposals New Public Works Facility -------------------------- Page 5 of 8 General information and a brief history of the CM's firm. Include similar information on key subconsultants, if any, proposed for the project. 2. Proiect Understandin A summary of the CM's understanding of the work. 3. Prosect Approach Provide specific approaches, methods, and assumptions that will be utilized to accomplish the development of this project, including each work phase. 4. Proposed Prosect Team and Experience ■ Identify the key project team members and describe their specific roles on the project. Include key team members from sub -consultant firms if any. ■ Describe relevant experience and provide information on at least three (3) reference projects completed in the last five (5) years. Provide references and contact information. ■ Include one-page resumes only for key members of the project team, including field personnel. ■ Include specific descriptions of proposed team members' roles on reference projects. Provide a contact name and information for each of the projects. 5. Schedule A proposed schedule from project initiation to final completion. The schedule should include a listing of key tasks within each phase, key milestones and approximate dates, and deliverables. 6. Additional Information Include any other information that is believed to be pertinent, but not specifically requested elsewhere in this RFP. 7. Detailed Fee Schedule The consultant cost should be separated out as follows: a. Proposed costs for each scope of work for the project as listed in Section 2. b. Hourly rates for all consultant employees who are expected to work on this project. These rates shall be the agreed upon costs for any additional services requested by the city, above what is detailed in the scope of this RFP. c. Reimbursable costs including detail of service or item and applicable charge per unit. d. Not to Exceed cost for the project. 8. Insurance Certificate Indicate ability to provide all necessary insurance certificates. SECTION 4: CM SELECTION Request for Proposals New Public Works Facility -------------------------- Page 6 of 8 Proposals will be reviewed and evaluated by a team of city staff using the following criteria: 1. CM firm and key project staff experience with similar projects 2. Understanding of technical issues and sound technical expertise 3. Proven track record of successfully completing similar projects. Successful experience of both the firm itself and the individual team members will be considered 4. Proposed approach to completing the project 5. Proposed CM cost Following review of the proposals, the City may ask firms to make a presentation to city representatives, including the City Council. Final selection of a consultant will be made by the Council with a contract negotiated as follows: 1. If, for any reason, a firm is not able to commence the services in that firm's Proposal within 30 days of the award, the City reserves the right to contract with another qualified firm. 2. The City shall not be liable for any expenses incurred by the consultant prior to the signing of a contract including, but not limited to, the Proposal preparation, attendance at interviews, or final contract negotiations. 3. The Proposal must be signed in ink by an official authorized to bind the consultant to its provisions that will be included as part of an eventual contract. The Proposal must include a statement as to the period during which the Proposal remains valid. This period must be at least 90 days from the date of the submittal. 4. The City reserves the right to reject any and all proposals submittals, waive all technicalities, and accept any proposal deemed to be in the city's best interest. 5. Proposers are solely responsible for delivering their proposals to the city before the deadline. Any proposal received after the deadline will not be considered. SECTION 6: SCHEDULE During the evaluation process, the City shall reserve the right to request additional information or clarifications from a vendor, or to allow corrections of errors and/or omissions. The tentative schedule for the CM selection process is set forth below; however, the City reserves the right to modify this schedule as necessary. Respondents may submit written questions and requests for clarification via email to matt.leonard@ci.monticello.mn.us for consideration at the optional pre -proposal meeting. A pre -proposal meeting will be held at 2:00 PM on September xx 2023 at the City Hall, located at 505 Walnut Street, Monticello. Event Date RFP Available for Distribution Request for Proposals New Public Works Facility -------------------------- Pre -proposal meeting 2:00 PM Deadline for RFP Questions RFP Responses Due Review of RFP's Completed Short list -firms notified and interviews schedules Interviews of Short -Listed Finalists (if necessary) Evaluation Committee final decision Anticipated City Council Recommendation SECTION 6: CONTRACT TERMS AND CONDITIONS Page 7 of 8 Upon selection of a consultant, an Agreement or Contract for Services, attached to this RFP, shall be entered into by the city and the CM. It is expected that the contract will provide compensation for actual work completed on a not to exceed basis as well as the following conditions: 1. Deletions of specific itemized work tasks will be at the discretion of the City. Payment or reimbursement shall be made based on tasks that have been satisfactorily completed. Billing that exceeds the not to exceed amount will not be compensated unless a contract amendment has been approved in advance by the city. 2. The city shall retain ownership of all documents, plans, maps, reports, and data prepared under this proposal. The City shall be provided hard copy and digital documents throughout the project. 3. If, for any reason, the consultant is unable to fulfill the obligations under the contract in a timely and proper manner, the City shall reserve the right to terminate the contract by written notice. In this event, the firm shall be entitled to just and equitable compensation for any satisfactory completed work tasks, as determined by the City Engineer. 4. The consultant shall not assign or transfer any interest in the contract without prior written consent of the City. 5. The consultant shall maintain comprehensive general liability insurance in accordance with Section 466.04 of the Minnesota Statutes. 6. The consultant shall defend, indemnify and hold harmless the City of Monticello, its officials, employees and agents, from any and all claims, causes of action, lawsuits, damages, losses or expenses, including attorney fees, arising out of or resulting from the consultant's (including its officials, agents, subconsultants or employees) performance of the duties required under the contract, provided that any such claim, damages, loss or expense is Request for Proposals New Public Works Facility -------------------------- Page 8 of 8 attributable to bodily injury, sickness, diseases or death or injury to or destruction of property including the loss of use resulting therefrom and is caused in whole or in part by any negligent act or omission or willful misconduct of consultant. 7. The consultant contract shall be governed by the laws of the State of Minnesota. 8. Project summaries shall be submitted with each invoice during the course of the project. Each summary shall detail the amount billed to date, work items that need to be completed, the estimated costs to complete these tasks and the projected timeline for the completion of the project. Invoices submitted to the City shall include a detailed breakdown of times, personnel, mileage, etc. chargeable for that period. SECTION 7: CONCLUSION AND SUBMITTAL Any requests for additional information needed for the preparation of the proposal should be directed via email to Matt Leonard at matt.leonard@ci.monticello.mn.us. All questions must be received before 4:30 pm, September ??, 2023. No responses will be provided for questions received after that time. Please provide one electronic (pdf) copy of the proposal for the evaluation process. Proposals will be accepted until 11:30 a.m. on September ??, 2023. Attachments: Additional reference material to be provided to registered applicants. CITY OF • Mo iceno PUBLIC WORKS Date: August 10, 2023 To: Monticello City Council Rachel Leonard, City Administrator From: Matt Leonard, PW Director/City Engineer Re: Project Delivery Options- New Public Works Facility Minnesota state statue 471.345 requires cities to utilize a competitive bidding process for construction projects greater than $175,0000. This competitive bidding process can be met either by utilizing a competitive bidding process or by utilizing best value contracting. Competitive Bidding Process The traditional competitive bidding process is typically as follows: • Engineer or purchasing agent prepares plans and spcifications. • A request for bids is placed in the city's official newspaper and an approved trade journal depending on project size. • City Council may award the project to the lowest responsible bidder General CantTOCfaf (GC) Proc ess rSQ'�fi�M�ll�l!!44!M�r T 5 q x 54 l{ 4nh{�4'4es are L n'[no»n Figure 1 Best Value Process Best value contracting may also be utilized. This process allows city's to issue a request for proposal process and select a contractor based on performance factors along with price. The common delivery method for best value contracting include: • Construction Manager —as Advisor • Construction Manager —at Risk • Purchasing Cooperative similar to Sourcewell Construction Manager As Advisor For a Construction Management as Advisor, (CMA), project delivery process the construction manager is brought in during design as a member of the project team early on in project development typically. They will assist with helping establish accurate project costs and be a techinical resource to the other members of the design team. Once the design is completed construction manager will assist with bidding out all of different trade contracts for the city and each trade contractor will contract directly with the city for their portion of the project. The CMA will assist the city in coordinating these various contracts. A graphic showing this method can be found below. CMM rroce$$ (Cernlrucilon mariagef 03 AdV60r) ` fk4C,uk,6MlHlf�ilbOENG , ., . •eeeeN Figure 2 Construction Manager at Risk For a Construction Management at Risk, (CMAR), project delivery process similar to the CMA process the construction manager at risk contractor is brought in as a member of the project design team early on in project development process. They will also assist with helping establish accurate project costs and be a techinical resource to the other members of the design team. The major difference the CMAR and the CMA is that once the design is completed construction manager at risk will prepare a maximum project cost and will guarantee that price and the construction manager will hold all of the subcontractor contracts. CMAR fro-ccvs (ConsmmHoo manager al Era) DWNER ARt I'�EE�� Cf.SAR l�- a ANNOY Figure 3 Purchasing Cooperative A purchasing cooperative that the city has utilized on previous project is the Sourcewell system where a master contract is publicly bid and city's can utilize these master contract unit prices for many different types of improvement projects. ,yGNT COGy�. f9r R 5 G4/`r Monticello Monthly Report 2023 Wright County Sheriff's Office Sheriff Sean Deringer 3800 Braddock Ave. NE, Buffalo, MN 55313 1-800-362-3667 Fax:763-682-7610 QPpFE55I0NA�rS Printed on Auaust1 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 911 Abandoned Total: 2 911 07/03/2314:11 911 Abandoned 2023059315 911 07/29/23 02:52 911 Abandoned 2023067982 911 911 Abandoned; Civil Complaint Total: 1 911 Hang-up 07/15/23 11:01 911 Abandoned; Civil 2023063452 911 911 Abandoned; Domestic Disturbance Total: 1 911 Hang-up 07/20/23 02:20 911 Abandoned; 2023064867 Domestic Disturbance WP23018265 911 911 Abandoned; Fireworks Total: 1 911 Hang-up 07/02/23 22:47 911 Abandoned; 2023059144 911 911 Hang-up Total: 28 07/01/2318:24 911 Hang-up 2023058679 911 07/02/23 09:28 911 Hang-up 2023058876 911 07/03/2312:08 911 Hang-up 2023059271 911 07/03/2319:09 911 Hang-up 2023059444 911 07/04/23 22:11 911 Hang-up 2023059799 911 07/05/23 12:13 911 Hang-up 2023059959 911 07/05/23 22:28 911 Hang-up 2023060157 911 07/06/2318:32 911 Hang-up 2023060426 911 07/07/23 06:51 911 Hang-up 2023060537 911 07/08/23 19:49 911 Hang-up 2023061145 911 07/09/23 22:27 911 Hang-up 2023061499 911 07/11/23 03:26 911 Hang-up 2023061912 911 07/11/23 07:26 911 Hang-up 2023061937 911 07/12/23 05:45 911 Hang-up 2023062300 911 07/12/2313:24 911 Hang-up 2023062433 911 07/13/2313:23 911 Hang-up 2023062757 911 07/14/23 09:33 911 Hang-up 2023063032 911 07/15/23 14:31 911 Hang-up 2023063509 911 07/15/23 15:17 911 Hang-up 2023063526 911 07/17/23 16:03 911 Hang-up 2023064120 911 07/18/23 15:04 911 Hang-up 2023064376 911 07/20/23 21:57 911 Hang-up 2023065172 911 07/22/2311:55 911 