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City Council Agenda Packet 12-13-20211. Agenda Documents Documents: 12-13-21 AGENDA FINAL.PDF 2021-11-22 MINUTES CC SPEC (DRAFT).PDF 2021-11-22 MINUTES CC (DRAFT).PDF 2A PAYMENT OF BILLS.PDF 2B NEW HIRES AND DEPARTURES.PDF 2C SURPLUS PROPERTY.PDF 2D DONATION.PDF 2E ELECTION PRECINCTS AND POLLING PLACES.PDF 2F 2022 PART-TIME COMMUNITY CENTER PAY SCALE.PDF 2G 2022 CITY OF MONTICELLO BUSINESS HOURS.PDF 2H 2022 MEETING SCHEDULE.PDF 21 PAWNBROKER LICENSE MONTICELLO PAWN.PDF 2J NORDIC BREWING ONSALE AND BREWPUB OFF -SALE LICENSES.PDF 2K BOARD AND COMMISSION APPOINTMENTS.PDF 2L CALLING FOR PUBLIC HEARING ON TIF DISTRICT - HEADWATERS HOUSING.PDF 2M PW FACILITY REIMBURSEMENT RESOLUTION.PDF 2N ARPA REDISTRIBUTION ACCEPTANCE.PDF 20 FUEL MANAGEMENT SYSTEM.PDF 2P 2022 SIDEWALK IMPROVEMENTS ORDERING IMPROVEMENT.PDF 2Q HAVEN RIDGE FIBERNET FINAL PAYMENT.PDF 2R JOHN DEERE LOADER PURCHASE.PDF 2S 2021 CIPP CHANGE ORDER 1.PDF 2T BCOL FINAL PAYMENT.PDF 2U BUILDING DEPT VEHICLES PURCHASE.PDF 2V JANITORIAL SERVICES BID AWARD.PDF 2W RUNNINGS CUP PUD.CCA.PDF 2X CHAMBER RELOCATION.PDF 2Y LARGE SCALE PRINTER SCANNER PURCHASE.PDF 3A 2022 STREET IMPROVEMENTS PUBLIC HEARING.PDF 3B FEE SCHEDULE.PDF 3C 2022 CERTIFY FINAL LEVY.PDF 4A 2022 BUDGET.PDF 4B ARPA SPENDING.PDF 4C MONTICELLO LAKES FINAL PLAT PUD.PDF 4D TWIN PINES PRELIMINARY PLAT, DEVELOPMENT PUD.PDF 4E THE POINTES AT CEDAR COMPASS COMMITTEE.PDF WCSO PATROL HOURS AND MONTHLY REPORT.PDF AGENDA REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, December 13, 2021— 6:30 p.m. Mississippi Room, Monticello Community Center 1411WK4191,11 0tolW1112X4/_1%kriI:1311I01IF Monticello Community Center 5:15 p.m. City Administrator Annual Review Mayor: Lloyd Hilgart Council Members: Jim Davidson, William Fair, Charlotte Gabler, 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 November 22, 2021 • Regular Meeting Minutes from November 22, 2021 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 Services Announcements • Holiday Hours F. Council Liaison Updates • EDA • CMRP • Parks, Art & Recreation • BCOL • IEDC • Planning Commission 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 2021-98 accepting donation of $500 from Coors/Minnesota Municipal Beverage Association for the Monticello Fire Department from their fundraiser held at Hi -Way Liquors in August & September E. Consideration of adopting Resolution 2021-99 establishing four polling locations for the City of Monticello 2022 elections F. Consideration of approving the 2022 Monticello Community Center Part -Time Pay Scale G. Consideration of approving City of Monticello Business Hours for 2022 and amending Business Hours for 2021 H. Consideration of approving the 2022 Regularly Scheduled City Council and Commission meetings I. Consideration of renewing pawn broker License for 2022 for David Corbin dba Monticello Pawn, Gun & Bargain Center at 1219 South Highway 25 J. Consideration of approving an on -sale liquor license and Brewpub Off -Sale license for Nordic Brewing, 530 Cedar Street, for future operation as a Brewpub K. Consideration of approving Board and Commission appointments commencing January 1, 2022 L. Consideration of adopting Resolution 2021-100 calling for a public hearing on the proposed establishment of Tax Increment Financing District No. 1-42 within central Monticello Redevelopment Project No. 1, and the proposed adoption of the Tax Increment Financing plan for the District M. Consideration of adopting Resolution 2021-101 declaring official intent of the City of Monticello to reimburse certain expenditures from the proceeds of bonds to be issued by the City for a Public Works Facility N. Consideration of adopting Resolution 2021-102 accepting the redistribution of unrequested Coronavirus Local Fiscal Recovery Fund established under the American Rescue Plan Act 0. Consideration of purchasing a new fuel management system for $12,556.22 for Westmor Fluid Solutions, Columbus, MN P. Consideration of adopting Resolution 2021-103 authorizing the preparation of a Feasibility Report for the 2022 Sidewalk Improvements project and approval of a contract amendment with Hakanson Anderson to provide engineering services at a price of $13,250 Q. Consideration of adopting Resolution 2021-104 accepting improvements and authorizing final payment of $14,121.52 to Castrejon Inc. for the installation of FiberNet Facilities in the Haven Ridge 1St Addition development R. Consideration of authorizing purchase of a 2022 John Deere 324L four-wheel drive loader from RDO Equipment Co. of Dayton, MN for a total of $82,568.63 and declaring the 1997 Case 570 tractor loader as surplus to be traded in as part of the purchase S. Consideration of approving a change order for the 2021 with CIPP Sewer Lining Project in the amount of $18,000 T. Consideration of adopting Resolution 2021-105 accepting improvements and authorizing final payment of $45,705.50 to New Look Contracting Inc. for the BCOL Phase 1 Project U. Consideration of accepting quotes and authorizing the purchase of a 2021 Jeep Renegade for $29,484 and a 2021 Ram 1500 for $39,247 from Ryan Chrysler Dodge Jeep Ram Monticello plus applicable taxes and fees for vehicle registration to the Monticello DMV V. Consideration of approving a 3 -year contract with Professional Cleaning Services LLC for citywide janitorial services in the amount of $9,160 per month W. Consideration of an amendment to Conditional Use Permit for a Planned Unit Development for a Retail Building Expansion in the Central Community District (CCD). Applicant: JR & R II LLC (Runnings Supply) X. Consideration of authorizing lease negotiations with the Monticello Chamber of Commerce and Industry for an office suite in the new DMV Building (aka Prairie Conference Center) Y. Consideration of approving the purchase of a large-scale printer/scanner from Marco Technologies for the state contract price of $10,795 and declaring the current large-scale printer/scanner at Public Works as surplus property 2A. Consideration of items removed from the consent agenda for discussion 3. Public Hearings A. Public Hearing — Consideration of adopting Resolution 2021-106 ordering improvements and authorizing preparation of plans and specifications for the 2022 Street Improvement Project, City Project No. 22C001 B. Public Hearing — Consideration of adopting Ordinance 766 amending City fee schedule for 2022 and adopting Summary Ordinance 766A for publication C. Public Hearing — Consideration of adopting Resolution 2021-107 establishing final tax levy for 2022 4. Regular Agenda A. Consideration of adopting Resolution 2021-108 adopting the 2022 Budget and authorizing certain finance -related actions B. Consideration of adopting Resolution 2021-109 approving the allocation of Coronavirus Local Fiscal Recovery Fund established under the American Rescue Plan Act (ARPA) Funds to certain uses C. Consideration of approving a request for rezoning to Planned Unit Development, Final Stage Planned Unit Development, Final Plat, and Development Agreement for Monticello Business Center Eighth Addition for Monticello Lakes, a proposed 200 -unit multi -family residential project in a B-4 (Regional Business) District. Applicant: Baldur Real Estate, LLC D. Consideration of approving Development Stage Planned Unit Development and Preliminary Plat for Twin Pines Apartments, a 93 -unit multi -family residential project in a B-4 (Regional Business) District. Applicant: Kjellberg, Kent Consideration of appointing a City Council member and alternate to The Pointes at Cedar Compass Committee 5. Adjournment MINUTES SPECIAL MEETING MONTICELLO CITY COUNCIL Monday, November 22, 2021— 4 p.m. North Mississippi Room, Monticello Community Center Present: Lloyd Hilgart, Jim Davidson (arrived at 5 p.m.), Bill Fair, and Charlotte Gabler Absent: Sam Murdoff Staff: Rachel Leonard, Angela Schumann, Sarah Rathlisberger, Matt Leonard, Tom Pawelk, Jim Thares, and Jennifer Schreiber Others: Steve Grittman (NAC), Heather Lorch (Capstone), Steven Bona (Capstone), Mike Gair (Capstone), Brian Krystofiak (Carlson McCain), Katie Schmidt (Capstone) and Ryan Cross (BCI) 1. Call to Order Mayor Hilgart called special meeting to order at 4 p.m. 2. 4:00 p.m. East Bertram Planning Area Transportation Design Steven Bona, Capstone, introduced discussion on the East Bertram Planning Area Transportation Design. Heather Lorch, Capstone, then proceeded with a presentation and noted that they are in partnership with BCI Construction, Inc., representing the Monticello School District, as they are dependent on each other regarding the construction of School Boulevard. The School District has plans for this site for the next 20 years. Before either project can move forward, a solution to School Boulevard must be determined. Preliminary traffic counts were highlighted for local, collector, and arterial roads. The presenters consider School Boulevard in this area a local road. Members of the City Council disagreed that this would just be used as a local road as travelers would use it to connect to major roadways. Mayor Hilgart expressed concern that traffic counts would greatly increase in the next 5-10 years. Councilmember Fair also expressed concern that the road should be built to carry regional traffic. All Councilmembers expressed concern that the plan does not show School Boulevard connecting to 90th Street and would have trouble supporting the project. There was also some concern about the driveway access to the roads. Steve Grittman noted that the road could be built with a median and a parking lane which would positively enhance direct driveway access. Mayor Hilgart questioned whether the road could extend east of utilities to 901h Street with housing on both sides. Steve Bona responded that Capstone could review the option. It was noted by the developers that they would be able to fund a fronted local road, however, oversizing and truck credits would have to be the City's responsibility. There was consensus among City Council that they are open to alternative alignment and section design for School Boulevard, provided that: School Boulevard intersects with 90th Street at the time of development of the proposed Capstone neighborhood; City Council Special Meeting Minutes — November 22, 2021 School Boulevard is designed to serve the Monticello School District's facilities; and School Boulevard is designed to manage the expected volume of traffic given the street's service area and growth guidance. 3. 5:45 p.m. Discussion on 2022 Budget Priorities Sarah Rathlisberger, Finance Director, gave a brief overview of the 2022 Budget Priorities and noted that there were no changes to the 2022 preliminary property tax levy. Some of the highlighted items: CIP 2022-2013; Monticello Community Center shortfall will be balance with ARPA funds; personnel changes; equipment; major non - capital; capital projects; and funding. The top six priorities were discussed and reaffirmed by staff and Council with the first three getting some funding in 2022: Public Works Facility, Downtown Block 52, Pointes at Cedar, Fallon Avenue (2025-2029), Bertram Chain of Lake Athletic Complex (2023 Needs Study), and Water Treatment Plant. Medium priorities included ponding, Otter Creek, School Boulevard to 90th Street, Local Option Sales Tax, Ditch 33 utilities, Safe Routes to School Grant, TED and TEDI Grants, and FiberNet extensions. The budget will be approved at the December 13, 2021 City Council meeting. 4. Adjournment By consensus, the meeting was adjourned at 6:27 p.m. Recorder: Jennifer Schreiber Approved: Attest: City Council Special Meeting Minutes — November 22, 2021 City Administrator REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, November 22, 2021— 6:30 p.m. Mississippi Room, Monticello Community Center Present: Lloyd Hilgart, Jim Davidson, Bill Fair, Charlotte Gabler, and Sam Murdoff Absent: None 1. General Business A. Call to Order & Pledge of Allegiance Mayor Hilgart called the meeting to order at 6:30 p.m. B. Approval of Agenda Councilmember Gabler moved approval of the agenda. Councilmember Fair seconded the motion. Motion carried unanimously. C. Approval of Meeting Minutes • Special Meeting Minutes from November 8, 2021 • Regular Meeting Minutes from November 8, 2021 Councilmember Murdoff moved approval of both sets of minutes. Councilmember Gabler seconded the motion. Motion carried unanimously. D. Citizen Comments John Sandberg, 711 W. River Street, addressed the City Council on the potential future closing of Dundas Road. Mr. Sandberg spoke against the closure and commented that access to industrial land and development should be increased not decreased. E. Public Service Announcements • Thanksgiving business hours were noted. F. Council Liaison Updates • EDA — Councilmember Davidson noted that the EDA approved a donation to the Initiative Foundation's Community and Economic Development Programs, approved amended billboard leases, and approved a purchase agreement for property at 113 W Broadway. • MOAA — Councilmember Davidson noted that at the MOAA meeting there was limited discussion about some property on Edmonson being used as a church. It was approved for limited capacity of 50 people. City Council Minutes: November 22, 2021 Page 1 14 2. Consent Agenda: Councilmember Gabler moved approval of the Consent Agenda. Councilmember Murdoff 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 $1,107,146.81. B. Consideration of approving new hires and departures for city departments. Action taken: Approved the updated list of hires for the MCC and Building Department and terminations for DMV, MCC, Parks and Streets. C. Consideration of approving the sale/disposal of surplus city property for the Street Department. Action taken: No report this cycle. D. Consideration of adopting Resolution 2021-90 accepting donations of $500 from Ausco for the Monticello Community Center dodgeball tournament and $1,231.01 from DirtWirx for supplies for the 2022 FatBikeFest at Montiview Park. Action taken: Resolution accepting donations was approved and adopted. Consideration of approving 2022 City seasonal and part-time wage scale. Action taken: Approved the 2022 seasonal and part-time wage scale. Consideration of approving a closure of the DMV facility on Friday, December 3 and Saturday, December 4, 2021 to relocate to the new facility. Action taken: Approved the closure. G. Consideration of approving a request for Conditional Use Permit for Group Residential Facility, Multi -Family in an R-2 (Single and Two Family) Residence District. Applicant: Kimber, James & Yassa. Action taken: Approved the Conditional Use Permit for based on findings in Resolution PC -2021-043 and the conditions of approval as required in ordinance and in Exhibit Z. H. Consideration of approving a request for amendment to Interim Use Permit to allow extraction/excavation of materials in the B-3 and B-4 District. Applicant: City of Monticello. Action taken: Approved the amendment to Interim Use Permit to allow the extraction/excavation of material in a B-4 and B-3 zoning district, based on findings in Resolution 2021-44 and subject to conditions in Exhibit Z. Consideration of approving a request for Simple Subdivision and Lot Combination for six parcels located in the R-2 (Single and Two -Family Residence) District and a license agreement for private driveway in Hennepin Street right of way. Applicant: Michaelis, Jeff and Joan. Action taken: Approved the subdivisions and combinations based on findings in Resolution PC -2021-045 and subject to conditions identified in Exhibit Z. Approved the license agreement for private driveways located in the Hennepin Street right of way. Consideration of adopting Resolution 2021-91 authorizing submission of a Transportation Alternatives grant application for completion of Elm Street Safety City Council Minutes: November 22, 2021 Page 2 14 Improvements and Resolution 2021-92 authorizing maintenance of constructed improvements. Action taken: Resolutions 2021-91 and 2021-92 were approved and adopted. K. Consideration of adopting Resolution 2021-93 authorizing submission of Safe Routes to School grant application for completion of the Elm Street Safety Improvements Project. Action taken: Resolution 2021-93 was approved and adopted. L. Consideration of adopting Resolution 2021-94 authorizing submission of a Highway Safety Improvement Program grant for completion of the School Boulevard and Cedar Street Intersection Improvements Project. Action taken: Resolution 2021-94 was approved and adopted. M. Consideration of adopting Resolution 2021-95 accepting improvements and authorizing final payment of $183,727.63 to Kraus -Anderson Construction Company for the DMV Relocation Project. Action taken: Resolution 2021-95 was approved and adopted. N. Consideration of accepting proposals and awarding a three-year mowing and maintenance services contract to Cross Cut Property Services for an estimated annual cost of $19,140. Action taken: Approved the contract with Cross Cut Property Services for estimated annual cost of $19,140. 3. Public Hearings: 4. Regular Agenda: A. Consideration of approving a request for Development Stage Planned Unit Development and Preliminary Plat Monticello Business Center Eight Addition for Monticello Lakes, a proposed 200 -unit multi -family residential project in a B-4 (Regional Business) District. Applicant: Baldur Real Estate, LLC Steve Grittman, NAC, presented an overview of the project. Mr. Grittman noted that the project consists of 200 -units of multi -housing on approximately 10 acres of land to be platted within the 32 -acre property. The project is located within the southeast quadrant of the area identified as The Pointes at Cedar. Mr. Grittman noted that the Planning Commission voted unanimously in favor of the plat and rezoning, however, there was a dissenting vote on the Development Stage PUD. The dissenting vote was due to the desire that the applicant make additional effort in architectural design reflective of the prairie -themed southern blome. Mark Welch, the applicant, addressed the conditions as presented. He noted that the landscape architect will contact Mr. Grittman on clarification of plantings and trees required. Mr. Welch stated that the applicant would prefer to construct the community building immediately as they plan to use this building as a marketing tool. City Council Minutes: November 22, 2021 Page 3 14 Mayor Hilgart noted that there is concern about the appearance of the building and the landscaping component is of importance. Councilmember Davidson had similar statements. They expressed that there should be increased level of brick on garages and the community building. Councilmember Gabler commented that she isn't a fan of the garages but is hopeful that the berms will shield the elements. Councilmember Murdoff expressed concern about the layout of the project and added that the lot could be smaller and that there should be better screening of the buildings. He expressed concern that there was too much open -space parking on-site and he favored underground parking. He also felt that the exterior of the apartment buildings could benefit from an update architecturally. Angela Schumann, Community Development Director, noted the additional conditions added to Exhibit Z since the Planning Commission's meeting. She specifically called out #12. This addition includes detail to ensure that the project will meet the objectives for The Pointes at Cedar area specifically. Councilmember Davidson moved adoption of Resolution 2021-96 approving the preliminary plat for Monticello Business Center Eighth Addition, based on findings in Resolution PC -2021-038 with conditions listed in Exhibit Z of the staff report, including the additional and modified conditions, and amended that brick or stone be added to the detached garage front facade and the front facade of the community building. Councilmember Fair seconded the motion. Motion carried 4-1; Councilmember Murdoff voted against. Councilmember Davidson moved adoption of Resolution 2021-97 approving the Development Stage PUD for Monticello for Monticello Lakes, based on the findings in Resolution PC -2021-040 with conditions listed in Exhibit Z of the staff report including the additional and modified conditions and the addition that brick or stone be added to the detached garage front fagade and the front fagade of the community building. Councilmember Gabler seconded the motion. Motion carried 4-1; Councilmember Murdoff voted against. 6. Adjournment: By consensus, the meeting was adjourned at 7:45 p.m. Recorder: Jennifer Schreiber Approved: Attest: City Administrator City Council Minutes: November 22, 2021 Page 4 14 City Council Agenda: 12/13/2021 2A. Consideration of approving payment of bills Prepared by: Meeting Date: ❑ Regular Agenda Item Finance Director 12/13/2021 ® Consent 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 $2,684,894.95. 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. I. Budget Impact: N/A II. Staff Workload Impact: No additional work. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of bill and purchase card registers as presented. SUPPORTING DATA • Bill registers and purchase card registers Accounts Payable Computer Check Proof List by Vendor User: Debbie.Davidson Printed: 12/01/2021 - 10:35AM Batch: 00202.12.2021 - 202.12.2021 Liquor Invoice No Description Amount Payment Date Acct Number Vendor: 3491 ARTISAN BEER COMPANY Check Sequence: 1 3506878 resale - beer 205.00 12/03/2021 609-49750-425200 3507157 resale - beer 160.10 12/03/2021 609-49750-425200 Vendor: 1065 92336400 92336400 92424200 92495100 92495100 92525500 92525500 92525500 Vendor: 1067 276155 276156 276156 278113 278113 Check Total BELLBOY CORPORATION resale- wine freight resale- liquor resale- wine resale- liquor resale- liquor resale- wine freight Check Total BERNICK'S resale- soda pop resale- beer n/a resale- beer resale- beer resale- beer n/a 365.10 150.00 13.50 4,360.43 768.00 3,739.71 5,093.42 580.00 63.77 14,768.83 60.64 75.30 1,882.00 1,798.60 50.20 Check Total: 3,866.74 12/03/2021 12/03/2021 12/03/2021 12/03/2021 12/03/2021 12/03/2021 12/03/2021 12/03/2021 12/03/2021 12/03/2021 12/03/2021 12/03/2021 12/03/2021 Check Sequence: 2 609-49750-425300 609-49750-433300 609-49750-425100 609-49750-425300 609-49750-425100 609-49750-425100 609-49750-425300 609-49750-433300 Check Sequence: 3 609-49750-425400 609-49750-425400 609-49750-425200 609-49750-425200 609-49750-425400 Moiiii6effo Y Reference ACH Enabled: False ACH Enabled: True ACH Enabled: False Vendor: 4328 BREAKTHRU BEVERAGE MN WINE & SPIF Check Sequence: 4 ACH Enabled: False 341900227 resale -liquor 6,811.71 12/03/2021 609-49750-425100 341900227 resale- wine 1,491.88 12/03/2021 609-49750-425300 341900227 freight 121.01 12/03/2021 609-49750-433300 341984671 resale- liquor 1,898.89 12/03/2021 609-49750-425100 341984671 resale- wine 817.89 12/03/2021 609-49750-425300 341984671 freight 39.05 12/03/2021 609-49750-433300 AP -Computer Check Proof List by Vendor (12/01/2021 - 10:35 AM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (12/01/2021 - 10:35 AM) Page 2 Check Total: 11,180.43 Vendor: 1801 CANNON RIVER WINERY Check Sequence: 5 ACH Enabled: True 12602 resale - wine 156.00 12/03/2021 609-49750-425300 Check Total: 156.00 Vendor: 4646 CAPITOL BEVERAGE SALES L.P. Check Sequence: 6 ACH Enabled: True 2621034 resale- beer 26,106.48 12/03/2021 609-49750-425200 2621034 resale- beer n/a 265.00 12/03/2021 609-49750-425400 2621034 resale- juice 20.49 12/03/2021 609-49750-425500 2621034 resale- (12) beer stein 180.00 12/03/2021 609-49750-425400 Check Total: 26,571.97 Vendor: 1095 CARLOS CREEK WINERY INC Check Sequence: 7 ACH Enabled: False 22283 resale - wine 1,215.00 12/03/2021 609-49750-425300 Check Total: 1,215.00 Vendor: 1129 DAHLHEIMER BEVERAGE LLC Check Sequence: 8 ACH Enabled: True 1491254-2 resale- beer credit - correction to invoice pd 11/2 -67.10 12/03/2021 609-49750-425200 1492195 resale- beer 30,410.70 12/03/2021 609-49750-425200 1492888 resale- beer credit -180.20 12/03/2021 609-49750-425200 1494403 resale- beer credit -162.90 12/03/2021 609-49750-425200 1494487 resale- beer 7,018.73 12/03/2021 609-49750-425200 1494487 resale- beer n/a 28.90 12/03/2021 609-49750-425400 1495985 resale- beer 498.90 12/03/2021 609-49750-425200 1496371 resale- beer 287.50 12/03/2021 609-49750-425200 1497681 resale- beer n/a 217.50 12/03/2021 609-49750-425400 1497681 resale- beer 6,936.20 12/03/2021 609-49750-425200 1499211 resale- beer 514.10 12/03/2021 609-49750-425200 1499212 resale- beer 25,051.71 12/03/2021 609-49750-425200 1499212 resale- beer n/a 22.40 12/03/2021 609-49750-425400 1499487 resale- beer credit -52.80 12/03/2021 609-49750-425200 Check Total: 70,523.64 Vendor: 5201 DICK FAMILY, INC. Check Sequence: 9 ACH Enabled: True 1221844 resale- beer 1,818.90 12/03/2021 609-49750-425200 1751000119 resale- liquor 72.00 12/03/2021 609-49750-425100 1805000173 resale- beer sampler pack -11.90 12/03/2021 609-49750-425200 AP -Computer Check Proof List by Vendor (12/01/2021 - 10:35 AM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (12/01/2021 - 10:35 AM) Page 3 Check Total: 1,879.00 Vendor: 1662 FLAHERTY'S HAPPY TYME COMPANY Check Sequence: 10 ACH Enabled: False 38638 resale- hot buttered rum mix 297.00 12/03/2021 609-49750-425500 Check Total: 297.00 Vendor: 3971 INTL UNION OF OPER ENGINEERS LOCAL Check Sequence: 11 ACH Enabled: False Dec & Jan Health Insurance - Union - Dec 2021 & Jan 202: 37,100.00 12/03/2021 101-00000-217061 Check Total: 37,100.00 Vendor: 1263 JOHNSON BROTHERS LIQUOR CO. Check Sequence: 12 ACH Enabled: False 175999 freight credit inv. #1839960 -0.25 12/03/2021 609-49750-433300 175999 resale- wine credit inv. #1839960 -9.67 12/03/2021 609-49750-425300 176000 resale- liquor credit inv. #1923191 -162.79 12/03/2021 609-49750-425100 176000 freight credit inv. #1923191 -1.49 12/03/2021 609-49750-433300 176001 resale- wine credit inv. # 1920545 -3.76 12/03/2021 609-49750-425300 176002 resale- wine credit inv. # 1926853 -5.36 12/03/2021 609-49750-425300 1931230 freight 4.47 12/03/2021 609-49750-433300 1931230 resale -liquor 268.56 12/03/2021 609-49750-425100 1931231 resale- wine 369.60 12/03/2021 609-49750-425300 1931231 freight 11.92 12/03/2021 609-49750-433300 1931847 resale- liquor 2,890.09 12/03/2021 609-49750-425100 1931847 freight 37.62 12/03/2021 609-49750-433300 1931848 freight 86.73 12/03/2021 609-49750-433300 1931848 resale- wine 3,893.60 12/03/2021 609-49750-425300 1932987 resale- liquor 3,544.22 12/03/2021 609-49750-425100 1932987 freight 28.78 12/03/2021 609-49750-433300 1932988 freight 71.54 12/03/2021 609-49750-433300 1932988 resale- wine 2,924.94 12/03/2021 609-49750-425300 1932988 resale- juice 35.20 12/03/2021 609-49750-425500 1935523 resale- liquor 1,809.96 12/03/2021 609-49750-425100 1935523 freight 36.25 12/03/2021 609-49750-433300 Check Total: 15,830.16 Vendor: 1273 KIWI KAI IMPORTS, INC. Check Sequence: 13 ACH Enabled: False 147000 resale- wine 2,246.00 12/03/2021 609-49750-425300 147000 freight 27.50 12/03/2021 609-49750-433300 Check Total: 2,273.50 AP -Computer Check Proof List by Vendor (12/01/2021 - 10:35 AM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 1303 M AMUNDSON CIGAR & CANDY CO, LLP Check Sequence: 14 ACH Enabled: True 331518 resale- cigarettes; juice 1,051.11 12/03/2021 609-49750-425500 331518 resale -tobacco; barware; soda pop 108.52 12/03/2021 609-49750-425400 Check Total: 1,159.63 Vendor: 4667 MILLNER VINEYARD, LLC Check Sequence: 15 ACH Enabled: False 2111821-510 resale- wine 693.00 12/03/2021 609-49750-425300 Check Total: 693.00 Vendor: 1913 NEW FRANCE WINE Check Sequence: 16 ACH Enabled: False 180532 resale- wine 264.00 12/03/2021 609-49750-425300 180532 freight 5.00 12/03/2021 609-49750-433300 Check Total: 269.00 Vendor: 1427 PHILLIPS WINE & SPIRITS CO Check Sequence: 17 ACH Enabled: False 6303861 resale - wine 226.00 12/03/2021 609-49750-425300 6303861 freight 11.92 12/03/2021 609-49750-433300 6304826 resale- liquor 2,155.45 12/03/2021 609-49750-425100 6304826 freight 22.33 12/03/2021 609-49750-433300 6304827 freight 7.45 12/03/2021 609-49750-433300 6304827 resale- wine 290.00 12/03/2021 609-49750-425300 6306790 freight 49.41 12/03/2021 609-49750-433300 6306790 resale- wine 2,196.76 12/03/2021 609-49750-425300 Check Total: 4,959.32 Vendor: 3309 SOUTHERN GLAZER'S WINE AND SPIRITS, Check Sequence: 18 ACH Enabled: False 2148383 freight 18.20 12/03/2021 609-49750-433300 2148383 resale- liquor 1,320.75 12/03/2021 609-49750-425100 2148384 resale- wine 3,799.40 12/03/2021 609-49750-425300 2148384 freight 63.70 12/03/2021 609-49750-433300 Check Total: 5,202.05 Vendor: 4656 TRUE FABRICATIONS, INC. Check Sequence: 19 ACH Enabled: False 948662 resale- barware 330.66 12/03/2021 609-49750-425400 948662 resale- condiments 132.00 12/03/2021 609-49750-425500 948662 freight 32.39 12/03/2021 609-49750-433300 Check Total: 495.05 AP -Computer Check Proof List by Vendor (12/01/2021 - 10:35 AM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 1684 291736 291736 291736 291736 Vendor: 1573 7355538 7355538 VINOCOPIA resale- wine resale- liquor resale- mix freight Check Total: WINE MERCHANTS INC resale - wine freight Check Total: Total for Check Run: Total of Number of Checks 552.00 505.00 120.00 640.00 654.90 200,662.82 21 Check Sequence: 20 12/03/2021 609-49750-425300 12/03/2021 609-49750-425100 12/03/2021 609-49750-425400 12/03/2021 609-49750-433300 Check Sequence: 21 12/03/2021 609-49750-425300 12/03/2021 609-49750-433300 ACH Enabled: True ACH Enabled: False The preceding list of bills payable was reviewed and approved for payment. Date: 12/13/2021 Approved by Mayor Lloyd Hilgart AP -Computer Check Proof List by Vendor (12/01/2021 - 10:35 AM) Page 5 Clearing House Electronic AP Proof List User: Debbie.Davidson Printed: 12/01/2021 - 12:03PM Batch: 00006.11.2021 Source Vendor Name Transfer/Route AP5 215-11-2021 1102 AP5 215-11-2021 5188 AP5 215-11-2021 5646 AP5 215-11-2021 5415 AP5 215-11-2021 1593 AP5 215-11-2021 4732 AP5 215-11-2021 4470 AP5 215-11-2021 1565 AP5 215-11-2021 1585 Records Printed � ciry of � Monticello --,E=Ep= Check Digit Account No amount CENTERPOINT ENERGY, 7,062.02 HEALTHY CONTRIBUTIONS, 5.45 JACK HENRY & ASSOCIATES, INC., 71.72 MII LIFE INSURANCE INC, 2,129.57 MN DEPT OF REVENUE - ACH, 64,373.00 MONEY MOVERS, INC., / 15.50 US BANK - BONDS, / 219,298.75 WELLS FARGO CORP TRUST SERVICE, / 490,000.00 XCEL ENERGY, / 21,799.42 9 804,755.43 CH -Electronic AP Proof List (12/01/2021 - 12:03 PM) Page 1 Accounts Payable CITY' OF Computer Check Proof List by Vendor Moiiii6effo User: Debbie.Davidson Printed: 12/08/2021 - 3:55PM Batch: 00203.12.2021 - 203.12.2021AP Invoice No Description Amount Payment Date Acct Number Reference Vendor: 2925 1 ST LINE/LEEWES VENTURES LLC Check Sequence: 1 ACH Enabled: False 140686 Flavored Syrups for Concession (2) 205.25 12/14/2021 226-45125-425410 Check Total: 205.25 Vendor: 5168 ABRA EQUIPMENT SUPPLY LLC Check Sequence: 2 ACH Enabled: False 121-06655 Brush Wolf Brush Cutter 7,480.00 12/14/2021 101-43120-424100 Check Total: 7,480.00 Vendor: 2407 ALL ELEMENTS Check Sequence: 3 ACH Enabled: True 8784 Roof Inspections @ City Buildings (14) 2,800.00 12/14/2021 701-00000-431990 Check Total: 2,800.00 Vendor: 1039 AQUA LOGIC INC Check Sequence: 4 ACH Enabled: True 52104 Pool Service - Replace UV Lamp, Seal Kit, Han 1,065.73 12/14/2021 226-45126-440100 Check Total: 1,065.73 Vendor: 3491 ARTISAN BEER COMPANY Check Sequence: 5 ACH Enabled: False 3508995 resale- beer 252.45 12/14/2021 609-49750-425200 Check Total: 252.45 Vendor: 4502 ARVIG Check Sequence: 6 ACH Enabled: True 322293 Nov. 2021 FNM Expenses - Calix; Enemarc 5In1 1,733.93 12/14/2021 656-49877-422990 Check Total: 1,733.93 Vendor: 2808 AUTOMATIC SYSTEMS CO Check Sequence: 7 ACH Enabled: False Pay App #3 19C003 CONSTR - 2021 SCADA Improvement 29,419.12 12/14/2021 601-49440-453010 Pay App #3 19C003 CONSTR - 2021 SCADA Improvement 29,419.13 12/14/2021 602-49490-453010 AP -Computer Check Proof List by Vendor (12/08/2021 - 3:55 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference Check Total: 58,838.25 Vendor: 5243 DAVID BARTHOLOMAY Check Sequence: 8 ACH Enabled: False 22509 2022 Leadership Growth Group Series 600.00 12/14/2021 213-00000-155010 Check Total: 600.00 Vendor: 1065 BELLBOY CORPORATION Check Sequence: 9 ACH Enabled: True 104256400 resale- mix 37.00 12/14/2021 609-49750-425400 104256400 resale- olives 36.35 12/14/2021 609-49750-425500 104256400 asst. bags 57.65 12/14/2021 609-49754-421990 104256400 freight 0.60 12/14/2021 609-49750-433300 104328800 freight credit 2.34 12/14/2021 609-49750-433300 104328800 asst. bags 376.95 12/14/2021 609-49754-421990 104328800 resale- mix 132.35 12/14/2021 609-49750-425400 72447300 resale -liquor 158.00 12/14/2021 609-49750-425100 9243740 resale- liquor 7,366.60 12/14/2021 609-49750-425100 9243740 freight 98.18 12/14/2021 609-49750-433300 92464900 resale -liquor 2,892.30 12/14/2021 609-49750-425100 92565100 resale -liquor 1,222.50 12/14/2021 609-49750-425100 92565300 resale -liquor 1,313.65 12/14/2021 609-49750-425100 92574100 resale -liquor 3,016.75 12/14/2021 609-49750-425100 92593200 resale -liquor credit inv. 92525500 -108.00 12/14/2021 609-49750-425100 92593200 freight credit inv. 92525500 -1.65 12/14/2021 609-49750-433300 Check Total: 16,601.57 Vendor: 1067 BERNICK'S Check Sequence: 10 ACH Enabled: False 278112 resale - soda pop 92.60 12/14/2021 609-49750-425400 280147 resale - soda pop 99.36 12/14/2021 609-49750-425400 280148 resale - beer 1,840.85 12/14/2021 609-49750-425200 280148 resale - beer n/a 50.20 12/14/2021 609-49750-425400 280149 Resale - Pop, Water, Gatorade, Juice 635.65 12/14/2021 226-45125-425410 Check Total: 2,718.66 Vendor: 5025 BEVERAGE LINE SERVICE LLC Check Sequence: 11 ACH Enabled: False 3468 Clean Tap Beer Lines (2) 50.00 12/14/2021 226-45123-431990 Check Total: 50.00 Vendor: 1074 BOLTON AND MENK INC Check Sequence: 12 ACH Enabled: False 0279741 ZPARKS ELREST - Ellison Park Restroom Sun 90.00 12/14/2021 400-43300-453010 AP -Computer Check Proof List by Vendor (12/08/2021 - 3:55 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference 0279742 21C005 - Sewer Comp Plan 9,123.50 12/14/2021 602-49490-431990 Check Total: 9,213.50 Vendor: 4328 BREAKTHRU BEVERAGE MN WINE & SPII Check Sequence: 13 ACH Enabled: False 342077045 resale -liquor 1,950.36 12/14/2021 609-49750-425100 342077045 resale- wine 496.83 12/14/2021 609-49750-425300 342077045 freight 43.18 12/14/2021 609-49750-433300 Check Total: 2,490.37 Vendor: 2890 BROTHERS FIRE & SECURITY CO Check Sequence: 14 ACH Enabled: True 36629 2020 Annual Alarm Inspection - Library 225.00 12/14/2021 701-00000-431990 W15316 2021 Annual Alarm Inspection - Library 275.00 12/14/2021 701-00000-431990 W15344 2021 Annual Alarm Inspection - MCC 345.00 12/14/2021 701-00000-431990 Check Total: 845.00 Vendor: 1086 BURNHAM COMPANIES LLC Check Sequence: 15 ACH Enabled: True 6026 remove and haul debris from dead elm tree @ El 1,850.00 12/14/2021 101-46102-431990 Check Total: 1,850.00 Vendor: 3278 SHANNON BYE Check Sequence: 16 ACH Enabled: False 2021 Jnt Plan Monticello Joint Planning Board 2021 - 4 Meetu 140.00 12/14/2021 101-41310-431990 Check Total: 140.00 Vendor: 4646 CAPITOL BEVERAGE SALES L.P. Check Sequence: 17 ACH Enabled: True 2623379 resale - beer 11,153.02 12/14/2021 609-49750-425200 2623379 resale -juice 102.45 12/14/2021 609-49750-425500 2623379 resale - mix 41.00 12/14/2021 609-49750-425400 Check Total: 11,296.47 Vendor: 2059 CARTEGRAPH SYSTEMS LLC Check Sequence: 18 ACH Enabled: True INV81 2022 Field Services - OMS Plus, OMS User 1,828.15 12/14/2021 701-00000-155010 INV81 2022 Field Services - OMS Plus, OMS User 6,398.54 12/14/2021 601-00000-155010 INV81 2022 Field Services - OMS Plus, OMS User 6,398.54 12/14/2021 602-00000-155010 INV81 2022 Field Services - OMS Plus, OMS User 3,656.30 12/14/2021 263-00000-155010 Check Total: 18,281.53 Vendor: 5812 CASTREJON INC Check Sequence: 19 ACH Enabled: False 5088 Haven Ridge Ph 1:Fusion Splicing, Furnish & In 14,121.52 12/14/2021 656-00000-165010 AP -Computer Check Proof List by Vendor (12/08/2021 - 3:55 PM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (12/08/2021 - 3:55 PM) Page 4 Check Total: 14,121.52 Vendor: 1106 CENTRAL MCGOWAN INC Check Sequence: 20 ACH Enabled: True 0000147820 Monthly Tank Rental 65.00 12/14/2021 226-45124-421600 0000524305 Bulk Carbon Dioxide (567 lbs) 156.19 12/14/2021 226-45124-421600 146530 acetylene high pressure medium 9.00 12/14/2021 101-43127-421990 Check Total: 230.19 Vendor: 5801 CHRISTIANSON'S BUSINESS FURNITURE Check Sequence: 21 ACH Enabled: False 5585 -1 -KR DMV Furniture - Installation & Delivery 50,677.53 12/14/2021 653-00000-165010 6181 -1 -KR DMV Furniture - Labor Change Order 850.00 12/14/2021 653-00000-165010 Check Total: 51,527.53 Vendor: 4861 CORE & MAIN LP Check Sequence: 22 ACH Enabled: False 33391 hydrant repair parts - (6) valve; (20) flag; etc 1,489.50 12/14/2021 601-49440-422990 Check Total: 1,489.50 Vendor: 1124 CREATIVE FORMS AND CONCEPTS INC Check Sequence: 23 ACH Enabled: False 119035 2021 Tax Forms - 1099's & Envelopes 125.56 12/14/2021 101-41520-421990 Check Total: 125.56 Vendor: 2080 CRYSTEEL TRUCK EQUIPMENT INC Check Sequence: 24 ACH Enabled: True F48650 Hydraulic Tank repair- RES -30 -slim -AB -LS -SS 1,947.00 12/14/2021 101-43120-422110 Check Total: 1,947.00 Vendor: 1129 DAHLHEIMER BEVERAGE LLC Check Sequence: 25 ACH Enabled: True 1496372 resale- beer 15,445.95 12/14/2021 609-49750-425200 1496372 resale- beer n/a 280.00 12/14/2021 609-49750-425400 1498302 resale- beer credit -197.77 12/14/2021 609-49750-425200 1498307 resale- beer credit -13.20 12/14/2021 609-49750-425200 1500910 resale- beer 2,732.98 12/14/2021 609-49750-425200 1500910 resale- beer n/a 28.90 12/14/2021 609-49750-425400 Check Total: 18,276.86 Vendor: 5859 GABRIELLA DANIELOWSKI Check Sequence: 26 ACH Enabled: True 11/30/2021 Water Safety Instructor Training Reimbursement 100.00 12/14/2021 226-45124-433100 AP -Computer Check Proof List by Vendor (12/08/2021 - 3:55 PM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (12/08/2021 - 3:55 PM) Page 5 Check Total: 100.00 Vendor: 5645 SHERYL DANIELS Check Sequence: 27 ACH Enabled: False 2021 Jnt Plan Monticello Joint Planning Board 2021 - 1 Meetn 75.00 12/14/2021 101-41310-431990 2021 Jut Plan Monticello Joint Planning Board 2021 - Mileage 8.96 12/14/2021 101-41310-433100 Check Total: 83.96 Vendor: 4632 JIM DAVIDSON Check Sequence: 28 ACH Enabled: True 2021 Jnt Plan Monticello Joint Planning Board 2021 - 4 Meetii 140.00 12/14/2021 101-41310-431990 Check Total: 140.00 Vendor: 5863 DEEPHAVEN DEVELOPMENTS LLC Check Sequence: 29 ACH Enabled: False 12/3/2021 202121- Escrow Refund - Deephaven Vacation 2,000.00 12/14/2021 101-00000-220110 Check Total: 2,000.00 Vendor: 5853 DEERE & COMPANY Check Sequence: 30 ACH Enabled: False 117209053 PO# 23831330 - Utility Tractor - Parks 50,721.99 12/14/2021 703-00000-165010 Check Total: 50,721.99 Vendor: 2050 DEMVI LLC Check Sequence: 31 ACH Enabled: False 12/8/2021 Parking Lot Maintenance - Dec 2021 198.02 12/14/2021 213-46301-443990 Check Total: 198.02 Vendor: 5588 DESIGN TREE ENGINEERING INC Check Sequence: 32 ACH Enabled: False 21563 19C003 CONSTR - SCADA System Improvemc 1,278.75 12/14/2021 601-49440-453010 21563 19C003 CONSTR - SCADA System Improvemc 1,278.75 12/14/2021 602-49490-453010 Check Total: 2,557.50 Vendor: 5201 DICK FAMILY, INC. Check Sequence: 33 ACH Enabled: True 1266862 resale- beer 864.27 12/14/2021 609-49750-425200 1276825 resale- beer 839.70 12/14/2021 609-49750-425200 1751000138 resale- beer credit -8.47 12/14/2021 609-49750-425200 Check Total: 1,695.50 Vendor: 1147 DOUBLE D ELECTRIC INC Check Sequence: 34 ACH Enabled: False 26133 Reroute Garage Door Circuit & Tool Room Rccc 604.70 12/14/2021 701-00000-440100 AP -Computer Check Proof List by Vendor (12/08/2021 - 3:55 PM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (12/08/2021 - 3:55 PM) Page 6 Check Total: 604.70 Vendor: 5854 DUININCK, INC Check Sequence: 35 ACH Enabled: False permit refund refund Water Use Permit - $2000 - $683.23 used 2,000.00 12/14/2021 601-00000-220111 permit refund refund Water Use Permit - $2000 - $683.23 used -636.30 12/14/2021 601-49440-371120 permit refund refund Water Use Permit - $2000 - $683.23 used -46.93 12/14/2021 601-00000-208100 Check Total: 1,316.77 Vendor: 5864 NOAH DUSZYNSKI Check Sequence: 36 ACH Enabled: True 12/6/2021 Water Safety Instructor Training Reimbursement 100.00 12/14/2021 226-45124-433100 Check Total: 100.00 Vendor: 5771 EAST SIDE OIL COMPANIES, INC Check Sequence: 37 ACH Enabled: False R95975 freight - hauling away waste oil 45.00 12/14/2021 101-43127-431990 Check Total: 45.00 Vendor: 1153 ECM PUBLISHERS INC Check Sequence: 38 ACH Enabled: True 865001 22C001 - 2022 Street Project Bids Ad# 118306E 333.82 12/14/2021 400-43300-459023 Check Total: 333.82 Vendor: 2561 FERGUSON WATERWORKS #2516 Check Sequence: 39 ACH Enabled: False 484696 (2) 3 hyd. meter usg. w/nst coupler 2,700.00 12/14/2021 601-49440-422701 Check Total: 2,700.00 Vendor: 1192 FRONTIER PRECISION INC Check Sequence: 40 ACH Enabled: False 243415 Survey Equipment: Trimble R12i Model 60 & A 43,169.00 12/14/2021 703-00000-458010 Check Total: 43,169.00 Vendor: 1413 GOPHER STATE ONE CALL INC Check Sequence: 41 ACH Enabled: True 1110602 (159) tickets Nov. 2021 - 1/2 Water 107.33 12/14/2021 601-49440-432770 1110602 (159) tickets Nov. 2021 - 1/2 Sewer 107.32 12/14/2021 602-49490-432770 Check Total: 214.65 Vendor: 1205 GRAINGER INC Check Sequence: 42 ACH Enabled: False 9125925421 Custom Sign 11.89 12/14/2021 701-00000-421990 9136424307 12V Battery 42.66 12/14/2021 226-45126-421990 AP -Computer Check Proof List by Vendor (12/08/2021 - 3:55 PM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (12/08/2021 - 3:55 PM) Page 7 Check Total: 54.55 Vendor: 5783 GRANITE CITY REAL ESTATE Check Sequence: 43 ACH Enabled: False TIF 1-40 Pay As You Go - 2nd Pmt 2021 Interest 5,863.37 12/14/2021 213-46540-465110 Check Total: 5,863.37 Vendor: 5482 GRANITE ELECTRONICS, INC. Check Sequence: 44 ACH Enabled: False 150010637-2 Mack Plow - install, program radio 1,093.85 12/14/2021 703-00000-165010 Check Total: 1,093.85 Vendor: 2388 GREAT RIVER ENERGY Check Sequence: 45 ACH Enabled: False 11/18/2021 21C007 - Transmission Line Modification Exper 6,000.00 12/14/2021 400-43300-453010 Check Total: 6,000.00 Vendor: 5773 HAGEN CHRISTENSEN & MCIIWAIN ARCH Check Sequence: 46 ACH Enabled: False 2148-4 DMV Relocation Services - Oct 2021 2,509.00 12/14/2021 653-00000-165010 Check Total: 2,509.00 Vendor: 5840 HAKANSON ANDERSON ASSOCIATES INC Check Sequence: 47 ACH Enabled: False 47377 22C001 - 2022 Street Improvement Project - Oct 7,554.40 12/14/2021 400-43300-459023 Check Total: 7,554.40 Vendor: 5858 HENTGES LAND CORP Check Sequence: 48 ACH Enabled: False 4207 Emulsified Asphalt Seal Coating for new DMV 11,376.00 12/14/2021 653-00000-165010 4208 Excavation: 6" Sewer Install/Replacement for ne 29,800.00 12/14/2021 653-00000-165010 4209 Grade Stormwater Swale in Spirit Hills 14,900.00 12/14/2021 652-49881-440100 Check Total: 56,076.00 Vendor: 3739 LLOYD HILGART Check Sequence: 49 ACH Enabled: True 2021 Jut Plan Monticello Joint Planning Board 2021 - 3 Meetii 105.00 12/14/2021 101-41310-431990 Check Total: 105.00 Vendor: 4650 JASEN HOGLUND Check Sequence: 50 ACH Enabled: False 011118 (25) PW decals; (6) truck number sets 795.00 12/14/2021 101-43120-421990 Check Total: 795.00 AP -Computer Check Proof List by Vendor (12/08/2021 - 3:55 PM) Page 7 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 2008 BRETT HOLKER Check Sequence: 51 ACH Enabled: False 2021 Jut Plan Monticello Joint Planning Board 2021 - 4 Meeth 140.00 12/14/2021 101-41310-431990 Check Total: 140.00 Vendor: 5512 HYDROCORP HYDRO -DESIGNS, INC. Check Sequence: 52 ACH Enabled: True 0064672 -IN Cross Connection Control Program - Insp & Rpt 741.00 12/14/2021 601-49440-431990 Check Total: 741.00 Vendor: 5444 J & G HOLDINGS Check Sequence: 53 ACH Enabled: True 3595 Dec. 2021 cleaning - Fire Hall 560.00 12/14/2021 701-00000-431100 Check Total: 560.00 Vendor: 3369 JAKE'S EXCAVATING INC Check Sequence: 54 ACH Enabled: True 4830 11/4/21 - Liefert 400.00 12/14/2021 215-49010-431150 Check Total: 400.00 Vendor: 5862 STEVE JOHNSON Check Sequence: 55 ACH Enabled: False 11/30/2021 Labor - Patch Roof @ 121 W Broadway 105.00 12/14/2021 701-00000-440100 11/30/2021 Material - Henri Roof Patch for 121 W Broadwa 56.89 12/14/2021 701-00000-440100 Check Total: 161.89 Vendor: 1263 JOHNSON BROTHERS LIQUOR CO. Check Sequence: 56 ACH Enabled: False 193700 freight 65.56 12/14/2021 609-49750-433300 193700 resale- wine 3,037.15 12/14/2021 609-49750-425300 1937003 resale- liquor 10,889.65 12/14/2021 609-49750-425100 1937003 freight 144.94 12/14/2021 609-49750-433300 1937664 resale- liquor 3,333.37 12/14/2021 609-49750-425100 1937664 freight 39.17 12/14/2021 609-49750-433300 1937665 freight 76.22 12/14/2021 609-49750-433300 1937665 resale- wine 3,297.30 12/14/2021 609-49750-425300 1937665 resale- mix 90.00 12/14/2021 609-49750-425400 1940715 resale - liquor 2,600.77 12/14/2021 609-49750-425100 1940715 freight 40.78 12/14/2021 609-49750-433300 1940716 freight 124.48 12/14/2021 609-49750-433300 1940716 resale- wine 4,926.59 12/14/2021 609-49750-425300 1940716 resale- wine n/a 28.00 12/14/2021 609-49750-425400 1942157 freight 27.09 12/14/2021 609-49750-433300 1942157 resale- liquor 2,478.79 12/14/2021 609-49750-425100 1942158 resale- wine n/a 118.00 12/14/2021 609-49750-425400 AP -Computer Check Proof List by Vendor (12/08/2021 - 3:55 PM) Page 8 Invoice No Description Amount Payment Date Acct Number Reference 1942158 resale- wine 1,494.69 12/14/2021 609-49750-425300 1942158 freight 38.33 12/14/2021 609-49750-433300 1942159 resale- beer 51.20 12/14/2021 609-49750-425200 Check Total: 32,902.08 Vendor: 1270 KENNEDY AND GRAVEN CHARTERED Check Sequence: 57 MN190-00101 General EDA - Oct 2021 202.00 12/14/2021 213-46301-430400 MN325-00045 113 West Broadway - Oct 2021 1,426.70 12/14/2021 213-46301-430400 Check Total: 1,628.70 Vendor: 1273 KIWI KAI IMPORTS, INC. Check Sequence: 58 147598 resale- wine 1,778.50 12/14/2021 609-49750-425300 147598 freight 20.00 12/14/2021 609-49750-433300 Check Total: 1,798.50 Vendor: 5839 KRIS ENGINEERING, INC. Check Sequence: 59 35672 parts for plows- (3) 4' edge; (3) 3' edge; (2) curbs 2,992.78 12/14/2021 101-43125-422100 Check Total: 2,992.78 Vendor: 3829 STEVE LANGANKI Check Sequence: 60 1478 porta toilet rental - 10/17-10/31/ 2021 809.43 12/14/2021 101-45201-431901 1479 porta toilet rental - 11/1-28/2021 760.75 12/14/2021 101-45201-431901 Check Total: 1,570.18 Vendor: 5857 LANO EQUIPMENT, INC. Check Sequence: 61 03-880147 Vimig PFKS-48" 2021 800.00 12/14/2021 101-43120-424100 03-880607 #121- rim for skid steer 188.92 12/14/2021 101-43120-422100 Check Total: 988.92 Vendor: 4494 LAXMI HOTEL INC Check Sequence: 62 TIF 1-22.5 Pay As You Go - 2nd Pmt 2021 - Interest 5,993.34 12/14/2021 213-46585-465110 Check Total: 5,993.34 Vendor: 1296 LITTLE FALLS MACHINE INC Check Sequence: 63 362212 #116 -underbody lift cyldr; carriage assy; (3) let 2,580.78 12/14/2021 101-43125-422100 362361 #105 - (2) cylinder return spring 132.24 12/14/2021 101-43125-422100 AP -Computer Check Proof List by Vendor (12/08/2021 - 3:55 PM) ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: True ACH Enabled: False ACH Enabled: False ACH Enabled: False Page 9 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (12/08/2021 - 3:55 PM) Page 10 Check Total: 2,713.02 Vendor: 3896 M & M CARPET & UPHOLSTERY CLEANIN Check Sequence: 64 ACH Enabled: False 1590 Carpet Cleaning - Water Stains @ Library 160.00 12/14/2021 701-00000-431990 Check Total: 160.00 Vendor: 1386 M -R SIGN CO INC Check Sequence: 65 ACH Enabled: True 214557 (12) 12 x 18 signs 254.99 12/14/2021 101-43120-422600 Check Total: 254.99 Vendor: 1229 MARRS ADVERTISING & DESIGN INC Check Sequence: 66 ACH Enabled: True 1949 (500) bus. cards (JT) 53.50 12/14/2021 213-46301-421990 1949 (500) bus. cards (JB) 53.50 12/14/2021 101-45201-421990 Check Total: 107.00 Vendor: 3745 MANSFIELD OIL COMPANY Check Sequence: 67 ACH Enabled: True 22774728 (704) gal. diesel @ $3.11 2,188.22 12/14/2021 101-43120-421200 22798382 (772) gal. unleaded @ $2.61 2,017.49 12/14/2021 101-43120-421200 Check Total: 4,205.71 Vendor: 1726 MARCO TECHNOLOGIES Check Sequence: 68 ACH Enabled: False 459191243 11/24/21 - 12/24/21 - Contract Payment 1,402.27 12/14/2021 702-00000-441500 INV9356048 Konica C360i Color MFP Copier/Printer - New 1 5,304.76 12/14/2021 653-00000-165010 INV9362498 Microsoft 0365 Contract Payment 11/16/21 - 12 649.50 12/14/2021 702-00000-431990 Check Total: 7,356.53 Vendor: 2011 STACY MARQUARDT Check Sequence: 69 ACH Enabled: False 2021 Jnt Plan Monticello Joint Planning Board 2021 - 1 Meetii 100.00 12/14/2021 101-41310-431990 2021 Jut Plan Monticello Joint Planning Board 2021 - Mileage 19.60 12/14/2021 101-41310-433100 Check Total: 119.60 Vendor: 1314 MCDOWALL COMPANY Check Sequence: 70 ACH Enabled: False 636043 Qtrly Maintenance Agreement #C0520 -MCC 1: 520.00 12/14/2021 701-00000-431900 Check Total: 520.00 Vendor: 3757 BRIDGET MCGRIFF Check Sequence: 71 ACH Enabled: False 2021 Jut Plan Monticello Joint Planning Board 2021 - 3 Meetii 225.00 12/14/2021 101-41310-431990 AP -Computer Check Proof List by Vendor (12/08/2021 - 3:55 PM) Page 10 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (12/08/2021 - 3:55 PM) Page 11 Check Total: 225.00 Vendor: 1327 MIDSTATES EQUIPMENT & SUPPLY Check Sequence: 72 ACH Enabled: False 2211025 (23,500) Maxwell Nuvo 3405 (Polyskin) 15,463.00 12/14/2021 101-43120-422400 Check Total: 15,463.00 Vendor: 1328 MIDWAY IRON & METAL CO INC Check Sequence: 73 ACH Enabled: False 509535 6' x 4' 2" sheet 115.50 12/14/2021 101-43127-422990 Check Total: 115.50 Vendor: 5856 MIDWEST WASH SYSTEMS LLC Check Sequence: 74 ACH Enabled: True 11351 power washer service 691.19 12/14/2021 101-43127-431990 Check Total: 691.19 Vendor: 5578 MINNESOTA CONCRETE LIFTING LLC Check Sequence: 75 ACH Enabled: False 11/17/2021 raise (4) sidewalk sec; patch drill holes 675.00 12/14/2021 101-43120-440990 12/6/2021 Raise 6-7 Sections East Side Bldg; Patch Drill H 675.00 12/14/2021 701-00000-440100 Check Total: 1,350.00 Vendor: 5865 MONITOR PRODUCTIONS Check Sequence: 76 ACH Enabled: False 51684 43" Montiors (5), Ematic Articulating Mounts (5 1,049.90 12/14/2021 702-00000-424100 Check Total: 1,049.90 Vendor: 1716 MONTICELLO TOWNSHIP Check Sequence: 77 ACH Enabled: False 12/6/2021 Edmonson Ridge Annexation - 4 Years Taxes Pa; 2,435.36 12/14/2021 101-00000-222001 Check Total: 2,435.36 Vendor: 5160 MOTOROLA SOLUTIONS, INC. Check Sequence: 78 ACH Enabled: False 8281287309 (3) remote spkr mic w/o channel knob; (3) charg 1,575.00 12/14/2021 101-42200-421990 Check Total: 1,575.00 Vendor: 1390 MTI DISTRIBUTING INC Check Sequence: 79 ACH Enabled: True 1330643-00 (2) pulley -idler, flat(2) gasket 200.76 12/14/2021 101-45201-422990 Check Total: 200.76 Vendor: 1913 NEW FRANCE WINE Check Sequence: 80 ACH Enabled: False AP -Computer Check Proof List by Vendor (12/08/2021 - 3:55 PM) Page 11 Invoice No Description Amount Payment Date Acct Number Reference 181066 freight 2.50 12/14/2021 609-49750-433300 181066 resale- wine 128.00 12/14/2021 609-49750-425300 181080 resale- wine 316.00 12/14/2021 609-49750-425300 181080 freight 10.00 12/14/2021 609-49750-433300 181233 resale- wine 344.00 12/14/2021 609-49750-425300 181233 freight 7.50 12/14/2021 609-49750-433300 Check Total: 808.00 Vendor: 5255 NEW LOOK CONTRACTING INC Check Sequence: 81 ACH Enabled: False Final Pay Vouch 16C001 BCOL Phase 1 Improvements - Final Pa 45,705.50 12/14/2021 404-45202-453011 Check Total: 45,705.50 Vendor: 1396 NFPA - NATIONAL FIRE PROTECTION ASS( Check Sequence: 82 ACH Enabled: False 8077254Y training materials - Automatic Sprinkler 215.95 12/14/2021 101-42400-433100 Check Total: 215.95 Vendor: 5426 NOVEL SOLAR TWO LLC Check Sequence: 83 ACH Enabled: True 3928 Solar Rebate Program - Xcel 36,224.15 12/14/2021 101-41310-443992 Check Total: 36,224.15 Vendor: 2928 NUSS TRUCK AND EQUIPMENT Check Sequence: 84 ACH Enabled: False 22491 2022 Mack - vin# 28500 - PW 125,517.00 12/14/2021 703-00000-165010 Check Total: 125,517.00 Vendor: 5626 OLD REPUBLIC TITLE Check Sequence: 85 ACH Enabled: False 12/7/2021 Closing on Property @ 113 W Broadway 527,313.90 12/14/2021 213-00000-157010 Check Total: 527,313.90 Vendor: 5636 JENNIFER DANIEL OLSON Check Sequence: 86 ACH Enabled: False 12/4/2021 Photos w/Santa - Editing & Posting of Photos 500.00 12/14/2021 226-45127-431990 Check Total: 500.00 Vendor: 1411 OLSON & SONS ELECTRIC INC Check Sequence: 87 ACH Enabled: True 19772 50W med. clear lamp 44.20 12/14/2021 101-45201-421990 Check Total: 44.20 Vendor: 1417 OSC OXYGEN SERVICE COMPANY Check Sequence: 88 ACH Enabled: True AP -Computer Check Proof List by Vendor (12/08/2021 - 3:55 PM) Page 12 Invoice No Description Amount Payment Date Acct Number Reference 3510615 Nov. 2021 - industrial lg.; ind. medium - Shop 26.68 12/14/2021 101-43127-421990 3511051 Nov. 2021 - industrial lg; med. - Parks 41.40 12/14/2021 101-45201-421990 Check Total: 68.08 Vendor: 4592 PETERSON COMPANIES Check Sequence: 89 ACH Enabled: False 47308 Fall Blowout -Bertram 975.00 12/14/2021 101-45201-431990 Check Total: 975.00 Vendor: 1427 PHILLIPS WINE & SPIRITS CO Check Sequence: 90 ACH Enabled: False 6308371 resale - liquor 2,190.90 12/14/2021 609-49750-425100 6308371 freight 35.72 12/14/2021 609-49750-433300 6308372 freight 80.47 12/14/2021 609-49750-433300 6308372 resale- wine 3,574.25 12/14/2021 609-49750-425300 6308372 resale- wine n/a 31.00 12/14/2021 609-49750-425400 6308372 resale -juice 50.28 12/14/2021 609-49750-425500 6311623 freight 58.01 12/14/2021 609-49750-433300 6311623 resale - liquor 5,498.95 12/14/2021 609-49750-425100 6311624 resale - wine 1,993.14 12/14/2021 609-49750-425300 6311624 resale - wine n/a 316.00 12/14/2021 609-49750-425400 6311624 resale - liquor 99.25 12/14/2021 609-49750-425100 6311624 freight 55.61 12/14/2021 609-49750-433300 Check Total: 13,983.58 Vendor: 5454 PROFESSIONAL CLEANING SERVICES LLC Check Sequence: 91 ACH Enabled: False 1111 Cleaning Services - Nov 2021 12,415.00 12/14/2021 701-00000-431100 1111 Carpet Cleaning @ PW - Nov 2021 300.00 12/14/2021 701-00000-431100 1111 Cleaning after Weddings (3) - Nov 2021 150.00 12/14/2021 701-00000-431100 Check Total: 12,865.00 Vendor: 5431 QUADIENT FINANCE USA INC Check Sequence: 92 ACH Enabled: False 12/3/2021 Postage Purchased 11/19/21 1,000.00 12/14/2021 101-00000-155010 12/3/2021 Postage for Title Registrations, Plates etc. DMV 343.87 12/14/2021 653-41990-432200 Check Total: 1,343.87 Vendor: 1450 RAILROAD MANAGEMENT CO III LLC Check Sequence: 93 ACH Enabled: False 451241 License #301483 3/9/22-3/8/23 18" Storm Wate: 313.34 12/14/2021 652-49881-443990 451242 License #301483 3/9/22-3/8/23 12" Storm Wate: 313.34 12/14/2021 652-49881-443990 Check Total: 626.68 AP -Computer Check Proof List by Vendor (12/08/2021 - 3:55 PM) Page 13 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 1455 RED'S MARATHON Check Sequence: 94 ACH Enabled: False 11/24/21 #303 & #143 gasoline - Nov. 2021 slips 231.07 12/14/2021 101-43120-421200 Check Total: 231.07 Vendor: 4022 REINHART FOODSERVICE LLC Check Sequence: 95 ACH Enabled: True 838971 Food for Concession Resale @ MCC 483.36 12/14/2021 226-45125-425410 Check Total: 483.36 Vendor: 4962 RENGEL PRINTING COMPANY, INC Check Sequence: 96 ACH Enabled: True 137648 (100) Duty Officer Reports 84.13 12/14/2021 101-42200-421990 Check Total: 84.13 Vendor: 3279 SEAN RILEY Check Sequence: 97 ACH Enabled: False 2021 Jut Plan Monticello Joint Planning Board 2021 - 3 Meetii 300.00 12/14/2021 101-41310-431990 2021 Jnt Plan Monticello Joint Planning Board 2021 - Mileage 57.12 12/14/2021 101-41310-433100 Check Total: 357.12 Vendor: 1470 RUSSELL SECURITY RESOURCE INC Check Sequence: 98 ACH Enabled: True A41009 2 Addt'l Licenses for Doors @ New DMV 890.00 12/14/2021 702-00000-431900 A41010 Supply & Install Electronic Access System @ Ni 19,932.95 12/14/2021 653-00000-165010 A41011 Install Camera Surveillance System @ New DM 8,901.33 12/14/2021 653-00000-165010 A41019 Install Cabinet Locks @ City Hall 270.50 12/14/2021 701-00000-440100 A41066 Install Dogging Kit on Doors @ PC 180.40 12/14/2021 701-00000-440100 A41072 Door 106 adjust & lubricte lock - Fire 90.00 12/14/2021 701-00000-440100 A41077 Cam Lock for Supply Cabinet @ DMV 24.00 12/14/2021 701-00000-421990 A41112 Keys Cut (6) 18.00 12/14/2021 701-00000-421990 A41113 Install Lockset on Event Room Door @ MCC 649.00 12/14/2021 701-00000-440100 A41114 Rekey New Medeco Cylinders & Install @ New 1,175.20 12/14/2021 656-00000-165010 Check Total: 32,131.38 Vendor: 4945 RYAN AUTO Check Sequence: 99 ACH Enabled: False 2021 Jeep Reneg 2021 JEEP Renegade VIN #ZACNJDCIXMPN] 31,100.96 12/14/2021 703-00000-164410 2021 Ram 2021 Ram 1500 Classic VIN #1C6RR7GGIMSf 41,498.56 12/14/2021 703-00000-164410 Check Total: 72,599.52 Vendor: 4719 SCHMITZ EXCAVATING Check Sequence: 100 ACH Enabled: True permit refund refund Water Use Permit - Dep. $2000-42.95 use 2,000.00 12/14/2021 601-00000-220111 permit refund refund Water Use Permit - Dep. $2000-$48.22 uE -44.91 12/14/2021 601-49440-371120 AP -Computer Check Proof List by Vendor (12/08/2021 - 3:55 PM) Page 14 Invoice No Description Amount Payment Date Acct Number Reference permit refund refund Water Use Permit - Dep. $2000-$48.22 u<, -3.31 12/14/2021 601-00000-208100 Check Total: 1,951.78 Vendor: 5716 SIGN MAN INC Check Sequence: 101 ACH Enabled: False 3482 Lettering/Logo for New DMV 255.00 12/14/2021 653-00000-165010 Check Total: 255.00 Vendor: 5211 RANDI ANN SMELSER Check Sequence: 102 ACH Enabled: True Dec 1st Semi Monthly Contract Payment 1,622.25 12/14/2021 101-42700-431200 Check Total: 1,622.25 Vendor: 4325 SNAP-ON INDUSTRIAL Check Sequence: 103 ACH Enabled: False ARV/50557434 Tools - Gov. Shopkey Pro Repair Connect 960.00 12/14/2021 101-43127-424100 ARV/50628983 wrench set 161.29 12/14/2021 101-43127-424100 ARV/50632781 air hammer set 441.05 12/14/2021 101-43127-424100 Check Total: 1,562.34 Vendor: 3309 SOUTHERN GLAZER'S WINE AND SPIRITS; Check Sequence: 104 ACH Enabled: False 2151353 resale - liquor 3,569.46 12/14/2021 609-49750-425100 2151353 freight 30.80 12/14/2021 609-49750-433300 2151354 resale - wine 3,191.92 12/14/2021 609-49750-425300 2151354 freight 56.00 12/14/2021 609-49750-433300 Check Total: 6,848.18 Vendor: 1710 ST. CLOUD OVERHEAD DOOR COMPANY Check Sequence: 105 ACH Enabled: False 247906 Garage door repair PW 6,101.00 12/14/2021 701-00000-440100 Check Total: 6,101.00 Vendor: 1507 STREICHERS INC Check Sequence: 106 ACH Enabled: False I1534571 uniform D.A. - (2) shirt; pants; belt 233.94 12/14/2021 101-42200-421120 I1537202 uniform C.V. - (2) shirt; pants; embroidery; heat 160.98 12/14/2021 101-42200-421120 Check Total: 394.92 Vendor: 5866 STRESSCRETE INC. Check Sequence: 107 ACH Enabled: False I-SC3-2109097 (6) lense replacement for street lights 1,851.93 12/14/2021 101-43120-422600 Check Total: 1,851.93 AP -Computer Check Proof List by Vendor (12/08/2021 - 3:55 PM) Page 15 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 5860 JACLYN SUPER Check Sequence: 108 ACH Enabled: True 11/24/2021 Mileage Reimbursement - Dealer Run (25.6 mile 14.34 12/14/2021 653-41990-433100 Check Total: 14.34 Vendor: 2412 TEE JAY NORTH INC Check Sequence: 109 ACH Enabled: False 42805 (7) adjusted interlock clips to engage correctly -1 281.61 12/14/2021 701-00000-440100 Check Total: 281.61 Vendor: 4832 TIFCO INDUSTRIES, INC. Check Sequence: 110 ACH Enabled: True 71712002 die grinder; tape dispenser; thread sealant;grease 206.84 12/14/2021 101-45201-421990 71712522 dynamo duramaxx drill disp; (25) deutsch conn. 463.39 12/14/2021 101-43127-421990 71715694 auto OEM wire terminal; maint. syst. storage; etc 692.28 12/14/2021 101-45201-421990 Check Total: 1,362.51 Vendor: 5369 TRAVELERS Check Sequence: 111 ACH Enabled: False 4481EI159-2 Addt'l Work Comp Ins Prem 10/10/21 - 10/10/22 85.00 12/14/2021 101-41110-415100 4481EI159-2 Addt'l Work Comp Ins Prem 10/10/21 - 10/10/22 21.00 12/14/2021 101-41310-415100 4481EI159-2 Addt'l Work Comp Ins Prem 10/10/21 - 10/10/22 7.00 12/14/2021 101-41410-415100 4481EI I59-2 Addt'l Work Comp Ins Prem 10/10/21 - 10/10/22 23.00 12/14/2021 101-41520-415100 4481EI159-2 Addt'l Work Comp Ins Prem 10/10/21 - 10/10/22 7.00 12/14/2021 101-41800-415100 4481EI I59-2 Addt'l Work Comp Ins Prem 10/10/21 - 10/10/22 10.00 12/14/2021 101-41910-415100 4481EI I59-2 Addt'l Work Comp Ins Prem 10/10/21 - 10/10/22 624.00 12/14/2021 101-42200-415100 4481EI159-2 Addt'l Work Comp Ins Prem 10/10/21 - 10/10/22 686.00 12/14/2021 101-42400-415100 4481EI159-2 Addt'l Work Comp Ins Prem 10/10/21 - 10/10/22 361.00 12/14/2021 101-43110-415100 4481EI159-2 Addt'l Work Comp Ins Prem 10/10/21 - 10/10/22 235.00 12/14/2021 101-43115-415100 4481EI159-2 Addt'l Work Comp Ins Prem 10/10/21 - 10/10/22 1,374.00 12/14/2021 101-43120-415100 4481EI159-2 Addt'l Work Comp Ins Prem 10/10/21 - 10/10/22 619.00 12/14/2021 101-43125-415100 4481EI159-2 Addt'l Work Comp Ins Prem 10/10/21 - 10/10/22 321.00 12/14/2021 101-43127-415100 4481EI159-2 Addt'l Work Comp Ins Prem 10/10/21 - 10/10/22 1,110.00 12/14/2021 101-45201-415100 4481EI I59-2 Addt'l Work Comp Ins Prem 10/10/21 - 10/10/22 136.00 12/14/2021 101-46102-415100 4481EI I59-2 Addt'l Work Comp Ins Prem 10/10/21 - 10/10/22 185.00 12/14/2021 213-46301-415100 4481EI159-2 Addt'l Work Comp Ins Prem 10/10/21 - 10/10/22 29.00 12/14/2021 653-41990-415100 4481EI I59-2 Addt'l Work Comp Ins Prem 10/10/21 - 10/10/22 297.00 12/14/2021 226-45122-415100 4481EI I59-2 Addt'l Work Comp Ins Prem 10/10/21 - 10/10/22 195.00 12/14/2021 226-45124-415100 4481EI159-2 Addt'l Work Comp Ins Prem 10/10/21 - 10/10/22 382.00 12/14/2021 226-45126-415100 4481EI159-2 Addt'l Work Comp Ins Prem 10/10/21 - 10/10/22 531.00 12/14/2021 601-49440-415100 4481EI159-2 Addt'l Work Comp Ins Prem 10/10/21 - 10/10/22 4.00 12/14/2021 601-49441-415100 4481EI159-2 Addt'l Work Comp Ins Prem 10/10/21 - 10/10/22 552.00 12/14/2021 602-49490-415100 4481EI159-2 Addt'l Work Comp Ins Prem 10/10/21 - 10/10/22 4.00 12/14/2021 602-49491-415100 4481EI159-2 Addt'l Work Comp Ins Prem 10/10/21 - 10/10/22 568.00 12/14/2021 609-49754-415100 AP -Computer Check Proof List by Vendor (12/08/2021 - 3:55 PM) Page 16 Invoice No Description Amount Payment Date Acct Number Reference 4481EI159-2 Addt'l Work Comp Ins Prem 10/10/21 - 10/10/22 40.00 12/14/2021 652-49880-415100 4481EI159-2 Addt'l Work Comp Ins Prem 10/10/21 - 10/10/22 93.00 12/14/2021 652-49881-415100 4481EI159-2 Addt'l Work Comp Ins Prem 10/10/21 - 10/10/22 156.00 12/14/2021 652-49882-415100 Check Total: 8,655.00 Vendor: 1188 TWAIT WINES, INC Check Sequence: 112 ACH Enabled: False 4456 resale- wine 252.00 12/14/2021 609-49750-425300 Check Total: 252.00 Vendor: 1537 UHL COMPANY INC Check Sequence: 113 ACH Enabled: True 35011 Replace Fan Shaft & Bearings AHU5 WO# 350 2,395.00 12/14/2021 701-00000-440100 35017 Replaced 2 Screwed Unions for Heatex Unit; 1 f 1,575.00 12/14/2021 701-00000-440100 Check Total: 3,970.00 Vendor: 1538 UNIQUE PAVING MATERIALS CORP Check Sequence: 114 ACH Enabled: False 63391 (2.07) T UPM Cold Mix 279.45 12/14/2021 101-43120-422400 Check Total: 279.45 Vendor: 1543 US BANK TRUST SERVICES Check Sequence: 115 ACH Enabled: False 6333398 GO Bonds 2015B Paying Agent Fee 11/1/21 - 1C 500.00 12/14/2021 319-47000-462010 6333472 GO Bonds 2016A Paying Agent Fee 11/1/21 - 1C 450.00 12/14/2021 320-47000-462010 Check Total: 950.00 Vendor: 1544 US POSTAL SERVICE Check Sequence: 116 ACH Enabled: False 12/8/2021 PI 42 - UB Dec Billing (3654 pcs) (1/2) 842.25 12/14/2021 601-49440-432200 12/8/2021 PI 42 - UB Dec Billing (3654 pcs) (1/2) 842.24 12/14/2021 602-49490-432200 Check Total: 1,684.49 Vendor: 1550 VEOLIA WATER N AM OPERATING SERV L: Check Sequence: 117 ACH Enabled: True 90296013 July - Sept 2021 Cargill Lab Testing 3,462.40 12/14/2021 602-49480-430800 90296899 Dec 2021 - WWTP Operations & Maintenance 59,976.90 12/14/2021 602-49480-430800 Check Total: 63,439.30 Vendor: 4871 DAREK VETSCH Check Sequence: 118 ACH Enabled: False 2021 Jut Plan Monticello Joint Planning Board 2021 - 3 Meetii 105.00 12/14/2021 101-41310-431990 Check Total: 105.00 AP -Computer Check Proof List by Vendor (12/08/2021 - 3:55 PM) Page 17 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 1552 VIKING COCA COLA BOTTLING CO Check Sequence: 119 ACH Enabled: True 2817989 reslae - soda pop 859.45 12/14/2021 609-49750-425400 Check Total: 859.45 Vendor: 1684 VINOCOPIA Check Sequence: 120 ACH Enabled: True 292771 freight 12.00 12/14/2021 609-49750-433300 292771 resale- wine 436.00 12/14/2021 609-49750-425300 292771 resale -liquor 238.83 12/14/2021 609-49750-425100 293358 resale- wine 676.00 12/14/2021 609-49750-425300 293358 freight 16.00 12/14/2021 609-49750-433300 Check Total: 1,378.83 Vendor: 1555 VONCO II LLC Check Sequence: 121 ACH Enabled: False V2 64899 (6.38) Ton street sweepings dumping 1,483.56 12/14/2021 652-49882-431990 Check Total: 1,483.56 Vendor: 4766 SUSAN WESTLEY Check Sequence: 122 ACH Enabled: False Qtr. 4-2021 dba Sue Seeger - Qtr. 4 2021- Monti Arts Direct( 6,249.99 12/14/2021 101-45201-431990 Check Total: 6,249.99 Vendor: 2041 WESTSIDE WHOLESALE TIRE & SUPPLY R Check Sequence: 123 ACH Enabled: False 896572 # 15 0 & #121 - (4) Hercules solideal; (2) Hankoo 1,943.68 12/14/2021 101-43120-440500 Check Total: 1,943.68 Vendor: 5824 WEX BANK Check Sequence: 124 ACH Enabled: False 12/8/2021 Acct# 0481-00-857874-2 Fuel 11/5 - 12/3/21 218.45 12/14/2021 653-41990-421200 Check Total: 218.45 Vendor: 1572 THE WINE COMPANY Check Sequence: 125 ACH Enabled: True 189875 resale- wine 1,188.00 12/14/2021 609-49750-425300 189875 resale- liquor 128.00 12/14/2021 609-49750-425100 189875 freight 16.50 12/14/2021 609-49750-433300 Check Total: 1,332.50 Vendor: 1573 WINE MERCHANTS INC Check Sequence: 126 ACH Enabled: False 7357600 resale- wine 640.00 12/14/2021 609-49750-425300 7357600 freight 14.90 12/14/2021 609-49750-433300 7357892 freight 5.23 12/14/2021 609-49750-433300 AP -Computer Check Proof List by Vendor (12/08/2021 - 3:55 PM) Page 18 Invoice No Description Amount Payment Date Acct Number Reference 7357892 resale- wine 454.64 12/14/2021 609-49750-425300 Check Total: 1,114.77 Vendor: 5635 WK & ASSOCIATES LLC Check Sequence: 127 ACH Enabled: False Dec Monthly Storage Rent (1/3) 200.00 12/14/2021 101-45201-443990 Dec Monthly Storage Rent (1/3) 200.00 12/14/2021 101-43120-443990 Dec Monthly Storage Rent (1/3) 200.00 12/14/2021 101-43125-443990 Check Total: 600.00 Vendor: 1577 WRIGHT CO AUDITOR-TREAS - ACH Check Sequence: 128 ACH Enabled: True December Dec 2021 - Deputies Contract 129,301.25 12/14/2021 101-42100-430500 Check Total: 129,301.25 Vendor: 5795 WRIGHT COUNTY FINANCE & TAXPAYER Check Sequence: 129 ACH Enabled: False License 2022 2022 Tobacco License Renewal 150.00 12/14/2021 609-49754-443990 Check Total: 150.00 Vendor: 1579 WRIGHT COUNTY HIGHWAY DEPARTMEN Check Sequence: 130 ACH Enabled: False 1993 (423.05) ton salt 35,334.57 12/14/2021 101-43125-421700 Check Total: 35,334.57 Vendor: 1580 WRIGHT COUNTY JOURNAL PRESS Check Sequence: 131 ACH Enabled: False 8110846 Ad 8110846 Fall wine sale 11/14/21 728.00 12/14/2021 609-49754-434990 Check Total: 728.00 Vendor: 1584 WSB & ASSOCIATES INC Check Sequence: 132 ACH Enabled: True R002596-400 48 16C006 - Fallon Ave Improvements - Oct 2021 1,750.50 12/14/2021 400-43300-459018 R011744-000 36 16C001 PHASE 1 BCOL Design - Oct 2021 828.00 12/14/2021 404-45202-453011 R014511-000 18 Downtown Redevelopment Project - Oct 2021 1,060.00 12/14/2021 213-46301-431993 R017360-000 7 2021 WCA Services - Oct 2021 83.50 12/14/2021 101-43111-430300 R017380-000 8 2021 GIS Support Services - Oct 2021 278.00 12/14/2021 702-00000-431990 R017641-000 10 2021 Economic Development Services - Special 850.00 12/14/2021 213-46301-431993 R017641-000 10 2021 Economic Development Services - Oct 202 650.00 12/14/2021 213-46301-431990 R017641-000 10 2021 Economic Development Services - CET Gi 228.00 12/14/2021 213-46301-430300 R017894-000 4 202110 - Chelsea Commons Townhome PUD Pt 789.50 12/14/2021 101-00000-220110 R018305-000 5 202114 - MEH StonyBrook Village PUD Plan R, 217.50 12/14/2021 101-00000-220110 R018674-000 3 County Ditch 33 Feasibility Study - Oct 2021 3,210.00 12/14/2021 101-43111-431990 R019102-000 2 21C008 - Otter Creek & Karlsburger Pond & Str 10,708.50 12/14/2021 652-49880-430300 AP -Computer Check Proof List by Vendor (12/08/2021 - 3:55 PM) Page 19 Invoice No Description Amount Payment Date Acct Number Reference R019194-000 1 21CO10 - Shovel Ready Site Certification - Oct : 1,564.50 12/14/2021 101-41910-430300 R019295-000 1 21C009 - Otter Creek Industrial Park Area Plattii 4,252.00 12/14/2021 101-41910-430300 Check Total: 26,470.00 Vendor: 5861 DIANE YANTA Check Sequence: 133 11/24/2021 Mileage Reimbursement - Fingerprinting @ Wri, 20.16 12/14/2021 653-41990-433100 Check Total: 20.16 Total for Check Run: 1,679,476.70 Total of Number of Checks: 133 The preceding list of bills payable was reviewed and approved for payment. Date: 12/13/2021 Approved by Mayor Lloyd Hilgart ACH Enabled: True AP -Computer Check Proof List by Vendor (12/08/2021 - 3:55 PM) Page 20 City Council Agenda: 12/13/2021 2B. Consideration of approving new hires and departures for City departments Prepared by: Meeting Date: ❑ Regular Agenda Item Human Resources Manager 12/13/2021 ® Consent 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. I. 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. I.��I J Z�I :i � t ► [�l 7e� �e1 • List of new hires and terminated employees. Name Shelly Henderson Jared Parker Elizabeth Simon Dylan Cheney William Schindele *Jason Styrbicky Ella Priola Tyler Raeth Gavin Wetterhahn Name Julia Kolles Lilia Lantto Elizabeth Simon Brooke Hillstrom Mason Host Gabby Danielowski *Promotion NEW EMPLOYEES Title Liquor Store Clerk Firefighter Slide Attendant Streets Worker Parks Worker Maintenance Supervisor Ice Rink Attendant Climbing Wall Attendant Slide Attendant Department Liquor Store Fire MCC Streets Parks MCC MCC MCC MCC TERMINATING EMPLOYEES Reason Voluntary MCC Voluntary MCC Voluntary MCC Voluntary MCC Voluntary MCC Voluntary MCC New Hire and Terms City Council 2021: 12/8/2021 Department Hire Date Class 11/17/21 11/15/21 11/23/21 11/29/21 11/29/21 12/4/21 12/5/21 12/6/21 12/6/21 Last Day 7/2/21 11/19/21 11/23/21 11/29/21 11/30/21 11/30/21 PT PT PT Temporary Temporary FT PT PT PT PT PT PT PT PT PT Class City Council Agenda: 12/13/2021 2C. Consideration of approving the sale or disposal of surplus City property Prepared by: Meeting Date: ❑ Regular Agenda Item N/A 12/13/2021 ® Consent Agenda Item Reviewed by: Approved by: N/A N/A There is no report this City Council Cycle. City Council Agenda: 12/13/2021 2D. Consideration of adopting Resolution 2021-98 accepting donation of $500 from Coors/Minnesota Municipal Beverage Association for the Monticello Fire Department from their fundraiser held at Hi -Way Liquors in August & September Prepared by: Meeting Date: ❑ Regular Agenda Item City Clerk 12/13/2021 ® Consent Agenda Item Reviewed by: Approved by: Finance Director City Administrator ACTION REQUESTED Motion to adopt Resolution 2021-98 accepting a donation of $500 from Coors/MMBA for the Monticello Fire Department from their fundraiser held at Hi -Way Liquors in August & September. REFERENCE AND BACKGROUND The City Council is being asked to accept $500 from Coors/Minnesota Municipal Beverage Association (MMBA) for the Fire Department. The funds were donated from Coors/MMBA as Hi -Way Liquors was a recipient of one of their a prize drawing. 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. The donation will be used for general operation. Budget Impact: The donations will be used by the Fire Department. Staff Workload Impact: N/A. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends adopting Resolution 2021-98 accepting the donation. SUPPORTING DATA • Resolution 2021-98 CITY OF MONTICELLO RESOLUTION NO. 2021-98 RESOLUTION APPROVING CONTRIBUTIONS WHEREAS, the City of Monticello is generally authorized to accept contributions of real and personal property pursuant to Minnesota Statutes Sections 465.03 and 465.04 for the benefit of its citizens and is specifically authorized to maintain such property for the benefit of its citizens in accordance with the terms prescribed by the donor. Said gifts may be limited under provisions of MN Statutes Section 471.895. WHEREAS, the following persons and or entities have offered to contribute contributions or gifts to the City as listed: DONOR/ENTITY DESCRIPTION VALUE Coors/MMBA Cash $500 WHEREAS, all said contributions are intended to aid the City in establishing facilities, operations or programs within the city's jurisdiction either alone or in cooperation with others, as allowed by law; and WHEREAS, the City Council hereby finds that it is appropriate to accept the contributions offered. NOW THEREFORE BE IT RESOLVED by the City Council of Monticello as follows: 1. The contributions described above are hereby accepted by the City of Monticello. 2. The contributions described above will be used as designated by the donor. This may entail reimbursing or allocating the money to another entity that will utilize the funds for the following stated purpose: DONOR/ENTITY PURPOSE/AMOUNT Coors/MMBA Fire Department Use/$500 Adopted by the City Council of Monticello this 13th day of December, 2021. Lloyd Hilgart, Mayor Jennifer Schreiber, City Clerk City Council Agenda: 12/13/2021 2E. Consideration of adopting Resolution 2021-99 establishing four election precincts and polling places for 2022 Prepared by: Meeting Date: ❑ Regular Agenda Item City Clerk 12/13/2021 ® Consent Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to adopt Resolution 2021-99 establishing four election precincts and polling places for 2022. REFERENCE AND BACKGROUND City Council is asked to adopt a resolution to establish precincts and polling places for the City of Monticello. Minnesota State Statute requires each municipality to designate by ordinance or resolution a polling location for each precinct for the following year by December 31. Elections take place on August 9, 2022 (Primary) and November 8, 2022 (General). Following discussions with Wright County, staff recommends that the City move from two to four precincts beginning in 2022. The current registered voter count is 8,165. With increased development and steady growth taking place in the city, staff believes it is logical to move to more manageable voter division among four precincts. There was initial discussion of adding only a third precinct for 2022; however, as we continue to grow in population, it is inevitable that there will be four or more precincts in the future. Taking a larger step now will limit the confusion to voters caused by continually adding new precincts. As we witnessed in the 2020 election, voting lines at the two precincts were long and detrimental to the election process. By adding two additional precincts, the number of registered voters in each precinct will be reduced. This will improve election day activities and limit errors. Precinct 1 will continue to be the Monticello Community Center Gym. Precinct 2 will remain Resurrection Lutheran Church. Precinct 3 will be the Monticello High School Fieldhouse located at 5225 School Boulevard. Precinct 4 will be Kindred Hearts Event Center, located at 1549 Broadway East. Staff is currently determining the precinct boundary lines using the counts of registered voters. The official boundaries will not be set until after redistricting is completed in February 2022. Staff must submit a correct map of precinct boundaries to the Minnesota Secretary of State by City Council Agenda: 12/13/2021 April 29, 2022. Voters must be notified by July 15, 2022. We will again utilize Wright County to send a notice to voters as a postal verification card through the State Voter Registration System (SVRS). I. Budget Impact: There will be a cost to notify the public of the new precinct. This cost will be approximately $0.30 per registered voter. We are working with Wright County on establishing the number of machines we will need. It is possible there will be an increase in maintenance costs. In addition, we will need to recruit some additional judges, but the impact to the budget should be minimal. II. Staff Impact: There will be staff time for establishing the new precinct boundaries and an increase in election planning with four precincts. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approving the resolution establishing the four election precincts and polling places for 2022. SUPPORTING DATA • Resolution 2021-99 RESOLUTION NO. 2021-99 CITY OF MONTICELLO, MINNESOTA A RESOLUTION DESIGNATING PRECINCT AND POLLING PLACE FOR 2022 WHEREAS, Minnesota Statue Section 204B, Subdivision 1 requires the governing body of each municipality to designate a polling place for each election precinct; and WHEREAS, this designation must be made by December 31 of each year, and said designation is effective for the following calendar year, unless a change is made pursuant to Minnesota Statute 204B.175 or because the polling place becomes unavailable; and, NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Monticello hereby establishes the boundaries of the voting precinct and polling place as: MONTICELLO P-1 POLLING PLACE LOCATION — Monticello Community Center Gymnasium, 505 Walnut St., Monticello, MN MONTICELLO P-2 POLLING PLACE LOCATION — Resurrection Lutheran Church, 9300 Jason Avenue NE, Monticello, MN MONTICELLO P-3 POLLING PLACE LOCATION — Monticello High School Fieldhouse, 5225 School Boulevard, Monticello, MN MONTICELLO P-4 POLLING PLACE LOCAITON — Kindred Hearts Events Center, 1549 Broadway East, Monticello, MN MONTICELLO ABSENTEE POLLING PLACE LOCATION — City Hall, 505 Walnut St., Monticello, MN Adopted by the City Council of the City of Monticello, Minnesota held this 13th day of December, 2021. Lloyd Hilgart, Mayor ATTEST: City Clerk City Council Agenda: 12/13/2021 2F. Consideration of approving the 2022 Monticello Community Center Part -Time Pay Scale Prepared by: Meeting Date: ® Regular Agenda Item Human Resources Manager 12/13/2021 ® Consent Agenda Item Reviewed by: Approved by: Parks & Recreation Director, Finance City Administrator Director ACTION REQUESTED Motion to approve the 2022 Monticello Community Center Part -Time Pay Scale. REFERENCE AND BACKGROUND Each fall City Council is asked to approve the Monticello Community Center (MCC)'s part-time wage scale for the upcoming year. In previous years, the updates approved were primarily reflective of minimum wage increases with very few adjustments to the other positions. This year in response to ongoing staffing shortages, demand for higher pay, and higher starting wages offered by many local businesses, staff is recommending more significant wage adjustments to the MCC's part-time positions. The recommended pay scale was developed based on information and feedback provided by other community center managers and research gathered on the wages of other communities and local businesses. While many local businesses may still offer higher wages than we are proposing, staff believes that the work environment and a free single membership to employees are unique benefits we offer that make the MCC an attractive place to work. Implementation: Employees who are currently making less than the new starting wage will have their hourly rate of pay increased to step 1 of the new scale and any employee currently making above the starting wage will be moved to the closest step within the new scale. Review dates will remain unchanged for current employees. Budget Impact: The estimated cost to implement the new wage scale is approximately $62,245 based on our current staffing levels. The 2022 draft budget includes room for funding the proposed increases and implementation as proposed. II. Staff Workload Impact: The impact will include a short-term increase in workload for the payroll clerk and human resources manager to transition all part-time employees to the new grade and step. III. Comprehensive Plan Impact: N/A City Council Agenda: 12/13/2021 STAFF RECOMMENDED ACTION Staff recommends approval of the 2022 Monticello Community Center Part -Time Pay Scale. SUPPORTING DATA • Proposed 2022 Monticello Community Center Part -Time Pay Scale 2021 MCC Part -Time Pay Scale Effective 12/19/20 Grade 1 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 M1 $ 8.21 $ 8.37 $ 8.54 $ 8.71 $ 8.89 $ 9.06 $ 9.25 $ 9.43 $ 10.08 $ 10.28 $ 10.49 $ 10.70 $ 10.91 $ 11.13 $ 11.35 $ 11.58 $ 11.81 M2 $ 8.21 $ 8.37 $ 8.54 $ 8.71 $ 8.89 $ 9.06 $ 9.25 $ 9.43 $ 10.13 $ 10.33 $ 10.54 $ 10.75 $ 10.97 $ 11.18 $ 11.41 $ 11.64 $ 11.87 M3 $ 8.21 $ 8.37 $ 8.54 $ 8.71 $ 8.89 $ 9.06 $ 9.25 $ 9.43 $ 10.15 $ 10.35 $ 10.56 $ 10.77 $ 10.99 $ 11.21 $ 11.43 $ 11.66 $ 11.89 M4 $ 10.25 $ 10.46 $ 10.66 $ 10.88 $ 11.09 $ 11.32 $ 11.54 $ 11.77 $ 12.01 $ 27.40 M5 $ 10.45 $ 10.66 $ 10.87 $ 11.09 $ 11.31 $ 11.54 $ 11.77 $ 12.00 $ 12.24 M6 $ 11.00 $ 11.22 $ 11.44 $ 11.67 $ 11.91 $ 12.14 $ 12.39 $ 12.64 $ 12.89 M7 $ 13.00 $ 13.26 $ 13.53 $ 13.80 $ 14.07 $ 14.35 $ 14.64 $ 14.93 $ 15.23 $ 15.54 $ 15.85 $ 16.16 M8 $ 20.00 $ 20.40 $ 20.81 $ 21.22 $ 21.65 $ 22.08 $ 22.52 $ 22.97 $ 23.43 Minor Wages- No longer in use. 2021 Wages Proposed 2022 MCC Part -Time Pay Scale Effective 1/1/22 Grade 1 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.51 7 7.5 8 8.5 9 M1 $ 11.00 $ 11.33 $ 11.67 $ 12.02 $ 12.38 $ 12.75 $ 13.13 $ 13.53 $ 13.93 $ 14.35 M2 $ 12.00 $ 12.36 $ 12.73 $ 13.11 $ 13.51 $ 13.91 $ 14.33 $ 14.76 $ 15.20 $ 15.66 M3 $ 13.00 $ 13.39 $ 13.79 $ 14.21 $ 14.63 $ 15.07 $ 15.52 $ 15.99 $ 16.47 $ 16.96 M4 $ 15.00 $ 15.45 $ 15.91 $ 16.39 $ 16.88 $ 17.39 $ 17.91 $ 18.45 $ 19.00 $ 19.57 M5 $ 17.00 1 $ 17.51 1 $ 18.04 1 $ 18.58 1 $ 19.13 1 $ 19.71 1 $ 20.30 1 $ 20.91 1 $ 21.54 1 $ 22.18 M6 $ 21.00 1 $ 21.63 1 $ 22.28 1 $ 22.95 1 $ 23.64 1 $ 24.34 1 $ 25.08 1 $ 25.83 1 $ 26.60 1 $ 27.40 Note: New hires are eligible for a 1/2 step at 6 mo and 1/2 step at 12 months; full steps annually thereafter. Positions Childcare Slide Attendant Climbing Wall, Program Asst., Sp. Event Attendant Guest Service, Event Decorator, Ice Arena Attendant, BF Concession Att. Building Att., FM Cashier, BF Concession Server, Adm Asst. Program Instructor, WSI Aid, Lifeguard League Sp., Facility Lead, Fitness Sp, Program Sp, WSI Group Fitness Instructor Positions Childcare, Slide Attendant Guest Service, Climbing Wall, Sp. Event Attendant, Rink Attendant, Adm Asst. Guest Service Opener/Closer, FM Cashier Facility Lead,WSI Aid, Lifeguard, League Manager WSI Group Fitness Instructor City Council Agenda: 12/13/2021 2G. Consideration of approving City of Monticello Business Hours for 2022 and amending Business Hours for 2021 Prepared by: Meeting Date: ❑ Regular Agenda Item City Administrator 12/13/2021 ® Consent Agenda Item Reviewed by: Approved by: City Clerk ACTION REQUESTED Motion to approve the City of Monticello business hours for 2022 and amend Hi -Way Liquors business hours on Christmas Eve for 2021. REFERENCE AND BACKGROUND City Council is asked to review the attached table identifying the hours of operation and holiday schedule for each City facility serving the public. This schedule is reviewed annually for changes and approved by Council. Any subsequent changes to the schedule must be brought back to Council for approval. Please note the following for 2022: • Hi -Way Liquors will be closed on January 16, 2021 for inventory and April 17, 2021 for Easter. • Christmas and New Year's Day both fall on a Sunday and will be observed on the following Monday. • The Monticello Community Center is proposed to be closed on Sundays between Memorial Day and Labor Day. Staff is also asking to adjust the 2021 Hi -Way Liquors business hours on Christmas Eve. The current schedule reflects standard hours; however, it should be changed to show Hi -Way closing at 4 p.m. STAFF RECOMMENDED ACTION City staff recommends approving business hours for 2022 as well as adjusting the 2021 holiday hours for Hi -Way Liquors on Christmas Eve. SUPPORTING DATA • Proposed City of Monticello Business Hours for 2022 ntic j Moello 2022 CITY OF MONTICELLO BUSINESS HOURS 2022 Holiday Hours Holiday falls on: City Hall Public Works Office Hi -way Monticello 2022 Standard Hours City Hall Public Works Office DMV Closed Closed Standard Standard Sam -4pm New Year's Day Liquors Community Center Monday - Thursday/Friday Sam - 4:30pm lam - 3:30pm Sam - 4:30pm gam - 8pm / 9am Sam - 8pm Sun 1/16/2022 Closed Closed _ 10 Pm Closed Saturday Closed Closed 8am - 12pm 9am - 10pm 7am - 4:30pm Sunday/ Memorial Day - Labor Day Closed Closed Closed 11am - 6pm 7am - 4:30pm /Closed 2022 Holiday Hours Holiday falls on: City Hall Public Works Office DMV Hi -way Liquors Monticello Community Center New Year's Eve/New Year's Day Observed Fri 12/31/2021 Closed Closed Standard Standard Sam -4pm New Year's Day Sat 1/1/2022 Closed Closed Closed 9am - 6pm 10am - 4:30pm Hi -Way Liquors Inventory Sun 1/16/2022 Closed Closed Closed Closed Standard Martin Luther King, Jr. Day Mon 1/17/2022 Closed Closed Standard Standard Standard Presidents Day Mon 2/21/2022 Closed Closed Standard Standard Standard Easter Sunday Sun 4/17/2022 Closed Closed Closed Closed Closed Memorial Day Mon 5/30/2022 Closed Closed Closed 9am - 6pm Closed Independence Day Mon 7/4/2022 Closed Closed Closed 9am - 6pm Closed Labor Day Mon 9/5/2022 Closed Closed Closed 9am - 6pm Closed Columbus Day Mon 10/10/2022 Standard Standard Standard Standard Standard Veterans Day Fri 11/11/2022 Closed Closed Standard Standard Standard Thanksgiving Thu 11/24/2022 Closed Closed Closed Closed Closed Day After Thanksgiving Fri 11/25/2022 Closed Closed Standard Standard Standard Christmas Eve Observed Fri 12/23/2022 8am - 12:00pm 7 - 11am Standard Standard Standard Christmas Eve Sat 12/24/2022 Closed Closed Closed 9am - 4pm Closed Christmas Day Sun 12/25/2022 Closed Closed Closed Closed Closed Christmas Day Observed Mon 12/26/2022 Closed Closed Standard Standard Standard New Year's Eve Sat 12/31/2022 Closed Closed Standard Standard Standard New Year's Day Sun 1/1/2023 Closed Closed Closed 11am - 6pm 10am - 4:30pm New Year's Day Observed Mon 1/2/2023 Closed Closed Standard Standard Standard Modifications require City Council approval. Decisions to close facilities or change hours due to inclement weather, pandemic, etc. will be made by the city administrator after consultation with the department head and mayor. FiberNet Monticello hours are available at www.fibernetmonticello.com. City Council Agenda: 12/13/2021 2H. Consideration of approving the 2022 Regularly Scheduled City Council and Commission meetings Prepared by: Meeting Date: ❑ Regular Agenda Item City Administrator 12/13/2021 ® Consent Agenda Item Reviewed by: Approved by: City Clerk ACTION REQUESTED Motion to approve the 2022 Regular schedule of City Council and commission meetings. REFERENCE AND BACKGROUND City Council is asked to approve the schedule of regular City Council and board/commission meetings in 2022. This includes meetings for commissions and boards that exist by ordinance or state statute. The schedule is prepared annually and includes adjustments for holidays, elections, and other dates restricted by law. If approved, these dates and times will become the official meeting dates and times and will be made available to the public. There are no significant changes to meeting dates or times for 2022; however, please note that CMRP voted to adjust the date of their January meeting. I. Budget Impact: N/A II. Staff Workload Impact: Staff will post the schedule on the City's website and bulletin board after approval. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approving the 2022 schedule of regular City Council and board/commission meetings. SUPPORTING DATA • Proposed 2022 City Council and Board/Commission Meetings Schedule Regularly Scheduled Meetings of Council and Appointed Commissions - 2022 City Planning Bertram CMRP Council Commission Chain of Lakes EDA CITY OF 7:30AM 6:30PM 6PM Advisory 6PM/7AM SAM January 2022 Sun Mon Tue Wed Thu Fri Sat MEMEMEM October 2022 November 2022 December 2022 Sun Mon Tue Wed Thu Fri Sat © EMEMEEM EVAMEEM 10 M® ®E® MEEV MEMO EM®® 13 M® 24 No MEMO NOMMEME 19 20 2800 01114M 20 21 MWE■ ON MEN MENEREM M MMENVENE 27 MEMO February 2022 Sun Mon Tue Wed Thu Fri Sat MEAMEM1 October 2022 November 2022 December 2022 Sun Mon Tue Wed Thu Fri Sat © MMMV ®E® EVAMEEM 10 M® ®E® 16 MON MEMO EM®® 14 20 MEN 24 No MEMO NOMMEME 2800 20 21 MWE■ Fire Relief Meeting 7PM March 2022 Sun Mon Tue Wed Thu Fri Sat MMUMMEM October 2022 November 2022 December 2022 Sun Mon Tue Wed Thu Fri Sat Sun Mon Tue Wed Thu Fri Sat MEMS ®E® EVAMEEM 10 ON ®E® 16 MON MEMO EM®® 14 20 MEN 24 ®® MEMO MEMEMEM 2800 20 21 MWE■ April 2022 Sun Mon Tue Wed Thu Fri Sat MENNEN© October 2022 November 2022 December 2022 Sun Mon Tue Wed Thu Fri Sat Sun Mon Tue Wed Thu Fri Sat MEMEMEM EVAMEEM 12 ME® ®o ®E® MM®® MEN MEMO EM®® 14 20 MEN ®E ON MEMO MEMEMEM 2800 20 21 May 2022 June 2022 July 2022 August 2022 Sun Mon Tue Wed Thu Fri Sat Sun Mon Tue Wed Thu Fri Sat Sun Mon Tue Wed Thu Fri Sat Sun Mon Tue Wed Thu Fri Sat MEAMEME October 2022 November 2022 December 2022 Sun Mon Tue Wed Thu Fri Sat Sun Mon Tue Wed Thu Fri Sat ©NEV MEN", EVAMEEM 12 ME® ®o ®E® MEME MEMO EM®® 26 N® ON MEMEMEM MEMEMEM No 20 21 MEMEME� October 2022 November 2022 December 2022 Sun Mon Tue Wed Thu Fri Sat Sun Mon Tue Wed Thu Fri Sat ©EI© MEN', EVAMEEM 9 ON ®E® ME® MEMO EM®® MEN-71—"AME 23 ON ®E MEMEMEM No 20 21 MWE■ MENEM�© October 2022 November 2022 December 2022 Sun Mon Tue Wed Thu Fri Sat Sun Mon Tue Wed Thu Fri Sat MMEV11 MEN EVAMEEM 17 ®EN ®® ®E® ®®®I25 EM®® MEN-71—"AME ON 14 ®E EMEEMEM No 20 21 MWE■ MEN M MMENVENE 27 MEMO ON MEMEMEN October 2022 November 2022 December 2022 Sun Mon Tue Wed Thu Fri Sat Sun Mon Tue Wed Thu Fri Sat MMEV11 MEN Sun Mon Tue Wed Thu Fri Sat 17 ®EN ®® ®E® ®®®I25 EMEME"IMME MEN-71—"AME ON MMMEEMM EMEEMEM No 27 September 2022 October 2022 November 2022 December 2022 Sun Mon Tue Wed Thu Fri Sat Sun Mon Tue Wed Thu Fri Sat i Sun Mon Tue Wed Thu Fri Sat MENVEME 00 ®E® ENEV EMEME"IMME MEN-71—"AME ON MEN EMEEMEM No 27 September 2022 October 2022 November 2022 December 2022 Sun Mon Tue Wed Thu Fri Sat Sun Mon Tue Wed Thu Fri Sat Sun Mon Tue Wed Thu Fri Sat Sun Mon Tue Wed Thu Fri Sat MEMMEME 8 No MEAM" MENVEME 00 ®E® ENEV EMEME"IMME MEN-71—"AME ON MEN EMEEMEM No 27 MWE■ MEMEMEM 8 ME EMENEEM 10 ME 16 17 ON 00 ®E® ENEV EMEME"IMME 13 ON MEN EMEEMEM 19 M®® 27 MEMO ON MEAMEME 8 ME MEMPr 10 ME 16 17 ON 00 ®E® ®E® EMEME"IMME MENOMEM EMEEMEM MMMM"MM ME'AM 8 ME MENVENE 21 22 00 ®E® MENOMEM Regularly scheduled meetings are sometimes rescheduled. Notice of meeting changes are posted 72 hours in advance on the Official City Government bulletin board in compliance with open meeting law. 21. Consideration of renewing a pawn broker license for 2022 for David Corbin Helm dba Monticello Pawn. Gun and Bareain Center at 1219 South Hiehwav 25 Prepared by: Meeting Date: ❑ Regular Agenda Item City Clerk 12/13/2021 ® Consent Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to renew the pawn broker license for 2022 for David Corbin Helm dba Monticello Pawn, Gun and Bargain Center contingent on compliance with their Conditional Use Permit. REFERENCE AND BACKGROUND The Council is asked to consider a pawn broker license renewal for David Corbin, Monticello Pawn, Gun and Bargain Center, 1219 South Highway 25, for 2022. Mr. Corbin was granted his initial license in December 2015. We received the renewal application from David Corbin along with the fee. The city code requires verification from the Wright County Sheriff's Department for any issues related to the operation of the business that might impact the renewal of the license. Staff is not aware of any issues in this regard and has sent the application to the Sheriff's office for verification and signature. The City will be providing the Monticello Pawn Shop with a physical license after the renewal is approved by Council and the application is signed by the Sheriff. The license should be displayed at the shop in a visible location as is recommended under state law. Al. Budget Impact: N/A A2. Staff Workload Impact: Minimal. A3. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends renewal of the pawn broker license contingent on compliance with Conditional Use Permit. SUPPORTING DATA • Application r�AAAddd nticclh City of Monticello II PAWN BROKER'S APPLICATION/LICENSE Business Name: DT Sales/ DBA Monticello Pawn and Gun Business Address: 1219 Hwy 25 south Monticello MN Mailing/Billing Address: 763-295-6955 Business Email: Dave@dkmags.com Applicant Name: David Corbin DOB— Home Address: Phone: Please check the appropriate box: Renewal ❑ New Application ❑ Please check all trade items that apply to your pawn shop business: Guns 0 Gold/Coins ❑ Other ❑ If you checked "Guns', please enclose a copy of your Federal License for an authorized firearms dealer with this application. Worker's Compensation: Minnesota Statutes 176.182 requires acceptable evidence of compliance with the Workers' Compensation insurance program. Please enclose an insurance certificate for your business showing that you have Work Comp insurance for the period of this license application (Jan I —December 31). In lieu of certificate, you can list the following: Name of Insurance Company: SFM Policy Number: 108657.203 Dates of coverage: ongoing 11-2022 If you have no employees and are not required to carry Work Comp insurance, check here. ❑ VERIFICATION BY APPLICANT: I agree to abide by federal, state and local laws, ordinances and regulations pertaining to pawn shops and this license. I further agree to provide the Wright County Sheriff s Department, provider of law enforcement services for the City of Monticello, with all records as required under city ordinance and state law. I further agree to participate in the electronic pawn record system utilized by the City of b}eji4lo and Wright County Sheritrs Department. 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SI Up To*j FFLsimaeaedmrmeiv*Iheekc o➢ y oftheFFLNcwsla- W. ehng wish 000e®wW.ddd..l mfmtnaim, sh wbmn nmc, FFL➢umba. wd e-meil.dds w: FIPBW2. The Wemmie FFL'4MdW. will enable ATP In ttxnmwiceee mfmhaim m hcrosees m e peiodic basis. City Council Agenda: 12/13/2021 2J. Consideration of approving an On -Sale Intoxicating Liquor License and Brewpub Off - Sale license for Nordic Brewine. 530 Cedar Street. for future operation as a Brewpub Prepared by: Meeting Date: ❑ Regular Agenda Item City Clerk 12/13/2021 ® Consent Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to approve the On -Sale Intoxicating Liquor License and Off -Sale Brewpub License for Nordic Brewing pending approval of all Building Department requirements and State of Minnesota Department of Alcohol and Gambling requirements. REFERENCE AND BACKGROUND Nordic Brewing applied for an On -Sale Intoxicating Liquor License and Brewpub Off -Sale License for their establishment located at 530 Cedar Street. Currently, Nordic Brewing is operating as a brewery and taproom, but it is their intent to transition to a brewpub. Requirements of a brewpub include that the establishment be a restaurant, which operates as its taproom, and they are currently working on the move to a restaurant. Brewpubs are authorized by State to continue to sell their off -sale growler products produced on site. They are also able to obtain an on -sale intoxicating liquor license or a wine liquor license. Following approval of the City Council, the applications will be forwarded to the State for licensing. Nordic Brewing is planning to be open as a brewpub in mid-January 2022. STAFF RECOMMENDED ACTION City staff recommends approving the On -Sale Intoxicating Liquor License and Brewpub Off -Sale License for Nordic Brewing. SUPPORTING DATA • Applications Minnesota Department of Public Safety Alcohol and Gambling Enforcement Division (AGED) 445 Minnesota Street, Suite 1600, St. Paul, MN 55101 aman�.ac.merm mlo,an.,n Telephone 651-201-7507 Fax 651-297-5259 TTY 651-282-6555 Certification of an On Sale Liquor License, 3.2% Liquor license, or Sunday Liquor License Cities and Counties: You are required by law to complete and sign this form to certify the issuance of the following liquor license types: 1) City issued on sale intoxicating and Sunday liquor licenses 2) City and County issued 3.2% on and off sale malt liquor licenses Name of City or County Issuing Liquor License License Period From: To: Circle One ew Liceme License Transfer Suspension Revocation Cancel (former liwmee mons) (Give dares) License type: (check all that apply) Mon Sale Intoxicatingr❑ Sunday Liquor ❑ 3.2% On sale ❑ 32% Off Sale Fee(s): On Sale License fee:$ Sunday License fee: $ 3.2% On Sale fee: $ 3.2% Off Sale fee: $ Licensee Name: The Nordic Brewing Co LLC DOB 7/6/2017 Social Security # 472-21-0793 (corporation, pmtuenhip, LLC, or Individual) Business Trade Name Nordic Brewing Business Address 530 Cedar St City, Monticello Zip Code 55362 County, Wright Business Phone 763-656-3370 Home Phone Home Address City Monticello Licensee's Fe 3946642 Licensee's MN Tax ID# 5641444 (To apply cil m58a0.829-0933) If above named licensee is a corporation, partnership, or LLC, complete the following for each partner/officer: Zachary Mykel Barthel - Partner(OffiicerName (First Middle Last) DOB Social Securityft Home Address Parma/Officer Name (First Middle Last) MB Social Security # Home Address Partner/Officer Name (First Middle Last) DOB Social Security # Home Address Intoxicating liquor licensees most attach a certificate of Liquor Liability Insurance to this form. The insurance certificate must contain all of the following: 1) Show the exact licensee name (corporation, partnership, LLC, etc) and business address as shown on the license. 2) Cover completely the license period set by the local city or county licensing authority as shown on the license. ❑ Yes ❑a No During the past year has a summons been issued to the licensee under the Civil Liquor Liability Law? Workers Compensation insurance is also required by all licensees: Please complete the following: Workers Compensation Insurance Company Name: Midwest Workman Comp policy # 0101 WP104048902 I Certify that this license(s) has been approved in an official meeting by the governing body ofthe city or county. City Clerk or County Auditor Signature Date (title) ON SALE INTOXICATING LIQUOR LICENSEES ONLY, must also purchase a $20 Retailer Buyers Card. To obtain the application for the Buyers Card, please call 651-201-7507, or visit our website at https://dps.mn.gov/ divisions/age/Pages/default.aspx Minnesota Department of Public Safen ALCOHOLAND GAMBLING ENFORCEMENT DIVISION 445 Minnesota Street, Suite 1600, St. Paul. MN 5510- (6511201-75D4 TDD(6511282-655? FAX(6511297-525? APPLICATION FOR BREW PUB OFF SALE INTOXICATING LIQUOR LICENSE Must be a licensed brew pub in order to apply for this Iic Fees: Brew Pub Off Sale Fee: S Sunday License: ❑ YES NO Sunday License Fee: $ workers Cump.Ins,Co. Midwest Workman Comb Policy Number 0101WP104048902 Minnesota Ta%IDNumber 5641444 Federal Tax It Number 62-3946642 7/6/2017 Monticello MN 1 55362 1 From To Barthel state names, address and date of birth of each partner. t. If a corporation, date of incorporation 7/6/2017 , state incorporate in Minnesota , amount paid in capital . If a subsidiary of any other corporation, so state and give purpose of corporation . If incorporated under the laws of another state, is corporation authorized to do business in the state of Minnesota? (' yes r No 2. Describe premises to which license applies, such as (first floor, second Floor, basement, etc.) or if entire building, so state We are in the corner of a strip mall, single floor, been a brewery taproom for 3 years. 3. Is establishment located near any state university, state hospital, training school, reformatory or prison? ('Yes (0110 if yes state approximate distance. 4. Name and address of building owner: Rafik Moore Has owner of building any connection, directly or indirectly, with applicant? ryes .4epNo Besides being our landlord. 5. Is applicant or any of the associates in this application, a member of the governing body of the municipality in which this license is to be issued? r Yes f No If yes, in what capacity? 6. State whether any person other than applicants has any right, title or interest in the furniture, fixtures or equipment for which license is applied and if so, give name and details. NIA 7. Have applicants any interest whatsover, directly or indirectly, in any other liquor establishment in the state of Minnesota? (-Yes j9 No If yes, give name and address of establishment. 8. Are the premises now occupied or to be occupied by the applicant entirely separate and exclusive from any other business establishment? Yes r No 9. State whether applicant has or will be granted, an On sale Liquor License in conjunction with this Off Sale Liquor License and for the same premises. (' Yes (^ No QoWill be Granted 10. State whether applicant has or will be granted a Sunday On Sale Liquor License in conjunction with the regular On Sale Liquor License. r Yes r No V Will be Granted 11. If this application is for a County Board Off Sale License, state the distance in miles to the nearest municipality. 12. Stare Number of Employees 8 13. If this license is being issued by a County Board, has a public hearing been held as per MN Statute 340A.405 sub2(d)? 14. If this license is being issued by a County Board, is it located in an organized township? If so, attach township approval. 1. State whether applicant or any of the associates in this application, have ever had an application for a liquor license rejected by any municipality or state authority; if so, give dates and details. Negative. 2. Has the applicant or any of the associates in this application, during the five years immediately preceding this application ever had a license under the Minnesota Liquor Control Act revoked for any violation of such laws or local ordinances; if so, give dates and details. Negative. 3. Hasa. Has appllcaofficers, or employees ever had any liquor law violations or felony convictions in Minnesota or elsewhere, including State Liquor penalties? r, Yes f No If yes, give dates, charges and final outcome. 4. During the pas[ license year, has a summons been issued under the Liquor Civil Liability Law Dram Shop) M.S. 340A.802. r Yes ,p No If yes, attach a copy of the summons. This licensee must have one of the following: H CERTIFICATE OF INSURANCE TO THIS FORM.) Check one Liquor Liability Insurance (Dram Shop) -$50,000 per person, $100,000 more than one person; $10,000 property destruction; $50,000 41and$100,000 for loss of means of support. r A surety bond from a surety company with minium coverage as specified in A. A certificate from the State Treasurer that the licensee has deposited with the state, trust funds having market value of $100,000 or r $100,000 in cash or securities. I certify that I have read the above questions and that the answers are true and correct of my own knowledge. Print name or applicant and title gnature o app ¢a ate Zachary Mykel Barthel - Owner / n e r oyr nr�.uucc is wmrr r This is to certify that the applicant and the associates named herein have not been convicted within the past five years for any violation of laws of the State of Minnesota or municipal ordinances relating to intoxicating liquor except as follows: oPolice/Sheriff s Department Ilitle]Signature County Attorney's Signature I IMPORTANT NOTICE All retail liquor licensees must have a current Federal Special Occupational Stamp. This stamp is issued by the Bureau of Alcohol, Tobacco, and Firearms. For information call (651) 726-0220 City Council Agenda: 12/13/2021 2K. Consideration of approving Board and Commission Appointments commencing January 1, 2022 Prepared by: Meeting Date: ❑ Regular Agenda Item City Clerk 12/13/2021 ® Consent Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to approve Board and Commission appointments commencing January 1, 2022. REFERENCE AND BACKGROUND City Council is asked to affirm appointments and re -appointments to various boards and commissions with terms beginning January 1, 2022. Re -appointments for 2022 include: Bertram Chain of Lakes Advisory Council (BCOL): Lynn Anderson is recommended to continue as the Park, Arts, and Recreation Commission representative. There is one at - large vacancy on the board. • EDA: Hali Sittig is recommended for re -appointment for term expiring December 2027. IEDC: The terms of Liz Calpas, Luke Dahlheimer, Randy Skarphol, and Darek Vetsch are all recommended for re -appointment with terms expiring December 2024. Dick Van Allen is no longer serving, therefore leaving a vacancy on the commission. Library Board: Julie Spiers and Beth Metzger are both recommended for another term which expires December 2024. Parks, Arts, and Recreation Commission: PARC recommended re -appointment of Brian Stoll and Janine Kopff to terms expiring December 2024. Planning Commission: The Planning Commission recommended re -appointment of Andrew Tapper and Paul Konsor to terms expiring December 2024. Attached as additional information is a summary of the current City boards and commissions. It includes a full list of board/commission members; those recommended for re -appointment are listed in red. STAFF RECOMMENDED ACTION City staff recommends approving the appointments/re-appointments beginning January 2022. City Council Agenda: 12/13/2021 SUPPORTING DATA Draft 2022 Board and Commission Appointments Draft 2022 ANNUAL BOARD AND COMMISSION MEMBERS COMMISSIONS/BOARDS NAME TERM EXPIRES Planning Commission Alison Zimpfer 3 yr 12/2022 (3 -year staggered terms) Teri Lehner 3 yr 12/2023 Eric Hagen 3 yr 12/2023 Andrew Tapper 3 yr 12/2024 Paul Konsor 3 yr 12/2024 Charlotte Gabler Council liaison Parks, Arts, and Recreation Commission Julie Jelen 3 yr 12/2022 (3 -year staggered terms) Mercedes Turner 3 yr 12/2022 Adam Lieferman 3 yr 12/2022 Lynn Anderson 3 yr 12/2023 Nancy McCaffrey 3 yr 12/2023 Brian Stoll 3 yr 12/2024 Janine Kopff 3 yr 12/2024 Sam Murdoff Council liaison Library Board Joan Brezlin 3 yr 12/2022 (3 -year staggered terms) Jamie Driscoll 3 yr 12/2023 Shea Roskowiak 3 yr 12/2023 Julie Spiers 3 yr 12/2024 Beth Metzger 3 yr 12/2024 Charlotte Gabler Council liaison Economic Development Authority Tracy Hinz 6 yr 12/2022 (6 -year staggered terms) Steve Johnson 6 yr 12/2023 011ie Koropchak-White 6 yr 12/2024 Jon Morphew 6 yr 12/2026 Hali Sittig 6 yr 12/2027 Jim Davidson (voting) Council rep Lloyd Hilgart (voting) Council rep IEDC: Joni Pawelk 3 yr 12/2022 (3 -year staggered terms) Wayne Elam 3 yr 12/2022 Don Roberts 3 yr 12/2022 Kevin Steffensmeier 3 yr 12/2022 Steve Johnson 3 yr 12/2022 Andrew Tapper 3 yr 12/2023 Eric Olson 3 yr 12/2023 Thomas Conboy 3 yr 12/2023 Meghan Hanson 3 yr 12/2023 Sarah Kortmansky 3 yr 12/2023 VACANCY 3 yr 12/2024 Darek Vetsch 3 yr 12/2024 Luke Dahlheimer 3 yr 12/2021 Randy Skarphol 3 yr 12/2024 Elizabeth Calpas Chamber Rep 12/2024 Student Rep Student Rep Chamber Director ex -officio Lloyd Hilgart Mayor Bertram Chain of Lakes Advisory Council Dawn Larson (at large) 3 yr 12/2022 (3 -year staggered terms) Tom Jahnke (at large) 3 yr 12/2022 Lynn Anderson Parks rep 12/2023 Wes Olson (at large) 3 yr 12/2023 VACANCY 3 yr 12/2024 Jim Davidson (voting) Council rep Sam Murdoff (voting) Council rep City Council Agenda: 12/13/2021 2L. Consideration of adopting Resolution 2021-100 calling for a Public Hearing on the r000sed Establishment Tax Increment Financine District No. 1-42 within the Central Monticello Redevelopment Proiect No. 1, and the proposed adoption of the Tax Increment Financine Plan for the District Prepared by: Meeting Date: ❑ Regular Agenda Item Economic Development Manager 12/13/2021 ® Consent Agenda Item Reviewed by: Approved by: Community Development Director, City City Administrator Clerk ACTION REQUESTED Motion to adopt Resolution 2021-100 calling for a Public Hearing regarding the proposed establishment of Tax Increment Financing District No. 1-42 within the Central Monticello Redevelopment Project No. 1, and the proposed adoption of the Tax Increment Plan for the TIF District. REFERENCE AND BACKGROUND City Council is asked to consider the adoption of Resolution 2021-100 calling for a Public Hearing related to the proposed establishment of a new Affordable Housing Tax Increment Financing (TIF) District, #1-42, within the Central Monticello Redevelopment Project Area No. 1, and the proposed adoption of the Tax Increment Plan for the TIF District. Headwaters Development recently submitted a TIF Application for review and discussion at the December 8, 2021 EDA meeting. The EDA adopted the resolution requesting that City Council call for the Public Hearing. The TIF application and related packet submittal materials are attached to this report. Headwaters' proposal is for development of 168 housing units on a 16.71 -acre EDA owned parcel along 7t" Street West. This includes construction of 60 twin -homes (patio homes) on 30 pad sites and a 108 -unit multi -family apartment building. Construction of both housing styles would be completed in three phases over a 24 -to -28 -month time frame beginning in spring of 2022. The total project value is estimated at approximately $44,000,000 +/-. Headwaters' TIF application indicates they have a funding gap of approximately $4,700,000 and will not be able to proceed with the development but for TIF assistance in that amount. City Council Agenda: 12/13/2021 State statutes for use of TIF require a public hearing be held by City Council. Several years ago, the Council assigned TIF District review and administration to the EDA; however, the Council is still responsible for the final approval of the TIF Plan and authorization of creating a new TIF District. The City Council last established an Affordable Housing TIF District in June 2018 when it approved the establishment of TIF District #1-40. TIF District #1-40 supported the Briggs Companies' development of a 47 -unit apartment known as Rivertown Residential Suites on Block 36 in Monticello's core downtown area. Under the terms of the TIF contract for that project, 10 units (20 percent) must remain affordable and be rented to households with incomes at or below 50 percent of the area median income (AMI) for Wright County. Should Council call for a hearing, City staff and consultants will continue their review of the TIF application and development of the financial analysis and legal documents associated with the establishment of the TIF District. Land use applications for the proposed development will also be required and reviewed by the City Council. I. Budget Impact: Headwaters Development submitted the TIF application fee of $10,000 with their application. The fee will cover the cost of the initial steps in the TIF review and approval process. All costs incurred during the TIF review and approval process will be invoiced to Headwaters Development. The budget impact of the development proposal itself is positive in that the EDA has expressed a desire to be paid a market rate price for its land and that is possible through the mechanics of the TIF District. Over time, the captured tax increments would flow into the EDA General Fund and reflect the market value price of the 16.71 -acre parcel. The increment flow will eventually allow the EDA to pursue other worthwhile housing and industrial development projects as needed. II. Staff Workload Impact: There is a limited staff impact in considering the resolution requesting the City Council call for a public hearing to discuss establishing a new Affordable Housing TIF District. In-house staff have been involved in the discussions with the developer. Staff has also consulted with the EDA attorney and Northland Securities, Inc. (NSI), the City financial advisor, regarding process and documentation steps since receipt of the TIF Application from Headwaters. The City Council resolution was drafted by the EDA attorney. As the TIF review and approval process unfolds, there will be considerable additional time commitments from in-house staff as well as legal and financial advisory consultants. As part of the TIF Plan preparation, NSI will perform an City Council Agenda: 12/13/2021 analysis of the proposed financing and the critical "but for" test (but for the TIF assistance, the proposal would not move forward). III. Comprehensive Plan Impact: The Vision adopted as part of the Monticello 2040 Plan is to create a friendly and safe community which is inclusive and fosters a sense of belonging. The city has adopted a strategy for housing which includes developing a range of housing choice and opportunity. As residents move through their career paths and family status, their housing needs change. As an actively developing community, Monticello seeks to provide opportunities for a full range of "life cycle" housing options allowing them to stay and growth with our community. This proposal meets a specific housing need in the community, which is further supported by the 2020 Housing Study. The proposed project area also meets the Monticello 2040 goal for growing from within, as it is also located within the city on an underutilized parcel of land. STAFF RECOMMENDED ACTION Following review of the TIF application and discussion, the EDA adopted a resolution requesting the City Council call for a Public Hearing for the establishment of a new Affordable Housing TIF District. Staff recommends that the City Council take the next step by adopting Resolution 2021-100 calling for the Public Hearing. The TIF Application materials submitted by Headwaters Development indicate that it needs TIF assistance to proceed with the proposed development. If the City Council adopts Resolution 2021-100, the public hearing will allow for public comment ahead of the City Council review and consideration of the critical "but for' financial analysis and the TIF Plan which NSI will prepare as part of the final TIF District step. SUPPORTING DATA A. Resolution 2021-100 B. Headwaters Development TIF Application Submittal C. Summary of Headwaters Development 7t" Street Housing Proposal D. TIF Approval Calendar E. EDA TIF Guidelines CITY OF MONTICELLO WRIGHT COUNTY STATE OF MINNESOTA RESOLUTION NO 2021-100 RESOLUTION CALLING PUBLIC HEARING ON THE PROPOSED ESTABLISHMENT OF TAX INCREMENT FINANCING DISTRICT NO. 1-42 WITHIN CENTRAL MONTICELLO REDEVELOPMENT PROJECT NO. 1, AND THE PROPOSED ADOPTION OF THE TAX INCREMENT FINANCING PLAN FOR THE TIF DISTRICT BE IT RESOLVED by the City Council (the "Council") of the City of Monticello, Minnesota (the "City"), as follows: 1. Public Hearing. This Council shall meet on Monday, February 14, 2022, at approximately 7:00 p.m., to hold a public hearing on the proposed establishment of Tax Increment Financing District No. 1-42 (the "TIF District") within Central Monticello Redevelopment Project No. 1, and the proposed adoption of the Tax Increment Financing Plan relating to the TIF District, all pursuant to and in accordance with Minnesota Statutes, Sections 469.090 through 469.1081, as amended, and Sections 469.174 through 469.1794, as amended (collectively, the "Act"). 2. Notice of Hearing; Filing of TIF Plan. The City Clerk is hereby authorized to cause a notice of the hearing, substantially in the form attached hereto as Exhibit A, to be published as required by Section 469.175, Subdivision 3 of the Act, to place a copy of the proposed Tax Increment Financing Plan for the TIF District on file in the City Clerk's Office at City Hall, and to make such copies available for inspection by the public. 3. Consultation with Other Taxing Jurisdictions. The City Clerk is hereby directed to mail a notice of the public hearing and a copy of the proposed Tax increment Financing Plan for the TIF District to Wright County and Independent School District No. 882, informing those taxing jurisdictions of the estimated fiscal and economic impact of the TIF District. Adopted by the City Council of the City of Monticello, Minnesota, this 13th day of December, 2021. Mayor ATTEST: City Clerk MN190\163\764467.v1 Exhibit A CITY OF MONTICELLO NOTICE OF PUBLIC HEARING NOTICE IS HEREBY GIVEN that the City Council of the City of Monticello, Minnesota, will hold a public hearing on Monday, February 14, 2022, at approximately 7:00 p.m. in the City Hall Council Chambers, 505 Walnut Street, Monticello, relating to the proposed establishment of Tax Increment Financing District No. 1-42 (the "TIF District") within Central Monticello Redevelopment Project No. 1, and the proposed approval of a Tax Increment Financing Plan relating to the TIF District, pursuant to Minnesota Statutes, Sections 469.090 to 469.1081 and Sections 469.174 through 469.1794, as amended. Copies of the proposed Tax Increment Financing Plan will be on file and available for public inspection at the office of the City Clerk at City Hall. The property included within Central Monticello Redevelopment Project No. 1 is described in the Redevelopment Plan on file in the office of the City Clerk. The property to be included within the proposed TIF District is described in the Tax Increment Financing Plan on file in the office of the City Clerk. The boundaries of Central Monticello Redevelopment Project No. 1 and the proposed TIF District are shown in the following map: [insert map] All interested persons may appear at the hearing and present their views orally or in writing prior to the hearing to City Hall, 505 Walnut Street, Monticello, MN 55362. BY ORDER OF THE CITY COUNCIL /s/ City Clerk 2 MN190\163\764467.v1 CITY OF MONTICELLO ECONOMIC DEVELOPMENT AUTHORITY TAX INCREMENT FINANCING (TIF) PRE -APPLICATION BUSINESS SUBSIDY APPLICATION BUSINESS ASSISTANCE FINANCING Legal name of applicant: Headwaters Development LLC Address: 6511 Nez Perce Drive, Chanhassen, MN 55317 612-438-2727 Telephone number: Name of contact person: Michael Hoagberg REQUESTED INFORMATION Addendum shall be attached hereto addressing in detail the following: 1. A map showing the exact boundaries of proposed development. 2. Give a general description of the project including size and location of building(s); business type or use; traffic information including parking, projected vehicle counts and traffic flow; timing of the project; estimated market value following completion. 3. The existing Comprehensive Guide Plan Land Use designation and zoning of the property. Include a statement as to how the proposed development will conform to the land use designation and how the property will be zoned. 4. A statement identifying how the increment assistance will be used and why it is necessary to undertake the project. 5. A statement identifying the public benefits of the proposal including estimated increase in property valuation, new jobs to be created, hourly wages and other community assets. 6. A written description of the developer's business, principals, history and past projects I understand that the application fee will be used for EDA staff and consultant costs and may be partially refundable if the request for assistance is withdrawn. Refunds will be made at the discretion of the EDA Board and be based on the costs incurred by the EDA prior to withdraw of the request for assistance. If the initial application fee is insufficient, I will be responsible for additional deposits. SIGNATURE Applicant's signature: Date: November 29, 2021 CITY OF MONTICELLO ECONOMIC DEVELOPMENT AUTHORITY Application for Tax Increment Financing (TIF) Assistance GENERAL INFORMATION: Business Name: Headwaters Development LLC 6511 Nez Perce Drive Address: Chanhassen, MN 55317 Type (Partnership, etc.): Limited Liability Company Authorized Representative: Michael Hoagberg Description of Business: Real Estate Development Legal Counsel: Fabyanske, Westra, Hart & Thomson P.A. 333 South Seventh Street, Suite 2600 Address: Minneapolis, MN 55402 FINANCIAL BACKGROUND: No 1. Have you ever filed for bankruptcy? No 2. Have you ever defaulted on any loan commitment? No 3. Have you applied for conventional financing for the project? Date: November 29, 2021 612-438-2727 Phone: Phone: 612-359-7600 4. List financial references: American National Bank, Hayley Monnens, Director, Private and Professional Services Banking, a. 612-238-4823 b. Minnwest Bank, Brad Steiner, SVP, 952-230-9800 Bridgewater Bank, Chris Myers, AVP Commercial Lending, 952-737-4747 C. 2 5. Have you ever used Business Assistance Financing before? If yes, what, where and when? PROJECT INFORMATION: 7"Street West and Golf Course Road 1. Location of Proposed Project: No Land contribution, $4.7mm TIF (NPV), reduction 2. Amount of Business Assistance requested? of fees 3. Need for Business Assistance: To provide affordable housing to seniors 55+ 4. Present ownership of site: City of Monticello 5. Number of pennanent jobs created as a result of project? 6. Estimated annual sales: Present: $0 Approximately 10 FTEs $3.5 million Future: 7. Market value of project following completion: We estimate the value to around $25 million for the The multifamily project and about $22 million for the villa project 8. Anticipated start date: May 2022 FINANCIAL INFORMATION: 1. Estimated project related costs (Multifamily): December 2023 Completion Date: 3 $ 1.00 a. Land acquisition **Incl. in Building Cost b. Site development $20,500,000.00 c. Building cost $300,000.00 d. Equipment $250,000.00 e. Architectural/engineering fee $50,000.00 f. Legal fees $2,500,000.00 g. Off-site development costs 3 2. Source of financing (Multifamily): $ 15,250,000.00 a. Private financing institution 3,000,000.00 b. Tax increment funds 0.00 c. Other public funds 5,350,000.00 d. Developer equity 1. Estimated project related costs (Senior Villas): $ 1.00 a. Land acquisition **Incl. in Building Cost b. Site development $16,700,000.00 c. Building cost $30,000.00 d. Equipment $150,000.00 e. Architectural/engineering fee $50,000.00 f. Legal fees $3,570,000.00 g. Off-site development costs 2. Source of financing (Senior Villas): $ 14,100,000.00 a. Private financing institution 1,700,000.00 b. Tax increment funds 0.00 c. Other public funds 4,700,000.00 d. Developer equity 4 PLEASE INCLUDE: 1. Preliminary financial commitment from bank. 2. Plans and drawing of project. 3. Background material of company. 4. Pro Forma analysis. 5. Financial statements. 6. Statement of property ownership or control. 7. Payment of application fee of $10,000 Monticello Affordable Senior Community 168 Unit Senior Housing Monticello, MN Statement of Confidentiality & Disclaimer This is a confidential memorandum intended solely for your own limited use. You agree to treat confidentially the information contained in this memorandum (the "Information"). You agree that you will not knowingly use the Information in any way detrimental to Headwaters Development, LLC ("HWD") and all affiliates (collectively the "Sponsor") and that such Information will be kept confidential by you and agents or advisors retained by you; provided however, that any such Information may be disclosed to your directors, officers, employees, and representatives and to individuals acting in similar capacities on your behalf who need to know such Information (it being understood that such agents, advisors, directors, officers, employees and representatives shall be informed by you of the confidential nature of such Information and shall be directed by you to treat such Information confidentially). Although the Information has been prepared in good faith and is believed to be accurate, you understand that the Sponsor has not made any expressed or implied representations or warranties as to the accuracy or completeness of the Information. You agree that the Sponsor shall not have any liability to you or any of your representatives or agents resulting from the use of the Information. This confidential memorandum shall not be deemed an indication of the state of affairs of the Sponsor, nor constitute an indication that there has been any change in the business or affairs of the Property or the Sponsor since the date of preparation of this memorandum. For additional Information, please contact: Michael J. Hoagberg Headwaters Development President E: mhoagberg@headwatersdevelopment.com W: (612) 438-2727 C: (612) 723-3330 Brian T. McCaw Headwaters Development Chief Financial Officer E: bmccaw@headwatersdevelopment.com W: (612) 438-2831 C: (917) 587-7275 Project Summary Headwaters Development, LLC is proposing a 168 unit senior 55+ community on the approximately 16.5 acre site located at the corner of Golf Course Road and 7t" Street West. The project will consist of 100 unit multifamily building and 30 twin home villas (60 units) — single story living. The project projects at least 40% of all units will be considered affordable based on 60% AMI levels for Wright County. The project took into consideration in its design, unit mix and rental rates, the housing study completed by the City of Monticello in 2020. i. A3 .r • F #- A,- Application Addendum — Site Map with Boundaries Club C-- P—'I E:1 Site Boundary Application Addendum —Proposed Watershed PROPOSED LAND USE DATA WATERSHED IMPERVIOUS AREA{AL) PERVTOIIS AREA (AC) TOTAL AREA. (AC) P1 2.951 2315 5.266 P-2 D.639 9826 1.465 R3 1.874 1.852 3.726 P4 CLOW 1.713 1.71 P3 2.351 2.171 VZ / j 1 y' j\ 1 j P-4 / PROPOSED INFILTRATIONS / BASINS SERVING P-1 \ \ - 4 PROPOSED INFILTRATION BASIN SERVING P-2 PROPOSED INFILTRATION BASIN SERVING P-3 AND OVERFLOW FROM P-2 BASIN PROPOSED WATERSHED EXHIBIT HEADWATERS DEVELOPMENT - MONTICELLO, MN Application Addendum — General Description The project will be broken into two main projects (two separate lots); with the twin home site further divided into zero lot lines for each villa residential unit. All units are expected to be for rent, not for re -sale. Project 2 Project Size: $23.6 million Two Phase: 108 units total Type: Multi -family Parking: 75 on -grade; 100 covered Project 1 Project Size: $20.5 million Two Phase: 60 units total Type: single story villas Parking: 2 -car garages Application Addendum — Expected Calendar The Developer plans to roll-out the build in multiple phase in order to stagger the overall construction of each unit type. Below is the rough proposed timeline for each of the Phases: Alternate Phasing: to delay start of one TIF District Application Addendum - MULTI FAM PROJECT• Project Pro Forma Total VILLAS PROJECT• Total SOURCES OF FUNDS SOURCES OF FUNDS First Mortgage First Mortgage 64.6% $ 15,250,000 TIF Capital TIF Capital 12.6% 8.3% 2,979,740 Equity Equity 22.8% 22.8% 5,370,260 TOTAL SOURCES OF FUNDS TOTAL SOURCES OF FUNDS 100.00% $ 23,600,000 USES OF FUNDS USES OF FUNDS Land Costs Land Costs Land Purchase (Contributed) $ 2.84 $ 370,260 Environmental - Assessment $ 0.02 0.03 2,000 Survey & Geotech $ 0.06 0.10 7,500 Site Appraisal $ 0.04 0.06 5,000 Total Land Costs $ 2.95 $ 384,760 Soft Costs Soft Costs Architecture $ 1.91 $ 250,000 City Fees- Planning & Zoning $ 5.68 8.31 741,980 Liability Insurance $ 0.11 0.19 15,000 Legal $ 0.15 0.26 20,000 Market Study $ 0.01 0.02 1,500 Pre -Open Working Capital (Incl Marketing) $ 1.53 1.92 200,000 Operating Deficit $ 1.53 1.92 200,000 Title & Recording $ 0.19 0.32 25,000 Title Company Draw Fees $ 0.04 0.06 5,000 Capital Interest $ 0.96 0.83 125,000 Soft Cost Contingency $ 0.19 0.32 25,000 Total Soft Costs $ 12.32 $ 1,608,480 Hard Costs Hard Costs Construction Amount - Multifamily $ 155.00 $ 20,237,265 Design Management $ 0.96 1.60 125,000 FF&E $ 2.26 0.38 294,495 Project Management $ 0.57 0.96 75,000 Total Hard Costs $ 158.79 $ 20,731,760 Total Financing Fees $ 6.70 $ 875,000 TOTAL USES OF FUNDS $ 180.76 1 $ 23,600,000 eadwaters Development, Total SOURCES OF FUNDS First Mortgage 68.9% $ 14,133,830 TIF Capital 8.3% 1,700,000 Equity 22.8% 4,666,170 TOTAL SOURCES OF FUNDS 100.00% $ 20,500,000 USES OF FUNDS Land Costs Land Purchase (Contributed) $ 21.36 $ 1,666,170 Environmental - Assessment $ 0.03 2,000 Survey & Geotech $ 0.10 7,500 Site Appraisal $ 0.06 5,000 Total Land Costs $ 21.55 $ 1,680,670 Soft Costs Architecture $ 0.96 $ 75,000 City Fees- Planning & Zoning $ 8.31 648,480 Liability Insurance $ 0.19 15,000 Legal $ 0.26 20,000 Market Study $ 0.02 1,500 Pre -Open Working Capital (Incl Marketing) $ 1.92 150,000 Operating Deficit $ 1.92 150,000 Title & Recording $ 0.32 25,000 Title Company Draw Fees $ 0.06 5,000 Capital Interest $ 0.83 65,000 Soft Cost Contingency $ 0.32 25,000 Total Soft Costs $ 15.13 $ 1,179,980 Hard Costs Construction Amount - Multifamily $ 211.91 $ 16,529,350 Design Fee $ 1.60 125,000 FF&E $ 0.38 30,000 Project Management $ 0.96 75,000 Total Hard Costs $ 214.86 $ 16,759,350 Total Financing Fees $ 11.28 $ 880,000 TOTAL USES OF FUNDS $ 262.82 1 $ 20,500,000 Application Addendum — Statements Comprehensive Guide Plan • The parcel is currently zoned R-3 - Medium Density Residence District. The purpose of this district is to provide a range of housing choices and affordability through varying housing densities, types and designs including accessory dwelling units. Headwaters' proposed development meets the intent and required overall standards of the R-3 Zoning District through its blended multi -family apartment and twin -home patio style development featuring a total of 168 units. Our plan is to work with City staff and pursue our development approval through the City's PUD (Planned Unit Development) ordinance to allow for nuances in density in the specific portions of the proposal. Use of Assistance • The project will utilize public assistance to support the construction and operations of the senior community. The assistance will further support the project's ability to offer a minimum of 40% of its units to seniors meeting affordability requirements. Without the assistance, the project is not viable and will not be able to secure sufficient private funding (bank construction loans). Public Benefits • First and foremost, this project will be a part of solving the cities need for affordable senior housing. By providing this option to the residents of Monticello and surrounding communities, it allows those seniors to stay in a community they have been a part of for a long time. They are able to move into a more manageable residence, their existing homes turnover to the younger generation and ultimately supports future growth for the city. This project also expects to create more than $35 million of incremental property value on a site that has been owned by the city for a long time and has had essentially no market value. This project will allow the city to capture the value of the land over time, which it has been unable to do over the past several years. Application Addendum — Development Team The developer represents one of the strongest senior housing teams in the country ■ The most important aspects of a senior housing development is ensuring the entire team has a deep understanding of the product and has substantial experience building and operating communities specifically designed for the senior population ■ The developer team has a long and successful track record of designing, developing and operating senior housing communities HEADWATERS DEVELOPMENT ' Development,` Construction and Operations experts D E LTA MODULAR JAYBIRD CONSTRUCTION SENIOR LIVING Headwaters Development Headwaters Development is a full service real estate development company dedicated exclusively to the senior housing segment Our partners have substantial senior housing experience, including senior housing real estate development and operations, and over $4 billion of portfolio debt and equity transactions Headwaters Development brings a depth of knowledge to the senior housing space unmatched by most generalist real estate developers in the market. It's our ability to seamlessly source project capital (both debt and equity), identify premiere locations for new project developments, execute construction management and provide operational oversight that sets us apart from our competition ■ Capital Markets: Ability to efficiently access both debt and equity providers to meet necessary capital requirements for each project ■ Market Feasibility: Analyzing markets to identify key supply and demand dynamics and demographics critical to locating the right market to initiate a new senior housing project ■ Construction Management: Coordination of development partners with a proven track record in senior housing. The development relationship plays a critical role in building the budget, creating the architectural design, obtaining appropriate permitting and licenses, and coordinating construction of the new community ■ Operations: Getting involved as early as possible to ensure the building design is optimal for the market being served and the expected level of acuity of the senior population. Coordinate community operations from fill -up through stabilization HEADWATE" -[JEVELOI'MENT- Award Winning Senior Living — Stonehaven • Voted best Senior Apartment in 2020 and 2021 • Developed by Headwaters Development, is a 97 unit senior living community offering the complete continuum of care, 78 independent living and assisted living units, 15 memory care units, and 4 rehabilitative care suites — Filled in 12 months ■ Amenities throughout the community, including a fitness center, beauty salon, library & game room, gourmet kitchen, club room, theater, arts & crafts room and a spiritual reflection room Award Winning Senior Living — Riley Crossing ■ Voted 2019 Business of the Year ■ Riley Crossing Senior Living is a Class A senior living community and Child Daycare center offering an Intergenerational experience that enhances the quality of life for both the seniors and the children ■ Developed by Headwaters Development, a 153 unit senior living community offering the complete continuum of care, 101 independent living and assisted living units, 28 memory care units, 8 rehabilitative care suites, and 16 twin homes — 45% pre -leased (Opened November 2019) — 100 student child daycare center 3019 New Member f L,!- of rhe Y. Award Riley Crossing Child & Senior Living southwest Me+rev CHAMBER OF COMMERCE ��1 El Unmatched Quality — Willows Landing Senior Living • Developed by Headwaters Development, Willows Landing is a 93 unit senior living community offering the complete continuum of care, 78 independent living and assisted living units and 15 memory care units ■ Situated on the bluffs overlooking the beautiful Mississippi River valley. This community was specifically built to blend into the surrounding residential neighborhoods and the natural waterways of the Mississippi. ■ Amenities throughout the community, including a fitness center, beauty salon, library & game room, gourmet kitchen, club room, arts & crafts room and a spiritual reflection room ■ Opened December of 2020, nearly reached stabilization within the first year of operations a T Monticello Senior Community Senior Housing Development Specialist S M T W T F S 1 2 3 4 5 6 7` 8 9 10 11 12 - 14 15 16 17 18 19 20 21 F22 23 24 25 26M 28 29 30 31 S M T W T F S 1 2 3 4 5 6 7 8 9 11 111 12 13 14 15 16 17 18 19 20 21 22 230 25M 27 28 29 30 31 S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 - 15 16 17 18 19 20 21 22 23 24 25 26 27M S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 City of Monticello Central Monticello Redevelopment Project No. 1 Establishment of Tax Increment Financing District No. 1-42 Housing TIF District Headwaters Public Hearing on February 14 December 8 EDA request City Council call for hearing December 13 City Council calls for public hearing January 4 Last day for written notice to County Commissioner January 14 Last day for notice and TIF plan and fiscal implications to County and School District January 31 Last day to submit public hearing notice to newspaper, by 4pm February 1 Planning Commission review February 3 Public hearing notice published in the newspaper February 9 EDA approval of TIF, subject to Council approval February 14 Public hearing and establishment of TIF District March 15 Request certification by County March 15 Submit plan to State June 30 Certification of TIF District by this Date Notes: 1City Council regular meeting dates. 2 Economic Development Authority (EDA) regular meeting dates. 3 Planning Commission regular meeting dates. 4 City publication dates need to be confirmed and added to calendar. TIF for Housing NORTHLAND PUBLIC FINANCE 11/22/2021 EDA - TIF Criteria Monticello CITY OF MONTICELLO ECONOMIC DEVELOPMENT AUTHORITY TAX INCREMENT FINANCING 1. PROJECT EVALUATION CRITERIA 1:01 Tax increment financing proposals must meet a public purpose in addition to increasing tax base; which can include but are not limited to, the creation of livable wage jobs, removal of blight, and environmental clean up. 1:02 The EDA will utilize Tax Increment financing (TIF) to support the community's long-term economic, redevelopment, and housing goals stipulated in the Comprehensive Plan and Zoning Ordinance. TIF proposals will be considered under the Comprehensive Plan and City Code in effect at the time the TIF proposal is received. 1:03 The EDA shall use the following guidelines when evaluating a TIF request. A. All TIF requests shall meet the "but for" test. The "but for" test means that the project would not develop solely on private investment in the reasonable future. The developer shall provide findings for the "but for" test. B. TIF will not be provided to projects that have the financial feasibility to proceed without the benefit of the subsidy. In effect, TIF will not be provided solely to broaden a developer's profit margins on a project. C. TIF requests should create the highest feasible number of jobs on site from date of occupancy where deemed appropriate. D. For manufacturing and warehousing TIF requests, at least 90% of the jobs created must pay at least 160% of the federal minimum wage requirements for individuals over the age of 20 during the term of the assistance. In the case of a recipient with existing jobs, the EDA may determine that the wage goal is satisfied if wages are increased to at least the minimum specified in this paragraph. Annual written reports are required until termination date. Failure to meet the job and wage level goals require partial or full repayment of the assistance with interest. E. In the case of a recipient with existing jobs, the EDA may determine that the wage goal is satisfied if wages are increased by a specified amount over the federal minimum wage. Annual written reports are required until termination date. Failure to 1 EDA - TIF Criteria meet the job and wage level goals require partial or full repayment of the assistance with interest. F. TIF requests should result in a substantial increase in property value and/or property taxes. F. TIF requests should facilitate redevelopment or elimination of "substandard" or "blighted" areas where deemed appropriate. G. TIF requests should facilitate the "clean-up" of environmentally unsound property where deemed appropriate. H. TIF requests should increase housing options for area residents where deemed appropriate. 2. TIF APPROVAL CRITERIA 2:01 All new projects considered by the EDA should meet the following minimum approval criteria. However, it should not be presumed that a project meeting these criteria will automatically be approved. Meeting these criteria creates no contractual right on the part of any potential developer or the EDA. 2:02 Prior to approval by the EDA, the developer shall provide any and all applicable and required market and financial documentation, appraisals, soil boring, information provided to private lenders for the project, and other information or data as requested. 2:03 A recipient of TIF must make a commitment to continue operations at the site where the subsidy is used for at least five years after the benefit date. 2:04 The EDA may determine job creation or retention is not a goal of the subsidy. In those cases, the recipient must instead meet at least one of the following minimum requirements (in addition to all other criteria in this document other than those relating to jobs and minimum wages): A. To remove blight and encourage redevelopment in the commercial and industrial areas of the City in order to encourage high levels of property maintenance and private reinvestment in those areas; or B. The proposed subsidy must result in improvements to public infrastructure or public facilities, including without limitations, sewers, storm sewers, streets, parks, recreational facilities, and other City facilities; or C. The proposed subsidy must remove physical impediments to development of land, including without limitations poor soils, bedrock conditions, steep slopes, or similar geotechnical problems. 3. PROCEDURES 2 EDA - TIF Criteria 3:01 Meet with appropriate Staff to discuss the scope of the project, define public assistance requested, identify public participation eligibility, and other information as may be necessary. 3:02 The request shall be reviewed by Staff on a preliminary basis as to the feasibility of the project. 3:03 The project concept shall be placed on the EDA agenda for concept review. The applicant will make a presentation of the project. Staff will present its findings. 3:04 If EDA concept review is positive, Staff will provide the City Council with an informational concept review. 3:05 The City will hold all required public hearings. 3:06 The applicant will execute and submit the Preliminary Development Agreement accompanied by a deposit per approved fee schedule. 3:07 Building and site plans will be required to be submitted to the Community Development Department. 3:08 If Planning and Zoning Commission action is required, it will be necessary for the applicant, at this time, to make application to the Commission. 3:09 Staff will authorize the following steps: A. Preparation for establishment of the Tax Increment Finance District and the Tax Increment Financing Plan if required. B. Preparation of the Purchase and Development Contract or Private Redevelopment Contract (Subsidy Agreement) based upon agreed terms. 3:10 When action is required for the Tax Increment Finance District and Plan, Purchase and Development Contract or Private Redevelopment Contract, or Zoning/Ordinance; the EDA, Planning Commission and City Council shall take appropriate action such as public hearings and consideration of approvals. 