Hang-up 2023065696 911 07/22/2319:39 911 Hang-up 2023065849 911 07/23/23 22:08 911 Hang-up 2023066223 911 07/24/23 07:09 911 Hang-up 2023066270 911 07/24/2312:09 911 Hang-up 2023066351 911 Page 1 of 32 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 07/27/23 16:59 911 Hang-up 2023067543 911 911 Hang-up; Dispatch - Phone -Radio -CAD Problems Total: 1 07/18/23 12:16 911 Hang-up; Dispatch 2023064333 911 911 Open Line Total: 77 07/01/23 09:01 911 Open Line 2023058506 911 07/01/23 16:13 911 Open Line 2023058634 911 07/02/23 11:27 911 Open Line 2023058909 911 07/03/23 08:16 911 Open Line 2023059207 911 07/03/23 11:15 911 Open Line 2023059247 911 07/03/23 15:08 911 Open Line 2023059342 911 07/05/23 10:36 911 Open Line 2023059924 911 07/05/23 15:53 911 Open Line 2023060036 911 07/05/23 18:31 911 Open Line 2023060094 911 07/06/23 00:39 911 Open Line 2023060179 911 07/06/23 10:37 911 Open Line 2023060254 911 07/06/23 15:16 911 Open Line 2023060364 911 07/06/23 19:21 911 Open Line 2023060440 911 07/06/23 21:04 911 Open Line 2023060462 911 07/06/23 22:19 911 Open Line 2023060481 911 07/07/23 07:15 911 Open Line 2023060541 911 07/07/23 17:33 911 Open Line 2023060744 911 07/08/23 04:07 911 Open Line 2023060908 911 07/08/23 12:28 911 Open Line 2023060991 911 07/08/23 16:48 911 Open Line 2023061071 911 07/08/23 17:55 911 Open Line 2023061093 911 07/09/23 19:58 911 Open Line 2023061450 911 07/10/23 17:02 911 Open Line 2023061778 911 07/10/23 20:36 911 Open Line 2023061855 911 07/11/23 00:16 911 Open Line 2023061894 911 07/11/23 10:34 911 Open Line 2023061993 911 07/11/23 11:38 911 Open Line 2023062020 911 07/11/23 18:34 911 Open Line 2023062185 911 07/12/23 19:25 911 Open Line 2023062550 911 07/13/23 06:37 911 Open Line 2023062650 911 07/13/23 17:00 911 Open Line 2023062839 911 07/14/23 09:25 911 Open Line 2023063030 911 07/14/23 19:58 911 Open Line 2023063277 911 07/14/23 21:47 911 Open Line 2023063310 911 07/15/23 06:34 911 Open Line 2023063399 911 07/15/23 12:21 911 Open Line 2023063469 911 07/15/23 15:35 911 Open Line 2023063529 911 07/15/23 16:50 911 Open Line 2023063553 911 07/15/23 17:55 911 Open Line 2023063577 911 07/16/23 04:40 911 Open Line 2023063693 911 07/16/23 21:01 911 Open Line 2023063897 911 Page 2 of 32 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 07/17/23 00:34 911 Open Line 2023063923 911 07/17/23 11:08 911 Open Line 2023064007 911 07/17/23 19:15 911 Open Line 2023064182 911 07/17/23 23:16 911 Open Line 2023064217 911 07/18/23 11:05 911 Open Line 2023064317 911 07/19/23 08:06 911 Open Line 2023064540 911 07/19/23 12:45 911 Open Line 2023064614 911 07/19/23 13:54 911 Open Line 2023064639 911 07/19/23 19:02 911 Open Line 2023064761 911 07/21/23 04:06 911 Open Line 2023065238 911 Open Line WP23018363 911 07/21/23 08:19 911 Open Line 2023065272 911 07/21/23 16:46 911 Open Line 2023065410 911 07/21/23 16:49 911 Open Line 2023065412 911 07/22/23 22:02 911 Open Line 2023065905 911 07/23/23 00:13 911 Open Line 2023065952 911 07/23/23 09:37 911 Open Line 2023066016 911 07/23/23 15:19 911 Open Line 2023066090 911 07/23/23 18:59 911 Open Line 2023066159 911 07/24/23 17:05 911 Open Line 2023066444 911 07/24/23 17:39 911 Open Line 2023066454 911 07/25/23 14:05 911 Open Line 2023066708 911 07/28/23 11:28 911 Open Line 2023067763 911 07/28/23 11:39 911 Open Line 2023067766 911 07/28/23 13:11 911 Open Line 2023067796 911 07/28/23 14:42 911 Open Line 2023067823 911 07/29/23 08:40 911 Open Line 2023068021 911 07/29/23 16:50 911 Open Line 2023068131 911 07/30/23 10:26 911 Open Line 2023068326 911 07/30/23 12:01 911 Open Line 2023068352 911 07/30/23 15:35 911 Open Line 2023068405 911 07/31/23 07:31 911 Open Line 2023068546 911 07/31/23 08:07 911 Open Line 2023068558 911 07/31/23 09:14 911 Open Line 2023068573 911 07/31/23 11:03 911 Open Line 2023068605 911 07/31/23 11:44 911 Open Line 2023068614 911 07/31/23 12:24 911 Open Line 2023068634 911 911 Open Line; Medical - Psychiatric - Behavioral Total: 1 07/29/23 20:22 911 Open Line; Medical 2023068189 911 Text Total: 2 07/12/23 15:16 911 Text 2023062473 Medical - Psychiatric - 07/23/23 12:05 911 Text 2023066043 Abandoned Vehicle Total: 2 07/25/23 13:09 Abandoned Vehicle 2023066685 07/31/23 13:15 Abandoned Vehicle 2023068647 Abandoned Vehicle Abandoned Vehicle 911 W P23017502 Text Text WP23018778 Phone WP23019319 Phone Page 3 of 32 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported Abuse Total: 4 07/10/2315:15 Abuse 2023061723 Abuse WP23017269 07/11/2314:57 Abuse 2023062109 Abuse WP23017372 07/13/2316:57 Abuse 2023062836 Abuse WP23017627 Phone 07/18/2316:16 Abuse 2023064407 Abuse WP23018104 Phone Agency Assist Total: 13 07/01/23 17:02 Agency Assist 2023058648 Phone 07/08/2310:18 Phone 07/04/23 10:15 Agency Assist 2023059611 Agency Assist WP23016656 Phone 07/06/23 10:47 Agency Assist 2023060259 911 WP23016766 Phone 07/06/23 18:16 Agency Assist 2023060423 Other 07/06/23 22:29 Agency Assist 2023060484 Animal WP23016878 Phone 07/07/23 18:13 Agency Assist 2023060760 Harassment WP23016881 Phone 07/10/23 11:22 Agency Assist 2023061629 Animal WP23017082 07/13/23 13:32 Agency Assist 2023062762 Warrant - Arrest WP23017597 Phone 07/18/23 03:23 Agency Assist 2023064241 Animal WP23017114 Phone 07/21/23 18:09 Agency Assist 2023065449 Agency Assist WP23018451 Phone 07/22/23 19:26 Agency Assist 2023065843 Animal WP23017371 Phone 07/24/23 20:00 Agency Assist 2023066496 CSC Sex Offense WP23018734 Phone 07/26/23 20:47 Agency Assist 2023067219 Disorderly WP23018944 Phone Alarm Total: 4 07/07/2317:56 Alarm 2023060752 Phone 07/08/2310:18 Alarm 2023060953 911 07/12/23 05:33 Alarm 2023062299 911 07/17/23 03:11 Alarm 2023063936 911 Animal Total: 22 07/01/23 21:27 Animal 2023058750 Phone 07/02/2317:06 Animal 2023059018 Animal WP23016482 911 07/05/2311:40 Animal 2023059947 Animal WP23016766 Phone 07/06/23 05:45 Animal 2023060205 Phone 07/06/2315:11 Animal 2023060363 Animal WP23016878 911 07/06/2316:03 Animal 2023060376 Harassment WP23016881 Phone 07/08/2315:28 Animal 2023061037 Animal WP23017082 07/08/2315:28 Animal 2023061039 Animal WP23017084 Phone 07/08/23 20:10 Animal 2023061155 Animal WP23017114 Officer 07/10/2310:54 Animal 2023061617 Animal WP23017233 Phone 07/11/2314:44 Animal 2023062102 Animal WP23017371 911 07/12/2318:44 Animal 2023062536 Phone 07/13/2318:47 Animal 2023062883 Animal WP23017643 Phone 07/15/2317:45 Animal 2023063571 Animal WP23017849 Phone 07/16/2310:50 Animal 2023063731 Animal WP23017904 Phone 07/22/23 22:18 Animal 2023065914 Animal WP23018561 911 07/26/23 06:15 Animal 2023066921 Animal WP23018845 Phone 07/26/2310:48 Animal 2023066989 Animal WP23018869 911 07/27/2318:56 Animal 2023067584 Animal WP23019026 Phone 07/30/23 02:32 Animal 2023068278 911 Page 4 of 32 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 07/31/2317:04 Animal 2023068715 Animal 07/31/2317:45 Animal 2023068731 Animal Animal - Abuse Total: 2 07/02/23 21:11 Animal - Abuse 07/20/23 15:29 Animal - Abuse 2023059106 Animal - Abuse 2023065035 Animal - Abuse Animal - Barking Dog Total: 2 07/10/23 22:20 Animal - Barking Dog 2023061877 Animal - Barking Dog 07/15/23 17:26 Animal - Barking Dog 2023063569 Animal - Barking Dog Animal - Bites - Attacks Total: 4 07/11/23 11:39 Animal - Bites - Attacks 2023062022 Animal - Bites - Attacks 07/13/23 12:12 Animal - Bites - Attacks 2023062736 Animal 07/15/23 17:26 Animal - Bites - Attacks 2023063568 Animal - Bites - Attacks 07/25/23 20:33 Animal - Bites - Attacks 2023066848 Animal ATL Total: 1 07/09/23 00:52 ATL 2023061239 Agency Assist Burglary Total: 1 07/29/23 05:28 Burglary 2023067987 Burglary Check Welfare Total: 28 07/05/23 06:33 Check Welfare 07/05/23 13:26 Check Welfare 07/07/23 17:56 Check Welfare 07/08/23 00:25 Check Welfare 07/09/23 20:33 Check Welfare 07/12/23 08:39 Check Welfare 07/12/23 13:59 Check Welfare 07/12/23 22:07 Check Welfare 07/12/23 23:16 Check Welfare 07/15/23 00:05 Check Welfare 07/15/23 15:53 Check Welfare 07/18/23 22:57 Check Welfare 07/19/23 12:10 Check Welfare 07/19/23 21:46 Check Welfare 07/20/23 15:28 Check Welfare 07/20/23 21:31 Check Welfare 07/21/23 10:55 Check Welfare 07/22/23 10:19 Check Welfare 07/26/23 00:06 Check Welfare 07/26/23 09:59 Check Welfare 07/26/23 12:52 Check Welfare 07/26/23 17:12 Check Welfare 07/27/23 16:41 Check Welfare 07/30/23 12:24 Check Welfare 07/30/23 17:45 Check Welfare 2023059873 2023059984 2023060750 2023060882 2023061462 2023062331 2023062441 2023062598 2023062609 2023063360 2023063533 2023064495 2023064605 2023064806 2023065034 2023065164 2023065300 2023065665 2023066896 2023066975 2023067031 2023067127 2023067530 2023068357 2023068437 Drugs Check Welfare Check Welfare Check Welfare Check Welfare Check Welfare Check Welfare Check Welfare Check Welfare Check Welfare Domestic Disturbance Check Welfare Check Welfare Check Welfare Check Welfare Check Welfare Check Welfare Check Welfare Check Welfare Check Welfare Check Welfare Check Welfare Check Welfare Check Welfare Check Welfare WP23019344 Phone WP23019348 Phone WP23016507 Phone WP23018311 911 WP23017312 Phone WP23017847 Phone WP23017348 Phone WP23017584 Phone WP23017846 Phone WP23018825 911 WP23017139 Phone WP23019122 Phone WP23016741 Phone WP23016777 Phone WP23017004 Phone WP23017041 Phone WP23017190 911 WP23017435 911 WP23017479 911 WP23017532 Phone WP23017536 911 WP23017786 Phone WP23017833 Phone WP23018137 Phone WP23018168 Phone WP23018253 Phone WP23018310 911 WP23018347 911 WP23018381 Phone WP23018500 Phone WP23018840 Phone WP23018862 Phone WP23018884 Phone WP23018919 Phone WP23019012 911 WP23019223 Phone WP23019245 911 Page 5 of 32 Incident Start Date/Time Initial Call 07/31/23 09:21 Check Welfare 07/31/23 15:17 Check Welfare 07/31/23 19:26 Check Welfare CFS # 2023068577 2023068682 2023068752 Final Incident Check Welfare Check Welfare Check Welfare Check Welfare; Civil Complaint Total: 1 07/04/23 21:36 Check Welfare; Civil 2023059789 Check Welfare Citizen Aid Total: 18 Case Number How Reported WP23019299 Phone WP23019332 Phone WP23019358 Phone WP23016705 Phone 07/02/23 19:12 Citizen Aid 2023059069 Citizen Aid WP23016495 Civil Complaint 07/04/23 09:57 Citizen Aid 2023059608 Citizen Aid WP23016654 Phone 07/04/23 17:51 Citizen Aid 2023059728 Citizen Aid WP23016686 Phone 07/07/23 15:40 Citizen Aid 2023060699 Citizen Aid WP23016989 Phone 07/09/23 07:53 Citizen Aid 2023061272 Citizen Aid WP23017146 Phone 07/10/23 02:42 Citizen Aid 2023061542 Citizen Aid WP23017211 Phone 07/10/23 15:55 Citizen Aid 2023061742 Citizen Aid WP23017278 Phone 07/10/23 21:32 Citizen Aid 2023061862 Disabled Vehicle WP23017307 Phone 07/14/23 19:34 Citizen Aid 2023063264 Citizen Aid WP23017767 Phone 07/15/23 13:56 Citizen Aid 2023063504 Citizen Aid WP23017826 911 07/19/23 08:58 Citizen Aid 2023064549 Citizen Aid WP23018152 911 07/21/23 12:19 Citizen Aid 2023065326 Citizen Aid WP23018395 Phone 07/22/23 13:02 Citizen Aid 2023065715 Citizen Aid WP23018515 07/23/23 11:10 07/22/23 20:18 Citizen Aid 2023065861 Citizen Aid WP23018551 Phone 07/25/23 23:33 Citizen Aid 2023066892 Citizen Aid WP23018836 Officer 07/26/23 10:29 Citizen Aid 2023066984 Citizen Aid WP23018866 Phone 07/27/23 15:22 Citizen Aid 2023067494 Citizen Aid WP23019002 911 07/27/23 19:48 Citizen Aid 2023067608 Citizen Aid WP23019028 911 Civil Complaint Total: 26 07/02/23 06:46 Civil Complaint 2023058853 Civil Complaint WP23016437 Phone 07/03/23 18:50 Civil Complaint 2023059433 Civil Complaint WP23016593 911 07/05/23 12:11 Civil Complaint 2023059958 Civil Complaint WP23016771 911 07/06/23 07:38 Civil Complaint 2023060214 Civil Complaint WP23016839 Phone 07/12/23 11:12 Civil Complaint 2023062378 Civil Complaint WP23017454 911 07/12/23 17:24 Civil Complaint 2023062515 Civil Complaint WP23017513 911 07/13/23 17:43 Civil Complaint 2023062860 Civil Complaint WP23017631 Phone 07/14/23 13:27 Civil Complaint 2023063135 Civil Complaint WP23017721 Phone 07/14/23 15:27 Civil Complaint 2023063174 Civil Complaint WP23017735 Phone 07/15/23 15:55 Civil Complaint 2023063535 Check Welfare WP23017834 Phone 07/16/23 12:44 Civil Complaint 2023063759 Civil Complaint WP23017912 Phone 07/17/23 09:20 Civil Complaint 2023063972 Civil Complaint WP23017983 Phone 07/18/23 19:05 Civil Complaint 2023064447 Civil Complaint WP23018122 Phone 07/19/23 13:37 Civil Complaint 2023064635 Civil Process WP23018181 Phone 07/19/23 14:23 Civil Complaint 2023064649 Civil Complaint WP23018191 Phone 07/20/23 10:06 Civil Complaint 2023064938 Civil Complaint WP23018279 Phone 07/20/23 20:32 Civil Complaint 2023065142 Civil Complaint WP23018342 911 07/23/23 11:10 Civil Complaint 2023066032 Civil Complaint WP23018596 Phone 07/23/23 12:34 Civil Complaint 2023066047 Civil Child Custody WP23018601 Phone 07/23/23 19:02 Civil Complaint 2023066160 Civil Complaint WP23018632 Phone Page 6 of 32 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 07/27/23 07:39 Civil Complaint 2023067345 Civil Complaint WP23018964 Phone 07/28/23 09:03 Civil Complaint 2023067726 Civil Complaint WP23019056 Phone 07/28/23 12:11 Civil Complaint 2023067781 Civil Complaint WP23019067 Phone 07/28/23 14:18 Civil Complaint 2023067819 Civil Complaint WP23019074 Phone 07/30/23 11:38 Civil Complaint 2023068343 Civil Complaint WP23019220 Phone 07/31/23 21:21 Civil Complaint 2023068780 Civil Complaint WP23019364 Phone Civil Complaint; Theft Total: 1 07/11/23 08:16 Civil Process 2023061952 07/09/23 12:03 Civil Complaint; Theft 2023061314 Civil Complaint WP23017155 Phone Civil Process Total: 56 07/03/23 10:15 Civil Process 2023059231 Officer 07/05/23 12:28 Civil Process 2023059961 Officer 07/05/23 13:30 Civil Process 2023059986 Officer 07/05/23 13:42 Civil Process 2023059990 Officer 07/05/23 19:19 Civil Process 2023060108 Officer 07/07/23 08:58 Civil Process 2023060557 Officer 07/07/23 09:08 Civil Process 2023060561 Officer 07/10/23 13:22 Civil Process 2023061665 Officer 07/10/23 13:34 Civil Process 2023061668 Officer 07/10/23 16:59 Civil Process 2023061775 Officer 07/10/23 17:09 Civil Process 2023061782 Officer 07/11/23 08:16 Civil Process 2023061952 Officer 07/11/23 09:13 Civil Process 2023061969 Officer 07/11/23 14:49 Civil Process 2023062104 Officer 07/11/23 15:06 Civil Process 2023062114 Officer 07/11/23 15:21 Civil Process 2023062119 Officer 07/13/23 11:47 Civil Process 2023062727 Officer 07/13/23 12:00 Civil Process 2023062731 Officer 07/13/23 12:12 Civil Process 2023062737 Officer 07/13/23 12:37 Civil Process 2023062748 Officer 07/14/23 11:27 Civil Process 2023063087 Officer 07/17/23 09:27 Civil Process 2023063976 Officer 07/17/23 10:10 Civil Process 2023063983 Officer 07/17/23 10:56 Civil Process 2023064004 Officer 07/17/23 12:44 Civil Process 2023064048 Officer 07/18/23 15:07 Civil Process 2023064379 Officer 07/18/23 15:35 Civil Process 2023064391 Officer 07/18/23 16:06 Civil Process 2023064402 Officer 07/19/23 09:21 Civil Process 2023064555 Officer 07/19/23 09:31 Civil Process 2023064558 Officer 07/19/23 15:55 Civil Process 2023064680 Officer 07/20/23 08:28 Civil Process 2023064912 Officer 07/20/23 09:24 Civil Process 2023064930 Officer 07/20/23 14:41 Civil Process 2023065020 Officer 07/21/23 17:53 Civil Process 2023065441 Officer 07/21/23 17:59 Civil Process 2023065444 Officer Page 7 of 32 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 07/24/23 15:17 Civil Process 2023066409 Officer 07/24/23 15:33 Civil Process 2023066417 Officer 07/25/23 11:26 Civil Process 2023066641 Officer 07/25/23 11:34 Civil Process 2023066647 Officer 07/25/23 14:39 Civil Process 2023066726 Officer 07/25/23 16:20 Civil Process 2023066758 Officer 07/25/23 16:23 Civil Process 2023066760 Officer 07/26/23 08:46 Civil Process 2023066958 Officer 07/26/23 09:42 Civil Process 2023066970 Officer 07/26/23 15:22 Civil Process 2023067079 Officer 07/26/23 16:08 Civil Process 2023067096 Officer 07/26/23 16:24 Civil Process 2023067100 Officer 07/26/23 16:32 Civil Process 2023067108 Officer 07/27/23 12:16 Civil Process 2023067422 Officer 07/27/23 12:22 Civil Process 2023067424 Officer 07/28/23 09:30 Civil Process 2023067732 Officer 07/28/23 11:57 Civil Process 2023067773 Officer 07/31/23 11:45 Civil Process 2023068616 Officer 07/31/23 11:57 Civil Process 2023068619 Officer 07/31/23 12:13 Civil Process 2023068629 Officer Civil Standby Total: 1 07/26/23 16:59 Civil Standby 2023067120 Civil Standby WP23018918 Phone Commercial Fire Alarm Total: 3 07/24/23 09:42 Commercial Fire Alarm 2023066308 Phone 07/25/23 18:46 Commercial Fire Alarm 2023066819 Phone 07/29/23 20:48 Commercial Fire Alarm 2023068198 Phone Commercial General Alarm Total: 35 07/01/23 01:50 Commercial General 2023058468 Phone 07/01/23 04:53 Commercial General 2023058488 Text 07/03/23 15:57 Commercial General 2023059361 Phone 07/03/23 23:33 Commercial General 2023059543 Phone 07/04/23 08:50 Commercial General 2023059600 Phone 07/05/23 21:27 Commercial General 2023060142 Phone 07/06/23 01:00 Commercial General 2023060185 Phone 07/07/23 01:19 Commercial General 2023060519 Phone 07/07/23 15:56 Commercial General 2023060707 Phone 07/09/23 02:40 Commercial General 2023061251 Phone 07/09/23 05:36 Commercial General 2023061263 Phone 07/09/23 09:56 Commercial General 2023061294 Phone 07/09/23 22:06 Commercial General 2023061490 Phone 07/10/23 18:44 Commercial General 2023061822 Phone 07/11/23 19:54 Commercial General 2023062212 Phone 07/15/23 09:45 Commercial General 2023063425 Phone 07/16/23 01:36 Commercial General 2023063680 Phone 07/16/23 03:54 Commercial General 2023063689 Phone Page 8 of 32 Incident Start Date/Time Initial Call CFS # 07/19/23 04:13 Compliance Check - Commercial General 2023064518 07/20/23 07:12 2023062146 Commercial General 2023064894 07/22/23 01:49 07/11/23 16:24 Commercial General 2023065614 07/23/23 10:44 Compliance Check - Commercial General 2023066029 07/23/23 19:30 2023068704 Commercial General 2023066167 07/25/23 04:01 Commercial General 2023066559 07/26/23 00:33 Commercial General 2023066898 07/26/23 09:56 Commercial General 2023066974 07/27/23 22:21 Commercial General 2023067644 07/27/23 22:31 Commercial General 2023067647 07/28/23 21:25 Commercial General 2023067930 07/29/23 07:22 Commercial General 2023068003 07/29/23 07:27 Commercial General 2023068004 07/29/23 14:49 Commercial General 2023068095 07/30/23 01:55 Commercial General 2023068272 07/30/23 05:25 Commercial General 2023068292 07/30/23 22:49 Commercial General 2023068503 Final Incident Commercial General Alarm Commercial General Alarm; Disorderly Total: 1 07/18/23 13:39 Commercial General 2023064350 Disorderly Compliance Check - Liquor Total: 6 07/07/23 08:55 Compliance Check - 2023060554 07/11/23 16:08 Compliance Check - 2023062143 07/11/23 16:12 Compliance Check - 2023062146 07/11/23 16:20 Compliance Check - 2023062148 07/11/23 16:24 Compliance Check - 2023062150 07/11/23 16:31 Compliance Check - 2023062154 Court Order Violation Total: 7 07/02/23 16:21 Court Order Violation 2023058997 07/02/23 17:50 Court Order Violation 2023059043 07/05/23 17:12 Court Order Violation 2023060072 07/11/23 15:39 Court Order Violation 2023062130 07/13/23 11:55 Court Order Violation 2023062730 07/27/23 17:19 Court Order Violation 2023067547 07/31/23 16:31 Court Order Violation 2023068704 Criminal Damage to Property Total: 7 07/13/23 00:12 Criminal Damage to 2023062615 07/14/23 16:28 Criminal Damage to 2023063195 07/16/23 21:50 Criminal Damage to 2023063906 07/18/23 05:21 Criminal Damage to 2023064244 07/18/23 16:13 Criminal Damage to 2023064406 07/24/23 07:45 Criminal Damage to 2023066276 07/31/23 13:22 Criminal Damage to 2023068648 Harassment Court Order Violation Court Order Violation Court Order Violation Court Order Violation Court Order Violation Court Order Violation Case Number How Reported Phone Phone WP23018480 Phone Phone Phone Phone Phone Phone Phone Phone Phone Phone Phone Phone Phone Phone Phone WP23018089 Phone WP23016477 Phone WP23016487 Phone WP23016800 Phone WP23017387 Phone WP23017582 Phone WP23019016 Phone WP23019337 Phone Criminal Damage to Property WP23017541 Phone Civil Complaint WP23017745 911 Civil Complaint WP23017959 911 Criminal Damage to Property WP23018065 911 Criminal Damage to Property WP23018103 Phone Criminal Damage to Property WP23018661 Phone Criminal Damage to Property WP23019321 Phone Criminal Damage to Property; Juvenile - Complaint Total: 1 07/08/23 23:40 Criminal Damage to 2023061222 Criminal Damage to Property WP23017133 Phone Page 9 of 32 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported CSC Sex Offense Total: 2 07/03/23 18:36 CSC Sex Offense 2023059426 CSC Sex Offense WP23016592 Phone 07/10/23 13:12 CSC Sex Offense 2023061663 CSC Sex Offense WP23017253 Phone Disabled Vehicle Total: 6 07/08/23 14:09 Disabled Vehicle 2023061020 Phone 07/13/23 18:18 Disabled Vehicle 2023062871 Disabled Vehicle WP23017639 Phone 07/14/23 16:15 Disabled Vehicle 2023063190 Phone 07/22/23 12:42 Disabled Vehicle 2023065709 911 07/27/23 16:59 Disabled Vehicle 2023067544 Phone 07/29/23 22:17 Disabled Vehicle 2023068219 Phone Disorderly Total: 4 07/03/23 08:47 Disorderly 2023059215 Civil Complaint WP23016536 Phone 07/11/23 09:42 Disorderly 2023061978 Suspicious - Person - Vehicle WP23017337 911 07/17/2318:27 Disorderly 2023064171 Disorderly WP23018038 911 07/27/23 05:21 Disorderly 2023067325 Disorderly WP23018960 Phone Domestic Disturbance Total: 15 07/01/23 13:29 Domestic Disturbance 2023058576 Domestic Disturbance WP23016372 911 07/01/23 23:14 Domestic Disturbance 2023058795 Domestic Disturbance WP23016424 911 07/02/23 22:48 Domestic Disturbance 2023059145 Domestic Disturbance WP23016521 911 07/04/23 11:29 Domestic Disturbance 2023059624 Domestic Disturbance WP23016658 911 07/04/23 11:56 Domestic Disturbance 2023059633 Domestic Disturbance WP23016662 911 07/08/23 13:22 Domestic Disturbance 2023061007 Disorderly WP23017073 911 07/09/23 21:44 Domestic Disturbance 2023061482 Domestic Disturbance WP23017199 911 07/15/23 23:27 Domestic Disturbance 2023063660 Domestic Disturbance WP23017879 Phone 07/19/23 17:26 Domestic Disturbance 2023064710 Domestic Disturbance WP23018210 Phone 07/21/23 13:47 Domestic Disturbance 2023065351 Disorderly WP23018408 911 07/23/23 07:47 Domestic Disturbance 2023066001 Domestic Disturbance WP23018586 Phone 07/26/23 05:56 Domestic Disturbance 2023066919 Domestic Disturbance WP23018844 Phone 07/30/23 02:51 Domestic Disturbance 2023068281 Domestic Disturbance WP23019204 911 07/31/23 18:47 Domestic Disturbance 2023068738 Domestic Disturbance WP23019352 911 07/31/23 21:26 Domestic Disturbance 2023068782 Domestic Disturbance WP23019365 Phone Drug Court Home Visit Total: 1 07/14/23 20:50 Drug Court Home Visit 2023063296 Drugs Total: 4 07/06/2313:15 Drugs 2023060314 Drugs WP23016862 Phone 07/10/23 09:42 Drugs 2023061598 Drugs WP23017224 911 07/16/2313:06 Drugs 2023063763 Drugs WP23017913 Phone 07/24/23 08:29 Drugs 2023066290 Civil Complaint WP23018665 Phone Dumping Total: 1 07/22/2314:29 Dumping 2023065748 Dumping WP23018519 Phone Explosion Total: 1 07/20/2316:10 Explosion 2023065052 Explosion WP23018317 911 Page 10 of 32 Incident Start Date/Time Initial Call CFS # Extortion - Bribery Total: 1 07/09/23 23:00 Extortion - Bribery 2023061505 Extra Patrol Total: 1 07/11/23 20:37 Extra Patrol 2023062227 Fight Total: 2 WP23016418 Phone 07/27/2318:30 Fight 2023067573 07/30/23 00:54 Fight 2023068260 Fire - Electrical Total: 2 WP23016622 07/13/23 07:54 Fire - Electrical 2023062663 07/13/23 20:31 Fire - Electrical 2023062913 Fire - Gas Leak Total: 1 Fireworks 07/14/23 07:36 Fire - Gas Leak 2023063006 Fire - Grass Total: 2 Phone 07/11/23 14:57 Fire - Grass 2023062108 07/13/23 06:57 Fire - Grass 2023062654 Fire - Other Total: 1 WP23016718 07/02/23 23:19 Fire - Other 2023059156 Fire - Vehicle Total: 1 Fireworks 07/14/23 13:15 Fire - Vehicle 2023063131 Fireworks Total: 16 Phone 07/01/23 21:55 Fireworks 2023058759 07/01/23 22:45 Fireworks 2023058778 07/03/2318:10 Fireworks 2023059408 07/03/23 22:36 Fireworks 2023059522 07/03/23 22:50 Fireworks 2023059527 07/03/23 22:52 Fireworks 2023059531 07/03/23 23:02 Fireworks 2023059535 07/04/23 01:02 Fireworks 2023059553 07/04/2317:01 Fireworks 2023059717 07/04/23 21:54 Fireworks 2023059792 07/04/23 22:12 Fireworks 2023059801 07/04/23 23:11 Fireworks 2023059827 07/05/23 22:41 Fireworks 2023060160 07/07/23 21:55 Fireworks 2023060833 07/13/23 09:42 Fireworks 2023062693 07/14/23 22:04 Fireworks 2023063316 Fireworks; Juvenile - Complaint Total: 1 07/09/23 13:01 Fireworks; Juvenile - 2023061329 Found Body Total: 1 07/13/23 15:42 Found Body 2023062811 Final Incident Case Number How Reported Extortion - Bribery WP23017204 911 Juvenile - Complaint WP23017408 Phone Fight WP23019022 911 Fight WP23019200 911 Fire - Electrical WP23017558 911 Fire - Electrical WP23017654 911 Fire - Gas Leak WP23017685 Phone Fire - Grass WP23017373 911 Phone Criminal Damage to Property WP23016524 911 Fire - Vehicle WP23017719 911 Fireworks WP23016409 Phone Fireworks WP23016418 Phone Fireworks WP23016588 Phone Fireworks WP23016618 Phone Fireworks WP23016622 Phone Fireworks WP23016626 911 Fireworks WP23016627 Phone Fireworks WP23016632 Phone Fireworks WP23016682 Phone Fireworks WP23016706 Phone Fireworks WP23016709 Phone Fireworks WP23016718 Phone Fireworks WP23016825 Phone Fireworks WP23017029 Phone Fireworks WP23017566 Phone Fireworks WP23017779 Phone Fireworks WP23017159 911 Death Investigation - Natural WP23017613 911 Page 11 of 32 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported Fraud - Checks - Cards Total: 7 07/01/23 12:55 Fraud - Checks - Cards 2023058566 Fraud - Checks - Cards WP23016368 Phone 07/16/23 13:27 Fraud - Checks - Cards 2023063767 Civil Complaint WP23017914 Phone 07/17/23 05:31 Fraud - Checks - Cards 2023063942 Fraud - Checks - Cards WP23017972 Phone 07/17/23 08:47 Fraud - Checks - Cards 2023063963 Fraud - Checks - Cards WP23017980 Phone 07/20/23 12:16 Fraud - Checks - Cards 2023064970 Fraud - Checks - Cards WP23018288 Phone 07/21/23 11:36 Fraud - Checks - Cards 2023065310 Fraud - Checks - Cards WP23018390 Phone 07/28/23 13:40 Fraud - Checks - Cards 2023067807 Citizen Aid WP23019071 Phone Fraud - Internet Total: 3 Harassment 2023066036 Harassment WP23018598 07/12/23 15:12 Fraud - Internet 2023062470 Fraud - Internet WP23017494 Phone 