3:11 Building permit will be issued after the Tax Increment Finance District and Plan is approved by the City Council, the Purchase and Development Contract or Private Redevelopment Contract is executed by the developer and EDA, and the Building Permit Fees are paid. 3:12 Generally Tax Increment Financing projects take between six to eight weeks from time of authorization to begin drafting plan and contract. History: Public Hearing and Adoption the 8th of September 1999 Public Haring and Adoption of Amendments the 4th day of October 2000 Public Hearing and Adoption of Amendments the 5th of May 2004 Public Hearing and Adoption of Amendments the 3rd day of May 2006 Public Hearing and Adoption the 12th day of November 2008 k EDA - TIF Criteria Public Hearing and Adoption the 23rd day of March 2009. City Council Agenda: 12/13/2021 2M. Consideration of adopting Resolution #2021-101 declaring the official intent of the Citv of Monticello to reimburse certain expenditures from the Droceeds of bonds to be issued by the city for a Public Works Facility Prepared by: Meeting Date: ❑ Regular Agenda Item Finance Director 12/13/2021 ® Consent Agenda Item Reviewed by: Approved by: N/A ACTION REQUESTED Motion to adopt Resolution 2021-101 declaring the official intent of the City of Monticello to reimburse certain expenditures from the proceeds of bonds to be issued by the City for a Public Works Facility. REFERENCE AND BACKGROUND The Internal Revenue Service requires the City to adopt a resolution declaring official intent to reimburse certain expenditures from bond proceeds if it plans to issue bonds to finance costs. Passing this resolution would allow, but not require, the City to include public works facility construction in a future bond issue. Without the resolution, the project could not be financed by bonds. The anticipated costs of the new Public Works facility are included in the draft Capital Improvement Plan (CIP) with expenditures in 2022-2024 for a total of $21,000,000; the Council will be asked to consider adoption of the CIP as part of item 4A tonight. The Council could choose to use other existing funds for a portion of the project; however, the resolution includes a maximum bonding amount of $21,000,000. This allows the Council to retain the option to issue bonds for the entire project. The resolution does not establish a requirement to bond, nor does it provide approval to proceed with the project or bond issuance. Budget Impact: None. By adopting the resolution, the City can include the Public Works Facility construction in a future bond issue. II. Staff Impact: There would be no impact on staff by this action. If the City issues debt for construction of a Public Works Facility, there would be staff time and consultant costs related to the bond issue. III. Comprehensive Plan Impact: N/A City Council Agenda: 12/13/2021 STAFF RECOMMENDED ACTION Staff recommends adopting Resolution 2021-101 declaring the official intent of the City of Monticello to reimburse certain expenditures from the proceeds of bonds to be issued by the City for a Public Works Facility. SUPPORTING DATA • Resolution 2021-101 CITY OF MONTICELLO, MINNESOTA RESOLUTION NO. 2021-101 DECLARING THE OFFICIAL INTENT OF THE CITY OF MONTICELLO TO REIMBURSE CERTAIN EXPENDITURES FROM THE PROCEEDS OF BONDS TO BE ISSUED BY THE CITY WHEREAS, the Internal Revenue Service has issued Treas. Reg. § 1.150-2 (the "Reimbursement Regulations") providing that proceeds of tax-exempt bonds used to reimburse prior expenditures will not be deemed spent unless certain requirements are met; and WHEREAS, the City expects to incur certain expenditures that may be financed temporarily from sources other than bonds, and reimbursed from the proceeds of a tax-exempt bond; WHEREAS, the City has determined to make this declaration of official intent ("Declaration") to reimburse certain costs from proceeds of bonds in accordance with the Reimbursement Regulations. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF MONTICELLO AS FOLLOWS: 1. The City expects to acquire, construct and equip a new public works facility (the "Project"). 2. The City reasonably expects to reimburse expenditures made by the City for all or a portion of the cost of the Project from the proceeds of bonds (referred to as the "bonds") in an estimated maximum principal amount of $21,000,000. All reimbursed expenditures will be capital expenditures, costs of issuance of the bonds, or other expenditures eligible for reimbursement under Section 1.150-2(d)(3) of the Reimbursement Regulations. 3. This Declaration has been made not later than 60 days after payment of any original expenditure to be subject to a reimbursement allocation with respect to the proceeds of bonds, except for the following expenditures: (a) costs of issuance of bonds; (b) costs in an amount not in excess of $100,000 or 5 percent (5%) of the proceeds of an issue; or (c) "preliminary expenditures" up to an amount not in excess of 20 percent (20%) of the aggregate issue price of the issue or issues that finance or are reasonably expected by the City to finance the project for which the preliminary expenditures were incurred. The term "preliminary expenditures" includes architectural, engineering, surveying, bond issuance, and similar costs that are incurred prior to commencement of acquisition, construction or rehabilitation of a project, other than land acquisition, site preparation, and similar costs incident to commencement of construction. 4. This Declaration is an expression of the reasonable expectations of the City based on the facts and circumstances known to the City as of the date hereof. The anticipated original MN190-166-710591.v1 expenditures for the Project and the principal amount of the bonds described in paragraph 2 are consistent with the City's budgetary and financial circumstances. No sources other than proceeds of bonds to be issued by the City are, or are reasonably expected to be, reserved, allocated on a long-term basis, or otherwise set aside pursuant to the City's budget or financial policies to pay such Project expenditures. 5. This Declaration is intended to constitute a declaration of official intent for purposes of the Reimbursement Regulations. Approved by the City Council of the City of Monticello this 13th day of December, 2021. CITY OF MONTICELLO, MINNESOTA Mayor Attest: City Clerk MN190-166-710591.v1 2 City Council Agenda: 12/13/2021 2N. Consideration of approving Resolution 2021-102 accepting the redistribution of unreauested Coronavirus Local Fiscal Recovery Fund established under the American Rescue Plan Act Prepared by: Meeting Date: ❑ Regular Agenda Item Finance Director 12/13/2021 ® Consent Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to approve Resolution 2021-102 accepting the redistribution of unrequested Coronavirus Local Fiscal Recovery Fund established under the American Rescue Plan Act. PRIOR COUNCIL ACTION June 28, 2021: Approved Resolution 2021-41 Accepting the Coronavirus Local Fiscal Recovery Fund Established Under the American Rescue Plan Act. REFERENCE AND BACKGROUND The American Rescue Plan Act of 2021 (ARPA) was signed into law on March 11, 2021 providing $1.9 trillion of funding to address the economic impacts of the Coronavirus (COVID-19) pandemic, $350 billion of which was allocated to state and local governments. Of the $350 billion, $19.5 billion was allocated to local governments and considered Non -Entitlement Units (NEUs), generally those with a population under 50,000. Funding for NEUs is passed through the State rather than being received directly from the United States Treasury and cannot exceed 75% of their most recent budget. Payments from the State come in two tranches — one in 2021 and one in 2022. A number of NEUs did not submit the paperwork to receive ARPA funds from the State of Minnesota. U.S. Treasury guidance requires states to redistribute amounts from non-responsive NEUs to residual NEUs, which are NEUs that received an initial distribution and did not reach the 75% budget limit. The City of Monticello is among the residual NEUs and has been awarded an additional $47,903.14. The City's total ARPA award is $1,510,717.64, half ($755,358.82) of which has been received. By approving Resolution 2021-102 Council is accepting Monticello's redistribution of the CLFRF funds under ARPA law. The first decision on how to utilize the grant funds is included as a separate regular agenda item at this meeting. Budget Impact: $47,903.14 in grant revenue. City Council Agenda: 12/13/2021 II. Staff Impact: Minimal. The proceeds and corresponding uses will be made through the normal cash receipt and procurement processes in compliance with state statutes and the City's purchasing policy. Further research and training will be completed as it becomes available to ensure funding is used for allowed expenditures. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approving Resolution 2021-102 accepting the redistribution of unrequested Coronavirus Local Fiscal Recovery Fund established under the American Rescue Plan Act. SUPPORTING DATA • Draft Resolution 2021-102 CITY OF MONTICELLO RESOLUTION NO. 2021-102 A RESOLUTION TO ACCEPT THE REDISTRIBUTION OF UNREQUESTED CORONAVIRUS LOCAL FISCAL RECOVERY FUND ESTABLISHED UNDER THE AMERICAN RESCUE PLAN ACT WHEREAS, Congress adopted the American Rescue Plan Act in March 2021 ("ARPA") which included $65 billion in recovery funds for cities across the country. WHEREAS, ARPA funds are intended to provide support to state, local, and tribal governments in responding to the impact of COVID-19 and in their efforts to contain COVID-19 in their communities, residents, and businesses. WHEREAS, The Fiscal Recovery Funds provides for $19.53 billion in payments to be made to States and territories which will distribute the funds to nonentitlement units of local government (NEUs). WHEREAS, NEUs generally have populations below 50,000. WHEREAS, The ARPA requires that States and territories allocate funding to NEUs in an amount that bears the same proportion as the population of the NEU bears to the total population of all NEUs in the State or territory. WHEREAS, after the deadline of October 11, 2021, passed for NEUs to request ARPA funds, nearly $12 million of the $377 million available to Minnesota's NEUs remained unrequested. WHEREAS, as allowed by the U.S. Treasury, the State of Minnesota has redistributed these remaining funds amongst eligible local governments who requested ARPA funds. WHEREAS, the redistribution amount is approximately $3.47 per capita, capped at 75% of the most recent budget adopted as of January 27, 2020. WHEREAS, $47,903.14 has been allocated to the City of Monticello ("City") pursuant to the ARPA ("Redistribution"). WHEREAS, the Redistribution will be distributed in two tranches with half received in 2021 and the second half in 2022. WHEREAS, the United States Department of Treasury has adopted guidance regarding the use of ARPA funds. League of Minnesota Cities American Rescue Plan Act Resolution Page 1 NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF MONTICELLO, MINNESOTA AS FOLLOWS: 1. The City accepts the Redistribution of coronavirus local fiscal recovery fund established under the ARPA to be used in a manner consistent with guidance adopted by the United State Department of Treasury. 2. The Finance Director and Mayor are authorized to take actions to secure the Redistribution for the City, if necessary. Adopted by the City Council of Monticello, Minnesota this 13th day of December, 2021. Mayor Attested: City Clerk League of Minnesota Cities American Rescue Plan Act Resolution Page 2 City Council Agenda: 12/13/2021 20. Consideration of purchasing a new fuel management system for $12,556.22 from Westmor Fluid Solutions, Columbus. MN Prepared by: Meeting Date: ❑ Regular Agenda Item Street Superintendent 12/13/21 ® Consent Agenda Item Reviewed by: Approved by: Public Works Director/City Engineer, City Administrator Finance Director ACTION REQUESTED Motion to approve purchase a PV200 Fuel Island Terminal for $12,556.22 from Westmor Fluid Solutions. REFERENCE AND BACKGROUND The City utilizes a bulk fuel station located at the current Public Works facility for all city vehicles. The system provides a lower per gallon fuel price as well as provides useful data for the departments, including fuel usage reports for budgeting and vehicle maintenance tracking. The current key control system was purchased in 2003 from Determan- Browning, and it no longer has technical or mechanical support due to the age of the product. It is also no longer supported by any current Windows Operating system. Staff managed to find workarounds to extend the life of the equipment, but recent glitches are causing a loss of data and forcing staff to fuel at local gas stations for a higher per gallon price. Staff was able to obtain two quotes for the fueling software and recommends purchasing a new fuel management key control system to be utilized by City departments, including the Fire Department. The two quotes obtained were: • Eco Fuel Services - $16,329 • Westmor Fluid Solutions - $12,556.22 Staff anticipates the new fuel management system could also be utilized at a future new Public Works site. Budget Impact: $12,556.22 from the Streets Department of the General Fund. II. Staff Workload Impact: N/A III. Comprehensive Plan Impact: N/A City Council Agenda: 12/13/2021 STAFF RECOMMENDED ACTION City staff recommends approving the purchase of PV200 Fuel Island Terminal for $12,556.22 from Westmor Fluid Solutions. SUPPORTING DATA A. Verbal/Written Quote Summary sheet B. PV200 Fuel Island Terminal Quote — Westmor Fluid Solutions CITY OF MONTICELLO VERBAL/ WRITTEN QUOTE SUMMARY SHEET Minimum 2 verbal or written quotes required for items/ services costing at least $1.000 but less than $2,500. Minimum 3 written quotes required for items/ services costing at least $2,500 but less than $10,000. No Quotes are required for items purchased through state cooperative purchasing venture. Use this form to summarize quotes received and to select vendor for award. Name: �1i �c=c.�c n c� ,rcpt: S�r�e �- Phone. 7 � 3a' 'l Signature of Person Obtaining Quotes: C- item/Service Requested: Note: If you are unable to obtain required number of quotes, provide an explanation below in notes/ comments. # Date Vendor Name Contact Person Phone Number Total $ Amount Quoted W hfllJlba� Uvf.5 m or- 5u, AA-- A- F;4x X51- �H � -- X553 � I a,SS� 2 10 Ndli l EGA Fuc) Scrvic� S W�rre� v.t� � �en �f1 U ~ Wa3 - ;t r6q $16 3-1N — 3 11 No\f z �� w.� c�.n V� c tily.tt b�� F�+ I c Z �;,� �� q5a- q33 4 5 Selected Vendor: (If you are selecting other than low quate, you are required to provide written justification as to why low quote was not selected in the notes/comments section): Notes/cunitnents. 1 y l 11�eS�rhhV�' 1S �Cc:t1 `irr� t Fi 5, com GYti PJ �•� r��n�-enc�mct. . p\) 1V\CkA "y- was V,'c, f- a,► � no 6�6u-j Approval Acknowledgement: Date: Attach this form and written quotes obtained to invoice. Questions may be directed to the Finance Department. Quote Summary Sheet 10/27/20 1; WESTMOR November 41" 2021 City of Monticello 909 Golf Course Rd Monticello, MN 55362 Attn: Mike Haaland Ph: 763-271-3277 Re. New OPW PV200 Card Reader system. WFS Quote No.. SF211104-42425 In response to your request, Westmor Fluid Solutions (WFS) is pleased to offer you the following proposal. It would be my pleasure to answer any of your questions. Thank you again and I look forward to working with you. 3cooe of Work Qty. Each. Price Total OPW PV200 Pro system. System Includes: 1 $7,589.92 $7,589.92 (1) PV200 Fuel Island Terminal (FIT), Internal or External Fuel Site Controller (FSC), SQL Lite PC Based software w15 Site Licenses and Factory Direct Startup Training, PV Pro supports One FIT, 4 Hose Positions, 1000 cards and 500 Transaction FSC Memory. PCM- Pump Control Module -2 Hose 1 $944.53 $944.53 48" Pedestal With FCM Mounting Bracket 1 $541.36 $541.36 Chip Key Reader 1 $601.07 $601.07 ChipKeys with encoding 50 $9.54 $477.04 Tarif 1.5% $152.30 $152.30 Total: $10,306.22 Labor cost estimate to remove old AFC unit, Install new unit, Program, startup and train on new system. Note: The Factory will provide Factory Direct training $2,250.00 on the Software. Note: We will need an Electrician onsite when we remove the old Card reader system and install the new one. I can provide a cost for this if you do not have a local Electrician that you can use. Total Cost Estimate: $12,556.22 14044 W Freeway Dr., Columbus, MN 55038 • (763) 571-8110 • www.westmor-ind.com WFS Ref. SF211104-42425 1 Of 5 11!4!2021 M" WESTMOR Payment Terms Taxes: Delivery: Shipping: Drawings: Validity of Offer: Accepted By: Signature: Date: Purchase Order No.: Equipment- 25% down on orders over $10,000. Onsite Labor- Invoiced at completion, Net 30. Tax is not included in this proposal. 2-3 weeks Not Included. Drawings and schematics, if applicable, will be supplied as required after receipt of order. 30 calendar days from date of quotation. Reviewed and Submitted Scott A Fish Technical Sales Advisor Phone (651)842-2553, Mobile (612)363-0748, Fax (763)571-1789, E -Mail: scott.i`isha-westmor-ind.com WESTMOR FLUID SOLUTIONS, LLC TERMS AND CONDITIONS 1. OFFER AND ACCEPTANCE. Westmor Fluid Solutions, LLC's ("Seller") acceptance of Buyer's order to purchase products (the term products includes any services being provided by Seller) described in the proposal to which these Terms and Conditions are made a part of ("Proposal') is expressly made conditional on assent to these Terms and Conditions, which constitute a binding "Contract" between the parties. This Contract constitutes the complete and final agreement between Seller and Buyer for the products. Any additional or different terms or conditions contained in any document furnished by Buyer, including but not limited to, any purchase order or any acknowledgment, are deemed to be material and are hereby objected to and rejected by Seller. If such agreement shall be deemed an offer or counter-offer by Buyer, Seller expressly rejects such offer or counter-offer and limits acceptance to these Contract terms and expressly objects to any different or additional terms proposed by Buyer. Any actual performance by Buyer or Seller thereafter shall be deemed a renewal of the offer contained in this Contract and acceptance of this Contract without change. In the event of a conflict between the terms of this Contract and the terms of any other document, the terms of this Contract shall control. The offer to sell Seller's products is valid for thirty (30) days from the date of the Proposal. 2. PAYMENT TERMS. All prices specified in this Contract are FOB Seller's designated location for delivery. All risk of damage to or loss of the products from any cause whatsoever shall pass to Buyer upon delivery, even if Seller arranges for shipment of the product. Un less otherwise expressly provided in the Proposal, payment shall be made within thirty (30) days from the earlier of the date of delivery or the date of an invoice, without discount. Any discount which may be expressly provided in the Proposal applies to the sale price of the products at the shipping point, and does not apply to any charges made for taxes, storage, loading or transportation. All payments shall be made in United States dollars. Interest will be charged at the rate of eighteen percent (18%) per annum, or the maximum interest rate allowable by applicable 14044 W Freeway Dr., Columbus, MN 55038 • (763) 571-8110 • www.westmor-ind.com WFS Ref. SF211104-42425 2 Of 5 11/4/2021 WE5�7'MOR law, whichever is lower, on all unpaid invoices. Buyer shall reimburse Seller for any and all costs in collecting amounts due Seller from Buyer, including, without imitation, attorneys' fees, whether or not suit is Tiled. Buyer shall pay all taxes and charges of any nature imposed by any federal, state, or local governmental authority by reason of the sale, use or delivery of the products whether levied or assessed against Seller, Buyer, or the products. Such applicable taxes or charges, if not included in this Contract, shall be invoiced separately. If Buyer is in any default (material or otherwise) or, in Seller's opinion, doubt exists as to Buyer's financial condition, Seller may, at any time and without prejudice to any other rights or remedies, suspend or terminate performance of any order, decline to ship, stop any product in transit, or require full or partial payment by Seller in advance. 3. DELIVERY;_ TITLE. Any delivery or promise date indicated on the Proposal is an estimate of the date Seller believes the products will be available for delivery, provided, however, Seller shall not be responsible for any delays in delivery. Title to the products will not pass to Buyer until all required payments have been made to Seller. 4. WARRANTY. a. Limited Warranty; Exclusion of Third Party Components. Subject to the terms, conditions and limitations contained herein, Seller warrants only to the original Buyer that Seller's new products will not materially fail to operate in accordance with their specifications due to defects in material or workmanship during the period which ends one (1) year from the date of delivery, normal wear and tear excluded. The foregoing period is sometimes referred to as "original warranty period." The foregoing limited warranty does not apply to any part, portion or component of any product which is manufactured by a third -party ("Third -Party Component'). b. DISCLAIMER OF ALL OTHER WARRANTIES EXPRESS IMPLIED OR STATUTORY. THE LIMITED WARRANTY SET FORTH IN THE FOREGOING PARAGRAPH IS THE SOLE AND EXCLUSIVE WARRANTY WITH RESPECT TO THE PRODUCTS. SELLER MAKES NO OTHER EXPRESS WARRANTY OF ANY KIND OR NATURE AS TO THE PRODUCTS OR THEIR PERFORMANCE EXCEPT FOR THOSE LIMITED WARRANTIES EXPRESSLY SET FORTH IN THE FOREGOING PARAGRAPH AND SPECIFICALLY DISCLAIMS ANY AND ALL REPRESENTATIONS OR WARRANTIES OF ANY KIND OR NATURE CONCERNING THE PRODUCTS, INCLUDING, BUT NOT LIMITED TO, ANY REPRESENTATION OR WARRANTY THAT THE PRODUCTS COMPLY WITH ANY LAW, RULE OR REGULATION. SELLER MAKES NO WARRANTIES WITH RESPECT TO ANY THIRD PARTY COMPONENT AND SELLER SPECIFICALLY SELLS SUCH THIRD -PARTY COMPONENTS "A5 15" WITHOUT ANY WARRANTY. FURTHER, SELLER MAKES NO IMPLIED WARRANTY OF ANY KIND OR NATURE WITH RESPECT TO ITS PRODUCTS OR ANY THIRD -PARTY COMPONENT AND SPECIFICALLY DISCLAIMERS ANY AND ALL IMPLIED WARRANTIES, INCLUDING, BUT NOT LIMITED TO, ANY AND ALL IMPLIED WARRANTIES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, NON -INFRINGEMENT, OR COMPLIANCE WITH ANY FEDERAL, STATE OR LOCAL LAW, RULE OR REGULATION. IN ADDITION, SELLER EXPRESSLY DISCLAIMS TO THE FULLEST EXTENT ALLOWED BY LAW, RULE OR REGULATION ANY WARRANTY PROVIDED UNDER ANY FEDERAL, STATE OR LOCAL LAW, RULE OR REGULATION. c. Terms and Conditions of Warranty; Voiding of Warranty, Notice Requirements. The limited warranties set forth above shall be null and void if (a) any alterations or modifications are made to a product, (b) a product is not maintained in strict compliance with the maintenance requirements set forth in the maintenance manual for such product or otherwise provided to Buyer, (c) any repairs are made to a product which are not authorized by Seller in writing, (d) any failure of a product to comply with the above limited warranty is not reported to Seller in writing within thirty (30) days of the date such failure first occurs, (e) a product is operated after the failure of any warranty first occurs, (f) a product is used for any purpose other than for the purpose for which it was manufactured, (g) a product is not operated in strict compliance with the terms and conditions set forth in any operating manual for the product (including but not limited to exceeding the load bearing capacity of the product), (h) a product is abused or damaged, (i) Buyer fails to deliver the product to Seller for inspection and testing if requested by Seller or Buyer disposes of the product or any part or component on or before the sixtieth (6011) day after sending a written claim under the warranty to Seller, or 0) such failure of the limited warranty results from a failure of any Third -Party Component. d. Course of Dealing; Course of Performance; Usage of Trade. No course of dealing or course of performance of Seller with respect to the products sold under this Contract and no usage of trade shall be considered in interpreting this Contract or any part thereof and none of the foregoing shall be considered a waiver or modification of any such terms, conditions, disclaimers or limitation of the limited warranties or disclaimers contained in this Contract. No statement, whether written or oral, made by any employee, sales person, distributor, agent or contractor of Seller which is not set forth in this Contract shall be considered a covenant, representation or warranty with respect to any product, its specifications or its performance and all such statements are hereby disclaimed. e. Exclusive Remedies for Breach of Warranty. The sole and exclusive remedy for any failure of any product to comply with the limited warranty set forth above or any other warranty imposed upon Seller by law, if any, shall, at the election of Seller, in its sole discretion, be either (a) the repair or replacement of the product which failed to comply with such warranty or (b) the refund of the purchase price of the product. Buyer is responsible for all labor costs in connection with the repair or replacement of any equipment. Except as provided below, any repair or replacement shall carry the same warranty as the original product but only far the remainder of the original warranty period. Buyer's exclusive remedy with respect to any claim arising out of or as a result of Third -Party Component shall be against the third -party manufacturer. 14044 W Freeway Dr., Columbus, MN 55038 • (763) 571-8110 • www.westmor-ind.com WFS Ref. SF211104-42425 3 Of 5 11/4/2021 4WESAkNU'iMOR f. Warranty Claims; Notice Requirement; Limited Time to Bring Claims. Any and all claims under the above limited warranty shall be made to Seller only in writing and not later than thirty (30) days after the date the product first fails to comply with the above limited warranty but in no event later than the expiration of the original warranty period with respect to which the claim is being made. Any claim under the above limited warranty made after such period for making a claim shall be null and void. After receiving written notice of the warranty claim and Seller's confirmation that the claimed issue falls under this limited warranty, Seller shall determine whether to (a) repair or replace the product or part or (b) refund the purchase price of the product. Seller may require Buyer to return any product or part thereof which Buyer claims to be defective to Seller at Buyer's cost for inspection as a condition to any claim under the above limited warranty. No product or part may be returned to Seller without Seller's prior written authorization. If a product which is returned is determined by Seller in its sole discretion not to have failed to comply with the limited warranty, Buyer shall pay costs of removal, repair and/or replacement for such product. If a product which is returned is determined by Seller in its sole discretion to have failed to comply with the limited warranty, Seller shall pay for all repair and/or replacement costs for such product (or refund the purchase price if so elected by Seller) and Seller shall reimburse B uyer for the reasonable costs of shipping the defective product or part to Seller. g. Limitation on Liability for Breach of Warranty and Other Claims. If the warranty and the remedy for any failure of any product to comply with any warranty are deemed for any reason to fail their intended purpose, Seller's liability for any failure of any product to comply with any such warranty, together with any and all other liability, if any, arising out of or in connection with such product, including, but not limited to, all claims, whether in contract, tort, or otherwise, arising out of, connected with, or resulting from the manufacture, sale, delivery, resale, repair, replacement, or use of the product, shall not exceed the purchase price for such product. In no event shall Seller be responsible or liable to Buyer or any third party under any circumstances for (i) any indirect, consequential, special, punitive or exemplary damages or losses, (ii) any and all damages for loss of profits, (iii) loss of goodwill or (iv) loss of use of the product or any other equipment or other intangible losses which may be incurred in connection with the product, in each case regardless of the type of claim or the nature of the cause of action, even if Seller has been advised of the possibility of such damage or loss. Any and all claims that Buyer has against Seller, whether or not Buyer is aware of such claims, must be brought by Buyer within thirty (30) days after the date that such claim first arose, but in any event within the applicable warranty period set forth above. Any claim not brought by Buyer within the applicable thirty (30) day period shall be deemed null and void. S. INDEMNIFICATION. Buyer will indemnify and hold harmless Seller, its affiliates and their respective officers, directors, employees, agents and other representatives and will, at Seller's option, defend any action brought against the same with respect to any claims, judgments, actions, suits, demands, damages, liabilities, costs or expenses (including, but not limited to, attorneys' fees and legal expenses) associated with or arising from the ownership, use or operation of the products by Buyer or any third party, including, without limitation, direct claims and third party claims. 6. TERMINATION OF PERFORMANCE. Buyer may cancel its purchase only with the written consent of Seller and upon terms that will indemnify and compensate Seller from any loss, damage and expense arising from such cancellation. Seller may terminate this Contract pursuant to Section 2 andlor 9 hereof, and in such event, Seller shall have no further liability to produce or ship any products hereunder and shall have no liability for damages to Buyer or any third party. 7. ADVICE. No obligation or liability shall arise out of Seller's rendering of technical or other advice in connection with Buyer's order or the recommendation of or use of products. Any such advice furnished, or recommendations made by Seller or any employee or representative of Seller, concerning any use, application or installation of any products or parts furnished under this Contract is believed to be reliable, but Seller makes no covenant, representation or warranty, express or implied, related thereto. Buyer assumes all responsibility and risk for loss or damage resulting from the recommendation, handling, installation or use of any products or parts in accordance with such advice or recommendation. The selection of the products ordered, or design of any custom products, shall be Buyer's sole and ultimate responsibility, and Seller shall have no liability whatsoever for any design defects of custom products, or if the products ordered are unsuitable for Buyer's intended use. Any advice or assistance provided by Seller to Buyer in connection with Buyer's selection or design of the products is at Buyer's sole risk, and Seller makes no covenant, representation or warranty whatsoever in connection with such advice or assistance. Without limiting the foregoing, even if Seller recommends, sells or installs a product for Buyer, Seller is not responsible for ensuring (i) the security of any hardware, software, network or other device or (ii) that Buyer's systems are or will be in compliance with any PCI (or similar body) standards or protocols. 8. GOVERNING LAW. This Contract shall be construed, interpreted, and governed by the laws of Minnesota without regard to its conflict of laws principles. The exclusive forum for any disputes arising out of or relating to this Contract shall be any federal or state court sitting in Minneapolis, Minnesota. The parties irrevocably consent to such exclusive jurisdiction in such courts and to the proper venue therein. If Seller must resort to legal action or remedies, Buyer shall reimburse Seller for all of Seller's legal fees and expenses, whether or not suit is filed by Seller. 14044 W Freeway Dr., Columbus, MN 55038 - (763) 571-8110 - www.westmor-ind.com VVFS Ref. 5F211104-42425 4 Of 5 1114/2421 9. FORCE MAJEURE. Seller does not assume the risk of and shall not be liable for failure to perform any obligation caused by civil insurrection, war, not quarantine, terrorism, fire, strike, labor stoppages or other labor disturbances, acts of God, acts or omissions of Buyer, acts or ornissions of any government body or entity, floods, epidemics, freight embargoes, shortages of labor, fuel, energy or materials, failure of suppliers or subcontractors to satisfactorily meet scheduled deliveries, accidents to machinery, delays in transportation or any other cause beyond the reasonable commercial control of Seller. Upon the occurrence of any such event, Seller may terminate this Contract without liability. 10. NOTICES. Any notices, consents or other communications required or permitted under this Contract must be in writing and delivered personally, overnight air courier, registered or certified mail or facsimile. Unless otherwise stated in this Contract, notices, consents or other communication will be deemed received (a) on the date delivered, if delivered personally or by facsimile transmission; (b) on the next business day if sent via overnight air courier; or (c) three (3) business days after being sent, if sent by registered or certified mail. 11. Confidential Information. All specifications, drawings, designs, data, information, ideas, methods, patents, technical matters, samples and inventions made, conceived, developed or acquired by Seller, whether or not incident to this Contract (collectively "Confidential Information") is and shall be the exclusive property of Seller and any disclosure to Buyer is only to assist Buyer with the use of the product, and such disclosure is made on a confidential basis and in no way shall impair the confidential nature thereof. Buyer shall not at any time disclose, or cause or permit any employee, agent or affiliated, controlled or controlling entity of Buyer to disclose, to any person or entity, or use for its own or their benefit, or reproduce, the Confidential Information. Upon cancellation or termination of the Contract the Buyer shall promptly return to Seller all Confidential Information. 12. MISCELLANEOUS. The invalidity or unenforceability of any provision of this Contract shall not affect the validity or enforceability of any other provision of this Contract. No waiver of any of the provisions of this Contract shall be deemed or shall constitute a waiver of any other provision, whether or not similar, nor shall any waiver constitute a continuing waiver. No waiver shall be binding unless executed in writing by the party making the waiver. The Section headings herein are for the convenience of the parties only and in no way alter, limit or restrict the obligations of the parties. There shall be no third -party beneficiaries to this Contract. Seller shall have the right to deduct from any sums it owes Buyer, any sums or the value of any obligation owed by Buyer to Seller. The terms set forth herein constitute the sole terms and conditions of the Contract. To the extent this Contract conflicts with the terms or conditions of any written agreement between the parties, the agreement most favorable to Seller shall control. No other warranty, term, condition or understanding, whether oral or written shall be binding upon Seller, unless hereafter expressed in writing, approved and signed by an officer of Seiler. Buyer shall not assign its rights or obligations under this Contract without the prior written consent of Seller, which consent may be withheld for any reason in the sole discretion of Seller. Any attempt at such assignment by Buyer without the prior written consent of Seller shall be deemed null and void. This Contract will be binding upon the parties hereto and their successors and permitted assigns. The provisions of Sections 2 through 5 and 7 through 12 shall survive the termination and performance of this Contract. 14044 W Freeway Dr., Columbus, MN 55038 - (763) 571-8110 " wvvw.westmor-ind.com VVFS Ref. SF211104-42425 5 Of 5 11/4/2021 City Council Agenda: 12/13/2021 2P. Consideration of adopting Resolution 2021-103 authorizing the preparation of a Feasibility Report for the 2022 Sidewalk Improvements project and approval of a contract amendment with Hakanson Anderson to provide engineering services at a price of $13,250. Prepared by: Meeting Date: ❑ Regular Agenda Item PW Director/City Engineer 12/13/2021 ® Consent Agenda Item Reviewed by: Approved by: Project Engineer, Finance Director City Administrator ACTION REQUESTED Motion to authorize the preparation of a feasibility report and approval of a contract amendment with Hakanson Anderson to provide engineering services for the 2022 Sidewalk Improvements project. PRIOR COUNCIL ACTION July 12, 2021: Consideration of adopting Resolution 2021-48 authorizing the preparation of a Feasibility Report for the 2022 Street Improvements project and approve a contract with Hakanson Anderson to provide engineering services at a not to exceed price of $60,400. REFERENCE AND BACKGROUND Staff has identified several sections of sidewalk that are proposed to be constructed in 2022. The addition of sidewalk in front of 520 Chelsea Road would complete a connection from the Monticello High School driveway entrance westerly to Fallon Avenue. Cargill also requested the replacement of sections of sidewalk that have become tripping hazards, and these sections along with the section along 318 41" Street West are proposed to be included in this project. Another section that is proposed to be included in this project is the section on Washington Street over the railroad tracks. Minnesota Statutes section 429.021 and 459.14, Subd. 7 allow municipalities to recover costs for maintaining and improving public improvements through assessments to benefiting properties. These projects can be either initiated by property owner petitions or by the City Council ordering the improvement. For a City Council ordered improvement the typical process is as follows: City Council Agenda: 12/13/2021 • Preparation of a Feasibility Study is authorized to evaluate whether the proposed project is necessary, cost-effective, and how the project should be assessed including the preparation of a preliminary assessment. • City Council can either accept or reject the feasibility report. If accepted, a public hearing is ordered on the improvements. • Hearing notices are posted, and property owner notices are mailed to affected property owners. • City Council adopts or rejects ordering the improvement to be constructed and advertisement of bids. • City Council awards or rejects the project. If awarded, the preparation of an assessment roll and ordering a public hearing is approved. • City Council conducts the assessment hearing and, if approved, staff submits certified assessments to the County Auditor. Staff proposes that these sidewalk improvements be constructed in conjunction with the 2022 Street Improvements Project. Given this, staff requested a price from Hakanson Anderson, the engineering firm completing the engineering for the 2022 Street Improvements project. The proposed price for this additional engineering work is $13,250. The estimated construction cost for these sidewalk improvements is approximately $110,000. Budget Impact: The proposed 2022 budget includes $200,000 for sidewalk gap/ADA improvement projects. 2. Staff Workload Impact: Marginal staff workload is expected with this project. 3. Comprehensive Plan Impact: The proposed improvements are aligned with the Monticello 2040 Plan goal of achieving a continuous, complete and connected City pathway system for both transportation and recreation. This includes specific strategies for annually filling in gap segments and maintaining existing areas. STAFF RECOMMENDED ACTION City staff recommends approval of the contract with Hakanson Anderson and adoption of the resolution ordering the improvement. SUPPORTING DATA A. Resolution 2021-103 B. Project Maps CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2021-103 AUTHORIZING FEASIBILITY REPORT FOR 2022 SIDEWALK IMPROVEMENT PROJECT WHEREAS, it is proposed to improve and/or construct sidewalk improvements, for sections of the following roadways: • Walnut Street • 4th Street West • Chelsea Road • Washington Street NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNICL OF MONTICELLO, MINNESOTA: That the proposed improvement be referred to Hakanson Anderson for study and that they are instructed to report to the Council with all convenient speed advising the Council in a preliminary way as to whether the proposed improvement is necessary, cost-effective, and feasible and as to whether it should best be made as proposed or in connection with some other improvement, and the estimated cost of the improvement as recommended. ADOPTED BYthe Monticello City Council this 13th day of December, 2021. Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk 2022 Sidewalk project (4th st) h&a f M i f� 46AW Proposed Sidewalk Proposed Sidewalk Repair Area izc�Tv of m,-� nticello 1 in=188 ft N A December 7, 2021 Map Powered By Data Link wsb 2022 Sidewalk project (Chelsea Rd) Proposed Sidewalk Recently Installed Sidewalk Li��-C-ll-O � Mo 1 in=94 ft N A December 7, 2021 Map Powered By Data Link wsb 2022 Sidewalk project (Washington st) J 0 Proposed Sidewalk 1 in = 47 ft N A December 7, 2021 Map Powered By DataLink W S 1:7 City Council Agenda: 12/13/2021 2Q. Consideration of adopting Resolution 2021-104 accepting improvements and authorizing final payment of $14,121.52 to Castrejon Inc. for the installation of FiberNet Facilities in the Haven Ridge 15Y Addition development. Prepared by: Meeting Date: ❑ Regular Agenda Item Project Engineer 12/13/2021 ® Consent Agenda Item Reviewed by: Approved by: Public Works Director/City Engineer, City Administrator Finance Director ACTION REQUESTED Motion to adopt Resolution 2021-104 accepting improvements and authorizing final payment of $14,121.52 to Castrejon Inc. for the installation of FiberNet facilities in the Haven Ridge 1st Addition development. REFERENCE AND BACKGROUND This project included extending fiber from existing neighborhoods to the new development, within the existing conduit, and extending to the south along Fallon Avenue for the second phase of the Haven Ridge development allowing the ability to utilize a single cabinet for both additions. The project has been completed, and the contractor recently submitted the final paperwork listed below. Therefore, the City Council is asked to accept the project as complete and approve final payment. Satisfactory showing that the contractor has complied with the provisions of Minnesota Statutes 290.92 requiring withholding state income tax (IC134 forms). Budget Impact: The total construction project cost was $78,952.08, which will be paid out of the Fiber Optics Fund. The original project estimate was $102,304.02, but the work came in under budget. II. Staff Workload Impact: Impacts to staff workload will be minimal. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of adopting Resolution 2021-104 accepting improvements and authorizing final payment of $14,121.52 to Castrejon Inc. for the installation of FiberNet facilities in the Haven Ridge 1st Addition development. City Council Agenda: 12/13/2021 SUPPORTING DATA A. Resolution 2021-104 B. Final Pay Invoice CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2021-104 RESOLUTION ACCEPTING IMPROVEMENTS AND APPROVING FINAL PAYMENT TO CASTREJON INC. FOR THE INSTALLATION OF FIBERNET FACILITIES IN THE HAVEN RIDGE IST ADDITION DEVELOPMENT WHEREAS, pursuant to a written contract with the City of Monticello, on March 22, 2021, Castrejon Inc., was awarded, by low bid, for the FiberNet Facility Relocation for the Fallon Avenue Overpass Project. NOW THEREFORE, BE IT RESOL VED BY THE CITY OF MONTICELLO, MINNESOTA that the work completed under said contract is hereby accepted and approved and that the Mayor and City Clerk are hereby directed to issue a proper order for the final payment on such contract subject to receipt of the following: 1) Satisfactory showing that the contractor has complied with the provisions of Minnesota Statutes 290.92 requiring withholding state income tax (IC 134). 2) One year warranty provided by contractors performance bond to extend one year from the date of acceptance of the project by the City Council. ADOPTED BY the Monticello City Council this 13th day of December, 2021. Jennifer Schreiber, City CITY OF MONTICELLO Lloyd Hilgart, Mayor VCjjA I EJON DERGROUND UTILITIES 763.450.2055 1 Blaine, MN 55449 9201 Isanti St NE Blaine, MN 55449 Bill To City of Monticello 505 Walnut Street, Suite #1 Monticello, MN 55362 Invoice Date Invoice # 11/17/2021 5088 Due Date I P.O. Number I Terms I Rep I Contract # 12/17/2021 1 Haven Ridge I Net 30 TH Description Quantity Price Each Amount Location: HAVEN RIDGE PHASE ONE FUSION SPLICING 168 26.65 4,477.20 FURNISH & INSTALL LCP CABINET 1 7,096.82 7,096.82 SPLICE PROTECTION 168 0.33 55.44 RESTORATION 1 2,492.06 2,492.06 Thank you for your business. Total $14,121.52 City Council Agenda: 12/13/2021 2R. Consideration of authorizing the purchase of a 2022 John Deere 324L loader from RDO Equipment Co. of Dayton, MN for $82,568.63 and declaring the 1997 Case 570 tractor loader as surplus to be traded in as part of the purchase Prepared by: Meeting Date: ❑ Regular Agenda Item Street Superintendent 12/13/2021 ® Consent Agenda Item Reviewed by: Approved by: Public Works Director/ City Engineer, City Administrator Finance Director ACTION REQUESTED Motion to approve the purchase of 2022 John Deere 324L loader and declaring the 1997 Case 570 tractor as surplus to be traded in as part of the purchase. REFERENCE AND BACKGROUND City Council is asked to authorize replacing an existing piece of equipment with a new 2022 John Deere 324L four-wheel drive loader from RDO Equipment Co. of Dayton, MN. The John Deere 324L will be utilized year-round. It has the capability to work solely as a loader or to operate using skid loader attachments, making it a very versatile piece of equipment for Public Works. Staff compared the cost of this size loader between three vendors: • Caterpillar — price of $109,790 • Volvo — price of $102,451 • RDO Equipment — price of $101,568.63 In addition to the lowest quoted price, RDO Equipment gave us the highest trade-in value for the 1997 Case 570 tractor loader at $19,000. With the trade-in, the overall cost for the 2022 John Deere 324L is $82,568.63. Delivery is expected in January 2022. Budget Impact: The preliminary 2022 budget includes $100,000 for this piece of equipment. Based on the quote of $82,568.63, this purchase will come in a little more than $17,000.00 under budget. II. Staff Workload Impact: The staff workload impacts of this new unit will be very positive. The new loader will improve staff efficiencies during all seasons with less down time and more productivity. III. Comprehensive Plan Impact: N/A City Council Agenda: 12/13/2021 STAFF RECOMMENDED ACTION Staff recommends approval of a new 2022 John Deere loader through the state contract from RDO Equipment for $101,568.63 less $19,000.00 trade in value of 1997 Case 570 for a total cost of $82,568.63. SUPPORTING DATA A. Verbal/Written Quote Summary B. Quote proposal from RDO Equipment CITY OF MONTICELLO VERBAL/WRITTEN QUOTE SUMMARY SHEET Minimum 2 verbal or written quotes required for items/services costing at least $1,000 but less than $2,500. Minimum 3 written quotes required for items/services costing at least $2,500 but less than $10,000. No Quotes are required for items purchased through state cooperative purchasing venture. Use this form to summarize quotes received and to select vendor for award. Name:�_6, r1&'CA6' R L Signature of Person Obtaining Quotes: 5}Tc,- �6e fA Phone:- X71-377 Item/Service Requested: Af icv ( ;V\,% rC'{ u' ku-` a r 1 '�' c loc' •'r Note: If you are unable to obtain required number of quotes, provide an explanation below in notes/comments. # Date Vendor Name I 1 S.z�a1- ��1 IV � sS 'T•rvc-� G� � 2 aa�a,1�1 3 (al aOa+ iZD0 6-epief"-fn�- 4 5 Contact Person M i k..Q, 5viee"u-� Dc \xc, Cc roil fs Selected Vendor: R b Liv racy\ Phone Number �-5a-Ay-qgs ol - ' C 50'-1 Total $ Amount Aiaxl 00 Tr'L2.e i h i v+c1J cc wl +»�L i t\ jlf you are selecting other than low :quote, you are required to provide written justification as to why low quote was not selected in the notes/comments section: Notes/ comments: Noss Evuk'or�e 4 V m fie. in vcd u c. L - F M-7 (rase X70 17"�- loc� Z„i e. f'C lyc,k ire Nft lu e off- Ccv, 5`70 13 Sots JZZ0 G�u iy Vov- . 0� Cc se 570 Approval Acknowledgement:` Date: Attach this form and written quotes obtained to invoice. Questions may be directed to the Finance Department. Quote Sununary Sheet 10/27/2015 r RD* EQUIPMENT CO. Proposal for: CITY OF MONTICELLO - PUBLIC WORKS 505 WALNUT STREET STE. #1 MONTICELLO, MN, 553628576 WRIGHT Equipment Information Quantity Serial Number Stock Number 1 547921 X414751 1 547922 X414757 1 547922 X414758 1 X414768 X414768 1 X414772 X414772 1 541665 X387049 Trade Information Serial Number JJG0225424 Investment Proposal (Quote) Equipment Subtotal: $101,568.63 Year / Make / Model Payoff Information Trade In Hours Trade In Value 1997 CASE 570LXT $0.00 4875 ($19,000.00) Total Trade in Value: ($19,000.00) Trade Balance Owed: $0.00 Net Difference: ($19,000.00) D1473865 Pagel of 2 RDO Equipment Co. 11030 Holly Lane N Dayton MN, 55311 Phone: (763) 294-7800 - Fax: Investment Proposal Date: 12/1/2021 Pricing Valid Until: 12/15/2021 Deal Number: 1473865 Customer Account#: 3170033 Account Manager: Colin Shoen Phone: (507) 282-8888 Fax: (952)890-7046 Email: cshoen@rdoequipment.com Hours Status / Year / Make / Model Cash Price (approx.) Additional Items 0 New 2021 JOHN DEERE 324L $101,568.63 OAGOT 324L - FOUR WHEEL DRIVE LOADER 2230 Deluxe Cloth Seat, Air Suspension, High -Back with Headrest, Heated, and Lumbar 2430 Attachment Assist (Creep Control & Throttle Lock) 0924 Engine 2842 Three Function w/High Flow Option, Joystick w/FNR Control 3010 Ride Control 40F1 Nokian HakkaPeliitta TRI 400/70R20EM 2010 Standard Z -bar linkage 7120 Halogen Work Lights - Cab 8545 Less Coupler / Coupler Ready 0 Attachment - New 2021 JOHN DEERE SSCTRL AT390659 Electrical Attachment Control Kit 0 Attachment - New 2021 JOHN DEERE 324K1.1 C AT413237 1.4 cu. yd. (1.1 cu. m.) General Purpose Bucket with Skid Shoes and Bolt -On Cutting Edge for Quik Tatch 0 Attachment - New 2021 JOHN DEERE BLKHTR AT427686 Block Heater Kit 0 Attachment - New 2021 JOHN DEERE LDRCOVER BYT10470 Skid Steer Quik Tatch Coupler Cover 0 Attachment - New 2021 JOHN DEERE SSADAPT Equipment Subtotal: $101,568.63 Year / Make / Model Payoff Information Trade In Hours Trade In Value 1997 CASE 570LXT $0.00 4875 ($19,000.00) Total Trade in Value: ($19,000.00) Trade Balance Owed: $0.00 Net Difference: ($19,000.00) D1473865 Pagel of 2 Purchase Order Totals Balance: $82,568.63 Total Taxable Amount: $0.00 MN STATE TAX: $0.00 MN SPECIAL TAX: $0.00 Sales Tax Total: $0.00 Sub Total: $82,568.63 Cash with Order: $0.00 Balance Due: $82,568.63 D1473865 Page 2 of 2 City Council Agenda: 12/13/2021 2S. Consideration of approving a change order for the 2021 CIPP project in the amount of $18,000.00 Prepared by: Meeting Date: ❑ Regular Agenda Item Project Engineer 12/13/21 ❑x Consent Agenda Item Reviewed by: Approved by: Public Works Director/ City Engineer, City Administrator Utilities Superintendent ACTION REQUESTED Motion to approve change order #1 with Visu-Sewer for the 2021 CIPP project for a total of $18,000.00. PRIOR COUNCIL ACTION July 26, 2021: Consideration of accepting bids and awarding contract to Visu-Sewer for the 2021 CIPP Sanitary Sewer Lining Project, City Project No 21C006 for a total amount of $105,832.50. REFERENCE AND BACKGROUND This project consists of rehabilitation of the sewer lines by installing a resin -impregnated flexible tube Cured -In -Place System. The installation is done without having to excavate the roadway. The CIPP lining is expected to have a life -expectancy of more than 50 years. During routine stormwater inspections, a 90' section of 24" RCP stormwater pipe in East Bridge Park was found to have gaps in the joints of the pipe sections. Due to the grades and proximity to the river, repairing the pipe with a CIPP lining is recommended instead of excavation, which would likely add additional costs to the project. Budget Impact: The 2022 budget includes $50,000 for Boulevard Drainage Tile in the Stormwater/Drainage fund which would be utilized for this change order. II. Staff Impact: Minimal III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of a change order for the 2021 CIPP project. SUPPORTING DATA • None. City Council Agenda: 12/13/21 2T. Consideration of adopting Resolution 2021-105 accepting improvements and authorizing final payment of $45,705.50 to New Look Contracting Inc. for the Bertram Chain of Lakes Athletic Complex Phase 1 project Prepared by: Meeting Date: ❑ Regular Agenda Item Project Engineer 12/13/2021 ❑x Consent Agenda Item Reviewed by: Approved by: Public Works Director/City Engineer City Administrator ACTION REQUESTED Motion to adopt Resolution 2021-105 accepting improvements and authorizing final payment of $45,705.50 to New Look Contracting Inc. for the Bertram Chain of Lakes (BCOL) Athletic Complex Phase 1 project. REFERENCE AND BACKGROUND The planned Phase 1 improvements were intended to support existing interim green space on the west side of the BCOL Athletic Complex, as well as the infrastructure needed to support new and future field space on the 27 -acre parcel. The project included the following improvements: • Mass grading of the 27 acres. • Construction of two premier multi-purpose fields. • Installation of a gravel parking lot except for paved accessible parking stalls and associated trail. • Installation of gravel trails. • Installation of electric utility infrastructure needed for operation of the irrigation system, well, and for future phases. • Installation of minimal parking lot lighting. • Construction of a water -reuse stormwater pond and an irrigation system. • Seeding and restoration. • Irrigation deep well (Separate Contract) • Bid alternates including a gravel trail expansion, additional parking lot lights, and tree planting and landscaping. The project was completed, and the three-year warranty has been extended until summer 2022. The contractor recently submitted the final paperwork listed below. Therefore, the City Council is asked to accept the project as complete and approve final payment. City Council Agenda: 12/13/21 The following paperwork was recently submitted by the contractor for final payment to be released: 1. Satisfactory showing that the contractor has complied with the provisions of Minnesota Statutes 290.92 requiring withholding state income tax (IC134 forms). 2. Evidence in the form of an affidavit that all claims against the contractor by reasons of the contract have been fully paid or satisfactorily secured (lien waivers). 3. Consent of Surety to Final Payment certification from the contractor's surety. I. Budget Impact: The total construction project cost is $1,670,862.50, which is funded in the Park and Pathway Fund from a Liquor Fund transfer in 2019. II. Staff Workload Impact: Impacts to staff workload will be minimal. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends adopting Resolution 2021-105 accepting the improvements and authorizing final payment of $45,705.50 to New Look Contracting Inc. for the BCOL Phase 1 project. SUPPORTING DATA A. Resolution 2021-105 B. Final Pay Voucher CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2021-105 RESOLUTION ACCEPTING IMPROVEMENTS AND APPROVING FINAL PAYMENT TO NEW LOOK CONTRACTING INC. IN THE AMOUNT OF $45,705.50 FOR THE BERTRAM CHAIN OF LAKES ATHLETIC COMPLEX PHASE 1 PROJECT WHEREAS, pursuant to a written contract with the City of Monticello, on February 11, 2019, New Look Construction, Inc., was awarded, by low bid, for the Bertram Chain of Lakes Athletic Complex Phase 1 Project. NOW THEREFORE, BE IT RESOL VED BY THE CITY OF MONTICELLO, MINNESOTA that the work completed under said contract is hereby accepted and approved and that the Mayor and City Clerk are hereby directed to issue a proper order for the final payment on such contract subject to receipt of the following: 1) Satisfactory showing that the contractor has complied with the provisions of Minnesota Statutes 290.92 requiring withholding state income tax (IC 134). 2) Evidence in the form of an affidavit that all claims against the contractor by reasons of the contract have been fully paid or satisfactorily secured (lien waivers). 3) Consent of Surety to Final Payment certification from the contractor's surety. ADOPTED BY the Monticello City Council this 13th day of December, 2021. CITY OF MONTICELLO Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk 0 U z W CO U) 0 C. cc M CO LO LO LO z CO J 0 0- W z z 2 T W z W a z W x 0 wsb December 6, 2021 Mr. Matt Leonard City of Monticello 505 Walnut Street Monticello, MN 55362 Re: Construction Pay Application — Final Release of Retention BCOL Regional Athletic Park — Phase 1 Improvements City of Monticello, Minnesota WSB Project No. 011744-000 City Project No. 16C001-Phase1 Dear Mr. Leonard: Please find enclosed New Look Contracting, Inc's final payment application for the above referenced project in the amount of $45,705.50. This payment includes release of retainage following the warranty period for restoration. We have reviewed the information and recommend that the City of Monticello issue final payment as requested. I am also including the Consent of Surety, IC134s, lien waivers, and a copy of the concrete warranty from New Look Contracting, Inc. A copy of the maintenance bond is also included. This was issued separately and directly to the City of Monticello to the attention of Tom Pawelk by the landscape subcontractor, Klein Landscaping, for some of the trees that were agreed to be reviewed in the Spring of 2022. It has been a pleasure to serve the City of Monticello through the planning and initial phases of development for this community improvement project. If you have any questions or comments, please contact me at 763-231-4841. Thank you. Sincerely, WSB Jason . Amberg, PLA Director of Landscape Architecture Enclosures cc: Tom Pawelk, City of Monticello Ryan Melhouse, City of Monticello Mark Kostreba, New Look Contracting Inc. KA011744-000\Admin\Construction Admin\Construction\Closeout Documents for Client\Pay Applications\final closeout\011744-PayApp-Final-CoverLetter.docx APPLICATION AND CERTIFICATION FOR PAYMENT AIA® Document G702TM-1992 PAGE ONE OF 4 PAGES TO OWNER: City of Monticello 505 Walnut Street Monticello, MN 55362 FROM CONTRACTOR: New Look Contracting, Inc. 14045 Northdale Blvd MN 55374 PROJECT: Bertram Chain of Lakes Regional Athletic Park Phase 1 Improvements CONSTRUCTION MGR: WSB 701 Xenia Ave S, Ste 300 Minneapolis MN 55416 APPLICATION NO: Final Retention PERIOD TO: WSB Project No: PROJECT NOS: 11/3/2021 R-011744-000 16CO01-Phase I Distribution to: =OWNER =ARCHITECT =CONTRACTOR CONSTRUCTION MGR 0 Rogers, CONTRACT DATE: 2/11/2019 CONTRACTOR'S APPLICATION FOR PAYMENT The undersigned Contractor certifies that to the best of the Contractor's knowledge, Application is made for payment, as shown below, in connection with the Contract. information and belief the Work covered by this Application for Payment has been Continuation Sheet, AIA Document G703, is attached. completed in accordance with the Contract Documents, that all amounts have been paid by the Contractor for Work for which previous Certificates for Payment were issued and payments received from the Owner, and that current payment shown herein is now due. 1. ORIGINAL CONTRACT SUM 2. Net change by Change Orders 3. CONTRACT SUM TO DATE (Line 1 f 2) 4. TOTAL COMPLETED & STORED TO DATE (Column G on G703) 5. RETAINAGE: a. 10-30% % of Completed Work (Column D + E on G703) b. % of Stored Material (Column F on G703) Total Retainage (Lines 5a+ 5b or Total in Column I of G703) 6. TOTAL EARNED LESS RETAINAGE (Line 4 Less Line 5 Total) 7. LESS PREVIOUS CERTIFICATES FOR PAYMENT (Line 6 from prior Certificate) 8. CURRENT PAYMENT DUE 9. BALANCE TO FINISH, INCLUDING RETAINAGE (Line 3 less Line 6) $ 1,554,345.00 $ 131,832.50 $ 1,686,177.50 $ 1,670,862.50 0.00 $ 0.00 $ 1,670,862.50 $ 1,625,157.00 $ 45,705.50 CHANGE ORDER SUMMARY ADDITIONS DEDUCTIONS Total changes approved in previous months by Owner $131,832.50 Total approved this Month TOTALS $131,832.50 $0.00 NET CHANGES by Change Order $131,832.50 CONTRACTOR: By: Date: I 1 —a "oZl State ofesota County of: Anoka Subscrib an s m to befo a me this 3 day of Not lie• LISA A. MAZZITELLO Notary My Commission expires: / Notary Public -Minnesota mmission Expires Jan 31, 2023 ARCHITECT'S CERTIFICATE FO In accordance with the Contract Documents, based on on-site observations and the data comprising the application, the Architect certifies to the Owner that to the best of the Architect's knowledge, information and belief the Work has progressed as indicated, the quality of the Work is in accordance with the Contract Documents, and the Contractor is entitled to payment of the AMOUNT CERTIFIED. AMOUNT CERTIFIED ........... $ (Attach explanation if amount certified d ffers from the amount applied. Initial all figures on this Application and onthe Continuation Sheet that are changed to conform with the amount certified.) ARCHITECT: By: Date: This Certificate is not negotiable. The AMOUNT CERTIFIED is payable only to the Contractor named herein. Issuance, payment and acceptance of payment are without prejudice to any rights of the Owner or Contractor under this Contract. AIA DOCUMENT G702 • APPLICATION AND CERTIFICATION FOR PAYMENT - 1992 EDITION • AIA • 01992 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, DC 20006-5292 Users may obtain validation of this document by requesting a completed AIA Document D401 - Certification of Document's Authenticity from the Licensee. Continuation Sheet AIA DOCUMENT 6703 AIA Document G702APPLICATION AND CERTIFICATE FOR PAYMENT, containing APPLICATION NUMBER: Final ,,Retention , Contractor's signed Certification is attached. APPLICATION DATE: 11/3/2021 In tabulations below, amounts are stated to the nearest dollar. PERIOD T0: 11/3/2021 Use Column I on Contracts where variable retainage for line items may apply. ARCHITECT'S PROJECT NO: A B C D E F G H I WORK COMPLETE MATERIALS PRESENTLY TOTAL COMPLETED FROM PREVIOUS STORED (NOT IN D AND STORED TO DATE BALANCE TO ITEM NO. DESCRIPTION OF WORK SCHEDULED VALUE APPLICATION (D+E) THIS PERIOD OR E) (D+E+F) %(G+C) FINISH (C -G) RETAINAGE ed�rnent/rns�on: Cnr�trc�:l:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ................:::.:.:.:.:.;.:.:.:.:.:.:.:.:.:.:.:.:.:.:.;.:.:.:.:.:.:..:.:.:.:.:.:.:.:.:.:.: S:cfieduleA-.lterrwvais;::EarthworlC.and.S.............................. . ........... 2021.501 Mobilization $22,000.00 $221000.00 $22 000.00 100.00% 0.00 2101.501 Clearing $32125.00 $3,125.00 $3,125.00 100.00% $0.00 2101.506 Grubbing $2,062.50 $27062.50 $21062.50 100.00% $0.00 2104.501 Remove Pipe Culverts $957.50 $957.50 $957.50 100.00% $0.00 2104.505 Remove Pavement $875.00 $875.00 $875.00 100.00% $0.00 2104.507 Remove Aggregate $1,147.50 $1,147.50 $12147.50 100.00% $0.00 2105.601 Site Grading $255,000.00 $2552000.00 $2552000.00 100.00% $0.00 2557.603 Temp Fence Design Sp $64,000.00 $64,000.00 $64,000.00 100.00% $0.00 2563.601 Traffic Control $2,800.00 $21800.00 $2,800.00 100.00% $0.00 2573.502 Silt Fence, Type MS $19, 600.00 $19, 600.00 $19, 600.00 100.00% $0.00 2573.530 Storm Drain Inlet Protection $2,580.00 $21580.00 $22580.00 100.00% $0.00 2573.535 Stabilized Construction Exit $32500.00 $3,500.00 $32500.00 100.00% $0.00 2575.523 Erosion Control Blankets $271300.00 $272300.00 $27,300.00 100.00% $0.00 2211.501 Aggregate Base Class 5 2211.509 Aggregate Base Class 5 2360.503 Type SP 12.5 Wear 3.5" thick 2521.501 4" Concrete Walk 2521.501 6" Concrete Walk 2521.511 3" Bituminous Walk 2531.501 Concrete Curb Et Gutter B612 2531.618 Truncated Domes 2564.533 Furnish Sign Panels Type C 2582.601 Permanent Pavement Markings $111,150.00 $24,225.00 $20,720.00 $4,100.00 $6,017.50 $4, 860.00 $5,775.00 $7,450.00 $3,100.00 $6,500.00 $111,150.00 $25,650.00 $20,720.00 $4,100.00 $6,017.50 $4,860.00 $5,775.00 $7,450.00 $3,100.00 $6,500.00 dcile�:B�:Site:lrnpr. v $111,150.00 100.00% $0.00 $252650.00 105.88% ($12425.00) $202720.00 100.00% $0.00 $4,100.00 100.00% $0.00 $6,017.50 100.00% $0.00 $42860.00 100.00% $0.00 $5,775.00 100.00% $0.00 $72450.00 100.00% $0.00 $3,100.00 100.00% $0.00 $6, 500.00 100.00% $0.00 Continuation Sheet AIA Document G702, APPLICATION AND CERTIFICATE FOR PAYMENT, containing Contractor's signed Certification is attached. In tabulations below, amounts are stated to the nearest dollar. AIA DOCUMENT G703 APPLICATION NUMBER: APPLICATION DATE. PERIOD T0: Final - Retention 11/3/2021 11/3/2021 3 're variable retainage for line items may apply. ARCHITECT'S PROJECT N0: B C D E F G H I WORK COMPLETE MATERIALS PRESENTLY TOTAL COMPLETED FROM PREVIOUS STORED (NOT IN D AND STORED TO DATE BALANCE TO RK SCHEDULED VALUE APPLICATION (D+E) THIS PERIOD OR E) (D+E+F) %(G+C) FINISH (C -G) RETAINAGE 101011.110 10 all,, .: 1111......1..111 ....................... 1...:::__ cal. I:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ....:.....:.....:.....: :�:':Sch*6dule.C.. teck. .......................................................................................... $48,000.00 $48,000.00 $48,000.00 100.00% $0.00 c e .::....::....::....::....::....::....::....::....::....:.:..S.fa..dte: ..r�i..... $114,000.00 $1142000.00 $114,000.00 100.00% $0.00 a ter, ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: Schedule::=:Utilities::£t: So:rXi?w .i............................................................................ . $1841000.00 $1842000.00 $184,000.00 100.00% $0.00 $1145180.00 $114,180.00 $1147180.00 100.00% $0.00 $47800.00 $4,800.00 $47800.00 100.00% $0.00 $42200.00 $41200.00 $4,200.00 100.00% $0.00 $4,500.00 $4,500.00 $4,500.00 100.00% $0.00 n $8,082.50 $82082.50 $8,082.50 100.00% $0.00 $800.00 $800.00 $800.00 100.00% $0.00 :lass V $92,012.50 $92,012.50 $927012.50 100.00% $0.00 :lasslll $21,777.00 $212777.00 $21,777.00 100.00% $0.00 :lass III $127028000 $12,028000 $127028000 100.00% $0.00 acture H $3,400.00 $3,400.00 $31400.00 100.00% $0.00 acture 48-4020 $17,850.00 $17,850.00 $17,850.00 100.00% $0.00 acture 60-4020 $3,200.00 $3,200.00 $32200.00 100.00% $0.00 $4,000.00 $41000.00 $4,000.00 100.00% $0.00 acture Special $4,890.00 $4,890.00 $4,890.00 100.00% $0.00 $5,800.00 $57800.00 $51800.00 100.00% $0.00 ass III $22625.00 $2,625.00 $2,625.00 100.00% $0.00 $4,095.00 $121600.00 $122600.00 307.69% ($82505.00) Use Column I on Contracts whE A ITEM NO. DESCRIPTION OF WO 2545.601 Electrical System 2504.601 Irrigation System 2100.601 Building 2105.609 Clay Liner 2501.502 15" RC Pipe Apron 2501.502 18" RC Pipe Apron 2501.502 24" RC Pipe Apron 2502.541 6" Perf PE Pipe Drai 2503.503 6" PVC Pipe Sewer 2503.503 15" RC Pipe Sewer 2503.503 18" RC Pipe Sewer 2503.503 24" RC Pipe Sewer 2506.502 Const Drainage StrL 2506.503 Const Drainage StrL 2506.503 Const Drainage Strt 2506.521 Install Casting 2506.602 Const Drainage Stri 2506.602 Intake Flume 2511.501 Random RipRap Cl< 2511.507 Grouted RipRap AIA DOCUMENT G703 APPLICATION NUMBER: APPLICATION DATE. PERIOD T0: Final - Retention 11/3/2021 11/3/2021 3 're variable retainage for line items may apply. ARCHITECT'S PROJECT N0: B C D E F G H I WORK COMPLETE MATERIALS PRESENTLY TOTAL COMPLETED FROM PREVIOUS STORED (NOT IN D AND STORED TO DATE BALANCE TO RK SCHEDULED VALUE APPLICATION (D+E) THIS PERIOD OR E) (D+E+F) %(G+C) FINISH (C -G) RETAINAGE 101011.110 10 all,, .: 1111......1..111 ....................... 1...:::__ cal. I:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ....:.....:.....:.....: :�:':Sch*6dule.C.. teck. .......................................................................................... $48,000.00 $48,000.00 $48,000.00 100.00% $0.00 c e .::....::....::....::....::....::....::....::....::....:.:..S.fa..dte: ..r�i..... $114,000.00 $1142000.00 $114,000.00 100.00% $0.00 a ter, ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: Schedule::=:Utilities::£t: So:rXi?w .i............................................................................ . $1841000.00 $1842000.00 $184,000.00 100.00% $0.00 $1145180.00 $114,180.00 $1147180.00 100.00% $0.00 $47800.00 $4,800.00 $47800.00 100.00% $0.00 $42200.00 $41200.00 $4,200.00 100.00% $0.00 $4,500.00 $4,500.00 $4,500.00 100.00% $0.00 n $8,082.50 $82082.50 $8,082.50 100.00% $0.00 $800.00 $800.00 $800.00 100.00% $0.00 :lass V $92,012.50 $92,012.50 $927012.50 100.00% $0.00 :lasslll $21,777.00 $212777.00 $21,777.00 100.00% $0.00 :lass III $127028000 $12,028000 $127028000 100.00% $0.00 acture H $3,400.00 $3,400.00 $31400.00 100.00% $0.00 acture 48-4020 $17,850.00 $17,850.00 $17,850.00 100.00% $0.00 acture 60-4020 $3,200.00 $3,200.00 $32200.00 100.00% $0.00 $4,000.00 $41000.00 $4,000.00 100.00% $0.00 acture Special $4,890.00 $4,890.00 $4,890.00 100.00% $0.00 $5,800.00 $57800.00 $51800.00 100.00% $0.00 ass III $22625.00 $2,625.00 $2,625.00 100.00% $0.00 $4,095.00 $121600.00 $122600.00 307.69% ($82505.00) Continuation Sheet AIA DOCUMENT G703 0 AIA Document G702, APPLICATION AND CERTIFICATE FOR PAYMENT, containing APPLICATION NUMBER: Finat - Retention Contractor's signed Certification is attached. APPLICATION DATE: 11/3/2021 In tabulations below, amounts are stated to the nearest dollar. PERIOD T0: 11/3/2021 Use Column I on Contracts where variable retainage for line items may apply. ARCHITECT'S PROJECT N0: A I MMMMMMMMME B I C I D E F IG H I WORK COMPLETE MATERIALS PRESENTLY TOTAL COMPLETED FROM PREVIOUS STORED (NOT IN D AND STORED TO DATE BALANCE TO ITEM NO. DESCRIPTION OF WORK SCHEDULED VALUE APPLICATION (D+E) THIS PERIOD OR E) (D+E+F) %(G+C) FINISH (GG) RETAINAGE .:.:.:.:.:.:.:.:.:.:.:..:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:. ..................... ..:..:..:..:........................................z....:.1 :1:......... .:::::::::..::::::wRion ... 2575.605 Seeding Special $ 5,245.00 $0.00 0.00% $25,245.00 2575.605 Seeding Mixture Special 1 $141620.00 $14,620.00 $142620.00 100.00% $0.00 2575.605 Seeding Mixture Special 2 $652000.00 $657000.00 $65,000.00 100.00% $0.00 2575.605 Seeding Mixture Special 3 $51,300.00 $51,300.00 $51,300.00 100.00% $0.00 2575.605 Seeding Mixture Special 4 $1,300.00 $12300.00 $1,300.00 100.00% $0.00 2575.605 Seeding Mixture Special 5 $9,000.00 $92000.00 $92000.00 100.00% $0.00 ........... .............................................................................................. ....................................................................................................... ........................................................................................ ......................... .•.