07/26/23 13:16 Fraud - Internet 2023067043 Fraud - Internet WP23018888 Phone 07/26/23 18:44 Fraud - Internet 2023067171 Fraud - Internet WP23018931 Phone Funeral Escort Total: 2 Harassment 2023066595 Harassment WP23018761 07/05/23 09:31 Funeral Escort 2023059906 2023066875 Harassment Phone 07/21/23 10:32 Funeral Escort 2023065294 2023067012 Harassment Phone Harassment Total: 16 07/02/2316:42 Harassment 2023059007 Harassment WP23016481 Phone 07/09/23 20:41 Harassment 2023061465 Harassment WP23017192 911 07/11/2311:05 Harassment 2023062007 Harassment WP23017343 Phone 07/11/2312:20 Harassment 2023062038 Harassment WP23017356 Phone 07/14/2317:09 Harassment 2023063210 Harassment WP23017749 07/16/23 20:55 Harassment 2023063895 Harassment WP23017955 911 07/21/2313:30 Harassment 2023065347 Harassment WP23018406 911 07/23/2311:23 Harassment 2023066036 Harassment WP23018598 Phone 07/24/23 13:33 Harassment 2023066376 Civil Complaint WP23018690 911 07/24/2318:11 Harassment 2023066462 Harassment WP23018721 Phone 07/25/23 03:23 Harassment 2023066558 Harassment WP23018750 Phone 07/25/23 09:24 Harassment 2023066595 Harassment WP23018761 911 07/25/23 21:49 Harassment 2023066875 Harassment WP23018833 911 07/26/2311:56 Harassment 2023067012 Harassment WP23018878 Phone 07/26/2318:30 Harassment 2023067163 Harassment WP23018928 911 07/30/2319:21 Harassment 2023068459 Harassment WP23019255 Phone Info Total: 2 07/18/23 23:19 Info 2023064497 Phone 07/26/23 06:48 Info 2023066922 Phone Intoxicated Person Total: 2 07/13/23 18:21 Intoxicated Person 2023062872 Intoxicated Person WP23017640 Phone 07/26/23 12:53 Intoxicated Person 2023067032 Check Welfare WP23018883 Phone Juvenile - Complaint Total: 10 07/03/23 21:43 Juvenile - Complaint 2023059492 Juvenile - Complaint WP23016607 911 07/06/23 11:56 Juvenile - Complaint 2023060282 Juvenile - Complaint WP23016854 Phone 07/08/23 17:01 Juvenile - Complaint 2023061078 Juvenile - Complaint WP23017097 911 Page 12 of 32 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 07/09/23 20:50 07/13/23 14:00 07/15/23 13:17 07/15/23 14:49 07/18/23 18:25 07/27/23 22:17 07/31/23 07:00 Juvenile - Complaint Juvenile - Complaint Juvenile - Complaint Juvenile - Complaint Juvenile - Complaint Juvenile - Complaint Juvenile - Complaint 2023061469 2023062769 2023063491 2023063515 2023064441 2023067643 2023068541 Juvenile - Runaway Total: 2 07/05/23 07:30 Juvenile - Runaway 2023059880 07/08/23 21:56 Juvenile - Runaway 2023061190 Kidnapping - Unlawful Custody Total: 1 07/28/23 20:43 Kidnapping - Unlawful 2023067921 Lift Assist Total: 7 Juvenile - Complaint Juvenile - Complaint Traffic - Complaint Juvenile - Complaint Juvenile - Complaint Juvenile - Complaint Citizen Aid Juvenile - Runaway Juvenile - Runaway Civil Child Custody 07/03/23 19:19 Lift Assist 2023059446 2023058711 07/06/23 05:13 Lift Assist 2023060198 Property 07/08/23 23:22 Lift Assist 2023061217 Lost - Found 07/16/23 11:40 Lift Assist 2023063739 07/27/23 16:40 Lift Assist 2023067527 Lift Assist 07/30/23 13:48 Lift Assist 2023068378 2023060469 07/31/23 20:21 Lift Assist 2023068763 Property Lock Out - Lock In Total: 3 07/12/23 11:44 07/08/23 11:09 Lock Out - Lock In 2023060972 Lock Out - Lock In 07/12/23 16:25 Lock Out - Lock In 2023062498 Lock Out - Lock In 07/16/23 18:58 Lock Out - Lock In 2023063856 Lock Out - Lock In Lost - Found Property Total: 11 07/01/23 19:44 Lost - Found Property 2023058711 07/02/23 14:39 2023059965 Lost - Found Property 2023058960 07/05/23 06:31 Medical - Abdominal Lost - Found Property 2023059872 07/05/23 08:04 Lost - Found Property 2023059883 07/06/23 21:28 Lost - Found Property 2023060469 07/11/23 15:02 Lost - Found Property 2023062113 07/12/23 11:44 Lost - Found Property 2023062394 07/14/23 20:29 Lost - Found Property 2023063289 07/20/23 14:52 Lost - Found Property 2023065023 07/24/23 13:03 Lost - Found Property 2023066367 07/29/23 14:09 Lost - Found Property 2023068082 Medical - Abdominal Pain Total: 4 07/01/23 22:50 Medical - Abdominal 2023058780 07/05/23 12:35 Medical - Abdominal 2023059965 07/18/23 00:11 Medical - Abdominal 2023064221 07/26/23 23:03 Medical - Abdominal 2023067276 Lost - Found Property Lost - Found Property Lost - Found Property Lost - Found Property Lost - Found Property Lost - Found Property Lost - Found Property Lost - Found Property Lost - Found Property Lost - Found Property Lost - Found Property Medical - Abdominal Pain; Domestic Disturbance Total: 1 WP23017194 Phone WP23017598 Phone WP23017824 911 WP23017829 Phone WP23018120 Phone WP23019040 911 WP23019285 911 WP23016744 Phone WP23017126 Phone LVA V9181F1I ISE 11111 WSIll I 911 911 WP23019015 911 Phone 911 WP23017063 Phone WP23017504 Phone WP23017939 911 WP23016399 WP23016466 WP23016740 WP23016745 WP23016916 WP23017374 WP23017460 WP23017772 911 WP23018307 911 WP23018688 WP23019149 911 911 911 Phone Page 13 of 32 Incident Start Date/Time Initial Call CFS # 07/07/23 11:26 Medical - Abdominal 2023060605 Medical - Bleeding - Lacerations Total: 1 07/06/23 10:48 Medical - Bleeding - 2023060260 Medical - Breathing Problems Total: 13 07/01/23 02:44 Medical - Breathing 2023058475 07/02/23 01:37 Medical - Breathing 2023058829 07/03/23 01:11 Medical - Breathing 2023059172 07/04/23 01:37 Medical - Breathing 2023059559 07/04/23 14:17 Medical - Breathing 2023059677 07/05/23 07:16 Medical - Breathing 2023059879 07/06/23 12:23 Medical - Breathing 2023060297 07/08/23 20:33 Medical - Breathing 2023061165 07/14/23 12:18 Medical - Breathing 2023063107 07/19/23 16:03 Medical - Breathing 2023064684 07/23/23 15:59 Medical - Breathing 2023066108 07/24/23 07:48 Medical - Breathing 2023066277 07/26/23 02:44 Medical - Breathing 2023066911 Medical - Chest Pain Total: 3 07/02/23 12:07 Medical - Chest Pain 2023058922 07/07/23 17:46 Medical - Chest Pain 2023060748 07/14/23 04:00 Medical - Chest Pain 2023062985 Medical - Fall Under 6 Feet Total: 11 07/02/23 11:44 Medical - Heart Medical - Fall Under 6 2023058914 07/02/23 21:04 2023062432 Medical - Fall Under 6 2023059105 07/04/23 15:23 07/15/23 11:37 Medical - Fall Under 6 2023059689 07/04/23 22:34 Medical - Heart Medical - Fall Under 6 2023059808 07/05/23 07:12 Medical - Heat Medical - Fall Under 6 2023059878 07/09/23 19:26 2023067446 Medical - Fall Under 6 2023061443 07/13/23 08:34 Medical - Fall Under 6 2023062675 07/19/23 15:20 Medical - Fall Under 6 2023064662 07/24/23 20:58 Medical - Fall Under 6 2023066511 07/25/23 07:14 Medical - Fall Under 6 2023066571 07/25/23 11:37 Medical - Fall Under 6 2023066649 Medical - Heart Problems Total: 5 07/06/23 15:33 Medical - Heart 2023060369 07/12/23 13:24 Medical - Heart 2023062432 07/13/23 11:19 Medical - Heart 2023062723 07/15/23 11:37 Medical - Heart 2023063457 07/26/23 18:46 Medical - Heart 2023067173 Medical - Heat Exposure Total: 2 07/25/23 14:47 Medical - Heat 2023066729 07/27/23 13:42 Medical - Heat 2023067446 Final Incident Case Number How Reported Medical - Abdominal Pain WP23016967 911 911 911 911 911 911 Phone 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 Phone Phone 911 911 911 911 911 911 Phone 911 911 Phone Page 14 of 32 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported Medical - Overdose - Poisoning Total: 1 07/05/23 10:51 Medical - Overdose - 2023059934 911 Medical - Psychiatric - Behavioral Total: 12 07/01/23 01:41 Medical - Seizure Medical - Psychiatric - 2023058465 Medical - Psychiatric - WP23016347 911 07/01/23 10:59 07/18/23 00:29 Medical - Psychiatric - 2023058534 Medical - Psychiatric - WP23016359 911 07/05/23 11:17 911 Medical - Psychiatric - 2023059943 Medical - Psychiatric - WP23016764 Phone 07/11/23 20:58 2023062288 Medical - Psychiatric - 2023062231 Medical - Psychiatric - WP23017410 911 07/13/23 10:35 Medical - Sick Medical - Psychiatric - 2023062712 Medical - Psychiatric - WP23017572 Phone 07/13/23 14:06 07/17/23 11:41 Medical - Psychiatric - 2023062770 Medical - Psychiatric - WP23017599 Phone 07/14/23 11:45 911 Medical - Psychiatric - 2023063093 Medical - Psychiatric - WP23017706 Phone 07/15/23 06:26 2023065784 Medical - Psychiatric - 2023063398 Civil Complaint WP23017798 911 07/15/23 16:41 Medical - Sick Medical - Psychiatric - 2023063550 Medical - Psychiatric - WP23017842 911 07/15/23 20:04 07/29/23 18:13 Medical - Psychiatric - 2023063607 Medical - Psychiatric - WP23017859 911 07/20/23 19:02 07/16/23 22:26 Medical - Psychiatric - 2023065112 Medical - Psychiatric - WP23018332 911 07/29/23 21:13 911 Medical - Psychiatric - 2023068204 Medical - Psychiatric - WP23019186 Phone Medical - Seizure Total: 4 07/14/23 00:30 Medical - Seizure 2023062965 911 07/17/23 08:21 Medical - Seizure 2023063957 911 07/18/23 00:29 Medical - Seizure 2023064223 911 07/27/23 20:04 Medical - Seizure 2023067616 911 Medical - Sick Total: 17 07/03/23 16:23 Medical - Sick 2023059377 911 07/06/23 10:58 Medical - Sick 2023060262 911 07/08/23 07:43 Medical - Sick 2023060922 911 07/11/23 07:39 Medical - Sick 2023061939 911 07/11/23 14:11 Medical - Sick 2023062085 911 07/12/23 01:39 Medical - Sick 2023062288 911 07/13/23 14:47 Medical - Sick 2023062786 911 07/14/23 03:17 Medical - Sick 2023062983 911 07/14/23 14:32 Medical - Sick 2023063157 911 07/17/23 11:41 Medical - Sick 2023064020 911 07/19/23 13:03 Medical - Sick 2023064620 911 07/20/23 17:02 Medical - Sick 2023065067 911 07/22/23 16:49 Medical - Sick 2023065784 911 07/24/23 01:57 Medical - Sick 2023066257 911 07/25/23 12:21 Medical - Sick 2023066662 911 07/28/23 20:51 Medical - Sick 2023067923 911 07/29/23 18:13 Medical - Sick 2023068155 911 Medical - Stroke Total: 2 07/16/23 22:26 Medical - Stroke 2023063911 911 07/20/23 04:51 Medical - Stroke 2023064877 911 Medical - Trauma Total: 1 07/02/23 08:04 Medical - Trauma 2023058863 911 Page 15 of 32 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported Medical - Unconscious - Fainting Total: 3 07/16/23 00:45 Medical - Unconscious - 2023063676 Phone 07/21/23 14:06 Medical - Unconscious - 2023065357 911 07/27/23 16:38 Medical - Unconscious - 2023067525 911 Missing Person Total: 2 07/06/23 19:07 Missing Person 2023060434 Juvenile - Complaint WP23016905 911 07/07/23 18:13 Missing Person 2023060761 Missing Person WP23017008 911 Motorist Aid Total: 4 07/01/23 14:56 Motorist Aid 2023058604 Phone 07/09/23 20:28 Motorist Aid 2023061459 Phone 07/10/23 18:34 Motorist Aid 2023061820 Phone 07/10/23 23:16 Motorist Aid 2023061887 MVA - Hit & Run Total: 7 07/01/23 10:21 MVA - Hit & Run 2023058519 Suspicious - Circumstances WP23016356 07/02/23 22:11 MVA - Hit & Run 2023059128 MVA - Hit & Run WP23016514 07/04/23 13:48 MVA - Hit & Run 2023059669 MVA - Hit & Run WP23016672 07/09/23 20:28 MVA - Hit & Run 2023061458 MVA - Hit & Run WP23017188 911 07/15/23 09:18 MVA - Hit & Run 2023063421 MVA - Hit & Run WP23017804 07/22/23 17:59 MVA - Hit & Run 2023065807 MVA - Hit & Run WP23018532 07/30/23 00:25 MVA - Hit & Run 2023068250 MVA - Hit & Run WP23019198 911 MVA - Injuries Total: 4 07/02/23 16:11 MVA - Injuries 2023058990 911 07/08/23 12:00 MVA - Injuries 2023060983 Medical - Trauma WP23017065 07/15/23 14:10 MVA - Injuries 2023063508 MVA - Injuries WP23017827 911 07/19/23 18:52 MVA - Injuries 2023064757 MVA - No Injuries WP23018227 MVA - No Injuries Total: 21 07/02/23 19:09 MVA - No Injuries 2023059068 MVA - No Injuries WP23016496 07/06/23 14:20 MVA - No Injuries 2023060348 MVA - No Injuries WP23016874 07/06/23 17:16 MVA - No Injuries 2023060395 MVA - No Injuries WP23016888 911 07/06/23 18:00 MVA - No Injuries 2023060413 MVA - No Injuries WP23016894 07/08/23 12:11 MVA - No Injuries 2023060986 MVA - No Injuries WP23017067 911 07/11/23 22:30 MVA - No Injuries 2023062260 MVA - No Injuries WP23017420 911 07/12/23 12:15 MVA - No Injuries 2023062406 MVA - No Injuries WP23017465 07/12/23 14:32 MVA - No Injuries 2023062453 MVA - No Injuries WP23017486 07/13/23 17:14 MVA - No Injuries 2023062843 MVA - No Injuries WP23017629 07/14/23 15:56 MVA - No Injuries 2023063184 MVA - No Injuries WP23017742 911 07/16/23 07:39 MVA - No Injuries 2023063706 MVA - No Injuries WP23017895 911 07/16/23 10:40 MVA - No Injuries 2023063729 MVA - No Injuries WP23017902 07/21/23 06:53 MVA - No Injuries 2023065252 MVA - No Injuries WP23018368 911 07/21/23 16:02 MVA - No Injuries 2023065390 MVA - No Injuries WP23018422 911 07/23/23 17:16 MVA - No Injuries 2023066129 MVA - No Injuries WP23018624 911 07/24/23 08:03 MVA - No Injuries 2023066284 MVA - No Injuries WP23018662 07/26/23 14:22 MVA - No Injuries 2023067064 Agency Assist WP23018897 911 Page 16 of 32 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 07/27/23 15:28 MVA - No Injuries 2023067500 MVA - No Injuries WP23019004 911 07/27/23 16:57 MVA - No Injuries 2023067541 MVA - No Injuries WP23019014 2023063667 07/29/23 13:10 MVA - No Injuries 2023068068 MVA - No Injuries WP23019143 Noise 07/30/23 12:19 MVA - No Injuries 2023068354 MVA - No Injuries WP23019222 911 Neighborhood Dispute Total: 9 2023068496 Noise WP23019268 07/08/23 21:12 Neighborhood Dispute 2023061175 Neighborhood Dispute WP23017118 Obscene - Threatening 07/10/23 10:22 Neighborhood Dispute 2023061609 Neighborhood Dispute WP23017230 Unwanted Person 07/13/23 10:05 Neighborhood Dispute 2023062702 Neighborhood Dispute WP23017569 07/14/23 21:02 Neighborhood Dispute 2023063302 Neighborhood Dispute WP23017776 911 07/17/23 13:42 Neighborhood Dispute 2023064065 Neighborhood Dispute WP23018003 07/18/23 10:29 Neighborhood Dispute 2023064306 Suspicious - Circumstances WP23018074 07/21/23 20:33 Neighborhood Dispute 2023065500 Neighborhood Dispute WP23018459 07/22/23 08:32 Neighborhood Dispute 2023065644 Neighborhood Dispute WP23018494 07/23/23 14:43 Neighborhood Dispute 2023066081 Neighborhood Dispute WP23018610 Noise Total: 7 07/02/23 22:22 Noise 2023059133 Noise WP23016517 911 07/07/23 22:29 Noise 2023060844 Noise WP23017034 07/09/23 23:38 Noise 2023061514 Noise WP23017205 07/15/23 23:45 Noise 2023063667 Noise WP23017881 911 07/16/23 04:37 Noise 2023063692 Noise WP23017888 07/29/23 00:49 Noise 2023067967 Noise WP23019118 911 07/30/23 22:03 Noise 2023068496 Noise WP23019268 Obscene - Threatening Call Total: 1 2023066962 Parking 07/05/23 11:50 Obscene - Threatening 2023059951 Obscene - Threatening Call WP23016770 Ordinance Violation Total: 7 07/01/23 23:12 Ordinance Violation 2023058793 Ordinance Violation WPRK23016422 07/07/23 10:01 Ordinance Violation 2023060577 Ordinance Violation WP23016950 07/15/23 20:26 Ordinance Violation 2023063614 Ordinance Violation WPRK23017860 07/19/23 13:36 Ordinance Violation 2023064633 Ordinance Violation WP23018180 07/19/23 22:58 Ordinance Violation 2023064824 Ordinance Violation WPRK23018257 07/21/23 12:13 Ordinance Violation 2023065325 Ordinance Violation WP23018393 07/22/23 00:39 Ordinance Violation 2023065596 Ordinance Violation WPRK23018475 Parking Total: 8 07/07/2314:51 Parking 2023060674 Parking WP23016979 07/11/2314:25 Parking 2023062093 Parking BP23006916 07/16/23 06:34 Parking 2023063701 Parking WP23017893 07/24/23 21:37 Parking 2023066522 Parking WP23018743 07/26/23 08:09 Parking 2023066937 Parking WP23018851 07/26/23 08:11 Parking 2023066938 Parking WP23018852 07/26/23 08:12 Parking 2023066939 Parking WP23018855 07/26/23 09:04 Parking 2023066962 Parking WP23018858 Parking; Unwanted Person Total: 1 07/01/23 13:21 Parking; Unwanted 2023058573 Unwanted Person WP23016371 Page 17 of 32 Incident Start Date/Time Initial Call CFS # POR Check Total: 11 07/05/23 08:11 POR Check 2023059884 07/07/23 13:33 POR Check 2023060645 07/11/23 08:10 POR Check 2023061951 07/11/23 08:50 POR Check 2023061966 07/13/23 15:20 POR Check 2023062800 07/18/23 08:22 POR Check 2023064266 07/18/23 08:50 POR Check 2023064272 07/25/23 15:01 POR Check 2023066738 07/25/23 15:10 POR Check 2023066739 07/27/23 08:01 POR Check 2023067347 07/31/23 08:01 POR Check 2023068555 Probation Check Total: 5 07/20/23 12:52 Probation Check 2023064986 07/24/23 18:44 Probation Check 2023066472 07/24/23 19:01 Probation Check 2023066477 07/24/23 19:23 Probation Check 2023066482 07/24/23 19:40 Probation Check 2023066486 Prowler Total: 1 07/11/23 20:12 Prowler 2023062217 Public Disturbance Total: 1 07/22/23 03:37 Public Disturbance 2023065622 Final Incident Case Number How Reported Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Suspicious - Person - Vehicle WP23017403 Phone Public Disturbance WP23018484 911 Public Works - Utilities Total: 3 Residential Medical 07/08/23 18:52 Public Works - Utilities 2023061123 Phone 07/11/23 14:37 Public Works - Utilities 2023062097 Public Works - Utilities WP23017368 Phone 07/15/23 10:57 Public Works - Utilities 2023063450 Public Works - Utilities WP23017814 Phone Repossession Total: 3 07/10/23 01:00 Residential Medical 07/06/23 22:41 Repossession 2023060487 07/13/23 13:44 07/16/23 02:27 Repossession 2023063684 Phone 07/24/23 00:07 Repossession 2023066248 2023066050 Residential General Alarm Total: 1 Residential Medical 07/23/23 05:48 Residential General 2023065988 Text Residential Medical Alarm Total: 7 07/01/23 19:11 Residential Medical 2023058699 Phone 07/07/23 08:48 Residential Medical 2023060551 Phone 07/09/23 11:00 Residential Medical 2023061306 Phone 07/10/23 01:00 Residential Medical 2023061525 Phone 07/13/23 13:44 Residential Medical 2023062767 Phone 07/23/23 12:38 Residential Medical 2023066050 Phone 07/25/23 17:07 Residential Medical 2023066780 Phone SIA Area Watch Total: 23 Page 18 of 32 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 07/03/23 07:46 SIA Area Watch 2023059203 07/06/23 00:28 SIA Area Watch 2023060178 07/07/23 00:17 SIA Area Watch 2023060505 07/08/23 23:32 SIA Area Watch 2023061220 07/10/23 07:14 SIA Area Watch 2023061559 07/12/23 20:10 SIA Area Watch 2023062564 07/14/23 00:14 SIA Area Watch 2023062964 07/14/23 11:18 SIA Area Watch 2023063083 07/15/23 07:34 SIA Area Watch 2023063406 07/16/2310:36 SIA Area Watch 2023063726 07/17/23 07:03 SIA Area Watch 2023063946 07/20/23 02:11 SIA Area Watch 2023064866 07/20/23 02:22 SIA Area Watch 2023064868 07/21/23 00:48 SIA Area Watch 2023065218 07/21/23 00:54 SIA Area Watch 2023065219 07/21/23 01:04 SIA Area Watch 2023065222 07/21/23 02:47 SIA Area Watch 2023065233 07/23/23 23:04 SIA Area Watch 2023066238 07/24/23 23:24 SIA Area Watch 2023066544 07/25/23 08:22 SIA Area Watch 2023066582 07/27/23 20:44 SIA Area Watch 2023067624 07/28/23 08:16 SIA Area Watch 2023067717 07/29/23 08:32 SIA Area Watch 2023068018 SIA Business Walk Through Total: 25 07/01/23 09:49 SIA Business Walk 2023058516 07/03/2310:26 SIA Business Walk 2023059234 07/05/23 14:10 SIA Business Walk 2023059999 07/05/23 14:51 SIA Business Walk 2023060019 07/06/23 08:45 SIA Business Walk 2023060223 07/06/23 19:35 SIA Business Walk 2023060446 07/07/23 16:49 SIA Business Walk 2023060731 07/09/23 15:30 SIA Business Walk 2023061380 07/09/23 19:31 SIA Business Walk 2023061444 07/10/23 18:33 SIA Business Walk 2023061818 Officer 07/11/23 11:14 SIA Business Walk 2023062012 07/13/23 15:02 SIA Business Walk 2023062789 07/15/23 10:17 SIA Business Walk 2023063436 07/18/23 15:00 SIA Business Walk 2023064374 07/19/23 10:00 SIA Business Walk 2023064567 07/19/23 11:10 SIA Business Walk 2023064587 07/21/23 01:17 SIA Business Walk 2023065225 07/21/23 09:27 SIA Business Walk 2023065282 07/22/2310:01 SIA Business Walk 2023065659 07/22/2311:57 SIA Business Walk 2023065697 07/27/23 08:32 SIA Business Walk 2023067355 07/27/23 14:37 SIA Business Walk 2023067471 Page 19 of 32 Incident Start Date/Time Initial Call CFS # 07/30/23 10:16 SIA Business Walk 2023068321 07/30/23 11:48 SIA Business Walk 2023068347 07/31/2310:30 SIA Business Walk 2023068596 SIA Citizen Aid Total: 2 07/17/23 16:02 SIA Citizen Aid 2023064119 07/28/23 04:15 SIA Citizen Aid 2023067687 SIA City Council - City Hall Total: 2 07/10/23 17:30 SIA City Council - City 2023061790 07/24/23 17:30 SIA City Council - City 2023066452 SIA Community Engagement Total: 8 07/08/23 11:52 SIA Other SIA Community 2023060981 07/08/23 16:43 07/14/23 18:18 SIA Community 2023061067 07/20/23 12:31 2023063328 SIA Community 2023064977 07/21/23 11:40 SIA Other SIA Community 2023065315 07/22/23 11:01 SIA Community 2023065679 07/22/23 12:02 SIA Community 2023065700 07/25/23 10:59 SIA Community 2023066630 07/26/23 08:46 SIA Community 2023066956 SIA Community Presentation Total: 1 07/14/23 17:57 SIA Community 2023063229 SIA Door Check Total: 1 07/09/23 06:51 SIA Door Check 2023061268 SIA Foot Patrol Total: 12 07/06/23 10:23 SIA Other SIA Foot Patrol 2023060250 07/07/23 21:07 07/14/23 18:18 SIA Foot Patrol 2023060807 07/08/23 19:50 2023063328 SIA Foot Patrol 2023061147 07/15/23 12:29 SIA Other SIA Foot Patrol 2023063473 07/17/23 09:10 SIA Foot Patrol 2023063970 07/18/23 02:23 SIA Foot Patrol 2023064237 07/20/23 00:31 SIA Foot Patrol 2023064851 07/20/23 10:33 SIA Foot Patrol 2023064943 07/22/23 13:24 SIA Foot Patrol 2023065724 07/23/23 00:28 SIA Foot Patrol 2023065956 07/23/23 12:37 SIA Foot Patrol 2023066049 07/27/23 09:28 SIA Foot Patrol 2023067373 SIA Other Total: 11 07/01/23 05:49 SIA Other 2023058492 07/07/23 23:01 SIA Other 2023060853 07/14/23 18:18 SIA Other 2023063240 07/14/23 22:36 SIA Other 2023063328 07/18/23 00:52 SIA Other 2023064226 07/23/23 00:40 SIA Other 2023065962 Final Incident Case Number How Reported Officer Officer Officer Juvenile - Curfew Violation WP23018577 Officer Page 20 of 32 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 07/24/23 22:57 SIA Other 2023066542 Officer 07/25/2314:29 SIA Other 2023066719 2023059470 07/29/23 01:31 SIA Other 2023067973 07/04/23 22:07 07/29/2311:45 SIA Other 2023068047 Officer 07/30/2310:29 SIA Other 2023068327 2023060838 SIA Parks Total: 44 07/01/23 00:32 SIA Parks 2023058448 07/01/23 22:54 SIA Parks 2023058783 07/02/23 20:12 SIA Parks 2023059085 07/03/23 20:42 SIA Parks 2023059470 07/04/2315:16 SIA Parks 2023059688 07/04/23 22:07 SIA Parks 2023059796 07/05/23 12:35 SIA Parks 2023059964 07/07/23 22:10 SIA Parks 2023060838 07/08/23 00:42 SIA Parks 2023060886 Officer 07/08/2312:20 SIA Parks 2023060990 07/09/23 06:48 SIA Parks 2023061267 07/10/2313:51 SIA Parks 2023061676 07/10/23 22:07 SIA Parks 2023061871 07/11/2312:50 SIA Parks 2023062048 07/12/23 08:01 SIA Parks 2023062321 07/12/2310:24 SIA Parks 2023062366 07/13/23 01:08 SIA Parks 2023062626 07/13/23 10:17 SIA Parks 2023062705 07/13/23 21:46 SIA Parks 2023062939 07/14/2310:21 SIA Parks 2023063057 07/14/23 23:36 SIA Parks 2023063348 07/15/23 08:16 SIA Parks 2023063413 07/15/23 20:06 SIA Parks 2023063608 07/16/23 09:26 SIA Parks 2023063716 07/18/23 07:25 SIA Parks 2023064254 07/19/23 07:32 SIA Parks 2023064536 07/19/23 19:14 SIA Parks 2023064765 07/19/23 20:33 SIA Parks 2023064788 07/19/23 21:19 SIA Parks 2023064799 07/19/23 22:52 SIA Parks 2023064822 07/20/2311:12 SIA Parks 2023064953 07/20/23 22:33 SIA Parks 2023065192 07/21/23 02:11 SIA Parks 2023065232 07/21/23 07:56 SIA Parks 2023065267 07/21/23 22:45 SIA Parks 2023065552 07/22/23 00:00 SIA Parks 2023065581 SIA Parks WPRK23018471 07/22/23 00:18 SIA Parks 2023065587 07/22/23 08:21 SIA Parks 2023065640 07/22/23 20:48 SIA Parks 2023065873 07/26/23 17:43 SIA Parks 2023067144 Page 21 of 32 Incident Start Date/Time Initial Call CFS # 07/26/23 23:03 SIA Parks 2023067277 07/28/23 11:29 SIA Parks 2023067765 07/29/23 10:48 SIA Parks 2023068036 07/29/23 22:24 SIA Parks 2023068221 Sign - Signal Repair Total: 3 17:59 07/22/23 18:03 Sign - Signal Repair 2023065808 07/23/23 09:24 Sign - Signal Repair 2023066013 07/24/23 07:26 Sign - Signal Repair 2023066273 Soliciting Total: 1 07/18/2315:45 Soliciting 2023064394 Stolen - Vehicle Total: 1 07/31/23 15:35 Stolen - Vehicle 2023068688 Surveillance Total: 4 Final Incident Soliciting Stolen - Vehicle 07/06/23 10:02 Surveillance 2023060244 Stolen - Property 07/10/2317:37 Surveillance 2023061792 07/27/2310:54 Surveillance 2023067395 07/27/2310:56 Surveillance 2023067396 Suspicious - Circumstances Total: 22 07/03/23 16:13 Suspicious - 2023059367 07/04/23 04:28 Suspicious - 2023059571 07/05/23 14:21 Suspicious - 2023060007 07/05/23 17:59 Suspicious - 2023060084 07/07/23 07:37 Suspicious - 2023060543 07/13/23 00:06 Suspicious - 2023062613 07/13/23 07:14 Suspicious - 2023062656 07/13/23 13:10 Suspicious - 2023062756 07/14/23 19:05 Suspicious - 2023063255 07/15/23 07:45 Suspicious - 2023063407 07/16/23 06:29 Suspicious - 2023063700 07/18/23 14:27 Suspicious - 2023064358 07/19/23 12:21 Suspicious - 2023064607 07/20/23 19:48 Suspicious - 2023065129 07/22/23 15:57 Suspicious - 2023065768 07/24/23 16:14 Suspicious - 2023066430 07/25/23 20:14 Suspicious - 2023066845 07/26/23 16:30 Suspicious - 2023067106 07/28/23 07:27 Suspicious - 2023067711 07/29/23 00:46 Suspicious - 2023067966 07/29/23 23:05 Suspicious - 2023068236 07/30/23 20:52 Suspicious - 2023068486 Suspicious - Item Total: 1 07/12/23 17:50 Suspicious - Item 2023062522 Disorderly Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Civil Complaint Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Citizen Aid Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Lost - Found Property Case Number How Reported Phone Phone Phone WP23018101 Phone WP23019335 Phone WSIU23016879 WP23016576 Phone WP23016639 Phone WP23016782 Phone WP23016805 Phone WP23016942 Phone WP23017540 911 WP23017556 Phone WP23017592 Phone WP23017763 Phone WP23017800 911 WP23017892 Phone WP23018092 Phone WP23018170 Phone WP23018337 Phone WP23018523 Phone WP23018710 Phone WP23018824 911 WP23018911 911 WP23019052 Phone WP23019117 Officer WP23019195 Phone WP23019263 911 LVA LV918 jWb'SM0Z!TO M Page 22 of 32 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported Suspicious - Person - Vehicle Total: 33 07/01/23 16:40 Suspicious - Person - 2023058641 Suspicious - Person - Vehicle WP23016391 Phone 07/02/23 07:03 Suspicious - Person - 2023058855 Suspicious - Person - Vehicle WP23016439 911 07/02/23 12:34 Suspicious - Person - 2023058930 Suspicious - Person - Vehicle WP23016456 Phone 07/02/23 16:21 Suspicious - Person - 2023058996 Suspicious - Person - Vehicle WP23016478 Phone 07/04/23 21:07 Suspicious - Person - 2023059780 Suspicious - Person - Vehicle WP23016699 Phone 07/05/23 15:01 Suspicious - Person - 2023060023 Suspicious - Person - Vehicle WP23016787 Phone 07/08/23 12:07 Suspicious - Person - 2023060984 Suspicious - Person - Vehicle WP23017066 