•A terha'�e 2571.501 Coniferous Tree 6' HT $7,480.00 $77480.00 $7,480.00 100.00/ $0.00 2571.501 Coniferous Tree 8' HT $1,700.00 $12700.00 $17700.00 100.00% $0.00 2571.502 Deciduous Tree 10' HT $5,460.00 $5,460.00 $5,460.00 100.00% $0.00 2571.502 Deciduous Tree 2" CAL $422500.00 $42,500.00 $427500.00 100.00% $0.00 2571.502 Deciduous Tree 2.5" CAL $36,855.00 $362855.00 $362855.00 100.00% $0.00 2571.503 Ornamental Tree 6' HT $45000.00 $4,000.00 $4,000.00 100.00% $0.00 2571.513 Mulch Material Type 6 $47500.00 $47500.00 $4,500.00 100.00% $0.00 CO #1 CHANGE ORDER NUMBER 1: Add 2" HDPE DR 11 Watermain $102187.50 $102187.50 $107187.50 100.00% $0.00 Add Drinking Fountain $12,350.00 $12,350.00 $127350.00 100.00% $0.00 Add Yard Hydrant $22165.00 $2,165.00 $2,165.00 100.00% $0.00 Add Concrete Sidewalk $1,127.50 $1,127.50 $1,127.50 100.00% $0.00 Continuation Sheet AIA Document G102, APPLICATION AND CERTIFICATE FOR PAYMENT, containing Contractor's signed Certification is attached. In tabulations below, amounts are stated to the nearest dollar. Use Column I on Contracts where variable retainage for line items may apply. A I B C ITEM N0. (DESCRIPTION OF WORK Add D Add Add Add Add Add Add Deduct Add Add Add Add Add Add Add Add Add •• R CO #2 Add Add Add W4 114 5" Reinforced Concrete pvmt Gravel Drive Dumpster Enclosure 4" PVC Conduit Concrete Bollards Bit Pvmt at entrance 18" RCP Pipe Silt Fence 15" RCP Pipe 48-4020 MH Casting 1642B F Et I Mechanical seal on turbine pump F Et I Inlet screen to inlet flume Class 5 Aggregate Manhole Adj at Structure 5023 24" Sq steel scour plate F Et 1200' ext irrigation mainline I Et I Grade 2 Compost CHANGE ORDER NUMBER 2: Electrical Feeder conn for DWW Electrical Connect Watertonice/ 600 amp Core drill at Structure 5023 for Well Electrical - VFD CHANGE ORDER NUMBER 3: Liquidated Damages CCTV Inspecation of SS AIA DOCUMENT G703 I E WORK COMPLETE FROM PREVIOUS SCHEDULED VALUE I APPLICATION (D+E) $10,367.50 $299.25 $7,500.00 $11,250.00 $3,700.00 $3,774.00 $320.25 ($400.00) $170.00 $4,240.00 $500.00 $1,234.64 $7,812.34 $28,500.00 $2,400.00 $989.00 $5,350.00 $6,344.91 $8,406.52 $6,471.42 $999.00 $465.67 ($7,500.00, $2,808.00 $10, 367.50 $299.25 $7,500.00 $11,250.00 $3,700.00 $3,774.00 $320.25 ($400.00) $170.00 $4,240.00 $500.00 $1,234.64 $7,812.34 $28, 500.00 $2,400.00 $989.00 $5,350.00 $6, 344.91 $8,406.52 $6,471.42 $999.00 $465.67 ($7,500.00 $2,808.00 THIS PERIOD APPLICATION NUMBER: APPLICATION DATE: PERIOD T0: ARCHITECT'S PROJECT N0: F G Final -Retention MATERIALS PRESENTLY TOTAL COMPLETED STORED (NOT IN D AND STORED TO DATE OR E) (D+E+F) $10,367.50 $299.25 $7,500.00 100.00%1 $11,250.00 $3,700.00 $3,774.00 $320.25 ($400.00) $170.00 $4,240.00 $500.00 $1,234.64 $7,812.34 $28,500.00 $2,400.00 $989.00 $5,350.00 $6,344.91 $8,406.52 $6,471.42 $999.00 $465.67 ($7,500.00. $2,808.00 11/3/2021 11/3/2021 100.00% I 100.00% 100.00% 100.00% 100.00% 100.00% I 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00i 100.00i BALANCE TO FINISH (C=C) 5 RETAINAGE Continuation Sheet Document G702, APPLICATION AND CERTIFICATE FOR PAYMENT, containing Contractor's signed Certification is attached. In tabulations below, amounts are stated to the nearest dollar. Use Column I on Contracts where variable retainage for line items may apply. AIA DOCUMENT G703 APPLICATION NUMBER: APPLICATION DATE: PERIOD T0: ARCHITECT'S PROJECT N0: Final - Retention 11/3/2021 11/3/2021 A B C D E F G H I WORK COMPLETE MATERIALS PRESENTLY TOTAL COMPLETED FROM PREVIOUS STORED (NOT IN D AND STORED TO DATE BALANCE TO ITEM NO. DESCRIPTION OF WORK SCHEDULED VALUE APPLICATION (D+E) THIS PERIOD OR E) (D+E+F) %(G+C) FINISH (C -G) RETAINAGE L$0.00 TOTAL ALL PAGES $1,686,177.50 $1,670,862.50 $0.00 $0.00 $1,670,862.50 $152315.00 AIA DOCUMENT G703 -APPLICATION AND CERTIFICATE FOR PAYMENT -MAY 1983 EDITION -AIA REGISTERED -COPYRIGHT 1983 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 City Council Agenda: 12/13/21 2U. Consideration of accepting quotes and authorization to purchase a 2021 Jeep Renegade for $29,484.00 and a 2021 Ram 1500 for $39,247.00 from Ryan Chrysler Dodge Jeep Ram Monticello plus appliable taxes and fees for vehicle registration to the Monticello DMV. Prepared by: Meeting Date: ❑ Regular Agenda Item Chief Building Official 12/13/2021 ® Consent Agenda Item Reviewed by: Approved by: Public Works Director/City Engineer, City Administrator Finance Director ACTION REQUESTED City Council is asked to approve the purchase of a 2021 Jeep Renegade and 2021 Ram 1500 for a total price of $68,731 from Ryan Chrysler Dodge Jeep Ram Monticello plus applicable taxes and fees for vehicle registration to the Monticello DMV. REFERENCE AND BACKGROUND City Council is asked to authorize the purchase of two vehicles for the Building Department. The 2021 department budget included hiring an additional building inspector; that position was filled in November. As anticipated, the new position necessitates an additional vehicle. Staff also proposes to purchase a second vehicle using existing 2021 department revenue. This will allow the current 2002 Chevrolet 1500 to be transferred back to Public Works where it is expected to be used by the mechanic. That position does not currently have a designated vehicle, so the addition will better facilitate the mechanic traveling to purchase parts or work on remote sites. State contract vehicles aren't available for immediate deliveries, and vehicles purchased from the state contract still haven't been constructed with no delivery date scheduled. Given this information, staff requested quotes from local dealers with vehicles available. Three quotes were received and the bid from Ryan Chrysler Dodge Jeep Ram Monticello was the low price. The vehicles will come with a 5-year/60,000-mile warranty. Budget Impact: $68,371 plus vehicle registration costs in the Central Equipment Fund. The building department will be using excess revenue that was collected in 2021 to pay for these acquisitions up front rather than paying lease payments over the life of the vehicle, as is typically the practice in that fund. II. Staff Workload Impact: Increase staff efficiencies. III. Comprehensive Plan Impact: N/A City Council Agenda: 12/13/21 STAFF RECOMMENDED ACTION City staff recommends approval of purchasing a 2021 Jeep Renegade and a 2021 Ram 1500 from Ryan Chrysler Dodge Jeep Ram Monticello using revenue funds from the Building Department. SUPPORTING DATA A. Bid quote from Ryan Chrysler Dodge Jeep Ram Monticello 2021 Jeep Renegade B. Bid quote from Ryan Chrysler Dodge Jeep Ram Monticello 2021 Ram 1500 C. Bid quotes from Morries and Cornerstone Chevrolet for comparable vehicles Vehicle Trade In Date. 12/6/2021 Stock: N13266M New/Used: Salesperson: Brandon Barth $0.00 Manager: Dave Peeler t Customer t VIN: DMS Deal #: Vehicle: Customer Vehicle: Name: City of Monticello License #: Mileage: Address: 505 walnut st Monticello MN 55362 License State: Mileage: Email: Phone: (612) 309-1684 Vehicle Trade In Stock: N13266M New/Used: New Payoff: $0.00 VIN: ZACNJDCl XMPN19813 VIN: Vehicle: 2021 JEEP RENEGADE Vehicle: Mileage: 3 Color: Alpine White Mileage: Color: MSRP: $32,115.00 Cash option Discount: $680.00 Rebate: $2,250.00 $32,000.46 Selling Price: $29,185.00 PULSE: $299.00 TOYS FOR TOTS: $0.00 Total Purchase: $29,484.00 Trade Allowance: ($0.00) Tax: $1,916.46 Estimated Fees: $600.00 Trade Payoff: $0.00 Deposit: $0.00 Balance: $32,000.46 Customer Approval: Management Approval: R?q C-C///o (I - , q ell C, CL er 3 1, 1) �tlioUaLl7,00 7-0 7�L y= $1l9 8 i 3 F%'_`A US LLC INVOICE PLANT ZONIE DEALER VEHICLE ID NUMBER -71 `4 9' SHIP T',*AN CHRYSLE.-F, JEEP RAI` - TO: " -1 BOX 513 INVOICE NO. IGN KEY TRK KEY ACC KEY INVOICE D' - 15121 SOLD-' CIHRYSLERF, DODGE JEEP RAM TO:z W BX 511 .1.0. - BUFFALO PAID FOR BY: C CREDIT SALE ASH SALE 8562-01-BM1_5 SHIPP:NG WT. 3492 SAE HP 18.9 631-072404-00 BODY & FACTORY EQUIP, I DESCRIPTION WHOLESALE PRICE TEE, IRENEGADE TRA_'r1HA1KK 4X4 29,339.00 PKV, -"L p.; , ' �ne White C --ear Coat D7X9 Frem Cloth :,ow -Back Bucket Seats NO CHARGE AA:R frailer Tow Group 461.00 CxN Pa. -z: Tracking DFH 9-Spd 948TE Auto Transmission NO CHARGE EYF 1.3L 14 Turbo MAir DI Enaine WESS NO CHARGE YGP 2.6 Additional Gallons o.L Gas 6.00 ,DC Customer Preferred Package 2DC 220 Customer Preferred Package 22C 4 NU Fuel Fill / Battery Charge 34.00 001 DESTINATION 'CHARGE 1,595.00 HB 91600/SFP 30500 MDH y101900 EP 30063 PP 31195 DR 30760 USE DEALERCONNECT TO OBTAIN KEY INFORMATION MSRP RETAIL TOTAL 32,115-00 TOTAL 31,435.00 ORIGINAL INVOICE THIS VEHICLE IS MANUFACTURED To MET SPECIFIC UNITED STATES REQUIPMWqTS - THIS VEHICLE IS NOT MANUFACTURED FOR SALE OR REGISTRATION OUTSIDE; THE UNITED STATES. 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F- >>> m- m c E c O m c O a> c - gy m O Qcn v) M-a-LLdY CrQ W W U)<W 2SU-X>U) CDin in Q C7 -cfla ro : -to mE J a) U U � L a> OW N m QOM C C E€ d,2 Q O C7 a (� � N LL C O 0a 00 a� N (C9 I y m � m >� 0 mm 0)V � L T3 �a L Q H a7 4 N Q 0 p N Z J Lu 0 H co m Z a w � o x a U o zi >, U E Q o N Q> Ryan CDJR Buffalo 1000 Highway 55 E Buffalo, MN 55313 https://www.ryancdjrofbuffalo.com Sales: 8778246439 Service: 763312669E 2021 Jeep RENEGADE TRAILHAWK@ 4X4 INCOMING STOCK ., COMING SOON Rp&, AA* U-1 f: P"' f.�5d9.b jo." F1.lrr1 ftuffjft I CSU UMk suss Ar." S3 8,0 ,00 U'4 5,117 Body Style: Sport Utility Model Code: BVJH74 Engine: 1.3L 14 Turbo MAir DI Engine w/ESS Transmission: 9 -Speed 948TE Automatic Transmission Drive Type: 4x4 Ext. Color: Alpine White Clear -Coat Exterior Paint Int. Color: Black MPG: 22 City / 27 Hwy VIN #: ZACNJDClXMPN19813 Stock #: N 13266M MSRP: 2021 National Retail Consumer Cash 21 CM1 -$1,750 Chrysler Capital 2021 Bonus Cash 20CM5 -$50C National 2021 Retail Bonus Cash 21 CMA1 -$50C Ryan Sale Price: $29,365 Ryan Savings: $2,75C Experience Ryan Customer Service And Value When You Buy A New Jeep At Our Location In Buffalo. Our Inventory Changes Quickly And New Vehicles Ship And Arrive Daily. Please Contact Us To Confirm Availability And Reserve This Vehicle Today. NOW THROUGH DECEMBER 20TH, DONATE TO OUR TOYS FOR TOTS CAMPAIGN AND RECEIVE A FREE SET OF WEATHERTECH FLOOR LINERS WITH THE PURCHASE OF YOUR VEHICLE.*Like To Sell Or Trade Your Vehicle? Bring It To Ryan In Buffalo For An Accurate Up -To Date Appraisal* Why Buy Your Jeep From Ryan? TRANSPARENT PRICING: Everyone Qualifies For Our Ryan Sale Price. TRUSTED: Over 17,000 Reviews On Google, DealerRater and Cars.com. AWARD-WINNING SALES & SERVICE: 43 DealerRater MN Dealer Of The Year Rater Awards. NON-COMMISIONED SALES TEAM: Focused Solely On Assisting You Select The Vehicle That Is Right For You. Price Shown Includes The Following Offers That Everybody Qualifies For:$1750 - 2021 National Retail Consumer Cash 21CM1. Exp. 01/03/2022 $500 - Chrysler Capital 2021 Bonus Cash 20CM5. Exp. 01/03/2022 $500 - National 2021 Retail Bonus Cash 21 CMA1. Exp. 01/03/2022 Standard Equipment MECHANICAL • 4.585 Final Drive Ratio • Normal Duty Suspension • GVWR: 4,586 lbs 50 State Emissions • Electronic Transfer Case • Automatic Full -Time Four -Wheel Drive • 60OCCA Maintenance -Free Battery w/Run Down Protection • 180 Amp Alternator • Stop -Start Multiple VSM System T.....:....,. r,-...........,--4- .....-r--:I-- C'....... f' .....1.....1 fl -11. 0 C/) 2 0 6 0 C%4 �D (Y) LO LO z 2 0 4— c co LO C:) Lr) ai ;I; (U E _0 cc (U _0 E z < LL - 0 >, Z C +..F 0 — a) w CL > a- 0 C%4 �D (Y) LO LO z 2 0 4— c co LO C:) Lr) NZ*a All ai ;I; (U E _0 cc (U _0 E z < LL NZ*a All ai C) 0 (L) co 0CL) - 0 >, Z C +..F C13 — a) w CL > > Z> NZ*a All /--" CD CD CD CD C) CD C:) CD C) 06 CD C:) CD C) C:) CD cyi ci- cy) -U> C4 U) C) 0 1E I r_ cu (1) 0 z +..F L) > w 5; /--" CD CD CD CD C) CD C:) CD C) 06 CD C:) CD C) C:) CD cyi ci- cy) -U> C4 U) C) 0 CD cn r_ cu ca L) _r_ p 0 a_ 0 LL a) +-J 0) LLJ U) U) V U)tlf0 a) 4.1 o CO ct� U) F— FCA US LLC INVOICE 7855-A PLANT ZONE DEALER VEHICLE ID NUMBER l NARREN 74 67031 C6RR7GG1MS526566 SHIP WALSER CHRYSLER JEEP DODGE TO: 314 MAIN STREET HOPKINS MN 55343 - INVOICE NO. INVOICE DT. M-DS6-47650931 02/12/21 IGN KEY TRK KEY ACC KEY SOLD WALSER CHRYSLER JEEP DODGE 2452-01-2MI2 TO: 314 MAIN STREET HOPKINS MN 55343- SHIPPING WT. 4954 PAID FOR BY: BANK OF AMERICA SAE HP 34.3 CREDIT SALE XX CASH SALE 000-053000-00 FACTORY BODY & EQUIP. I DESCRIPTION WHOLESALE PRICE DS6H41 RAM 1500 SLT QUAD CAB 4X4 37,867.00 PW7 Bright White Clear Coat V9X9 Cloth 40/20/40 Bench Seat NO CHARGE AFC Electronics Group 732.00 AJB Remote Start & Security Alarm Group 364.00 CLF Mopar Front & Rear Rubber Floor Mats 124.00 DFT 8-Spd Auto 85ORE Trans (Make) NO CHARGE DMD 3.55 Rear Axle Ratio 88-00 ERB 3.61, V6 24V VVT Engine NO CHARGE XFH Class IV Receiver Hitch 317.00 YGE 5 Additional Gallons of Gas 11.00 2TF Customer Preferred Package 2TF 29F Customer Preferred Package 29F 199 DESTINATION CHARGE 1,695.00 HB126000/SFP 41900 MDH # 021305 EP 39338 PP 40861 DR 40523 USE DEALERCONNECT TO OBTAIN KEY INFORMATION Wq r q # ty MSRP RETAIL TOTAL 43,705.00 TOTAL 41,198.00 ORIGINAL INVOICE THIS VEHICLE IS MANUFACTURED TO BEET SPECIFIC UNITED STATES REQUIREMENTS- THIS VEHICLE IS NOT MANUFACTURED FOR SALE OR REGISTRATION OUTSIDE THE UNITED STATES. ZZ MORRIE'S' AUTO GROUP Date/Time: Dec 1, 2021 03:28 PM Buyer: City of Monticello/Fnm Salesperson: Mike Schuetz Phone: C-7632952711 Address: 505 WALNUT ST STE 1 MONTICELLO, MN 55362 2021 Ford Escape, Body Type:Sport Utility 9N20679 Color:Oxford White, 7 Miles VIN:1 FMCUOG60MUB06681 Cash Balance Due $ Down $1,530.00 $0 $27,990 X Customer Signature Date MSRP/Retail $30,020.00 Total Savings $1,530.00 Rebates $500.00 Morrie's Best Price $27,990.00 Total Balance Due $27,990.00 FISo CCA.o z 4' y I / 3°I01, 00 00201/190 110 (oil, 389 W 3 prs /Up oob ov, les X Manager Signature Date With approved credit. 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O O � a U 02S a� a� U >E -0 u� O W Cl) �.L a, Q LL CD W Coa� CoOLQ � � L_ W G) � W } � > QJ > � N Q W LL 0 O UCD + a--� a� ap v O CD UO E Q � O a� � c Z_ W QJ O E a �acjp� n� (10 U- � O > >,O 4 _0 l 4- a� c n -o � CU Ln — N O aj Q)cn QW � +J co cn ° OLL � O�n aJ LL > a Qau Li N -0 O -F-O � C�: >E - ° p Q a\E-jc Q oo _ U Q Q LDO E CDLn E p O CD O � > co co -0 J -D E W O JL5 (n Ln c� > o O a� X D= O �, a E— Q Z O m LL +- U a� _ > I- 0) J N N N w X L K MORRIPS- AUTO GROUP Date/Time: Dec 1, 2021 03:30 PM Buyer: City of Monticello/Fnm Phone: C-7632952711 Address: 505 WALNUT ST STE 1 MONTICELLO, MN 55362 2021 Ford F-150, Body Type:Extended Cab Pickup 9N20701 Color:White, 7 Miles VIN:1 FTEX1 EP1 MKE58895 Cash Balance Due $ Down $2,931.00 $0 $41,399 W Customer Signature Date X Manager Signature Date Salesperson: Mike Schuetz MSRP/Retail $44,830.00 Total Savings $2,931.00 Rebates $500.00 Morrie's Best Price $41,399.00 Total Balance Due $41,399.00 With approved credit. 0 u. 0\ V' � O V � co Lu U o Q n E w Un lu ry O v O H O D m O i Ln LLI0 o tL o 0 LL IM O m M (3) (D) CO O O Lncrj } O o O O t t � } o cn � O � E O �+— k n UU � U QJ o > c U O m � N a 't N \' �' .Q W Cu— U (�_ N ,� > Cf) � cn C 4-j4—jC u 4 U O m -FJ co O Ln LLI0 o tL o 0 LL IM 0 H 0 MD W W .I L_ 0 L 0 Z 0 l� 0� Y JO ry O U 0 LU O a- 0 U) LU W z 2 n, O O w U W X w z U O Cn- U5 0 z I— D w Lf) Q Lli w �J Z O Z N O W J Lu U LL O) r O O U) ry x 7- Q Q Ln mL m m Ln H Q) CSC C 0 O H tai D C c ro a.� O Q cn x c O U O Com_ G (1) Z O n m x 9 s U E D O L (D D cn Ln Q) cn O L c C _ U O a _O W cC _ n - C - r� 0 -,-j C O U CD E D o= w m L C- E E O U - { 4 J Q G) C co Em -� (2) c + C + Q < a) N_ N W 0-1 CSC C 0 O H tai D C c ro a.� O Q cn x c O U O Com_ G (1) Z O n m x 9 s U D O L D cn Q) Lnn1 J O L c C _ U O W CSC C 0 O H tai D C c ro a.� O Q cn x c O U O Com_ G (1) Z O n m x 9 s U U un Fr O C- 0 O U 4- 0 ry C Q U U) w 0 C O U Ln u E O U CD w 0 C O U '– O W Ln c- > > C O U Ln ui _, u O _, c UQ CLO ro D U CD 0 C C b.0 O Ln � O Q Q U r u 0 C aj r c CU U� E 4-J O E O Q) E > C O _ C O o' v > ro co �co n Ln o 2-- Q } C C aJ m U Q U O > 0 m U70 ❑ co CD - L.L 4-J V O LL -0 C co U -C t t� U ` `U r c m _� U _ Rj r rz Co t o +- j U C H S t _0 C O � Qj O U C a N t coU O � U ao (o � 1 aj In r U : > 0 U > � -- -E < co Q QJ ro (1) + ❑ L O U � ❑ c�N LJ +m Q H Q Q —> N CL)'S to CO GI' 0 o � (D N m -m O _ N �t _0U m — Q F:_ 4... la � R'J i is � � -0 75 �+ U un Fr O C- 0 O U 4- 0 ry C Q U U) w 0 C O U Ln u E O U CD w 0 C O U '– O W Ln c- > > C O U Ln ui _, u O _, c UQ CLO ro D U CD 0 C C b.0 O Ln � O Q Q U r u 0 CU U� 4-J O E O O O _ C O o' ro co �co n Ln + -i—J } C C aJ m U Q U O > m U70 ❑ co L.L 4-J V ` `U L O H O m 0 0) 0 J i N ca a) W W D O O 4--0 �ulC: 4- Ln D L X 0 U C CD CDC N �tf C O aj C 0 _0 RS tLf ^� O _ N ate- a-- ('0 u u U C- C) N O Z.- 0 LO C � — Cl) N Q) + C- E E O U s a) O' a) 0 CD — o E 4 U C L E 1U �O EO 4-10 O Q Un O O O O -- � O in + O U U `� O N _0 L6 a) U + cn > C C10 + O cn O U > CLO 0 cn 0 U EU — Q) 4� U C Cl) CD U O — 4—m Q� O (� O C v Q) O O U � � _0 C CLO C O r L6 Ln E -0 U C C Q) Q Q N X U L 4 U C U C) O -Dm 4 >CU � Q U Cl) m m __0-a U` cn m Ln O (n Q QJ U LL C C N -Q 4- CD - Q +J co > 0 Q) E D > O 4— CD �� 0 o m O a "' C O U cn U M > (%) m m -Q FO CD � 0 — LCi N C)0 E _0°� >� Q) C L > -o w+ LSA D C co N E w 4-- v O Ln U ° L C In X O N 0�0 O + U U E O LL _ co D W N cn M I-� O O > c� +, u >, > N _ "� u o � o Q cn 4- w Q) O O Ln E u 4- O W N — � O � D ) � > � a) > �n D) Q � W : , LL — J O 0 � x °' ro o — � -u � � n J I Q O �t � a) i E 6 w I � w_ a co _0 'j o m F- J a� O O Ln Q �, °��' .V X �nC) cn Cl) v cn > 0 m o_ Q c c O Ln w cn cin Q) O N O Ln � w O 'j 10 cn X N T' OL .JJJ � E O w r i O �� O ° J E° O�>v_0 o U'� 4-�� — Q L Q >, (— Q O Q) N N Lu N co C:� � E W u� O co 'n) �- w � .l.J > U Q � L Ln L _O U CD Cl) 0) 0 J i N ca a) W W D O O 4--0 �ulC: 4- Ln D L X 0 U C CD CDC N �tf C O aj C 0 _0 RS tLf +1 co U m W cu L ca co N O L 2 0 D cy C O U D 0 N d' O d' CN C I � � O � co U ca L caU U O a) > 'L Ucu 1 "II L >_ t U Cl I 4J > L o �_ � J r� 3 o o 0 0 OLO o -� 4-LOco i r L Q Q o Ilk L 1 O Q OLO i L O O LO �- U O W O 6 > > v �. N U N ILN CIA O A N> O U o L r^ NoIL Y J N v 3 U L C O +� L O a o o , L O 0 E 0 > > 0 UU C N O L O w U ` � U U N U O > O U o \ Op U r-. ON U U p O N O O^ \ O o" V U U N M U N N C o � L c 3 0 L o o N 3 co d O o U v � N 0.��/�� w � Q D 3 LO N 4-J � Q s 71 - c Lr) o v LO tLU � O �} •+ � co O C:U O W Z O :3 co O co O co > L .0 CL Z> U U U U m U W O. Z N F- 00 +1 co U m W cu L ca co N O L 2 0 D cy C O U D 0 N Ron Hackenmueller From: Ben Holthaus <bholthaus@cschev.motosnap.com> Sent: Monday, December 6, 2021 11:40 AM To: Ron Hackenmueller Subject: RE:2021 Silver 1500 Crew Cab RST Hello Ron we have nothing in stock right now that would compare to the Equinox. Ben Holthaus Sales Consultant Cornerstone Chevrolet 1005 Hwy 25 S Monticello, MN 55362 Direct: (763) 230-3623 bholthaus@cornerstonechev.com u You are receiving this email because you inquired about or purchased a vehicle from Cornerstone Chevrolet recently or in the past. 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This email was delivered to you by: Cornerstone Chevrolet 1005 l-Iwy 25 S Monticello, MN 55362 1 ca .co i U N U N 0 N Z r� M ro N i U Mal co L co r1 \ E E E O U O C O U L ca � o U U r 0 co U O U w >- M C Z c c u ro =- L O >> N V) o � a 00 N d u L > l/1 LL U u u m 0Z UJ m m O o� 4-J v W LL Ln Q Ln N 04 ca U (1) co L co O U o M Z C u O O U Z Q J d u d' O o� O_ W LL re W J Z a Z a J W a W W J_ WC Z W LL Q Ln N 04 ca U (1) co L co 0 v O U o M Q C O Y U Q J d d' W J a a a 0 v O O o _ ca Q •� v V V) N Y 0 0 v 0 LO O ro CL Lr) 00 Lf) dl O �-D O N O m N U ro 4- Q O O +-+ N O � Q) o m Q U c D ro � .. .— ca F: N � O p V N 10- CD - cli (3) (3' Q CD �, 0) o a -J ro -O co ca 0 � 'ITCL E O u v C a) >, U 3 p V) 0O Q a U U4- v 0 a3i 4-J J U a a ro OO W cC O a� > O W WLn 3 am o ro >N V1 M V = Z N 4cn U o m (� z z "'WC co 0 LO o N N W E G Z :3Q Y V W LA U 6 cw z � L� Ov Z (IJ Q Q Q J m I— O .i 2 41 Q v p O O z W WT CC z :� Z W l7 o z Z Y V ro C N v1 — v F-- ui W W L9J J in co V1 J � 0 W Q N N W u N J � z O V W m > M a = O J LU Q LUa J W J c o Vi � V � N Lu � W CW G a 2 Q a O W H ~ p� d Q Q �' > O Q � u U N D W' V Z O !- O W Q _ W Q J Z A O o o s- W J W a J Q W.2 Q ~ CIA cxu ° 2 v� ro bz Ln Q Z I--uu �. 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Consideration of approval of a 3 -year contract with Professional Cleaning Services LLC for citywide janitorial services in the amount of $9,160 per month Prepared by: Meeting Date: ❑ Regular Agenda Item Facilities Manager 12/13/2021 ® Consent Agenda Item Reviewed by: Approved by: City Engineer/Public Works Director, City Administrator Finance Director ACTION REQUESTED Motion to approve a contract with Professional Cleaning Services LLC for citywide janitorial services in the amount of $9,160 per month. REFERENCE AND BACKGROUND Currently, contracted janitorial services are utilized at several City -owned facilities. Staff submitted a request for proposals for a three-year contract. This contract would provide for janitorial services for the following facilities: • Monticello Community Center • FiberNet Head End Building • Prairie Center Building — upper level and common areas • Great River Regional Library Existing City staff will continue to provide janitorial services at the remaining City -owned facilities as well as the items not covered by this contract for the Community Center and Prairie Center building. The bid proposals also included alternate bid items for the services provided by existing staff to allow them to be added into the contract if needed within the three-year contract term. A request for proposals was issued on the League of MN Cities and the City website; two proposals were received. The cost outlined in the responses ranged from $9,160 per month to $13,000 per month for the base -bid items. The proposals were scored based on the following criteria: • References 20 points • Cost 50 points • Interview 30 points After reviewing the proposals, interviews, and reference checks, staff recommends contracting with Professional Cleaning Services LLC for these services. If awarded, the contract would start City Council Agenda: 12/13/2021 January 1, 2022 and expire on January 1, 2025. Either party can terminate the contract with a 90 -day notice. Budget Impact: This would be funded by the various departments that receive the janitorial services. II. Staff Workload Impact: Staff workload impact will include coordinating with the contractor throughout the duration of the contract. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION Staff recommends approval of a contract with Professional Cleaning Services LLC for citywide janitorial services in the amount of $9,160 per month. SUPPORTING DATA • RFP and Professional Cleaning Services LLC. Proposal CITY Of 1V�on�l�el��o Request for Proposals for Professional Janitorial Services City Of Monticello Section 1: General Information Contract Administration All persons or firms who download this request for proposals are requested to register their name and email address by sending an email to ier ,.hanson a)ci.monticello.mn.us. Any revisions or corrections to this request, after it has been advertised, will be communicated to those registered 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 request and any subsequent modifications. Proposals will be received at Monticello City Hall until 11:00 a.m. on Friday, December 3, 2021. All proposals shall be addressed to Jerry Hanson, City of Monticello, 505 Walnut Street, Suite #1, Monticello, Minnesota 55362, clearly marked, "Janitorial Services Proposal", and shall be submitted on the Proposal Form included. The City of Monticello reserves the right to reject any or all proposals, to waive any informalities in the bidding, and to accept any quoting to be in the best interest of the City of Monticello. No proposal may be withdrawn within thirty (30) days of the proposal due date. Acceptance of Proposal Contents The contents of this request for proposals 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 retain professional cleaning services for various city - owned facilities as listed in this document. Pre -Bid Inquiries/Walkthroughs Request for Proposals Janitorial Services -------------------------- Page 2 of 8 Contact Jerry Hanson — Facilities Maintenance Supervisor — 763-271-7114 'em,.hanson tr ci.monticello.mn.us with any questions prior to submittal or to schedule a walkthrough to review of the facilities. Each party submitting is responsible for visiting the sites and becoming familiar with the conditions. An indication of intent to submit a proposal and scheduling of a walkthrough is required prior to 3:30 p.m. on November 30, 2021. Selection Criteria The following criteria will be considered, although not exclusively, in determining which contractor is awarded the contract. 1. References 20 points 2. Cost 50 points 3. Interview 30 points Interviews Interviews are to be conducted on December 7" pending scheduling and availability and number of participating contractors. Section 2: Overall Scope of Services Furnish all labor and services to perform Janitorial services as outlined in the attached Exhibit A and as described in this request for proposals as well as per industry standards. All materials and equipment will be provided except for backpack vacuums. The contractor is responsible for complying with all applicable regulations of the local, state, and federal agencies having jurisdiction over any portion of the work performed. Each facility is to be priced separately as shown in the proposal form and the facilities included in the base bid will be included in the entire 3 -year contract and alternate bid facilities may be added at a future date. Base Bid Facilities Monticello Community Center - Base Bid Items 505 Walnut Street Monticello, MN 55362 Head End Building 3698 School Boulevard Monticello, MN 55362 Prairie Center Building — upper level 118 6'' Street W Monticello, MN 55362 Great River Regional library Request for Proposals Janitorial Services -------------------------- 200 6"' Street W Monticello, MN 55362 Alternate Bid Facilities Monticello Community Center - Alternate Bid Items 505 Walnut Street Monticello, MN 55362 Parks Building 303 6`h Street W Monticello, MN 55362 Senior Center 505 Walnut Street, Suite 3 Monticello, MN 55362 Monticello City Hall 505 Walnut Street, Suite 1 Monticello, MN 55362 Hi -Way Liquors 511 Pine Street Monticello, MN 55362 Monticello Fire Station 103 Chelsea Road Monticello, MN 55362 Public Works Facility 909 Golf Course Road Monticello, MN 55362 Prairie Center Building — lower level 118 6"' Street W Monticello, MN 55362 Page 3 of 8 Cleaning services to be performed during afterhours ranging from 5 p.m. to 8 a.m. as necessary. The exact schedule of service hours is flexible; however, it must fall within the provided time window. The Contractor is responsible to provide monthly cleaning inspections and progress reports. Section 3: Contract Terms and Conditions Term Request for Proposals Janitorial Sen=ices -------------------------- Page 4 of 8 The term of the contract shall be (3) years, commencing January 2022 to Januan' 2025. Either party may terminate this agreement with a written 90 -day notice. Supervision and Labor All employees to pass a pre-employment State and National Criminal Background Check and Sex Offender Check prior to working in any City of Monticello facility. The Contractor shall provide a competent supervisor/ account manager to manage employees and provide supervision to staff. Contractor shall promptly remove from the premises any employee whose work or conduct is not satisfactory to City staff. All contractors should be aware that this project is highly visible, and a partner that represents constant professionalism, consistent deliverables, exceeding services is desired. The supervisor/account manager shall be the main point of communication between the City of Monticello and Contractor in relation to day-to-day activities. Use of Site Facilities may be in use during the time of the services. Contractor shall not interfere with the use of the site or facilities. Vehicles and trailers shall be parked where they don't impede traffic. All necessary safety precautions are to be observed when Contractor's personnel are working on the sites. All areas of the site immediately surrounding the work area shall be protected to minimize the risk to others who maybe using the site at the same time. Flying debris and hazards are to be minimized whenever possible. Insurance The Contractor shall secure and maintain such insurance as will protect the Contractor from claims under the Workers Compensation Acts, automobile liability, and from claims for bodily injury, death, or property damage which may arise from the performance of services under this Agreement. Such insurance shall be written for amounts not less than: 1. Commercial General Liability 2. Automobile Liability 3. Excess/Umbrella Liability $1,000,000 each occurrence/aggregate $1,000,000 combined single limit $2,000,000 each occurrence/aggregate The City shall be named as an additional insured on the general liability and umbrella policies. Before commencing work the Contractor shall provide the City a certificate of insurance evidencing the required insurance coverage in a form acceptable to the City. The certificate shall provide that such insurance cannot be cancelled until thirty (30) days after the City has received written notice of the insurer's intention to cancel this insurance. Compensation. Request for Proposals Janitorial Services -------------------------- Page 5 of 8 The Contractor shall be paid by the City for their services as described in their proposal monthly in accordance with the proposal. Independent Contractor The City hereby retains the Contractor as an independent contractor upon the terms and conditions set forth in this Agreement. The Contractor is not an employee of the City and is free to contract with other entities as provided herein. The Contractor shall be responsible for selecting the means and methods of performing the work. The Contractor shall be exclusively responsible under this proposal for the Contractors own FICA payments, workers compensation payments, unemployment compensation payments, withholding amounts, and/or self-employment taxes if any such payments, amounts, or taxes are required to be paid by law or regulation. CITY OF &R PROPOSAL FORM SUBMITTED BY: r J V^F- Company: � n Address: 6 ,� ? rA UN V, Street ` City State Zip �'"� Company Representative: We- Uz' ,r Email: Q!C p C e0.V\ vj n — C4 MCN I •C� Phone No: 2 2 -+— 6 Z0 Fax No.: SUBMITTED TO: Jerry Hanson, Facilities Maintenance Supervisor 505 Walnut Street, Suite 1 Monticello, MN 55362 FOR: Janitorial Services PRICES: Base Bid Monticello Community Center- Base Bid Items Head End Building Prairie Center Building — Upper level Great River Regional Library Total Base Bid Alternate Bid Monticello Community Center- Alternate Bid Items Parks Building Senior Center Monticello City Hall Hi -Way Liquors Monticello Fire Station Monthly Fee Monthly Fee d. 00 5 LiS 0 0 O q 1-16 Cl . 0O c). 00 Request for Proposals Janitorial Serc-ices -------------------------- Public Works Facility Prairie Center Building — lower level Total Alternate Bid Addendum Acknowledgement Addendum #_ Addendum #_ Addendum #_ Page 7 of 8 b Ct -45. 0Q, S A sn. Q .6-5S.QQ In submitting this bid, it is understood the right is reserved by the Owner to reject any and all proposals and it is agreed this proposal may not be withdrawn for a period of 30 days after date of filing same. All Addenda shall become part of the proposal and the work, and shall be acknowledged above in the spaces provided. If a Corporation, what is the State of Incorporation: If a Partnership, state full name of all co-partners: FIRM NAME: Authorized Signature: Printed Name: Title: lV1c% I,, -,CA e- D ate: Q CA Q'r` VC cur 12-- 0 Z— 2 Exhibit A BASE BID FACILITIES Monticello Community Center — excluding Suites 1, 2 and 3 505 Walnut Street Monticello, MN 55362 (Approximately 73,000 sf) Monday through Saturday (Memorial Day through Labor Day) I If W p k f Monday through Sunday (Labor Day through Memorial Day) 'j g acs Entr vmays: _ Empty trash, replace soiled liners and wipe spills from the waste baskets & clean lids Clean glass doors Sweep and mop hard surface floors Vacuum rugs Poolside Party Room: MCC Staff - Alternate Bid Clean and sanitize any surfaces needed Vacuum Carpet Front Desk: MCC Staff - Alternate Bid 'S -ZOO - o Q Empty trash, replace soiled liners and wipe spills from the waste baskets Sweep and mop hard surface floor Check/fill dispensers: soap, paper towels Romp and Stomp Child Care and The Warehouse: Empty trash and diaper receptacle, replace soiled liners and wipe spills from the waste baskets & clean lids Clean and sanitize all flat services Sanitize Changing Stations Sweep and mop or vacuum all floor surfaces Spot clean glass Clean toilet, sink, mirror, & walls Check/fill dispensers: soap, toilet paper, paper towels Main Lobby Restrooms: IM Empty trash, replace soiled liners and wipe spills from the waste baskets Clean mirrors, sinks, counters, dispensers, and walls Check/fill dispensers: soap, toilet paper, paper towels Sanitize the toilets Sweep/Mop Floors Sanitize Changing Stations Clean and sanitize drinking fountains Boom Island. Bridge Room and Mississippi Room: MCC Staff - Alternate Bid Empty trash, replace soiled liners and wipe spills from the waste baskets & clean lids Clean and sanitize all flat surfaces Sweep and mop or vacuum all floor surfaces Spot clean glass 11 Page Check/fill dispenser: soap, paper towels sfr Catering/Guard Kitchen and Back Hallways: MCC Staff — Alternate Bid ?0 • `' o Empty trash, replace soiled liners and wipe spills from the waste baskets & clean lids Sweep and mop hard surface areas Clean and sanitize all flat surfaces and polish stainless steel Check/fill paper towel and soap dispensers Main Lobes: Empty trash, replace soiled liners and wipe spills from the waste baskets & clean lids: MCC Staff — Alternate Bid Clean and sanitize all flat surfaces Sweep and mop hard surface areas Vacuum rugs Spot clean glass Vacuum & Wipe the inner elevator walls with stainless steel polish. Carpeted Hallway and Office: MCC Staff—Alternate Bid Empty trash, replace soiled liners and wipe spills from the waste baskets Clean and sanitize all flat surfaces Spot clean glass Vacuum all carpeted area Pool Deck/Locker Rooms: Empty trash, replace soiled liners and wipe spills from the waste baskets Clean and sanitize all flat surfaces Sweep and mop hard surface areas Vacuum rugs Spot clean glass Empty sanitary napkin receptacle Check/fill dispensers: soap, toilet paper, paper towels Clean mirror, sink, and walls Clean toilet and urinals Sweep and mop floors, clean shower drains and shower mats Bleach all floors daily Sanitize Changing Stations Fitness Area: MCC Staff — Alternate Bid ' Empty trash, replace soiled liners and wipe spills from the waste baskets Clean and sanitize all flat surfaces Sweep and mop hard surface areas Vacuum rugs Spot clean glass Clean and sanitize drinking fountain Check/fill wet wipe dispensers Gym: MCC staff - Alternate Bid 5 ' Q. 0 Empty trash, replace soiled liners and wipe spills from the waste baskets Clean and sanitize all flat surfaces Clean door frames and spot clean walls Sweep and mop gym floor using floor machine As Needed: MCC Staff - Alternate Bid 2-00 • O Detail floor corners and crevices using a backpack vacuum and a crevice tool: Base Bid Wipe chair bottoms Detail (scour) sinks and toilets urinals, drinking fountains eliminating hard water rings and stains Shampoo carpets in meeting room hallway, Mississippi Room, Poolside Party Room & Childcare, when needed. Vacuum and mop underneath Romp'n Stomp play structure Z Clean all windows out of daily reach as needed or once a month — 3 1 P a g e Head End Building 3698 School Boulevard Monticello, MN 55362 (Approx_1500 sf) Tuesdays and Friday Restroom Clean/disinfect mirror, sink, dispensers, and walls. Disinfect entire toilet Check/fill dispensers Empty trash, replace soiled liners and wipe spills from the waste baskets Sweep and mop the floors (including behind the toilets) Break Room Empty trash, replace soiled liners and wipe spills from the waste baskets Sweep and mop floor Wipe sink and counter Wipe spills/stains from walls Main Area Vacuum rugs Empty trash, replace soiled liners and wipe spills from the waste baskets Sweep and mop hallways and offices As Needed Wipe chair bottoms Detail floor corners and crevices using a crevice tool Detail (scour) sinks and toilets eliminating hart water rings and stains 4 1 P a g e Prairie Center Building Upper Level and Lower -Level Common Areas 118-6 Ih Street West Monticello, MN SS362 (Approximate1 1800 sf) Tuesdays and Fridays Commons and FiberNet Vacuum FiberNet offices Wipe entry glass and entryway doors Empty trash, replace soiled liners and wipe spills from the waste baskets Clean and sanitize all flat surfaces Sweep and mop tile entry Vacuum all carpeted areas (including hallways, stairs, elevator, and entry rugs) Clean drinking fountains (if applicable) Wipe the inner elevator walls with stainless steel polish Clean lower level entry common area Tuesday's only. Restroom Empty trash, replace soiled liners and wipe spills from the waste baskets Check/fill dispenses Clean mirrors, sinks, counter, walls, and dispensers Disinfect entire toilet Sweep and mop floors Clean lower level restroom Tuesday's only_ As Needed Squeegee entry way glass Detail (scour) sinks and toilets eliminating hard water rings and stains Detail carpeted and hard floor surface corners and crevices using a crevice tool Wipe chair bottoms 51 Page Great River Regional Library 200 — 6"' Street West Monticello, MN 55362 (Approximately 2100 sf) Monday through Saturday Main Area Empty trash, replace soiled liners and wipe spills from the waste baskets Clean and sanitize all flat surfaces Vacuum all carpeted areas Sweep and mop hard surface areas Break Room Empty trash, replace soiled liners and wipe spills from the waste baskets Clean sink and counter Sweep and mop floors Sweep and mop halls Bathrooms Empty trash, replace soiled liners and wipe spills from the waste basket Empty sanitary napkin dispenser Empty diaper receptacles Check/fill dispensers Clean mirror, sink, and walls Clean toilets and urinals Sweep and mop floors As Needed Detail floors corners and crevices using a backpack vacuum and a crevice tool Wipe chair bottoms Squeegee glass entry Detail (scour) sinks and toilets eliminating hard water rings and stains 61 Page Parks Building 303 — 61h Street West Monticello, MN 55362 Parks Staff —Alternate Bid Tuesdays and Fridays Main Area: Empty trash, replace soiled liners and wipe spills from the waste baskets Clean and sanitize all flat surfaces Sweep and mop hard surface areas Vacuum rugs Spot clean glass Restroom/Locker Rooms: Empty trash, replace soiled liners and wipe spills from the waste baskets Empty sanitary napkin dispenser Check/fill dispensers Clean mirror, sink, and walls Clean toilets and urinals Sweep and mop floors 71 Page Senior Center 505 Walnut Street, Suite 3 Monticello, MN 55352 MCC Staff — Alternate Bid Monday's & Thursday's Restroom Empty trash, replace soiled liners and wipe spills from the waste baskets Check/fill dispensers Clean mirrors, sink, walls, and dispensers Disinfect entire toilet Sweep and mop floors Pottery Room Empty trash, replace soiled liners and wipe spills from the waste baskets Sweep and mop floors Main Area Empty trash, replace soiled liners and wipe spills from the waste baskets Clean and sanitize all flat surfaces Vacuum all carpeted floors including Pam's office and reception area Mop tile floor (aware to mop under the garbage by the coffee) As Needed Detail (scour) sinks and toilets eliminating hard water rings and stains Detail carpeted and hard floor surface corners and crevices using crevice tool Wipe chair bottoms 81 Page Monticello City Hall 505 Walnut Street, Suite 1 Monticello, MN 55362 (Approximately 10,000 sf) MCC Staff — Alternate Bid Tuesdays and Friday Main Area Offices Conference Rooms: Empty trash, replace soiled liners and wipe spills from the waste baskets Empty recyclables Clean and sanitize all flat surfaces Clean entry windows/ doors Vacuum all carpeted areas Clean tables and countertops in conference rooms Clean main lobby counter, safety glass, and partitions. Break Room: Empty trash, replace soiled liners and wipe spills from the waste baskets Sweep and mop floor Wipe sink and counter Wipe down table Wipe the face of the cabinets Vacuum all carpeted area Check/ fill dispensers As Needed: Detail floor corners and crevices using a backpack vacuum and a crevice tool Wipe chair bottoms Wipe spills/stains from walls 9 1 P a g e Hi -Way Liquors 511 Pine Street Monticello, MN 55362 Alternate Bid Monday, Wednesday, Friday Main Area & Break Room Empty trash, replace soiled liners and wipe spills from the waste baskets Clean and sanitize all flat surfaces Sweep and mop hard surface areas Vacuum rugs Spot clean glass Restrooms Empty trash, replace soiled liners and wipe spills from the waste baskets Empty sanitary napkin receptacle Empty diaper receptacle Check/Fill dispensers Clean mirror, sink, and walls Clean toilets and urinals Sweep and mop floors 101 Page Monticello Fire Station 103 Chelsea Road Monticello, MN 55362 Alternate Bid One day a week Main Area and Offices Empty trash, replace soiled liners and wipe spills from the waste baskets Clean and sanitize all flat surfaces Sweep and mop hard surface areas Vacuum rugs Spot clean glass Restroom Empty trash, replace soiled liners and wipe spills from the waste baskets Empty sanitary napkin receptacle Empty diaper receptacle Check/fill dispensers Clean mirror, sink, and walls Clean toilets and urinals Sweep and mop floors 111Fage Public Works Facility 909 Golf Course Road Monticello, MN 55362 Alternate Bid Tuesday and Friday (spring, summer, fall) Monday, Wednesday, Friday (winter) Main Areas Empty trash, replace soiled liners and wipe spills from the waste baskets Clean and sanitize all flat surfaces Sweep and mop hard surface areas Vacuum rugs Spot clean glass Restrooms Locker Rooms Empty trash, replace soiled liners and wipe spills from the waste baskets Check/fill dispensers Clean mirror, sink, and walls Clean toilets and urinals Sweep and mop floors 121 Page Prairie Center Building - Lower Level DMV 118 — 611' Street West Monticello, MN 55362 Alternate Bid Monday, Wednesday, Friday Main Area Empty trash, replace soiled liners and wipe spills from the waste baskets Empty recyclables Clean and sanitize all flat surfaces Sweep and mop hard surface areas Vacuum rugs Spot clean glass Wipe entry glass and entryway doors Break Room Empty trash, replace soiled liners and wipe spills from the waste baskets Sweep and mop floor Wipe sink and counter Wipe down table Wipe the face of the cabinets Vacuum all carpeted area Check/ fill dispensers Restroom Empty trash, replace soiled liners and wipe spills from the waste baskets Empty sanitary napkin receptacle Empty diaper receptacle Check/fill dispensers Clean mirror, sink, and walls Clean toilets and urinals Sweep and mop floors 131Page City Council Agenda: 12/13/2021 2W. Consideration to approve an Amendment to Conditional Use Permit for a Planned Unit Development for a Retail Building Expansion in the Central Community District (CCD) Applicant: JR & R II LLC (Runnings Supply, Inc.) Prepared by: Meeting Date: ❑ Regular Agenda Item NAC, Community Development Director 12/13/2021 ® Consent Agenda Item Reviewed by: Approved by: Chief Building Official, Fire Marshal, City Administrator Project Engineer, Community & Economic Development Coordinator ACTION REQUESTED Motion to approve the amendment to Conditional Use Permit for Planned Unit Development for a retail building addition in the CCD, subject to the conditions in Exhibit Z, based on findings in Resolution No. PC 2021-046. The Planning Commission recommended the amendment to CUP for PUD unanimously, based on findings in said resolution and subject to the Conditions in Exhibit Z. REFERENCE AND BACKGROUND Property: Legal Descriptions: Lot 2, Block 1, Kirkman Addition and Outlot C, Kirkman Addition PID's: 155068001020 & 155068000030 Address: 300 West 7t" Street Planning Case Number: 2021-046 Request(s): Planned Unit Development Amendment to allow an addition to a retail building in a CCD, Central Community District. Deadline for Decision: January 7, 2022 (60 -day deadline) March 8, 2022 (120 -day deadline) Land Use Designation: Regional Commercial Zoning Designation: CCD, Central Community, General CCD Sub -District The purpose of the CCD, Central Community District, is to provide for a wide variety of land uses, transportation options, and public activities in the downtown Monticello area, and particularly to City Council Agenda: 12/13/2021 implement the goals, objectives, and specific directives of the Comprehensive Plan, and in particular, the 2017 Downtown Monticello "Small Area Plan" Comprehensive Plan Amendment and its design and performance standards. The Zoning Map detail below illustrates the location of the two parcels of land which comprises the Runnings retail store site. q4 Overlays/Environmental Regulations Applicable: Freestanding Sign Overlay District Current Site Use: Retail store which offers home and farm supplies as well as recreational equipment; outdoor sales and display. Surrounding Land Uses: North: Commercial and Multi -Family Residential East: Grocery Store (Cub Foods) South: Interstate 94 West: Vacant Commercial Project Description: Runnings Supply, Inc. is proposing to construct a 13,962 square foot building addition on the west side of their existing 90,133 square foot retail store. Including the proposed building expansion, the building would measure 104,095 square feet in size. The building expansion is proposed in an area of the site City Council Agenda: 12/13/2021 presently devoted to outside storage. As a result, the size of the outdoor storage area is proposed to be reduced from 17,850 square feet to 14,850 square feet. Additionally, the proposed building expansion would result in the loss of 18 off-street parking spaces. ANALYSIS Planned Unit Development Amendment. In this case, the purpose of the PUD amendment is to accommodate a proposed expansion to the of the Runnings retail building located at 300 West 7th Street. The Planned Unit Development originated under a conditional use permit with the original site development including cross parking and access. Site Access and Circulation. No changes to site access have been proposed. The expanded retail building would continue to be accessed from the north via two entrances along 7th Street West. As a result of the proposed building expansion, a relatively minor change in site circulation is proposed. To accommodate semi -truck maneuvers around the proposed building addition, it will be necessary to remove 18 parking spaces located in the northwest corner of the site. The Fire Department staff have noted that changes will be required to demonstrate that the City's fire apparatus can follow the same path for firefighting access to the rear (southwest) corner of the site. As a part of this change, the access road will need to be expanded from the illustrated 20 feet to a minimum of 24 feet in width, and an additional hydrant on the north side of the building will be necessary. These and other related changes are a requirement of the City's fire code and operations. While the site plan notes that 18 stalls are to be removed, staff recommends that the site plan be modified to illustrate the intended design of the parking area with the removal of the 18 referenced stalls. As now shown, the dead-end aisle design is not revised, and creates an issue for parking access to the westerly rank of parking stalls. Off -Street Parking. As indicated, the applicant is proposing to remove 18 existing off-street parking stalls. In consideration of the proposed building expansion, it is important to determine whether an adequate amount of parking will remain on the site. A total of 354 off-street parking spaces presently exist on the site. With the elimination of 18 stalls, a total of 336 spaces will remain. According to the Zoning Ordinance, retail uses within CCD zoning districts must provide at least one off-street space per 350 square feet of floor space. In this regard, the proposed 104,095 square foot building must provide a minimum of 298 spaces. Thus, an adequate off-street parking supply will still exist following removal of the 18 spaces. City Council Agenda: 12/13/2021 Also, to be recognized is that the Runnings store is party to a cross access and parking agreement with the adjacent Cub Foods grocery store (in the event overflow parking becomes necessary). Outdoor Sales & Display/Fencing. The applicant has indicated that the existing outdoor sales and display area on the site is to be slightly reconfigured and reduced in size from 17,850 square feet (70' x 225') to 14,850 square feet (45' x 330'). The Zoning Ordinance allows a maximum of 5% of the gross principle use floor area in outdoor sales and display as an accessory use. Additional area may be accommodated by CUP. Therefore, the continued sales and display area would be a considered a component of the amendment consideration. The applicant has further indicated that the outdoor sales and display area will be secured via 100 percent opaque PVC fencing on the north, south and west sides, and a vinyl -coated chain- link fence on the east side. In consideration of the configuration change, some concerns exist related to the visibility and appearance of the outdoor sales area. Whereas the existing outdoor sales area is located south of (or behind) the front building line of the store, the reconfigured sales and display area will extend 90 feet north of the front building line and be visible to store customers. To minimize the visual impacts of the outdoor sales area, the following are recommended as conditions of PUD amendment approval: 1. For the portion of the outdoor sales area which extends north of the front building line of the store, decorative fencing, the type of which is found to be acceptable to the City, be provided. In this regard, a wrought iron -like fence, like that erected by Walmart for their storage area adjacent to School Boulevard, would be considered appropriate. Runnings has also previously had a rotating outdoor display area located within the parking stalls fronting 7th Street. The current site plan does not detail that area. If the applicant intends to continue use of that area, the applicant is required to define that sales and display area, limiting the display area consistent with code allowances. The sales and display area may not reduce the required amount of parking (298 spaces). Landscaping. No changes to site landscaping have been proposed as part of the PUD amendment application. With the building addition, the applicant will be required to provide additional landscaping for the additional building perimeter, per code requirements. Maximum Height. Within CCD zoning Districts, a minimum principal building height of 18 feet and maximum principal building height of 50 feet is required. Greater structure heights are however, allowed by conditional use permit or as part of PUD amendment processing. The submitted building elevations illustrate a proposed building addition height of 15' - 8 which is well -within the maximum height requirement of the Ordinance, but less than the minimum City Council Agenda: 12/13/2021 18 -foot height requirement. While the proposed building addition height is less than the minimum requirement imposed in the CCD District, Staff feels such addition is compatible with the existing structure (which measures approximately 23 feet in height). Therefore, as a condition of PUD amendment approval, it is recommended that the height of the building addition be acknowledged is being acceptable (via the flexibility granted via PUD processing). Finish Materials. According to the Ordinance, buildings in CCD Districts must adhere to the following material requirements, per Section 3.5(G).2: Building materials for all uses shall be predominantly glass, brick, natural or cultured stone, or equivalent masonry material. Materials for lapped siding, board -and -batten, or shake exteriors shall be composite, maintenance free materials, and shall be limited in overall exterior use to: • Residential structures, no more than 30 percent of building exterior. • Commercial and other structures, no more than 15 percent of building exterior may be comprised of architectural metal, which shall be integrated into the building design. • Mixed use buildings shall comply with the commercial building requirements. According to the submitted building elevations, the proposed building addition is to be finished in concrete masonry units (CMU's) and will be painted to match the existing structure. In this regard, the building addition satisfies the building material requirements of the Ordinance. Lighting. The applicant has indicated that no changes to existing site lighting are planned. Trash/Recycling. Neither the submitted site survey or site plan depict a trash handling/recycling location. In this regard, no changes to existing trash/recycling handling activities are anticipated. This should, however, be confirmed by the applicant. Signage. The applicant has suggested that no new signage will accompany the proposed building addition. Grading, Drainage and Utilities. The applicant has indicated the no changes to the existing amount of impervious service area is proposed. If any drainage issues/concerns presently exist on the site, the planned unit development amendment process does provide the City with an opportunity to address such issues. Issues related to site grading, drainage and utilities should be subject to comment and recommendation by the City Engineer. Budget Impact: The applicant has submitted a fee and escrow to cover the expenses associated with the request. II. Staff Workload Impact: Limited to review and preparation of the staff reports. City Council Agenda: 12/13/2021 III. Comprehensive Plan Impact: Per report. PLANNING COMMISSION REVIEW AND RECOMMENDATION The Planning Commission reviewed the request for Conditional Use Permit amendment and held a public hearing on the item on December 7, 2021. The Commission confirmed the location of parking being removed for the proposed expansion and the necessary changes to the proposed outdoor storage area. Commissioners also clarified that additional landscaping for only the added perimeter would be required and that there is flexibility of the location of the landscaping. During the public hearing, Jack Grausam, representative for Runnings, addressed the Commission. He indicated that there is an existing hydrant behind the store and asked if the secondary hydrant recommended by the Fire Marshal would still be required. He noted all other conditions are with the civil engineer to address. Staff clarified that there is a hydrant in the southwest corner of the site and one nearer the CUB building. The concern was coverage. The Fire Marshal will need to work with the applicant on the location, which was anticipated to be located in the front area of the building. No other public was present to address the Commission on the request. Following the hearing and discussion, the Planning Commission recommended approval of the Conditional Use Permit unanimously. STAFF RECOMMENDED ACTION City Staff recommends approval of the Planned Unit Development Amendment, as proposed by the applicant at 300 West 7t" Street, subject to the conditions listed in Exhibit Z. SUPPORTING DATA A. Resolution 2021-046, Planned Unit Development Amendment B. Aerial Image C. Applicant Narrative D. Site Survey—Existing Conditions E. Site Survey—Proposed Expansion F. Building Elevations G. Monticello Zoning Ordinance, Excerpts Z. Conditions of Approval CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2021-046 RECOMMENDING APPROVAL OF AN AMENDMENT TO THE CONDITIONAL USE PERMIT PLANNED UNIT DEVELOPMENT FOR AN EXPANSION TO THE RUNNINGS RETAIL FACILITY REVISING THE SITE AND BUILDING IMPROVEMENTS ON THE SUBJECT PARCEL IN THE CCD ZONING DISTRICT PID: 155-068-001020 & 155-068-000030 WHEREAS, the applicant has submitted a request to construct an expansion of the current commercial building for the applicant's retail business; and WHEREAS, the site is zoned CCD, Central Community District, and is subject to a previously approved Planned Unit Development; and WHEREAS, the proposed use and development are consistent with the Comprehensive Land Use Plan designation of Regional Commercial for the area; and WHEREAS, the applicant is seeking the amendment to accommodate a revised building and site layout; and WHEREAS, the applicant has provided materials otherwise documenting compliance with the terms of the applicable zoning regulations and consistent with existing improvements; and WHEREAS, the uses are consistent with the intent and purpose of the CCD zoning district; and WHEREAS, the uses will not create any unanticipated changes to the demand for public services on or around the site; and WHEREAS, the Planning Commission held a public hearing on December 7th, 2021 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2021-046 1. The proposed uses are consistent with the intent and purpose of the CCD, Central Community Zoning District. 2. The proposed uses are consistent with the existing and future land uses in the area in which they are located. 3. The impacts of the improvements are those anticipated by the existing and future land uses and are addressed through standard review and ordinances as adopted. 4. The proposed expansion of the building and change to storage area meets the intent and requirements of the applicable zoning regulations, subject to the flexibility granted under the PUD and the conditions attached to this PUD Amendment resolution. 5. Impacts on public utilities or other services, primarily firefighting access, are addressed as a result of the proposed amendment and the conditions cited herein. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the Planned Unit Development amendment for an expansion to the existing building and related necessary site improvements, subject to the conditions listed in Exhibit Z as follows: 1. The site plan shall be modified to illustrate the intended design of the parking area with the removal of the 18 referenced stalls and the possible addition of a row -end parking island. 2. The applicant shall confirm on their site plan all locations of intended outdoor display and sales area, which shall not exceed code allowances of 30% of the floor area and shall not reduce the minimum amount of required parking on the site. 3. The proposed fire lane shall be subject to review and approval by the Fire Marshal. At minimum, widening of the lane is required to 24 feet, and turning movement/access for City fire apparatus is demonstrated. An additional hydrant will be required along the north side of the building, and other requirements of the City's fire officials are addressed. 4. Fencing around the west perimeter of the outdoor storage area shall match the existing opaque materials. 5. For the portion of the outdoor storage area which extends north of the front building line of the store, decorative fencing as noted in this report (similar to that utilized by Walmart as example) shall be provided. 6. The height of the building addition (15' - 8") is acknowledged as being acceptable (via the flexibility granted via PUD processing). 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2021-046 7. The applicant will be required to provide additional landscaping for the additional building perimeter, per code requirements. S. The applicant shall confirm that no changes to existing trash/recycling handling activities are anticipated. 9. No new site signage is included with this project. 10. Issues related to site grading, drainage and utilities shall be subject to comment and recommendation by the City Engineer. ADOPTED this 7t" day of December, 2021 by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION By: � Paul Konsor, Chair ATTEST: Angela Sc101an, , Communi Development Director 3 Request for Amendment to Conditional Use Permit for a Planned Unit Development LOT 2, BLOCK 1 AND OUTLOT C, KI RKMAN ADDITION 1 155068001020, 155068000030 1 300 7th St W Created by: City of Monticello Project Summary - PUD Amendment Your Home, Farm & Outdoor Store Running Supply, Inc.(JR&R II, LLC) is proposing to construct a 13,962 square foot building Addition on the west side of their existing retail store. This addition will cause for the reconfigure of the existing 17,850 sq ft (70'x225') Secured Outdoor Storage Area. The proposed storage area would be narrowed from 70' to 45' wide and lengthened from 225' to 330' reducing the outside secured storage to 14,850 Sq ft. Fencing will match the existing Vinyl Coated Chainlink on the East side of the storage area and 100% Opaque PVC Fence on the South, North and West Sides. The reconfiguration of the storage area will cause for the loss of 18 parking spaces. Currently on the subject property there are 354 parking spaces and this proposal would reduce the number to 336. Off-street parking required for the gross floor area of the existing building and the addition is 297 parking spaces. Runnings has in the past and wishes to continue to apply for an annual permit for an outdoor greenhouse and retails sales during the summer months. According to store sales, the busiest store hours are on Fridays between 2:00 pm and 7:00 pm. A vehicle count using the outside cameras yielded 48 parking spaces used. Saturdays at noon in the other busiest time which shows 60 parking spaces used. Store employees on any given day are between 20 to 25. The building addition is expected to increase shoppers by 10% to 15%. Using this information, the store would require a minimum of 97 parking spaces. Based on the remaining number of spaces (354) and the fact that there is a cross access and parking agreement with the Cub Foods property, Runnings feels that there are more than enough spaces to accommodate traffic for the retail store. The project will also delineate a Fire Lane on the West Side of the Addition with the parking lot and exterior lighting to the north of the existing retail store to remain as -is, with plans to potentially resurface the lot with this project. There will be no new impervious surface created. The location of the proposed addition is currently surface with concrete and a smaller building addition that will be demolished. There will be no changes to the landscaping plan. There will be no changes to the site utility plan. Thank you for your consideration Respectfully, Chad Weyh, Construction/Maintenance Manager 901 N. Highway 59 • Marshall, MN 56258.507-532-9566 • www.runnings com DRAINAGE AND — — UTILITY EASEMENT <<- • N73 � 35 CN R, 3° °° D—$• 3 ' 21 LL/ 6 /iL n n I I OR EL C F, �=195.19 DRAINAGE AND — — UTILITY EASEMENT SITE SURVEY EXISTING CONDITIONS S 89.56'55"W 296.67 EX ST NIS BU U NIS (REFERRED TO AS K—MART BUILDING" IN DECLARATION OF RECIPROCAL EASEMENTS, DOC. NO. 470483) n N TW b DRAINAGE AND — I O UTILITY EASEMENT I Z 6 20 �� 8 S 89037'19" E 18.00 FI nT / i L_ i dao N PLAN 0 20 40 80 SCALE IN FEET w what's 13MO 11. Call b*ftyou III g PROPERTY DESCRIPTION LOT 2, BLOCK 1 AND OUTLOT C, KIRKMAN ADDITION, ACCORDING TO THE PLAT OF RECORD AND ON FILE IN THE REGISTRAR OF DEEDS OFFICE IN AND FOR WRIGHT COUNTY, MINNESOTA. BENCHMARK ELEVATION = 936.80 TOP NUT HYDRANT AT NE QUADRANT OF 7TH ST AND LOCUST 6Bearings are Referenced to "Grid North" of the NAD83 /,'' N 64.05'07" W Wright County Coordinate System (1996 Adj.) 2.14 O LEGEND CIO o�\ O Denotes a placed 1/2 Inch x 15 Inch Rebar Ln with a Plastic Cap Stamped 42302 • Denotes Found Iron Monument Jn T Unless Otherwise Noted Li L _ U (AZ 89-0529- 890.95) Denotes Record Distance and/or Direction o' 00 L,L__��r Lq N 89.37' 19" W LO 40.00 - I I w Ld I L O O low I u7 v v v << < �> W 3 (1 v I f A v DRAINAGE AND — — 6 O UTILITY EASEMENT / i \ DRAINAGE AND — Z EASEMENT FOR STORM WATER PONDING _ _ — — — UTILITY EASEMENT 6 — i AND STORM DRAIN PER DOC. NO. 528880 — S 79.48,38» E 17902 7,3„ N 77. 4 7 DRAINAGE AND — — UTILITY EASEMENT A=22.23'46" R=854.93 L=334.18 lI v I �_I I �—� i C- FI F� v v —� i vUo S'`t g�pce 194 o tv 1t� I C E * CO 4v M E D I N architects ,, inc rRIDGELINE G R O U P ENGINEERS I PLANNERS I SURVEYORS 30692 HIGHWAY 58 BLVD RED WING, MN 55066 (651) 764-9521 I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. MARK A SCHOENFELDER DATE November 15, 2021 Up. NO. 42302 ENIIIIIIIIIIIII O u O rT1 V 1 l O M PROJECT #: 621040 DRAWN BY: MAS CHECKED BY: MAS PRELIM DATE: BID SET DATE: PERMIT SET DATE: REVISION: PRINTED: SITE SURVEY C2,00 � 0 D OR EL C F, �=195.19 DRAINAGE AND — — UTILITY EASEMENT SITE SURVEY EXISTING CONDITIONS S 89.56'55"W 296.67 EX ST NIS BU U NIS (REFERRED TO AS K—MART BUILDING" IN DECLARATION OF RECIPROCAL EASEMENTS, DOC. NO. 470483) n N TW b DRAINAGE AND — I O UTILITY EASEMENT I Z 6 20 �� 8 S 89037'19" E 18.00 FI nT / i L_ i dao N PLAN 0 20 40 80 SCALE IN FEET w what's 13MO 11. Call b*ftyou III g PROPERTY DESCRIPTION LOT 2, BLOCK 1 AND OUTLOT C, KIRKMAN ADDITION, ACCORDING TO THE PLAT OF RECORD AND ON FILE IN THE REGISTRAR OF DEEDS OFFICE IN AND FOR WRIGHT COUNTY, MINNESOTA. BENCHMARK ELEVATION = 936.80 TOP NUT HYDRANT AT NE QUADRANT OF 7TH ST AND LOCUST 6Bearings are Referenced to "Grid North" of the NAD83 /,'' N 64.05'07" W Wright County Coordinate System (1996 Adj.) 2.14 O LEGEND CIO o�\ O Denotes a placed 1/2 Inch x 15 Inch Rebar Ln with a Plastic Cap Stamped 42302 • Denotes Found Iron Monument Jn T Unless Otherwise Noted Li L _ U (AZ 89-0529- 890.95) Denotes Record Distance and/or Direction o' 00 L,L__��r Lq N 89.37' 19" W LO 40.00 - I I w Ld I L O O low I u7 v v v << < �> W 3 (1 v I f A v DRAINAGE AND — — 6 O UTILITY EASEMENT / i \ DRAINAGE AND — Z EASEMENT FOR STORM WATER PONDING _ _ — — — UTILITY EASEMENT 6 — i AND STORM DRAIN PER DOC. NO. 528880 — S 79.48,38» E 17902 7,3„ N 77. 4 7 DRAINAGE AND — — UTILITY EASEMENT A=22.23'46" R=854.93 L=334.18 lI v I �_I I �—� i C- FI F� v v —� i vUo S'`t g�pce 194 o tv 1t� I C E * CO 4v M E D I N architects ,, inc rRIDGELINE G R O U P ENGINEERS I PLANNERS I SURVEYORS 30692 HIGHWAY 58 BLVD RED WING, MN 55066 (651) 764-9521 I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. MARK A SCHOENFELDER DATE November 15, 2021 Up. NO. 42302 ENIIIIIIIIIIIII O u O rT1 V 1 l O M PROJECT #: 621040 DRAWN BY: MAS CHECKED BY: MAS PRELIM DATE: BID SET DATE: PERMIT SET DATE: REVISION: PRINTED: SITE SURVEY C2,00 « =a• 35 �L LL L 6 L 18 r 17 �I 3 I �I I � n I— DRAINAGE AND — — REM VE UTILITY EASEMENT © I I 18 PAF KING 1 I SPA ES 1 I 4 0 2 f 4 I I I � I I I I I i 1 S I { 00 0 3 8 00 If'i �rJ� 00 N 777777777777 0 PROJECT SITE SUMMARY u76.2'— LLIJJ 00 ` I O W I CCD Central Community District Q o� � O O I II Sub -District Pine Street • n•Qt�tll Freeway Overlay District Gross Lot Area: 357,544 Sq. Ft. (8.21 Acres) co Parking: N 89'37' 19" W • Existing Floor Area 90,133 Sq. Ft. • '��/ • Building Addition Floor Area 13,962 Sq. Ft. 1 0 /� I 104,095 Sq. Ft. I , L I� 1 Space Per 350 Sq. Ft. of Floor Space 104,095/350 = 297 Parking Spaces Existing Parking on Property 0 (D)TRUCK DCC • A � L Proposed Parking 336 Spaces I LO PLANNED UNIT DEVELOPMENT AMMENDMENT RUNNINGS PROPOSED BUILDING ADDITION �=195.19 R=550.00 — b « � DRAINAGE AND — — UTILITY EASEMENT AR A OF ANS ERMIT FC SU MER RE SALES/GAR[ CENTER 1 SPACE 7TH STREET S 89°56'55"W 296.67 LOT AIN) T EX ST NG BU U NG (REFERRED TO AS X—MART BUILDING" IN DECLARATION (D / OF RECIPROCAL EASEMENTS, DOC. NO. 470483) OR EL I \ LL ti o m ®® 2 _ _ L 0 LO I I W J W O O J L� VV V ITING vG V < 1 — <-4 N w -- o(o DRAINAGE AND — I O UTILITY EASEMENT I Z 20 20 — S 89°37' 19" E $ 18.00 n1 �T / � N �0 — N 64'05'07" W 2.14 I I LO I /1 T -I <' L,L_��r \ KEY NOTES: O THICKENED EDGE CONCRETE O2 BOLLARD O REMOVE EXISTING FENCE ® FENCE (TO MATCH EXISTING) O RELOCATE SALT SHED © RELOCATED SALT SHED O REMOVALS IN BUILDING ADDITION AREA ® REMOVE BOLLARD PLAN 0 20 40 80 SCALE IN FEET ti w what's 11MO 11. Call b*ft you dig PROPERTY DESCRIPTION LOT 2, BLOCK 1 AND OUTLOT C, KIRKMAN ADDITION, ACCORDING TO THE PLAT OF RECORD AND ON FILE IN THE REGISTRAR OF DEEDS OFFICE IN AND FOR WRIGHT COUNTY, MINNESOTA. O 00 N 777777777777 0 PROJECT SITE SUMMARY Ln 00 O w J O W Zoning: CCD Central Community District Z O O W� P/J r Sub -District Pine Street 0 o a \ T EX ST NG BU U NG (REFERRED TO AS X—MART BUILDING" IN DECLARATION (D / OF RECIPROCAL EASEMENTS, DOC. NO. 470483) OR EL I \ LL ti o m ®® 2 _ _ L 0 LO I I W J W O O J L� VV V ITING vG V < 1 — <-4 N w -- o(o DRAINAGE AND — I O UTILITY EASEMENT I Z 20 20 — S 89°37' 19" E $ 18.00 n1 �T / � N �0 — N 64'05'07" W 2.14 I I LO I /1 T -I <' L,L_��r \ KEY NOTES: O THICKENED EDGE CONCRETE O2 BOLLARD O REMOVE EXISTING FENCE ® FENCE (TO MATCH EXISTING) O RELOCATE SALT SHED © RELOCATED SALT SHED O REMOVALS IN BUILDING ADDITION AREA ® REMOVE BOLLARD PLAN 0 20 40 80 SCALE IN FEET ti w what's 11MO 11. Call b*ft you dig PROPERTY DESCRIPTION LOT 2, BLOCK 1 AND OUTLOT C, KIRKMAN ADDITION, ACCORDING TO THE PLAT OF RECORD AND ON FILE IN THE REGISTRAR OF DEEDS OFFICE IN AND FOR WRIGHT COUNTY, MINNESOTA. 3 (1 VV A 04 DRAINAGE AND — — 6 UTILITY EASEMENT � \ \ � \ � i � / �— � Z EASEMENT FOR STORM WATER PONDING _ _ z i — _ _ — \ DRA ITY EASEMENT , 6 — i — AND STORM DRAIN PER DOC. NO. 528880 — 1;79-02 � — — — — �48 •� 3 �,E N-7-7* 4�'3 DRAINAGE AND --� UTILITY EASEMENT A=22°23'46" R=854.93 L=334.18 \ I -T- F-� A _TT- I II 11 A / A N I/1 /I II v i L_i i /—\ i L_ FI ��F� v v /—\ i vUo S'`t BENCHMARK ELEVATION = 936.80 TOP NUT HYDRANT AT NE QUADRANT OF 7TH ST AND LOCUST L Bearings are Referenced to "Grid North" of the NAD83 Wright County Coordinate System (1996 Adj.) LEGEND O Denotes a placed 1/2 Inch x 15 Inch Rebar with a Plastic Cap Stamped 42302 • Denotes Found Iron Monument Unless Otherwise Noted (AZ 89°0529" 890.95) Denotes Record Distance and/or Direction PROPERTY INFORMATION 300 7TH STREET MONTICELLO, MN 55362 PID(s) 155068001020 155068000030 OWNER INFORMATION JR&R II LLC 901 HIGHWAY 59 MARSHALL, MN 56258-2744 gipce 1949 0 tv CE M E D I N architects ,1 inc rRIDGELINE G R O U P ENGINEERS (t PLANNERS I SURVEYORS 30692 HIGHWAY 58 BLVD RED WING, MN 55066 (651) 764-9521 Ml - I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MARK A SCHOENFELDER DATE November 4. 2021 LIC. N0. 42302 O I� I� 0 I~� w 1� V1 w 0 � w � 0 M PROJECT #: 621040 DRAWN BY: MAS CHECKED BY: MAS PRELIM DATE: BID SET DATE: PERMIT SET DATE: REVISION: 11-30-21 PRINTED: SITE SURVEY C1.0 N PROJECT SITE SUMMARY N O O Zoning: CCD Central Community District Z Sub -District Pine Street \ Freeway Overlay District Gross Lot Area: 357,544 Sq. Ft. (8.21 Acres) Parking: N 89'37' 19" W 40'00 _ Existing Floor Area 90,133 Sq. Ft. Building Addition Floor Area 13,962 Sq. Ft. Total Floor Area 104,095 Sq. Ft. I , L Required Parking 1 Space Per 350 Sq. Ft. of Floor Space 104,095/350 = 297 Parking Spaces Existing Parking on Property 354 Spaces (D)TRUCK DCC `4- O L Proposed Parking 336 Spaces I LO v w 3 (1 VV A 04 DRAINAGE AND — — 6 UTILITY EASEMENT � \ \ � \ � i � / �— � Z EASEMENT FOR STORM WATER PONDING _ _ z i — _ _ — \ DRA ITY EASEMENT , 6 — i — AND STORM DRAIN PER DOC. NO. 528880 — 1;79-02 � — — — — �48 •� 3 �,E N-7-7* 4�'3 DRAINAGE AND --� UTILITY EASEMENT A=22°23'46" R=854.93 L=334.18 \ I -T- F-� A _TT- I II 11 A / A N I/1 /I II v i L_i i /—\ i L_ FI ��F� v v /—\ i vUo S'`t BENCHMARK ELEVATION = 936.80 TOP NUT HYDRANT AT NE QUADRANT OF 7TH ST AND LOCUST L Bearings are Referenced to "Grid North" of the NAD83 Wright County Coordinate System (1996 Adj.) LEGEND O Denotes a placed 1/2 Inch x 15 Inch Rebar with a Plastic Cap Stamped 42302 • Denotes Found Iron Monument Unless Otherwise Noted (AZ 89°0529" 890.95) Denotes Record Distance and/or Direction PROPERTY INFORMATION 300 7TH STREET MONTICELLO, MN 55362 PID(s) 155068001020 155068000030 OWNER INFORMATION JR&R II LLC 901 HIGHWAY 59 MARSHALL, MN 56258-2744 gipce 1949 0 tv CE M E D I N architects ,1 inc rRIDGELINE G R O U P ENGINEERS (t PLANNERS I SURVEYORS 30692 HIGHWAY 58 BLVD RED WING, MN 55066 (651) 764-9521 Ml - I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MARK A SCHOENFELDER DATE November 4. 2021 LIC. N0. 42302 O I� I� 0 I~� w 1� V1 w 0 � w � 0 M PROJECT #: 621040 DRAWN BY: MAS CHECKED BY: MAS PRELIM DATE: BID SET DATE: PERMIT SET DATE: REVISION: 11-30-21 PRINTED: SITE SURVEY C1.0 PREFINISHED 1 -ITL. FLASHING T.O. CMU EL. 115'-B" CMU (PAINT MATCH EXIST.) DOWNSPOUT 6" BOLLARD T.O. SLAB EL. 1-0-0-7 0 ob----------------i, STOREFRONT rL---------------------------------------------------------------------- J-1 T.O. FOOTING --------------------------------------------------------------------------------------------------------j EL. q6 -8 L_ .� NORTH ELEVATION SCALE.- iro• . r -m• .