Phone 07/10/23 11:20 Suspicious - Person - 2023061628 Suspicious - Person - Vehicle WP23017238 911 07/10/23 19:55 Suspicious - Person - 2023061845 Suspicious - Person - Vehicle WP23017301 Phone 07/12/23 10:36 Suspicious - Person - 2023062371 Drugs WP23017449 Phone 07/12/23 11:46 Suspicious - Person - 2023062395 Suspicious - Person - Vehicle WP23017459 911 07/13/23 16:55 Suspicious - Person - 2023062835 Suspicious - Person - Vehicle WP23017623 Phone 07/13/23 18:34 Suspicious - Person - 2023062878 Suspicious - Person - Vehicle WP23017641 911 07/15/23 01:16 Suspicious - Person - 2023063377 Suspicious - Person - Vehicle WP23017791 Officer 07/16/23 20:08 Suspicious - Person - 2023063883 Suspicious - Person - Vehicle WP23017952 Phone 07/17/23 00:35 Suspicious - Person - 2023063925 Suspicious - Person - Vehicle WP23017967 Officer 07/17/23 12:27 Suspicious - Person - 2023064037 Stolen - Vehicle WP23017994 Phone 07/17/23 14:44 Suspicious - Person - 2023064089 Suspicious - Person - Vehicle WP23018014 911 07/21/23 14:18 Suspicious - Person - 2023065363 Suspicious - Person - Vehicle WP23018413 Phone 07/22/23 19:42 Suspicious - Person - 2023065853 Suspicious - Person - Vehicle WP23018543 911 07/23/23 01:11 Suspicious - Person - 2023065971 Suspicious - Person - Vehicle WP23018576 Phone 07/26/23 14:07 Suspicious - Person - 2023067058 Suspicious - Person - Vehicle WP23018894 Phone 07/27/23 12:57 Suspicious - Person - 2023067433 Suspicious - Person - Vehicle WP23018987 Phone 07/27/23 23:13 Suspicious - Person - 2023067656 Suspicious - Person - Vehicle WP23019042 911 07/28/23 00:35 Suspicious - Person - 2023067667 Suspicious - Person - Vehicle WP23019045 911 07/28/23 08:49 Suspicious - Person - 2023067721 Suspicious - Person - Vehicle WP23019055 Phone 07/28/23 09:38 Suspicious - Person - 2023067734 Suspicious - Person - Vehicle WP23019059 Phone 07/28/23 15:31 Suspicious - Person - 2023067843 Suspicious - Person - Vehicle WP23019079 Phone 07/28/23 16:04 Suspicious - Person - 2023067850 Suspicious - Person - Vehicle WP23019082 Phone 07/28/23 22:04 Suspicious - Person - 2023067938 Suspicious - Person - Vehicle WP23019111 Phone 07/29/23 16:57 Suspicious - Person - 2023068134 Suspicious - Person - Vehicle WP23019162 911 07/30/23 15:43 Suspicious - Person - 2023068406 Check Welfare WP23019235 07/31/23 21:41 Suspicious - Person - 2023068784 Suspicious - Person - Vehicle WP23019366 Phone Theft Total: 6 07/01/23 06:09 Theft 2023058494 Lost - Found Property WP23016353 911 07/06/2311:43 Theft 2023060278 Theft WP23016853 Phone 07/07/2317:06 Theft 2023060736 Theft WP23016998 Phone 07/12/2312:18 Theft 2023062408 Theft WP23017471 Phone 07/14/23 11:19 Theft 2023063084 Criminal Damage to Property WP23017704 Phone 07/31/23 07:50 Theft 2023068551 Theft WP23019289 Phone Theft; Civil Complaint Total: 1 07/13/23 16:20 Theft; Civil Complaint 2023062820 Theft WP23017616 Phone Theft - From Vehicle Total: 3 07/02/23 22:16 Theft - From Vehicle 2023059130 Theft - From Vehicle WP23016515 911 Page 23 of 32 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 07/07/23 20:45 Theft - From Vehicle 2023060802 Theft - From Vehicle WP23017020 Phone 07/12/23 10:55 Theft - From Vehicle 2023062376 Theft - From Vehicle WP23017451 Phone Theft - From Vehicle; Civil Complaint Total: 1 WP23016886 Phone 07/04/23 12:29 Theft - From Vehicle; 2023059645 Civil Complaint WP23016665 Phone Theft - Identity Theft Total: 1 07/08/23 15:27 Theft - Shoplifting 2023061036 Theft - Shoplifting 07/27/23 10:18 Theft - Identity Theft 2023067385 Fraud - Internet WP23018972 Phone Theft - Shoplifting Total: 26 07/02/23 15:11 Theft - Shoplifting 2023058977 Theft - Shoplifting WP23016473 Phone 07/04/23 19:40 Theft - Shoplifting 2023059758 Theft - Shoplifting WP23016693 Phone 07/06/23 16:58 Theft - Shoplifting 2023060392 Theft - Shoplifting WP23016886 Phone 07/06/23 21:53 Theft - Shoplifting 2023060475 Theft - Shoplifting WP23016920 Phone 07/08/23 15:27 Theft - Shoplifting 2023061036 Theft - Shoplifting WP23017083 Phone 07/09/23 20:38 Theft - Shoplifting 2023061464 Theft - Shoplifting WP23017191 Phone 07/10/23 17:07 Theft - Shoplifting 2023061781 Theft - Shoplifting WP23017286 Phone 07/11/23 12:16 Theft - Shoplifting 2023062036 Theft - Shoplifting WP23017354 Phone 07/11/23 15:11 Theft - Shoplifting 2023062117 Theft - Shoplifting WP23017375 911 07/11/23 17:29 Theft - Shoplifting 2023062169 Theft - Shoplifting WP23017393 Phone 07/11/23 19:36 Theft - Shoplifting 2023062207 Theft - Shoplifting WP23017401 911 07/16/23 09:56 Theft - Shoplifting 2023063721 Theft - Shoplifting WP23017900 Phone 07/16/23 12:07 Theft - Shoplifting 2023063747 Theft - Shoplifting WP23017907 Phone 07/17/23 12:38 Theft - Shoplifting 2023064042 Theft - Shoplifting WP23017995 Phone 07/17/23 16:57 Theft - Shoplifting 2023064143 Theft - Shoplifting WP23018030 911 07/18/23 17:48 Theft - Shoplifting 2023064431 Theft - Shoplifting WP23018114 Phone 07/18/23 17:52 Theft - Shoplifting 2023064432 Theft - Shoplifting WP23018116 Phone 07/19/23 15:04 Theft - Shoplifting 2023064657 Theft - Shoplifting WP23018194 Phone 07/22/23 15:32 Theft - Shoplifting 2023065762 Theft - Shoplifting WP23018521 Phone 07/22/23 15:41 Theft - Shoplifting 2023065763 Theft - Shoplifting WP23018522 Phone 07/23/23 15:34 Theft - Shoplifting 2023066094 Theft - Shoplifting WP23018614 Phone 07/26/23 15:25 Theft - Shoplifting 2023067080 Theft - Shoplifting WP23018904 Phone 07/29/23 17:06 Theft - Shoplifting 2023068136 Theft - Shoplifting WP23019163 911 07/30/23 17:22 Theft - Shoplifting 2023068429 Theft - Shoplifting BP23007616 911 07/30/23 20:08 Theft - Shoplifting 2023068473 Theft - Shoplifting WP23019258 Phone 07/31/23 11:33 Theft - Shoplifting 2023068611 Theft - Shoplifting WP23019309 Phone Threats Total: 4 07/01/2312:34 Threats 2023058562 Disorderly WP23016367 911 07/06/23 09:09 Threats 2023060230 Threats WP23016845 Phone 07/17/23 03:16 Threats 2023063937 Threats WP23017971 Phone 07/18/2315:22 Threats 2023064384 Threats WP23018099 Phone Tow Total: 3 07/17/23 09:07 Tow 2023063968 Phone 07/19/2319:44 Tow 2023064773 Tow WP23018238 Phone 07/27/2315:24 Tow 2023067496 Phone Page 24 of 32 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported Traffic - Complaint Total: 28 07/01/23 13:50 Traffic - Complaint 2023058587 Traffic - Complaint WP23016377 911 07/02/23 09:45 Traffic - Complaint 2023058882 Traffic - Complaint WP23016445 911 07/04/23 19:28 Traffic - Complaint 2023059755 Traffic - Complaint WP23016691 Phone 07/05/23 18:18 Traffic - Complaint 2023060092 Unwanted Person WP23016807 Phone 07/07/23 15:20 Traffic - Complaint 2023060687 Traffic - Complaint WP23016985 911 07/08/23 21:52 Traffic - Complaint 2023061188 Traffic - Complaint WP23017124 911 07/09/23 00:29 Traffic - Complaint 2023061234 Traffic - Complaint WP23017137 Phone 07/09/23 21:51 Traffic - Complaint 2023061484 Traffic - Complaint WP23017200 911 07/10/23 02:23 Traffic - Complaint 2023061541 Traffic - Complaint WP23017210 911 07/10/23 20:22 Traffic - Complaint 2023061849 Traffic - Complaint WP23017302 911 07/11/23 15:28 Traffic - Complaint 2023062125 Traffic - Complaint WP23017380 Phone 07/12/23 09:28 Traffic - Complaint 2023062346 Traffic - Complaint WP23017442 Phone 07/12/23 19:13 Traffic - Complaint 2023062546 Traffic - Complaint WP23017524 911 07/14/23 18:25 Traffic - Complaint 2023063243 Traffic - Complaint WP23017759 911 07/14/23 21:13 Traffic - Complaint 2023063304 Traffic - Complaint WP23017777 911 07/16/23 21:51 Traffic - Complaint 2023063907 Traffic - Complaint WP23017960 911 07/17/23 07:46 Traffic - Complaint 2023063952 Traffic - Complaint WP23017977 Phone 07/17/23 22:00 Traffic - Complaint 2023064208 Traffic - Complaint WP23018056 Phone 07/21/23 11:16 Traffic - Complaint 2023065305 Traffic - Complaint WP23018384 Phone 07/21/23 13:06 Traffic - Complaint 2023065340 Traffic - Complaint WP23018402 911 07/21/23 19:40 Traffic - Complaint 2023065486 Traffic - Complaint WP23018456 Phone 07/23/23 21:49 Traffic - Complaint 2023066215 Traffic - Complaint WP23018648 Phone 07/25/23 16:51 Traffic - Complaint 2023066773 Traffic - Complaint WP23018804 911 07/25/23 16:57 Traffic - Complaint 2023066775 Traffic - Complaint WP23018806 911 07/25/23 17:22 Traffic - Complaint 2023066786 Traffic - Complaint WP23018808 Phone 07/25/23 18:56 Traffic - Complaint 2023066822 Traffic - Complaint WP23018816 Phone 07/25/23 23:37 Traffic - Complaint 2023066893 DUI WP23018838 Phone 07/27/23 16:14 Traffic - Complaint 2023067517 Traffic - Complaint WP23019010 Phone Traffic - Complaint; Extra Patrol Total: 1 07/07/23 12:13 Traffic - Complaint; 2023060622 Traffic - Complaint Traffic - Hazard Total: 2 07/19/23 18:12 Traffic - Hazard 2023064735 07/22/23 04:58 Traffic - Hazard 2023065630 Traffic Stop Total: 289 07/01/23 01:37 Traffic Stop 2023058463 07/01/23 01:44 Traffic Stop 2023058466 07/01/2310:34 Traffic Stop 2023058522 07/01/2318:13 Traffic Stop 2023058676 07/01/23 22:40 Traffic Stop 2023058775 07/02/23 00:34 Traffic Stop 2023058808 07/02/23 01:12 Traffic Stop 2023058821 07/02/23 01:28 Traffic Stop 2023058826 07/02/23 02:28 Traffic Stop 2023058834 07/02/23 02:57 Traffic Stop 2023058836 Traffic - Hazard Traffic - Hazard WP23016965 Phone WP23018217 Phone WP23018487 Phone Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Page 25 of 32 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 07/02/23 10:12 Traffic Stop 2023058887 Officer 07/02/23 12:14 Traffic Stop 2023058923 Officer 07/02/23 14:42 Traffic Stop 2023058963 Officer 07/02/2314:55 Traffic Stop 2023058969 Officer 07/02/23 15:15 Traffic Stop 2023058980 Traffic Stop WP23016474 Officer 07/02/23 16:40 Traffic Stop 2023059006 Officer 07/02/2317:28 Traffic Stop 2023059028 Officer 07/03/23 06:42 Traffic Stop 2023059192 Officer 07/03/2311:55 Traffic Stop 2023059264 Officer 07/03/2312:25 Traffic Stop 2023059280 Officer 07/04/23 23:55 Traffic Stop 2023059835 Officer 07/05/23 00:36 Traffic Stop 2023059843 Officer 07/05/23 05:59 Traffic Stop 2023059869 Traffic Stop WP23016738 Officer 07/05/23 06:03 Traffic Stop 2023059870 Officer 07/05/23 10:49 Traffic Stop 2023059933 Traffic Stop WP23016761 Officer 07/05/23 14:15 Traffic Stop 2023060003 Officer 07/05/23 16:10 Traffic Stop 2023060047 Traffic Stop WP23016793 Officer 07/05/23 20:50 Traffic Stop 2023060136 Officer 07/06/23 00:48 Traffic Stop 2023060183 Officer 07/06/23 13:49 Traffic Stop 2023060333 Officer 07/06/23 14:42 Traffic Stop 2023060353 Officer 07/06/23 22:14 Traffic Stop 2023060480 Traffic Stop WP23016921 Officer 07/06/23 23:18 Traffic Stop 2023060498 Officer 07/07/23 15:46 Traffic Stop 2023060703 Officer 07/07/23 15:57 Traffic Stop 2023060709 Traffic Stop WP23016990 Officer 07/07/23 16:29 Traffic Stop 2023060726 Traffic Stop WP23017000 Officer 07/07/23 20:17 Traffic Stop 2023060794 Officer 07/07/23 20:53 Traffic Stop 2023060803 Officer 07/07/23 21:47 Traffic Stop 2023060828 Officer 07/07/23 21:59 Traffic Stop 2023060835 Officer 07/08/23 03:34 Traffic Stop 2023060906 Officer 07/08/23 04:37 Traffic Stop 2023060910 Officer 07/08/23 07:00 Traffic Stop 2023060917 Officer 07/08/23 08:22 Traffic Stop 2023060927 Traffic Stop WP23017049 Officer 07/08/23 09:54 Traffic Stop 2023060945 Officer 07/08/2312:51 Traffic Stop 2023060997 Officer 07/08/23 14:39 Traffic Stop 2023061027 Traffic Stop WP23017079 Officer 07/08/23 16:12 Traffic Stop 2023061053 Officer 07/08/2316:31 Traffic Stop 2023061059 Officer 07/08/23 18:08 Traffic Stop 2023061097 Traffic Stop WP23017103 Officer 07/08/23 18:25 Traffic Stop 2023061106 Officer 07/08/23 18:47 Traffic Stop 2023061120 Traffic Stop WP23017105 Officer 07/08/23 19:49 Traffic Stop 2023061146 Officer 07/08/23 20:29 Traffic Stop 2023061161 Officer 07/09/23 01:48 Traffic Stop 2023061248 Officer 07/09/23 10:22 Traffic Stop 2023061298 Officer 07/09/23 14:29 Traffic Stop 2023061351 Officer Page 26 of 32 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 07/09/23 14:45 Traffic Stop 2023061359 Officer 07/10/23 07:23 Traffic Stop 2023061563 Officer 07/10/23 11:40 Traffic Stop 2023061632 Traffic Stop WP23017240 Officer 07/10/23 15:15 Traffic Stop 2023061724 Officer 07/10/23 15:20 Traffic Stop 2023061727 Warrant - Arrest WP23017272 Officer 07/10/23 19:51 Traffic Stop 2023061843 Officer 07/10/23 20:22 Traffic Stop 2023061850 Traffic Stop WP23017303 Officer 07/10/23 21:46 Traffic Stop 2023061863 Officer 07/10/23 21:56 Traffic Stop 2023061865 Officer 07/10/23 22:09 Traffic Stop 2023061873 Officer 07/10/23 23:05 Traffic Stop 2023061884 Officer 07/11/23 00:12 Traffic Stop 2023061893 Officer 07/11/23 00:27 Traffic Stop 2023061897 Officer 07/11/23 01:11 Traffic Stop 2023061902 Officer 07/11/23 02:45 Traffic Stop 2023061909 Officer 07/11/23 11:59 Traffic Stop 2023062032 Officer 07/11/23 12:06 Traffic Stop 2023062033 Officer 07/11/23 16:10 Traffic Stop 2023062144 Officer 07/11/23 18:44 Traffic Stop 2023062192 Officer 07/11/23 22:31 Traffic Stop 2023062261 Officer 07/12/23 10:01 Traffic Stop 2023062357 07/12/23 14:10 Traffic Stop 2023062444 DUI WP23017484 Officer 07/12/23 20:05 Traffic Stop 2023062563 Officer 07/12/23 20:35 Traffic Stop 2023062572 Officer 07/12/23 20:35 Traffic Stop 2023062573 Officer 07/12/23 20:56 Traffic Stop 2023062578 Officer 07/12/23 21:12 Traffic Stop 2023062580 Officer 07/12/23 21:16 Traffic Stop 2023062582 Officer 07/12/23 21:25 Traffic Stop 2023062585 Officer 07/12/23 21:44 Traffic Stop 2023062592 Officer 07/12/23 22:18 Traffic Stop 2023062601 Officer 07/12/23 23:39 Traffic Stop 2023062610 Traffic Stop WP23017539 Officer 07/13/23 04:48 Traffic Stop 2023062640 Traffic Stop WP23017553 Officer 07/13/23 13:00 Traffic Stop 2023062752 Traffic Stop WP23017593 Officer 07/13/23 13:08 Traffic Stop 2023062753 Officer 07/14/23 00:02 Traffic Stop 2023062961 Officer 07/14/23 07:27 Traffic Stop 2023063005 Officer 07/14/23 10:35 Traffic Stop 2023063063 Officer 07/14/23 15:10 Traffic Stop 2023063168 Traffic Stop WP23017734 Officer 07/14/23 16:27 Traffic Stop 2023063194 Officer 07/14/23 16:43 Traffic Stop 2023063197 Officer 07/14/23 19:26 Traffic Stop 2023063261 Officer 07/14/23 19:47 Traffic Stop 2023063269 Traffic Stop WP23017768 Officer 07/14/23 20:10 Traffic Stop 2023063278 Officer 07/15/23 02:44 Traffic Stop 2023063389 Officer 07/15/23 02:58 Traffic Stop 2023063391 Traffic Stop WP23017796 Officer 07/15/23 10:18 Traffic Stop 2023063437 Officer Page 27 of 32 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 07/15/23 10:44 Traffic Stop 2023063442 Officer 07/15/23 10:45 Traffic Stop 2023063443 Traffic Stop WP23017811 Officer 07/15/23 12:36 Traffic Stop 2023063474 Traffic Stop WP23017820 Officer 07/15/23 12:55 Traffic Stop 2023063483 Traffic Stop WP23017822 Officer 07/15/23 20:19 Traffic Stop 2023063612 Officer 07/15/23 20:30 Traffic Stop 2023063615 Officer 07/15/23 20:41 Traffic Stop 2023063616 Officer 07/15/23 21:42 Traffic Stop 2023063632 Officer 07/15/23 22:00 Traffic Stop 2023063637 Officer 07/15/23 22:01 Traffic Stop 2023063639 Officer 07/15/23 22:10 Traffic Stop 2023063640 Officer 07/15/23 22:29 Traffic Stop 2023063645 Officer 07/16/23 11:13 Traffic Stop 2023063734 Officer 07/16/23 15:37 Traffic Stop 2023063791 Officer 07/16/23 16:31 Traffic Stop 2023063817 Officer 07/16/23 17:22 Traffic Stop 2023063827 Officer 07/16/23 18:04 Traffic Stop 2023063841 Officer 07/16/23 18:12 Traffic Stop 2023063845 Officer 07/16/23 18:27 Traffic Stop 2023063848 Officer 07/16/23 18:45 Traffic Stop 2023063852 Officer 07/16/23 18:50 Traffic Stop 2023063854 Officer 07/16/23 18:59 Traffic Stop 2023063857 Traffic Stop WP23017940 Officer 07/16/23 19:26 Traffic Stop 2023063867 Officer 07/16/23 19:30 Traffic Stop 2023063870 Officer 07/16/23 20:09 Traffic Stop 2023063884 Officer 07/16/23 20:39 Traffic Stop 2023063892 Officer 07/16/23 21:25 Traffic Stop 2023063901 Officer 07/16/23 23:03 Traffic Stop 2023063915 Officer 07/16/23 23:36 Traffic Stop 2023063917 Officer 07/17/23 00:23 Traffic Stop 2023063922 Officer 07/17/23 01:04 Traffic Stop 2023063928 Officer 07/17/23 01:41 Traffic Stop 2023063932 Officer 07/17/23 10:41 Traffic Stop 2023063997 Officer 07/17/23 11:18 Traffic Stop 2023064012 Officer 07/17/23 11:31 Traffic Stop 2023064017 Officer 07/17/23 17:35 Traffic Stop 2023064153 Traffic Stop WP23018035 Officer 07/17/23 23:35 Traffic Stop 2023064218 Drugs WP23018061 Officer 07/18/23 10:22 Traffic Stop 2023064300 Traffic Stop WP23018072 Officer 07/18/23 10:28 Traffic Stop 2023064305 Officer 07/18/23 15:13 Traffic Stop 2023064382 Officer 07/18/23 16:04 Traffic Stop 2023064401 Officer 07/18/23 20:37 Traffic Stop 2023064466 Officer 07/18/23 21:33 Traffic Stop 2023064477 Officer 07/18/23 21:39 Traffic Stop 2023064479 Officer 07/18/23 23:40 Traffic Stop 2023064499 Traffic Stop WP23018139 Officer 07/19/23 00:41 Traffic Stop 2023064503 Officer 07/19/23 13:57 Traffic Stop 2023064641 Traffic Stop WP23018184 Officer Page 28 of 32 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 07/19/23 15:15 Traffic Stop 2023064660 Officer 07/19/23 15:32 Traffic Stop 2023064670 Officer 07/19/23 15:40 Traffic Stop 2023064673 Officer 07/19/23 15:45 Traffic Stop 2023064675 Officer 07/19/23 22:05 Traffic Stop 2023064811 Officer 07/19/23 22:24 Traffic Stop 2023064817 Officer 07/19/23 23:21 Traffic Stop 2023064835 Officer 07/20/23 09:27 Traffic Stop 2023064931 Officer 07/20/2312:02 Traffic Stop 2023064965 Officer 07/20/2314:20 Traffic Stop 2023065016 Officer 07/20/2315:39 Traffic Stop 2023065038 Officer 07/20/2319:01 Traffic Stop 2023065111 Officer 07/20/23 19:16 Traffic Stop 2023065118 Officer 07/20/23 19:40 Traffic Stop 2023065125 Officer 07/20/23 19:44 Traffic Stop 2023065127 Officer 07/20/23 21:07 Traffic Stop 2023065155 Officer 07/20/23 21:29 Traffic Stop 2023065163 Officer 07/20/23 21:32 Traffic Stop 2023065166 Officer 07/21/2316:09 Traffic Stop 2023065393 Officer 07/21/2316:53 Traffic Stop 2023065417 Traffic Stop WP23018433 Officer 07/21/23 22:32 Traffic Stop 2023065545 Officer 07/22/23 00:07 Traffic Stop 2023065583 Officer 07/22/23 01:43 Traffic Stop 2023065611 Officer 07/22/23 12:12 Traffic Stop 2023065701 Officer 07/22/23 12:19 Traffic Stop 2023065705 Officer 07/22/2312:34 Traffic Stop 2023065708 Officer 07/22/2313:00 Traffic Stop 2023065714 Officer 07/22/23 13:13 Traffic Stop 2023065721 Officer 07/22/23 14:12 Traffic Stop 2023065742 Officer 07/22/2317:03 Traffic Stop 2023065787 Officer 07/22/2318:36 Traffic Stop 2023065822 Officer 07/22/23 18:42 Traffic Stop 2023065824 Officer 07/22/2318:53 Traffic Stop 2023065833 Officer 07/22/2319:06 Traffic Stop 2023065839 Officer 07/22/2319:52 Traffic Stop 2023065857 Traffic Stop WP23018546 Officer 07/22/2319:58 Traffic Stop 2023065858 Officer 07/22/23 20:38 Traffic Stop 2023065867 Officer 07/22/23 22:16 Traffic Stop 2023065912 Officer 07/22/23 22:17 Traffic Stop 2023065913 Officer 07/22/23 22:51 Traffic Stop 2023065930 Officer 07/23/23 02:19 Traffic Stop 2023065978 Officer 07/23/2310:06 Traffic Stop 2023066019 Officer 07/23/2315:00 Traffic Stop 2023066087 Officer 07/23/23 15:35 Traffic Stop 2023066095 Traffic Stop WP23018616 Officer 07/23/23 22:07 Traffic Stop 2023066222 Officer 07/23/23 22:18 Traffic Stop 2023066226 Officer 07/23/23 22:52 Traffic Stop 2023066235 Officer Page 29 of 32 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 07/23/23 23:12 Traffic Stop 2023066239 Officer 07/24/23 07:01 Traffic Stop 2023066269 Officer 07/24/23 09:54 Traffic Stop 2023066316 Officer 07/24/2311:39 Traffic Stop 2023066344 Officer 07/24/2311:55 Traffic Stop 2023066348 Officer 07/24/23 13:49 Traffic Stop 2023066385 Officer 07/24/2314:34 Traffic Stop 2023066396 Officer 07/24/2316:50 Traffic Stop 2023066438 Officer 07/24/23 16:51 Traffic Stop 2023066440 Warrant - Arrest WP23018716 Officer 07/24/2316:57 Traffic Stop 2023066443 Officer 07/24/23 18:15 Traffic Stop 2023066464 Officer 07/24/2319:52 Traffic Stop 2023066492 Officer 07/24/23 20:01 Traffic Stop 2023066497 Officer 07/24/23 20:55 Traffic Stop 2023066510 Officer 07/24/23 21:11 Traffic Stop 2023066515 Officer 07/24/23 22:40 Traffic Stop 2023066538 Officer 07/25/23 00:03 Traffic Stop 2023066546 Officer 07/25/23 01:05 Traffic Stop 2023066553 Officer 07/25/23 10:53 Traffic Stop 2023066625 Officer 07/25/23 11:05 Traffic Stop 2023066633 Traffic Stop WP23018769 Officer 07/25/23 11:30 Traffic Stop 2023066644 Traffic Stop WP23018770 Officer 07/25/23 11:48 Traffic Stop 2023066653 Officer 07/25/23 12:52 Traffic Stop 2023066674 Officer 07/25/23 13:36 Traffic Stop 2023066695 Warrant - Arrest WP23018786 Officer 07/25/23 16:24 Traffic Stop 2023066761 Officer 07/25/23 18:10 Traffic Stop 2023066808 Officer 07/25/23 18:21 Traffic Stop 2023066811 Officer 07/25/23 19:20 Traffic Stop 2023066829 Traffic Stop WP23018818 Officer 07/25/23 19:29 Traffic Stop 2023066831 Officer 07/25/23 19:50 Traffic Stop 2023066837 Officer 07/25/23 20:06 Traffic Stop 2023066843 Officer 07/25/23 21:17 Traffic Stop 2023066865 Traffic Stop WP23018831 Officer 07/26/23 01:49 Traffic Stop 2023066908 Officer 07/26/2316:58 Traffic Stop 2023067117 Officer 07/26/23 17:12 Traffic Stop 2023067125 Officer 07/26/2317:23 Traffic Stop 2023067136 Officer 07/26/2317:26 Traffic Stop 2023067137 Officer 07/26/2318:26 Traffic Stop 2023067162 Traffic Stop WP23018927 Officer 07/26/2318:38 Traffic Stop 2023067167 Officer 07/26/2319:57 Traffic Stop 2023067202 Officer 07/26/23 20:15 Traffic Stop 2023067211 Officer 07/26/23 20:18 Traffic Stop 2023067213 Officer 07/26/23 20:30 Traffic Stop 2023067215 Officer 07/26/23 21:14 Traffic Stop 2023067239 Officer 07/26/23 22:49 Traffic Stop 2023067271 Officer 07/26/23 23:12 Traffic Stop 2023067279 Officer 07/26/23 23:20 Traffic Stop 2023067283 Traffic Stop WP23018954 Officer Page 30 of 32 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 07/27/23 02:40 Traffic Stop 2023067310 Officer 07/27/23 11:17 Traffic Stop 2023067400 Officer 07/27/23 11:58 Traffic Stop 2023067419 Officer 07/27/23 14:20 Traffic Stop 2023067457 Officer 07/27/23 15:59 Traffic Stop 2023067512 Officer 07/27/23 17:41 Traffic Stop 2023067555 Traffic Stop WP23019018 Officer 07/27/23 18:17 Traffic Stop 2023067566 Officer 07/27/23 18:27 Traffic Stop 2023067570 Officer 07/27/23 18:38 Traffic Stop 2023067577 Officer 07/27/23 18:42 Traffic Stop 2023067578 Officer 07/27/23 19:13 Traffic Stop 2023067591 Officer 07/27/23 19:31 Traffic Stop 2023067596 Officer 07/27/23 19:33 Traffic Stop 2023067598 Officer 07/27/23 19:43 Traffic Stop 2023067605 Officer 07/27/23 19:45 Traffic Stop 2023067606 Officer 07/27/23 19:51 Traffic Stop 2023067609 Officer 07/28/23 08:00 Traffic Stop 2023067715 Officer 07/28/23 10:56 Traffic Stop 2023067757 Traffic Stop WP23019063 Officer 07/28/23 18:09 Traffic Stop 2023067881 Officer 07/28/23 18:20 Traffic Stop 2023067883 Traffic Stop WP23019093 Officer 07/28/23 18:34 Traffic Stop 2023067886 Officer 07/28/23 18:58 Traffic Stop 2023067893 Officer 07/28/23 19:03 Traffic Stop 2023067896 Officer 07/28/23 19:14 Traffic Stop 2023067899 Officer 07/28/23 23:59 Traffic Stop 2023067957 Officer 07/29/23 01:36 Traffic Stop 2023067974 DUI WP23019120 Officer 07/29/23 06:03 Traffic Stop 2023067989 Officer 07/29/23 06:21 Traffic Stop 2023067990 Officer 07/29/23 06:49 Traffic Stop 2023067995 Officer 07/29/23 09:26 Traffic Stop 2023068024 Officer 07/29/23 10:08 Traffic Stop 2023068029 Traffic Stop WP23019130 Officer 07/29/23 16:23 Traffic Stop 2023068121 Traffic Stop WP23019158 Officer 07/29/23 16:39 Traffic Stop 2023068128 Officer 07/29/23 18:15 Traffic Stop 2023068156 Officer 07/29/23 18:17 Traffic Stop 2023068157 Traffic Stop WP23019172 Officer 07/29/23 22:56 Traffic Stop 2023068232 Officer 07/29/23 23:47 Traffic Stop 2023068243 Officer 07/30/23 12:11 Traffic Stop 2023068353 Warrant - Arrest WP23019224 Officer 07/30/23 15:25 Traffic Stop 2023068401 Officer 07/30/23 16:25 Traffic Stop 2023068414 Officer 07/31/23 12:16 Traffic Stop 2023068631 Officer 07/31/23 16:41 Traffic Stop 2023068708 Officer 07/31/23 22:14 Traffic Stop 2023068796 Officer 07/31/23 22:22 Traffic Stop 2023068798 Officer Training Total: 9 07/11/23 08:18 Training 2023061953 Page 31 of 32 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 07/11/2312:22 Training 2023062039 Phone 07/14/23 07:12 Training 2023063001 07/19/23 06:01 Training 2023064523 07/20/2312:27 Training 2023064974 07/20/2313:37 Training 2023065004 07/21/23 07:42 Training 2023065261 07/29/2319:25 Training 2023068174 07/31/2313:06 Training 2023068644 Transport Total: 2 07/01/23 21:18 Transport 2023058746 07/08/2319:23 Transport 2023061136 Trespass Total: 4 07/02/2310:28 Trespass 2023060601 2023058896 Harassment WP23016449 Phone 07/05/2319:51 Trespass 07/13/23 19:00 2023060117 Trespass 07/16/23 16:52 WP23016814 Phone 07/14/2313:30 Trespass 2023063136 Trespass WP23017722 Phone 07/17/2316:38 Trespass 2023064132 Trespass WP23018027 Phone Unwanted Person Total: 7 07/05/23 20:10 Unwanted Person 2023060121 Unwanted Person WP23016815 911 07/11/23 18:22 Unwanted Person 2023062181 Unwanted Person WP23017395 911 07/11/23 22:00 Unwanted Person 2023062249 Unwanted Person WP23017417 Phone 07/14/23 01:48 Unwanted Person 2023062973 Unwanted Person WP23017675 911 07/19/23 09:18 Unwanted Person 2023064552 Unwanted Person WP23018153 911 07/20/23 09:40 Unwanted Person 2023064935 Unwanted Person WP23018277 Phone 07/27/23 13:03 Unwanted Person 2023067436 Unwanted Person WP23018989 Phone Warrant - Attempt Total: 5 07/07/23 11:14 Warrant - Attempt 2023060601 07/11/23 08:46 Warrant - Attempt 2023061962 Officer 07/12/23 08:36 Warrant - Attempt 2023062330 07/13/23 19:00 Warrant - Attempt 2023062889 Warrant - Arrest WP23017649 07/16/23 16:52 Warrant - Attempt 2023063819 Officer Total Records: 1258 Page 32 of 32 Monticello Patrol Hour Summary Hours Purchased Per Contract: 20,940.00 Shift Stop Starting Hours (beginning of month): 10,676.75 M -T -D (detailed below): 1,884.25 Balance going forward (to next month): 8,792.50 Position Time Type Regular Hours Y -T -D: 12,147.50 ** Estimated Hours not verified by final monthly payroll Shift Start Shift Stop Date Shift Start Time Shift Stop Date Time Schedule Position Time Type Regular Hours 1 -Jul -23 16:00 1 -Jul -23 20:00 Monticello (60) 3240 Sheriff Gener, 4 1 -Jul -23 8:00 1 -Jul -23 20:00 Monticello (60) 3211 Sheriff Gener; 12 1 -Jul -23 18:00 2 -Jul -23 6:00 Monticello (60) 3241 Sheriff