� q6-8 rL------------------------------------------------------------------------------------------------------rL EL -- -------------- . �-----------------------------------------------------------------------------------------------------�---- - - - - - - - - - - - - SOUTH ELEVATION -: xaF� iro• . r -m• =\/I! T rL-----------------------------------------T L---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------J T -----------------------------------Ll L-----------------------------------------1--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ------------------------------------ EXISTING 17q'-0" PROPOSED ADDITION EXISTING BUILDING BUILDING WEST ELEVATION xaF, ve• . r_m• ©All drowings and content copyright DJ r ledin Architects, Inc. architects,, inc. 203 n.w First Ave. Favilault 1v1NS5o21 507/334-2252 EXTERIOR ELEVATIONS 19009 DESIGNED DJM DRAWN NES CHECKED DJM PROJECT 21-054 REVISIONS I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the state of Minnesota. (architectural only) DAVID J. MEDIN License No. gaga Date Nov OB/ 2021 Z Z LU z O LU IFz O architects,, inc. 203 n.w First Ave. Favilault 1v1NS5o21 507/334-2252 EXTERIOR ELEVATIONS 19009 CHAPTER 5: USE STANDARDS Section 5.3 Accessory Use Standards Subsection (C) Table of Permitted Accessory Uses City of Monticello Zoning Ordinance Page 415 ' . - -. Indoor Storage P P P P p P 5.3 D 20 Incidental Light p p p p P 5.3(D)(21) Manufacturing Machinery/Trucking :�iEc 5.3(D)(22) Repair & Sales Office P P P P P P none Off-street Loading p p C P P P P P P P 4.9 Space Off-street Parking P P P P P P P P P P P P P P P P 4.8 Open Sales P h C C C 5.3(D(23) Operation and storage of agricultural P 5.3(D)(24) vehicles, equipment, and machinery Outdoor Seating — Accessory to restaurant, bar, production brewery with P\C P\C P\C P\C 5.3(D)(25) taproom, microdistillery with cocktail room, and/or brewpubs Outdoor Sidewalk Sales & Display P P P P P P P P 5.3(D)(26) (businesses) Residential 5.3(D)(27)(a) Outdoor Storage P P P P P P P P P P Industrial 5.3 D 27 b Park Facility Buildings & P P P P P P P P P P P P P P P P 5.3(D)(28) Structures (public) Private Amateur 4.13(6) Radio P P P P P P P P P P P P P P P P Private Receiving Antennae and P P P P P P P P P P P P p p p p 4.13(C) Antenna Support Structures City of Monticello Zoning Ordinance Page 415 CHAPTER 5: USE STANDARDS Section 5.3 Accessory Use Standards Subsection (D) Additional Specific Standards for Certain Accessory Uses (26) Outdoor Sidewalk Sales and Display Outdoor sidewalk sales and display areas associated with legally permitted retail uses shall: (a) Not encroach into areas necessary for the safe ingress and egress into the retail structure; (b) Maintain a minimum pedestrian walkway of at least five feet in width along the front of the display; (c) Take place only on an improved dustless surface; (d) May not take up required parking; (e) The area of the site devoted to sidewalk sales and display under this section shall not exceed five (5) percent of the gross floor area of the principal use. Sidewalk sales and display which exceed five (5) percent of the gross floor area of the principal use may be allowed by conditional use permit. (27) Outdoor Storage (a) In all zoning districts, all materials and equipment, except as specifically denoted in this ordinance, shall be stored within a building or fully screened so as not to be visible from adjoining properties except for the following: (i) Clothes line pole and wire. Section 4.8: Off- (ii) Recreational equipment and vehicles, subject to off-street parking Street Parking regulations in Section 4.8 of this ordinance. (iii) Construction and landscaping material currently being used on the premises. (iv) Off-street parking of passenger vehicles, emergency vehicles and -small commercial vehicles in residential areas, unless otherwise required to be screened according to Section 4.8 of this ordinance. (v) Propane tanks, fuel oil tanks, and other similar residential heating fuel storage tanks which do not exceed 1,000 gallons in capacity and shall not be located within five (5) feet of any property line. (vi) Wood piles in which wood is stored for fuel provided that not more than 10 cords shall be stored on any property. A cord shall be 4'x4'x8'. (vii) All wood piles shall be five (5) feet or more from the rear and side yard property lines and shall be stored behind the appropriate setback line in front yards. (viii) Solar energy systems. (ix) Wind energy conversion systems. (b) In the I-1 and I-2 districts, the following shall apply: City of Monticello Zoning Ordinance Page 431 City Council Agenda: 12/13/2021 2X. Consideration of authorizing lease negotiations with the Monticello Chamber of Commerce and Industry for an office suite in the new DMV Building (aka Prairie Conference Center) Prepared by: Meeting Date: ❑ Regular Agenda Item City Administrator 12/13/2021 ® Consent Agenda Item Reviewed by: Approved by: N/A City Clerk ACTION REQUESTED Motion to authorize city staff to engage in lease negotiations with the Monticello Chamber of Commerce and Industry to relocate to an office suite in the new DMV building. REFERENCE AND BACKGROUND The Monticello Chamber of Commerce and Industry is a valued community partner. The organization is currently renting a City -owned building near the intersection of County Road 75 and Trunk Highway 25. The building is quite small with no separate offices, has limited parking, is situated quite close to the state highway, and needs HVAC upgrades. Given these characteristics, staff proposes to pursue an agreement with the Chamber of Commerce to relocate them into one of the second -floor suites within the new DMV location. The alternate location maintains their visibility and presence downtown, but it brings them into the civic core to share a building with complementary uses. The potential move would provide office space as well as a welcoming reception area. It would also improve safety as the access is off 61h Street rather than TH 25. If City Council is in favor of this use for the newly renovated DMV location, staff proposes to determine necessary steps to facilitate the move and negotiate a new lease agreement. The current lease for the TH 25 building is on a year-to-year basis. Staff believes an updated version with a longer term is in the best interest of both organizations. Budget Impact: N/A — the Monticello Chamber currently rents a City -owned facility at the corner of CR 75 and TH 25. Staff is proposing to change the location and update the lease. Staff Workload Impact: Minimal staff time to work with the Chamber to determine space needs and complete a new lease agreement. III. Comprehensive Plan Impact: N/A City Council Agenda: 12/13/2021 STAFF RECOMMENDED ACTION City staff recommends authorizing lease negotiations with the Monticello Chamber of Commerce and Industry to relocate to an office suite in the new DMV building. This maintains the Chamber's vital presence in the downtown while providing them with an improved space. SUPPORTING DATA • Current Chamber Location jopp �* K r T L i Bgpq��'AY f f: City Council Agenda: 12/13/2021 2Y. Consideration of approving the purchase of a large-scale printer/scanner from Marco Technologies for the state contract price of $10,795 and declaring the current large- scale printer/scanner at Public Works as surplus property. Prepared by: Meeting Date: ❑ Regular Agenda Item Finance Director 12/13/2021 ® Consent Agenda Item Reviewed by: Approved by: Public Works Director/City Engineer, IT City Administrator Technician ACTION REQUESTED Motion to approve the purchase of a large-scale printer/scanner from Marco Technologies for $10,795 and to declare the current large-scale printer/scanner at Public Works as surplus property. REFERENCE AND BACKGROUND The large-scale printer/scanner in City Hall is a widely used machine for maps and building plans. The current piece of equipment was purchased from CES Technologies many years ago. While the printer/scanner is still functional, the level of use by the building department supports an updated device. Staff is also proposing to move the current large-scale printer/scanner from City Hall to Public Works. There is a large -format printer at that location, but it is older than the one at City Hall and doesn't have the capability to scan. The existing City Hall machine will add functionality at the Public Works location, which will be particularly useful to the Engineering team now that they have relocated there. The supporting quote from Marco shows a possible $600 trade-in value, but that is for the machine currently at City Hall. Staff is working with Marco to determine a trade-in value for the old Public Works printer/scanner. Marco Technologies quoted an HP Designjet T2600 under the state contract and Sourcewell (formerly NJPA) pricing with the state contract pricing coming in lower. A third quote was requested from CES Imaging, but they didn't respond with a valid quote. The City has transitioned to using Dell devices in many other instances, but Dell does not manufacture large- scale printer/scanners, and HP was determined to be the next best value. Budget Impact: $10,795 in the IT Fund. However, due to high use of this machine by the building department, excess revenue from the high workload in the building department in 2021 will be transferred to the IT Fund up front to pay for this purchase. City Council Agenda: 12/13/2021 II. Staff Impact: Minimal. The IT Technician will coordinate with the vendor to place the order and have vendor install. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approving the purchase of a large-scale printer/scanner from Marco Technologies for the state contract price of $10,795 and to declare the current large-scale printer/scanner at Public Works as surplus property. SUPPORTING DATA A. Quote from Marco Technologies — State Contract Price B. Quote from Marco Technologies — Sourcewell Price City of Monticello Attn. Proposal: HP Designjet T2600mfp-ps (Two Roll) Date: 12.07.2021 rnclrrco. taking technology further �JL<' HP DESIGNJET T260OMFP-PS ■ 36" WIDE, 4 -COLOR DIGITAL PRINT SYSTEM • 300MLINK TANKS —6 COLOR • PRINT OUT -PUT— UP TO 2400 X 120ODPI ■ STD. 2 ROLL, AUTO ROLL SWITCHING ■ 100/SHT REAR -STACKER ■ 36" WIDE COLOR SCANNER ■ 15.6" TOUCH SCREEN ■ SCAN -TO -FILE: PDF, MULTI -PDF, JPEG & TIFF ■ "CLICK" BATCH PRINTING SOFTWARE • PRINT SPEED ➢ 3 "D" PRINTS PER MINUTE —TOP STACKER Equipment Description Part# Qty Price HP DesignjetT2600mfp-PS (dr) 3EK15A 1 $10,237.00 HP #730 130ml Ink Tanks 6 @ $93.00 per color $558.00 Total: $10,795.00 HP Trade-in Promo: Ends 12.31.21 <$650.00> Total: $10,145.00 Oct -Dec. 2021 HP Trade-in Promo - $650.00, trade-in any old inkjet plotter get $650.00 taken off your purchase price — invoice credit. Promo Ends 12.31.21. Marco to take old plotter away at No Charge. "In the Box" • 1 Printhead • 1 set of 20ml "starter" ink tanks • 1 roll 20# Bond, 36" x 300', 2" core Note: ✓ Delivery: Est. 7-10 days (in -stock) ✓ Installation & Training: Approx. 1 day ✓ Marco Install Coordinator to coordinate install date © MARCO. ALL RIGHTS RESERVED. MCIT-42 0. MARCONET.COM I 1 iervice (Optional) Maintenance Agreement Programs:T2600mfp-PS — 3EK35A Price Marco 3 yr. Maintenance Agreement $2,077.00 Marco 5 yr. Maintenance Agreement $3,916.00 Note: Marco Warranty program includes, service time, travel and HP parts, does not include, inks, printhead and paper. SUDDIV Costs HP Designjet T2600mfp Price HP#P2V62A 130mlInk Tank Cyan $93 HP#P2V63A 130mlInk Tank Magenta $93 HP#P2V64A 130mlInk Tank Yellow $93 HP #P2V65A 130ml Ink Tank Matte Black $93 HP #P2V66A 130ml Ink Tank Grey $93 HP #P2V67A 130ml Ink Tank Photo Black $93 HP #P2V71A 300ml Ink Tank Matte Black $155 HP 63P06A Printhead $350 730360 36" x 300' 20# IJ Bond, 2" core / 2 rolls per box $75 7303OU 30" x 300' 20# IJ Bond, 2" bond — 2 rolls per box $65 Prepared by: Tom Best 320.650.1859 tom.best@marconet.com MOT -Co® marconet.com Prices quoted are subject to change and should be verified before placing your order. Accepted by: Date: By signing this proposal, you are authorizing Marco, Inc. to order, install and invoice the above listed equipment. © MARCO. ALL RIGHTS RESERVED. marcof MARCONET.COM 12 r w e cc aaoliz, g�agaU w m ep9e�9gi « « <2 8''" 8 ee�� 2 aaao999oa S>5 8mwn�g 3 a $^ mem w m m8m m mNO . R � � S v i v z 2 S m- 2 2 2 2 2 e £ z F o 0 o w w £ Roo ff z o v z z w m E£ z W z 3 o a o a o 0 3 3 3- 3 w 2. n 1 g q m `v o o m Y�4 #v?''fig t= voo o - pY aSs" �"s a s"i S .a-n-F�3-n- .a3'Wb8o Cay �a �8a9N_ =Pz3�- _ O y A s z �• s .p F F y v a 3 z z 3 .�eeee 'ww 888$ 0088888 S $88$B8 8 8$$8$8$$$88 8 $ $$888888 86eeee $$8888888 deMXX XXXXXXX X 811XXX ii! XXX%XXXXXXX M X MXXXX'99 XXXMMYMXM r rwl�'�n u. vv ��wur�•�n w •nuwrr�•�n r"i �i i�.•u•'�u � •n ----- '�^�8mN8 808 � �SNN88 88888 C g 8°$eN$oGa8c 8888 888 8 88''88888 8 r City Council Agenda: 12/13/2021 3A. Public Hearing - Consideration of adopting Resolution 2021-106 ordering improvements and authorizing preparation of plans and specifications for the 2022 Street Improvements Project Prepared by: Meeting Date: ❑ Regular Agenda Item PW Director/City Engineer 12/13/2021 ❑x Consent Agenda Item Reviewed by: Approved by: Project Engineer, Finance Director City Administrator ACTION REQUESTED Motion to adopt Resolution 2021-106 ordering improvements and authorizing preparation of plans and specifications for the 2022 Street Improvements Project. PREVIOUS COUNCIL ACTION July 12, 2021: City Council authorized the preparation of a Feasibility Report for the 2022 Street Improvements project and approved a contract with Hakanson Anderson to provide engineering services. November 8, 2021: City Council accepted the Feasibility Report for the 2022 Street Improvements Project and set a public hearing for December 13, 2021. REFERENCE AND BACKGROUND The City Council accepted the Feasibility Report and called for a public hearing for the 2022 Street Improvements Project which includes improvements for the following roadways: • Badger Street North • Bakken Street • Fox Street • Bear Avenue • Deer Street • Troy Marquette Drive • Troy Marquette Lane • Wildwood Way • Briar Oaks Boulevard • Hawthorne Place • Endicott Trail • Briar Court • Shady Oak Circle City Council Agenda: 12/13/2021 • Eastwood Circle • Eastwood Lane • Broadway Street • Hart Boulevard The project will consist of an edge mill and asphalt overlay. Sections of curb and gutter replacement and utility improvements will be made as needed throughout the project areas. A property owner meeting was held on November 16 to provide proposed project information and gather feedback from attendees. Per the City's assessment policy, residential properties are assessed 50% for overlays and commercial properties are charged per a front footage calculation included in the assessment policy. The proposed assessment for single-family residential properties is estimated to be $1,907.16 which will be adjusted based on actual construction costs. The Feasibility Report concluded that the proposed improvements are necessary, cost-effective, and feasible and will benefit the properties that are proposed to be accessed per Minnesota Statutes section 429.021 and 459.14, subd 7 and the City's assessment policy. I. Budget Impact: The project is to be funded from the Capital Projects Fund and is included in the 2022 budget. The estimated project cost including engineering is $1,300,000 and $592,847.68 is proposed to be assessed as shown in the feasibility report. II. Staff Workload Impact: Extensive staff time will be spent reviewing the project submittals. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of the resolution ordering the improvements and authorizing the preparation of plans and specifications for the 2022 Street Improvement Project. SUPPORTING DATA • Resolution 2021-106 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2021-106 RESOLUTION ORDERING THE 2022 STREET IMPROVEMENTS PROJECT, CITY PROJECT NO.22CO01 WHEREAS, a Feasibility Report has been prepared by the City Engineer for the 2022 Street Improvements Project, City Project No. 22CO01 which includes improvements of streets including the milling, curb and gutter replacements; storm sewer and drainage improvements; pedestrian improvements; traffic control; signage; and other necessary appurtenant work; and WHEREAS, the report was received by the City Council on November 8, 2021 providing information as to whether the improvements are necessary, cost-effective, and feasible; whether it should be made as proposed or in connection with some other improvement; the estimated cost of the improvement as recommended; and a description of the methodology used to calculate individual assessments for affected parcels; and WHEREAS, a resolution of the City Council adopted the 8th day of November 2021, fixed a date for a council hearing on the proposed street improvements within the project area; and WHEREAS, ten days' mailed notice and two weeks' published notice of hearing was given, and the hearing was held thereon on the 13th day of December 2021, at which all persons desiring to be heard were given an opportunity to be heard thereon. NOW THEREFORE, BE IT HEREB Y RESOL VED BY THE CITY COUNCIL OF MONTICELLO, MINNESOTA: Such improvement is necessary, cost-effective, and feasible as detailed in the feasibility report. 2. Such improvement is hereby ordered as proposed in the City Council resolution adopted 8th day of November 2021. 3. The City Council declares its official intent to reimburse itself for the costs of the improvement from the proceeds of the tax-exempt bonds. ADOPTED BY the Monticello City Council this 13th day of December 2021. ATTEST: Jennifer Schreiber, City Clerk CITY OF MONTICELLO Lloyd Hilgart, Mayor City Council Agenda: 12/13/2021 3B. Public Hearing — Consideration of adopting Ordinance 766 amending the City Fee Schedule for 2022 and adoptine Summary Ordinance 766A for publication Prepared by: Meeting Date: ❑ Regular Agenda Item City Clerk 12/13/2021 ❑ Consent Agenda Item ® Public Hearing Item Reviewed by: Approved by: Finance Director City Administrator ACTION REQUESTED Motion to adopt Ordinance 766 amending the City Fee Schedule for 2022 and adopt the Summary Ordinance 766A for publication. REFERENCE AND BACKGROUND City service charges are established by ordinance and incorporated into the annual City Fee Schedule. Staff reviews the schedule each year to assess whether the fees are covering the cost of providing services. Fees are added or updated as needed while others are eliminated if no longer relevant. The proposed 2022 fee schedule is attached for City Council review and adoption. Recommended changes to the fee schedule are listed in red. Listed below are items staff felt would benefit from greater explanation: • Cemetery — Grave purchasing fees and memorial item fees were increased. Fee for "late arrival to gravesite" was added to offset additional costs that accumulate for burial services if the established schedule is delayed. • MCC Membership Fees — All membership fees were increased except for the daily pass fees. The amount of increase varies based on type of membership. A new system is proposed: o Base Rates are the non-resident rates. This is calculated using the operational costs of the building. o Resident rates are discounted 20% from the non-resident rates. o MCC is also adding a MERSC program to replace the existing corporate memberships as well as a military membership. The MERSC and military are the same rates with a 30% discount from the no -resident rates. • MCC Non -Membership Fees — Staff added several specialty rates to the fee schedule, including league and group lock -in rates. Gymnasium rental rates were increased. City Council Agenda: 12/13/2021 Hourly room rates stayed the same as 2021; however, staff added a wedding fee, bar fee, and preferred caterer fee. • Community Development — Economic Development — Business subsidy application and TIF applications were added. • Community Development — Planning/Zoning and Public Works — Certain labor charges were adjusted to reflect changes in service delivery costs. • Miscellaneous — Digital advertising fees were added to the schedule. City staff is purchasing the current advertising display devices and beginning to manage it in-house, which will generate additional revenue. • Parks — Park rental rates were increased across the board. • Sanitary Sewer and Water — Usage charges were increased by 3%. Trunk charges are not being increased yet because staff is waiting for the new comprehensive utility studies and associated rate study to be complete. Refuse and Recycling —The refuse charge is proposed to increase from $9.41 to $9.73, which is the new cost from the hauler. Recycling is proposed to increase from $2.26 to $3.64, which will cover 75% of the cost from the hauler (an increase from 50% in 2021). Staff plans to increase rates in 2023 to fully cover the cost of both refuse and recycling. I. Budget Impact: The proposed fees would increase budgeted revenues in their respective funds for 2022. There would be a minimal cost to publish a summary of the fee schedule. The full fee schedule will be available on the City's website or can be requested from city hall staff. II. Staff Impact: This item would have minimal staff workload impact. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends adopting the 2022 fee schedule. SUPPORTING DATA A. Ordinance 766 — Proposed 2022 Fee Schedule B. Summary Ordinance 766A for Publication ORDINANCE NO. 766 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE ADOPTING AMENDMENTS TO THE FEE SCHEDULE FOR 2022 TITLE III, CHAPTER 36 OF THE MONTICELLO CITY ORDINANCE THE CITY COUNCIL OF THE CITY OF MONTICELLO HEREBY ORDAINS: Section 1. Title III, Chapter 36 — Fee Schedule shall be amended as shown in the 2021 Fee Schedule in Attachment "A." 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 3, Chapter 36 — Fee Schedule, 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 Monticello City Code as has been adopted. Section 3. This Ordinance shall take effect and be in full force from and after its passage and publication. The ordinance in its entirety shall be posted on the City website after publication. Copies of the complete Ordinance are available online and at Monticello City Hall for examination upon request. ADOPTED BYthe Monticello City Council this 13th day of December, 2021. CITY OF MONTICELLO Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk VOTING IN FAVOR: VOTING IN OPPOSITION: ABSENT: ORDINANCE NO. 766 ATTACHMENT "A" 2022 CITY OF MONTICELLO FEE SCHEDULE TITLE III - CHAPTER 36 DRAFT 2022 FEE SCHEDULE - CITY OF MONTICELLO Fee Schedule Rates supersede amounts shown in city ordinances or policies which are dated prior to the fee schedule. ANIMAL CONTROL Resident Boarding Fee $20/per day +tax Boarding Access Fee $250 per entity Dog License $20 - 2 years Top Niche Row (Row D) - 2 remains max $10 -1 year Late Fee $5 Replacement Tag $2+ tax Disposal Fee $190 (euthanized animal) Fine: Running at Large If Impounded Permit for Keeping Fowl on Premises Annual Renewal for Current Permit $40 (adopted animal) Licensed Unlicensed $50 $75 Add boarding fee (plus tax) $50 $25 Permit for Keeping Honeybees on Premises $50 Annual Renewal of Permit $25 CEMETERY Bronze Memorial Marker Setting with 4" Concrete $450 Border Columba rium (includes 2 interment niche covers w/name, YOB, Resident YOD, *if pre -planning additional fee for death date) $400 Bottom Niche Row (Row A) - 2 remains max $2,500 Middle Niche Rows (Rows B & C) - 2 remains max $2,700 Top Niche Row (Row D) - 2 remains max $2,900 *Death Date (individual) $150 *Death Date (double) $175 Companion Urn Grave Excavation - Weekday $300 Companion Urn Grave Excavation - Weekend $400 Cremation Disinterment - Weekday $200 Cremation Disinterment - Weekend $250 Frost Charge: (excavations December through March) $100 Grave Excavation Fee Weekday $400 Weekend $450 Infant Grave Excavation - Weekday $100 Infant Grave Excavation - Weekend $125 Cremation Grave Excavation - Weekday $150 Cremation Grave Excavation - Weekend $200 Grave Purchasing Fee Full Grave (4'x12') Flush Marker Area Full Grave (4'x12') Raised Marker Area Infant Grave (2'x6') Cremation Grave (4'x4') Grave Staking Fee for burials Grave Transfer Fee Late Arrival to Gravesite Fee Memorial Bench Memorial Plaque (Bronze) Stone Memorial Tree Opening/Closing/Re-Opening of Niche - Weekday Opening/Closing/Re-Opening of Niche - Weekend Ossuary Co -Mingle Urn Placement (includes inscription & urn bag) Veteran -Co -Mingle Urn Placement (includes inscription and urn bag) Service Emblem Overtime Fee (burials outside of business hours) Resident $4475 $1,150 $3,375 $1,250 $359 $425 $599 $665 $150 $15 $250 $2,500 Cost + $10 + sales tax $600 $150 $200 $1,000 $950 $200 $125 Non -Resident $2,600 $2,800 $3,000 $150 $175 Non -Resident $3_q5 $1,350 $1,375 $1,450 $375 $450 $699 $765 Perpetual Care Fee New Grave Sales Included in grave price (Maintenance not taxable - Plant Care taxable) Grave Sold Pre -19601996 180 $175 Plant Stand (ineludes $50 Satin Bag $80 Staking for Monument/Marker Placement $60 Urn Vase $65$75 COMMUNITY CENTER Membership Fees (for new members) Resident Rate Non -Resident Rate MERSC/Military Rate Daily Pass Junior/Senior $7 $8 Adult $8 .. Rene-^t._n C__'^____` ... ,_ Stat_ _f E..,._...._. ey) ($�9 3 Month Membership Junior/Senior $935$95.25 r,�$119 $83.25 Adult $18$133.25 $156.5 $166.50 $116.50 Dual Senior $4-50$156 $-S $195 $136.50 Family $2-26$235 $255.5 $293.75 $205.50 Dual Adult $205 $213.25 $232 $266.50 $186.50 Annual Membership (Paid in full Options) Junior/Senior $249$259 $33-1-$324 $227 Adult $340$354 $440-$443 $310 Dual Senior $411$427 $32-7 $534 $374 Family $§78 $601 $6S $751 $526 Dual Adult $§26 $547 $636$684 $479 Continuous Membership (Monthly Payment Option") Junior/Senior $24.25$25.25 $3&5$31.50 $22 Adult $36.75$38.25 $43$47.75 $33.50 Dual Senior $41$42.50 $52.5 $53.25 $37.25 MCC Staff Membership Upgrade $31.75 $31.75 Family $&9$61.50 $64.5 $76.75 $53.75 Dual Adult $5335 $55.50 $3S $69.50 $48.75 NSF Fee (if membership is not paid within the month) $30 $30 $30 Collection Fee - applies if sent to a collection service for delinquent payments (automatic withdrawal) "Automatic Withdrawal Administrative Fee - for start-up of new monthly memberships (one-time fee) if membership is not canceled Cancellation Fee - applies if within 12 months of joining Childcare Hourly Fees Special Passes Daily Pass (10 visits) Special Rates Indoor Play Area Publie Open Skate - Group Rates - Junior Group Rates - Adult Shower Only Group X Class Drop -In Silver Sneakers Drop -In Lock -In Climbing Wall Group Farmers Market Vendor Fee Concessions $50 $30 $30 $50 $50 $4 per child/per hour AV -&R A11T FAM IUY $63 $84 _$I - $5S $55 $73 $419 Resident Rate Non -Resident Rate $66 $77 $4.25 $5.25 - $5 $6 $6 -- $6.50 -- $7.50 -- $4 $13 17$13 $10 $9 $10 $840/up to 40 people + $6.50 each $90/up to 14 Climbers+ $6.50 each additional climber $90 - $120/Season (based on booth type) Rates Based on Market Value MCC League Rates Fall Youth Baseball Flag Football Hockey Pickleball Swimming Lessons/Birthday Parties Private Swimming Lessons Swimming Lessons (Group) Birthday Party Room Rental Packages Gymnasium Rental Rates Gym - Regular Gym - Non -Profit Full Kitchen Energy Fee E..fee Gym Advertising Banner Damage Deposit Pool Rental Regular Rate $50/hour for one field (volunteer umpires) $70/hour for one field with lights (volunteer referees) $230/hour for one rink (with paid referees) $50/hour for one court (with no referees) Resident Rate/Child Regular Rate/Child $3$13-$15 depending $33$14-$16 depending on Rental package on Rental Package $68$98/hour $48$78/hour $105/hour X96$103/hour $500/first year rental, $400/subsequent years 1/2 of rental fees $265/hour up to 25 swimmers Additional staff fee: $30/hour (increments of 25 swimmers) Hourly Room Rental Rates (2 hour minimum required): Additional rates $30/Lesson for $40/Lesson for Non- available for more Members members than one student or 4 $55 for Members $65 for Non-members Resident Rate/Child Regular Rate/Child $3$13-$15 depending $33$14-$16 depending on Rental package on Rental Package $68$98/hour $48$78/hour $105/hour X96$103/hour $500/first year rental, $400/subsequent years 1/2 of rental fees $265/hour up to 25 swimmers Additional staff fee: $30/hour (increments of 25 swimmers) Hourly Room Rental Rates (2 hour minimum required): Resident Regular Non -Profit Boom Island Room $19 $21 $17 Bridge Room (full) $29 $34 $25 Half Room Rental $18 $20 $15 Full Room Rental $18 $20 $15 Warehouse Room Weekday $33$39 -39$48 $2 $33 Prairie Center $$39 $48 $$33 WaFeheuse e,.,.m Beieei.,.nd $39 To 7T-� Mississippi Room Private Resident Private Regular Business Resident Half Room Rental $61 $74 $48 Full Room Rental $85 $102 $72 Rental event with alcohol (not weddings): Resident Regular Organization (2 hour minimum - reserve within 3 months of event; $168/hour $183/hour $155/hour Wedding $1,100 $1,100 Bar Fee $250 $250 Preferred Caterer Fee 12% wedding 8% non -wedding Then $50 each Add -Chapel Peal $458 for 6 hours $486 for 6 hours additional hour Hostess Fee $30/hour Locker fees $10 per month per locker/Members Only COMMUNITY DEVELOPMENT - BUILDING County Assessor Fees: Building Valuation $499,999 or $50 less Building Valuation $500,000 or more $150 Basement Finish Building Inspection (non -permit related) Building Permit Fees Building Permit Surcharge Contractor License Check Fee Building Permit/Records - Duplicate Blight Processing Fee 106% of 1997 State recommended schedule $60/hour $15 minimum charge for 15 minutes or less 106% of 1997 State recommended schedule use state -mandated fee $5 $60/hour $15 minimum charge for 15 minutes or less $60 (per parcel) Demolition Permit 106% of 1997 State recommended schedule ($500 Maximum Fee) Permit is issued under a building permit (follow same procedures as issuing a building permit). Prior to demolition permit issuance verify with Public Works. Contractor must arrange disconnection: 1) Sanitary sewer; 2) City water & retrieve water meter; and 3) approve routing for trucks and heavy equipment, (if applicable). Excavation permit may also be required. Fire Alarm/Fire Sprinkler System 106% of 1997 State Recommended Schedule or $100 minimum + state surcharge Business Regular $67 $94 Master Plan Review Mechanical Permits Residential Commercial Mobile Home Permit Moving Buildings Plan Review Plumbing Permits Residential Commercial Rental Housing License Fee Rental Housing License Application/Late Fee Rental Housing License Transfer Fee 25% of building permit fee $50 base + $9/fixture + state surcharge 1.5% of valuation or $100 minimum + state surcharge $200 $150 + expense + demolition permit 65% of building permit fee $50 base + $9/fixture ("Fixture" includes such things as traps, toilets, floor drains, sinks, showers) 1.5% of valuation or $100 minimum + state surcharge $45/per building + $15 for each dwelling unit within the building Double the standard license fee $35 Residential Building Escrow $2,000 (Held for completion of as -built survey, boulevard trees, turf Residential establishment. Secures street sweeping, lot erosion control & any 0-3 acres damage to public improvements if all items not complete/satisfied at 1 unit certificate of occupancy) Re -roof (residential) $150 + state surcharge Re -side (residential) $150 + state surcharge Window and/or door replacement (residential) $100 + state surcharge Sign Permits: Permanent $50 for first $1,000 of value (minimum fee $50) $10 each additional $1,000 of value Sign Permits: Temporary $50 State Surcharge on Building Permits Valuation of Structure $1,000,000 or less $1,000,000 to $2,000,000 $2,000,000 to $3,000,000 $3,000,000 to $4,000,000 $4,000,000 to $5,000,000 Greater than $5,000,000 Surveys Addition or Alteration Surcharge Computation .0005 xvaluation $500 +.0004 x (Value - $1,000,000) $900 +.0003 x (Value - $2,000,000) $1200 +.0002 x (Value - $3,000,000) $1400 +.0001 x (Value - $4,000,000) $1500 +.00005 x (Value - $5,000,000) $15 Utility Locate Fee Residential $50 Commercial/Industrial $65 COMMUNITY DEVELOPMENT - ECONOMIC DEVELOPMENT Business Subsidy Application $289 $250 GMEF Loan Application SCDP Loan Application $550 minimum or 1.5% of loan amount, whichever is greater $550 minimum or 1.5% of loan amount, whichever is greater TIF Application $10,009 $12,000 Escrow Deposit COMMUNITY DEVELOPMENT - PLANNING/ZONING Administrative Home Occupation Permit $SO Community Garden Plot Comprehensive Plan Amendment Conditional Use Permit Encroachment/License Agreements Escrow Chart - Land Use Application Plan Review Escrow Chart - Development & Subdivision Project $30 $200+escrow (per chart)* *Escrow waived for cross/joint parking in CCD $200 + Escrow (per chart)* ■ $50 Commercial Residential 0-3 acres $2,000 1 unit 1,000 (single family) 4-10 acres $6,000 2+ units $1,000 base + $100 per unit (up to $10,000) 11+ acres $8,000 *All escrows reconciled to actual costs for staff/consulting time after decision, whichever is greater 2-9A $1% of estimated public improvement cost or $2,000 City/Planning Review & minimum, whichever is Administration greater* 2-1A $1% of estimated public improvement cost or $2,000 Legal Review & minimum, whichever is Administration greater* 3% of estimated public improvement cost or Engineering; grading - $2,000 minimum, Review & Inspection whichever is greater 4% of estimated public Engineering streets & improvement cost or utilities review and $2,000 minimum, inspection whichever is greater *All escrows reconciled to actual costs for staff/consulting time after decision, whichever is greater Iron Monuments $300/lot Interim Use Permit $200 + Escrow (per chart)* Labor (for Community Development/Projects) Planner $479 $191/hour Engineer $497-$206/hour (maximum) Construction Inspector $411$128/hour (maximum) Landscaping Security Letter of credit or cash based on statement of value of landscaping x 125% (held for 1 full year or 2 growing seasons) Park Dedication (residential) An amount of land equal to eleven percent (11%) of the total gross land area of the plat shall be presumptively defined as "reasonably commensurate." In the event that the subdivider objects to the eleven percent (11%) standard, the City shall, at the developer's request and expense, conduct a specific dedication study of the park system and the demand placed on the system by the proposed plat. Cash -in -Lieu: 11% of fair market value of the raw land to be platted at the time of final plat. The city may require an appraisal to determine market value of subject land being platted. Parking Fund (CCD District) $4,500 per stall Plat Subdivisions Preliminary Plat $300+ escrow (per chart) $2,000 minimum* Final Plat Sketch Plat $50 + escrow (per chart)* $50 1 $'1000.. Planned Unit Developments (PUDs) Public ROW or Easement Vacation Rezoning Request (Text Amendment) Rezoning (Map Amendment) Simple Subdivision/Administrative Lot Combination/ Lot Line Adjustment Wetland Delineation Review Special Home Occupation Permits Special Planning Commission Meeting Temporary Use Permit (waived for parades only) Text Amendment Concept: $50+ $3 000 $3,500 escrow Development: $200+ escrow (per chart) $2,000 minimum Final: $50 + escrow (per chart) Adjustment $50 + $1,000 escrow *All escrows reconciled to actual costs for staff/consulting time after decision, whichever is greater $200 + Escrow (per chart)* $200 $200 + Escrow (per chart)* $200 + Escrow (per chart)* $50 application fee/$509 $1,000 escrow + Actual Review Costs $200 + Escrow (per chart)* $350 $50 $2 Variance Residential, 1 unit 200+$800 $1,000 escrow* Residential, 2+ units $200 + Escrow (per chart)* Commercial/Industrial/Institutional $200+ Escrow (per chart)* *All escrows reconciled to actual costs for staff/consulting time after decision, whichever is greater NOTE: When multiple land use applications are run concurrently, only one application fee and escrow deposit shall be required per meeting cycle, until escrow is depleted. New escrow required per escrow chart once depleted. ENGINEERING Driveway Permit $49 $55 Construction Inspection (City or Engineer) GPS Locate Fee (New subdivisions) Grading Permit Existing Single -Family Residential New Single -Family Residential Development, Multi -Dwelling, Commercial & Industrial Properties Erosion and Sediment Control Inspection Escrow Land Reclamation/Mining Permit (requires subdivision development agreement or CUP) Public Improvement Security $33-1$128/hour $70/u n it $75 per permit + $1,500/acre restoration surety bond. No drainage calculation review required: $150 per permit plus restoration surety bond of $3,000/per acre; $3,000 minimum escrow Drainage calculation review required: $350 per permit plus restoration surety bond of $3,000/first acre; $1,500 each additional acre. $300 x weeks of construction - sites disturbing 1 acre or more w/NPDES construction stormwater permit Fee determined by City Council resolution + 100% of land restoration costs as determined by City Engineer Letter of credit or cash based on statement of construction cost of improvements x 125% Right -of -Way Permits $15/hour Drops - no drawing required unless origination occurs more than 10 feet from property to be served: Fee without drawings $30/25 addresses (maximum) Fee with drawings $30/5 addresses with drawings (maximum) Permit Extension Fee: $20.00 Pavement Hole Fee $55 Trunk Line Fee $500 Base Fee (first 100 feet) $45 Trenching (over 100 feet) $.10/lineal foot Boring (over 100 feet) $.05/lineal foot Obstruction Fee $45 Small Cell Wireless Fee $45 Collocation Fees Cost+ 10%+sales tax Escrow - document Review $1,500 Wireless Support Structure Rent $150/year Wireless Support Structure Maintenance $25/year FIRE DEPARTMENT Apparatus Rate per Hour (billed in hour increments) Engine (up to 4 personnel) $275 Ladder/aerial (up to 4 personnel) $275 Water tender (up to 2 personnel) $200 Command vehicle/utility truck/grass truck (up to 2 $85 ATV/UTV with water tank (up to 2 personnel) $50 Extra Personnel $15/hour Controlled/Prescribed Burns: Building $2,500 Prairie or Wildland, less than 20 acres $750/hour Prairie or Wildland, 20 acres or more $1,000/hour County -wide response teams Special response unit $500 Fire investigation team $300 False Alarm Policy* - First Time No charge Second Time $250 Third Time or More $350 * Per calendar year Fire Lock Box Fee: Cost+ 10%+sales tax Food Truck Inspections $50/every other year 4.......,. Fire Safety I..specti..ns (i.e .)-....are/fester e e 50 LICENSES/PERMITS Burning Permit $250 deposit (to cover expenses, if PW/Fire Dept. are called to burn site) Cigarette License Gambling License Liquor Administrative Fines First Violation Second Violation, within 2 years Third Violation, within 2 years Liquor Licenses 1 -Day Consumption & Display 3.2 Beer, On -Sale 3.2 Beer, Off -Sale Brew Pub Off -Sale Brewer Taproom Taproom, Sunday Sales Liquor, On -Sale On -Sale Liquor, Sunday Sales Liquor, Setups Liquor, Club (Veteran's Org). Membership 200 or less 201-500 501-1000 1001-2000 2001-4000 Over 4000 Micro Distillery Temporary On -Sale (Beer) Wine, On -Sale Wine/Strong Beer Comb. On -Sale Wine/3.2 Beer Com. On -Sale Mobile Food Unit Temporary Permit Annual Permit Annual Fire Inspection Pawn Shop Annual license, Initial Annual Renewal of Current License Peddler/Solicitor Permit Peddler Merchant/Business Application Peddler Merchant Permit - per person Background Check Solicitor Permit Sidewalk Cafe Fee Special Event Permit Park Special Permit Fee - Alcohol, Music, Larger Events Therapeutic Massage License Tobacco licenses are issued by Wright County Licensed through State of Minnesota; Requires Council approval $500 $1,000 $2,000 (no mandatory revocation of license) $25 $275/year $100/year $200/year $500/year $0 $3,750/year $200 (Statutory limit) $250/year $300 (Statutory limit) $500 (Statutory limit) $650 (Statutory limit) $800 (Statutory limit) $1,000 (Statutory limit) $2,000 (Statutory limit) $500/year $10/day $275/year $1,200/year $500/year $10 $50 50 (every other year) $50 $25/year $25 $25 $25 No Fee $100 $50 $25 (For non-profit/charitable organization) (fee may be waived by Administration for non-profit organizations) $60 (not utilizing City services) Massage Enterprise License $100/year Massage Therapist License $50/year Massage Enterprise/Therapist - owner operates as $100/year Background Investigation Fee $25 Transient Merchant Annual Permit, Private Premise $75/year Daily Fees, Operating Under Annual Permit $10/day (with annual permit) Daily Fees, Independent Merchant $50/day Daily Fees, Farm/Garden Fruits & Vegetables No fee from 6/15 to 9/15 (state mandated) Fireworks Sale $350/year Traveling Shows $100/first day; $50/day for each day thereafter MISCELLANEOUS ITEMS Accounts Receivable Interest Charge on Miscellaneous Account Receivable 1.5% monthly Assessment/Property Search - full rias Non -City Initiated Proclamations Comprehensive Guide Plan - Entire Downtown Revitalization Plan Transportation Plan Copies: Copy Machine Engi..___:ng __pief Large Format Copier Emailed r Electronic Media Delinquent Certification Processing Fee Minimum Account Balance of $75 Delinquent List Deposits on City Repair Projects Digital Advertising Ads Ad Change Library Room Rental Gity (11" v 1724 Zeiging n9ap (24" X4" Stat n9aps Notary Signs $30 $50 $32 plus tax $15 plus tax $50 plus tax $.25 per copy + sales tax $.50/square foot + sales tax ($2 minimum) $35.00/hour + sales tax (minimum 1/4 hour) $10.00 + cost of media + sales tax $75 per parcel $10 + tax (each) $100-$300 (depending on est. value of work) $800/6 months or $1,500/annually 15 sec/10 to 15 minute interval Additional spots $1,000 $3,500/annually - back-to-back slides for 45 seconds $50 $30 per rental $ales tax $1 sales a $3 sales ax $.55 1 al es tax $3 1 sales ax $3 each Current listed price + 10% handling charge + tax Utility Bill Utility Bill Penalty - Monthly 5% of past due amount, except September penalty 0% Utility - Ebill Discount $0.50 Utility - ACH Payment Discount $1.25 PARKS Chipping $65-$75+ tax per 1/2 hour for the first 2 hours billed in half hour increments $95 + tax per 1/2 hour or for the next hour billed in half hour increments No more than 3 hours per year per property Disease Replacement Tree Memorials Bench Tree Facility Rental Fees Single Field Reservation Field Lighting Season Rental - 20 game hours Season Rental Lighting - 20 game hours Tournament Field Rental including lights/day Soccer/Football/Lacrosse - Non -Irrigated $50 per property $1,599 $2,500 (includes tax, delivery, installation) $389 $600 (includes tax, delivery, installation) Non -Profit For -Profit $35 per hour per field $45 per hour per field $20 per hour per field $700 per field $300 per field $125 per field $25 per hour per field $900 per field $400 per field $150 per field $40 per hour per field $50 per hour per field Soccer/Football/Lacrosse - Irrigated $80 per hour per field $90 per hour per field Park Rental Rates Resident Non -Resident Ellison Gazebo $3-1-0 $75 $1-35$100 Ellison Log Shelter $3-10 $125 for 6 hours $335 $150 for 6 hours West Bridge Park Shelter/Warming House $-� $150 for 6 hours $335 $175 for 6 hours West Bridge Picnic Shelter $110 for 6 hours $135 for 6 hours Pioneer Park $149 $125 for 6 hours $135 $150 for 6 hours Groveland Park Picnic Shelter $110 for 6 hours $135 for 6 hours Otter Creek $55 $75 for 6 hours $80 $90 for 6 hours East Bridge Wedding Gazebo $110 for 6 hours $135 for 6 hours Lions Den/Gazebo 380 $360 389 $360 PUBLIC WORKS $10,247 per acre Cone Replacement Cost + $10 + sales tax Labor (no equipment) $65.00/hour - regular business hours $100/hour outside of regular hours Sidewalk Snow & Ice Control $50.00 per lot -1st Offence $75.00 per lot - 2nd Offence $100.00 per lot - maximum after 2nd Offence $100.00 Mobilization Charge per Offence at Staff Discretion Sweeping $338 $175/hour - includes operator Utility Excavation Permit Fee (water, wastewater $405$130 Recommend removing combination permit in exchange for just stormwater) (Bonding & Insurance Required) using this utility excavation permit Vac/Sewer Jet $365/hour for two operators & machine Other Equipment (including operator) Large Front End Loaders $369 $170/hour Mid Size Loaders $385 $125/hour Backhoe Loader $369 $170/hour Motor Grader $479 $200/hour Skid Steere $385 $125/hour Dump Truck $385 $120/hour Pickup or 1 -ton Truck $85 $100/hour SANITARY SEWER $4,374 per acre Sewer Rates 1st 1,000 Gallons Over 1,000 gallons Sewer Rates: Special Cases Industrial Sewer Rates (effective 7/1/2022) All Usage BODS TSS Testing Sewer and Water Combination Permit Sewer Access Charge Residential - Single Family All Others Per Unit Equivalent Trunk Sanitary Sewer Residential Unit Non -Residential Meadow Oaks Lift Station Trunk Area Charge $1018 $10.40 minimum $64-9 $6.38/1,000 gallons $10 per month X number of people in household $-3-.M$3.96/1,000 gallons + sales tax e"eetiye '" "^" $0.415 $0.427/lb. + sales tax effeeti•e'^" $0.57-0 $0.587/lb. + sales tax effeE a 7" 02 Actual costs+ 10% $130 (residential) $130 plus+ sales tax (commercial) $4,423/unit $4,423/unit $1,594/unit $3,995/acre $2,823/acre Waste Water Discharge Permit 10,000 to 15,000 GPD $50 annually 15,001 to 25,000 GPD $100 annually 25,001 to 50,000 GPD $150 annually 50,001 to 100,000 GPD $250 annually over 100,000 GPD $300 annually STORM SEWER Trunk Storm Sewer Fees $4,268 (net acre) Alternate Ponding Area - Residential $4,374 per acre Alternate Ponding Area - Commercial $8,767 per acre Alternate Ponding Area - Industrial $10,247 per acre Stormwater Utility Residential (1 drainage unit per residential unit) Non -Residential (7 drainage units per impervious acre - minimum 7) $3 $4/drainage unit/month (effective 2/1/2022) $3 $4/drainage unit/month (effective 2/1/2022) (minimum 7) WASTE ITEMS Garbage Service Fees All residential garbage with cart service 1st Container 2nd Container Cart Transfer Fee Garbage Cart Replacement (if lost or stolen) 38 gallon 60 gallon 90 gallon Recycle Cart Replacement (if lost or stolen) 35 gallon 64 gallon 90 gallon Recycle Service Fee Recycle Additional Cart Pickup $9:41$9.73/month + solid waste management tax (currently 9.75%) effective 2/1/2022 $13/month + solid waste management tax (currently 9.75% tax per month) Cost Cost + Tax + $10.00 Cost + Tax + $10.00 Cost + Tax + $10.00 Cost + Tax + $10.00 Cost + Tax + $10.00 Cost + Tax + $10.00 $2-26 $3.64 effective 2/1/2022 $0.00 Storage Bins (red, yellow, blue) $10 includes sales tax (until sold out) WATER Hydrant Rates for Contractors (#1, #2 and #3 ARE ALL TAXABLE IF COMMERCIAL) 7 1. All contractors must obtain a permit from the WateF SupeFintendent Public Works. The permit fee is $500. This permit will define the hydrant to be used and provides a tally sheet for water usage. 2. The following rates shall apply Up to 3,000 Gallons $40 minimum Over 3,000 Gallons $4:89 $4.25/1,000 gallons 3. The following deposits shall be taken for use of City equipment (no exceptions) Hydrant Wrench $100 2-1/2" Fill Hose $150 1-1/2" Fill Hose with 2-1/2" Adapter $150 2-1/2" Hydrant Meter $1,500 3/4" and Small Meter $250 Nozzle $75 *If equipment is returned within 10 days of permit expiration in good condition, the full amount of meter deposit less 10% per month shall be refunded less water consumption at rates shown above. Cross -Connection Surcharges per billing period Inspection Not Completed - residential up to four-plex $150.00 per unit Inspection Not Completed - residential with more than 4 units & non-residential $600.00 Correction Not Made - residential up to four-plex $150.00 per unit Correction Not Made - residential with more than 4 units & non-residential $600.00 Industrial Water Rate, Meter 1 (effective 7/1/2022) All usage $2$2.29/1,000 gallons+ sales tax(effectiveIuly 1,'^"` #iest1,888 ga"8195 $7$1$8.04 minimum ' sah5 tax Can these be removed and added not to wate 1,001 10,000 galleRs $4-.83$1.88 i 000 gallons sales tax rate section 10,00133,000 gal eR-q $2.12$2.18�1,000gallons sales tax Final Bill Processing Fee $25 Obsolete or refusal of equipment charge (per month 30-$50 charge until replacement is scheduled) Delinquent sprinkling meter turn-off $25 Delinquent sprinkling meter turn -on $25 Residential/Commercial/Irrigation Water first 1,000 gallons $7-8-1$8.04 minimum + sales tax 1,001-10,000 gallons $3-83 $1.88/1,000 gallons + sales tax 10,001-33,000 gallons $242 $2.18/1,000 gallons + sales tax over 33,000 gallons $2-32 $2.39/1,000 gallons + sales tax Minimum Bill for Malfunctioning Meter $150 after 3rd contact attempt. (if metered separately, no minimum base rate is applied to irrigation meters with zero usage) Trunk Water Charge: $1,182/residential unit $2,954/acre non-residential Little Mountain Booster Station Trunk Area Charge $2,387/acre Water Access Charge 1" line 1-1/4" line 1-1/2" line 2" line 3" line 4" line 6" line 8" line Water Availability Charge (For those who have city water available but choose not to hook up) Water Meters 5/8" meter 3/4" meter 1" meter 11/2" meter 2" meter + up 1"0/4" meter valves 1"x1" meter valves Water meter replacement due to preventable damage Water Shut Off, Then Turned On Water Violations (sprinkling) 1st Violation 2nd Violation Each Subsequent Violation Minnesota Department of Health Water Service Connection Fee $833 + materials $1,266 + materials $1,518 + materials $1,997 + materials $2,498 + materials $3,291 + materials $4,143 + materials $5,440 + materials $42 (billed in July) $392 $412 + sales tax $43x1$453 + sales tax $541$568 + sales tax $872 $915 + sales tax Cost + $50 + sales tax $61$64 + sales tax $66 $69 + sales tax Cost+ Labor (1 hour minimum) $50 ($25 on/$25off) + delinquency (taxable if non -res.) No Fee $50 $100/per violation Currently $9.72 per year ($0.81 per month) SUMMARY ORDINANCE NO. 766A CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA A SUMMARY ORDINANCE ADOPTING THE 2020 FEE SCHEDULE TITLE III, CHAPTER 36 OF THE MONTICELLO CITY ORDINANCE NOTICE IS HEREBY GIVEN that, on December 13, 2022, Ordinance No. 766 was adopted by the City Council of the City of Monticello, Minnesota. Due to the lengthy nature of Ordinance No. 766, the following Summary Ordinance No. 766A has been prepared for publication as authorized by state law. The ordinance adopted by the Council establishes the 2022 Fee Schedule for the City of Monticello, also known as Title III, Chapter 36 of the Monticello City Code. The general purpose of the ordinance is to adopt fees for services provided by the City of Monticello with changes in the following sections: Cemetery Community Center Community Development — Planning/Zoning Community Development — Economic Development Engineering Fire Department License/Permits Miscellaneous Parks Public Works Sanitary Sewer Storm Sewer Waste Items Water 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 PUBLICATIONby the City Council of the City of Monticello, Minnesota, this 13t' day of December, 2022. ATTEST: Jennifer Schreiber, City Clerk VOTING IN FAVOR: VOTING IN OPPOSITION: ABSENT: CITY OF MONTICELLO Lloyd Hilgart, Mayor City Council Agenda: 12/13/2021 3C. Public Hearing - Consideration of adopting Resolution 2021-107 Certifying the 2022 Final Property Tax Levv and authorizine cancellation of certain deferred tax levies Prepared by: Meeting Date: ❑ Regular Agenda Item Finance Director 12/13/2021 ❑ Consent Agenda Item ® Public Hearing Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to adopt Resolution 2021-107 Certifying the 2022 Final Property Tax Levy and authorizing cancellation of certain deferred tax levies. PRIOR COUNCIL ACTION September 27, 2021: Consideration of adopting Resolution 2021-71 setting the 2022 preliminary tax levy. REFERENCE AND BACKGROUND Council and staff met several times since July to discuss the City's proposed 2022 tax levy and budget. Discussions included the estimated property tax capacity, with a focus on limiting the impact of a levy increase on residents. However, due to average property value increases of 5.67% for residential properties and 5.76% for apartments coupled with a roughly 7% decrease in value of the nuclear power generating plant, the tax bill will shift toward residents and apartment buildings in 2022. Council sought to minimize the levy increase without sacrificing essential spending by approving a 2022 preliminary City levy of $11,353,000 ($289,300 or 2.6% higher than 2021) and an HRA levy of $388,000 ($21,700 or 5.9% higher than 2021). Both levies were certified to Wright County for inclusion on the truth - in -taxation notices mailed to residents in November. The proposed final City tax levy is equal to the preliminary tax levy. The graph to the right reflects the levies over the last ten years. City & HRA Property Tax Levy $12,000,000 $10,000,000 $8,000,000 $6,000,000 $4,000,000 $2,000,000 $ URN I I in - 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 ■ City Tax Levy HRA Levy City Council Agenda: 12/13/2021 The following schedule displays the allocation of the levy over various funds: The General Fund increase is 4.3%. This helps fund the increase in lease payments for new equipment in the Central Equipment Fund and cost of living adjustments to the pay scale. The Community Center has been greatly impacted by the Coronavirus pandemic, so the tax levy in that fund was increased by 16.3% in 2021. However, in the interest of limiting the increase in taxes in 2022, the City anticipates using ARPA funds to balance the budget. While the capital levy increased, the debt levy decreased to offset the impact as the City looks to rethink when projects will be paid for on a pay-as-you-go basis rather than bonding for them. The supporting resolution includes details for the debt levies per the bond documents and shows staff's recommended decrease of the required levies due to current debt service fund balances. The overall combined City and HRA levy increase is recommended at 2.7%. The City has increased the levy by an average of 4% each year for the past 10 years. The chart on the following page demonstrates the relationship between the tax levy, tax capacity values and tax capacity rates and includes the recommended preliminary levy for 2022. The City tax levy and tax capacity value are plotted using the dollars shown on the left axis while the tax capacity rate is shown as a percentage using the right axis. The three are related as such: Tax Capacity Rate = Tax Levy Tax Capacity Value 2020 2021 2022 Property Property Property % $$ Fund Taxes Taxes Taxes Change Change General Fund $6,788,000 $7,169,000 $ 7,475,000 4.3% $306,000 MCC - Operating 417,000 485,000 485,000 0.0% - Capital 300,013 578,221 1,081,600 87.1% 503,379 2020A GO Bonds - 117,586 123,196 4.8% 5,610 2019A GO Bonds 728,620 714,945 709,446 -0.8% (5,499) 2018A GO Bonds 472,434 448,077 451,812 0.8% 3,735 2017A GO Bonds 427,367 430,097 427,367 -0.6% (2,730) 2016A GO Bonds 405,039 406,089 406,929 0.2% 840 2015B GO Bonds 198,385 201,115 192,650 -4.2% (8,465) 2014A GO Judgment Bonds 535,501 513,570 - -100.0% (513,570) 2005A/2011A GO IBF 172,641 - - - - Total City Levy $10,445,000 $11,063,700 $11,353,000 2.6% $289,300 HRA Levy 355,000 366,300 388,000 5.9% 21,700 Total $10,800,000 $11,430,000 $11,741,000 2.7% $ 311,000 $ Change $490,000 $630,000 $311,000 %Change 4.8% 5.8% 2.7% The General Fund increase is 4.3%. This helps fund the increase in lease payments for new equipment in the Central Equipment Fund and cost of living adjustments to the pay scale. The Community Center has been greatly impacted by the Coronavirus pandemic, so the tax levy in that fund was increased by 16.3% in 2021. However, in the interest of limiting the increase in taxes in 2022, the City anticipates using ARPA funds to balance the budget. While the capital levy increased, the debt levy decreased to offset the impact as the City looks to rethink when projects will be paid for on a pay-as-you-go basis rather than bonding for them. The supporting resolution includes details for the debt levies per the bond documents and shows staff's recommended decrease of the required levies due to current debt service fund balances. The overall combined City and HRA levy increase is recommended at 2.7%. The City has increased the levy by an average of 4% each year for the past 10 years. The chart on the following page demonstrates the relationship between the tax levy, tax capacity values and tax capacity rates and includes the recommended preliminary levy for 2022. The City tax levy and tax capacity value are plotted using the dollars shown on the left axis while the tax capacity rate is shown as a percentage using the right axis. The three are related as such: Tax Capacity Rate = Tax Levy Tax Capacity Value City Council Agenda: 12/13/2021 For example, in 2022, the proposed tax levy of $11,353,000 divided by the estimated tax capacity value of $30,816,639 equals the estimated tax capacity rate of 36.84%. This is a 3.3% increase from the 2021 tax capacity rate of 35.659%. I. Budget Impact: $11,741,000 in the General, Community Center, Capital Projects, Debt Service, and Economic Development Authority (EDA) funds. II. Staff Impact: Minimal. Staff will file the necessary forms to Wright County and the State of Minnesota. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends adoption of Resolution 2021-107 Certifying the 2021 Final Property Tax Levy and Authorizing Cancellation of Certain Deferred Tax Levies. SUPPORTING DATA • Draft Resolution 2021-107 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2021-107 RESOLUTION CERTIFYING THE 2022 FINAL PROPERTY TAX LEVY AND AUTHORIZING CANCELLATION OF CERTAIN DEFERRED TAX LEVIES WHEREAS, the Finance Director has prepared and submitted to the City Council a budget setting forth therein their estimated needs of the City of Monticello for operations, capital improvements and debt service for the fiscal year commencing January 1, 2022; and WHEREAS, the City Council has reviewed the same and has made such changes therein as appear to be in the best interest of the City of Monticello; NOW THEREFORE, BE IT RESOLVED by the City Council of the City of Monticello as follows: SECTION I. There is hereby levied upon all taxable property in the City of Monticello a direct ad valorem tax collectible in 2022 for the following purposes and in the following amounts: REVENUE NET CERTIFIED LEVY General $ 7,475,000 Community Center 485,000 Capital Projects 1,081,600 DEBT SERVICE FUNDS G.O. Bonds, Series 2015B 192,650 G.O. Bonds, Series 2016A 406,929 G.O. Bonds, Series 2017A 242,367 G.O. Bonds, Series 2017A - Abatement 185,000 G.O. Bonds, Series 2018A 131,812 G.O. Bonds, Series 2018A - Abatement 320,000 G.O. Bonds, Series 2019A 634,446 G.O. Bonds, Series 2019A - Abatement 75,000 G.O. Bonds, Series 2020A 123,196 TOTAL TAX LEVY $ 11,353,000 SECTION II. There is hereby levied $388,000 upon all taxable real property within the City of Monticello a special benefit tax, collectible in 2022, under Section 469.033, subd. 6, of the HRA Act (HRA levy): SECTION III. It is hereby determined that sufficient monies are now on hand, or will be when needed, for the payment of principal and interest to come due during the year 2022 for certain bond issues outstanding of the City of Monticello. SECTION III. The Auditor -Treasurer of Wright County is hereby authorized and directed, pursuant to the provisions of Section 475.61, Minnesota Statutes Annotated, to cancel or otherwise amend the levies for said indebtedness heretofore made to be levied in the year 2021 for collection in the year 2022 as follows: Debt Service Levies Bond Resolution 2022 Levy Levy Added (Canceled) G.O. Bonds, Series 2011A $ 173,533 $ - $ (173,533) G.O. Bonds, Series 2014A 606,707 - (606,707) G.O. Bonds, Series 2015B 197,650 192,650 (5,000) G.O. Bonds, Series 2016A 406,929 406,929 G.O. Bonds, Series 2017A 242,367 242,367 G.O. Bonds, Series 2017A - Abatement 185,000 185,000 G.O. Bonds, Series 2018A 148,812 131,812 (17,000) G.O. Bonds, Series 2018A - Abatement 320,000 320,000 G.O. Bonds, Series 2019A 664,446 634,446 (30,000) G.O. Bonds, Series 2019A - Abatement 75,000 75,000 G.O. Bonds, Series 2020A 123,196 123,196 - Total $ 3,143,640 $ 2,311,400 $ (832,240) SECTION IV. City personnel are instructed to submit the following certifications to various government agencies by December 28, 2021: • Certified copy of this resolution to the Wright County Auditor -Treasurer • City and HRA final levy certification forms to the Wright County Auditor -Treasurer • City and HRA levy Certification of Truth in Taxation Compliance forms to the Minnesota Department of Revenue • City and HRA Property Tax Levy Report forms to the Minnesota Department of Revenue. ADOPTED BYthe Monticello City Council this 13th day of December, 2021. CITY OF MONTICELLO Lloyd Hilgart, Mayor rer111111=125 Jennifer Schreiber, City Clerk The above resolution was introduced by Councilmember and was duly seconded by Councilmember The following voting in favor: The following voted in opposition: ya:1119INI[QLI STATE OF MINNESOTA COUNTY OF WRIGHT I hereby certify that the foregoing is a true and correct copy of a resolution duly passed, adopted and approved by the Monticello City Council at their scheduled meeting on December 13, 2021, and recorded in minutes of said meeting. Jennifer Schreiber, City Clerk Notary Public: Date: (STAMP) City Council Agenda: 12/13/2021 4A. Consideration of adopting Resolution 2021-108 Adopting the 2022 Budget and Authorizine Certain Finance -Related Actions Prepared by: Meeting Date: ® Regular Agenda Item Finance Director 12/13/2021 ❑ Consent Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to adopt Resolution 2021-108 adopting the 2022 Budget and authorizing certain finance -related actions. REFERENCE AND BACKGROUND The City's annual budget is a tool that translates Council's vision and goals for the City into a map for achieving our strategic objectives. How this versatile tool is used depends on the stakeholder. Policy makers use the budget to provide direction on service levels and place limits on spending. For managers, the budget offers benchmarks for measuring performance and assessing stewardship. To community advocates and activists, the budget conveys visibility as to whether their concerns are being addressed. Universally, the budget is an essential tool for communicating the city's plans, policies, procedures, and objectives regarding the services to be delivered and the assets to be acquired in the upcoming and future fiscal years. Council and City staff have spent numerous hours discussing the priorities for the community and forming a budget that will help achieve our goals. Council has identified six "big" projects, the first three of which have expenditures budgeted in 2022 that will bring us further along in the projects: a new Public Works Facility; The Pointes at Cedar; Downtown Revitalization; Bertram Chain of Lakes Regional Park; a Water Treatment Plant; and the Fallon Avenue Deep Trunk Line. Additional mid-range projects identified for future focus include stormwater ponding, improvements at Otter Creek Business Park, completion of School Boulevard to 90th Street, possible improvement to the Ditch 33 utilities, Safe -Routes -to -Schools and TED/TEDI grant improvements to streets and pathways, and FiberNet extensions to new neighborhoods. A Capital Improvement Plan (CIP) is included in the supporting data and shows the complete listing of long-range and mid-range capital projects and purchases on the City's horizon. Operating expenditures make up a significant portion of the City's budget. Wages and benefits, supplies, small tools and equipment, contracted services, and repairs and maintenance are all classified as operating expenditures that are needed for the City to run day-to-day. The most City Council Agenda: 12/13/2021 notable changes in the 2022 budget from 2021 are a 3% or more COLA increase to the pay scales and a continued increase in the investment of equipment. More detailed information on the budget of each of the City's funds is included. I. Budget Impact: $40,784,000 as noted in the resolution and other supporting data. II. Staff Impact: Minimal. Staff will file the necessary forms to the State of Minnesota and will submit the City's 2022 Budget Report to the Government Finance Officers Association (GFOA) for consideration of the GFOA Distinguished Budget Award. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends adoption of Resolution 2021-108 adopting the 2022 Budget and authorizing certain finance -related actions. SUPPORTING DATA A. Draft Resolution 2021-108 B. General Fund Summary C. Summary budgets for all other funds D. 2022 — 2031 Capital Improvement Plan CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2021-108 ADOPTING THE 2022 BUDGET AND AUTHORIZING CERTAIN FINANCE -RELATED ACTIONS WHEREAS, the budget is the fiscal blue print for the entire year where the City Council has considered and incorporated all foreseeable spending plans for 2022; and WHEREAS, the City, through sound fiscal policy, establishes that current revenues will be used to finance current expenditures and regularly occurring capital expenditures; and WHEREAS, the City Council shall by this resolution set forth the total expenditures and uses, excluding depreciation, and the total revenues and other sources for each budgeted fund. NOW THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello the following is hereby approved: SECTION 1. AUTHORIZATION OF ESTIMATED REVENUES FROM ALL SOURCES, APPROPRIATIONS, AND FUND BALANCE ADDED (EXPENDED): Revenues Expenditures Fund Balance Fund 2022 Budget 2022 Budget Added (Expended) General Fund $ 10,530,000 $ 10,530,000 $ - Special Revenue Funds Economic Development 1,093,000 887,000 206,000 Cemetery 33,000 33,000 - Small Community Development Grant 8,000 - 8,000 Monticello Community Center 1,800,000 1,800,000 - Total Special Revenue Funds 2,934,000 2,720,000 214,000 Debt Service Funds 2011A G.O. Refunding Bond 198,000 310,000 (112,000) 2015B G.O. Bonds 216,000 211,000 5,000 2016A G.O. Bonds 487,000 528,000 (41,000) 2017A G.O. Bonds 470,000 471,000 (1,000) 2018A G.O. Bonds 453,000 448,000 5,000 2019A G.O. Bonds 724,000 719,000 5,000 2020A G.O. Bonds 191,000 238,000 47,000 Total Debt Service Funds 2,739,000 2,925,000 186,000 Capital Project Funds Capital Project 2,547,000 6,490,000 (3,943,000) Street Lighting Improvement 150,000 425,000 (275,000) Park & Pathway Improvement 2,000 375,000 (373,000) Park Dedication 3,000 - 3,000 Total Capital Project Funds 2,702,000 7,290,000 (4,588,000) Enterprise Funds Water 1,670,000 1,745,000 (75,000) Sewage 3,050,000 3,476,000 (426,000) Stormwater 448,000 1,382,000 (934,000) Liquor 7,025,000 6,235,000 790,000 Deputy Registrar 825,000 731,000 94,000 Fiber Optics 1,880,000 1,950,000 (70,000) Total Enterprise Funds 14,898,000 15,519,000 621,000 Internal Service Funds Facilities Maintenance 325,000 325,000 IT Ser\Aces 425,000 425,000 Central Equipment 583,000 1,038,000 (455,000) Benefit Accrual 12,000 12,000 Total Internal Service Funds 1,345,000 1,800,000 455,000 Total All Funds $ 35,148,000 $ 40,784,000 $ 5,636,000 SECTION 2. TRANSFERS: By resolution, the Council can amend or rescind this section as the year progresses. The following list may include transfers for projects that have not received formal council authorization. Transfers for these projects can be rescinded any time during the budget year. a. To 2011A GO Improvement Bond Fund from EDA/TIF -$197,925. b. To Capital Projects Fund from 2011A G.O. Refunding Bond Fund - $111,000* c. To EDA Fund from General Fund - $6,000. * Transfer will be able for actual amount needed to close out fund after final bond payment. SECTION 3. OTHER BUDGET AUTHORIZING ACTIONS: a. Removes prior commitments and assignments, except those required by GASB, from fund balance classifications. b. Sets the General Fund reserve policy at 60-75% of expenditures. c. Approves Senior Center annual subsidy of $65,000. d. Approves a 3% wage adjustment to full-time (including union) employees and a 4% wage adjustment to union grades U10 & U11 commencing on first pay period beginning in January 2022, and approves an increase in the hourly call rate for the fire department to $13.50. e. Establishes the monthly standard health insurance benefits for union employees at $1,203.58 with an effective date of March 1, 2022. The monthly standard health benefits for participating non-union employees are $876.79 for the single plan and $1,627.69 for the family plan. Premium contributions are required from family/dependent plan participants for the difference between the standard benefit and coverage costs. No contribution is required from single -plan and non -plan participants. ADOPTED BYthe Monticello City Council this 13th day of December, 2021. CITY OF MONTICELLO Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk GENERAL FUND REVENUES 2019 MM ACTUAL 202, ACTUAL BUDGET 10 2022 BUDGET 0 CHANGE THRU 9/30 Property Taxes $ 6,667,831 $ 6,774,776 $ 7,169,000 $ 7,183,654 $ 7,475,000 4.3% Tax Increments - - - - - --- Franchise & Other Taxes 232,816 216,864 256,500 154,968 258,000 0.6% Sale of Goods - - - - - --- Licenses & Permits 603,925 521,369 420,300 748,987 471,100 12.1% Intergovernmental Revenues 431,004 737,650 404,000 1,248,772 463,000 14.6% Charges for Services 746,706 885,951 965,300 865,224 1,118,600 15.9% Fines & Forfeits 40,054 31,852 41,600 42,521 51,600 24.0% Special Assessments 802 166 150 468 100 -33.3% Miscellaneous 509,858 621,431 618,150 631,185 692,600 12.0% Contributed Capital 29,340 - - - - --- Operating Transfers In 25,000 - - - --- Debt Proceeds - I - --- TOTAL REVENUES $ 9,287,336 $ 9,790,059 $ 9,875,000 $ 10,875,779 $ 10,530,000 6.6% GENERAL FUND EXPENDITURES BY DEPT 2019 ACTUAL 2020 ACTUAL 2021 BUDGET 2021 THRU 9/30 22 BUDGET CHANGE GENERAL GOVERNMENT Mayor and Council $ 57,409 $ 52,589 $ 59,178 $ 47,578 $ 59,262 0.1% City Administration 443,963 789,820 956,408 758,776 1,075,361 12.4% City Clerk 121,197 180,824 128,960 108,062 195,337 51.5% Finance 456,902 451,819 458,156 389,689 499,015 8.9% Audit 45,940 39,559 44,000 44,797 38,500 -12.5% City Assessing 64,554 70,115 75,000 77,600 78,000 4.0% Legal 41,837 29,340 35,000 22,210 27,500 -21.4% Human Resources 142,812 142,232 139,054 114,367 148,810 7.0% Planning & Zoning 315,091 339,005 268,867 382,669 308,957 14.9% City Hall General City Buildings 66,422 60,501 86,910 67,348 70,687 -18.7% 21,225 14,857 23,183 16,427 - -100.0% TOTAL GENERAL GOVERNMENT $ 1,777,352 $ 2,170,661 $ 2,274,716 0 $ 2,029,523 THRU 9/30 $ 2,501,429 BUDGET 10.0% CHANGE EXPENDITURES BY DEPT ACTUAL ACTUAL BUDGET PUBLIC SAFETY Law Enforcement $ 1,455,727 $ 1,524,150 $ 1,595,638 $ 1,466,299 $ 1,650,816 3.5% Fire & Rescue 477,941 414,399 502,257 374,162 553,127 10.1% Fire Relief 123,640 131,638 135,000 134,691 140,000 3.7% Building Inspections 324,072 354,251 466,357 390,931 567,751 21.7% Emergency Management 8,253 257,565 6,000 13,560 25,225 320.4% Animal Control 46,709 49,522 56,842 44,815 59,971 5.5% National Guard 13,423 12,429 14,000 10,309 14,000 0.0% TOTAL PUBLIC SAFETY $ 2,449,765 $ 2,743,954 $ 2,776,094 $ 2,434,768 $ 3,010,890 8.5% EXPENDITURES BY DEPT ACTUAL ACTUAL BUDGET 2021 THRU 9/30 BUDGET CHANGE PUBLIC WORKS Public Works Administration $ 228,625 $ 221,881 $ 243,340 $ 207,227 $ 157,673 -35.2% Engineering 111,710 80,432 112,405 63,617 - -100.0% Public Works Inspections 90,047 102,110 169,632 89,120 359,683 112.0% Streets & Alleys 920,384 777,633 1,294,694 678,380 1,124,296 -13.2% Ice & Snow 454,607 326,120 375,600 297,845 407,126 8.4% Shop & Garage 178,063 199,310 256,932 236,712 315,246 22.7% Stormwater 27,650 - - - - --- Street Lighting 210,948 191,829 237,000 172,931 237,000 0.0% Refuse Collection 1 610,944 681,948 722,936 561,748 802,878 11.1 % TOTAL PUBLIC WORKS $ 2,832,978 $ 2,581,263 $ 3,4125539 $ 2,307,580 $ 3,403,902 General Fund Summary 1 GENERAL FUND EXPENDITURES BY DEPT & 2019 ACTUAL 2020 ACTUAL BUDGET 2021 THRU 9/30 2022 BUDGET CHANGE RECREATION AND CULTURE Senior Center 102,169 103,662 106,363 90,873 106,363 0.0% Park Operations 925,482 1,040,665 1,061,609 949,255 1,230,204 15.9% Park Ballfields 19,836 23,685 27,400 27,755 27,400 0.0% Public Arts Shade Tree Library 46,954 36,092 57,500 86,068 72,241 25.6% 61,396 79,024 105,065 80,089 118,175 12.5% 53,592 48,068 53,714 43,819 53,396 -0.6% TOTAL RECREATION AND CULTURE $ 1,209,429 $ 1,331,196 $ 1,4115651 $ 1,277,858 $ 1,607,779 13.9% GENERAL FU OTHER USES ACTUAL ACTUAL BUDGET THRU 9/30 2022 BUDGET CHANGE Operating Transfers $ 1,450,040 $ 1,000,000 $ - $ - $ 6,000 -- TOTAL OTHER USES $ 1,450,040 $ 1,000,000 $ $ - $ 6,000 --- TOTAL EXPENDITURE 9,719,564 $ 9,827,074 $ 9,875,000 $ 8,049,729 $ 10,530,000 6.6% FUND BALANCE - JANUARY 1 $ 7,109,478 $ 6,677,250 $ 6,640,235 $ 6,640,235 $ 9,466,286 Excess (Deficiency) of Revenues over Expenditures (432,228) (37,015) - 2,826,051 - FUND BALANCE - DECEMBER 31 $ 6,677,250 $ 6,640,235 $ 6,640,235 $ 9,466,286 $ 9,466,286 General Fund Summary 2 ENERAL FUND REVENUES ACTUAL 2020 ACTUAL BUDGET THRU11/30 BUDGET CHANGE Property Taxes $ 6,667,831 $ 6,774,776 $ 7,169,000 $ 7,183,654 $ 7,475,000 4.3% Franchise & Other Taxes 232,816 216,864 256,500 154,968 258,000 0.6% Licenses & Permits 603,925 521,369 420,300 748,987 471,100 12.1% Intergovernmental Revenues 431,004 737,650 404,000 1,248,772 463,000 14.6% Charges for Services 746,706 885,951 965,300 865,224 1,118,600 15.9% Fines & Forfeits 40,054 31,852 41,600 42,521 51,600 24.0% Special Assessments 802 166 150 468 100 -33.3% Miscellaneous 509,858 621,431 618,150 631,185 692,600 12.0% Contributed Capital 29,340 - - - - --- Operating Transfers In 25,000 - - - - --- TOTAL REVENUES $ 9,287,336 $ 9,790,059 $ 9,875,000 $ 10,875,779 $ 10,530,000 6.6% EXPENDITURES Personnel Services $ 3,324,061 $ 3,306,432 $ 3,651,591 $ 3,005,634 $ 3,897,421 6.7% Supplies 671,712 620,101 817,700 588,326 874,870 7.0% Other Services & Charges 3,974,851 4,569,741 4,969,109 4,128,319 5,173,309 4.1% Capital Outlay 298,900 330,800 436,600 327,450 578,400 32.5% Operating Transfers Out 1,450,040 1,000,000 - - 6,000 --- TOTAL EXPENDITURES $ 9,719,564 $ 9,827,074 $ 9,875,000 $ 8,049,729 $ 10,530,000 6.6% FUND BALANCE - JANUARY 1 $ 7,109,478 $ 6,677,250 $ 6,640,235 $ 6,640,235 $ 9,466,286 Excess (Deficiency) of Revenues over Expenditures (432,228) (37,015) - 2,826,051 - FUND BALANCE - DECEMBER 31 $ 6,677,250 $ 6,640,235 $ 6,640,235 $ 9,466,28 $ 9,466,286- A FUND REVENUES 2019 ACTUAL 2020 ACTUAL 2021 # BUDGET 2021 THRU11/30 2022 BUDGET % CHANGE Property Taxes $ 347,881 $ 354,390 $ 366,300 $ 366,900 $ 388,000 5.9% Tax Increments 679,925 707,824 617,344 729,790 630,344 2.1% Franchise & Other Taxes 634 690 - (26) - --- Intergovernmental Revenues - 185,000 - - 25,000 --- Charges for Services - 4,550 - 21,200 - --- Miscellaneous 157,644 82,465 202,356 312,031 43,656 -78.4% Operating Transfers In - - - - 6,000 --- TOTAL REVENUES $ 1,186,084 $ 1,334,919 $ 1,186,000 $ 1,429,895 $ 1,093,000 -7.8% EXPENDITURES Personnel Services $ 127,129 $ 134,190 $ 137,597 $ 113,055 $ 172,135 25.1% Supplies 146 - 200 - 200 0.0% Other Services & Charges 601,606 1,757,517 289,879 253,195 324,764 12.0% Capital Outlay 154,404 35,496 190,324 11,857 191,976 0.9% Operating Transfers Out 230,000 200,000 200,000 200,000 197,925 -1.0% TOTAL EXPENDITURES $ 1,113,285 $ 2,127,203 $ 818,000 $ 578,106 $ 887,000 8.4% FUND BALANCE - JANUARY 1 $ 7,240,465 $ 7,313,264 $ 6,520,980 $ 6,520,980 $ 7,372,769 Excess (Deficiency) of Revenues over Expenditures 72,799 (792,284)1 368,000 851,789 206,000 FUND BALANCE - DECEMBER 31 $ 7,313,264 $ 6,520,980 $ 6,888,980 $ 7,372,769 $ 7,578,769 All Funds Budget Summary 1 CEMETERY REVENUES 2019ME ACTUAL 2020 ACTUAL 2021 BUDGET THRU11/30 2022 BUDGET CHANGE Charges for Services $ 52,405 $ 40,884 $ 32,900 $ 53,301 $ 32,900 0.07. Miscellaneous 1,670 15,701 100 1 100 0.0% TOTAL REVENUES $ 54,075 $ 56,585 $ 33,000 $ 53,302 $ 33,000 0.0% EXPENDITURES Personnel Services $ 2,597 $ 2,982 $ 2,652 $ 3,628 $ 2,228 -16.0% Supplies 2,338 60 1,100 1,216 1,100 0.0% Other Services & Charges 20,219 24,279 29,248 23,423 29,672 1.4% Capital Outlay 54,906 - - - - --- TOTAL EXPENDITURES $ 80,060 $ 27,321 $ 33,000 $ 28,266 $ 33,000 0.0% FUND BALANCE - JANUARY 1 $ 52,060 $ 26,075 $ 55,339 $ 55,339 $ 80,375 Excess (Deficiency) of Revenues over Expenditures (25,985) 29,264 - 25,036 - FUND BALANCE - DECEMBER 31 $ 26,075 $ 55,339 $ 55,339 $ 80,375 $ 80,37W 1 SCDP FUND2019 REVENUES JIMACTUAL 2020 ACTUAL 2021 BUDGET 20 THRU11/30 2022 BUDGET ° CHANGE Miscellaneous $ 31,382 $ 20,173 $ 5,000 $ 4,045 $ 8,000 60.0% FUND BALANCE - JANUARY 1 $ 872,983 $ 904,365 $ 924,538 $ 924,538 $ 928,583 Excess (Deficiency) of Revenues over Expenditures 31,382 20,173 5,000 4,045 8,000 FUND BALANCE - DECEMBER 31 $ 904,365 $ 924,538 $ 929,538 $ 928,583 $ 936,583 COMMUNITY CENTER REVENUES 2019 ACTUAL ACTUAL BUDGET THRU11/30 BUDGET CHANGE Property Taxes $ 402,000 $ 417,000 $ 485,000 $ 485,000 $ 485,000 0.0% Intergovernmental Revenues - 42,827 - - 400,000 --- Charges for Services 1,361,002 496,912 423,700 659,130 899,000 112.2% Miscellaneous 63,534 54,287 2,300 34,756 16,000 595.7% Operating Transfers In - 425,000 325,000 - - -100.0% TOTAL REVENUES $ 1,826,536 $ 1,436,026 $ 1,236,000 $ 1,178,887 $ 1,800,000 45.6% EXPENDITURES Personnel Services $ 1,132,228 $ 871,143 $ 740,712 $ 698,919 $ 1,072,010 44.7% Supplies 192,222 96,312 77,120 45,242 119,600 55.1% Other Services & Charges 550,104 288,123 418,168 307,715 608,390 45.5% Capital Outlay 319,295 367,573 - - - --- TOTAL EXPENDITURES $ 2,193,849 $ 1,623,151 $ 1,236,000 $ 1,051,875 $ 1,800,000 45.6% FUND BALANCE - JANUARY 1 $ 606,795 $ 239,482 $ 52,357 $ 52,357 $ 179,369 Excess (Deficiency) of Revenues over Expenditures (367,313) (187,125) - 127,012 - FUND BALANCE - DECEMBER 31 $ 239,482 $W 52,357 $ 52,357 $ 179,369 $ 179,36 All Funds Budget Summary 2 TOTAL SPECT REVENUES 2019 ACTUAL ACTUAL 2021 BUDGET THRU11/30 BUDGET CHANGE Property Taxes $ 749,881 $ 771,390 $ 851,300 $ 851,900 $ 873,000 2.5% Tax Increments 679,925 707,824 617,344 729,790 630,344 2.1% Franchise & Other Taxes 634 690 - (26) - --- Intergovernmental Revenues - 227,827 - - 425,000 --- Charges for Services 1,413,407 542,346 456,600 733,632 931,900 104.1% Miscellaneous 254,230 172,626 209,756 350,833 67,756 -67.7% Operating Transfers In - 425,000 325,000 - 6,000 -98.2% TOTAL REVENUES $ 3,098,077 $ 2,847,703 $ 2,460,000 $ 2,666,129 $ 2,934,000 19.3% EXPENDITURES Personnel Services $ 1,261,954 $ 1,008,315 $ 880,961 $ 815,601 $ 1,246,373 41.5% Supplies 194,706 96,372 78,420 46,458 120,900 54.2% Other Services & Charges 1,171,929 2,069,919 737,295 584,332 962,826 30.6% Capital Outlay 528,605 403,069 190,324 11,857 191,976 0.9% Operating Transfers Out 230,000 200,000 200,000 200,000 197,925 -1.0% TOTAL EXPENDITURES $ 3,387,194 $ 3,777,675 $ 2,087,000 $ 1,658,248 $ 2,720,000 30.3% FUND BALANCE - JANUARY 1 $ 8,772,303 $ 8,483,186 $ 7,553,214 $ 7,553,214 $ 8,561,096 Excess (Deficiency) of Revenues over Expenditures (289,117) (929,972) 373,000 1,007,882 214,000 FUND BALANCE - DECEMBER 31 $ 8,483,186 $ 7,553,214 $ 7,926,214 $ 8,561,096 $ 8,775,096 2010A GO IMPROVEMENT BOND REVENUES ACTUAL 2020 ACTUAL 2021 BUDGET 2021 THRU11/30 2022 BUDGET I CHANGE Special Assessments Miscellaneous $ 36,136 $ $ - - $ - - $ - (8,455) - --- Operating Transfers In 135,000 - --- TOTAL REVENUES $ 162,681 $ - $ - $ - $ - --- EXPENDITURES Debt Service $ 881,424 $ - $ - $ - $ - --- Operating Transfers Out 75,000 - - - - --- TOTAL EXPENDITURES $ 956,424 $ - $ - $ - $ - --- FUND BALANCE - JANUARY 1 $ 793,743 $ - $ - $ - $ - Excess (Deficiency) of Revenues over Expenditures FUND BALANCE - DECEMBER 31 $ (793,743) - - - - All Funds Budget Summary 3 11A G.O. BOND FUND (2005A) REVENUES 2019 ACTUAL 2020 ACTUAL 2021 BUDGET THRU11/30 BUDGET CHANGE Property Taxes $ 150,581 $ 172,641 $ - $ - $ - --- Special Assessments 52,715 113,348 - - - --- Miscellaneous 18,037 (8,015) 1,000 - 75 -92.5% Operating Transfers In 205,000 200,000 200,000 200,000 197,925 -1.0% TOTAL REVENUES $ 426,333 $ 477,974 $ 201,000 $ 200,000 $ 198,000 -1.5% EXPENDITURES Other Services & Charges $ - $ 196 $ - $ - $ - --- Debt Service 429,521 1,259,466 200,000 199,175 199,000 -0.5% Operating Transfers Out - - - - 111,000 --- TOTAL EXPENDITURES $ 429,521 $ 1,259,662 $ 200,000 $ 199,175 $ 310,000 55.0% FUND BALANCE - JANUARY 1 $ 896,336 $ 893,148 $ 111,460 $ 111,460 $ 112,285 Excess (Deficiency) of Revenues over Expenditures (3,188) (781,688) 1,000 825 (112,000) FUND BALANCE - DECEMBER 31 $ 893,148 $ 111,460 $ 112,460 $ 112,285 $ 28 2014A G.O. JUDGMENT BONDS REVENUES 2019 ACTUAL 2020 ACTUAL 1 2021 # BUDGET 2021 THRU11/30 BUDGET CHANGE Property Taxes Miscellaneous $ 537,244 $ 535,501 $ 513,570 $ 513,570 $ - -100.0% 5,915 3,163 1,430 - - -100.0% TOTAL REVENUES $ 543,159 $ 538,664 $ 515,000 $ 513,570 $ - -100.0% EXPENDITURES Other Services & Charges $ - $ 196 $ - $ 1,350 $ - --- Debt Service 512,357 511,442 513,000 68,986 - -100.0% TOTAL EXPENDITURES $ 512,357 $ 511,638 $ 513,000 $ 70,336 $ - -100.0% FUND BALANCE - JANUARY 1 $ 90,886 $ 121,688 $ 148,714 $ 148,714 $ 591,948 Excess (Deficiency) of Revenues over Expenditures 30,802 27,026 2,000 443,234 1 - FUND BALANCE - DECEMBER 31 $ 121,688 $ 148,714 $ 150,714 $ 591,948 $ 591,948 2015B G.O. Bonds REVENUES 2019 d ACTUAL ACTUAL BUDGET THRU11/30 =022 BUDGET CHANGE Property Taxes $ 200,905 $ 198,385 $ 201,115 $ 201,115 $ 192,650 -4.2% Special Assessments 23,514 23,416 22,720 27,767 21,776 -4.2% Miscellaneous 4,448 2,557 1,165 - 1,574 35.1% TOTAL REVENUES $ 228,867 $ 224,358 $ 225,000 $ 228,882 $ 216,000 -4.0% EXPENDITURES Other Services & Charges $ - $ 196 $ - $ - $ 200 --- Debt Service 213,546 211,891 214,000 24,025 210,800 -1.5% TOTAL EXPENDITURES $ 213,546 $ 212,087 $ 214,000 $ 24,025 $ 211,000 -1.4% FUND BALANCE - JANUARY 1 $ 94,095 $ 109,416 $ 121,687 $ 121,687 $ 326,544 Excess (Deficiency) of Revenues overExpenditures 15,321 12,271 11,000 204,857 5,000 FUND BALANCE - DECEMBER 31 121,687 $ 132,687 $ 326,544 $ 331,54 All Funds Budget Summary 4 16A G.O. Bonds REVENUES 2019 ACTUAL 2020 ACTUAL 2021 BUDGET 2021 THRU11/30 2022 BUDGET CHANGE Property Taxes $ 409,134 $ 405,039 $ 406,089 $ 406,089 $ 406,929 0.2% Special Assessments 123,176 145,564 81,422 90,142 78,800 -3.2% Miscellaneous 14,970 8,875 1,489 - 1,271 -14.6% TOTAL REVENUES $ 547,280 $ 559,478 $ 489,000 $ 496,231 $ 487,000 -0.4% EXPENDITURES Other Services & Charges $ - $ 196 $ - $ - $ 200 --- Debt Service 529,096 525,941 527,000 32,775 527,800 0.2% TOTAL EXPENDITURES $ 529,096 $ 526,137 $ 527,000 $ 32,775 $ 528,000 0.2% FUND BALANCE - JANUARY 1 $ 348,442 $ 366,626 $ 399,967 $ 399,967 $ 863,423 Excess (Deficiency) of Revenues over Expenditures 18,184 33,341 (38,000) 463,456 (41,000) ND BALANCE - DECEMBER 31 $ 366,626 $ 399,967 $ 361,967 $ 863,423 $ 822,423 2017A G.O. Bonds REVENUES 2019 20 2021 2021 022 % ACTUAL ACTUAL BUDGET THRU11/30 BUDGET CHANGE Property Taxes $ 429,782 $ 427,367 $ 430,097 $ 430,097 $ 427,367 -0.6% Special Assessments 137,796 47,347 42,577 46,859 41,120 -3.4% Miscellaneous 10,322 6,141 1,326 - 1,513 14.1% TOTAL REVENUES $ 577,900 $ 487855 $ 474,000 $ 476,956 $ 470,000 -0.8% EXPENDITURES Other Services & Charges $ - $ 196 $ - $ - $ 200 --- Debt Service 472,286 470,731 473,000 46,420 470,800 -0.5% TOTAL EXPENDITURES $ 472,286 $ 470,927 $ 473,000 $ 46,420 $ 471,000 -0.4% FUND BALANCE - JANUARY 1 $ 163,015 $ 268,629 $ 278,557 $ 278,557 $ 709,093 Excess (Deficiency) of Revenues over Expenditures 105,614 9,928 1,000 430,536 (1,000) FUND BALANCE - DECEMBER 31 $ 268,629 $ 278,557 $ 279,557 $ 709,093 $ 708,093 2018A G.O. Bonds EM2U19 REVENUES ACTUAL 2020 ACTUAL 2021jA BUDGET 2021 THRU11/30 2022 BUDGET CHANGE Property Taxes $500,000 $472,434 $448,077 $448,077 $451,812 0.8% Miscellaneous 3,027 1,817 923 - 1,188 28.7% TOTAL REVENUES $503,027 $474,251 $449,000 $448,077 $453,000 0.9% EXPENDITURES Other Services & Charges - 196 - - 200 --- Debt Service 451,011 451,379 447,000 68,394 447,800 0.2% TOTAL EXPENDITURES $ 451,011 $ 451,575 $ 447,000 $ 68,394 $ 448,000 0.2% FUND BALANCE - JANUARY 1 $ 5,027 $ 57,043 $ 79,719 $ 79,719 $ 459,402 Excess (Deficiency) of Revenues over Expenditures 52,016 22,676 2,000 379,683 5,000 FUND BALANCE - DECEMBER 31 $ 57,043 $ 79,719 $ 81,719 $ 459,402 $ 464,402 All Funds Budget Summary 5 19A GO BONDS jEWfi REVENUES ME ACTUAL 2020 ACTUAL 2021 BUDGET THRU11/30 BUDGET CHANGE Property Taxes $ - $ 728,620 $ 714,945 $ 714,945 $ 709,446 -0.8% Special Assessments - 14,833 14,322 14,322 13,810 -3.6% Miscellaneous 11 912 733 - 744 1.5% Operating Transfers In 5,000 - - - - --- TOTAL REVENUES $ 5,011 $ 744,365 $ 730,000 $ 729,267 $ 724,000 -0.8% EXPENDITURES Other Services & Charges $ - $ 196 $ - $ 4,000 $ 200 --- Debt Service - 709,686 715,000 77,294 718,800 0.5% TOTAL EXPENDITURES $ - $ 709,882 $ 715,000 $ 81,294 $ 719,000 0.6% FUND BALANCE - JANUARY 1 $ - $ 5,011 $ 39,494 $ 39,494 $ 687,467 Excess (Deficiency) of Revenues over Expenditures 5,011 34,483 15,000 647,973 5,000 FUND BALANCE - DECEMBER 31 $ 39,494 $ 54,494 $ 687,467 $ 692,467 2020A GO BONDS REVENUES 2019W& ACTUAL 2020 MEL ACTUAL 2021 20 THRU11/30 2022�mmj BUDGET ° BUDGET CHANGE Property Taxes $ - $ - $ 117,586 $ 117,586 $ 123,196 4.8% Special Assessments - 124,520 68,554 92,013 66,966 -2.3% Miscellaneous - 414 860 - 838 -2.6% TOTAL REVENUES $ - $ 124,934 $ 187,000 $ 209,599 $ 191,000 2.1% EXPENDITURES Other Services & Charges $ - $ - $ - $ - $ 200 --- Debt Service - - 236,000 27,423 237,800 0.8% TOTAL EXPENDITURES $ - $ - $ 236,000 $ 27,423 $ 238,000 0.8% FUND BALANCE - JANUARY 1 $ - $ - $ 124,934 $ 124,934 $ 307,110 Excess (Deficiency) of Revenues over Expenditures - 124,934 (49,000) 182,176 (47,000) FUND BALANCE - DECEMBER 31 $ - $ 124,934 $ 75,934 $ 307,110 $ 260,110 TOTAL DEJSER]& FUM REVENUES ACTUAL 1 ACTUAL 2021 BUDGET BUDGET YO CHANGE THRU11/30 Property Taxes $ 2,227,646 $ 2,939,987 $ 2,831,479 $ 2,831,479 $ 2,311,400 -18.4% Special Assessments 373,337 469,028 229,595 271,104 222,472 -3.1% Miscellaneous 48,275 15,864 8,926 - 7,203 -19.3% Operating Transfers In 345,000 200,000 200,000 200,000 197,925 -1.0% TOTAL REVENUES $ 2,994,258 $ 3,624,879 $ 3,270,000 $ 3,302,583 $ 2,739,000 -16.2% EXPENDITURES Other Services & Charges $ - $ 1,372 $ - $ 5,350 $ 1,200 --- Debt Service 3,489,241 4,140,536 3,325,000 544,492 2,812,800 -15.4% Operating Transfers Out 75,000 - - - 111,000 --- TOTAL EXPENDITURES $ 3,564,241 $ 4,141,908 $ 3,325,000 $ 549,842 $ 2,925,000 -12.0% FUND BALANCE - JANUARY 1 $ 2,391,544 $ 1,821,561 $ 1,304,532 $ 1,304,532 $ 4,057,273 Excess (Deficiency) of Revenues over Expenditures (569,983) (517,029) (55,000) 2,752,741 (186,000) ND BALANCE - DECEMBER 31 $ 1,821,561 $ 1,304,532 $ 1,249,532 $ 4,057,273 $ 3,871,273 All Funds Budget Summary 6 CAPITAL PROJEC REVENUES ACTUAL 2020 ACTUAL 2021 BUDGET 2021 THRU11/30 2022 CHANGE BUDGET Property Taxes $ 707,660 $ 350,604 $ 578,221 $ 647,085 $ 1,081,600 87.1% Franchise & Other Taxes 56,011 33,694 20,000 - - -100.0% Intergovernmental Revenues 465,634 675,751 2,100,000 2,100,000 900,000 -57.1% Charges for Services 12,000 - - - - --- Special Assessments 225,492 58,039 54,755 428,338 205,575 275.4% Miscellaneous 302,240 316,439 40,024 121,611 248,825 521.7% Contributed Capital - 333,550 - 271,840 - --- Operating Transfers In 3,383,040 1,900,000 - - 111,000 --- Debt Proceeds 8,131,662 2,256,280 - - - --- TOTAL REVENUES $ 13,283,739 $ 5,924,357 $ 2,793,000 $ 3,568,873 $ 2,547,000 -8.8% EXPENDITURES Other Services & Charges Capital Outlay $ 82,352 $ 66,888 $ - $ 84,399 $ - --- 5,563,185 3,969,151 1,590,000 3,414,156 6,490,000 308.2% Debt Service 138,350 53,475 - - - --- Operating Transfers Out 5,000 - 200,000 200,000 - -100.0% TOTAL EXPENDITURES $ 5,788,887 $ 4,089,514 $ 1,790,000 $ 3,698,555 $ 6,490,000 262.6% FUND BALANCE - JANUARY 1 $ 6,913,851 $ 14,408,703 $ 16,243,546 $ 16,243,546 $ 16,113,864 Excess (Deficiency) of Revenues over Expenditures 7,494,852 1,834,843 1,003,000 (129,682) (3,943,000) FUND BALANCE - DECEMBER 31 $ 14,408,703 $ 16,243,546 $ 17,246,546 $ 16,113,864 $ 12,170,864 CLOSED BOND FUND REVENUES 20 2021 2021 022 ACTUAL ACTUAL BUDGET THRU11/30 BUDGET CHANGE Special Assessments $ 77,974 $ 104,750 $ 150,820 $ 749,381 $ - -100.0% Miscellaneous 25,075 17,602 5,180 - - -100.0% Operating Transfers In 75,000 - - - - --- TOTAL REVENUES $ 178,049 $ 122,352 $ 156,000 $ 749,381 $ - -100.0% FUND BALANCE - JANUARY 1 $ 613,649 $ 791,698 $ 914,050 $ 914,050 $ 1,663,431 Excess (Deficiency) of Revenues over Expenditures 178,049 122,352 156,000 749,381 - ND BALANCE - DECEMBER 31 $ 791,698 $ 914,050 $ 1,070,050 $ 1,663,431 $ 1,663,431 STREET LIGHT IMPROVEMENTS NEWO1 REVENUES 2020 ACTUAL 2021 BUDGET 2021 THRU11/30 022 BUDGET % CHANGE ACTUAL Franchise & Other Taxes $ 165,923 $ 190,336 $ 90,000 $ 131,921 $ 140,000 55.6% Miscellaneous 23,783 17,709 10,000 - 10,000 0.0% TOTAL REVENUES $ 189,706 $ 208,045 $ 100,000 $ 131,921 $ 150,000 50.0% EXPENDITURES Capital Outlay $ 3,787 $ 621 $ 100,000 $ - $ 425,000 325.0% FUND BALANCE - JANUARY 1 $ 602,585 $ 788,504 $ 995,928 $ 995,928 $ 1,127,849 Excess (Deficiency) of Revenues over Expenditures 185,919 207,424 - 131,921 (275,000) ND BALANCE - DECEMBER 31 $ 788,504 $ 995,928 $ 995,928 $ 1,127,849 $ 852,849 All Funds Budget Summary 7 PARK & PATHWAY IMPROVEMENT REVENUES ACTUAL 2020 ACTUAL 2021 BUDGET THRU11/30 022 BUDGET % CHANGE Miscellaneous Operating Transfers In $ 88,819 $ 48,760 235,000 $ 47,000 $ - $ 2,000 -95.7% 2,100,000 1,094,000 1,094,000 - -100.0% TOTAL REVENUES $ 2,188,819 $ 283,760 $ 1,141,000 $ 1,094,000 $ 2,000 -99.8% EXPENDITURES Other Services & Charges $ 28,016 $ - $ - $ - $ - --- Capital Outlay 1,917,927 506,656 750,000 (22,729) 375,000 -50.0% Operating Transfers Out - - - 18,997 - --- TOTAL EXPENDITURES $ 1,945,943 $ 506,656 $ 750,000 $ (3,732) $ 375,000 -50.0% FUND BALANCE - JANUARY 1 $ 696,465 $ 939,341 $ 716,445 $ 716,445 $ 1,814,177 Excess (Deficiency) of Revenues over Expenditures 242,876 (222,896) 391,000 1,097,732 (373,000) FUND BALANCE - DECEMBER 31 $ 939,341 $JW716,445 $ 1,107,445 $ 1,814,177 $ 1,441,177 PARK DEDICATION REVENUES 2020 2021 2021 022 % ACTUAL ACTUAL BUDGET THRU11/30 BUDGET CHANGE Special Assessments $ - $ - $ - $ 9,006 $ 2,096 --- Miscellaneous - - - - 904 --- Operating Transfers In - - - 18,997 - --- TOTAL REVENUES $ - $ - $ - $ 28,003 $ 3,000 --- EXPENDITURES Capital Outlay $ - $ - $ - $ 9,600 $ - --- FUND BALANCE - JANUARY 1 Excess (Deficiency) of Revenues over Expenditures $ - - $ - $ - $ - $ 18,403 - 18,403 3,000 FUND BALANCE - DECEMBER 31 $ $ $ 18,403 $ 21,40 STORMWATER ACCESS FUND REVENUES ACTUAL 2020 ACTUAL 2021 BUDGET THRU11/30 BUDGET CHANGE Charges for Services $ 159,779 $ - $ - $ - $ - --- Special Assessments 35,076 - - - - --- Miscellaneous 44,631 - - - - --- TOTAL REVENUES $ 239,486 $ - $ - $ - $ - --- EXPENDITURES Other Services & Charges $ 171,604 $ - $ - $ - $ - --- Operating Transfers Out 1,426,818 - - - - --- TOTAL EXPENDITURES $ 1,598,422 $ - $ - $ - $ - --- FUND BALANCE - JANUARY 1 $ 1,358,936 $ - $ - $ - $ - Excess (Deficiency) of Revenues over Expenditures FUND BALANCE - DECEMBER 31 (1,358,936) - - - - All Funds Budget Summary 8 STREET RECONSTI REVENUES ACTUAL 2020 ACTUAL 2021 BUDGET THRU11/30 BUDGET CHANGE Miscellaneous $ 57,409 $ 33,886 $ - $ - $ - --- EXPENDITURES Operating Transfers Out $ 135,000 $ - $ 1,654,000 $ 1,667,657 $ - -100.0% FUND BALANCE - JANUARY 1 $ 1,711,361 $ 1,633,770 $ 1,667,656 $ 1,667,656 $ - Excess (Deficiency) of Revenues over Expenditures (77,591) 33,886 (1,654,000) (1,667,656) - FUND BALANCE - DECEMBER 31 $ 1,633,770 $ 1,667,656 $ 13,656 $ $ REVENUES ACTUAL ACTUAL BUDGET THRU11/30 BUDGET CHANGE Property Taxes $ 707,660 $ 350,604 $ 578,221 $ 647,085 $ 1,081,600 87.1% Franchise & Other Taxes $221,934 $224,030 $110,000 $131,921 $140,000 27.3% Intergovernmental Revenues 465,634 675,751 2,100,000 2,100,000 900,000 -57.1% Charges for Services 171,779 - - - - --- Special Assessments 338,542 162,789 205,575 1,186,724 207,671 1.0% Miscellaneous 541,957 434,396 102,204 121,611 261,729 156.1% Contributed Capital - 333,550 - 271,840 - --- Operating Transfers In 5,558,040 2,135,000 1,094,000 1,112,997 111,000 -89.9% Debt Proceeds 8,131,662 2,256,280 - - - --- TOTAL REVENUES $ 16,137,208 $ 6,572,400 $ 4,190,000 $ 5,572,178 $ 2,702,000 -35.5% EXPENDITURES Other Services & Charges Capital Outlay $ 281,972 $ 66,888 $ - $ 84,399 $ - --- 7,484,899 4,476,428 2,440,000 3,401,027 7,290,000 198.8% Debt Service 138,350 53,475 - - - --- Operating Transfers Out 1,566,818 - 1,854,000 1,886,654 - -100.0% TOTAL EXPENDITURES $ 9,472,039 $ 4,596,791 $ 4,294,000 $ 5,372,079 $ 7,290,000 69.8% FUND BALANCE - JANUARY 1 $ 11,896,847 $ 18,562,016 $ 20,537,625 $ 20,537,625 $ 20,737,723 Excess (Deficiency) of Revenues over Expenditures 6,665,169 1,975,609 (104,000) 200,098 (4,588,000) FUND BALANCE - DECEMBER 31 $ 18,562,016 $ 20,537,625 $ 20,433,625 $ 20,737,723 $ 16,149,723 All Funds Budget Summary 9 TER FUND REVENUES ACTUAL 2020 ACTUAL 2021 BUDGET THRU11/30 BUDGET CHANGE Licenses & Permits $ 3,255 $ 3,095 $ 2,000 $ 5,185 $ 2,000 0.0% Intergovernmental Revenues - - - 7,901 - --- Charges for Services 1,484,338 1,785,105 1,504,500 1,682,814 1,574,049 4.6% Special Assessments 27,370 13,960 38,000 205,776 38,000 0.0% Miscellaneous 220,632 141,264 55,500 62,298 55,951 0.8% Contributed Capital 175,400 - - - - --- TOTAL REVENUES $ 1,910,995 $ 1,943,424 $ 1,600,000 $ 1,963,974 $ 1,670,000 4.4% EXPENDITURES Personnel Services $ 269,252 $ 250,345 $ 372,229 $ 240,212 $ 357,798 -3.9% Supplies 153,007 104,801 221,650 119,161 224,150 1.1% Other Services & Charges 267,713 339,048 491,121 338,347 513,052 4.5% Capital Outlay 98,214 - 850,000 108,006 650,000 -23.5% Operating Transfers Out 1,533,000 900,000 - - - --- TOTAL EXPENDITURES $ 2,321,186 $ 1,594,194 $ 1,935,000 $ 805,726 $ 1,745,000 -9.8% FUND BALANCE - JANUARY 1 $ 5,341,438 $ 4,931,247 $ 5,280,477 $ 5,280,477 $ 6,438,725 Excess (Deficiency) of Revenues over Expenditures (410,191) 349,230 (335,000)1 1,158,248 (75,000) FUND BALANCE - DECEMBER 31 $ 4,931,247 $ 5,280,477 $ 4,945,477 $ 6,438,725 $ 6,363,725 SEWAGE FUND IJ6 REVENUES 2019 ACTUAL 2020 ACTUAL 2021 BUDGET 2021 THRU11/30 2022 BUDGET CHANGE Intergovernmental Revenues $ - $ - $ - $ 16,376 $ - --- Charges for Services 3,551,941 3,430,574 2,890,000 3,059,393 3,020,000 4.5% Special Assessments 11,220 219 - 81,088 - --- Miscellaneous 179,948 74,575 30,000 1,395 30,000 0.0% Contributed Capital 99,100 - - - - --- Operating Transfers In - - 200,000 200,000 - -100.0% TOTAL REVENUES $ 3,842,209 $ 3,505,368 $ 3,120,000 $ 3,358,251 $ 3,050,000 -2.2% EXPENDITURES Personnel Services $ 358,413 $ 354,812 $ 384,021 $ 377,449 $ 383,531 -0.1% Supplies 127,552 154,593 173,500 141,782 176,000 1.4% Other Services & Charges 1,187,303 1,153,829 1,274,853 1,072,455 1,338,152 5.0% Capital Outlay - - 1,680,000 108,006 1,217,000 -27.6% Debt Service 364,106 70,257 366,626 67,126 361,317 -1.4% Operating Transfers Out 600,000 - - - - --- TOTAL EXPENDITURES $ 2,637,374 $ 1,733,491 $ 3,879,000 $ 1,766,818 $ 3,476,000 -10.4% FUND BALANCE - JANUARY 1 $ 4,308,695 $ 5,513,530 $ 7,285,407 $ 7,285,407 $ 8,876,840 Excess (Deficiency) of Revenues over Expenditures 1 1,204,835 1 1,771,877 1 (759,000)1 1,591,433 1 (426,000) FUND BALANCE - DECEMBER 31 $ 5,513,530 $ 7,285,407 $ 6,526,407 $ 8,876,840 $ 8,450,840 All Funds Budget Summary 10 STORMWATER FUND REVENUES 019 ACTUAL 2020 ACTUAL 2021 BUDGET 2021117M THRU11/30 2022 BUDGET CHANGE Charges for Services $ 61,757 $ 485,580 $ 446,000 $ 575,591 $ 446,000 0.0% Special Assessments - - - 104,277 - --- Miscellaneous 372 2,030 2,000 - 2,000 0.0% Contributed Capital - 446,564 - - - --- Operating Transfers In 1,426,818 - - - - --- TOTAL REVENUES $ 1,488,947 $ 934,174 $ 448,000 $ 679,868 $ 448,000 0.0% EXPENDITURES Personnel Services $ - $ 127,167 $ 107,055 $ 143,843 $ 143,044 33.6% Supplies - 641 21,000 418 21,000 0.0% Other Services & Charges - 10,468 29,945 6,682 40,956 36.8% Capital Outlay - - 700,000 - 1,177,000 68.1% TOTAL EXPENDITURES $ - $ 138,276 $ 858,000 $ 150,943 $ 1,382,000 61.1% FUND BALANCE - JANUARY 1 $ - $ 1,488,947 $ 2,284,845 $ 2,284,845 $ 2,813,770 Excess (Deficiency) of Revenues over Expenditures 1,488,947 795,898 (410,000) 528,925 (934,000) ND BALANCE - DECEMBER 31 $ 1,488,947 $ 2,284,845 $ 1,874,845 $ 2,813,770 $ 1,879,770 LIQUOR FUND REVENUES 01 2020 2021 2021 022 % ACTUAL ACTUAL BUDGET THRU11/30 BUDGET CHANGE Sale of Goods $ 6,374,153 $ 7,404,955 $ 6,679,000 $ 6,407,225 $ 7,013,000 5.0% Miscellaneous 55,889 23,827 5,000 447 12,000 140.0% TOTAL REVENUES $ 6,430,042 $ 7,428,782 $ 6,684,000 $ 6,407,672 $ 7,025,000 5.1% EXPENDITURES Personnel Services $ 625,051 $ 628,667 $ 701,811 $ 580,392 $ 757,420 7.9% Supplies 4,719,040 5,477,861 4,923,749 4,504,539 5,167,350 4.9% Other Services & Charges 257,521 247,714 258,440 213,368 300,230 16.2% Capital Outlay - - 50,000 - 10,000 -80.0% Operating Transfers Out 2,100,000 660,000 325,000 - - -100.0% TOTAL EXPENDITURES $ 7,701,612 $ 7,014,242 $ 6,259,000 $ 5,298,299 $ 6,235,000 -0.4% FUND BALANCE - JANUARY 1 $ 1,871,630 $ 600,060 $ 1,014,600 $ 1,014,600 $ 2,123,972 Excess (Deficiency) of Revenues over Expenditures (1,271,570) 414,540 425,000 1,109,372 790,000 FUND BALANCE - DECEMBER 31 $ 600,060 $ E,014,600 $ 1,439,600 $ 2,123,972 $ 2,913,972 All Funds Budget Summary 11 DEPUTY REGIS2020 REVENUES ACTUAL ACTUAL 2021 BUDGET 2021 THRU11/7U2GET00CHANGE Charges for Services $ 788,032 $ 800,954 40,622 $ 700,500 $ 812,14.2% 1566.7% Miscellaneous 215,693 1,500 TOTALREVENUES $ 1,003,725 $ 841,576 $ 702,000 $ 812, 17.5% EXPENDITURES Personnel Services $ 410,286 $ 466,262 $ 456,535 $ 477,237 $ 630,525 38.1% Supplies 9,936 7,109 9,900 7,673 10,600 7.1% Other Services & Charges 46,277 47,183 53,565 35,747 89,875 67.8% Capital Outlay - - 125,000 - - -100.0% TOTAL EXPENDITURES $ 466,499 $ 520,554 $ 645,000 $ 520,657 $ 731,000 13.3% FUND BALANCE - JANUARY 1 $ 990,502 $ 1,527,728 $ 1,848,750 $ 1,848,750 $ 2,140,458 Excess (Deficiency) of Revenues over Expenditures 537,226 321,022 57,000 291,708 94,000 FUND BALANCE - DECEMBER 31 $ 1,527,728 $ 1,848,750 $ 1,905,750 $ 2,140,458 $ 2,234,458 FIBER OPTICS REVENUES 2019 ACTUAL 2020 ACTUAL 2021 BUDGET 20 THRU11/30 2022 BUDGET ° CHANGE Charges for Services $ 1,794,153 $ 1,846,734 $ 1,863,000 $ 1,447,309 $ 1,869,708 0.4% Miscellaneous 17,541 14,001 2,000 2,401 10,292 414.6% TOTAL REVENUES $ 1,811,694 $ 1,860,735 $ 1,865,000 $ 1,449,710 $ 1,880,000 0.8% EXPENDITURES Personnel Services $ 244 $ 4,086 $ 6,300 $ 2,264 $ 6,275 -0.4% Supplies 80,921 111,721 100,000 92,317 100,000 0.0% Other Services & Charges 1,909,360 1,572,683 1,589,700 1,123,534 1,660,225 4.4% Capital Outlay - - 333,000 - 183,500 -44.9% TOTAL EXPENDITURES $ 1,990,525 $ 1,688,490 $ 2,029,000 $ 1,218,115 $ 1,950,000 -3.9% FUND BALANCE - JANUARY 1 $ 408,170 $ 229,339 $ 401,584 $ 401,584 $ 633,179 Excess (Deficiency) of Revenues overExpenditures (178,831) 172,245 (164,000) 231,595 (70,000) FUND BALANCE - DECEMBER 31 $ 229,339 01,584 $ 237,584 $ 633,179 $ 563,17 All Funds Budget Summary 12 REVENUES ME ACTUAL 2020 I= ACTUAL 2021 BUDGET THRU11/30 BUDGET YO CHANGE Sale of Goods $ 6,374,153 $ 7,404,955 $ 6,679,000 $ 6,407,225 $ 7,013,000 5.0% Licenses & Permits 3,255 3,095 2,000 5,185 2,000 0.0% Intergovernmental Revenues - - - 24,277 - --- Charges for Services 7,680,221 8,348,947 7,404,000 7,577,117 7,709,757 4.1% Special Assessments 38,590 14,179 38,000 391,141 38,000 0.0% Miscellaneous 690,075 296,319 96,000 66,896 135,243 40.9% Contributed Capital 274,500 446,564 - - - --- Operating Transfers In 1,426,818 - 200,000 200,000 - -100.0% TOTAL REVENUES $ 16,487,612 $ 16,514,059 $ 14,419,000 $ 14,671,840 $ 14,898,000 3.3% EXPENDITURES Personnel Services $ 1,663,246 $ 1,831,339 $ 2,027,951 $ 1,821,398 $ 2,278,593 12.4% Supplies 5,090,456 5,856,726 5,449,799 4,865,891 5,699,100 4.6% Other Services & Charges 3,668,174 3,370,925 3,697,624 2,790,133 3,942,490 6.6% Capital Outlay 98,214 - 3,738,000 216,011 3,237,500 -13.4% Debt Service 364,106 70,257 366,626 67,126 361,317 -1.4% Operating Transfers Out 4,233,000 1,560,000 325,000 - - -100.0% TOTAL EXPENDITURES $ 15,117,196 $ 12,689,247 $ 15,605,000 $ 9,760,559 $ 15,519,000 -0.6% FUND BALANCE - JANUARY 1 $ 12,920,435 $ 14,290,851 $ 18,115,663 $ 18,115,663 $ 23,026,944 Excess (Deficiency) of venues over Expenditures 1,370,416 3,824,812 (1,186,000) 4,911,281 (621,000) LA - 31 I7DB 3,026, ILITIES MAINTENANCE REVENUES 2021 BUDGET 2021022 THRU11/30 BUDGET % CHANGE ACTUAL ACTUAL Charges for Services $ - $ - $ 292,000 $ 73,000 $ 325,000 11.3% EXPENDITURES Personnel Services $ - $ - $ 203,772 $ 44,443 $ 134,103 -34.2% Supplies - - 38,000 13,202 123,000 223.7% Other Services & Charges - - 50,228 44,905 27,897 -44.5% Capital Outlay - - - - 40,000 --- TOTAL EXPENDITURES $ - $ - $ 292,000 $ 102,550 $ 325,000 11.3% FUND BALANCE - JANUARY 1 $ - $ - $ - $ - $ (29,550) Excess (Deficiency) of Revenues over Expenditures - - - (29,550) - FUND BALANCE - DECEMBER 31 $ $ (29,550) $ (29,550) All Funds Budget Summary 13 SERVICES REVENUES ME ACTUAL 2020 ACTUAL 2021 BUDGET 2021 I THRU11/30 2022 BUDGET CHANGE Charges for Services $ 249,200 $ 225,000 $ 244,500 $ 186,000 $ 421,000 72.2% Miscellaneous 7,084 5,621 3,500 323 4,000 14.3% TOTAL REVENUES $ 256,284 $ 230,621 $ 248,000 $ 186,323 $ 425,000 71.4% EXPENDITURES Personnel Services $ - $ - $ 42,000 $ 21,492 $ 97,745 132.7% Supplies 16,147 98,905 13,700 29,556 49,420 260.7% Other Services & Charges 126,928 235,292 174,800 186,747 255,555 46.2% Capital Outlay 7,468 11,597 17,500 25,208 22,280 27.3% TOTAL EXPENDITURES $ 150,543 $ 345,794 $ 248,000 $ 263,002 $ 425,000 71.4% FUND BALANCE - JANUARY 1 $ 276,816 $ 382,557 $ 267,384 $ 267,384 $ 190,705 Excess (Deficiency) of Revenues over Expenditures 105,741 (115,173) - (76,679) FUND BALANCE - DECEMBER 31 $ 382,557 IM67,384 $ 267,384 $ 190,705 $ 190,705 CENTRAL EQUIPMENT FUND REVENUES 2019 ACTUAL 2020 MEL ACTUAL 2021 MOP BUDGET 202MEk.° THRU11/30 BUDGET CHANGE Charges for Services $ 330,800 $ 330,800 $ 436,600 $ 327,450 $ 572,400 31.1% Miscellaneous 22,537 12,421 3,400 44,750 10,600 211.8% Contributed Capital - - - 44,955 - --- Operating Transfers In 200,000 - 560,000 573,657 - -100.0% TOTAL REVENUES $ 553,337 $ 343,221 $ 1,000,000 $ 990,812 $ 583,000 -41.7% EXPENDITURES Capital Outlay Debt Service $ 186,026 $ - $ 922,000 $ - $ 972,000 5.4% 131,477 10,168 67,000 3,360 1 66,000 1 -1.5% TOTAL EXPENDITURES $ 317,503 $ 10,168 $ 989,000 $ 3,360 $ 1,038,000 5.0% FUND BALANCE - JANUARY 1 $ 393,703 $ 629,537 $ 962,590 $ 962,590 $ 1,950,042 Excess (Deficiency) of Revenues over Expenditures 235,834 333,053 11,000 987,452 (455,000) FUND BALANCE - DECEMBER 31 $ 629,537 $ 962,590 $ 973,590 $ 1,950,042 $ 1,495,042 NEFIT A�LCRUAL FUND REVENUES ACTUAL 2020 ACTUAL 2021 BUDGET THRU11/30 BUDGET CHANGE Charges for Services $ 110,701 $ 6,541 $ 16,000 $ - $ 12,000 -25.0% Miscellaneous 9,587 6,927 3,000 - - -100.0% TOTAL REVENUES $ 120,288 $ 13,468 $ 19,000 $ - $ 12,000 -36.8% EXPENDITURES Personnel Services $ 29,841 $ 6,541 $ 16,000 $ - $ 12,000 -25.0% FUND BALANCE - JANUARY 1 $ 257,639 $ 348,086 $ 355,013 $ 355,013 $ 355,013 Excess (Deficiency) of Revenues over Expenditures 90,447 6,927 3,000 - - FUND BALANCE - DECEMBER 31 $ 348,086 $ 355,013 $ 358,013 $ 355,013 $ 355,013 All Funds Budget Summary 14 TOTAL INTERNAL SE REVENUES 2019 ACTUAL ACTUAL BUDGET % THRU11/30 BUDGET I CHANGE Charges for Services $ 690,701 $ 562,341 $ 989,100 $ 586,450 $ 1,330,400 1 34.5% Miscellaneous 39,208 24,969 9,900 45,073 14,600 47.5% Contributed Capital - - - 44,955 - --- Operating Transfers In 200,000 - 560,000 573,657 - -100.0% TOTAL REVENUES $ 929,909 $ 587,310 $ 1,559,000 $ 1,250,134 $ 1,345,000 -13.7% EXPENDITURES Personnel Services $ 29,841 $ 6,541 $ 261,772 $ 65,935 $ 243,848 -6.8% Supplies 16,147 98,905 51,700 42,757 172,420 233.5% Other Services & Charges 126,928 235,292 225,028 231,652 283,452 26.0% Capital Outlay 193,494 11,597 939,500 25,208 1,034,280 10.1% Debt Service 131,477 10,168 67,000 3,360 66,000 -1.5% TOTAL EXPENDITURES $ 497,887 $ 362,503 $ 1,545,000 $ 368,911 $ 1,800,000 16.5% FUND BALANCE - JANUARY 1 $ 928,158 $ 1,360,180 $ 1,584,987 $ 1,584,987 $ 2,466,210 Excess (Deficiency) of Revenues over Expenditures 432,022 224,807 14,000 881,223 (455,000) FUND BALANCE - DECEMBER 31 $ 1,360,180 $ 1,584,987 $ 1,598,987 $ 2,466,210 $ 2,011,210 TOTALi2021 2021 2022 REVENUES ACTUAL ACTUAL BUDGET THRU11/30 BUDGET % CHANGE Property Taxes $ 10,353,018 $ 10,836,757 $ 11,430,000 $ 11,514,118 $ 11,741,000 2.7% Tax Increments 679,925 707,824 617,344 729,790 630,344 2.1% Franchise & Other Taxes 455,384 441,584 366,500 286,864 398,000 8.6% Sale of Goods 6,374,153 7,404,955 6,679,000 6,407,225 7,013,000 5.0% Licenses & Permits 607,180 524,464 422,300 754,172 473,100 12.0% Intergovernmental Revenues 896,638 1,641,228 2,504,000 3,373,049 1,788,000 -28.6% Charges for Services 10,702,814 10,339,585 9,815,000 9,762,422 11,090,657 13.0% Fines & Forfeits 40,054 31,852 41,600 42,521 51,600 24.0% Special Assessments 751,271 646,162 473,320 1,849,437 468,243 -1.1% Miscellaneous 2,083,603 1,565,605 1,044,936 1,215,597 1,179,131 12.8% Contributed Capital 303,840 780,114 - 316,795 - --- Operating Transfers In 7,554,858 2,760,000 2,379,000 2,086,654 314,925 -86.8% Debt Proceeds 8,131,662 2,256,280 - - - --- TOTAL REVENUES $ 48,934,400 $ 39,936,410 $ 35,773,000 $ 38,338,643 $ 35,148,000 -1.7% EXPENDITURES Personnel Services $ 6,279,102 $ 6,152,627 $ 6,822,275 $ 5,708,567 $ 7,666,235 12.4% Supplies 5,973,021 6,672,104 6,397,619 5,543,432 6,867,290 7.3% Other Services & Charges 9,223,854 10,314,137 9,629,056 7,824,185 10,363,277 7.6% Capital Outlay 8,604,112 5,221,894 7,744,424 3,981,552 12,332,156 59.2% Debt Service 4,123,174 4,274,436 3,758,626 614,978 3,240,117 -13.8% Operating Transfers Out 7,554,858 2,760,000 2,379,000 2,086,654 314,925 -86.8% TOTAL EXPENDITURES $ 41,758,121 $ 35,395,198 $ 36,731,000 $ 25,759,367 $ 40,784,000 11.0% FUND BALANCE - JANUARY 1 $ 44,018,765 $ 51,195,044 $ 55,736,256 $ 55,736,256 $ 68,315,532 Excess (Deficiency) of Revenues over Expenditures 7,176,279 4,541,212 (958,000) 12,579,276 (5,636,000) FUND BALANCE - DECEMBER 31 $ i - All Funds Budget Summary 15 City of Monticello, Minnesota Capital Improvement Plan 2022-2031 Public Works SWD-13-001 PWK-13-001 Z422 i ijzb zszu zTZI 500,000 18,000,000 2,500,000 ZU25 ZU29 ZlSt 2131 1 otal 11111111 21,000,000 Public Works Facility Q Engineering Inspection Vehicle © VEQ-22-001 35,000 35,000 Paver 0 VEQ-22-002 100,000 100,000 Paver Trailer 0 VEQ-22-003 30,000 30,000 Dump Truck 0 VEQ-22-004 350,000 350,000 1.5 ton truck 0 VEQ-22-005 80,000 80,000 Mini Loader 0 VEQ-22-006 100,000 100,000 Fleet Replacement - See Fleet Replacement Plan 0 VEQ-13-023 639,720 846,594 114,646 520,103 320,968 77,096 29,573 38,725 411,217 2,998,642 2,245,000 7,095,000 5,995,000 1,145,000 1,745,000 2,245,000 12,395,000 39,800,000 Stormwater/Drain..- Stormwater Pond Restoration Stormwater Liftstation (TH 25 Pond) Boulevard Drainage Tile Chelsea/Fallon Avenue Pond Expansion Otter Creek Industrial Park - Pond A Construction Otter Creek Industrial Park - Pond D Construction Otter Creek Industrial Park - Karlsburger Pond Outlet Otter Creek Industrial Park Expansion Chelsea Road Outlet Control - HB07 Prairie Road Pond Outlet Street Sweeper The Pointes at Cedar Pond Ditch 33 Upgrades SWD-13-001 240,000 111 1 240,000 40,000 240,000 40,000 240,000 r 0 SWD-13-002 1,060,000 Streets Q SWD-13-004 50,000 50,000 50,000 50,000 50,000 50,000 50,000 50,000 50,000 50,000 0 City Street Signs Q MNC-13-001 25,000 609,000 0 SWD-20-001 480,000 25,000 Annual Chip Seal © MNC-14-001 0 300,000 300,000 300,000 300,000 300,000 1,500,000 Annual Crack Seal Q MNC-20-001 70,000 70,000 70,000 70,000 70,000 70,000 70,000 70,000 70,000 70,000 700,000 Street Light Improvements (see small area) 0 STR-13-010 100,000 75,000 75,000 75,000 75,000 75,000 75,000 75,000 75,000 75,000 775,000 Elm Street Sidewalk and 3rd St ped blinker Q STR-15-003 50,000 700,000 300,000 - SWD-22-012 187,000 750,000 Sidewalk Gap/ADA Improvement Project (TBD) 0 STR-15-004 200,000 100,000 100,000 100,000 100,000 100,000 100,000 100,000 100,000 100,000 1,100,000 95th Street Extension w/o noise wall Q STR-16-001 100,000 100,000 100,000 1,950,000 1,950,000 Flashing Yellow Arrow -Signal Improvements © STR-16-002 300,000 300,000 Fallon Ave & Trail Improvements - Chelsea to School Q STR-17-002 100,000 1,500,000 150,000 1,500,000 3,250,000 TH 25/4th Street Signal © STR-18-001 400,000 400,000 Walnut Street Corridor Improvement 0 STR-18-002 1,000,000 1,000,000 Pavement Preservation Program Q STR-19-001 1,500,000 3,250,000 1,500,000 3,250,000 1,500,000 11,000,000 Chelsea Road/Cedar Street Roundabout Q STR-19-005 50,000 300,000 350,000 School Blvd/Cedar Roundabout Q STR-20-002 100,000 700,000 800,000 School Blvd/Fallon Roundabout Q STR-20-003 50,000 450,000 500,000 Walnut River Street Connection Q STR-20-005 100,000 600,000 700,000 Edmondson Avenue Reconstruction 0 STR-20-006 2,500,000 2,500,000 90th Street Reconstruction - Chelsea to City Limits 0 STR-20-007 2,500,000 2,500,000 School Blvd Extension - Redford Lane to 90th Street Q STR-20-008 4,000,000 4,000,000 Broadway Sidewalk Improvements 0 STR-21-001 350,000 350,000 Chelsea Blvd/Cedar Roundabout STR-21-003 500,000 500,000 Chelsea Blvd/Edmonson Roundabout STR-21-004 500,000 500,000 Dundas Avenue Reconstruction STR-21-005 2,000,000 2,000,000 Hwy 25/Broadway Intersection Improvements (TED grant?) STR-22-007 650,000 650,000 Chelsea/90th West Extension Oversizing STR-22-008 200,000 200,000 Dalton Way Extension and Industrial Park Grading STR-22-009 1,000,000 1,000,000 School Boulevard Extension STR-22-010 250,000 250,000 500,000 2,245,000 7,095,000 5,995,000 1,145,000 1,745,000 2,245,000 12,395,000 39,800,000 Stormwater/Drain..- Stormwater Pond Restoration Stormwater Liftstation (TH 25 Pond) Boulevard Drainage Tile Chelsea/Fallon Avenue Pond Expansion Otter Creek Industrial Park - Pond A Construction Otter Creek Industrial Park - Pond D Construction Otter Creek Industrial Park - Karlsburger Pond Outlet Otter Creek Industrial Park Expansion Chelsea Road Outlet Control - HB07 Prairie Road Pond Outlet Street Sweeper The Pointes at Cedar Pond Ditch 33 Upgrades 1,600,000 1,060,000 500,000 1,059,000 480,000 560,000 120,000 1,000,000 40,000 600,000 187,000 23,780,500 1,000,000 SWD-13-001 240,000 240,000 40,000 240,000 40,000 240,000 40,000 240,000 40,000 240,000 0 SWD-13-002 1,060,000 Q SWD-13-004 50,000 50,000 50,000 50,000 50,000 50,000 50,000 50,000 50,000 50,000 0 SWD-17-001 450,000 609,000 0 SWD-20-001 480,000 0 SWD-20-002 560,000 0 SWD-20-003 120,000 0 SWD-22-011 1,000,000 0 SWD-20-005 40,000 0 SWD-20-006 300,000 300,000 0 SWD-22-012 187,000 0 SWD-22-013 2,700,000 3,000,000 3,172,500 2,309,000 5,607,000 6,992,000 SWD-22-014 100,000 100,000 100,000 100,000 100,000 100,000 100,000 100,000 100,000 100,000 1,600,000 1,060,000 500,000 1,059,000 480,000 560,000 120,000 1,000,000 40,000 600,000 187,000 23,780,500 1,000,000 City of Monticello, Minnesota Capital Improvement Plan 2022-2031 Recreation & Culture Pathway Maintenance (ops) (Reclassify) Q MNC-14-007 Sunset Ponds Open Air Shelter Q PAR -13-003 Pioneer Park - Band Shell Q PAR -13-004 BCOL Ball Fields (p&p) Future Phases Q PAR -13-012 BCOL County/City Maintenance Facility 0 PAR -22-015 CSAH 75 Pathway Lighting (W & E Bridge) Q PAR -13-014 West Bridge Splash Pad/East Bridge Band Shell Q PAR -15-005 West Bridge Play Structure Q PAR -17-002 Pioneer Park Play Structure Q PAR -17-004 Front Street Pier Q PAR -17-007 Park Master Plan Q PAR -20-001 Briarwood Trail Connection Q PAR -20-003 BCOL Road Maintenance 0 PAR -20-004 4th Street Park Improvements 0 PAR -20-006 Ellison Playground Equipment Q PAR -20-007 BCOL Athletic Field Needs Study PAR -21-001 River Mill Park Sidewalk/Parking PAR -21-002 Riverwalk Fishing Piers PAR -21-003 Wayfinding Signage PAR -21-004 Welcome Sign for Monticello 100,000 PAR -21-005 Bike Route Map 0 MNC-22-016 Columbarium-Riverside Cemetery PAR -21-006 Blvd Trees Q PAR -21-007 Great River Regional Trail PAR -21-008 Boarding Dock for Ellison Q STE-18-002 Kawasaki Mule 4010 Q PAR -22-017 Toro 7200D Mower Q PAR -22-018 Toro 7200D Mower Q PAR -22-019 Toro 4100D Mower Q PAR -22-020 2021 Isuzu Q PAR -22-021 Fleet Replacement - See Fleet Replacement Plan 0 VEQ-21-998 School Blvd SRTS Improvements - Trail: Fenning to Cardinal Hills 0 STR-20-001 School Blvd SRTS Improvements - Ped Crossings © STR-20-001 School Blvd SRTS Improvements - Pathway Lighting © STR-20-001 Fenning Avenue - Pathway Lighting © STR-20-001 Broadway Corridor Parklets Q STR-19-004 Park Cameras - 4th St MNC-22-022 Park Cameras - BCOL MNC-22-023 Park Cameras - East Bridge MNC-22-024 Park Cameras - Ballpark MNC-22-025 Park Cameras - Groveland MNC-22-026 Park Cameras - Ellison MNC-22-027 Park Cameras - Montiview 10,000 MNC-22-028 Park Cameras - Hillcrest 10,000 MNC-22-029 Park Cameras - Pioneer MNC-22-030 Park Cameras - West Bridge Subtotal Recreation MNC-22-031 - Utility - Water Annual Water System Improvements © UTW-13-001 Water Treatment Facility Q UTW-13-002 Well #6 © UTW-13-003 SCADA System - Water 0 VEQ-13-003 Backup Generator 10,000 UTW-22-032 Cast Iron Watermain Replacement UTW-22-033 50,000 15,000 21,000 21,000 87,000 63,000 375,000 400,000 150,000 175,000 6,900 8,700 3,700 4,700 2,500 6,200 4,000 4,200 4,500 6,000 60,000 60,000 60,000 60,000 60,000 60,000 60,000 60,000 16,000 16,000 90,000 200,000 700,000 700,000 700,000 700,000 700,000 500,000 60,000 800,000 100,000 100,000 25,000 35,000 200,000 25,000 425,000 100,000 20,000 100,000 25,000 10,000 10,000 10,000 10,000 10,000 10,000 10,000 10,000 50,000 12,000 70,000 10,000 10,000 10,000 10,000 500,000 500,000 33,000 197,161 64,943 161,441 25,000 109,984 5,015 229,379 10,000 530,000 32,000 90,000 3,700,000 500,000 60,000 800,000 100,000 100,000 25,000 35,000 200,000 25,000 425,000 100,000 20,000 100,000 25,000 90,000 50,000 12,000 70,000 40,000 1,000,000 33,000 15,000 21,000 21,000 87,000 63,000 767,923 375,000 400,000 150,000 175,000 25,000 6,900 8,700 3,700 4,700 2,500 6,200 4,000 4,200 4,500 6,000 150,000 150,000 150,000 150,000 150,000 150,000 150,000 150,000 150,000 150,000 1,500,000 28,000,000 28,000,000 1,200,000 1,200,000 400,000 400,000 100,000 100,000 460,000 460,000 460,000 460,000 460,000 460,000 460,000 460,000 460,000 4,140,000 2 City of Monticello, Minnesota Capital Improvement Plan 2022-2031 2022 2023 2024i Utility - Sewage MNC-17-001 110,000 110,000 WWTP Demo Obsolete WWTP Equipment Q Annual Sewage Line Improvements Q UTS-13-001 250,000 250,000 250,000 250,000 250,000 250,000 250,000 250,000 250,000 2,250,000 Liftstation - Marvin Road Q UTS-13-002 750,000 750,000 WWTP Solids Handling Improvements Q UTS-13-004 1,365,000 1,365,000 WWTP Phase 2 Improvements Q UTS-13-005 1,800,000 1,800,000 WWTP Repair and Maintenance A UTS-16-001 125,000 125,000 125,000 125,000 125,000 125,000 125,000 125,000 125,000 1,125,000 WWTP Headworks Improvements 9 UTS-17-001 2,100,000 2,100,000 Fallon Avenue Trunk Line Improvements Q UTS-17-002 300,000 5,000,000 6,500,000 11,800,000 SCADA System - Sewage A VEQ-13-004 800,000 800,000 Chelsea Road Dual Foremain Extension Q UTS-19-002 1,000,000 1,000,000 Vactor Dump Station Q UTS-20-001 100,000 100,000 112 Ton Pickup Q VEQ-22-034 42,000 42,000 Fleet Replacement - See Fleet Replacement Plan VEQ-21-999 47,790 316,196 - 182,029 - 50,005 - 178,777 129,658 904,455 West CSAH 39 Utility Extension VEQ-22-035 500,000 500,000 Subtotal - Sewage 905,750,000 557,029 375,0001,425,00500 Fire & Rescue VEQ-18-005 725,000 725,000 Engine 1 Q Turnout Gear Q STE-16-005 7,000 4,000 16,500 25,000 15,000 10,000 10,000 10,000 10,000 107,500 Utility 1 Q VEQ-18-006 150,000 150,000 Engine 12 Q VEQ-21-001 850,000 850,000 Tender l l Q VEQ-21-002 350,000 350,000 Utility 12 Q VEQ-21-003 165,000 165,000 Radios (remaining) MNC-22-036 15,000 15,000 15,500 15,500 16,000 16,000 16,500 16,500 17,000 17,000 160,000 Subtotal - Fire & Rescue 747,000 19,000 32,000 190,500 381,000 26,000 191,500 876,500 27,000 17,000 2,507,500 Building Inspections VEQ-22-037 35,000 35,000 Building Inspector Vehicle Q Building Inspector Vehicle © VEQ-22-038 35,000 35,000 Subtotal - Building llnsp�� 70,000 70,000 Facilities Maintenace VEQ-22-039 40,000 40,000 Facilities Maintenance Vehicle Q Roof - Library Q FAM -22-040 55,000 55,000 Carpet - Library FAM -22-041 40,000 40,000 Cooling unit - City Hall FAM -22-042 30,000 30,000 HVAC - PW FAM -22-043 30,000 30,000 155,000 40,000195,000 Liquor Store LIQ -13-002 75,000 75,000 Parking Lot Improvements Q Roof Q LIQ -18-001 50,000 50,000 Liquor Store Q LIQ -13-003 2,000,000 2,000,000 Liquor Store Coolers Q VEQ-13-046 10,000 10,000 Liquor Store Surveillance Cameras LIQ -22-044 15,000 15,000 MIN�� City of Monticello, Minnesota Capital Improvement Plan 2022-2031 110011111 Ref. 2022 2023 2024 2025 2026 2027 2028i 2031 Total Deputy Registrar VEQ-13-047 30,000 30,000 DMV Vehicle Subtotal - Deputy Regis', Fibernet FNM -22-045 183,500 200,000 200,000 200,000 200,000 200,000 200,000 200,000 200,000 200,000 1,983,500 Capital Expansion 183,500 200,000 200,000 200,000 200,000 200.000 200,000 200,000 200,000 1,983,500 IT Services STE-13-001 15,500 15,500 15,500 15,500 15,500 15,500 15,500 15,500 15,500 15,500 155,000 Personal Computers A Laptops A STE-13-005 3,000 3,000 3,000 3,000 3,000 3,000 3,000 3,000 3,000 3,000 30,000 Copier/Scanners Q STE-20-002 24,500 8,000 8,000 8,000 8,000 8,000 12,000 8,000 8,000 8,000 100,500 Plotter at Fire Station Q MNC-22-046 8,000 8,000 JIM 43,000 34,500 26,500 26,500 26,500 26,500 30,500 26,500 26,500 26,500 293,500 Monticello Community Center MCC -13-001 40,000 40,000 Movable Walls Q Mississippi Room Dais Top Q MCC -13-003 20,000 20,000 Concessions Front Counter Replacement Q MCC -13-004 100,000 100,000 East/West Door Handicap Doors Q MCC -17-003 20,000 20,000 New Patio to Replace Old Skate Park A MCC -18-001 250,000 250,000 Card Access Readers Q MCC -18-003 16,000 16,000 Carpet and Terrazo Repair A MNC-13-006 30,000 20,000 40,000 90,000 Vanity and Partition Replacement Q MNC-13-010 20,000 20,000 Recreation Equipment A STE-13-013 85,000 60,000 60,000 205,000 Surveillance Camera Update Q STE-15-001 45,000 45,000 Dishwasher Q STE-17-002 20,000 20,000 Recreation Software Q VEQ-18-001 35,000 35,000 Climbing Wall Resurface A MNC-19-001 35,000 35,000 Childcare Countertop Q MNC-19-002 5,000 5,000 $1111Ii .1 10111 $1111 .4 1�--y-TITSoe Grand Total 11,926,900 33,883,172 22,131,733 37,833,087 11,532,616 3,589,468 13,594,116 14,276,952 11,953,002 14,189,375 174,910,421 City Council Agenda: 12/13/2021 4B. Consideration of adopting Resolution 2021-109 approving the allocation of Coronavirus Local Fiscal Recovery Fund established under the American Rescue Plan Act (ARPA) Funds to certain uses Prepared by: Meeting Date: ® Regular Agenda Item Finance Director 12/13/2021 ❑ Consent Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to adopt Resolution 2021-109 Allocation of Coronavirus Local Fiscal Recovery Fund Established Under the American Rescue Plan Act (ARPA) Funds to Certain Uses. PRIOR COUNCIL ACTION June 28, 2021: Approved Resolution 2021-41 Accepting the Coronavirus Local Fiscal Recovery Fund Established Under the American Rescue Plan Act. REFERENCE AND BACKGROUND The American Rescue Plan Act of 2021 (ARPA) was signed into law on March 11, 2021 and originally provided the City with $1,462,814.50 in funding. An additional $47,903.14 was recently redistributed to the City of Monticello from other Non -Entitlement Units (NEUs) that did not claim their allocation of funds. Council's acceptance of the redistribution is included on the consent agenda tonight. Original Allocation: $1,462,814.50 Redistribution: S 47.903.14 Total Allocation: $1,510,717.64 The first half of this total allocation, $755,358.82, has been received to date. The remainder of the funds will be received in the second half of 2022. Per the United States Treasury, eligible uses of CLFRF funding must fall into one of the following four categories: A) Response to the public health emergency with respect to the Coronavirus Disease 2019 (COVID-19) or its negative economic impacts, including assistance to households, small businesses, and nonprofits, or aid to impacted industries such as tourism, travel, and hospitality; City Council Agenda: 12/13/2021 B) Response to workers performing essential work during the COVID— 19 public health emergency by providing premium pay to eligible workers of the State, territory, or Tribal/local government that are performing such essential work, or by providing grants to eligible employers that have eligible workers who perform essential work; C) For the provision of government services to the extent of the reduction in revenue of such State, territory, or Tribal / local government due to the COVID-19 public health emergency relative to revenues collected in the most recent full fiscal year of the State, territory, or Tribal government prior to the emergency; or D) To make necessary investments in water, sewer, or broadband infrastructure. The Monticello Community Center was greatly affected by the Coronavirus pandemic. The facility was forced to close twice in 2020, and much of the time it was open, mask requirements and capacity limitations kept patrons to a minimum. The absence of social gatherings and in- person professional meetings also contributed to the revenue loss. Staff limited expenditures where allowable, but the facility has significant fixed costs. In response to the impacts, Council made the difficult decision to eliminate the Community Center Director position and temporarily furloughed other staff. Even with combined diligence from the Council and staff, funding shortfalls were too high to overcome, and a $60,000 transfer was needed from the Liquor Fund in 2020. Furthermore, the aging building needed a new roof, but the Community Center fund could not pay for it, so an additional $365,000 was transferred from the Liquor Fund in 2020. While ARPA funds cannot be used to build up fund balances, using ARPA funds for the provision of services, before using any revenue generated by the MCC in 2021, is allowed. Using ARPA funds for the provision of government services is limited to the loss of revenue calculated by a formula provided by the United States Treasury. This formula was used by the Government Finance Officer's Association (GFOA) to create a spreadsheet to help governments calculate the applicable limit. City staff has calculated the City's revenue replacement limit at around $1 million as of December 31, 2020, which can be claimed in grant proceeds in 2021. By adopting the attached resolution, Council is authorizing staff to use $725,000 of the City's ARPA allocation, leaving the remaining $785,717.64 available for future use in any of the four categories described above. Please note, use of ARPA funds in future years can once again include revenue replacement for the Community Center in 2022, 2023, and/or 2024 among other expenditures. Budget Impact: $725,000 of revenue in the Community Center Fund. City Council Agenda: 12/13/2021 II. Staff Impact: None. Staff will continue to focus on increasing revenues and limiting expenditures in the Community Center Fund so reliance on the one-time ARPA funding is minimal. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends adoption of Resolution 2021-109 Allocation of Coronavirus Local Fiscal Recovery Fund Established Under the American Rescue Plan Act (ARPA) Funds to Certain Uses SUPPORTING DATA • Draft Resolution 2021-109 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2021-109 ALLOCATION OF CORONAVIRUS LOCAL FISCAL RECOVERY FUND ESTABLISHED UNDER THE AMERICAN RESCUE PLAN ACT FUNDS TO CERTAIN USES WHEREAS, Congress adopted the American Rescue Plan Act in March 2021 ("ARPA") which included $65 billion in recovery funds for cities across the country, WHEREAS, ARPA funds are intended to provide support to state, local, and tribal governments in responding to the impact of COVID-19 and in their efforts to contain COVID-19 in their communities, residents, and businesses; and, WHEREAS, city revenues, businesses and nonprofits in the city have faced economic impacts due to the Pandemic; and, WHEREAS, the City of Monticello has been awarded $1,462,814.50 in ARPA Funding allocation along with an additional redistribution of $47,903.14 for a total of $1,510,717.64; and, WHEREAS, the Finance Director as Chief Financial Officer of Monticello signed the Coronavirus State and Local Fiscal Recovery Funds Terms and Conditions Form and the Assurances of Compliance with Title VI of the Civil Rights Act of 1964 Form from the U.S. Department of Treasury on 6/16/2021 in order to receive the funds; and, WHEREAS, the United States Department of Treasury has adopted guidance regarding the use of ARPA funds; and, WHEREAS, the City, in response to the Pandemic, has had expenditures consistent with the Department of Treasury's ARPA guidance. NOW, THEREFORE, BE IT RESOLVED that the Monticello City Council designates $725,000 of ARPA funds, under the allowable use of revenue replacement, shall be allocated forthe provision of services at the Monticello Community Center in the fiscal year 2021. Approved by the City Council of Monticello, Minnesota this 13th day of December, 2021. Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk City Council Agenda: 12/13/2021 4C. Consideration to aaarove a reauest for Rezoning to Planned Unit Develoament. Final Stage Planned Unit Development, Final Plat, and Development Agreement for Monticello Business Center Eighth Addition for Monticello Lakes, a proposed 200 -unit multi -family residential prosect in a B-4 (Regional Business) District. Applicant: Baldur Real Estate, LLC Prepared by: Meeting Date: ® Regular Agenda Item NAC, Community Development Director 12/13/2021 ❑ Consent Agenda Item Reviewed by: Approved by: City Planner, Fire Marshal, Project City Administrator Engineer, Chief Building Official ACTION REQUESTED Decision 1: Motion to adopt Resolution No. 2021-110 and Ordinance No. 767 for rezoning of the proposed Lot 1, Block 1 of Monticello Business Center Eighth Addition to the Monticello Lakes Planned Unit Development. Planning Commission recommended rezoning to Planned Unit Development following the public hearing on October 5, 2021 and meeting of November 1, 2021. Decision 2: Motion to adopt Resolution No. 2021-111 approving the Final Stage PUD for Monticello Lakes, based on the findings in said resolution, and subject to conditions as listed in Exhibit Z of the staff report of December 13, 2021. Decision 3: Motion to adopt Resolution No. 2021-112 approving the Final Plat and Development Agreement for Monticello Business Center Eighth Addition and Monticello Lakes, based on the findings in said resolution, and subject to conditions as listed in Exhibit Z of the staff report of December 13, 2021, authorizing the Mayor and City Administrator to execute said Agreement, and further authorizing the Mayor and City Administrator to negotiate and specify final changes or amendments necessary to more fully execute the intention of the City Council with respect to the proposed project. PRIOR BOARD CONDSIDERATION The City Council approved the Preliminary Plat of Monticello Business Center Eighth Addition and the Development Stage PUD for Monticello Lakes on November 22, 2021. The approvals were made with a series of conditions, including a condition added by the City Council relating to building materials. City Council Agenda: 12/13/2021 Since that time, the applicant has been working to resolve the conditions listed in Exhibit Z of those approvals, including the City Engineer's comments. Planning Commission's recommendations from the November 1, 2021 meeting were provided with the Preliminary Plat/Development Stage PUD. The Commission's recommendation for rezoning is included with this report. PARC Commission reviewed the proposed plat for park dedication consideration in October. Their recommendation is discussed in the analysis below and is reflected in the development agreement and trail easement. REFERENCE AND BACKGROUND Property: Legal Description: Outlot C, Monticello Business Center PID: 155098000030 Planning Case Number: 2021-037 Request(s): Final Plat Rezoning from B-4, Regional Commercial District to PUD, Planned Unit Development District for Lot 1, Block 1 Final Stage Planned Unit Development Development Contract For reference in this case, PUD is being requested to: (1) Accommodate multiple buildings on one site. (2) Accommodate modified parking supply for multi -family residential. Deadline for Decision: November 15, 2021 (60 -day deadline) Extended to January 14, 2022 (120 -day deadline) Land Use Designation: Commercial and Residential Flex Located within The Pointes at Cedar Small Area Plan Zoning Designation: B-4, Regional Commercial Overlays/Environmental Regulations Applicable: NA Current Site Uses: Vacant Interim Use Permit (IUP) granted for sand/soil extraction Surrounding Land Uses: North: Vacant Land, (B-4) East: Mixed Residential (R-2, PUD) 2 City Council Agenda: 12/13/2021 South: Mid Density Residential (R-3) West: Commercial/Vacant (B-4) Project Description: The applicant proposes to final plat the property with a single buildable parcel and one outlot. The proposed project would be developed as a PUD on the proposed Lot 1, Block 1, with the larger outlot remaining for future platting for other development (as well as the public portions of The Pointes project). ANALYSIS: At Final Stage PUD and Final Plat approval, the City Council is asked to consider whether the final plat and final stage PUD application submittals meet the intent and conditions assigned with the prior approvals. The Council is also asked to approve a companion development contract, which serves to support development of the site in accordance with the final approvals. The proposed Monticello Business Center Eighth Addition/Monticello Lakes project is located within The Pointes at Cedar planning area. As a component of The Pointes at Cedar Small Area Plan (SAP) district, the expectations for development include residential land uses which embrace the Small Area Plan goals and which are designed to make use of that project's central amenity system. It is also intended that developments facilitate the infrastructure needs (especially stormwater capture for the lake) and the public recreational objectives of The Pointes area, primarily connecting to the public open spaces and trails in and around the site. Further, The Pointes plan seeks specifically to encourage architecture, site planning, and landscape design that incorporates the directions of the Small Area Plan objectives and policies. The conditions identified with the Preliminary Plat and Development Stage approvals are intended to support alignment with the planning for The Pointes project, in addition to the required standards of the subdivision and zoning ordinance. These are discussed in detail below. Final Stage PUD and Final Plat Plans - Conditions of Approval Analysis 1. Revise the central entrance drive to create an expanded sense of entry and terminal view through the project. Comment: The northerly principal building appears to have been shifted southward, impacting the view from the central drive to intended public area of The Pointes. The developer should clarify how they have met this condition. a. Develop a more identifiable visual focus point between the two building garage entrances on the west area of the site. Comment: The intent of this condition is to enhance the sense of entry to the project and provide visual focal cues to drivers entering the site of the 3 City Council Agenda: 12/13/2021 public space beyond. The current design appears to point toward a corner of the building northerly building, and it is not clear from the layout how this condition is met, either through the architectural aspects or the site planting and grading layouts. b. Revise landscaping plan accordingly to reflect additional upright plantings and consistency with the southerly Pointes biome. Comment: Complete and acceptable per revised landscape plans. Provide an updated site plan showing all amenities proposed by the development team. Comment: The applicant has provided revised site plans illustrating the principal building locations, community building footprint and amenities and detached accessory structures. 3. If accessory garage structures are to remain, supplement the site plan with proposed additional detail relating to the detached covered parking structures, including building materials, architecture, and other features that fit with the required The Pointes SAP theming on the site. This would include an emphasis on all four sides of these buildings, including the sides facing Edmonson Avenue. Comment: The applicant has provided revised elevations illustrating alternating materials on the rear sides of the buildings and the addition of brick treatment to the front facades of the accessory buildings. 4. Provide information on site lighting, including photometrics, wall lighting, and pole lighting details and height. Decorative lighting fixtures are strongly encouraged to accommodate The Pointes SAP theme. Comment: The applicant previously provided a photometric plan. The plan does not include specification or cut sheets for any pole standards or fixtures or building lighting fixtures. The applicant is required to provide this detail and meet the condition. The applicant is likely waiting for additional guidance from the City on fixture detail. 5. Provide information on site signage. Decorative sign plans and materials are strongly encouraged to accommodate The Pointes at Cedar SAP theme. Comment: No changes to the previously provided sign plan has been made to date. Condition is on-going. Revise the proposed grading plans to accommodate the following objectives: a. Maximize capture and pre-treatment of stormwater, directing it to other basin locations along the powerline corridor and/or the northerly abutting gateway, as directed by the City Engineering department. Comment: Pre-treatment is being managed primarily via a basin in the southerly parking area. The City Engineer's letter recommends a specific seed mix for this area for maintenance purposes. 51 City Council Agenda: 12/13/2021 b. Revise the slopes on the outside exposure of the building walls to create an undulating, natural form rather than a straight-line geometric bank, and accommodate access from ground units to the exterior. Comment: The applicant has added some undulation on the westerly slope edges adjacent to the buildings. The berms on the Edmonson edge have also been slightly modified. Staff recommends continued enhancements on the northerly and southerly slopes. 7. Compliance with fire code requirements as directed by the City, including those specifically identified in the letter dated November 5, 2021. These recommendations relate to ladder access on the perimeter of the buildings, hydrant spacing and other site circulation and internal building fire code compliance requirements. Comment: The developer's architect has provided a comment response letter. There letter indicates that an NFPA 13 -type fire suppression system is planned. Additional discussion between the applicant and staff/Fire Department is required on the HVAC smoke ventilation system for the buildings. 8. Revise building architecture to reflect Pointes at Cedar biome for the southern area. Incorporate prairie -style horizontal emphasis as reflected in the Community Building, including varying and interrupted roof planes, significant increase in the use of stone and/or brick above the garage -level exposures on all four fagades, and additional glass where practical as suggested in this report. Comment: The revised building elevations detail additional brick treatment along the front and rear facades, including the main entry. As a condition of approval, the applicant shall provide side elevations depicting materials consistent with the front facade materials. The roof planes are broken primarily at the building ends, but roofline variations through the center of building are provided. a. Clarify materials for decking and garage facades. The revised plans do not appear to detail materials for the decks. Applicant shall provide detail. 9. Modify the landscaping plan significantly to introduce more prairie -specific shrub and perennial species, along with oak clusters of different varieties, with particular emphasis on the outer portions of the project exposed to the common areas of The Pointes at Cedar project. Comment: The applicant revised their landscaping plan to reinforce the southern biome landscaping and provided a comment response letter. Staff has additional recommendations below. a. Landscaping and grading treatments with the Gateway area beneath the powerline shall demonstrate compliance with The Pointes at Cedar biome concept. 5 City Council Agenda: 12/13/2021 Comment: The applicant has clusters of staghorn sumac in this area, and the slope is dominated by a planting of dry prairie seed mix, consisting of a mix of grasses, wildflowers, and perennial forbs. Staff recommends additional common prairie species to diversify the planting plan, including shrubs such as leadplant, prairie rose, and wolfberry. While the powerline limits the ability of the applicant to plant taller woody materials, these shrubs would help represent the biome themes, and add variety to the landscape. With the modified form of the landscape, incorporate a more extensive prairie/oak planting palette as identified in the staff report throughout the project, enhanced plantings on berms, significant attention to seasonal plantings consistent with The Pointes prairie -savanna biome, and additional site contouring. Comment: The applicant has added clusters of Swamp White Oak to the landscape, primarily in the bermed areas along Edmonson. The central portions of the project area continue to be dominated by linear patterns of Red Maple, interspersed in some areas with Norway Pine. See comments below in Note "d" in this regard. c. Landscaping plans should be intentional and consistent with the grading plan. Comment: The plans continue to show an "engineered" slope design, which staff recommends be more contoured and naturalized, both in the southwest and west boundaries of the site. The tree plantings in these areas are currently shown to consist of Norway Pine, and are recommended to be replaced by Oak species, primarily Bur or Northern Pin Oak, both of which support the Small Area Plan focus on prairie and/or Oak Savanna planting themes. It is acknowledged that the Small Area Plan does not (nor does it intend to) reproduce authentically pure prairies, but instead, reflect the themes that are common to these areas. Norway Pine is a dominant species in Minnesota, but in the northern pine forests. It is susceptible to pine needle blight in the drier areas of the state and is uncommon in both the prairie and oak savannah areas. Where these areas border and meet the "Big Woods" biome — as in Wright County — broadleaf and hardwood species are dominant (Maples and Lindens in wetter areas, Oaks in drier areas). d. Shrub clusters in the southwesterly slope, and both shrub and oak tree clusters in the westerly slope, are an important component of the landscaping plan 0 City Council Agenda: 12/13/2021 Comment: As with the previous comment above, staff recommends a greater variety of shrub species beyond the sumac. It is also noted that the sumac plantings will require some maintenance to contain their aggressive spreading growth habits. 10. Address all plat recommendations of the City Engineer, including internal and plat perimeter easements. Comment: The applicant has provided revised preliminary and final plat documents. The revised plats illustrate perimeter easements, which shall be relabeled as "Drainage & Utility Easements." The internal drainage easement is subject to the review and comment of the City Engineer. 11. Address park dedication recommendations of the Parks, Arts, and Recreation Commission, including dedication of easement for pathway and appurtenant purposes along the powerline corridor. Comment: As recommended by the PARC and detailed in the development agreement, the applicant/developer is required to provide a trail and appurtenant easement along the powerline corridor as partial satisfaction of park dedication requirements. A draft trail easement is included in the supporting data. The balance of the dedication requirement shall be met by a cash payment. 12. Work with the City to ensure that connections to the adjoining Gateway and Commons area open spaces and pathways are properly placed for design, function, accessibility. and materials. Direct connections to The Pointes should consider concrete pathways. a. Develop additional connection points from each of the two principal buildings to The Pointes public spaces. Comment: The applicant has provided an additional connection to The Pointes from each building. Construction of these connections are internal to the site and not eligible for park dedication. Maintenance of these pathway connections will be the responsibility of the developer and the developer shall execute a maintenance agreement for these systems. b. Revise internal sidewalk access to the main pathway to the lake area per the recommendation of the Park & Recreation director. The revised site plan illustrates the required revision. 13. Compliance with the terms of the City's engineering staff letter dated October 26, 2021. Comment: The applicant continues to work through the comments of the City Engineer's office. A revised comment letter dated 12/8/21 is attached as supporting data. 14. Addition of brick or stone consistent with the principal building shall be added to the detached garage front facade and the front fagade of the community building. (Condition added by City Council on November 22, 2021). 7 City Council Agenda: 12/13/2021 Comment: The applicant has revised the architectural plans to comply with this condition. 15. Comments and recommendations of other staff and Planning Commission. None — per November 22 conditions. Final Plat Lot 1, Block 1 is approximately 10.7 acres in size, and the outlot approximately 21 acres. The plat is straightforward and continues to provide the right of way for Edmonson Avenue, subject to City Engineer review and comment. The final plat is subject to those remaining conditions and comments of the City Engineer and review by Wright County. PUD Zoning The project requires a PUD which is specific to Lot 1, Block 1 of the plat, accomplished by establishment of a PUD Zoning District applicable to the subject site. For Planned Unit Development, the City allows flexibility from certain zoning standards under an analysis where the City finds that the modifications result in an enhanced project that meets or exceeds the City's land use objectives and applicable standards for the area. The consideration for rezoning is made with the final plat and final stage PUD. A rezoning ordinance is included for Council consideration. The goals for this site relate generally to the Comprehensive Plan land use chapter and associated elements, and more specifically, to the detailed goals and objectives identified in The Pointes Small Area Plan. The land use proposal for multi -family residential and the density is consistent with The Pointes SAP's general goals of multi -family housing along the Edmonson Avenue exposure. The applicant has also continued to refine the various plan components of grading, drainage, and stormwater management, site design, landscape treatments, public space connections, and architecture in satisfaction of the conditions of approval and alignment with the goals of The Pointes SAP. Development Agreement A draft development agreement and finance plan for the Monticello Business Center Eighth Addition/Monticello Lakes project has been prepared, outlining the terms and conditions of approval and project development, as well as the necessary fees and securities for the development. The development agreement notes that as a PUD, it is the plans approved with the Final Stage PUD (subject to conditions) which take precedence in application of design standards. Therefore, the applicant's final stage plans, including those floor plans, elevations, and 0 City Council Agenda: 12/13/2021 landscaping plans define the applicable development standards for the Monticello Lakes development. At the time of this staff report, staff was still working with the Developer on the language in the Development Agreement. Therefore, the motion for approval of the Final Plat and PUD are written such that the Mayor and City Administrator are authorized to continue working with the developer on the Development Contract. The following are other terms in the agreement specific to this development. Planned Unit Development At this time, the rezoning to PUD applies only to Lot 1, Block 1 of the plat. The ordinance for rezoning is reflective of this condition. The development agreement notes that the PUD will control development for Lot 1, Block 1. Phased Development The developer is seeking to develop only Lot 1, Block 1 at this time. When development is to occur within Outlot A, the owner and developer of that property will be required to file any required land use and plat applications. Edmonson Avenue Consistent with the Deephaven project to the north, the development agreement allows the developer to defer the reconstruction of the half street improvement of Edmonson Avenue for up to five years, with a security in the amount of the reconstruction to City specifications to be provided. The developer is required to complete the improvement no later than October 1, 2026. The Developer should confirm the intended timing for the completion of the pathway connection along Edmonson. Staff's recommendation is that they pathway be installed at the time of the development. Park Dedication As recommended by the Park, Arts & Recreation Commission (PARC), the applicant/developer is required to provide a trail and appurtenant easement along the powerline corridor in partial satisfaction of park dedication requirements. The developer is received land value credit per foot for this easement. The difference between the value of the easement and the full dedication requirements shall be met by a cash payment. A draft trail easement is included in the supporting data and provides the City the opportunity to use the corridor for both pathway and other related purposes, including art, gateway architecture, lighting, landscaping, signage, sound and other appurtenant purposes. The final trail easement is subject to the comments of the Park & Recreational Director and City Attorney. 17 City Council Agenda: 12/13/2021 Trunk Area Charges The draft development agreement includes the required trunk area charges applicable to development of Lot 1, Block 1. The sections of the agreement pertaining to the trunk area charges allow that the developer may pay these costs at the time of final plat or building permit. If not paid in cash at the time of plat or permit, the charges will be assessed. The watermain and sanitary sewer may be paid with the building permit for each individual permit. If the developer elects the assessment option, the full amount of trunk area utility charges and park dedication as set forth in the agreement will be assessed to the lot. Securities The developer is required to post a number of letters of credit associated with the project, including: • Public improvements security for roads, utilities, lighting, pathways and stormwater systems • Landscaping security for general site landscaping, including stormwater area buffers. • Site grading The developer is also required to post a series of cash securities. City plan review and inspection of the public utility expenses are charged to these escrows. Council will also note that the final numbers for the landscaping security may vary based on the final engineer's estimates provided by the developer. Budget Impact: The applicant has submitted a fee and escrow to cover the expenses associated with the request. II. Staff Workload Impact: Consultant and staff in multiple departments spent time in the review and preparation of the staff reports relating to the multiple plan revisions submitted by the applicant. III. Comprehensive Plan Impact: The proposed project lies within the planning area of The Pointes at Cedar Small Area Plan. The SAP provides guidance on the expected residential density and character. The SAP also notes that The Pointes area will accommodate higher residential densities, mixing a variety of housing forms and types to provide for a full range of housing options. STAFF RECOMMENDED ACTION Staff is supportive of the proposed PUD applications and Plat, subject to a series of revised conditions based on the most recently submitted plans. Those conditions are listed in Exhibit Z of this report. Primarily, they relate to the ability to continue to review updated plans as they 10 City Council Agenda: 12/13/2021 are submitted to ensure consistency with the City Council's expectations for the project and the area. The applicant has made revisions and additions since the preliminary plat and Development Stage PUD that will better align the project consistent with the requirements of The Pointes at Cedar SAP goals and the enhancements to project design required of PUD design. The Development Stage documents, along with the Final Stage materials, should be updated to comply with each of the terms of the Council's final approvals. Given that many of the final documents are still in process, the Exhibit Z conditions — as well as the draft approval resolutions — are written to accommodate additional staff review, and authorization for the Mayor and City Administrator to execute the Development Agreement with plan adjustments reflecting the conditions and changes discussed. With the conditions identified in Exhibit Z, staff recommends approval of the Final Plat for Monticello Business Center Eighth Addition, Rezoning Ordinance to Monticello Lakes PUD District, Final Stage PUD, and Development Agreement for the Monticello Lakes project. SUPPORTING DATA A. Resolution 2021-110, Plat for Monticello Business Center 8th Addition B. Resolution 2021-111, Final Stage PUD C. Resolution 2021-112, Rezoning to PUD D. Resolution PC -2021-039 - Rezoning to PUD E. Ordinance No. 767 F. Aerial Image G. Revised Narrative H. Revised Final Stage PUD Plans a. Revised Site Plan, 12/8/21 b. Revised Architectural Elevations, 12/8/21 c. Revised Preliminary Construction Plans for Utilities, 12/6/21 d. Revised Grading Plan, 12/6/21 e. Revised Landscaping Plan, 12/21 f. Revised Preliminary Plat, 12/8/21 g. Tree Planting Information I. Revised Final Plat J. Existing Conditions K. Photometric Plan L. Sign Plan M. Written Response to City Comments N. City Engineer's Letter, dated December 8, 2021 11 107 Q. R. S. T. U. Z. City Council Agenda: 12/13/2021 Fire Chief & Fire Marshal's Letter, dated November 5th, 2021 Fire Code Response Letter Draft Finance Plan Draft Development Agreement Excerpts, The Pointes Small Area Plan Permanent Easement — Sidewalk, Trail & Appurtenances, DRAFT Trail Easement Exhibit Conditions of Approval EXHIBIT Z Conditions of Approval Monticello Business Center Eighth Addition Final Plat Monticello Lakes Final Stage PUD 1. The applicant submits all required revised plans and documents for final staff review, and such documents are found to be consistent with all requirements of the City Council approvals and expectations. 2. The Final Plat is signed by the City and recorded only after all plans are reviewed and approved, including any plan and development agreement amendments as may be required by the City Administrator. 3. Revise the central entrance drive to create an expanded sense of entry and terminal view through the project. 4. Provide information on site lighting, including photometrics, wall lighting, and pole lighting details and height. Decorative lighting fixtures to accommodate The Pointes SAP theme. 5. Provide information on site signage. Decorative sign plans and materials to accommodate The Pointes at Cedar SAP theme. 6. Revise the proposed grading plans to accommodate the following objectives a. Continued undulation enhancements on the southwest and west boundaries. 7. Compliance with fire code requirements as directed by the City, including those specifically identified in the letter of November 5th, 2021. These recommendations relate to ladder access on the perimeter of the buildings, hydrant spacing and other site circulation and internal building fire code compliance requirements. 8. Revise building elevations to illustrate side building views and to specify materials for decking, community building and garage facades; these materials shall be consistent with the principal building. 12 City Council Agenda: 12/13/2021 9. Modify the landscaping plan to incorporate the plantings recommendations in the staff report of December 13th, 2021. 10. Address all plat recommendations of the City Engineer, including internal and plat perimeter easements. 11. Compliance with the terms of the City's engineering staff letter dated December 8, 2021. 12. The applicant enters into a PUD and Plat development agreement. 13. The applicant executes the required Trail & Appurtenance Easement which shall include, but not be limited to art, gateway architecture, lighting, landscaping, signage, sound and other appurtenant purposes. The applicant shall provide the legal description necessary for the easement. The easement is subject to the review and comment of the City Attorney. 14. The applicant executes the required Trail Maintenance Agreement for the internal connections to The Pointes pathways, which provides for private maintenance responsibility for the connections. 15. Outlot A is subject to submission, review and approval for required applications, including, but not limited to, application for rezoning, preliminary and final plat and may be subject to submission, review and approval for required applications for planned unit development or amendment to planned unit development as determined by the City. 16. Comments and recommendations of City Council. 13 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2021-110 A RESOLUTION OF THE MONTICELLO CITY COUNCIL APPROVING A FINAL PLAT FOR MONTICELLO BUSINESS CENTER EIGHTH ADDITION FOR MONTICELLO LAKES, A MULTIPLE FAMILY RESIDENTIAL SUBDVISION WHEREAS, the applicant is proposing to develop unplatted property along Edmonson Avenue in the B-4, Regional Business Zoning District; and WHEREAS, the applicant is proposing to rezone the property from B-4, Regional Business to Monticello Lakes PUD District, accommodating multi -family residential uses; and WHEREAS, the applicant has submitted a request to plat said property into one development lot and one outlot, along with public street dedication and other features, under a PUD; and WHEREAS, the site is guided for mixed uses under the label Commercial and Residential Flex in the City's Comprehensive Plan; and WHEREAS, the proposed PUD, along with the companion Plat, are consistent with the long-term use and development of the property for industrial uses; and WHEREAS, the plat will comply with the required policies and requirements of the Subdivision Ordinance, contingent on conditions noted in this resolution and upcoming Final Plat review comments; and WHEREAS, the Planning Commission held a public hearing on October 5th, 2021 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission recommended approval of the Preliminary Plat subject to a series of conditions detailing the need for greater consistency with The Pointes Small Area Plan recommendations for the "Quercus" biome and other factors, which are reflected in the conditions listed in this Resolution; and WHEREAS, the City Council of the City of Monticello has considered all of the comments and the staff report of December 13th, 2021, which are incorporated by reference into the resolution; and WHEREAS, the City Council of the City of Monticello makes the following Findings of Fact in relation to the approval: The Plat provides an appropriate means of furthering the intent of the Comprehensive Plan and The Pointes Small Area Plan for the site by putting the existing and proposed improvements and parcels to a multi -family, high density residential use. 2. The proposed improvements on the site under the Plat are consistent with the needs of the development in this location as a mixed residential area. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2021-110 3. The improvements will have expected impacts on public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the development as proposed. 4. The development and building designs, per conditions as approved, successfully fulfill the intent of the City's development plans and regulations. 5. The flexibility from Subdivision Regulations in the Plat for the project is consistent with the intent of the City's economic development objectives, as well as with the intent of the PUD zoning regulations. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota, that the Monticello City Council approves the Final Plat for Monticello Business Center Eight Addition for Monticello Lakes, subject to the conditions listed in Exhibit Z of the staff report as follows: 1. The applicant submits all required revised plans and documents for final staff review, and such documents are found to be consistent with all requirements of the City Council approvals and expectations. 2. The Final Plat is signed by the City and recorded only after all plans are reviewed and approved, including any plan and development agreement amendments as may be required by the City Administrator. 3. Revise the central entrance drive to create an expanded sense of entry and terminal view through the project. 4. Provide information on site lighting, including photometrics, wall lighting, and pole lighting details and height. Decorative lighting fixtures to accommodate The Pointes SAP theme. 5. Provide information on site signage. Decorative sign plans and materials to accommodate The Pointes at Cedar SAP theme. 6. Revise the proposed grading plans to accommodate the following objectives a. Continued undulation enhancements on the southwest and west boundaries. 7. Compliance with fire code requirements as directed by the City, including those specifically identified in the letter of November 5th, 2021. These recommendations relate to ladder access on the perimeter of the buildings, hydrant spacing and other site circulation and internal building fire code compliance requirements. 8. Revise building elevations to illustrate side building views and to specify materials for decking, community building and garage fagades; these materials shall be consistent with the principal building. 9. Modify the landscaping plan to incorporate the plantings recommendations in the staff report of December 13th, 2021. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2021-110 10. Address all plat recommendations of the City Engineer, including internal and plat perimeter easements. 11. Compliance with the terms of the City's engineering staff letter dated December 8, 2021. 12. The applicant enters into a PUD and Plat development agreement. 13. The applicant executes the required Trail & Appurtenance Easement which shall include, but not be limited to art, gateway architecture, lighting, landscaping, signage, sound and other appurtenant purposes. 14. The applicant executes the required Trail Maintenance Agreement for the internal connections to The Pointes pathways, which provides for private maintenance responsibility for the connections. 15. Outlot A is subject to submission, review and approval for required applications, including, but not limited to, application for rezoning, preliminary and final plat and may be subject to submission, review and approval for required applications for planned unit development or amendment to planned unit development as determined by the City. 16. Comments and recommendations of City Council. BE IT FURTHER RESOLVED BY THE CITY COUNCIL OF MONTICELLO, MINNESOTA, that the document titled "Development Contract and Planned Unit Development and for "Monticello Business Center Eighth Addition" with assignment of the specific terms and conditions for public improvements and the specific terms and conditions for plat development, is hereby approved. ADOPTED this 13th day of December 2021, by the City Council of the City of Monticello, Minnesota. MONTICELLO CITY COUNCIL : r_ra9:6115 Jennifer Schreiber, City Clerk 3 Lloyd Hilgart, Mayor CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2021-111 A RESOLUTION OF THE MONTICELLO CITY COUNCIL APPROVING A FINAL STAGE PLANNED UNIT DEVELOPMENT FOR MONTICELLO LAKES, A 200 UNIT MULTI -FAMILY RESIDENTIAL PROJECT WHEREAS, the applicant proposes to develop property along Edmonson Avenue, currently zoned B-4. Regional Business District; and WHEREAS, the applicant proposed to rezone the property from B-4, Regional Business to Monticello Lakes PUD District; and WHEREAS, the applicant has submitted a request to plat said property into one development lot and one outlot under a PUD; and WHEREAS, the site is guided for mixed uses under the label Commercial and Residential Flex in the City's Comprehensive Plan; and WHEREAS, the site is within the planning area of the Chelsea Commons Small Area Plan, which directs the site for multi -family residential uses, under a specified theme relating to site planning, architecture, landscape features, and relationship to the Chelsea Commons public areas; and WHEREAS, the proposed PUD, along with the companion Plat, are consistent with the long-term use and development of the property for residential uses; and WHEREAS, the proposed PUD falls below the densities prescribed in the Comprehensive Plan, but is consistent with the general expectations for higher density property in the area; and WHEREAS, the Planning Commission held a public hearing on October 5th, 2021 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission recommended approval of the Development Stage PUD subject to a series of conditions detailing the need for greater consistency with The Pointes Small Area Plan recommendations for the "Quercus" biome and other factors, which are reflected in the conditions listed in this Resolution; and WHEREAS, the City Council considered the Final Stage PUD request at its regular meeting of December 13th, 2021; and WHEREAS, the City Council has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the City Council of the City of Monticello makes the following Findings of Fact in relation to the approval: CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2021-111 The PUD provides an appropriate means of furthering the intent of the Comprehensive Plan and The Pointes Small Area Plan for the site by putting the existing and proposed improvements and parcels to a high density residential use. The proposed improvements on the site under the PUD, as modified by the approved conditions, are consistent with the needs of the development in this location as a mixed residential area. The improvements will have expected impacts on public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the development as proposed. 4. The development and building designs successfully fulfill the intent of the City's development plans and regulations. The PUD flexibility for the project is consistent with the intent of the City's economic development objectives, as well as with the intent of the PUD zoning regulations. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota, that the Monticello City Council approves the Final Stage PUD for Monticello Lakes, subject to the conditions listed in Exhibit Z of the staff report as follows: 1. The applicant submits all required revised plans and documents for final staff review, and such documents are found to be consistent with all requirements of the City Council approvals and expectations. 2. The Final Plat is signed by the City and recorded only after all plans are reviewed and approved, including any plan and development agreement amendments as may be required by the City Administrator. 3. Revise the central entrance drive to create an expanded sense of entry and terminal view through the project. 4. Provide information on site lighting, including photometrics, wall lighting, and pole lighting details and height. Decorative lighting fixtures to accommodate The Pointes SAP theme. 5. Provide information on site signage. Decorative sign plans and materials to accommodate The Pointes at Cedar SAP theme. 6. Revise the proposed grading plans to accommodate the following objectives a. Continued undulation enhancements on the southwest and west boundaries. 7. Compliance with fire code requirements as directed by the City, including those specifically identified in the letter of November 5t", 2021. These recommendations CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2021-111 relate to ladder access on the perimeter of the buildings, hydrant spacing and other site circulation and internal building fire code compliance requirements. 8. Revise building elevations to illustrate side building views and to specify materials for decking, community building and garage facades; these materials shall be consistent with the principal building. 9. Modify the landscaping plan to incorporate the plantings recommendations in the staff report of December 13th, 2021. 10. Address all plat recommendations of the City Engineer, including internal and plat perimeter easements. 11. Compliance with the terms of the City's engineering staff letter dated December 8, 2021. 12. The applicant enters into a PUD and Plat development agreement. 13. The applicant executes the required Trail & Appurtenance Easement which shall include, but not be limited to art, gateway architecture, lighting, landscaping, signage, sound and other appurtenant purposes. 14. The applicant executes the required Trail Maintenance Agreement for the internal connections to The Pointes pathways, which provides for private maintenance responsibility for the connections. 15. Outlot A is subject to submission, review and approval for required applications, including, but not limited to, application for rezoning, preliminary and final plat and may be subject to submission, review and approval for required applications for planned unit development or amendment to planned unit development as determined by the City. 16. Comments and recommendations of City Council. ADOPTED this 131h day of December 2021, by the City Council of the City of Monticello, Minnesota. ATTEST: Jennifer Schreiber, City Clerk M 3 MONTICELLO CITY COUNCIL Lloyd Hilgart, Mayor CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2021-112 A RESOLUTION OF THE MONTICELLO CITY COUNCIL ADOPTING AN AMENDMENT TO THE MONTICELLO ZONING ORDINANCE ESTABLISHING THE "MONTICELO LAKES PUD", AND REZONING A PARCEL FROM B-4, REGIONAL COMMERCIAL TO PLANNED UNIT DEVELOPMENT WHEREAS, the applicant proposes to develop property along Edmonson Avenue, currently zoned B-4, Regional Business District; and WHEREAS, the applicant has submitted a request to plat said property into a single development parcel and one outlot under a PUD; and WHEREAS, the site is guided for mixed uses under the label Commercial and Residential Flex in the City's Comprehensive Plan; and WHEREAS, the site is located in The Pointes Small Area Planning district, and that district accommodates a mix of residential uses, with specific directions related to architecture, site planning, landscape, and connections to public spaces; and WHEREAS, the proposed plat, along with the companion PUD, are consistent with the long-term use and development of the property for residential uses; and WHEREAS, the proposed PUD falls below the densities prescribed in the Small Area Plan, but create positive density opportunities for realizing the objectives of the CC -SAP; and WHEREAS, the Planning Commission held a public hearing on October 51h, 2021 on the rezoning application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, on November 111, the Planning Commission recommended the approval of rezoning of Lot 1, Block 1 of the plat to Planned Unit Development; and WHEREAS, the City Council of the City of Monticello has considered all of the comments and the staff report of December 13th, 2021, which are incorporated by reference into the resolution; and WHEREAS, the City Council of the City of Monticello makes the following Findings of Fact in relation to the approval: The Rezoning provides an appropriate means of furthering the intent of the Comprehensive Plan and The Pointes Small Area Plan for the site by putting the existing and proposed improvements and parcels to reasonable residential densities for the area. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2021-112 The proposed improvements on the site under the PUD Zoning are consistent with the needs of the development in this location as a mixed residential area. 3. The improvements will have expected impacts on public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the development as proposed. 4.. The PUD flexibility for the project is consistent with the intent of the City's economic development objectives, as well as with the intent of the PUD zoning regulations, in support of the proposed plat. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota, that the Monticello City Council approves the Rezoning Ordinance for "Monticello Lakes PUD District" for Lot 1, Block 1 of the proposed plat of Monticello Business Center Eighth Addition, Ordinance No. 767, subject approval of the final stage PUD and final plat approval. ADOPTED this 13th day of December, 2021, by the City Council of the City of Monticello, Minnesota. ATTEST: Jennifer Schreiber, City Clerk MONTICELLO CITY COUNCIL IN 2 Lloyd Hllgart, Mayor CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2021-039 RECOMMENDING APPROVAL OF AN AMENDMENT TO THE ZONING ORDINANCE AND MAP, CREATING THE MONTICELLO LAKES PUD DISTRICT, AND REZONING THE SUBJECT PROPERTY TO MONTICELLO LAKES PLANNED UNIT DEVELOPMENT DISTRICT WHEREAS, the applicant proposes to develop property along Edmonson Avenue, currently zoned B-4, Regional Business District; and WHEREAS, the applicant has submitted a request to plat said property into a single development parcel and one outlot under a PUD; and WHEREAS, the site is guided for mixed uses under the label Commercial and Residential Flex in the City's Comprehensive Plan; and WHEREAS, the site is located in the Chelsea Commons Small Area Planning district, and that district accommodates a mix of residential uses, with specific directions related to architecture, site planning, landscape, and connections to public spaces; and WHEREAS, the proposed plat, along with the companion PUD, are consistent with the long- term use and development of the property for residential uses; and WHEREAS, the proposed PUD falls below the densities prescribed in the Small Area Plan, but create positive density opportunities for realizing the objectives of the CC -SAP; and WHEREAS, the Planning Commission held a public hearing on October 5t", 2021 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The Rezoning provides an appropriate means of furthering the intent of the Comprehensive Plan and the Chelsea Commons Small Area Plan for the site by putting the existing and proposed improvements and parcels to reasonable residential densities for the area. 2. The proposed improvements on the site under the PUD Zoning are consistent with the needs of the development in this location as a mixed residential area. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2021-039 3. The improvements will have expected impacts on public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the development as proposed. 4.. The PUD flexibility for the project is consistent with the intent of the City's economic development objectives, as well as with the intent of the PUD zoning regulations, in support of the proposed plat. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the creation of the Monticello Lakes PUD District and rezoning of the subject property to Monticello Lakes PUD District. ADOPTED this 1St day of November, 2021, by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION By. ` Pau nsor, Chair ATTEST: Angela Sc a ommunity Development Director 0) ORDINANCE NO. 767 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING TITLE 10 OF THE MONTICELLO CITY CODE, KNOWN AS THE ZONING ORDINANCE, BY AMENDING THE TEXT AND ZONING MAP, ESTABLISHING THE MONTICELLO LAKES PUD DISTRICT, AND REZONING THE FOLLOWING PROPERTY FROM B-4, REGIONAL BUSINESS DISTRICT TO PUD, MONTICELLO LAKES PLANNED UNIT DEVELOPMENT DISTRICT: LOT 1, BLOCK 1, MONTICELLO BUSINESS CENTER 8T" ADDITION THE CITY COUNCIL OF THE CITY OF MONTICELLO HEREBY ORDAINS: Section 1. Section 3.8, Planned Unit Development Districts, of the Zoning Ordinance of the City of Monticello is hereby amended to add the following: (15) Monticello Lakes PUD District (a) Purpose. The purpose of the Monticello Lakes PUD District is to provide for the development of certain real estate subject to the District for multiple -family residential land uses. (b) Permitted Uses. Permitted principal uses in the Monticello Lakes PUD District shall be a maximum of 200 units of multiple -family residential uses as found in the R-4 Medium and High Density Residential District of the Monticello Zoning Ordinance, subject to the approved Final Stage Development Plans dated , 2021, and development agreement dated , 2021, as may be amended. The introduction of any other use or change in density shall be reviewed under the requirements of the Monticello Zoning Ordinance, Chapter 2, Section (0) — Planned Unit Developments for Development Stage PUD and Final Stage PUD. (c) Accessory Uses. Accessory uses shall be those commonly accessory and incidental to residential uses as listed in the R-4 District, and as specifically identified by the approved final stage PUD plans. (d) District Performance Standards. Performance standards for the development of any lot in the Monticello Lakes PUD District shall adhere to the approved final stage PUD plans and development agreement. In such case where any proposed improvement is not addressed by the final stage PUD, then the regulations of the R-4, Medium and High Density Multiple -Family Residential District shall apply. (e) Amendments. Where changes to the PUD are proposed in the manner of use, ORDINANCE NO. 767 density, site plan, development layout, building size, mass, exterior building materials or colors, lot coverage, or any other change, the proposer shall apply for an amendment to the PUD under the terms of the Monticello Zoning Ordinance, Section 2.4 (P)(10). The City may require that substantial changes in overall use of the PUD property be processed as a new project, including a zoning district amendment. Section 2. The zoning map of the City of Monticello is hereby amended to rezone the following described parcels from B-4, Regional Business District to PUD, Monticello Lakes PUD District: Lot 1, Block 1, Monticello Business Center 8' Addition Section 2. The City Clerk is hereby directed to mark the official zoning map to reflect this ordinance. The map shall not be republished at this time. Section 3. The City Clerk is hereby directed to make the changes required by this Ordinance as part of the Official Monticello City Code, Title 10, Zoning Ordinance, and to renumber the tables and chapters accordingly as necessary to provide the intended effect of this Ordinance. The City Clerk is further directed to make necessary corrections to any internal citations that result from said renumbering process, provided that such changes retain the purpose and intent of the Zoning Ordinance as has been adopted. Section S. This Ordinance shall take effect and be in full force from and after its passage and publication. The ordinance in its entirety and map shall be posted on the City website after publication. Copies of the complete Ordinance and map are available online and at Monticello City Hall for examination upon request. ADOPTED BYthe Monticello City Council this 13th day of December, 2021. ATTEST: Jennifer Schreiber, City Clerk AYES: NAYS: Lloyd Hilgart, Mayor 2 T 3 c cv 3N_ 3Ab Np'ilH� � 1 co T � ENGINEERING F'G_ Cubed SURVEYING PLANNING October 18, 2021 City of Monticello Attn: Angela Schumann 505 Walnut Street, Suite 1 Monticello, MN 55362 RE: Cover Letter - Applications for Rezone, PUD and Preliminary Plat - Monticello Lake Apartments along with Final Plat Dear Ms. Schumann, Thank you for accepting this resubmittal application for the Monticello Lake Apartments project. Since the prior submittal and Planning and Zoning meeting on October 5th, we have made additional adjustments to the site plan and buildings. The garage concept plan has been adjusted to provide three 8 stall buildings for each apartment building. This will provide an additional covered parking space for approximately 25% of the tenants. An additional revision not depicted on the submittal is the addition of one unit on the end of the community building. This unit will be able to be completed in advance of the apartment buildings which allows for marketing and signing of tenants while the apartments are under construction and cannot be shown for safety reasons. After the buildings are filled, the intent would be for it to be available for tenants to rent for a few days while family members or friends are in town. The revised community building with the additional unit are in the works but the added area will be on the west side of the community building. As suggested, we have made revisions to the entrance, depicted some undulation to the berming along Edmonson and along the buildings, removed excess parking closest to the lake and modified the walkways to ensure ADA compliance. As we continue fine tuning the grading, small changes are expected but we feel we are close to having a working site that can be accepted by the City. Most of the language below is the same as the prior submittal. One added submittal is the Final Plat which includes the 12' perimeter utility easement requested. We have not depicted public easements for utilities such as the watermain. That will be added upon acceptance of the alignments and construction plans. As noted, we are still working on final grading and utility plans and the final drainage report. Our target is to have those documents completed and submitted by October 25th which is four weeks in advance of the November 22"d City Council meeting. Project summary: This plan is to create two 100 unit apartment buildings on 10.73 acres. The area of the project is currently a portion of Outlot C, Monticello Business Center. A plat is proposed which will allow for creation of a new parcel for the development (Monticello Business Center Eighth). This plat 14070 Highway 52 Southeast, Chatfield, Minnesota 55923 Phone 507-867-1666 ♦ Fax 507-867-1665 ♦ www.ggg.to would be signed by the current land owner. The remnant portion of Outlot C will become Outlot A which will be developed at a later date. The project will need to be approved as part of a Planned Unit Development per City Code Chapter 2.4(0). NOTE: In the Table of Contents the Code Chapter is denoted as "O" but references are to `P " in the text. There is not a section P so reference to Section O or P should be considered interchangeable. Since the property is currently zoned B-4 Business District, a rezone application is also required following Chapter 2.4(B). The property is part of the Chelsea Commons small area plan which depicted residential uses in the area of the project. Adjacent zoning is R-2 to the east on the east side of Edmonson Ave and R-3 to the south on the south side of School Boulevard. Based on the style of building, we have determined that the project would most closely match the R-4 Medium -High Density Residential District (Chapter 3.4(I). Areas of flexibility will be with regards to reducing overall parking which is addressed in the PUD portion of this letter. The buildings are all three stories of living units over a parking garage. The buildings have the same footprint for architectural plan and construction efficiency. The buildings are "L" shaped with garage doors on both ends of the building. Garbage will be located within the building with a separate garage door provided in each building for the refuse collection company to access the dumpsters without blocking resident's access. The building elevation is set based on elevating the first floor of living while minimizing the bury depth of the garage. This will require material to be brought onto the site which can be appropriated from the "lake" project. Excess topsoil from the site will be placed in berms along Edmonson Ave which will be shaped and planted with a mix of trees species as part of the final landscaping plan. A community building is located between the two apartment buildings which will house many of the amenities such a fitness room, party room, conference room, common areas, the complex's offices and offices for residents to use. Trash receptacles will be located within the building. Additional exterior amenities are being discussed and may include exterior recreation space, fire pit, patios with a gazebo and could include a swimming pool or splash pad. The determined amenities will be provided on the final plan. Below is a summary of findings following City Code for the applications requested: Chapter 2.4(B) - Zoning Ordinance Text and Zoning Map Amendments 1 - Purpose and Scope - The requested map amendment is subject to the procedures of Section 2.4(P), Planned Unit Development 2 - Initiation of Proceedings - (a) This request is being initiated by the owner of the property on behalf of the developer purchasing the property which is pursuant to Section 2.3(B), Authority to File Applications. 3 -Application - (b) i) Name of applicant(s) - Baldur Real Estate, LLC - Attn: Peter Stalland. Property Owner - Occelo - Attn: Shawn Weinand ii) Narrative explaining the request and reasons the changes area supported in the Comprehensive Plan - The 10.7 acres parcel depicted is currently zoned B-4 Business District. Adjacent zoning is R-2 to the east on east side of Edmonson Ave and R-3 to the south on the south side of School Boulevard. We have determined that the project would most closely match the R-4 Medium -High Density Residential District G -Cubed Inc., 14070 Highway 52 Southeast, Chatfield, Minnesota 55923 Phone 507-867-1666 ♦ Fax 507-867-1665 ♦ www.ggg.to (Chapter 3.4(I). The property is part of the Chelsea Commons small area plan which depicted residential uses in the area of the project. iii) Legal description of all property proposed for change - Lot 1, Block 1 Monticello Business Center Eighth iv) Existing and Proposed Land Use and Zoning Designations - Current land use if agricultural farm field. Proposed land use is apartment development. Zoning is currently B-4 Business District. Proposed zoning is R-4 Medium -High Density Residential District as part of a PUD with flexibilities described in the PUD application. v) A map of the property - An existing conditions map is provided in addition to the Preliminary Plat and Site Plan for the PUD. vi) Location of text to be added, amended or deleted in the ordinance - Not applicable City Code Title 11, Chapter 4 and Chapter 2.4(P)(9)(b) - Prelimina . Plats� Title 11, Chapter 4 - The City website links to codelibrary.amlegal.com which does not show a Title 11 but does link to Title XV: Land Usage - Chapter 152 Subdivision - 152.040 Preliminary Plat. The items listed are similar to the Preliminary Plat Checklist so we deferred to providing the information listed on the checklist. Chapter 2.4(0)(9)(b) - PUD Procedure - PUD Development Stage, Preliminary Plat & Rezoning i) Initiation of Proceedings - Application is signed by seller and buyer and with within 6 months of the Concept Proposal review ii) Application - All criteria has been met or will be met as outlined in parks 1 thru 4 of this section of the Code. iii) Specific PUD Development Stage, Preliminary Plat and Rezoning Submittal Requirements - The 24 items listed are on the face of the plans submitted or within the text of this letter. The PUD Checklist and Preliminary Plat Checklist were followed for both plats and submittals. iv) Review - Procedure of review is noted. No additional comment is required at this time. Chapter 2.4(0) - Planned Unit Developments 1 thru 6 - Procedural requirements are noted. For Section 5 - PUD Qualifications - This PUD is considered for land in single ownership or control with the caveat that the following circumstance is also a valid qualification considering the Chelsea Commons plan (c) The PUD process is desirable 7 - Expectations of a Development Seeking a Rezoning to PUD - PUD is designed to allow flexibility from the application of standard zoning regulations to achieve a variety of public values that will be identified for each specific PUS project. The following are components the Monticello Lake Apartments PUD provides the City which warrants adoption of the PUD. a) Ensure high quality construction standards and use of high quality construction materials. - The units being created are rental units that are higher quality than what is generally associated with rental properties. The units and facilities will incorporate stylish and durable finishes. A list of the products is noted in the architectural exhibits attached to the application. b) Promote a variety of housing styles... - There is a mix of studio, one bedroom, two bedroom and two bedroom with den units. Roof pitches are 5:12 for the highest main roof and vary at lower elevations to provide varying roof lines. G -Cubed Inc., 14070 Highway 52 Southeast, Chatfield, Minnesota 55923 Phone 507-867-1666 ♦ Fax 507-867-1665 ♦ www.ggg.to c) Eliminate repetition of similar housing types... - The "L" shaped building and layout with a community building is not similar to any nearby housing types. d) Promote aesthetically pleasing design within the neighborhood and appears attractive and inviting from surrounding parcels - The buildings incorporate components to create a pleasing building. The layout provides contrast from the right of way and adjoining properties which can be landscaped to further accentuate the architecture and greenspace provided around and in between the buildings. The main entrance and community building will be the focal point as one enters the site by vehicle. e) Incorporate extensive landscaping and site amenities in excess of what is required by code - The inclusion of the community building and attached amenities will set this project apart from other developments. The community building is over 5500 sq ft including not only the management office but the mail room, conference room, fitness room, party room, men's and women's bathrooms with showers, a fireplace room with seating and tables for games and residence office space to get away and work in private. This building will be adjacent to an outdoor feature with an outdoor fireplace and grill. All of this is centrally located for resident's enjoyment. All of the site will be landscaped in excess of the minimum standards with plantings and structural features that provide undulation in an otherwise flat landscape. f) Provide high-quality park, open space, and trail opportunities that exceed the expectations established in the Comprehensive Plan. In concert with the Chelsea Commons plan, the site will provide trail connections. The sidewalk required along Edmonson Ave is proposed to meander in and out of the right of way (easement to be provided). This provides a higher quality pedestrian walkway system with respect to aesthetics and plantings. g) Provide access to a convenient and efficient multi-modal transportation system to service the daily needs of residents at peak and non peak use levels, with high connectivity to the larger community. This component is not clearly defined at this time. As more dwelling units are developed, additional transportation options will be realized. h) Promote development that is designed to reduce initial infrastructure costs and long-term maintenance and operation costs - The layout is an efficient use of the sewer and water mains required to serve the units. The infrastructure is within private property so the costs for municipal maintenance are minimal over the life of the utilities. i) Where applicable, maximize the use of ecologically based approaches to stormwater management, restore or enhance on-site ecological systems, and protect off-site ecological systems including Low Impact Development practices. - The site and surrounding lands are currently fields without any trees or ecologically sensitive or desirable features. The soil borings were consistent in showing 1.5 feet of topsoil over sand. The stormwater design is for the Water Quality Volume to be allowed to infiltrate in shallow basins around the buildings with any excess runoff being collected and conveyed via pipe and surface flows to the regional lake to the west. Some runoff will have to be routed to the southeast as that is its current route and regrading the entire site to drain west is not feasible. The fill required for the project will come from the lake which will further the implementation of the regional plan. j) Facilitate a complementary mix of lifecycle housing - The mix of units and accessibility of the elevators and amenities will provide housing for a broad demographic of tenants. k) Preserve and protect important ecological areas identified on the City's natural resource inventory - Not applicable as there are no areas to be protected within the project limits. 1) Accommodate higher development intensity in areas where infrastructure and other systems are capable of providing appropriate levels of public services, and required G-Cubed Inc., 14070 Highway 52 Southeast, Chatfield, Minnesota 55923 Phone 507-867-1666 ♦ Fax 507-867-1665 ♦ www.ggg.to lower intensity in areas where such services are inadequate, or where natural features require protection and/or preservation - The project is within the density sought for this site. 8 - Areas of Flexibility a) The City may consider an increase in the density or intensity of the project, along with related reductions in lot width and size if the PUD provides substantially more site amenities and public values, as outlined in Section 24(P)(7), than could be achieved in a conventional development for the applicable land use zone. No flexibility requested at this time. b) The City may consider flexibility with regard to land uses, setbacks, lot size, width, depth among other zoning standards when reviewing a PUD rezoning request. Specifications and standards for lots shall be at the discretion of City Council, and shall encourage a desirable living or working environment which assists in achieving the goals set out for PUDs. The only flexibility requested is a reduction in the amount of required parking. The standards are for 2.25 parking spaces per unit. The apartments has a mix of studio, one and two bedroom units which generally do not required more than 2.0 parking spaces per unit. The first building and community building provides 226 parking spaces (100 in the garage and 24 in three garage buildings) while the second building provides 238 parking spaces (100 in the garage and 24 in three garage buildings with 8 stacked up to the middle garage). This equates to 2.32 spaces per unit. We would like to remove parking spaces to bring this closer to 2.1 spaces per unit. c) The City may consider flexibility in the phasing of a PUD development. No additional flexibility in Phasing is considered at this time. The intent is to start construction upon approvals of the northerly building and clubhouse and build the south building based on market need and construction timelines. R-4 Townhouse Density = 10 to 25 units per gross area Proposing 18.64 units per gross area R-4 Medium -High Density Minimum Provided Base Lot Area 30,000 sq ft 467545 sq ft (10.73 acres) Gross Density 10 to 25 units/g. a. 18.64 units per gross area Net lot area per du 1750 sq ft (max) 2338 sq ft Front Setback 100 feet 140' closest to Edmonson Corner side setback 40 feet Not applicable - no corner lots Interior side setback 30 feet 40' north and west, 50' south Rear setback to building 40 feet 40' north and west, 50' south Clear open space from R/W 60 feet 140' minimum Clear open space from P/L 40 feet 40' minimum Buffer Req. to Single Family C buffer Not Applicable Common open space per du 500 sq/du Landscaping 2 ACU 2500 sf + 4 shrubs per 10 ft bld. perimeter. - to be provided Parking Requirements 2.25 spaces/du (1,1) 2.05 provided (1.05 uncovered) Architecture 20% street coverage Roofs 5:12 pitch 5:12 odn main, varies Unit Square Feet 900 sq ft finished >1006 sq ft average with apartment and corridor area summed and divided by 100 units (85,769 apartment area + 14,916 corridor) Garages Attached 1.0/unit Underground G -Cubed Inc., 14070 Highway 52 Southeast, Chatfield, Minnesota 55923 Phone 507-867-1666 ♦ Fax 507-867-1665 ♦ www.ggg.to Garage Setback 30 feet from ROW Compliant Garage Doors Max. 16' wide to str Compliant Landscaping Special features Community building, Berming etc. Open Space Increase NA Compliant Parking Underground Compliant Site Work Decorative Paving To be incorporated into Landscape plan Housing for Seniors NA ADA compliant units are provided Additional Items: We are working with an electrician on the best location for street lights. There will be additional wall mounted lighting but all lighting will be compliant with lighting standards in Section 4.4 Exterior Lighting. We are not proposing street lighting along Edmonson. If that is a request or requirement of the City, please let us know. The photometric lighting plan is a draft version. The concrete sidewalk along Edmonson is 6 feet, the concrete sidewalks inside the site are also proposed to be 6 feet and bituminous trails are planned at 10 feet width. If you any questions or comments, feel free to call. Thank you, Mark R. Welch, PE Enclosures: (following numbering system of prior submittal) 7 - Preliminary Architectural Renditions for Apartments and Clubhouse 9 - Preliminary Construction Plans for Public and Private Utilities 10 - Preliminary Grading Plan for Monticello Lake Apartments 12 - Preliminary Landscape Plan 15 - Photometric Lighting Plan 16 - draft final plat for Monticello Business Park Eighth Addition Cc: Monticello Lake Townhomes, LLC, - buyer/developer Ocello LLC, Attn: Shawn Weinand - Outlot C property owner/seller G -Cubed Inc., 14070 Highway 52 Southeast, Chatfield, Minnesota 55923 Phone 507-867-1666 ♦ Fax 507-867-1665 ♦ www.ggg.to 0 0 WM I WM WM WM NLN WM YYA W. rrx vxa WM WM WM O1 V4N NLN WM �N� vimWM VVA YyM YUA rimr4W WM tn EDMONSON AVE NE Of EOMONSON AVE NE Of 4m l31 l31 X31 l31 l 31 X31+lal l31 11-n---7��731 l31 �3� IliHAO 1131 �HAO �HAO HAO ---------------------------------- ----------BERM— -- ---- --- --BERM---- N j am+ - - 13 UNIT GABA( NI G AX N� G 4 / / � �0 0 �> I100R ELkW;E ,76 FU ELEV:118 /�°/%��°moo I o U== 1 / ro / I ZZ 298> I i 1 Cz 03 I LEGEND WATER HYDRANT & GATE VALVE © SANITARY MANHOLE L m�/p u�I I \\// ®o STORM MANHOLE & CATCHBASIN ®4 SIGNS GAS VALVE ElCOMMUNICATIONS BOX ELECTRIC POLE O \ fix/ ° LIGHT POLE/WALL MOUNT UGHT / TREE 1 IN PI) j n a �n h� 81 \ \ \ \ / p — CONTOUR 0y 0. / / ,�T O — MINOR CONTOUR c WM WATERMAIN \e—SAN SANITARY SEWER STORM SEWER OVHE OVERHEAD ELECTRIC ONES 1 0 OJ ''7 \ UNDERGROUND ELECTRIC LINES UNDERGROUND COMMUNICATIONS LINE Q2jr li Oi jy �/�° / �� RAILING, CHAINLINK FENCE — GAS — GAS LINE / I Z Li- \ i �� d v, • ° �% WATER SERVICE I ] a a. y 8 w • \ \ y0v ° / �j`/O /�jx� ° / DRAIN TILE/ SUBDRAIN PROPOSED MAJOR CONTOUR / PROPOSED MINOR CONTOUR I //" a� p -------- EASEMENT LINE = BITUMINOUS SURFACING 1 \\ / �p p / •�.". CONCRETE SURFACING BUILDING Oi I WA LANDSCAPING PROPOSED BITUMINOUS SURFACING Oo ^ --------------------------------------- — -- ---------- — ---------L---------dr° o / PROPOSED CONCRETE SURFACING ° SILT FENCE (PER STD. PLATE 6006) GRADING LIMITS C O X 1,"0.00 EXISTING SPOT ELEVATION X 108 ELEVATION PROPOSED SLOPE 0 INLET BARRIER (PER STD. PLATE NKE & 5) EROSIOCO BLANKET PROPOSED PUBLIC GREENSPACE /PARKPROPOSED / p / —ypx„ ,zr AND AMENITIES TO BE DETERMIN / // (PERM DOT 3885NCATT..J N)L ROCK CONSTRUCTION ENTRANCE �o (PER STD. PLATE 6002 & 3) PATHWAYS / / RIP RAP (PER STD. PLATE 4009) ° / GRAPHIC SCALE G 20 40 80 OOOOOOOGOO RETAINING WALL BUFFERYARD LINE O (IN FEET ) 1IN=40FT AGGREGATE SURFACING TRANSITION I BOULDER OR BIG BLOCK ISHEREBY CERTIFY THAT DATE: 3/5/2021 Prepared For: P REVISED BY DATE CITY OF MONTICELLO MONTICELLO LAKE APARTMENTS SUBMITTAL ADB 9/20/2021 T WPUN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ENGINEERING DESIGNED MRW RESUBMITTAL ADBPRELIMINARY AND THAT I AM A DULY UNDER ENGINEER UNDER THE UWS Q Ba dur Real Estate, LLC SURVEYING10/18/2021WRIGHT � - �u O C� 0 DRAWN ADB COUNTY PUD SITE PLAN RESUBMITTAL ADB 11/17/202 OF THE STATE oP MINNESOTA. THE STATE 19356 MEADOWRIDGE TRAIL N PLANNING MARK R WELCH 4273fi MARINE ON ST. CROIX, MN 55047 Ph. 507-567-1666 14070 H 52 S.E. Fax 507-867-1665 CHECKED MRWBENCHMARK: RESUBMITTAL ADB 12/8/2021SHEET 1 DATE REG. NO. FILE NO.: 20-408 LAYOUT 3 GP & CP Chatfield, MN 55923 `"""'''t° OF 1 SHEETS MAIN FLOOR APARTMENT PA1 LU Q 0 J J W U 1 z O M k%.. architecture + design group 0 O - - 5 6 7 8 9 10 11 12 13 14 2 A3.1 z w 75rr a Q w Y Q J Q J J W ' U H • z �O PARKING GARAGE PA2 architecture design group p I I I I I I I I I I I I II^I I I ISI I I 2 A3.1 z w 75rr a Q w Y Q J Q J J W ' U H • z �O PARKING GARAGE PA2 architecture design group p SECOND FLOOR APARTMENT PA3 LU Y Q J ■ M k%.. architecture + design group THIRD FLOOR APARTMENT LU Y Q J 0 J J W U H z O 75 ■ M k%.. architecture + design group I "' 1,400 SF OF STONE SHOWN(SEE DASHED BOXES) 8,866 SF OF ELEVATION THIS SURFACE NOTE RIDGE VARIES AT ENDS AND MIDDLE OF BUILDING VARIATION OF SOFFIT HEIGHT ALONG ALL ELEVATIONS J � - PARKLAND ELEVATION 1 1 " = 301-011 1,860 SF OF STONE SHOWN(SEE DASHED BOXES) 9,657 SF OF ELEVATION THIS SURFACE L --i-------------- J L - - -J-J 287'- 6" STREET ELEVATION 1 1 " = 30'-0" EXTERIOR FINISHES - TRUSS BEARING A 131'-33/4" _ THIRD LEVE 122' - 3 3/4" SECOND LEVEL 111' - 1 7/8" MAIN LEVEL 100'-0" PARKING GARAGE 89'-0" TRUSS BEARING A 131'-33/4" _ THIRD LEVEL � 122' - 3 3/4" 1 SECOND LEVEL 111' - 1 7/8" MAIN LEVEL � 100'0 PARKING GARAGE 89'- 0.' �! ROOF GAF TIMBERLINE COLOR TO BE SELECTED FASCIA AND SOFFIT EDCO PREFINISHED METAL SIDING EDCO BOARD AND BATTEN IN PREFINISHED METAL WINDOW FIBERGLASS OR VYNIL WITH ENERGY STAR RATING ADD ALLOWANCE FOR: BAND TRIM AROUND WINDOWS THIN BRICK OR STONE FACE ACCENT APARTMENT BUILDING ELEVATIONS PA5 w Y Q J 0 J J W U A architecture + design group 1,579 SF OF STONE SHOWN(SEE DASHED BOXES) NOTE RIDGE VARIES AT ENDS AND MIDDLE OF BUILDING 11,456 SF OF ELEVATION THIS SURFACE VARIATION OF SOFFIT HEIGHT ALONG ALL ELEVATIONS n STREET ELEVATION 2 ' 1 " = 30'-0" 1,325 SF OF STONE SHOWN(SEE DASHED BOXES) 11.345 SF OF ELEVATION THIS SURFACE i _ THIRD LEVEL 122' - 3 3/4" SECOND LEVEL 111' - 1 7/8" MAIN LEVEL 100'-0" PARKING GARAGE 89'-0" THIRD LEVEL 1 122'-33/4" 1 SECOND LEVEL 1 111' - 1 7/8" AMAIN LEVEL 100' - 0" JPARKING GARAGE 1 89' - 0" I A ■ APARTMENT BUILDING ELEVATIONS PA6 architecture design group p 0 LO M 0 D C OFFI 31' - 11" L-1 �;MARKETI MODEL CONF 77' - 9" L RESIDENC OFFICE SPACE OFFICE F= _T=� ❑ ENTR LOBBY 27 x 26 ,1 -T -T-11 STORAGE GARBAGE RECYCLIN FITNESS 22X15 MOVIE 15 x 17 ,�71, �n n uLED u I ARTH ROOM L ---J 'x26 YOGA 15X13 AN. W04 t®® \-- .11 66'-6° 1 a� \EO PARTY 23x17 CLUBHOUSE PLAN M k%&A PA7architecture + design group n ENTRY OF CLUBHOUSE 1/16" = 1'-0" n SIDE ELEVATION OF CLUBHOUSE 1/16" = V-0" LEVEL &:) 00' - 0" PATIO ELEVATION OF CLUBHOUSE 1/16" = 1'-0" SIDE ENTRY ELEVATION OF CLUBHOUSE 1/16" = V-0" CLUBHOUSE ELEVATIONS LEVEL 100'-0" • w Y Q J 0 M k%&A architecture + design group 1001-01, 12'- 2 3/8" 1 11' - 11 1/2" 1 11' - 11 1/2" 1 16'- 4 1/4" 1 11' - 6 1/2" 1 11' - 11 1/2" 1 11' - 11 1/2" 1 12'- 1 1/8" n EXTERIOR GARAGES 1/811 = 1 1-0" 02 GARAGE FRONT ELEVATION 1/811 = 1 1-0" EXTERNAL GARAGE PA9 w Y Q J 0 J J W U H z O 75 ■ M k%&A architecture + design group 10 12" GARAGE BACK ELEVATION 1/8" = 1'-0" n GARAGE END ELEVATION GARAGE END ELEVATION 2 3 1/8" = 1'-0" EXTERNAL GARAGE ELEVATIONS PA9.1 w Y Q J 0 J J W U H z O 75 ■ M k%&A architecture + design group RENDERING PA10 M k%.. architecture + design group 1 .r ti ♦ 1 r f Jim 10 I ;do N* IF 11r I 7 ' F WARNING BEFORE DIGGING CALL GOPHER STATE ONE CALL FOR LOCATIONS. DIAL — 1-800-252-1166 REQUIRED BY LAW 140600IYRENIi1110610 Y�91■�t#ll[0l�lY�101111[�1■��L�II�IOIIYIS I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MARK R WELCH DATE X/X/XX REG. N0. 42736 DATE: 6/3/2021 Prepared For: Baldur Real Estate, LLC 19356 MEADOW RIDGE TRAIL N MARINE ON ST. CROIX, MN 55047 FILE NO.: 20-408 LAYOUT 3 GP & CP 14070 Hwy 52 S.E. Chatfield, MN 55923 ENGINEERING SURVEYING PLANNING Ph. 507-867-1666 Fax 507-867-1665 www.ggg.to APPROVED BY CITY ENGINEER EET INDEX , SHEET INDEX & EDULES & NOTES, FILE FOR PRIVATE STANDARD PLATES EROSION CONTROL DATE VICINITY MAP DETAILS & TYPICAL SECTIONS UTILITIES PLAN VICINITY MAP T. 121 N., R. 25 W., SEC. 14 "NOT TO SCALE" DESIGNED MRW DRAWN ADB CHECKED MRW REVISED PRELIMINARY SUBMITTAL RESUBMITTAL RESUBMITTAL RESUBMITTAL A B 9/D /2021 TE CITY OF MONTICELLO ADB 9/20/2021 WRIGHT COUNTY ADB 0/18/202 ADB 11 /29/202 BENCHMARK: 6 TOP NUT HYDRANT ON SCHOOL BOULEVARD 300' WEST OF ADB 122021 / / THE INTERSECTION WITH EDMONSON AVENUE NE, ELEV:965.13 MONTICELLO LAKE APARTMENTS TITLE SHEET SHEET I OF 13 SHEETS WARNING BEFORE DIGGING CALL GOPHER STATE ONE CALL FOR LOCATIONS. DIAL - 1-800-252-1166 REQUIRED BY LAW WATERMAIN SCHEDULE MONTICELLO LAKE APARTMENTS WATERMAIN NOTES NUMBER STATION Alignment ITEMS BREAKOFF ELEV W-1 10+23.29 - 20.88'R APARTMENT SANITARY F&I: WET -TAP 8" LINE INTO EX 16" DIP MAIN Neenah Casting & Grates W-2 10+47.15 - 20.88'R APARTMENT SANITARY F&I: 8" - 22.5° BEND STORM BASINS W-3 10+64.54 - 11.00' R APARTMENT SANITARY F&I: 8" - 22.5° BEND 94.43 W-4 15+51.30 - 11.00' R APARTMENT SANITARY F&I: 8"x8" TEE, 8" GATE VALVE 3'W, 8" PLUG 77' W R -3067-V W-5 12+62.75 - CL WATERMAIN LOOP F&I: 8"x8" CROSS, 2 - 8" 11.25° BEND TE & 2'W, 3-8' GATE VALVE TN TS & TW OF W BEND MH S-1 W-6 21+34.91 - 11.00' R APARTMENT SANITARY F&I: 8"x6" TEE, 6' GATE VALVE 4'N, 6" HYDRANT TN 967.06 W-7 21+74.91 - 11.00' R APARTMENT SANITARY F&I: 8" - 45° BEND 10+94.43 W-8 12+96.46 - 11.00' R STORM MAIN F&I: 8" - 22.5° BEND Type 4 CB (48") W-9 13+21.31 - 11.00' R STORM MAIN F&I: 8"x8" TEE, 8"x6" REDUCER 54'W, 8' GATE VALVE TIN, 6' GATE VALVE 57'W, 6" HYDRANT 60'W 961.32 W-10 12+50.75 - CL WATERMAIN LOOP F&I: 8" - 11.25° BEND CL W-11 10+00.00 - CL WATERMAIN LOOP F&I: 8" - 90° BEND, 8"x6" REDUCER 2'W, 6" GATE VALVE 5'W; 6" HYDRANT 8'W 968.23 W-12 14+72.17 - CL WATERMAIN LOOP F&I: WET -TAP 8" LINE INTO EX 16" DIP MAIN MH S-4 959.03 3001 14+72.41 CL STORM BASINS 0.40% STORM MAIN MH S-3 Type 4 MH (48") 967.61 *ALL WATERMAIN IS CL 52 DUCTILE IRON PIPE STORM SCHEDULE GOVERNING SPECIFICATIONS - CONTRACTOR SHALL OBTAIN ALL UTILITY CONNECTION PERMITS FROM THE CITY PUBLIC WORKS DEPARTMENT. - THE CITY WILL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS INCURRED THAT IS ASSOCIATED WITH VARIATIONS IN THE UTILITY AS -BUILT ELEVATIONS. THESE ELEVATIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. - THE PLANS SHALL COMPLY WITH THE REQUIREMENTS IN THE CITY GENERAL SPECIFICATIONS ON THE COVER SHEET. - THE CITY SPECIFICATIONS REQUIRE THAT SANITARY SEWER AND STORM SEWER REQUIRE TELEVISING. VIDEO FILES SHALL BE PROVIDED TO THE CITY FOR REVIEW. SERVICE SCHEDULE BUILDING 1 - SEE SHEETS 4 BUILDING 2 SEE SHEET 6 COMMUNITY BUILDING - SEE MONTICELLO MEADOW APARTMENTS Structure Number Structure Type Casting Elevation Structure Outlet Elevation Linear Footage Pipe Size Gradient Percent Flow to Structure Number Downstream Structure Inlet Elevation Neenah Casting & Grates Station Offset from CL alignment Alignment Notes / Other Inverts STORM BASINS CB ED 1 Type 1 CB 966.41 962.41 94.43 15" HDPE 1.00% MH S-1 961.47 R -3067-V 10+00.00 CL STORM BASINS Casting MH S-1 Type 4 MH (48") 967.14 961.47 82.25 15" HDPE 1.00% CB 3 960.65 244.43 10+94.43 CL STORM BASINS 22+16.94 - CL CB 3 Type 4 CB (48") 966.02 958.27 74.97 24" RCP 0.40% MH S-4 957.97 20.11 11+76.67 CL STORM BASINS APARTMENT SANITARY MH S-2 Type 4 MH (48") 967.00 963.00 220.77 15" HDPE 1.80% MH S-4 959.03 3001 14+72.41 CL STORM BASINS 0.40% STORM MAIN MH S-3 Type 4 MH (48") 967.61 963.61 99.22 15" HDPE 1.00% MH S-4 962.62 3001 10+00.00 CL STORM MAIN 0.41% MH S-4 Type 4 MH (48") 966.15 957.97 121.36 24" RCP 0.49% MH S-5 957.37 10+99.22 CL STORM MAIN MH S-5 Type 4 MH (60") 966.43 955.00 176.90 36" RCP 0.57% MH S-6 954.00 12+20.58 CL STORM MAIN MH S-6 Type 4 MH (60") 960.95 954.00 146.39 36" RCP 1.02% OUTLET 1 952.50 13+97.48 CL STORM MAIN SOUTH BLD TRENCH DRAIN CB 1 Type 1 CB 967.70 963.75 33.10 15" HDPE 2.27% CB 5 963.00 10+00.00 CL SOUTH BLD TRENCH DRAIN CB 5 Type 4 MH (48") 966.75 963.00 39.83 15" HDPE 2.26% MH S-5 962.10 10+33.10 CL SOUTH BLD TRENCH DRAIN TRENCH DRAIN 958.00 50.52 15" HDPE 1.33% MH S-5 957.33 11+23.45 CL SOUTH BLD TRENCH DRAIN NORTH BLD TRENCH DRAIN TRENCH DRAIN 960.00 110.79 15" HDPE 0.40% CB 2 959.56 10+30.82 CL NORTH BLD TRENCH DRAIN CB 2 Type 4 CB (48") 967.86 959.56 162.84 15" HDPE 0.50% CB 3 958.75 11+41.61 CL NORTH BLD TRENCH DRAIN SANITARY SCHEDULE Monticello Meadow Apartments 11/8/2021 Structure CITY OF MONTICELLO` WIRIGHT COUNTY PRELIMINARY ADB Downstream Structure Structure Pipe Pipe Pipe 0/18/202 RESUBMITTAL Neenah Downstream Other Number Rim Inv In Inv Out Inv In Type Depth Length Size Slope Alignment Station - Offset Casting Structure Inverts MH No. 1 968.66 947.00 946.02 3001 21.66 244.43 8" PVC 0.40% APARTMENT SANITARY 22+16.94 - CL R-1916 MH No. 2 MH No. 2 966.03 946.02 945.92 944.32 3001 20.11 400.00 8" PVC 0.40% APARTMENT SANITARY 19+72.51 - CL R-1733 MH No. 3 MH No. 3 967.67 944.32 944.22 942.90 3001 23.45 329.83 8" PVC 0.40% APARTMENT SANITARY 15+72.51 - CL R-1733 MH No. 4 MH No. 4 959.66 942.90 942.80 941.81 3001 16.86 242.68 8" PVC 0.41% APARTMENT SANITARY 12+42.68 - CL R-1733 MH No. 5 MH No. 5 961.79 941.81 931.57 DROP 30.22 APARTMENT SANITARY 10+00.00 - CL R-1733 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MARK R WELCH DATE X/X/XX REG. NO. 42736 DATE: 6/3/2021 Prepared For: Baldur Real Estate, LLC 19356 MEADOW RIDGE TRAIL N MARINE ON ST. CROIX, MN 55047 FILE NO.: 20-408 LAYOUT 3 GP & CP 14070 Hwy 52 S.E. Chatfield, MN 55923 ENGINEERING SURVEYING PLANNING Ph. 507-867-1666 Fax 507-867-1665 www.ggg.to DESIGNED MRW DRAWN ADB CHECKED MRW OR 5 SHEET 6 EAST E DRIVE B618 C&G >2% ENTRANCE TYPICAL NOT TO SCALE a _ � 1.5" BITUMINOUS WEAR COURSE 1.5" BITUMINOUS BASE COURSE 19.0' n.0% SECTION 38' 19.0' 0, 07� -� 6" CLASS 5 AGGREGATE BASE B618 C&G >2% *SEE CVT'S GEOTECHNICAL REPORT DRIVEAISLE TYPICAL SECTION 24' NOT TO SCALE I I I 2 4.0' I 1.5" BITUMINOUS WEAR COURSE 1.5" BITUMINOUS BASE COURSE F�" r A�'� 5 \SE *SEE CVT'S GEOTECHNICAL REPORT `i B618 C&G 6' 12' THRU LANE I 4.0% 0 7 2.0 MATCH EXISTING ROADWAY PAVEMENT SECTION EDMONSON AVE NE TYPICAL SECTION NOT TO SCALE REVISED BY DATE CITY OF MONTICELLO` WIRIGHT COUNTY PRELIMINARY ADB 9/13/2021 SUBMITTAL ADB 9/20/2021 RESUBMITTAL ADB 0/18/202 RESUBMITTAL ADB 1 /29/202 BENCHMARK: TOP NUT HYDRANT ON SCHOOL BOULEVARD 300' WEST OF THE INTERSECTION WITH EDMONSON AVENUE NE, ELEV:965.13 RESUBMITTAL ADB 12/6/2021 nTONTICPi,i3O LAKE APAIF"ITMENTS DOTES, TYPICAL, & SECTIONS SHEET 2 OF 13 SHEETS L WARNING � BLIT UHL DIGGING UALL GUPHLHrZ1 `/ STATE ONE CALL FOR LOCATIONS., DIAL - 1-800-252-1166REQUIRED BY LAW I-_ I - , -, - - - _ C �7 Q0 U W-7 STA: 12+62.75 OFF: CL WATERMAIN LOOP F&I 8"X8" CROSS 8" - 11.25° BEND 3' E 8" - 11.25° BEND 2' W 8" GATE VALVE - 3' N 8" GATE VALVE - 3' S 8" GATE VALVE - 3' W OF W BEND 12/6/2021 - W-12 STA: 12+50.75 OFF: CL WATERMAIN LOOP F&I 8" - 11.25° BEND W-14 STA: 14+72.17 OFF: CL WATERMAIN LOOP F&I WET -TAP 8" LINE INTO / EX 16" DIP MAIN V� E R T I N C A L S C A L E N HORIZONTAL SCALE 10 0 5 10 20 /10 7 MV s- / 82.25 LF 13" HDPE C�? 1.00 � / / 7E�7J5,,1111,,4 / - - - - ------ ---- DEVEL r / SIGN / R2Y.00' / (-V �\ o R26.00' / I I / o, / -12 / ¢ / wv 13+00 �W-7 H 2 38.00' �- W H- z 0^ un z� 0 Li1 :5= 00 w W 0 m CD W zz z w w _oQ � 14+00 R • I I � � I I I I I � I 12' U. E. � � I ROAD CLOSURE REQUIRED. R28 COORDINATE WITH CITY OF MONTICELLO. ALL EXISTING c IMPROVEMENTS SHALL BE SAWCUT, REMOVED, AND FT REINSTALLED TO THE EXISTING CONDITION OR BETTER TO THE SATISFACTION OF THE CITY. SEE CITY PLATE N0. X 7006. I o w-2 I 3540 15+ \ �0 W-3 v - � I I 54.82'-- J 4.8 ' \ � I I � I I I I I � � I �I I � yea I 12 U. E. S 3 9+85 9+85 10+00 REQUIRED. OAD GLOSU ►� s - CITY OF M WRIGHT COUNTY RE OORDI AT SUBMITTAL WIT I CITY OF IONTIC LL . R36.00' APROV I 12' U. E. 11 /29/202 S SHALL BE AWCU R26.00' 12/6/2021 - EDMONSON i ti I XISTIN 3 C 700 DITON OR ETTER TO THE 3: R/W 'CTION __j w ~ NE >-u D O I � 9 z L o E 4 v, zo w z0=mz S-3 w w Lo F&I g DI 0�mmn z�m� > F&I 8 DI of m W 0 STA: 10+45.41 I SATE Om X 0 UTI zz I cn = 00.00 7' w> C� m m I EXCA wQ I STA: 11+51.72 I R • I I � � I I I I I � I 12' U. E. � � I ROAD CLOSURE REQUIRED. R28 COORDINATE WITH CITY OF MONTICELLO. ALL EXISTING c IMPROVEMENTS SHALL BE SAWCUT, REMOVED, AND FT REINSTALLED TO THE EXISTING CONDITION OR BETTER TO THE SATISFACTION OF THE CITY. SEE CITY PLATE N0. X 7006. I o w-2 I 3540 15+ \ �0 W-3 v - � I I 54.82'-- J 4.8 ' \ � I I � I I I I I � � I �I I � yea I 12 U. E. 12+00 DATE: 6/3/2021 1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED Prepared For: BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED Baldur Real Estate, LLC PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 19356 MEADOW RIDGE TRAIL N MARK R WELCH MARINE ON ST. CROIX, MN 55047 DATE X/X/XX REG. NO. 42736 FILE NO.: 20-408 LAYOUT 3 GP & CP 12+50 13+00 14070 Hwy 52 S.E. Chatfield, MN 55923 13+50 ENGINEERING DESIGNED SURVEYING DRAWN PLANNING Ph. 507-867-1666 CHECKED Fax 507-867-1665 www.ggg.to 14+00 MRW ADB MRW 14+50 970 965 1 955 W 15+00 15+22.15 1:0 975 970 Mill 955 STA: 10d ELEV: 4 w T�+'o0 9+85 9+85 10+00 REQUIRED. OAD GLOSU DATE CITY OF M WRIGHT COUNTY RE OORDI AT SUBMITTAL WIT I CITY OF IONTIC LL . ALL EXISTING APROV ME 11 /29/202 S SHALL BE AWCU , REKOVED, 12/6/2021 AND EDMONSON LLED TO THE XISTIN 3 C DITON OR ETTER TO THE 3: R/W 'CTION AVE NE >-u D O TJY FLATE NO. 006. 9 E 4 z0=mz /M ELEVA F&I g DI 0�mmn z�m� > F&I 8 DI 15" HDPE 0 STA: 10+45.41 I SATE X 0 UTI ITY cn = 00.00 7' MIN. C� m m 55.04 EXCA ATION STA: 11+51.72 ELEV: 954.27 0 J ELEV: 953.17 PER CITY PLATE 95E.07 W/M 955.36 >Li W/M 95". 93 95 .22 N I- `t CO 0 Lo Ln NO. 7006 0 MINIMUM 18 000 N 0 �� NO co r j co N co Co m SEPARATION Ln co (0 rn c0 a7 co X O LIJ 0_ X a_ Li X 0' 0)M X 0= OM X d707 W W W W W W a- STA:1 +72.17 ELEV 956.54 FIELD V RIFY F 18 DIP W/M PRIVATE EXISTING 16" W/M ELEVATION D.I.P. W/M 957.29 957.16 W/M 95-/.02 956.99 W/M 95C.94 95E.89 W/M 95E.84 95E.78 W/M 95E.73 95E.68 W/M 95E.63 CD I� Ln c0 0� X w N O N C0 co � 0= w `1- co Ln Lo cO Co X w � CO L6 c0 c0 Lfj O) w r- O Ln di Ln cC Co XEkf w �� , rn cfl L(j Co 0) w Ln `d- N O cO CD O °' X w m "t - (.6 co CO Ln O CO 0= m w Ln � Cfl I� Ltj co (D CO O m X w C) r 0 CO C.0 cp O (0 D= M w Ln (0 Ln CO Co c0 CO M M X w 00 Ln W CO 0) W W W 12+00 DATE: 6/3/2021 1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED Prepared For: BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED Baldur Real Estate, LLC PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 19356 MEADOW RIDGE TRAIL N MARK R WELCH MARINE ON ST. CROIX, MN 55047 DATE X/X/XX REG. NO. 42736 FILE NO.: 20-408 LAYOUT 3 GP & CP 12+50 13+00 14070 Hwy 52 S.E. Chatfield, MN 55923 13+50 ENGINEERING DESIGNED SURVEYING DRAWN PLANNING Ph. 507-867-1666 CHECKED Fax 507-867-1665 www.ggg.to 14+00 MRW ADB MRW 14+50 970 965 1 955 W 15+00 15+22.15 1:0 975 970 Mill 955 STA: 10d ELEV: 4 w T�+'o0 W-1 11+67 I O 9+85 9+85 10+00 REQUIRED. OAD GLOSU DATE CITY OF M WRIGHT COUNTY RE OORDI AT SUBMITTAL WIT I CITY OF IONTIC LL . ALL EXISTING APROV ME 11 /29/202 S SHALL BE AWCU , REKOVED, 12/6/2021 AND EINST LLED TO THE XISTIN 3 C DITON OR ETTER TO THE 3: ATISF/ 'CTION OF THE ITY. SEE >-u D O TJY FLATE NO. 006. 9 E 4 z0=mz W-1 11+67 I O 9+85 9+85 10+00 REVISED BY DATE CITY OF M WRIGHT COUNTY PRELIMINARY ADB 9/13/2021 SUBMITTAL ADB 9/20/2021 0cn<::�E� ADB 0/18/202 RESUBMITTAL ADB 11 /29/202 BENCHMARK: TOP NUT HYDRANT ON SCHOOL BOULEVARD 300' WEST OF THE INTERSECTION WITH EDMONSON AVENUE NE, ELEV:965.13 -i > m > �m<-Hm w 12/6/2021 -MMM >-u D O FIELD VER mF-z E (STING 12" z0=mz /M ELEVA F&I g DI 0�mmn z�m� > F&I 8 DI 0 C 0 m m z Z 0 STA: 10+45.41 I SATE X 0 ELEV: 956.21 cn = 00.00 C� m m 55.04 STA: 10+23.41 STA: 11+51.72 ELEV: 954.27 0 J ELEV: 953.17 95104 W/M 954,41 95E.07 W/M 955.36 >Li W/M 95". 93 95 .22 N I- `t CO 0 Lo Ln Ln 06011111411111 975 970 Nl�71 one 0 FY D.I.P. TION 955 950 10+50 11+00 11+50 11+66.72 M0VTICLLLO LAKE AP""AR"ITMENTS PLAN & PIRIOFtLE H'012 U'1'1LITIES SHEET 3 OF 13 SHEETS 9+85 9+85 10+00 REVISED BY DATE CITY OF M WRIGHT COUNTY PRELIMINARY ADB 9/13/2021 SUBMITTAL ADB 9/20/2021 RESUBMITTAL ADB 0/18/202 RESUBMITTAL ADB 11 /29/202 BENCHMARK: TOP NUT HYDRANT ON SCHOOL BOULEVARD 300' WEST OF THE INTERSECTION WITH EDMONSON AVENUE NE, ELEV:965.13 RESUBMITTAL ADB 12/6/2021 FIELD VER E (STING 12" /M ELEVA F&I g DI F&I 8 DI R E) STA: 10+45.41 I SATE ELEV: 956.21 00.00 55.04 STA: 10+23.41 STA: 11+51.72 ELEV: 954.27 ELEV: 953.17 95104 W/M 954,41 95E.07 W/M 955.36 954.64 W/M 95". 93 95 .22 N I- `t CO -t Lo Ln Ln 0 000 N 0 �� NO co r j co N co Co m I- c j 0) CO Ln co (0 rn c0 a7 co X O LIJ 0_ X a_ Li X 0' 0)M X 0= OM X d707 W W W W W W a- 06011111411111 975 970 Nl�71 one 0 FY D.I.P. TION 955 950 10+50 11+00 11+50 11+66.72 M0VTICLLLO LAKE AP""AR"ITMENTS PLAN & PIRIOFtLE H'012 U'1'1LITIES SHEET 3 OF 13 SHEETS 9+85 9+85 10+00 REVISED BY DATE CITY OF M WRIGHT COUNTY PRELIMINARY ADB 9/13/2021 SUBMITTAL ADB 9/20/2021 RESUBMITTAL ADB 0/18/202 RESUBMITTAL ADB 11 /29/202 BENCHMARK: TOP NUT HYDRANT ON SCHOOL BOULEVARD 300' WEST OF THE INTERSECTION WITH EDMONSON AVENUE NE, ELEV:965.13 RESUBMITTAL ADB 12/6/2021 06011111411111 975 970 Nl�71 one 0 FY D.I.P. TION 955 950 10+50 11+00 11+50 11+66.72 M0VTICLLLO LAKE AP""AR"ITMENTS PLAN & PIRIOFtLE H'012 U'1'1LITIES SHEET 3 OF 13 SHEETS OO Q W X W Q- O mac):i nQ: WLjM nC�r- Ln �� 000 00 C 0 BEFORE DIGGING CALL GOPHER STATE ONE CALL FOR LOCATIONS. nIAI REQUIRED BY LAW O 0 0 + O 1 1 131 X31 / -Ili-1]10 -13/ �1 -O ��l / ��0 �E1 -11131/IC u -- u 0 �� / F&I 20 . LF 8" PVC @ 0.40% I I 6' 0 �� 0 11+00 v>y 0 CONCRETE SIDE Ll HAO BHAO BHAO BHAO 11HAO AO BHAO BHAO BHAOIJn --------------------- ----------- ------------- ------ ---------------- �O O J N BERM N O „PVC @ 0 36.20�F 47 �� / ° 9B / O O SANITARY SEWE �� REQUIRE OPEN CONNECTION WILL CUT OF SCHOOL + rn 0 BOULEVARD. DEPTH IS GREATER THAN 20 w �p / FEET WHICH COMPLIAN WILL REQUIRE BOXING AND WITH OSHA SLOPING �5+ °N° ��0// 0 �� STANDA S. / IMPACTED AREA IS LIKELY - A- ° O 40 FEET IN ALL �� MANHOLE. SEE DIRECTIONS OF THE CITY PLATE NO. 7006. �O O/ w N �p �/ W l /co / 0)(n p .rip Q 0 0 \ / �p `�/11 w � I- W-1 W-3 W-6 S 1 23. 9 OFF: 20.88' R STA: 10+64.54 OFF: 11.00' R STA:15+5 .30 OFF:11.0 ' R PARTM T SANITARY APARTMENT SANITARY APARTMENT SANITARY F&I: WET T P 8" LINE INTO F&I 8" - 2.5° BEND F&I 8"X8" TEE CVT SB#2 STA:15+08.39 EX 12" DIP AIN 8" GATE VALVE 3' W 965 W --W--2 � STA: 12+42.68 OFF: 11. O' R STA: 10+47.1B-16FF: -20.8E' R APARTMENT SANITARY CVT S13#1 STA: 10+96.92 -- APARTMENT SANITARY F&I 8" - 11.25° BEND 7 MIN. F&I 8" - 22.5* BEND � 960 W-5 STA:13+97.53 OFF:11.00 R H 4 - PLT. NC. 3001 STORM APARTMENT SANITARY TA:12+05.51 o F:0.00'T F&I 8"X6" EE Apartment Sanitary IM: 960.10 STORM &I 8 DIP W M PRIVATE 6" GATE VALVE 27' W UILD: 17.50 6" HYDRANT30' W 8" INV IN:942 70 955 BREAKOFF LEV: 962.87 STA: 14+09.11 ELEV:955.04 950 MH 5 - PLT. NO. 3002 STA:10+00.00 FF:0.00'T Apartment San tary SOUTH APA TMENT SERVICES RIM: 962.00 STA: 15+54. 6 BUILD: 30.60 ELEV:944.11 N 8" INV IN: 9 1.78 945 W 12" INV 4n 945 U-- E 12" INV OUT: 931.40 0% PRIVATE - F&I 376.20 LF 8' -PV SDR 26 @ 0. 958.94 95E.08 W/M 95-/.22 F&I 205.51 LF 8 PVC SDR 26 ® 0.40% RIVATE 94z-. 19 944.09 SAN 94-1.99 vv E 94G R T 940 I, C A Lf S C A L E N 935 HORIZONTAL SCALE CONNECT MH -6 TO ,o a 5 ,o Zo EX. 2" RCP SANITARY SEWER LINE 95C.36 W/M 95C.00 955.64 W/M 955.27 94 .89 SAN 94 .79 94 .69 SAN 94 .59 94 .49 SAN 94--1.38 94--1.28 SAN 94 .18 94--1.08 SAN 94198 94188 SAN 94178 94158 SAN 94148 94138 SAN 94128 942. 