Gener, 12 1 -Jul -23 20:00 2 -Jul -23 4:00 Monticello (60) 3240 Sheriff Gener; 8 1 -Jul -23 10:00 1 -Jul -23 22:00 Monticello (60) 3220 Sheriff Gener, 12 1 -Jul -23 6:00 1 -Jul -23 18:00 Monticello (60) 3210 Sheriff Gener; 12 1 -Jul -23 18:00 1 -Jul -23 18:45 Extra Hours: Mo 3210 EOS Premium 0.75 2 -Jul -23 20:00 3 -Jul -23 2:00 Monticello (60) 3240 Sheriff Gener; 6 2 -Jul -23 8:00 2 -Jul -23 20:00 Monticello (60) 3211 Sheriff Gener, 12 2 -Jul -23 18:00 3 -Jul -23 6:00 Monticello (60) 3241 Sheriff Gener; 12 2 -Jul -23 16:00 2 -Jul -23 20:00 Monticello (60) 3240 Sheriff Gener, 4 2 -Jul -23 10:00 2 -Jul -23 22:00 Monticello (60) 3220 Sheriff Gener, 12 2 -Jul -23 6:00 2 -Jul -23 18:00 Monticello (60) 3210 Sheriff Gener, 12 3 -Jul -23 16:00 4 -Jul -23 2:00 Monticello (60) 3231 Sheriff Gener, 10 3 -Jul -23 8:00 3 -Jul -23 18:00 Monticello (60) 3211 Sheriff Gener, 10 3 -Jul -23 18:00 3 -Jul -23 20:00 Extra Hours: Mo 3211 EOS Premium 2 3 -Jul -23 8:00 3 -Jul -23 14:00 Monticello (60) 3220 Sheriff Gener, 6 3 -Jul -23 20:00 4 -Jul -23 6:00 Monticello (60) 3241 Sheriff Gener, 10 3 -Jul -23 2:00 3 -Jul -23 4:00 Monticello (60) 3240 Sheriff Gener, 2 3 -Jul -23 16:00 4 -Jul -23 2:00 Monticello (60) 3230 Sheriff Gener, 10 3 -Jul -23 6:00 3 -Jul -23 16:00 Monticello (60) 3210 Sheriff Gener, 10 4 -Jul -23 16:00 5 -Jul -23 2:00 Monticello (60) 3231 Sheriff Gener, 10 4 -Jul -23 8:00 4 -Jul -23 18:00 Monticello (60) 3211 Sheriff Gener, 10 4 -Jul -23 20:00 5 -Jul -23 6:00 Monticello (60) 3241 Sheriff Gener, 10 4 -Jul -23 10:00 4 -Jul -23 20:00 Monticello (60) 3220 Sheriff Gener, 10 4 -Jul -23 16:00 5 -Jul -23 2:00 Monticello (60) 3230 Sheriff Gener, 10 4 -Jul -23 6:00 4 -Jul -23 16:00 Monticello (60) 3210 Sheriff Gener, 10 5 -Jul -23 16:00 6 -Jul -23 2:00 Monticello (60) 3230 Sheriff Gener, 10 5 -Jul -23 20:00 6 -Jul -23 6:00 Monticello (60) 3240 Sheriff Gener, 10 5 -Jul -23 10:00 5 -Jul -23 20:00 Monticello (60) 3220 Sheriff Gener, 10 5 -Jul -23 6:00 5 -Jul -23 16:00 Monticello (60) 3210 Sheriff Gener, 10 5 -Jul -23 8:00 5 -Jul -23 18:00 Monticello (60) 3211 Sheriff Gener, 10 5 -Jul -23 20:00 6 -Jul -23 6:00 Monticello (60) 3241 Sheriff Gener, 10 6-Jul-23 20:00 7-Jul-23 6:00 Monticello (60) 3240 Sheriff Gener, 10 6-Jul-23 16:00 7-Jul-23 2:00 Monticello (60) 3230 Sheriff Gener, 10 6-Jul-23 10:00 6-Jul-23 20:00 Monticello (60) 3220 Sheriff Gener, 10 6-Jul-23 6:00 6-Jul-23 16:00 Monticello (60) 3210 Sheriff Gener, 10 6-Jul-23 16:00 6-Jul-23 16:30 Extra Hours: Mo 3210 EOS Premium 0.5 6-Jul-23 8:00 6-Jul-23 18:00 Monticello (60) 3211 Sheriff Gener, 10 6-Jul-23 20:00 7-Jul-23 6:00 Monticello (60) 3241 Sheriff Gener, 10 7-Jul-23 16:00 7-Jul-23 22:00 Monticello (60) 3221 Sheriff Gener, 6 7-Jul-23 18:00 8-Jul-23 6:00 Monticello (60) 3240 Sheriff Gener, 12 7-Jul-23 10:00 7-Jul-23 22:00 Monticello (60) 3220 Sheriff Gener, 12 7-Jul-23 6:00 7-Jul-23 18:00 Monticello (60) 3210 Sheriff Gener, 12 7-Jul-23 8:00 7-Jul-23 20:00 Monticello (60) 3211 Sheriff Gener, 12 7-Jul-23 18:00 8-Jul-23 6:00 Monticello (60) 3241 Sheriff Gener, 12 8-Jul-23 18:00 9-Jul-23 6:00 Monticello (60) 3240 Sheriff Gener, 12 8-Jul-23 10:00 8-Jul-23 22:00 Monticello (60) 3220 Sheriff Gener, 12 8-Jul-23 6:00 8-Jul-23 18:00 Monticello (60) 3210 Sheriff Gener, 12 8-Jul-23 8:00 8-Jul-23 20:00 Monticello (60) 3211 Sheriff Gener; 12 8-Jul-23 18:00 9-Jul-23 6:00 Monticello (60) 3241 Sheriff Gener, 12 9-Jul-23 18:00 10-Jul-23 6:00 Monticello (60) 3240 Sheriff Gener; 12 9-Jul-23 10:00 9-Jul-23 22:00 Monticello (60) 3220 Sheriff Gener, 12 9-Jul-23 6:00 9-Jul-23 18:00 Monticello (60) 3210 Sheriff Gener; 12 9-Jul-23 8:00 9-Jul-23 20:00 Monticello (60) 3211 Sheriff Gener, 12 9-Jul-23 18:00 10-Jul-23 6:00 Monticello (60) 3241 Sheriff Gener; 12 10-Jul-23 8:00 10-Jul-23 20:00 Monticello (60) 3211 Sheriff Gener, 12 10-Jul-23 18:00 11-Jul-23 6:00 Monticello (60) 3241 Sheriff Gener; 12 10-Jul-23 10:00 10-Jul-23 22:00 Monticello (60) 3220 Sheriff Gener, 12 10-Jul-23 16:00 11-Jul-23 0:45 Monticello (60) 3240 Sheriff Gener, 8.75 10-Jul-23 6:00 10-Jul-23 18:00 Monticello (60) 3210 Sheriff Gener, 12 11-Jul-23 8:00 11-Jul-23 20:00 Monticello (60) 3211 Sheriff Gener, 12 11-Jul-23 20:00 12-Jul-23 0:00 Extra Hours: Mo 3211 EOS Premium 4 11-Jul-23 18:00 12-Jul-23 6:00 Monticello (60) 3241 Sheriff Gener, 12 11-Jul-23 10:00 11-Jul-23 22:00 Monticello (60) 3220 Sheriff Gener, 12 11-Jul-23 1:15 11-Jul-23 4:00 Monticello (60) 3240 Sheriff Gener, 2.75 11-Jul-23 16:00 12-Jul-23 4:00 Monticello (60) 3240 Sheriff Gener, 12 11-Jul-23 6:00 11-Jul-23 18:00 Monticello (60) 3210 Sheriff Gener, 12 11-Jul-23 18:00 11-Jul-23 22:00 Extra Hours: Mo 3210 EOS Premium 4 11-Jul-23 18:00 11-Jul-23 22:00 Extra Hours: Mo 3210 EOS Premium 4 12-Jul-23 18:00 13-Jul-23 6:00 Monticello (60) 3240 Sheriff Gener, 12 12-Jul-23 10:00 12-Jul-23 22:00 Monticello (60) 3220 Sheriff Gener, 12 12-Jul-23 6:00 12-Jul-23 18:00 Monticello (60) 3210 Sheriff Gener, 12 12-Jul-23 8:00 12-Jul-23 20:00 Monticello (60) 3211 Sheriff Gener, 12 12-Jul-23 18:00 13-Jul-23 6:00 Monticello (60) 3241 Sheriff Gener, 12 13-Jul-23 18:00 14-Jul-23 6:00 Monticello (60) 3240 Sheriff Gener, 12 13-Jul-23 10:00 13-Jul-23 22:00 Monticello (60) 3220 Sheriff Gener, 12 13-Jul-23 6:00 13-Jul-23 18:00 Monticello (60) 3210 Sheriff Gener, 12 13-Jul-23 8:00 13-Jul-23 20:00 Monticello (60) 3211 Sheriff Gener, 12 13-Jul-23 18:00 14-Jul-23 6:00 Monticello (60) 3241 Sheriff Gener, 12 14-Jul-23 8:00 14-Jul-23 20:00 Monticello (60) 3211 Sheriff Gener, 12 14-Jul-23 18:00 15-Jul-23 6:00 Monticello (60) 3241 Sheriff Gener, 12 14-Jul-23 18:00 15-Jul-23 6:00 Monticello (60) 3240 Sheriff Gener, 12 14-Jul-23 10:00 14-Jul-23 22:00 Monticello (60) 3220 Sheriff Gener, 12 14-Jul-23 6:00 14-Jul-23 18:00 Monticello (60) 3210 Sheriff Gener, 12 15-Jul-23 8:00 15-Jul-23 20:00 Monticello (60) 3211 Sheriff Gener, 12 15-Jul-23 20:00 15-Jul-23 21:30 Extra Hours: Mo 3211 EOS Premium 1.5 15-Jul-23 18:00 16-Jul-23 6:00 Monticello (60) 3241 Sheriff Gener, 12 15-Jul-23 18:00 16-Jul-23 6:00 Monticello (60) 3240 Sheriff Gener, 12 15-Jul-23 10:00 15-Jul-23 22:00 Monticello (60) 3220 Sheriff Gener, 12 15-Jul-23 6:00 15-Jul-23 18:00 Monticello (60) 3210 Sheriff Gener, 12 16-Jul-23 8:00 16-Jul-23 20:00 Monticello (60) 3211 Sheriff Gener, 12 16-Jul-23 18:00 17-Jul-23 6:00 Monticello (60) 3241 Sheriff Gener, 12 16-Jul-23 18:00 17-Jul-23 6:00 Monticello (60) 3240 Sheriff Gener, 12 16-Jul-23 10:00 16-Jul-23 22:00 Monticello (60) 3220 Sheriff Gener, 12 16-Jul-23 22:00 16-Jul-23 22:30 Extra Hours: Mo 3220 EOS Premium 0.5 16-Jul-23 6:00 16-Jul-23 18:00 Monticello (60) 3210 Sheriff Gener; 12 17-Jul-23 8:00 17-Jul-23 18:00 Monticello (60) 3211 Sheriff Gener, 10 17-Jul-23 20:00 18-Jul-23 6:00 Monticello (60) 3241 Sheriff Gener; 10 17-Jul-23 18:00 18-Jul-23 4:00 Monticello (60) 3240 Sheriff Gener, 10 17-Jul-23 10:00 17-Jul-23 20:00 Monticello (60) 3220 Sheriff Gener; 10 17-Jul-23 20:00 17-Jul-23 21:00 Extra Hours: Mo 3220 EOS Premium 1 17-Jul-23 16:00 18-Jul-23 2:00 Monticello (60) 3230 Sheriff Gener; 10 17-Jul-23 6:00 17-Jul-23 16:00 Monticello (60) 3210 Sheriff Gener, 10 18-Jul-23 8:00 18-Jul-23 18:00 Monticello (60) 3211 Sheriff Gener; 10 18-Jul-23 20:00 19-Jul-23 6:00 Monticello (60) 3241 Sheriff Gener, 10 18-Jul-23 18:00 19-Jul-23 4:00 Monticello (60) 3240 Sheriff Gener, 10 18-Jul-23 10:00 18-Jul-23 20:00 Monticello (60) 3220 Sheriff Gener, 10 18-Jul-23 16:00 19-Jul-23 2:00 Monticello (60) 3230 Sheriff Gener, 10 18-Jul-23 6:00 18-Jul-23 16:00 Monticello (60) 3210 Sheriff Gener, 10 19-Jul-23 20:00 20-Jul-23 6:00 Monticello (60) 3240 Sheriff Gener, 10 19-Jul-23 16:00 20-Jul-23 2:00 Monticello (60) 3230 Sheriff Gener, 10 19-Jul-23 10:00 19-Jul-23 16:00 Monticello (60) 3220 Sheriff Gener, 6 19-Jul-23 18:00 19-Jul-23 20:00 Monticello (60) 3220 Sheriff Gener, 2 19-Jul-23 6:00 19-Jul-23 16:00 Monticello (60) 3210 Sheriff Gener, 10 19-Jul-23 8:00 19-Jul-23 18:00 Monticello (60) 3211 Sheriff Gener, 10 19-Jul-23 20:00 20-Jul-23 6:00 Monticello (60) 3241 Sheriff Gener, 10 20-Jul-23 20:00 21-Jul-23 6:00 Monticello (60) 3240 Sheriff Gener, 10 20-Jul-23 16:00 21-Jul-23 2:00 Monticello (60) 3230 Sheriff Gener, 10 20-Jul-23 16:00 20-Jul-23 20:00 Monticello (60) 3220 Sheriff Gener, 4 20-Jul-23 10:00 20-Jul-23 16:00 Monticello (60) 3220 Sheriff Gener, 6 20-Jul-23 6:00 20-Jul-23 16:00 Monticello (60) 3210 Sheriff Gener, 10 20-Jul-23 8:00 20-Jul-23 18:00 Monticello (60) 3211 Sheriff Gener, 10 20-Jul-23 20:00 21-Jul-23 6:00 Monticello (60) 3241 Sheriff Gener, 10 21-Jul-23 18:00 22-Jul-23 6:00 Monticello (60) 3240 Sheriff Gener, 12 21-Jul-23 16:00 22-Jul-23 4:00 Monticello (60) 3231 Sheriff Gener, 12 21-Jul-23 6:00 21-Jul-23 18:00 Monticello (60) 3210 Sheriff Gener, 12 21-Jul-23 8:00 21-Jul-23 20:00 Monticello (60) 3211 Sheriff Gener, 12 21-Jul-23 6:00 21-Jul-23 7:00 Extra Hours: Mo 3241 Sheriff Premii 1 21-Jul-23 18:00 22-Jul-23 6:00 Monticello (60) 3241 Sheriff Gener, 12 22-Jul-23 18:00 23-Jul-23 6:00 Monticello (60) 3240 Sheriff Gener, 12 22-Jul-23 16:00 23-Jul-23 4:00 Monticello (60) 3220 Sheriff Gener, 12 22-Jul-23 6:00 22-Jul-23 18:00 Monticello (60) 3210 Sheriff Gener, 12 22-Jul-23 10:00 22-Jul-23 22:00 Monticello (60) 3211 Sheriff Gener, 12 22-Jul-23 18:00 23-Jul-23 6:00 Monticello (60) 3241 Sheriff Gener, 12 23-Jul-23 18:00 24-Jul-23 6:00 Monticello (60) 3240 Sheriff Gener, 12 23-Jul-23 10:00 23-Jul-23 22:00 Monticello (60) 3220 Sheriff Gener, 12 23-Jul-23 6:00 23-Jul-23 17:00 Monticello (60) 3210 Sheriff Gener, 11 23-Jul-23 8:00 23-Jul-23 20:00 Monticello (60) 3211 Sheriff Gener, 12 23-Jul-23 18:00 24-Jul-23 6:00 Monticello (60) 3241 Sheriff Gener, 12 24-Jul-23 18:00 25-Jul-23 6:00 Monticello (60) 3240 Sheriff Gener, 12 24-Jul-23 18:00 25-Jul-23 6:00 Monticello (60) 3241 Sheriff Gener, 12 24-Jul-23 8:00 24-Jul-23 20:00 Monticello (60) 3211 Sheriff Gener, 12 24-Jul-23 10:00 24-Jul-23 22:00 Monticello (60) 3220 Sheriff Gener; 12 24-Jul-23 6:00 24-Jul-23 18:00 Monticello (60) 3210 Sheriff Gener, 12 24-Jul-23 18:00 24-Jul-23 21:00 Monticello (60) Deputy Sheriff Gener; 3 25-Jul-23 6:00 25-Jul-23 7:30 Monticello (60) 3241 EOS Premium 1.5 25-Jul-23 16:00 25-Jul-23 22:30 Monticello (60) 3241 Sheriff Gener; 6.5 25-Jul-23 23:30 26-Jul-23 4:00 Monticello (60) 3241 Sheriff Gener, 4.5 25-Jul-23 8:00 25-Jul-23 10:00 Monticello (60) 3211 Sheriff Gener; 2 25-Jul-23 18:00 26-Jul-23 6:00 Monticello (60) 3240 Sheriff Gener, 12 25-Jul-23 10:00 25-Jul-23 20:00 Monticello (60) 3211 Sheriff Gener; 10 25-Jul-23 10:00 25-Jul-23 22:00 Monticello (60) 3220 Sheriff Gener, 12 25-Jul-23 6:00 25-Jul-23 18:00 Monticello (60) 3210 Sheriff Gener, 12 26-Jul-23 2:00 26-Jul-23 4:00 Monticello (60) 3231 Sheriff Gener, 2 26-Jul-23 4:00 26-Jul-23 5:00 Monticello (60) 3241 EOS Premium 1 26-Jul-23 18:00 27-Jul-23 6:00 Monticello (60) 3240 Sheriff Gener, 12 26-Jul-23 10:00 26-Jul-23 22:00 Monticello (60) 3220 Sheriff Gener, 12 26-Jul-23 6:00 26-Jul-23 18:00 Monticello (60) 3210 Sheriff Gener, 12 26-Jul-23 8:00 26-Jul-23 20:00 Monticello (60) 3211 Sheriff Gener, 12 26-Jul-23 18:00 27-Jul-23 6:00 Monticello (60) 3241 Sheriff Gener, 12 27-Jul-23 18:00 28-Jul-23 6:00 Monticello (60) 3240 Sheriff Gener, 12 27-Jul-23 10:00 27-Jul-23 22:00 Monticello (60) 3220 Sheriff Gener, 12 27-Jul-23 6:00 27-Jul-23 18:00 Monticello (60) 3210 Sheriff Gener, 12 27-Jul-23 8:00 27-Jul-23 20:00 Monticello (60) 3211 Sheriff Gener, 12 27-Jul-23 18:00 28-Jul-23 6:00 Monticello (60) 3241 Sheriff Gener, 12 28-Jul-23 18:00 29-Jul-23 6:00 Monticello (60) 3241 Sheriff Gener, 12 28-Jul-23 18:00 29-Jul-23 6:00 Monticello (60) 3240 Sheriff Gener, 12 28-Jul-23 10:00 28-Jul-23 20:00 Monticello (60) 3211 Sheriff Gener, 10 28-Jul-23 8:00 28-Jul-23 10:00 Monticello (60) 3220 Sheriff Premie 2 28-Jul-23 10:00 28-Jul-23 22:00 Monticello (60) 3220 Sheriff Gener, 12 28-Jul-23 6:00 28-Jul-23 18:00 Monticello (60) 3210 Sheriff Gener, 12 29-Jul-23 18:00 30-Jul-23 6:00 Monticello (60) 3241 Sheriff Gener, 12 29-Jul-23 18:00 30-Jul-23 6:00 Monticello (60) 3240 Sheriff Gener, 12 29 -Jul -23 29 -Jul -23 29 -Jul -23 29 -Jul -23 30 -Jul -23 30 -Jul -23 30 -Jul -23 30 -Jul -23 30 -Jul -23 31 -Jul -23 31 -Jul -23 31 -Jul -23 31 -Jul -23 31 -Jul -23 31 -Jul -23 10:00 8:00 10:00 6:00 8:00 18:00 18:00 10:00 6:00 8:00 20:00 18:00 10:00 16:00 6:00 29 -Jul -23 29 -Jul -23 29 -Jul -23 29 -Jul -23 30 -Jul -23 31 -Jul -23 31 -Jul -23 30 -Jul -23 30 -Jul -23 31 -Jul -23 1 -Aug -23 1 -Aug -23 31 -Jul -23 1 -Aug -23 31 -Jul -23 20:00 Monticello (60) 10:00 Monticello (60) 22:00 Monticello (60) 18:00 Monticello (60) 20:00 Monticello (60) 6:00 Monticello (60) 6:00 Monticello (60) 22:00 Monticello (60) 18:00 Monticello (60) 18:00 Monticello (60) 6:00 Monticello (60) 4:00 Monticello (60) 20:00 Monticello (60) 2:00 Monticello (60) 16:00 Monticello (60) 3211 Sheriff Gener 3220 Sheriff Premii 3220 Sheriff Gener 3210 Sheriff Gener 3211 Sheriff Gener 3241 Sheriff Gener 3240 Sheriff Gener 3220 Sheriff Gener 3210 Sheriff Gener 3211 Sheriff Gener 3241 Sheriff Gener 3240 Sheriff Gener 3220 Sheriff Gener 3230 Sheriff Gener 3210 Sheriff Gener TOTAL: 10 2 12 12 12 12 12 12 12 10 10 10 10 10 10 1,884.25