18 SAN 94108 941.98 SAN 941.88 9 0 SAN (0 O I N N 00 00 M (c O Ln (N Ln N 00 O N-) O O - 00 O 1") O N 0000 O Ln c0 M 00 O O nc0 000 nO �� N 0 n cc) 0) O n O 0)0 O O O a7 Ic0 co r j c0 O CO j c0 CO ci rn O co N�t 0 O rn O O p c0 co Oj O pj Ln Oj O Ln D X W 0 X� W c0 a) CO C� O) X C0 corn c0 X O) (0 mO) CO X O) C0 mrn c0 X C0 mo) c0 X LO d7rn c0 X� 0) C0 MM c0 X Ln �M c0 X Ln m 0 X Ln m X X W (Z W a_ W a_ W a_ w a_ W a_ W IZ W W W W 15+50 15+00 14+50 14+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+00 9+75 IHEREBY CERTIFY THAT THIS PLAN, DATE: 6/3/2021 Prepared Far: REVISED BY DATE CITY OF MONTICELLO MONTICELLO L KE APARTMENTS SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AM A DULY LICENSED Ba dur Real Estate, LLC ENGINEERING SURVEYING DESIGNED MRW PRELIMINARY ADB 9/13/2021 �y SUBMITTAL ADB 9/20/2021 PROFESSIONAL ENGINEER UNDER THE LAWS OF � O O DRAWN ADB W��(f HT COUNTY `�U�� P & P�0FILE Fnu� S RESUBMITTAL ADB 0/18/202 THE STATE OF MINNESOTA. 19356 MEADOW RIDGE TRAIL N PLANNING �JTtLITIE MARK R WELCH MARINE ON ST. CROIX, MN 55047 Ph. 5078671666 4070 Hwy 52 S.E. Fax 507-867-1665 CHECKED MRW RESUBMITTAL ADB 1 /29/202 BENCHMARK: SHEET �j T 4 DATE x/x/xx REG. NO. 42736 FILE NO.: 20-408 LAYOUT 3 GP & CP WwW.ggg1 Chatfield, MN 55923THE TOP NUT HYDRANT ON SCHOOL BOULEVARD 300' WEST OF INTERSECTION WITH EDMONSON AVENUE NE, ELEV:965.13 OF 13 SHEETS RESUBMITTAL ADB 12/6/2021 WARNI _ I I , »� BEFORE DIGGING CALL GOPHER STATE ONE CALL FOR LOCATIONS. / z - - - - _ _ HAO ��l DIAL - 1-800-252-1166 p C� - ��HAO REQUIRED BY LAW � /-I (/5 1HAO O HA 0 I 0 I �HA o - 9HAO N1 EL OR EGA,RA \/. 6 6.96 N I 0 0GARAHEl � UNI 8 UNIT GA AG E O R LE 9 8. 7 --------------------------------- UNIT GA A E _ -� ELCp0R EL V. 68.47 : FLOOR ELEW: 9 8. 7 __ __ s ��ds IL WV 11 WV KA I N N 00 � , \ I o = F&I 400.00 LF 8" PVC @ 0.40 _ - ----------- 0 cow N \ 19+00 i4 88 16+0 \ \ O O N \ \ \ O )L C or -j"! G P.M 13 U.11yli Y � , Z' I W-6 - 7 W-1 2 STA:15+51 30 OFF:11.00' R TA: 12+62.75 OFF: CL ST : 12+50.75 0 F: CL APARTMEN SANITARY WATERMAIN LOOP WA ERMAIN LOO F&I 8"X8" TEE F&I 8"X8" CROSS F&I 8" - 11.25° BEND 8" GATE VALVE - 3' W " - 11.25° BEND 3' E " GATE VAL E 3' N CVT SB#3 ST :19+67.86 " GATE VALVE 3' W OF CVT 5SBL4 STA: 3+31.28 BEND HDPE CVT SB#2 15" HD :)E oi�15" 7MIN. 7' MIN. 96G 24" RCP 96G PRIVATE F&I DIP W M P IVATE 1 8 DI W M PRIVATE F 4" RIGI F&I 8 DI W M STA: 18+ 58.54 STALLATI ELEV: 59.73 v :15+ 85.09 EV: T 959.29 STA: 20+55.91 MH 2 - PLT. NO. 3001 9155 ELEV: 957.49 MINIMU 18" STA: 9+81.71 OFF:O. 0'T MH 3 0. 3001 SEPAR ION N Apartment Sanitary = RIM: 66.03 Apartment ani t ry0.00'T LOWER W/ TO BUILD : RIM: 967.6 CLEAR STOR PIPE LW 8„ V INV IN :946.02 BUILD: �3 STA: 20+06.01 S 8 INV OUT: 945.9 N 8" INV :944.32 950 0 ELE :955.61 S 8" IIS/,- T: 944.22 ONTAL SCALE 9150 HORI 10 0 5 10 20 244.43 LF 8 PVC SDR 26 C�? 0.40 P IVATE SOUTH APARTMENT S STA: 15+54. 6 CLUBHOUSE SEF STA: 20 VICELEV: 59.22 944.11 F&I 400.00 L 8 PVC SDR 26 0.40 PRI ATE ELEV: 46.33 95 .25 W/M 95 .98 95 .70 W/M 95 .27 95 .32 W/M 95 .90 95 .12 W/M 95 .68 95 .24 W/M 95 .80 95 .36 W/M 95 .68 95 .54 W/M 95 .39 W/M 95 .24 95 .09 W/M 95 .95 95 .80 W/M 95 .65 95 .50 W/M 95 .36 95 .77 W/M 95E.94 95 .08 W/M 95-/.22 94 .59 SAN 94 .49 94 .39 SAN 94 .29 94.19 SAN 94 .09 94 .89 SAN 94 .79 94 .69 SAN 94 .59 94 .49 SAN 94 .39 94 .29 SAN 94 .19 SAN 94 .09 94 .99 SAN 94 .89 94 .79 SAN 94 .69 94 .59 SAN 94 .49 94 .39 SAN 942-.19 94 .09 SAN 94-1,99 LO 0-) N r -U-) ' r� CO r, U-)\ 1`�' I O V -)CO LO 00 V -) (0I- N 0) O CO (0 -t 0n N 00 N r -N M 0n 6 CO O O N N 0 N O 00 N 0 0 r1 O N N r0 O -t O r - N N r-, Q0 Ln co, �N O �� L6 O rN un O Ln NN 00 Ca OO -t co -4-00 LnCD 4 Ca �O r7 C0 000 �j CO CO O CO M CO O CO CO CO CO O CO M j CO O co co O CO O 6 CO co co CO O co O 6(o CO (0 CO O Cfl 600 O CO CO (0 O (fl 4 O 00 Cc) CO CO 4 0) Cfl 00 CO CO O co 400 O CO Cfl (0 0) CO O 400 CO (0 co O CO O "t co 00 co (0 O CO O CO CO CO O CO 1`6 CO co O 0)0) X Q �� X O_ O�� X O_ �� X O_ O�� X O_ O�� X E O�� X 0 O� X E �� X �� X E Od7 X E O� X of 0)0 W a- W a_ W a_ W a_ W W a_ W a_ W a_ W a_ W a- W a_ WQ.- 21+00 20+50 21+00 20+00 19+50 19+00 18+50 18+00 17+50 17+00 16+50 16+00 15+50 HEREBY CERTIFY THAT THIS PLAN, DATE: 6/3/2021 Prepared Far: REVISED BY DATE CITY OF M MONTICELLO AT-'ADTMENTS SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED Badur Real Estate, LLC ENGINEERING SURVEYING DESIGNED MRW PRELIMINARY ADB 9/13/2021 SUBMITTAL ADB 9/20/2021WQIGHT ENGINEER UNDER THE LAWS OF O O DRAWN ADB COUNTY P PJQL�IOFtLE FO� UTILITIESPROFESSIONAL RESUBMITTAL ADB 0/18/202 THE STATE OF MINNESOTA. 19356 MEADOW RIDGE TRAIL N PLANNING MARK R WELCH MARINE ON ST. CROIX, MN 55047 4070 Hwy 52 S.E. Ph. 5078671666 Fax 507-867-1665 CHECKED MRW RESUBMITTAL ADB 1 /29/202 BENCHMARK: SHEET DATE x/x/xx REG. NO. 42736 FILE NO.: 20-408 LAYOUT 3 GP & CP Chatfield, MN 55923 WwW.ggg.to TOP NUT HYDRANT ON SCHOOL BOULEVARD 300' WEST OF THE INTERSECTION WITH EDMONSON AVENUE NE, ELEV:965.13 OF 13 SHEETS RESUBMITTAL ADB 12 6 2021 / / WARNING BEFORE DIGGING CALL GOPHER STATE ONE CALL FOR LOCATIONS. DIAL - 1-800-252-1166 REQUIRED BY LAW W-7 O O 00 CO DO CO CO O O X W 00 CO O STA: 12+62.75 OFF: CL WATERMAIN LOOP 000 F&I 8"X8" CROSS L(7 8" - 11.25° BEND 3' E 8" - 11.25° BEND 2' W 8" GATE VALVE 3' N 8" GATE VALVE 3' S 8" GATE VALVE 3' W OF W BEND MRW W-8 STA: 21 +34.91 OFF: 11.00'R APARTMENT SANITARY F&I 8"X6" TEE 6" GATE VALVE 4' N 6" HYDRANT 7' N BREAKOFF ELEV: 967.06 W-9 STA: 21 +74.91 OFF: 11.00'R APARTMENT SANITARY F&I 8" - 45° BEND 9h7. 22+76 10'D.. ~& U. E. a 20' D. E. I &U I I I I I W-10 STA:12+96.46 OFF:11.00'R STORM MAIN F&I 8" - 22.5° BEND W-11 STA: 13+ 21.31 OFF:11.00' R STORM MAIN F&I 8"X8" TEE 8"X6" REDUCER 54' W 8" GATE VALVE 3' N 6" GATE VALVE 57' W 6" HYDRANT 60' W BREAKOFF ELEV: 961.32 W-12 STA: 12+50.75 OFF: CL WATERMAIN LOOP F&I 8" - 11.25° BEND I HEREBY CERTIFY THAT THIS PLAN, DATE: 6/3/2021 SPECIFICATION, OR REPORT WAS PREPARED Prepared For: BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED Baldur Real Estate, LLC PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 19356 MEADOW RIDGE TRAIL N MARK R WELCH MARINE ON ST. CROIX, MN 55047 DATE X/X/XX REG. NO. 42736 FILE NO.: 20-408 LAYOUT 3 GP & CP 970 wow '•• 955 950 945 lli 1-11 F RI LL 6-0R, I h „ o. - Tz-L �r , ri li I� I 'LE V: 9 7 77F so o _ �- LOT 1 Y BLOCK 1 c 5 6 Sp C2 W-9 LF&I 244.43 LF 8"P VIC @ - 22 00 "mow ------- -21-+9-0--------------- W-10 R2 - - - - W-11 1-Aw�-O- - � 1.00' 0.5 .5 / yO�F s2 ,339s'. R28.00' , BASEMENT ELEV: 962 9jo O O 00 CO DO CO CO O O X W 00 CO O 00 ENGINEERING M O 00 000 O O L(7 000 Ln N OD 6 N CQ CO 0) CO CO 0) o') X ())a-) X Ld W W a- 22+76.14 21+50 22+50 14070 Hwy 52 S.E. Chatfield, MN 55923 i LSTAI 21+84.11 MH 1 - PLT. N0. 3001 ELE�:958.91 Apartment Saitary RIM: 968.66 BUILD: 21.66 E 8" INV OUT - .947.00 •, C •e] CD O CO CO a-) O O 00 CO DO CO CO O O X W 00 CO O 22+00 ENGINEERING N SURVEYING L() PLANNING BUILE: Ph. 507-867-1666 O CO Fax 507-867-1665 O O W W W..to O 951.81 W/M 951.53 94 .79 SAN 94 .69 DRAWN CHECKED ADB MRW &I 8 D F&I 244. F&I 121.36 LF 4" RCP @ 0.49% ,ti G' A9 cy 96,, ��' 15" HDPE STA: 20+15.91 ELEV: 9517.49 7' MIN. 8" PVC SDR 26 @ 0.40% P KIVATE CLUBHOUSE SEF VICES STA:204 59.22 ELEV: 46.33 I Q0 -- / 82.25 LF 1 " HDPE @ 1.00% 11+C k / x / `oR2y.4 00' / 44, R26.00' - � ? IH 20+00 R36.00 0 0 + C II/ 0 CVT SB#4 STA: X23+31.28 24" RCP F&I 4" RIGI STALLATI( vvvMINIMU 18" J SEPAR ION N LOWER W/ TO CLEAR STORM PIPE STA: 20+06.01 --„ ELEV: 955.61 -1 7.7 7O„I,7 0 0 R26.00' CVT SB#3 ST :19+67.86 V a E R T 1a C A L- S 0 C A L EN HORIZONTAL SCALE io o s io 20 MH 21 - PLT. NO. 30101 STA: 9+81.71 OFF: 0. L0 r - O N 00 L() O �j BUILE: CO O CO O O O O O INV OUT: 945.9 I- X CO CO N W a_ CO 21+50 DESIGNED MRW DRAWN CHECKED ADB MRW &I 8 D F&I 244. F&I 121.36 LF 4" RCP @ 0.49% ,ti G' A9 cy 96,, ��' 15" HDPE STA: 20+15.91 ELEV: 9517.49 7' MIN. 8" PVC SDR 26 @ 0.40% P KIVATE CLUBHOUSE SEF VICES STA:204 59.22 ELEV: 46.33 I Q0 -- / 82.25 LF 1 " HDPE @ 1.00% 11+C k / x / `oR2y.4 00' / 44, R26.00' - � ? IH 20+00 R36.00 0 0 + C II/ 0 CVT SB#4 STA: X23+31.28 24" RCP F&I 4" RIGI STALLATI( vvvMINIMU 18" J SEPAR ION N LOWER W/ TO CLEAR STORM PIPE STA: 20+06.01 --„ ELEV: 955.61 -1 7.7 7O„I,7 0 0 R26.00' CVT SB#3 ST :19+67.86 V a E R T 1a C A L- S 0 C A L EN HORIZONTAL SCALE io o s io 20 MH 21 - PLT. NO. 30101 STA: 9+81.71 OFF: 0. 0'T Apar ment Sanitary ADB RIM: 66.03 N BUILE: 20.11 L0 SCO W 8" INV IN: 946.02 r, S 8" INV OUT: 945.9 I- 95 .25 W/M 95 .98 951.70 W/M 951.27 95q.32 W/M 95 .90 95 .12 W/M 95 .68 94 .59 SAN 941-49 94 .39 SAN 94 .29 946.19 SAN 94 .09 94 .89 SAN 94 .79 REVISED a) � CITY O MONTICELLO WRIGHT COUNTY PRELIMINARY ADB O 00 N L( -)N r- L0 SCO 0/18/202 Ln CD- r, n L( -)n CO I- ADB CO CO N cO Ln CO N Ln O (0 CO a7 (D OCO O CO CO CO 6 ('o O a7 CO 0) O CO a7 CO O CD 0) CO 0) CO O O-) X D' Xck� 07 X O X W a- W a_ W 0_ W a_ 21+00 20+50 20+00 19+50 REVISED BY DATE CITY O MONTICELLO WRIGHT COUNTY PRELIMINARY ADB 9/13/2021 SUBMITTAL ADB 9/20/2021 RESUBMITTAL ADB 0/18/202 RESUBMITTAL ADB 11 /29/202 BENCHMARK: TOP NUT HYDRANT ON SCHOOL BOULEVARD 300' WEST OF THE INTERSECTION WITH EDMONSON AVENUE NE, ELEV:965.13 RESUBMITTAL ADB 12/6/2021 95 .24 W/M 94 .69 SAN a' M-"NTICELLO PLAN & PJR1OFtLE H'012 U'1'1LITIES SHEET 6 WAR)NI C0G1DD n---> .. <w I� � BEFORE DIGGING AL PIER W STATE ONE CALL 0 L C TIONS. DIAL — 1-800-2'2-116 0 © I REQUIRED BY LAW LL W CD 0 cN (_p o-) n---> .. <w I� � O 1> W J I z0 I of 0 © I 00 LL ¢cr- I E3 U'NIT GARAGE u f. LOOR ELE,V: 567.76 0a zry �F) J — m_ — m U = W -- rrF 0+00 O Z = ZZ 0 O Iw /�ti pZUco rn Cp2 L,D > zLwi°' z LL I Of o I ;n�� Ofj 79 1 — C7 — O o � O l BERM cn 8 U1NI- GAAGE "LC�OR ELEV: 066.96 I I I 11+00 12+00 I spgcs L� &I 162.84 LF 15" HDPE @ U.�vio POOL -a z 0 p� I� � 1> ,w J I I I of I © I oI J N N Cal i 0 O O + 11. U) I cn 1 0 O CD D' 0 0 CD N W -7 z W-12 p� I� � 1> ,w I �I I of I © I oI J N N Cal i 0 O O + 11. U) I cn 1 0 O CD D' 0 0 CD N W -7 W-12 STA: 12+62.75 OFF: CL STA: 12+50.75 OFF: CL WATERMAIN LOOP WATERMAIN LOOP F&I 8"X8" CROSS F&I 8" — 11.25° BEND 8" — 11.25' BEND 3' E 8" — 11.25° BEND 2' W W-13 8" GATE VALVE 3' N STA:10+00.00 OFF: CL 8" GATE VALVE 3' S WATERMAIN LOOP 975 8" GATE VALVE 3' W OF F&I 8 tp— 90' BEND W BEND 8"X6" REDUCER 2' W 6" GATE VALVE 5' W 6" HYDRANT 8' W BREAKOFF ELEV: 968.23 970 965 15" HDPE 7' MIN. 960 MINIMUM 18 ELEV: 958.26 SEPARATIO STA: 10+44.65 FE=D-1PW PRIVATE ELEV: 958.93 W/M 958.26 95E.64 W/M 95E.88 958.61 W/M 95E.35 95E.08 W/M 95182 95155 W/M 957.29 957.16 W/M 95102 95E.99 W/M 95E.94 O r7 O N O 00 rr) rn CD 00 � r-) rn N Ln CO O CO O O O "t O !`-� 00 � 00 N c0 � N O N rn -t't ca 00 O � Ln r Ln i O Lrj I� N Ln N Ln Ln 6 N Ln c0 COO 6 Ln COO 6 CO co CD LO c0 cO CD O L6 o0 CO CD Lfj I-: CD CD uC co CO co L6 CD cO cD 6 Ln cO CD 6 Ln cO O d7 a7 CD c0 d7 CO c0 O 07 Cp CO O 07 CO CO m m CO CO O m Cp CO a-) CD (p CO (3) X O'0 O X O O X O_ D7 X _ O X O O O X � O O X _ 0 O O X Qf LTJ O_ LTJ O_ LTJ O_ LTJ a_ LTJ a_ LTJ a- LTJ a_ LTJ a- 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 301s g �1NI G FLUOR EL 7'2 77 LF 15» NAPE C� F&I \ j - V� E R T I N C A L S C A L E a HORIZONTAL SCALE 10 0 5 10 20 DATE: 6/3/2021 REVISED BY DATE HEREBY CERTIFY THAT THIS PLAN, CITY OF M MONTICELLO LAKE APAR`TMENTS SPECIFICATION, OR REPORT WAS PREPARED Prepared Far: ENGINEERING DESIGNED MRW PRELIMINARY ADB 9/13/2021 BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED Bc1durReal Estate, LLC SURVEYING SUBMITTAL AD9/20/2021 PROFESSIONAL ENGINEER UNDER THE LAWS OF 19356 MEADOW RIDGE TRAIL N DRAWN ADB WRJIGHT C PLAN & PJR1OFtLE FUTILITIES THE STATE OF MINNESOTA. ubcd PLANNING RESUBMITTAL ADB 0/18/202 MARINE ON ST. CROIX, MN 55047 Ph. 5078671666 MARK R WELCH CHECKED MRW BENCHMARK: 4070 Hwy 52 S.E. Fax 507-867-1665 RESUBMITTAL ADB 11 /19/2021 SHEET DATE X/X/Xx REG. NO. 42736 WWW. 1 RESUBMITTAL ADB TOP NUT HYDRANT ON SCHOOL BOULEVARD 300' WEST OF FILE NO.: 20-408 LAYOUT 3 GP & CP Chatfield, MN 55923112/6/2021THE INTERSECTION WITH EDMONSON AVENUE NE, ELEV:965.13 OF 13 SHEETS WARNING � �z BEFORE DIGGING CALL GOPHER I I1 III I O F STATE ONE CALL DIAL 1-800-252-1166 FOR LOCATIONS. Q / o REQUIRED BY LAW I ` ~ o I o � o � \ I I I\ 1 r I I o m z 220.77 F 1 5" HDPE 01.80% I 1 13+00 \ 1 14+00 �j \ I 14+97 CA �' \ - ------ - - 9+75 \\ 40 <F � S- F&I 94.43 LF 15, HDP 0% 1 0 10 _ _ DEVE� I 6 I I 82.25 _ 22N w o --- 00 F&I 400.00 LF 8" PVC @ 0.40% nM I / 826.00 ' - / 0 82. 00 - © I / / 1 54.8 a / 138.00, _ i I //�110 _12 -9 L� n cn _ \\N-7 , 0 j dLL- o I �� w LO I N I / H 2 3 l inn g Ili ------- N I co 9 / I __� ------------ -� I - � 1 2 E . �. 1 o I I - -- C f �dLH I 0„ O _ / YI w I 826.00' I �\ 1, cin � 836.00' o zo = r�l U) 1 F 1 o o 2 � G7 C� �s., 7.0 °0 o z 1 Ld z ----- ---_____ o I S-3 w� I @ A- X V a 980 E 980 W-7 W-12 T STA:12+62. 5 OFF: CL STA:12+50. 5 OFF: CL C N WATERMAIN OOP WATERMAIN LOOP i F&I 8"X8" CROSS F&I 8" - 11 25° BEND 8" - 11.25` BEND 3' E so C 975 W-14 i 975 8" GATE VALVE 3' N STA: 14+72.17 OFF: CL MH S-4 - PLT. NO. CB 3 - TYPE 4 CB (48") E N CB ED1 - PLT. NO. 4002 4001 CB 3 - TYPE 4 CB » 8 GATE VALVE 3 S WATERMAIN OOPSTA: STA: 12+51.64 OFF:0.00'T 11+76.67 OFF: O. STA:11+76.67 OFF:0.00'T xoxrzo 10 0 TALSCALE 5 10 20 STA: 10+00.00 , FF:0.00 T 8" GATE VALVE 3' W OF F&I WET -TA 8 LINE Sto m Basins Storm Basins Storm Basins Storm Basins INTO EX 16 DIP MAIN RIM: 966.15 GRATE: 966.02 GRATE: 966.02 GRATE: 966.41 W BEND BUILD: 8.18 BUILD: 7.75 BUILD: 7.75 R/W BUILD: 4.00 S I V IN:959.03 N INV IN: 958. 5 N INV IN: 958. 5 W INV OUT:962.41 970 NVAN-962.62 E INV IN:960. 5 E INV IN:960. 5 970 NE INV IN:957.97 MH S-2 - TYPE 4 MH (48') W INV OUT:957.97 STA:14+72. 1 OFF:0.00'T M -1 PLT. NO. 4001 STA:10+9 .43 OFF:0.00'T RIM: 967.00 Storm Basins N --RIM967.14 965 N INV OUT: 63.00 BUIL 965E INV IN: 961.47 WINV OU:961.47 " = 1 F&I I 25 LF 15" HDPE @ 1 00% (PUBLIC) 220.77 LF 15» HDPE ®1.801 (PRIVATE) N m U m U HDPE ©1.00% (PUBLIC = 960 960 24" RCP Com? 0.40% (PUBLIC) (PUBLIC) M 18" MINIM " D.I.P. SFPAF ATION &I 4" RIGID &I 4" RIGID W/M I STALLATION I STALLATION STO 96160 962.15 STO 961.70 961.25 STO 96C.80 96C.35 STO 95 .90 95 .45 STO 95-/.97 95E.08 STO 958.18 95E.27 0 95 .18 958.27 STO 96C.92 961.17 STO 96'. 41 961.66 STO 96'. 91 96 .16 STO 961.41 955 t� ro r) O ce O Ln CD L� O O O O O (D O r7 CD r7 I� r- T) r � O r- � N � N LO N N N Ln N N N Lna-) CO CO CO O If) cD CC) co CO M O CC) 0) cD LO O Ln Ln � � U 4 L6 �Cj uC � iCj � uC � cD di L O O di Lf j � L6 � LC) CD CO c . Cp CO cD O O 4 � cD CD 44 CD CO j Lo co CD ffj L6 CD CO L6 LCA CD CO j L.(7 co CO CC j U-) O co Lfj Ln co (D CCj U-) O (0 CCj Lo CD O Lr j U-) O O CO CO c) O� CD CO D) D) CD CD 0) CD CD M CD CO M Cp (.0 M CD CO 0) CD CD 0) CO CO M CD CO M CD CO CD CO X D' O)D) X OM X MM X OM X 0)0) X 0)0) X0� MM X M0) X �� X C�� X 0)0) X X W W W W W W W W W W W W W W W 0 W 0 W W W 14+50 14+00 13+50 13+00 12+50 12+00 12+00 11+50 11+00 10+50 10+00 9+75 14+97.41 HEREBY CERTIFY THAT THIS PLAN, DATE: 6/3/2021 Prepared For:SPECIFICATION, REVISED BY DATE CITY O MONTICELLO M LAKE APA-R)TMENTS OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED Ba dur Real Estate, LLC2 ENGINEERING SURVEYING DESIGNED MRW PRELIMINARY ADB 9/13/2021 WRIGHT CO UNTY Q� nu SUBMITTAL ADB 9/20/2021 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 19356 MEADOW RIDGE TRAIL N � O PLANNING DRAWN ADB (�, PJR1OFtLE PLAN F � UTILITIES RESUBMITTAL ADB 0/18/202 MARK R WELCH MARINE ON ST. CROIX, MN 55047 4070 Hwy 52 S.E. Ph. 5078671666 Fax 507-867-1665 CHECKED MRW RESUBMITTAL ADB 1 /29/202 BENCHMARK: SHEET �j T 8 DATE x/x/xx REG. NO. 42736 FILE NO.: 20-408 LAYOUT 3 GP & CP Chatfield, MN 55923 WwW.ggg1 TOP THE NUT HYDRANT ON SCHOOL BOULEVARD 300' WEST OF INTERSECTION WITH EDMONSON AVENUE NE, ELEV:965.13 OF 13 SHEETS RESUBMITTAL ADB 12 6 2021 / / WARNING BEFORE DIGGING CALL GOPHER STATE ONE CALL FOR LOCATIONS. DIAL — 1-800-252-1166 REQUIRED BY LAW W-7 BY DATE STA: 12+62.75 OFF: CL WATERMAIN LOOP CB (48") F&I 8"X8" CROSS 9/20/2021 8" — 11.25° BEND 3' E 8" — 11.25° BEND 2' W 8" GATE VALVE 3' N 8" GATE VALVE 3' S 8" GATE VALVE 3' W OF W BEND W-12 STA: 12+50.75 OFF: CL WATERMAIN LOOP F&I 8" — 11.25° BEND W-13 STA:10+00.00 OFF: CL WATERMAIN LOOP F&I 8" — 90° BEND 8"X6" REDUCER 2' W 6" GATE VALVE 5' W 6" HYDRANT 8' W BREAKOFF ELEV:968.23 DATE: 6/3/2021 1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED Prepared For: BY ME OR UNDER MY DIRECT SUPERVISION AND THAT IAM A DULY LICENSED Baldur Real Estate, LLC PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 19356 MEADOW RIDGE TRAIL N MARK R WELCH MARINE ON ST. CROIX, MN 55047 DATE X/X/XX REG. N0. 42736 FILE NO.: 20-408 LAYOUT 3 GP & CP I I i I O I I W ( 0 CD N N cj:�> I 0 — LL z I zQ ry z 0 - mu ::D 0 I_ - w I Of O _ 00 LL z O Q 00 Z Z � . W W eco ZU� 0) H-0 z L o' z 0j W N 9+75 10 0� � `� F&I 110 719 I I 1 I � I L 975 970 965 I I 0 o O I = DO Lj- I J BERM I I `L CD W I > I LLJ I I I I o GAa E 8 u' ' RQ6 o A E N N N I GARA( � I 76 -c FL OR ELEV: 66 96 f'�LIO OR ELEV: X67 W 0c o I C\ �n LL - CD C 0 W� WV 0 Ln 1(b.40W I I I S J d S I 1:3+2911 + �► HDPE Q I 1�8�CIOQ62.84 LF 15 1 RCA F o ii IiW/ ra yil �-, Og (D V) I T-- I POOL I I 9+75 10+00 10+50 ENGINEERING DESIGNED 0 • SURVEYING DRAWN PLANNING Ph. 507-867-1666 CHECKED 14070 Hwy 52 S.E. Fax 507-867-1665 Chatfield, MN 55923 WWW..t° 11+00 MRW ADB MRW 11+50 12+00 12+50 REVISED BY DATE CITY O MONTICELLO WRIGHT COUNTY PRELIMINARY ADB CB 2 — TYPE CB (48") ADB 9/20/2021 RESUBMITTAL CB 3 — TYPE 4 CB (48") RESUBMITTAL ADB 11/19/2021 BENCHMARK: TOP NUT HYDRANT ON SCHOOL BOULEVARD 300' WEST OF THE INTERSECTION WITH EDMONSON AVENUE NE, ELEV:965.13 RESUBMITTAL ADB 12/6/2021 STA: 11 +41.61 FF: 0.00'T STA: 11 +76.67 FF: 0.00'T North Bld Trench Drain Storm Basins GRATE: 967.86 GRATE: 966.02 BUILD: 8.28 N INV IN:959.56 S INV OUT: 959 56 BUILD: 7.75 N INV IN:958.7 E INV IN:960.6 N m V M m TRENCH DRAIN F&I 110.79 LF 15" HDPE ® 0.40% PRIVATE 50% (PRIVATE) 95 .92 STO 95 .82 95 .73 STO 95163 95 .52 STO 95 .39 95 .27 STO 959.15 95102 STO 958.90 958.77 a) rr) � N CD CO O W W 00 cD a) CD Ln O CD 61 W DO 00 V-) CO Ln CO CD O X W a) O CD O CD Lfj O CD D' 61 W N CD rr) O Ln M CO CD O a) X W 00 00 a) cd N CD u� O CD 61 W LO 6> LO I) Ln 00 CO CD O X W N co O DO 00 CD Lrj O O W LO CO C� Ln Ca O CD M X W O r- 00 Cp (D CD Lrj O cD W CD . I„) Ln Ca (0 CD 07 X W 00 O Cp CD Ln O CO rl N Ln co Ln Lr) CO (0 0) W 0-) O CO Ln CO Lrj 0) CO W N 0) Ln O 9+75 10+00 10+50 ENGINEERING DESIGNED 0 • SURVEYING DRAWN PLANNING Ph. 507-867-1666 CHECKED 14070 Hwy 52 S.E. Fax 507-867-1665 Chatfield, MN 55923 WWW..t° 11+00 MRW ADB MRW 11+50 12+00 12+50 REVISED BY DATE CITY O MONTICELLO WRIGHT COUNTY PRELIMINARY ADB 9/13/2021 SUBMITTAL ADB 9/20/2021 RESUBMITTAL ADB0/18/202 RESUBMITTAL ADB 11/19/2021 BENCHMARK: TOP NUT HYDRANT ON SCHOOL BOULEVARD 300' WEST OF THE INTERSECTION WITH EDMONSON AVENUE NE, ELEV:965.13 RESUBMITTAL ADB 12/6/2021 13+00 970 965 MOIT@] 5 O co Ln L) Co (D 0) 0� X oe� W a- 13+29.45 v� E R T I N C A L S� c A L E a HORIZONTAL SCALE 10 0 5 10 20 MOVTICLLLO LAKE APAJA--'TMENTS PLAN & PIRIOFtLE H'012 U'1'1LITIES SHEET 9 WARNING BEFORE DIGGING CALL GOPHER STATE ONE CALL FOR LOCATIONS. DIAL - 1-800-252-1166 REQUIRED BY LAW W-8 STA: 21 +34.91 OFF:11.00'R APARTMENT SANITARY F&I 8"X6" TEE 6" GATE VALVE 4' N 6" HYDRANT 7' N BREAKOFF ELEV:967.06 W-9 STA: 21 +74.91 OFF:11.00'R APARTMENT SANITARY F&I 8" - 45° BEND W-10 STA:12+96.46 OFF:11.00'R STORM MAIN F&I 8" - 22.5° BEND W-11 STA:13+21.31 OFF:11.00'R STORM MAIN F&I 8"X8" TEE 8"X6" REDUCER 54' W 8" GATE VALVE 3' N 6" GATE VALVE 57' W 6" HYDRANT 60' W BREAKOFF ELEV:961.32 975 970 965 H 960 N 00 L6 CO 6) X W 9+75 10+00 / I Tu LF 15" .27% JC-� C) i i i TRENCH DRAIN i S UTH BUILDING 3D FEET NEENAH i TRENCH DRAIN R 4996-C ATE9 96L90 5' i ,'i1+00 _ 15" INV: 958.00 �F�cl 50.52 LF 15" HDPE @ 1.33% 1--T--II 11; 11+79 I 10+50 11+00 11+50 970 965 • 00 �5 5 F- F - L0 't Lc� cd C-0 c0 6) M X n, W n 11+79.27 Q �.. IN V e E R T I , C A L S O C A L E HORIZONTAL SCALE 10 0 5 10 20 DATE: 6/3/2021 REVISED BY DATE CITY �I /� T C �1 THEREBY CERTIFY THAT THIS PLAN, �II1 I\ /I II1 L�, N T I C E LL � ��APARTMENTS SPECIFICATION, OR REPORT WAS PREPARED Prepared For: ENGINEERING PRELIMINARY ADB 9 13 2021 JL 1ii�///1 1 JL 11 I 1 BY ME OR UNDER MY DIRECT SUPERVISION DESIGNED MRW / / AND THAT I AM A DULY LICENSED Ba dur Real Estate, LLC O O SURVEYING DRAWN ADB SUBMITTAL ADB 9/20/2021 WRIGHT C 0'U NT� PLAN & PRO�'I]�E Ff--"'P I � PROFESSIONAL ENGINEER UNDER THE LAWS OF 1 `��/ THE STATE OF MINNESOTA. 19356 MEADOW RIDGE TRAIL N PLANNING RESUBMITTAL ADB 0/18/202 MARINE ON ST. CROIX, MN 55047 Ph. 507-867-1666 MARK R WELCH CHECKED MRW BENCHMARK: 4070 Hwy 52 S.E. Fax 507-867-1665 RESUBMITTAL ADB 1 /29/202 SHEET 10 DATE X/X/XX REG. NO. 42736 wWW. 1 RESUBMITTAL ADB 12/6/2021 TOP NUT HYDRANT ON SCHOOL BOULEVARD 300' WEST OF FILE NO.: 20-408 LAYOUT 3 GP & CP Chatfield, MN 55923THE INTERSECTION WITH EDMONSON AVENUE NE, ELEV:965.13 OF 13 SHEETS CB 1 - TYPE 1 CB CB 5 - TYPE 4 MH (48") STA:10+00.0 OFF:0.00'T STA:10+33.10 OFF:0.00' South Bld Trench Drain South B d Trench Drain GRATE: 968.08 GRATE: 966.75 BUILD: 4.33 BUILD: 3.75 SE INV OUT: 63.75 NW INV N:963.00 SW INV UT:963.00 MH S-5 - PLT. NO. 4001 STA: 12+51.64 FF:121.36'RT Storm Basins RIM: 966.43 BUILD: 11.43 E INV IN:957. 7 C3 SE INV IN: 95 . Ln 0° U W INV OUT: 95E.00 F&I 33.10 LF 15" F&I 39.83 P HDE 2 ® LF 15" 6% (PRIVATE) PE @ 2.27% (PRIVATE) �' TRENCH DRAIN OF&I 50.52 LF 15" 8" D.I.P.PRIVATE HDPE @ 1.33 0 WDM 96-3-75 STO 96 .18 962.62 STO 1-33 957.69 STO L2 CC) 00 Lf� (-D L6 4 L Ln Ln p� �j Cn (D CO CO c0 6) CO Lx� O� cp c0 CO CO p) COLCj G) O CO cD p� Ln 0� (0 c0 G= X 0= X O= d7 X Cl X D- W 2_ W a_ W 2_ LTJ a_ 10+50 11+00 11+50 970 965 • 00 �5 5 F- F - L0 't Lc� cd C-0 c0 6) M X n, W n 11+79.27 Q �.. IN V e E R T I , C A L S O C A L E HORIZONTAL SCALE 10 0 5 10 20 DATE: 6/3/2021 REVISED BY DATE CITY �I /� T C �1 THEREBY CERTIFY THAT THIS PLAN, �II1 I\ /I II1 L�, N T I C E LL � ��APARTMENTS SPECIFICATION, OR REPORT WAS PREPARED Prepared For: ENGINEERING PRELIMINARY ADB 9 13 2021 JL 1ii�///1 1 JL 11 I 1 BY ME OR UNDER MY DIRECT SUPERVISION DESIGNED MRW / / AND THAT I AM A DULY LICENSED Ba dur Real Estate, LLC O O SURVEYING DRAWN ADB SUBMITTAL ADB 9/20/2021 WRIGHT C 0'U NT� PLAN & PRO�'I]�E Ff--"'P I � PROFESSIONAL ENGINEER UNDER THE LAWS OF 1 `��/ THE STATE OF MINNESOTA. 19356 MEADOW RIDGE TRAIL N PLANNING RESUBMITTAL ADB 0/18/202 MARINE ON ST. CROIX, MN 55047 Ph. 507-867-1666 MARK R WELCH CHECKED MRW BENCHMARK: 4070 Hwy 52 S.E. Fax 507-867-1665 RESUBMITTAL ADB 1 /29/202 SHEET 10 DATE X/X/XX REG. NO. 42736 wWW. 1 RESUBMITTAL ADB 12/6/2021 TOP NUT HYDRANT ON SCHOOL BOULEVARD 300' WEST OF FILE NO.: 20-408 LAYOUT 3 GP & CP Chatfield, MN 55923THE INTERSECTION WITH EDMONSON AVENUE NE, ELEV:965.13 OF 13 SHEETS WARNING DIAL - 1-800-252-1166 REQUIRED BY LAW 1 15+80 970 965 ••/ 955 RE NW 950 X W OUTLET ##1 STA: 15+55. 6 ELEV: 952.5 F&I 36" RC APRON & 1 .6 C CLASS III RI R P PER PLATE 44069 10.00' 15+0 ll u:1\�r1m,110", I ?1WIWIIWW�WWUIIIIIIIIIIIIP � p 1 `' IF*i 8 �2 0R� i „ -� - Ell ,5 EInV- '� 7,11 LL� �"...�" L O T 1 Y / iZ J/ B LOCK 1 1731 0 - - \9S / R2Y.00' / 5 6 sp ce , v° j W-9 \ // ^ o' / -12 I IfA _ - �� / 1 M / �'F&I 244.43 LF 8"PYC-o_4,-4_p7 -a---------------------------- / I II s -f W-10 ' 12+00 F&I 121.36 LF 4" RCP @ 0.49% 11 R W 11 11.00' - ' - 'SO,oSOS 3 �c R36.00' Puy R28.00'`99� O/V, i• E -1 E R 01 00 MSI S- 82.25 LF 13" HDPE @ 1.00% F DEVEL Nl SIGN "TrCq) 7 . A 7�,�4/ R26.00' GL R26.00' 7 S-3 70k i W-7 W-8 W-9 W-11 -12 1 , MH S-4 - PLT. NO. 4001 MH S-3 - PL . NO. 4001 S --A: 12+62.75 FF: CL STA: 1 +34.91 OFF: 11.00'R STA: 21 +74.91 OFF:11 00'R STA: 13+21. 1 OFF: 11.00' STA: 12+50.75 OFF: CL STA: 10+99.22 OFF: 0.00'T STA: 10+00.00 OFF: 0.00'T W TERMAIN LOOP APARTMENT SANIT RY APARTM NT SANITARYSTORM MAI ATERMAIN LOOP i Storm Main Storm Main F 18"X8" CROSS F&I "X6" TEE F&I 8" 45° BEND F&I 8"X8" EE F 18" - 11.2 BEND � RIM: BUILDD:: 8 8.1.18 RIM: 967.61 8' - 11.25° BEND 3' E 6" GATE VALVE 4' N 8"X6" RED CER 54' W A E S INV IN: 959. 3 BUILD: 4.00 NW INV OUT: 9 3.61 > ,> _ N SE INV IN: 962.62 8' GATE VALVE3' N BREAKOFF ELEV:9 7.06 STA: 12+96.46 OFF: 11 00'R 6 GATE VALVE 57 W xoRrzo �o 0 TaLscaLE 5 ,o Zo W W INV OUT: 95INV IN : 957 957.97 8' GATE VALVE 3' S STORM MAIN 6" HYDRAN T 60' W 8' GATE VALVE 3' W OF F&I 8" 22.5° BEND BREAKOFF LEV:961.32 W BEND NO. 4001 MH S -5 --PLT. STA: 12+20.58 OFF: 0.00'T Storm Mai F&I 99.22 LF 15' HD E @ 1.00% (PR VATE RIM: 966.4 OUTLET 1 MH S-6 TYPE 4 MH (48") BUILD: 11. 3 STA: 15 07.01 :13+97.48 0 F:0.00'T E INV IN: 57.37 ELEV:9 2.50 S orm Main LO I SE INV IN: 57.33 MINIMUM 18" F&I 36" RCP R M: 960.95 NE INV IN: 962.10 SEPARATION CLASS V RIPRAP BJILD: E 6.95 INV IN: 954.00 PER PL P TE 4009 INV OUT:954.0 F&I 121.36 LF 24" RCP @ 0.49% (PUBLIC) O = W/M 1146.39 LF 36 F&I 176.90 LF 36" RCP @ 0.57% (PUBLIC) F ° 10 AL ON 8" PVC 952.5 STO 952.69 952.95 STO 9511.21 95-1.46 STO 95--'l.72 95 .97 STO 95A.1 3 954.27 STO 954.41 954.55 STO 954.69 954.83 STO 954.98 95-/.47 STO 95160 95172 STO 95-/.84 95197 STO 962.86 96 .11 STO /96-1.315 9611.61 STO Ln O Ln O o0 07 00 N M N co M 0o O Ln O Ln CO CO O O 7 00 00 o� 0-) 00 M 00 Ln N Ln 00 N co i 07 � 1 � 0-) 07 O 00 Co CO co 00 N CO CO O O Ln Ln d7 Ln Ln 00 CO Ln In 0O Ln Ln CO CO O O In Ln O Ln Ln 00 CO Ln L( Ln L( i Ln Ln LO Ln �% L6 CO CO 6(o CO (0 Lrj Ln CO (0 L�j Ln CO (0 Lri Ln co (0 CO Cfl CD O 6 Cfl CO co Ln Ln co (0 Lrj Ln CO (0 Lfj Ln CO (0 Lfj Ln CO (D Lrj Ln � co CO Cn O co cO O co cO Cn O O (D 0) O cp CO Cn M CO (D c0 cO d7 cO Cn O co cO O CO (D d7 CO (D a7 (D (D 0) 0) X W O� X D O� X W O� X W �� X D �� X W O�� X O_ X D O� X W �� X D' �� X W 0)0) X O X W IZ W W W W W IZ W W W IZ W W W W W (Z W (Z W W W W 975 970 965 960 955 0o N d7 0' (Z 15+80.36 15+50 15+00 14+50 14+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+00 9+75 HEREBY CERTIFY THAT THIS PLAN, DATE: 6/3/2021 REVISED BY DATE LAKE �SPECIFICATION, OR REPORT WAS PREPARED Prepared Far: CI�Y O�� I��LLO MOTTICELLO MENTS BY ME OR UNDER MY DIRECT SUPERVISION ENGINEERING DESIGNED MRW PRELIMINARY ADB 9/13/2021 AND THAT I AM A DULY LICENSED Ba dur Real Estate, LLC E=\ \ SURVEYING DRAWN ADB SUBMITTAL ADB 9/20/2021 PROFESSIONAL ENGINEER UNDER THE LAWS OF WRIGHT C OUNTY PLAN & PJQLLOFILE Fnulk�', UTILITIES THE STATE OF MINNESOTA. 19356 MEADOW RIDGE TRAIL N PLANNING RESUBMITTAL ADB 0/18/202 MARINE ON ST. CROIX, MN 55047 Ph. 5078671666 MARK R WELCH CHECKED MRW BENCHMARK: 4070 Hwy 52 S.E. Fax 507-867-1665 RESUBMITTAL ADB 1 /29/202 SHEET 1 1 DATE X/X/XX REG. NO. 42736 WwW.ggg1 RESUBMITTAL ADB 12/6/2021 TOP NUT HYDRANT ON SCHOOL BOULEVARD 300' WEST OF FILE 1 20-408 LAYOUT 3 GP & CP Chatfield, MN 55923THE INTERSECTION WITH EDMONSON AVENUE NE, ELEV:965.13 OF 13 SHEETS I 2 LAYERS OF W 2'- 6" AS REQUIRED 1( POLY (4 mIQ v x I .w DIAMETER BY 3' DEEP PIT INOER HYORANT FILLED WITH I MINIMUM OF I C.Y, OF 1 p 1/4 "STEEL VALVE BOX ADAPTOR -1/2" CLEAR STONE 14 - WITH PROTECTIVE COATING AS MANUFACTURED BY ADAPTOR INC. OR APPROVED EQUAL MEGALUG MEGALUG L GATE VALVE TEE THRUST MEGALUG BLOCKING BLOCKINGBEHIND BELOW GATE THRUST HYDRANT PRECAST CONCRETE BASE y�yE BLOCKING AS SPECIFIED (15% 15"x 4') BEHIND TEE BUILDING Standard Plate Library Typical Hydrant Installation City of Monticello Date: 03-05 Plate No. RelIsed:03-17 2001 INSTALLED BY PRIVATE CONTRACT :ER WIRE LOCATE BOX GROUND STREET INSTALLED AS PER CITY CONTRACT I I I TRACER WIRE SPLICE OR 5' IN RACK OF CURB � I COPPER -CLAD STEEL AWG 12 GAUGE) CONCRETE WALK OR TRACER WIRE 30 MIL HIGH DENSITY GAUGE TRACER WIRE 30 MIL HIGH DENSITY BITUMINOUS PATH ARE HYDRAFINDER TO BE PROVIDED UNDER PRIVATE I PRESENT FLAG MASONRY CONSTRUCTION WATEROUS MODEL 67 EXTERNAL CHIMNEY SEAL DRILL HYDRANT 1" COPPER WATERMAIN YELLOW OUT OF ORDER TAG COPPER -CLAD STEEL AWG 12 GAUGE �i TO BE INSTALLED ON PUMPER CONN. zl POLYFTHLNF GREEN COLORED JACKET AFTER BACK -FILL IZ TO BE PROVIDED UNDER CITY CONTRACT 4" OR 6" PVC BRFAKOFF FLANGE EXISTING OR FUTURE STREET w SANITARY SEWER 7" TO 2" MAXIMUM CURB OR GUTTER LINE aol PIPE SHALL BE COMPLETELY ENTRENCHED ABOVE BURY ONE (FINISHED GRADE)FINISHED s PRECAST PIPE, EXCEPT 48" DIA MAY BE GRADE VALVE BOX A$ WATERMAIN CONCRETE MORTAR ALL SIDES CY - SPECIFIED I"T02" .➢1Jn I 2 LAYERS OF W 2'- 6" AS REQUIRED 1( POLY (4 mIQ v x I .w DIAMETER BY 3' DEEP PIT INOER HYORANT FILLED WITH I MINIMUM OF I C.Y, OF 1 p 1/4 "STEEL VALVE BOX ADAPTOR -1/2" CLEAR STONE 14 - WITH PROTECTIVE COATING AS MANUFACTURED BY ADAPTOR INC. OR APPROVED EQUAL MEGALUG MEGALUG L GATE VALVE TEE THRUST MEGALUG BLOCKING BLOCKINGBEHIND BELOW GATE THRUST HYDRANT PRECAST CONCRETE BASE y�yE BLOCKING AS SPECIFIED (15% 15"x 4') BEHIND TEE BUILDING Standard Plate Library Typical Hydrant Installation City of Monticello Date: 03-05 Plate No. RelIsed:03-17 2001 INSTALLED BY PRIVATE CONTRACT :ER WIRE LOCATE BOX GROUND STREET INSTALLED AS PER CITY CONTRACT I I I TRACER WIRE SPLICE ADJUSTING RINGS CURB BOX STANDPIPE I COPPER -CLAD STEEL AWG 12 GAUGE) 2' SPOOL COPPER -CLAD STEEL AWG 12 TRACER WIRE 30 MIL HIGH DENSITY GAUGE TRACER WIRE 30 MIL HIGH DENSITY POLYETHYLENE GREEN COLORED JACKETI POLYETHYLENE GREEN COLORED JACKET TO BE PROVIDED UNDER PRIVATE I TO BE PROVIDE UNDER CITY CONTRACT CONTRACT MASONRY CONSTRUCTION � f EXTERNAL CHIMNEY SEAL DRILL DEPTH OF COVER OVER 1" COPPER WATERMAIN SEE MnDOT STANDARD PLATE 4020 COPPER -CLAD STEEL AWG 12 GAUGE �i TRACER WIRE 30MIL HIGH DENSITY SHALL BE NEENAH R -3508-A2. POLYFTHLNF GREEN COLORED JACKET OR 6". NO ADDITIONAL COMPENSATION SHALL BE ALLOWED FOR CONCRETE ENCASEMENT OR PIPE BEDDING. TO BE PROVIDED UNDER CITY CONTRACT 4" OR 6" PVC SANITARY SERVICE MAINLINE WALL CONSTRUCTION SHALL BE CLASS II SANITARY SEWER Title: Tracer Wire Standard Plate Library (New Developments) City of Monticello Date: 03-08 Plate No. �- Revised: 3005 03-15 TIES REQUIRED TO CLEAN OUTS USE 4" OR 6" CISP PLUG AND CAP, TOP TO BE 1/2 " BELOW FINISHED GRADE r FINISHED GRADE VARIES 10' TO 20' 1/8 BEND 6" PVC RISER FOR NDN -RESIDENTIAL 4" PVC RISER FOR RESIDENTIAL 4" OR 6" VERTICAL WYE (PVC) CONCRETE ENCASEMENT 12" ALL AROUND (INCIDENTAL) r WATER TIGHT GASKET ` OR CEMENTED PLUG Plc HORIZONTAL WYE (PVC) THRUST BLOCKING FOR CLEANING EQUIPMENT % PAYMENT FOR 6" RISER PIPE, 6" VERTICAL WYE 45' BEND AND PLUG WILL BE PAID FOR AT UNIT PRICE BID PER EACH. 2. CLEAN -OUTS REQUIRED AT 70' INTERVALS FROM MAIN SEWER UNE. Title: Standard Plate Library Sanitary Clean -Out City of Monticello Date: 03-05 Plate No. Revised:03-15 3006 GROUTING BETWEEN PIPE ANI MANHOLE BARRELSHALL BE WITH NON -SHRINKING CEMEN ALL MANHOLES WITH INSIDE DROP SECTION SHALL BE S' DLA (I.D.) MANHOLE SECTION TO BE ASTM C-478 CLASS II CIRCULAR REINF LATEST REVISION USE R-2 JOINT FOR ALL MANHOLE JOINTS "CRE-SEAL","RESEAL", OR APPROVED EQUAL PRECAST GASKET CONNECTION SHALL BE USED FOR CONNECTION PIPE TO MANHOLE -,, MAX. 24" 02 PRECAST BOTTOM SECTION WITH INVLRT #5 AT 12" OC EACH WAY SEALS (INTERNAL OR EXTERNAL) )R APPROVED EQUAL" STANDARD MANHOLE FRAME AND COVER ADJUSTING RINGS MIN 4" - MAX 12" STEPS AT 16" OC " 8 VARIABLE l 6" MIN STANDARD MANHOLE FOR SANITARY SEWER NO SCALE NOTES: Q1 MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS -I -PF (DY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA REGULATIONS AND SPACED 16" OC. O2 IF DROP IS GREATER THAN 24' INCHES, USE OUTSIDE DROP. AStanPlate Library City of Monticello Title: Standard Sanitary Manhole late: 03-05 Plate No. Revised`03-15 3001 ."� STRUCTURE • 8" POURED CONCRETE BASE, FOR ALTERNATE PRECAST CONCRETE BASE. SEE MnDOT STANDARD PLATE 4011 (MODIFY DIAMETER AND 2" RAISED AREA TO FIT REQUIRED DIAMETER. O1 REFER TO STANDARD PLANS FOR HEIGHT AND DIAMETER REQUIRED. O2 MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS--I-PF (BY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA REGULATIONS AND SPACED 16" OC. © MINIMUM STEEL REINFORCEMENT ® EQUIVALENT STEEL AREA IN WIRE MESH MAY BE USED © GENERAL DIMENSIONS FOR CONCRETE APPLY TO BRICK AND CONCRETE MASONRY UNIT CONSTRUCTION ALSO, EXCEPT AS NOTED. ® 12" MINIMUM FOR PRECAST, 3 BRICKS OR 1 BLOCK MINIMUM FOR MASONRY CONSTUCTION © REINFORCEMENT AS PER MnDOT SPEC 3301, GRADE 60. Standard Plate Library City of Monticello Q CASTING ADJUSTING RINGS MANHOLE SECTIONS PLASTERED EXTERIOR 4" MIN - 12" MAX STANDARD FRAME & COVER DIA INSTALL INFRA SHIELD ADJUSTING RINGS SEWER BRICK (MnDOT SPEC 3616) BLOCK (OR APPROVED EQUAL) MASONRY CONSTRUCTION ROADWAY SURFACE EXTERNAL CHIMNEY SEAL DRILL DEPTH OF COVER OVER CASTING TO THE PRECAST SECTION SEE MnDOT STANDARD PLATE 4020 CATCH BASINS LOCATED IN DRIVEWAYS SHALL BE TYPE MnDOT �i FOR COVER REQUIREMENTS SHALL BE NEENAH R -3508-A2. TOP OF PIPE TO SUIT OR 6". NO ADDITIONAL COMPENSATION SHALL BE ALLOWED FOR CONCRETE ENCASEMENT OR PIPE BEDDING. 4" OR 6" PVC 4" 4" OR 6" PVC FIELD CONDITIONS WALL CONSTRUCTION SHALL BE CLASS II MIN MIN PIPE SHALL BE COMPLETELY ENTRENCHED i W �idiNNN PRECAST PIPE, EXCEPT 48" DIA MAY BE CONCRETE MORTAR ALL SIDES CY o .➢1Jn I yN ASTM C 478 CONCRETE PIPE. SEE MnDOT STANDARD oz z W 7y r o 8" CAST -IN-PLACE ANN PLATE 3000 (NO TONGUE OR GROOVE AT TOP w m ILL0 � Z CONCRETE )vmm OR BOTTOM OF THIS SECTION). CAST -IN-PLACE N�mhv.m o m U O Nm�mM1 CONNECT TO MANHOLE m CONCRETE OR MASONRY CONSTRUCTION o .. .. .. .. d O 4' TO 1p' 3.j4 (BRICK OR BLOCK) ALLOWED ONLY IF APPROVED Wm !O oi"i z :F a� BY ENGINEER z C7 p :•� a IN, CONCRETE DOGHOUSE REQUIRED ON EL mm-InmMcii OUTSIDE AND INSIDE OF STRUCTURE O - hw❑3��idvim :,��Z��aminma-�nmam,nmmam AND PIPE CONNECTION 2 oz t2 '44mN Q mRll G_ w � d � � x � � O] ups UU ."� STRUCTURE • 8" POURED CONCRETE BASE, FOR ALTERNATE PRECAST CONCRETE BASE. SEE MnDOT STANDARD PLATE 4011 (MODIFY DIAMETER AND 2" RAISED AREA TO FIT REQUIRED DIAMETER. O1 REFER TO STANDARD PLANS FOR HEIGHT AND DIAMETER REQUIRED. O2 MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS--I-PF (BY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA REGULATIONS AND SPACED 16" OC. © MINIMUM STEEL REINFORCEMENT ® EQUIVALENT STEEL AREA IN WIRE MESH MAY BE USED © GENERAL DIMENSIONS FOR CONCRETE APPLY TO BRICK AND CONCRETE MASONRY UNIT CONSTRUCTION ALSO, EXCEPT AS NOTED. ® 12" MINIMUM FOR PRECAST, 3 BRICKS OR 1 BLOCK MINIMUM FOR MASONRY CONSTUCTION © REINFORCEMENT AS PER MnDOT SPEC 3301, GRADE 60. Standard Plate Library City of Monticello FOR COMPLETE TYPE "A" DROP SECTION UNIT PRICE SHALL INCLUDE ANY CUTTING INTO MANHOLE RASE REQUIRED, ELBOW, TEE, PIPE, SUPPORT AS REQUIRED. PRE -CAST CONCRETE OR MANHOLER:4CATCH-'�-. CATCH MANHOLE SECTIONS PLASTERED EXTERIOR BASIN ONE LENGTH (20'- 0') DEPRESSED 0.10' BELOW GUTTER DIA OF DIP IN LIEU OF PVC ADJUSTING RINGS SEWER BRICK (MnDOT SPEC 3616) BLOCK 4" MIN - 12" MAX MASONRY CONSTRUCTION FOR COMPLETE TYPE "A" DROP SECTION UNIT PRICE SHALL INCLUDE ANY CUTTING INTO MANHOLE RASE REQUIRED, ELBOW, TEE, PIPE, SUPPORT AS REQUIRED. Title: AStandard Plate Library Outside Drop Section for Sanitary Manhole City of Monticello Date: 03-04 Plate No. Revised. 3002 3002 D A 35 1/4 43" INLET FRAME AND GURB BOX NEEN O REENAH N0. R -3067-V PRE -CAST CONCRETE 4" CONCRETE COLLAR MANHOLE SECTIONS DUCTILE IRON TEE SHOWN ON THE PLANS HAVE BEEN ONE LENGTH (20'- 0') DEPRESSED 0.10' BELOW GUTTER EXTERNAL CHIMNEY SEAL OF DIP IN LIEU OF PVC ADJUSTING RINGS a "� 4" MIN - 12" MAX POUR A 3" TO 4" CONCRETE COLLAR ENCASE IN CONCRETE CORE DRILL DEPTH OF COVER OVER CASTING TO THE PRECAST SECTION CONN CT TO MANHOLE CATCH BASINS LOCATED IN DRIVEWAYS SHALL BE TYPE MnDOT �i CASTING SHALL BE NEENAH R -3508-A2. TOP OF PIPE TO SUIT OR 6". NO ADDITIONAL COMPENSATION SHALL BE ALLOWED FOR CONCRETE ENCASEMENT OR PIPE BEDDING. 4" OR 6" PVC 4" 4" OR 6" PVC FIELD CONDITIONS MIN MIN PIPE SHALL BE COMPLETELY ENTRENCHED i W �idiNNN CONCRETE HORSESHOE AND CONCRETE MORTAR ALL SIDES CY o .➢1Jn I yN x MVI� W 7y r o J INT AI W ANN MIN w m ILL0 � Z )vmm CORE DRILL N�mhv.m o m U O Nm�mM1 CONNECT TO MANHOLE m MAINLINE SEWER RISER BASE .. .. .. .. Title: AStandard Plate Library Outside Drop Section for Sanitary Manhole City of Monticello Date: 03-04 Plate No. Revised. 3002 3002 D A 35 1/4 43" INLET FRAME AND GURB BOX NEEN O REENAH N0. R -3067-V 24" 3'- 6" FINISH GRADE PLAN 4" CONCRETE COLLAR ALL STORM SEWER CASTING ELEVATIONS INSTALL INFRA SHIELD SHOWN ON THE PLANS HAVE BEEN (OR APPROVED EQUAL) DEPRESSED 0.10' BELOW GUTTER EXTERNAL CHIMNEY SEAL ELEVATION (SEE DETAIL 5003) ADJUSTING RINGS a "� 4" MIN - 12" MAX POUR A 3" TO 4" CONCRETE COLLAR ENCASE IN CONCRETE 6" COLLARUSE CONCRETE CURB MIX FOR COLLAR DEPTH OF COVER OVER 24" 3'- 6" FINISH GRADE / TO BE SET BY THE STEEL T -STYLE FENCE POST PAINTED - WYEELEV BASEMENTS AND SHALLOW SEWER AS 4" CONCRETE COLLAR DIRECTEO BY THE ENGINEER SECTION A MINIMUM 2" REFLECTORiZED TAPE TYPICAL SERVICE WHERE COVER OVER NOTES: a "� (ENGINEER GRADE) AT THE TOP OF THE POUR A 3" TO 4" CONCRETE COLLAR NOTES: AROUND RINGS EXTENDING FROM THE DEPTH OF COVER OVER CASTING TO THE PRECAST SECTION BE INSTALLED AT THE TIME OF SERVICE CATCH BASINS LOCATED IN DRIVEWAYS SHALL BE TYPE MnDOT DESIGN H. THE CASTING SHALL BE NEENAH R -3508-A2. TOP OF PIPE TO SUIT / TO BE SET BY THE STEEL T -STYLE FENCE POST PAINTED - WYEELEV BASEMENTS AND SHALLOW SEWER AS GREEN WITH AN OIL BASED PAINT AND A DIRECTEO BY THE ENGINEER TO VERIFY PRIOR TO BURY MINIMUM 2" REFLECTORiZED TAPE TYPICAL SERVICE WHERE COVER OVER MIN a "� (ENGINEER GRADE) AT THE TOP OF THE � N U NOTES: POST TO MARK THE SERVICE STUB TO DEPTH OF COVER OVER TOP OF PIPE TO SUIT BE INSTALLED AT THE TIME OF SERVICE DEPTH OF COVER QUER _ BENDS AND SPECIAL FITTINGS SHALL BE PAID FOR AT CONCRETE ENCASEMENT INSTALLATION (INCIDENTAL) TOP OF PIPE TO SUIT OR 6". NO ADDITIONAL COMPENSATION SHALL BE ALLOWED FOR CONCRETE ENCASEMENT OR PIPE BEDDING. 4" OR 6" PVC 4" 4" OR 6" PVC FIELD CONDITIONS MIN MIN PIPE SHALL BE COMPLETELY ENTRENCHED DISSIMILAR PIPES W �idiNNN AND SHALL RAVE CLASS "B" BEDDING CY Or✓1 .➢1Jn WHERE DIRECTED BY THE ENGINEER yN ❑�wV MVI� W 7y r 6" J INT AI W ANN MIN SEE 0 PET L BELO TO BE SET BY THE PLACE NEARLY HORIZONTAL FOR LOW WYEELEV BASEMENTS AND SHALLOW SEWER AS Ksa DIRECTEO BY THE ENGINEER TO VERIFY PRIOR TO BURY �im�dNlo TYPICAL SERVICE WHERE COVER OVER MIN a "� TOP OF SEWER IS 12' OR LESS � N U NOTES: PVC - POLY -VINYL CHLORIDE SOR 26 DEPTH OF COVER OVER TOP OF PIPE TO SUIT ALL SERVICE CONNECTIONS INCLUDING NECESSARY FIELD CONDITIONS BENDS AND SPECIAL FITTINGS SHALL BE PAID FOR AT CONCRETE ENCASEMENT THE CONTRACT UNIT PRICE BID PER LINEAR FOOT OF 4" OR 6". NO ADDITIONAL COMPENSATION SHALL BE ALLOWED FOR CONCRETE ENCASEMENT OR PIPE BEDDING. (TYPICAL) 4" OR 6" PVC SEE DETAIL BELOW FOR 4' UTILITY EASEMENT LINE 1• LINE 2' 5' 45'BFND TYPICAL SERVICE WHERE COVER OVER ADAPTER TO BE RESILIENT TOP OF SEWER IS 12' OR MORE ASTM C425-64 TYPE III OR APPROVED EQUAL FOR DISSIMILAR PIPES "•\—CONCRETE ENCASEMENT (TYPICAL) -kms PVC WYE �� VCP TO PVC FERNCO ENCASED IN CONCRETE SHALL BE REQUIRED - +::;�: WHEN CONNECTING TO EXISTING ''" /" "_ VCP SEWER MAIN (INCIDENTAL). )CRETE ENCASEMENT) . •��DEIA3L CRET THRUST BLOCKING FOR CLEANING EQUIPMENT Title: AStandard Plate Library Typical Service Connection City of Monticello Date: 03-05 Plate No. Revised: 03-15 3004 H ELIH O L 0 U W Z Q CY LL 0 w w Q a7 TO BE SET BY THE �pG❑ N��F�hl'1mh.➢�ff -o�LL��N�i Nowa og WYEELEV ENGINEER - CONTRACTOR Ksa 4" TO VERIFY PRIOR TO BURY �im�dNlo ON MIN a "� PIPE SHALL BE COMPLETELY ENTRENCHED � N U AND SHALL HAVE CUSS "B" BEGGING s, WHERE DIRECTED BY THE ENGINEER CONCRETE ENCASEMENT a��rRnNmm�om (TYPICAL) SEE DETAIL BELOW FOR CAULKING BETWEEN MIN DISSIMILAR PIPES 45'BFND TYPICAL SERVICE WHERE COVER OVER ADAPTER TO BE RESILIENT TOP OF SEWER IS 12' OR MORE ASTM C425-64 TYPE III OR APPROVED EQUAL FOR DISSIMILAR PIPES "•\—CONCRETE ENCASEMENT (TYPICAL) -kms PVC WYE �� VCP TO PVC FERNCO ENCASED IN CONCRETE SHALL BE REQUIRED - +::;�: WHEN CONNECTING TO EXISTING ''" /" "_ VCP SEWER MAIN (INCIDENTAL). )CRETE ENCASEMENT) . •��DEIA3L CRET THRUST BLOCKING FOR CLEANING EQUIPMENT Title: AStandard Plate Library Typical Service Connection City of Monticello Date: 03-05 Plate No. Revised: 03-15 3004 H ELIH O L 0 U W Z Q CY LL 0 w w Q a7 n ~O Q d vy Z }^ �u U ❑ �pG❑ N��F�hl'1mh.➢�ff -o�LL��N�i Nowa og w ❑ u]mm Ksa - ❑ ow � �im�dNlo ON ELI UT � N U n ~O Q d vy Z }^ �u U ❑ �pG❑ N��F�hl'1mh.➢�ff -o�LL��N�i Nowa og �ammaN �"' u]mm Ksa Gmm�m�.➢m0� �ri�mo"i Nemm�cmNm �nh�e�enm�N �NNnnaa �im�dNlo ON m h UT ��QNmmeNmmoa�amma a��rRnNmm�om N-mmNhon mO�wUNI'ld� J mwZ��NNI'IYNIOm W �idiNNN CY Or✓1 .➢1Jn yN ❑�wV MVI� W N f u V ANN Ou 0 ILL0 � ❑ )vmm N�mhv.m m U O Nm�mM1 m N O oh .Dd d O Nm �V 3.j4 Vl .G Wm !O oi"i ui-Nn�� a� U a EL mm-InmMcii O - hw❑3��idvim :,��Z��aminma-�nmam,nmmam fewHH�'in '44mN Q mRll G_ d � � SII ups UU CJ u❑ �mm�owmmn+�nonna vo -mmmmm Mo�ommoo�o�n 'nw �r'6 rum 66 of N W �. ]NNMduI � �Om�MID ❑rc Oi "]h�ON NMa ❑� U a �NNr]YY ❑ spa ❑�a zNmm�v ❑ Nam nmm n ~O Q d vy Z I o '-' o Fa=w>m�n a ❑ �mNamm"rmNmmvma0 u]mm NmmmmNd ON J ��QNmmeNmmoa�amma mO�wUNI'ld� W W �idiNNN CY yN MVI� W N f u V ILL0 � ❑ )vmm N�mhv.m Nm�mM1 m X a✓ mm-InmMcii O - hw❑3��idvim fewHH�'in '44mN Q mRll U3m d � � CJ u❑ �mm�owmmn+�nonna 'nw �r'6 rum 66 of Mi r. "s 4.tl' � ❑rc U NMa aYh a Q ❑ OL as a zNmw nmo�`��N 1 I LIG. I I N6, Standard Manhole for Standard Riprap Detail Standard Plate Library Standard Plate Library Storm Sewer � Catch Bann 03-05 Plate No. City of Monticello Date: 03-05 Plate No. City of Monticello Date: 03-05 Plate Na. ':03-17 0 4001 Revised: _ 4002 Revised; —15 4009 3 17 03 DATE: 6/3/2021 REVISED BY DATE HEREBY CERTIFY THAT THIS PLAN, Prepared For:SPECIFICATION, OR REPORT WAS PREPARED CITY OF M MONTICELLO LAKE APAIR"TMENTS BY ME OR UNDER MY DIRECT SUPERVISION ENGINEERING DESIGNED MRW PRELIMINARY ADB 9 13 2021 AND THAT I AM A DULY LICENSED Baldur Real Estate, LLC OO SURVEYING SUBMITTAL ADB 9/20/2021 WIIF-�IIGHT COUNTY MONTICELLO S PLATES PROFESSIONAL ENGINEER UNDER THE LAWS OF E=DRAWN ADB THE STATE OF MINNESOTA. 19356 MEADOW RIDGE TRAIL N PLANNING RESUBMITTAL ADB 0/18/202 MARINE ON ST. CROIX, MN 55047 Ph. 507867-1666 MARK R WELCH y CHECKED MRW RESUBMITTAL ADB 1/29/202 BENCHMARK: C�J��►-Ti X/X/xX 42736 14070 HW 52 S.E. Fax 507-867-1665 SHEET DATE REG. No. FILE NO.: 20-408 LAYOUT 3 GP & CP Chatfield, MN 55923 WWW''tO RESUBMITTAL ADB 12/6/2021 TOP NUT HYDRANT ON SCHOOL BOULEVARD 300 WEST OF THE INTERSECTION WITH EDMONSON AVENUE NE, ELEV:965.13 OF 13 SHEETS 12- 3/4 ' /PER FT 3. 1/2 " R /2 R 3" F 7" L 2'- 0" MODIFIED DESIGN "D" PIAN z MATCH MODIFIED DESIGN "D" CURB &GUTTER (TYPICAL) G Rorgl) NOTE: STORM SEWER TOP OF CASTING ELEVATION SHOWN ON THE PLANS INCLUDES A 0.10' DEPRESSION FROM THE PROPOSED GUTTER GRADE. THE CONCRETE CURB SHOULD BE TRANSITIONED FROM THE PROPOSED GUTTER GRADE TO THE CASTING ELEVATION 5 FEET ON EACH SIDE OF THE CENTER OF THE CASTING. AStanPlate Library City of Monticello Title: Concrete Curb & Gutter at Catch Basin late' 03-05 Plate No. eevLsed.03-15 5004 18' MIN �TANDARI STREET SECTION 60' CONCRETE INFILL NOTE: ISLAND CURB SHALL BE MODIFIED DESIGN "D" AS PER MONTICFLLO DETAIL PLATE 5004 WITH MEDIAN NOSE AS PER MNDOT DETAIL PLATE 7113A V-4" (4" CURB) TOP OF FINISHED MEDIAN TOP OF FINISHED SURFACE PAVEMENT SURFACE 1: '-6' (+) HEIGHT TO TOP OF BITUMINOUS TRAIL DESIGN OA — PATHWAY WIDTH 10 ft FISHED NEDIMN MODIFIED DESIGN "D" CURB AS PER MONTICELLO DETAIL PLATE 5004 \— MEDIAN NOSE AS PER MNDOT DETAIL—/ PLATE 1113A ATitle: Standard Plate Library Typical Concrete Median City of Monticello Date: 04-08 Plate No. Revised: 03 —1 5 5006 EXPANSION JOINTS CONCRETE CURB AND GUTTER A EXPANSION JOINTS F—A B a 4 n 4 CONCRETE TO BE EXPANSION POURED INTEGRALLY EXPANSION A JOINTS A WITH CURB JOINTS B618 CONCRETE . � CURB AND GUTTER P 7" MIN. WIDTH VARIES SECTION B—B PLAN VARIABLE PER /MIN �� 3/4 5' MIN. SECTION A—A Title: AStandard Plate Library Commercial Driveway Entrance City of Monticello Date: 03-05 Plate No. Revised. 03-15 5008 CONTRACTION JOINTS I-12" GRANULAR BORROW OR 6" CLASS 5 4" OR 6" CONCRETE WALK BOULEVARD WIDTH VARIES(AVERAGE 8') SIDEWALK DIMENSIONS WIDTH — 6' DEPTH — 6" FOR NEW DEVELOPMENTS *4" MINIMUM FOR EXISTING AREAS, 6" AT DRIVEWAYS AND CROSSWALKS GRANULAR BORROW DEPTH — 12" GRANULAR BORROW OR 6" CLASS 5 CONTRACTION JOINTS — 6' INTERVALS EXPANSION JOINTS — 60' INTERVALS (APPROX.) *MATCH EXISTING DEPTH, 4" MINIMUM INSTALL PEDESTRIAN CURB RAMPS AT ROADWAY INTERSECTIONS A:tandard Plate Library City of Monticello Typical Sidewalk Date: 03-05Plate No. Revised: 03 _ 7 5 012 HEREBY CERTIFY THAT THIS PLAN, DATE: 6/3/2021 REVISED BY DATE CITY OF M MONTICELLO LAKE APAIR"TMENTS SPECIFICATION, OR REPORT WAS PREPARED Prepared For: ENGINEERING PRELIMINARY ADB 9/13/2021 BY ME OR UNDER MY DIRECT SUPERVISION DESIGNED MRW AND THAT I AM A DULY LICENSED Baldur Real Estate, LLC O O SURVEYING SUBMITTAL ADB 9/20/2021 WIIF-�IIGHT COUNTY MONTICELLO S PLATES PROFESSIONAL ENGINEER UNDER THE LAWS OF � DRAWN ADB THE STATE OF MINNESOTA. 19356 MEADOW RIDGE TRAIL N PLANNING RESUBMITTAL ADB 0/18/202 MARINE ON ST. CROIX, MN 55047 Ph. 507867-1666 r� MARK R WELCH y CHECKED MRW RESUBMITTAL ADB 1/29/202 BENCHMARK: SHEET 13 X/x/XX 42736 14070 HW 52 S.E. Fax 507-867-1665 DATE REG. No. FILE NO.: 20-408 LAYOUT 3 GP & CP Chatfield, MN 55923 W'W'W'••tO RESUBMITTAL ADB 12/6/2021 TOP NUT HYDRANT ON SCHOOL BOULEVARD 300 WEST OF THE INTERSECTION WITH EDMONSON AVENUE NE, ELEV:965.13 OF 13 SHEETS BITUMINOUS TRAIL DESIGN OA — PATHWAY WIDTH 10 ft % R.O.W _ - - - _ PROPOSED UTILITY CURB LINE NOTE: MILL AND DVERLAY ALL EXCAVATION AREAS. THE LIMITS OF THE MILL AND OVERLAY SHALL BE AS FOLLOWS: 1, MILL ANO OVERLAY SHALL TAKE PLACE THE YEAR FOLLOWING EXCAVATION OPERATIONS 2. ALL AREAS SHALL BE MILLED 1-I/2" 3. ALL MILL AND OVERLAY SHALL BE TWICE THE WIDTH OF THE EXCAVATION MEASURED FROM EACH EDGE OF THE EXCAVATION LIMITS 4. ALL MILL AND OVERLAY SHALL BE FROM CENTERLINE OF ROAD TO THE FRONT EDGE OF CURB UNLESS EXCAVATION AREA ENCROACHES INTO THE OPPOSITE LANE OF TRAFFIC, THEN THE MILL AND OVERLAY SHALL INCLUDE THE FULL WIDTH OF THE STREET 5. MILLED AREA SHALL BE PERPENDICULAR TO THE CENTERLINE OF THE STREET 6. IF 3 OR MORE EXCAVATION AREAS OCCUR IN ONE BLOCK, THE ENTIRE BLOCK SHALL BE MILLED AND OVERLAYED R.O.WCURB LINE ,,,—(80C) OB — SHOULDER WIDTH 1 ft MIN. 2 T 2 EXCAVATION AREA EXISTING UTILITYEXISTING UTILITYjzp""�'MILL AND OVERLAY AREA 3' TO 6' CENTERLINE ROAD A MILL 1 1/2 BITUMINOUS TO LANE LINE MILL 1 1/2 BITUMINOUS 2 FEET OUTSIDE OR FOG LINE OF EXCAVATION LIMITS OR AS DIRECTED BY ENGINEER CENTERLINE ROAD SAWCUT BIT BASE 1' FROM EXCAVATION EDGE SAWCUT BIT WEAR 2' FROM EXCAVATION EDGE CD 4 CURB LINE CURB LINE (BOC) +�A 2.0 7. R.O.W .. . — .. — .. — . — — — — — — R.O. 4: 7 1VJ/1X BIT WEAR COURSE 2357 TACK COAT NOTE: MATCH THE EXISTING BITUMINOUS BASE COURSE THICKNESS OVERLAY/4" TTHERFILL THEFOLL WNG YEAR GTHETUMINOUS AREA SHALL EF MULLED AND AR COURSE THICKNESS I" a . i-� FULL DEPTH SAWCUT OF BITUMINOUS BASE IS REQUIRED 1' AROUND EXCAVATION EDGE WILL AND OVERLAY 2FT BEYOND EDGES OF EXCAVATION FOR BIT WEAR PLACEMENT 2357 TACK COAT FULL DEPTH SAWCUT OF BFTMINOUS BASE IS REQUIRED 1' AROUND EXCAVATION EDGE FULL DEPTH SAWCUT OF BITMINOUS WEAR IS REQUIRED 2' AROUND EXCAVATION EDGE BIT WEAR 1' 1' COURSE BIT BASE COURSE BIT BASE COURSE 3" SP 9.5 WEARING COURSE MIXTURE (2,8) 6' CL 5 AGGREGATE BASE (MODIFIED) 12" SELECT GRANULAR BORROW 6" MINIMUM SCARIFY AND RE COMPACT CLASS 5 -t uuzr- 0 lN� 0`-' `-""� Qp 3• 100% STANDARD — — PROCTOR DENSITY WGI1• �— 03 cc) Q �D CLASS 5 O 3• PRO STANDARD PROCTOR DENSLY v — — (SUBGRADE PREP) — FABRIC IF DIRECTED BY ENGINEER 953 STANpARp PROCTOR —_ DENSITY 95% STANDARD PROCTOR —_ DENSITY — NOTES: 1, TRAIL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE MOST RECENT EDITION of THE clrY OF MQNrICLLlO GENERAL —_ —_ EXCAVATION AREA (WIDTH VARIES) OSHA APPROVED SLOPES TO EXISTING UTILITY _— — —_ —_ EXCAVATION AREA (WIDTH VARIES) _ OSHA APPROVED SLOPES TO EXISTING UTILITY SPECIFICATIONS AND STANDARD DETAIL PLATES. 2. PEDESTRIAN RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED EXISTING UTILITY DOMES AND CONFORM TO ADA REQUIREMENTS. 3. MODIFY SURFACING, BASE, AND SUBGRADE DESIGN BASED ON — EXPECTED VEHICULAR USE AND SUBGRADE SOILS. TLtle: Title: Title: Standard Plate Library City of Monticello Typical Trail Section yp � Standard Plate Library City of Monticello Utility Excavation In City Streets 5 Years or Older Date: 03_05 Plate No. Revised: 03— 7 7006 &:St:andard Plate Library City of Monticello Utility Excavation in Streets that are Less than 5 Years Old Date: 03_08 Plate No, Revised:7007 03-17 Date: 03-05 Plate Na. 5013 Revised: EXPANSION JOINTS CONCRETE CURB AND GUTTER A EXPANSION JOINTS F—A B a 4 n 4 CONCRETE TO BE EXPANSION POURED INTEGRALLY EXPANSION A JOINTS A WITH CURB JOINTS B618 CONCRETE . � CURB AND GUTTER P 7" MIN. WIDTH VARIES SECTION B—B PLAN VARIABLE PER /MIN �� 3/4 5' MIN. SECTION A—A Title: AStandard Plate Library Commercial Driveway Entrance City of Monticello Date: 03-05 Plate No. Revised. 03-15 5008 CONTRACTION JOINTS I-12" GRANULAR BORROW OR 6" CLASS 5 4" OR 6" CONCRETE WALK BOULEVARD WIDTH VARIES(AVERAGE 8') SIDEWALK DIMENSIONS WIDTH — 6' DEPTH — 6" FOR NEW DEVELOPMENTS *4" MINIMUM FOR EXISTING AREAS, 6" AT DRIVEWAYS AND CROSSWALKS GRANULAR BORROW DEPTH — 12" GRANULAR BORROW OR 6" CLASS 5 CONTRACTION JOINTS — 6' INTERVALS EXPANSION JOINTS — 60' INTERVALS (APPROX.) *MATCH EXISTING DEPTH, 4" MINIMUM INSTALL PEDESTRIAN CURB RAMPS AT ROADWAY INTERSECTIONS A:tandard Plate Library City of Monticello Typical Sidewalk Date: 03-05Plate No. Revised: 03 _ 7 5 012 HEREBY CERTIFY THAT THIS PLAN, DATE: 6/3/2021 REVISED BY DATE CITY OF M MONTICELLO LAKE APAIR"TMENTS SPECIFICATION, OR REPORT WAS PREPARED Prepared For: ENGINEERING PRELIMINARY ADB 9/13/2021 BY ME OR UNDER MY DIRECT SUPERVISION DESIGNED MRW AND THAT I AM A DULY LICENSED Baldur Real Estate, LLC O O SURVEYING SUBMITTAL ADB 9/20/2021 WIIF-�IIGHT COUNTY MONTICELLO S PLATES PROFESSIONAL ENGINEER UNDER THE LAWS OF � DRAWN ADB THE STATE OF MINNESOTA. 19356 MEADOW RIDGE TRAIL N PLANNING RESUBMITTAL ADB 0/18/202 MARINE ON ST. CROIX, MN 55047 Ph. 507867-1666 r� MARK R WELCH y CHECKED MRW RESUBMITTAL ADB 1/29/202 BENCHMARK: SHEET 13 X/x/XX 42736 14070 HW 52 S.E. Fax 507-867-1665 DATE REG. No. FILE NO.: 20-408 LAYOUT 3 GP & CP Chatfield, MN 55923 W'W'W'••tO RESUBMITTAL ADB 12/6/2021 TOP NUT HYDRANT ON SCHOOL BOULEVARD 300 WEST OF THE INTERSECTION WITH EDMONSON AVENUE NE, ELEV:965.13 OF 13 SHEETS .1 ■ -All, •1 •� • -- - _ter i•1• =��- .• ai _ - -- . • • • • '= • - - - - - PWM ram "s, IM? I= • .• • � • - ' ■ L•�\ /:'/. •__ .' •• © •• • fix, • • • _Q —.1 • • - /'�� . �� •, • 1 ' • :97.1 , • • . � ..� . - _ � C •'� _ � • • � , • `IIS . `•• � .. � ,,,r. • '� ( j :f 7Z'-7 419 WAR ZZIMIZ 3! OWN . • ,, � � moi, • . • '9 AXN 10 I'M MAN 1*0 I � �' � ' • • • _ it f • I� / • • • �, � is-- - — — i-- -- - —_— -- - -- - — --- - -- -: • .. .� Il//"I � ••• • • ,- II IIX 1060.'• • X 1060.00 PROPOSED SPOT ELEVATION 2.00% PROPOSED SLOPE • • . PLATE .•• ••PROPOSED EROSION CONTROL BLANKET (PER IVINDOT 3885 CAT. 3N) ROCK CONSTRUCTION ENTRANCE /PARK (PER STD. PLATE 6002 & 3) PLATE 4009) IIS • •. •. :. II f- -RETAINING WALL • '� • BUFFERYARD LINE AGGREGATE SURFACING• BOULDER OR BIG BLOCK TRANSITION • m =11i Iwo I HEREBY CERTIFY THAT THIS PLAN, DATE: 6/3/2021 1 1• •F MNTICELL • • MARINE MONTICELLO LAKE APARTMENTS SPECIFICATION, OR REPORT WAS PREPARED Prepared For: my AIR CITYBY ME OR UNDER MY DIRECT SUPERVISION ENGINEERING DESIGNED MRW AND THAT I AM A DULY LICENSED Balclur Real Estate, LLC Gorr lrzzz� SURVEYING PROFESSIONAL ENGINEER UNDER THE LAWS OF DRAWN ADB WRIGHT COUNTY GRADING PLAN THE STATE OF MINNESOTA. 19356 MEADOW RIDGE TRAIL N ��ubed PLANNING RESUBMITTAL ON -•55047 -867-1666 MARK R WE -11 Ph. 507 10 . CHECKED RESUBMITTAL .�:BENCHMARK: X/X/XX 42736 NO.: 0: LAYOUTChatfield, MN 55923--- 1 : 1THE INTERSECTION 1 1N AVENUE NE, ELEV:965.13 OF 6 SHEETS - --96� i <10 66 06 I� 0 :2 i r �9 \- -962- f -964- - - -ate- 968 W. 00 0 � - - _ - - - - 965 - 970 971 9 2.00 � 96 .0 .� _ T.W.970. .966 0 8 U N T G R,�GE 961 - - - -962- -� �� , _ _ FL 0 EL V:�196 . Of 96 - - T. 961 8 4. 17. I •54 a� I i I I I I TR CH DRAIN NORTH BUILDING 30 FEET NEENAH TRENCH DRAIN 6� .0 % R 4996-C b�) a INV: 96 0 30 GRAPHIC SCALE\ 0 15 30 60 Tm ; v X962.00 2.0 6 41 h V. ...,I' l I �, cl 96 .43 (IN FEET) I - �- ��-_- - ---_� _--�'-�-_---�� _--�- - -= 96 0 1 1 IN = 30 FT - 16 a O� I s T - 2.00 2^._00% . 52 O 0 6 I <� L APo X9 .03 6 �6%E39�X9X96 6 0-111.3 68.9 I - I 2. 00 2.0 -ate 96 1 5. 8 C P 60 X97 . I coo, I� 1 9 I' �. -2� �, I 00 o o _a 972.60 - - .58 968.0 V Z o� I' l 0 z 973.32 O ° ° O oo � �7� r _ \ to o I C r „ I O O 0 2 00% 0 I �6. I z c / g6 spac(s 8 4 0% 4 6 I .> -f X967. I 6 u I 00, o O m z I 2.()0%- . 6g g6� D 8 -Q I �, w "-96-7.20 m -- > - 9 2. 9 / / 6'g 9 967.5 °� m �A. 1i I '1 u I; O 9 3 o o-1 I 2.00% 92.10% Cn \ � li 2.00% 96 .00 967.00 6� -,- I_ o o o N N o N 0 0 o 0 2� o '9v X967.71 I I 'S5�-`� 9 X967.6 I 6J I)(967.09 _ W I II' 2.0 _° U - r-- I w - I 6.32 966' 2 r I w 6� ~ LEGEND WATER HYDRANT & GATE VALVE / I ' I u m I 0 g6 _ n 66 9 I 0 Q z i OO OD STOP SANITARY MANHOLE STORM MANHOLE & CATCHBASIN U O,�O 9 9. 7/ 6 .77 � T --SIGNS I 966.7 I <i9 � m O GAS VALVE COMMUNICATIONS BOX n �I � r ISI I 9 ° n �� u ^ n ` 4J °� �� 96 X967.2 I 00% rn a-) I �- �� I > - + 4.0 % 96 I 7 I o- CO) x� ELECTRIC POLE LIGHT POLE/WALL MOUNT LIGHT TREE �� //�� L/1 , I I -- < 96 C mo. 1' _- I 0-) m 0)J I WM MAJOR CONTOUR MINOR CONTOUR WATERMAIN 0600 o�p 2.0 I LLJ I I V g66. 0 � 0 -0 SAN SANITARY SEWER STORM SEWER966.3 ' _ I Il C- Ell V: 9 �j_7 - I �� I O`q 0) (51UNDERGROUND 0) '� OVHE OVERHEAD ELECTRIC LINES ELECTRIC LINES UNDERGROUND COMMUNICATIONS LINE 96°�I. 2 00% 67 _ 67 I RAILING, CHAINLINK FENCE _ O 9 6 GAS GAS NSERVICE v 9 Co\ 7 O -- - -=_ - - 967.00 Y *JF& 11 HDPE @ 1.00%`� �-��`` == ��--�m � 42 s � WATERLINE I ° � - 00 / 68.65 ^ LOT 1 / 8 LF 1E] 1 � BLOCK 1.3 ! ,�. � 6, F �•� I a TILE DRAIN TILE / SUBDRAIN PROPOSED MAJOR CONTOUR N 0 �9 0 O 966 DEVEL © 1 �OC�% jl) 96 0 0 PROPOSED MINOR CONTOUR 10.0 T, °� /01 / / � � / %�w� o (%6575 s p 4 SIGN 8 6. - - - - - - - - � EASEMENT LINE BITUMINOUS SURFACING 2.00% 966. $$� ,� o I a CONCRETE SURFACING I ---•i I 6, _ X 2 g - O ^�` V X966.43Wv cv " BUILDING O Q - - - / Olt - - - - - - - - - - - - - _ �_ 94 967.5 ,, - �C' - 6 13 X965.8 66. 9- � 6 rn 96�.53 - 00000000 o000000o LANDSCAPING O � .. ,', �. .50 __ 5 X966. 0 TQ 5.97 = PROPOSED BITUMINOUS SURFACING OUTLET �1 � � LL F&I 121.36 RCP @ 0. % 6.8"7 - -. 6 �� ._�.,. 2 965. y�------- 64.01 --- -- Ld l w � ^ � '• •S '• PROPOSED CONCRETE SURFACING STA: 15+55 6 ELEV:952.5 F&I 36" °JO -'� 966.87 - 0 S �p 'S q 6' 3 G 6I° � 7.2 &RRC APRON 1.6 CY CLASS R P PER PLATE 40 9 .27 - / g $C� h' : 27 A/O pc Gy O 9y 96 .01 I 65.71 _ � J 1 GL SILT FENCE (PER STD. PLATE 6006) GRADING LIMITS / 1F&I "., __ 14 L�6" RCP © 1.0 H ,S-6 36 % 6 4.1 �9 ° \ ` s 967.89 1S, ° 2. 0 s'� � v ,� �� 96 4 X 1060.00 X 1060.00 2.00% EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED SLOPE �-I - 1.92%(m 5 INLET BARRIER (PER STD. PLATE 6004 & 5) L ,. 7561 PROPOSED EROSION CONTROL BLANKET 6 .19 o �V.�� g 67,Wg6 2 V (PER MNDOT 3885 CAT. 3N) oo �� 1.00 .8 61. 0 / 3 96 .57I 7.0 X9 .84 96 .84 � I � o + v ROCK CONSTRUCTION ENTRANCE (PER STD. PLATE 6002 & 3) / 59.2 / 3 `� RIP RAP (PER STD. PLATE 4009) \ \ Q9 61 0 6�C,, 968.29 ) \, At:�8. I 4.0 % 0) c40* c 96 1 � RETAINING WALL 56.0 956.0 I� 100 0.99 �� O�° BUFFERYARD LINE AGGREGATE SURFACING 0) ui G�'• 968.1 �!l9 - BOULDER OR BIG BLOCK TRANSITION 17 0 - w HEREBY CERTIFY THAT THIS PLAN, DATE: 6/3/2021 Prepared Far: REVISED BY DATE CITY OF MONTICELLO MONTICELLO LAKE APARTMENTS SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED Baldur Real Estate, LLC ENGINEERING o SURVEYING DESIGNED MRW PRELIMINARY ADB 9 13 2021 / / WJDL�.IGHT CO�JNTYPROFESSIONAL GR'ADING P SUBMITTAL ADB 9/20/2021 ENGINEER THE STATE OF MINNESOTA. UNDER THE LAWS OF 19356 MEADOW RIDGE TRAIL N u O O PLANNING DRAWN ADB RESUBMITTAL ADB 0/18/202 MARK R WELCH MARINE ON ST. CROIX, MN 55047 14070 Hwy 52 S.E. Ph. 507-867-1666 Fax 507-867-1665 CHECKED MRW RESUBMITTAL ADB 11 /17/2021 BENCHMARK: SHEET DATE x/x/xx REG. N0. 42736 FILE NO.: 20-408 LAYOUT 3 GP & CP Chatfield, MN 55923 WWW ggg to TOP NUT HYDRANT THE INTERSECTION ON SCHOOL BOULEVARD 300' WEST OF WITH EDMONSON AVENUE NE, ELEV:965.13 OF 6 SHEETS RESUBMITTAL ADB 12/6/2021 tX ° a00 • pp N. 3 Qp / 1 i -70P 1.3g a0 N 9 / do ' O v �'Q0ap / GRAPHIC SCALE 09 \ / 30 0 15 30 60 Opp �?oo p0 g xoo ro `O / �� > A J (IN FEET) C9 + A 1 V O -Z�� • QJ j" � % J �. 'S \ � 1 IN= 30 FT D 9 2 \ a0 � Opo • /\N Q, i { +3 \ U o ( o 0 v -OG rn �� DP H o c H Q \ o \ /p� / / / �� p v v Co �a a o �p/ odj° I p F / ` 6 a J ago �1 ^j (00* ING _ \ r \ LDO � � �tX .�\< a� �' .�. ��. o � � , o (0 4�-4a a a F \ r 00 / �. n 15" INV: 9 0 �� ` \ FQ LO / ;/ / J 0.5 ' LF 15 -- _., yam; Ov.. — I �� ,O • A \ 02so HD E � ;�aOti i 909 O °,• _ / 60 b' 0 0 0 / ° ov �o 1.99% O 0 � � \\ r 0� � / /oz a- \< 6: °�� a °'1.99% 10: \\ s' \ LEGEND � O • �� / � 1+ 1.99 % —\ y�� \ � WATER HYDRANT & GATE VALVE OO SANITARY MANHOLE rad h' I 00 \ c9 \ `2� OO STORM MANHOLE & CATCHBASIN /, 6' \ sTOP SIGNS N D4 GAS VALVE p O COMMUNICATIONS BOX 0 _1,99% 968 n \ C� o- C-0)ELECTRICPOLE o a v" LIGHT POLE/WALL MOUNT LIGHT ° 0 ° ��-9 N 00TREE b a,� a o p� p� i M. �� MAJOR CONTOUR g� '� p� a1 ap 0 MINOR CONTOUR WM WATERMAIN SAN SANITARY SEWER o 17 s p C C < s ap STORM SEWER �I ° 0 00% b� �� OVHE OVERHEAD ELECTRIC LINES pp O O (7) � 1` o� \ UNDERGROUND ELECTRIC LINES C�.� a �JJ p N �j 9 o� 0 UNDERGROUND COMMUNICATIONS LINE ° 1� 1`L 6�J p� �0 RAILING, CHAINLINK FENCE O,, GQ � • g C �aXg 1 �- -Cm of I 4�,�=i ,. . �, -l•�1 Il I C I ,��,• E?j 1! '.. �, 9> +a �� cel �1 'a6SPatNP ' AS GAS LINE 2.00> 2 00% WATER SE RVICE a TILE DRAIN TILE / S UBDRAIN 6 PROPOSED MAJOR CONT OUR0p26 spGC s Oa p o o PROPOSED MINOR CONTOUR O9%a 02. 0% O O 1.7 p1 / \ - - - - - - - - EASEMENT LINE 0 a C a� ap ap . ap f \\ i r , BITUMINOUS SURFACING 1„ n CONCRETE SURFACING C _ a 6A\- , \ CDV17 F�- 'S a0 ICY, \\ ti o000000o LANDSCAPING 00000000 _ J € = p �o �o PROPOSED BITUMINOUS SURFACING �`� / f S• 1 �1 n 1 n 1 n 1 a a0 c �b ti r \ a - 1 ••"•.+'• PROPOSED CONCRETE SURFACING bo \ - u-- J -- - V-- - J -- -- ✓ H- - -- -- 2.0 l'� ON 13 + tXO NQ) \ SILT FENCE (PER STD. PLATE 6006) \ 7 L ap`L'p� \ GL GRADING LIMITS O \1060. O \ X00 EXISTING SPOT ELEVATION \ ,� Ox \ X 1060.00 PROPOSED SPOT ELEVATION f 2.00% - _ - N RM - �— PROPOSED SLOPE \ o p O a Al a / �� INLET BARRIER (PER STD. PLATE 6004 & 5) \ 061 cX �,�,�j PROPOSED EROSION CONTROL BLANKET \ 6 k�l (PER MNDOT 3885 CAT. 3N) 970 O j / / O ROCK CONSTRUCTION ENTRANCE 1�� \ 969 / co l (PER STD. PLATE 6002 & 3) RIP RAP (PER STD. PLATE 4009) 966 / / Q � � \ 966 -----------/ RETAINING WALL BUFFERYARD LINE HAO HAO HAO HAO HAO HAO HAO I\A0 HAOH 0 HAO HAO- HAO HAO HAO HAO H�r�HAO HAO HAO HA0/ AO HAO HAO HAOSHA =-- - --- AGGREGATE SURFACINGHAO HAO HAO�HAO �HAO �HAO �HAO �HAO �HAO HAO HAO SHA AO H 0 HAO-------- ----------------------------------------------------- --- /A HAO HAO HAO HAO HAO HAO HAO�HAO HAO �HAO �HAO�------- - - - - BOULDER OR BIG BLOCK TRANSITION RAS �HAU �FIAO- �Ff7C0 A� HAO �HAO �HAO �HAO �HAO �HAO �HAO �HAO �HAO �HAO �HAO �HAO �HAO �HAO �HAO �HAO SHA HAO -----AHAO HAO HAO �HAO �HAO HAO HAO �HAO DATE: 6/3/2021 REVISED BY DATE �I HEREBY CERTIFY THAT THIS PLAN, CITY O MO TICELLO MONTICELLO LAKE APARTMENTS SPECIFICATION, OR REPORT WAS PREPARED Prepared For: ENGINEERING PRELIMINARY ADB 9/13/2021 BY ME OR UNDER MY DIRECT SUPERVISION DESIGNED MRW AND THAT I AM A DULY LICENSED Baldur Real Estate, LLC SURVEYING SUBMITTAL ADB 9/20/2021 1111 �IU THT COUNTY PROFESSIONAL ENGINEER UNDER THE LAWS OF ubed- DRAWNADB VV VV JJJLLL900�i� JJLL�.1JJLL JJLL JL �AI�INLAN THE STATE OF MINNESOTA. 19356 MEADOW RIDGE TRAIL N PLANNING RESUBMITTAL ADB 0/18/202 MARINE ON ST. CROIX, MN 55047 Ph. 507-867-1666 MARK R WELCH CHECKED MRW BENCHMARK: 14070 Hwy 52 S.E. Fax 507-867-1665 RESUBMITTAL ADB 11 /17/2021 SHEET DATE x/x/xx REG. NO. 42736 WWW ggg to TOP NUT HYDRANT ON SCHOOL BOULEVARD 300' WEST OF FILE NO.: 20-408 LAYOUT 3 GP & CP Chatfield, MN 55923 RESUBMITTAL ADB 12/6/2021 THE INTERSECTION WITH EDMONSON AVENUE NE, ELEV:965.13 OF 6 SHEETS WM WM WM WM WM EDMONSON AVE NE WM 7777 X31 Ln � X31 \ — - 12+00 J , I_ MM WN�— W/M 'd'I'D „9l X3 Fri WM _ WM WM WM - ^ 07 WM 07 WM WM WM CO EDMONSON AVE NE 18+00 L � I HAO �H O -----3HAO WM WM M 111 WM Wh EX 16" D.I.P. W i WM WM LIHAO 21+00 n I v o �w 11 IT GA A 0 0 v' IT' GAAG O R ELE :g B. °' N I GAI A E N I A E NI G A'i E 1 p I Id L R ELE 67 76 FL OR E V: 66 96 R B - 6 4 0 I �� O I J 'I I� I _ Ld z p -- I 00 lJi I I S Dpds I 27,097 / � 0 / I \G SQ FT O� OL ILva��c� aaCy) i I S19 X�O o / I g`a'd ' O I � r I I I �` C9 - / t / I mLul'o o s T / / p LEGEND � I / On ' / / � �� "N � WATER HYDRANT & GATE VALVE I - - p�� OO SANITARY MANHOLE �/ OD W� STORM MANHOLE & CATCHBASIN �; �� / / �° O O SIGNS v -GV �I IC J� I/ I I I � / Z. / ,�p � GAS VALVE D COMMUNICATIONS BOX c -Q) ELECTRIC POLE LIGHT POLE/WALL MOUNT LIGHT i TREE / MAJOR CONTOUR s DD sg 1 \ /�O /p MINOR CONTOUR 101"� // WM WATERMAIN SAN SANITARY SEWER o \/ STORM SEWER OVHE OVERHEAD ELECTRIC LINES UNDERGROUND ELECTRIC LINES UNDERGROUND COMMUNICATIONS LINE 1 IjL Li S DID s 1 J / / �� O El RAILING, CHAINLINK FENCE GAS GAS LINE J ` / WATER SERVICE ± / / TILE - DRAIN TILE SUBDRAIN 1 ✓ / PROPOSED MAJOR CONTOUR 7"1- C - - 1 `� `�� / PROPOSED MINOR CONTOUR �p /O EASEMENT LINE 0jji BITUMINOUS SURFACING \ i ' \� I \ / / �� \ \ / C CONCRETE SURFACING u ✓ �. v 1 m \ / j�0 \ �� BUILDING � I \ 1 1 � � // ��o O \� \ "��"�� LANDSCAPING vvvvvvvv 1 \ / °j�0 / PROPOSED BITUMINOUS SURFACING I I W Se I PROPOSED CONCRETE SURFACING I SILT FENCE (PER STD. PLATE 6006) 1� ° � / GL GRADING LIMITS X 1060.00 EXISTING SPOT ELEVATION \ I J arMNWr p X 1060.00 PROPOSED SPOT ELEVATION 2.00% NROPOSED LET BARR ER SLOPE STD. PLATE 6004 & 5 �° / \ PROPOSED EROSION CONTROL BLANKET ) (PER MNDOT 3885 CAT. 3N) NCE ��✓\/\ I p / �0 ( CONSTRUCTION TINR3PROPOSED PUBLIC GRE�NSPAdE PARK p (PER TD. PLATE PATHWAYS AND AMENITIES TO�BE DETERMIN O RIP RAP (PER STD. PLATE 40 09) GRAPfK SCALE 40 0 / 20 40 80 RETAINING WALL \ III ,O — BUFFERYARD LINE ji AGGREGATE SURFACING 1 I I I I O O / (IN FEET) 1 IN= 40 FT BOULDER OR BIG BLOCK TRANSITION DATE: 6/3/2021 REVISED BY DATE MONTICE I HEREBYCERTIFY THAT THIS PLAN, Pre ared For: CITY OF LLO O NTICELL' LAKE A r, �, � \� �j \N T SPECIFICATION, OR REPORT WAS PREPARED Prepared BY ME OR UNDER MY DIRECT SUPERVISION ENGINEERING DESIGNED MRW PRELIMINARY ADB 9/13/2021 AND THAT I AM A DULY LICENSED Baldur Real Estate, LLC O O SURVEYING DRAWN ADB SUBMITTAL ADB 9/20/2021 �� IRIGHT CO�J1 �TY EDOSION CONTQ O L �LN PROFESSIONAL ENGINEER UNDER THE LAWS OF V V THE STATE OF MINNESOTA. 19356 MEADOW RIDGE TRAIL N PLANNING RESUBMITTAL ADB 0/18/202 MARINE ON ST. CROIX, MN 55047 Ph. 5078671666 MARK R WELCH CHECKED MRW BENCHMARK: 4070 Hwy 52 S.E. Fax 507-867-1665 RESUBMITTAL ADB 11 /17/2021 SHEET 4 DATE X/x/xx REG. NO. 42736 WWW ggg t0 TOP NUT HYDRANT ON SCHOOL BOULEVARD 300' WEST OF FILE NO.: 20-408 LAYOUT 3 GP & CP Chatfield, MN 55923 RESUBMITTAL I ADB 12/6/2021 THE INTERSECTION WITH EDMONSON AVENUE NE, ELEV:965.13 OF 6 SHEETS GENERAL EROSION CONTROL AND CONSTRUCTION NOTES: 1) PLACE MACHINE SLICED SILT FENCE AS SHOWN ON THE PLANS AND WHERE DIRECTED BY THE ENGINEER, AT TOE OF FILL SLOPES AND MAINTAIN UNTIL TURF HAS BEEN WELL ESTABLISHED. (INSTALLATION OF SILT FENCE MUST TAKE PLACE PRIOR TO DISTURBING THE WATERSHED). INSTALL AND MAINTAIN INLET PROTECTION AT ALL CATCHBASINS AND INLETS LOCATED WITHIN THE PROJECT AND IMMEDIATELY DOWNSTREAM OF THE PROJECT. 2) CONSTRUCT AND MAINTAIN TEMPORARY ROCK CONSTRUCTION ENTRANCE AT ALL CONSTRUCTION ENTRANCES USED DURING CONSTRUCTION TO CONTROL SEDIMENT FROM LEAVING SITE PER ROCHESTER STD. PLATE 7-06, CLOSE OTHER ENTRANCES WITH SILT FENCE. 3) REMOVE ALL TOPSOIL AND ORGANIC MATERIAL. STOCKPILE IN APPROVED LOCATIONS ON—SITE. PROVIDE PERIMETER CONTROL AROUND ALL STOCKPILES. PROVIDE TEMPORARY COVER IF STOCKPILE WILL BE INPLACE MORE THAN 14 DAYS. 4) ALL EXCAVATED MATERIAL SHALL BE PLACED ON SITE AS DIRECTED BY THE ENGINEER OR HAULED TO AN APPROVED LOCATION. ANY TEMPORARY STOCKPILES SHALL HAVE SILT FENCE INSTALLED AROUND THE DOWN SLOPE EDGE TO PREVENT DOWNSTREAM SEDIMENTATION. TEMPORARY COVER SHALL BE ESTABLISHED AFTER 14 DAYS. 5) ALL EXPOSED SOIL AREAS MUST BE STABILIZED AS SOON AS POSSIBLE TO LIMIT SOIL EROSION BUT IN NO CASE LATER THAN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. 6) THE CONTRACTOR SHALL ROUTINELY INSPECT THE CONSTRUCTION SITE ONCE EVERY 7 DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. ALL INSPECTIONS AND MAINTENANCE CONDUCTED DURING CONSTRUCTION MUST BE RECORDED IN WRITING. 7) THIS PROJECT DOES REQUIRE AN NPDES PERMIT BASED ON AREA DISTURBED AND DOES REQUIRE A PERMANENT STORM WATER MANAGEMENT SYSTEM/TREATMENT DUE TO THE INCREASE IN IMPERVIOUS SURFACING BEING MORE THAN ONE ACRE. A SWPPP HAS BEEN PREPARED FOR THIS PROJECT AND SHALL BE PART OF THESE PLANS. BEST MANAGEMENT PRACTICES BEYOND WHAT MAY BE SHOWN ON THIS PLAN OR WITHIN THE SWPPP SHOULD BE CONSIDERED IF GRADING CAUSES EROSION NOT CONTAINED BY MEASURES SHOWN ON THIS PLAN. 8) RESPREAD TOPSOIL (4" MIN.), FERTILIZE, SEED, & DISK ANCHOR MULCH ALL DISTURBED AREAS. SOD OR SEED WITH MNDOT MIXTURE 25-131 WITH THE FOLLOWING ADDITIONS. FERTILIZER SHALL BE 24-12-24 AND BE APPLIED AT A RATE OF 300 LBS/ACRE. MIXTURE 25-131 SEEDING SHALL BE APPLIED AT A RATE OF 220 LBS/ACRE. MIXTURE 33-261 SEEDING SHALL BE APPLIED AT A RATE OF 35 LBS/ACRES. (STORMWATER FACILITIES) MULCH SHALL BE APPLIED AT A RATE OF 2 TONS/ACRE. *THE SEASON FOR SEEDING SHALL BE FROM APRIL 1ST — JUNE 1ST AND JULY 20TH — SEPTEMBER 20TH, AND AS DORMANT SEEDING AFTER NOV. 1ST. ONLY TEMPORARY SEEDING WILL BE ALLOWED SEPT. 20TH — NOV. 1ST) (REFERENCE MNDOT SEEDING MANUAL FOR ADDITIONAL SEEDING INFORMATION) 9) TEMPORARY SEED WITH MNDOT MIX 22-111 (MAY 1ST THRU AUGUST 1ST) OR MNDOT MIX 22-112 (AUGUST 1ST THRU OCTOBER 1ST) AT A RATE OF 100LB/ACRE. INCLUDING DISK ANCHORED MULCH ON ALL SLOPES GREATER THAN 200' OR 5%. 10) PER CURRENT MPCA REQUIREMENTS. CONCRETE WASHOUTS, WHICH PROHIBIT WASHOUT LIQUID AND SOLID WASTES FROM CONTACTING THE GROUND AND ENTERING THE GROUNDWATER, MAY BE; APPROVED FACILITIES OFFSITE, PORTABLE ONSITE FACILITIES, OR FACILITIES CONSTRUCTED ONSITE. ON SITE CONSTRUCTED FACILITIES SHALL HAVE A LEAK—PROOF, IMPERMEABLE LINER AND FOLLOW THE CONSTRUCTION, MAINTENANCE AND REMOVAL PROCESSES AS RECOMMENDED ON THE MPCA WEBSITE (HTTP: //WWW.PCA.STATE.MN.US/PUBLICATIONS/WQ—STRM2-24.PDF). 11) OWNER HAS BEEN MADE AWARE THAT THERE ARE DESIGN SLOPES LESS THAN 2% AND ACCEPTS ANY ISSUES THAT MAY RESULT FROM THIS DESIGN. 12) DITCHES WITHIN 200' OF SURFACE WATER OR PROPERTY LINE STABILIZED IN 24 HOURS AFTER CONNECTION. 13) SLOPES STEEPER THAN 4:1 AND 4:1 SLOPES LONGER THAN 30' ARE SEEDED AND PROTECTED WITH EROSION CONTROL BLANKETS OR SODDED AND STAKED. BLANKET CATEGORY 3N PER MNDOT 3885. SLOPES STEEPER THAN 4:1 ARE STABLE FROM LAND—SLIDING AND SURFACE EROSION. 14) MINIMIZE CONSTRUCTION TRAFFIC OVER UNPAVED AREAS OF THE SITE. 15) FINAL GRADING OF THE INFILTRATION BASINS SHALL BE COMPLETED AFTER MASS GRADING UPSTREAM IS COMPLETE AND STABILIZED. 16) GOVERNING SPECIFICATIONS — THE MOST RECENT EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION 'STANDARD SPECIFICATIONS FOR CONSTRUCTION" SUBJECT TO ANY AMENDMENTS & THEN 2018 EDITION OF THE 'STANDARD UTILITIES SPECIFICATIONS" AS PER THE CITY ENGINEER'S ASSOCIATION OF MINNESOTA SHALL GOVERN, ALONG WITH ANY DESIGN CRITERIA LOCATED WITHIN THE OLMSTED COUNTY ZONING ORDINANCE. UNLESS OTHERWISE SPECIFIED WITHIN THIS PLAN. Specifications in Monticello 17) GOVERNING SPECIFICATIONS — THE MOST RECENT EDITION OF THE CITY OF MONTICELLO STANDARD DETAILS AND SPECIFICATIONS. THE MOST RECENT EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION 'STANDARD SPECIFICATIONS FOR CONSTRUCTION" SUBJECT TO ANY AMENDMENTS. ALONG WITH ANY DESIGN CRITERIA LOCATED WITHIN THE WRIGHT COUNTY ZONING ORDINANCE. UNLESS OTHERWISE SPECIFIED WITHIN THIS PLAN. 18) CONTRACTOR SHALL OBTAIN ALL UTILITY CONNECTION PERMITS FROM THE CITY PUBLIC WORKS DEPARTMENT. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MARK R WELCH DATE X/X/xx REG. NO. 42736 DATE: 6/3/2021 Prepared For: 3cIdur Real Estate, LLC 19356 MEADOW RIDGE TRAIL N MARINE ON ST. CROIX, MN 55047 FILE NO.: 20-408 LAYOUT 3 GP & CP 14070 Hwy 52 S.E. Chatfield, MN 55923 ENGINEERING SURVEYING PLANNING Ph. 507-867-1666 Fax 507-867-1665 www.ggg.to DESIGNED MRW DRAWN ADB CHECKED MRW REVISED PRELIMINARY SUBMITTAL RESUBMITTAL RESUBMITTAL RESUBMITTAL PROJECT CALCULATIONS: TOTAL PROJECT AREA: X.XX ACRES TOTAL DISTURBED AREA: X.XX ACRES EXISTING IMPERVIOUS: X.XX ACRES NEW IMPERVIOUS: X.XX ACRES TOTAL IMPERVIOUS: X.XX ACRES WETLANDS: X.XX ACRES RIGHT OF WAY: X.XX ACRES IMPAIRED/SPECIAL WATERS WITHIN ONE MILE: NONE OWNER BALDUR REAL ESTATE, LLC 19356 MEADOW RIDGE TRAIL N MARINE ON ST. CROIX, MN 55047 ENGINEER & SURVEYOR G—CUBED INC. 14070 H WY. 52 SE CHATFIELD, MN 55923 markw@ggg.to ABBREVIATIONS DEFINED: HP: HIGH POINT LP: LOW POINT E0: EMERGENCY OVERFLOW G.F.: GARAGE FLOOR F.F.: FIRST FLOOR BY DATE CITY OF MONTICELLO ADB 9/13/2021 ADB 9/20/2021 W�IGHT COUNTY ADB 0/18/202 ADB 11 /17/2021 BENCHMARK: 6 TOP NUT HYDRANT ON SCHOOL BOULEVARD 300' WEST OF ADB 122021 / / THE INTERSECTION WITH EDMONSON AVENUE NE, ELEV:965.13 LEGEND WATER HYDRANT & GATE VALVE OO SANITARY MANHOLE O w1i STORM MANHOLE & CATCHBASIN 5?°P— SIGNS D4 GAS VALVE O COMMUNICATIONS BOX o- Cc_) ELECTRIC POLE LIGHT POLE/WALL MOUNT LIGHT TREE MAJOR CONTOUR MINOR CONTOUR WM WATERMAIN SAN SANITARY SEWER STORM SEWER OVHE OVERHEAD ELECTRIC LINES UNDERGROUND ELECTRIC LINES UNDERGROUND COMMUNICATIONS LINE ^ RAILING, CHAINLINK FENCE GAS GAS LINE WATER SERVICE DRAIN TILE / SUBDRAIN PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR — — — — — — — — EASEMENT LINE BITUMINOUS SURFACING °. CONCRETE SURFACING BUILDING 00000000 00000000 LANDSCAPING PROPOSED BITUMINOUS SURFACING I• J PROPOSED CONCRETE SURFACING SILT FENCE (PER STD. PLATE 6006) GI GRADING LIMITS X 1060.00 EXISTING SPOT ELEVATION X 1060.00 PROPOSED SPOT ELEVATION 2.00% PROPOSED SLOPE INLET BARRIER (PER STD. PLATE 6004 & 5) PROPOSED EROSION CONTROL BLANKET ® (PER MNDOT 3885 CAT. 3N) ROCK CONSTRUCTION ENTRANCE (PER STD. PLATE 6002 & 3) RIP RAP (PER STD. PLATE 4009) RETAINING WALL BUFFERYARD LINE AGGREGATE SURFACING BOULDER OR BIG BLOCK TRANSITION b10NTICELLO LAKE APARTMENTS In I fl, in up 11 H 0 1 m I NN] lffmi"L SHEET 5 OF 6 SHEETS Gravel pad(s) MnDOT Class CA -15 Bedding WIN NU or CA -25 IovERFLow slor IN SHROUD E o Geotextile fabric Original DlsruRBen AREA, �¢ m� ATTACHMENT HOOK grade CONSTRUCTION SITE, lI i L a STABILIZED STORAGE I AREA OR STAGING AREA SILT FABRIC SLEEVE SECTION B -B 00 OO po a� I PER MI SPECIAL a i` (not t0 scale) EXISTING CURB • , PROVISION 3886 p^ li' EXISTING OVERFLOW IS OF • ® • w x PAVED 12' MIN CGNSTRUCTIDN MATS, WOVEN OR TRM THE CURB BOX HEIGHT 1 0 0 0 0 1 III Ribbed Or Carni ated steel plates 9 P ROADWAY ® ® w r o y a V 41 50' MIN 0000 >z II u Q Original 00000 N 3 I ` GeOte%tie fabric fade END ❑VERLAP ax o€ a Ww II N CO SECTION A -A g ao�K �o� m o i ~_ Fm zs -'' �a rc w° (not to scale) ^18' MIN zzzq aV om t5 mw Iii 11 NOTES: $SDE OVERLAP s- ` ° m a �" xa II LLI PLAN -4 w�o� zw ME �w li' H- o�Do. ao wy ma Z WIMCC ROAD DRAIN CG -23* HIGH FLOW � Chonnelize runoff to sediment Sediment Tra in Device _ Zm Im PP g INLET PROTECTION CURB AND GUTTER MODEL DEFLECTOR PLATE a oo B °ate S 'D Y OR CITY APPROVED EQUAL. gam rc 15 V) trappingdevice W ; # w TRM END OVERLAP WITH SPIKES OR STAKES 2 rn II v E OVERFLOW IS OF .a a~ 0w THE CURB BOX HEIGHT YY •.....................• V w�JZ rrK Wq l NyKj O STRAP OVERFLOW AT TOP OF �� 8 s U, N< WQ rN W CONNECTORS ?°mom Tia �w ISS �_ v� O FILTER ASSEMBLY w C a: �+ �° �F ro o Z qax JW W= W ��v'a H- �rli c� rrc zW w3 mina m U URB w IS 26 z�w= a= wm �i�a 72 W� �J QW Va Ri- CONSTRUCTION MAT END OVERLAP INTERLOCK WITH in sB14 J�� o_ aJo °�s� III mqy F - p o STRAP CONNECTORS aa�cF n zm ww �� Q o 0:D z- `�� 11 °v U / ry Ribbed or Corrugated steel plates °Nam I'm �� Z4 �j m� zp n m c O cv "zz a a z o� ml•' 2w afi [.+a Iii R a END OVERLAP 4z oDE _dIB C, III cry m� -I N.$ 0 V OVERFLOW SLOT IN SHROUD z wN-'= CD FILTER ASSEMBLY SILT FABRIC SLEEVE 4��2 3wR) im� F mW WO �¢ OU �x W IF W I m SIDE ©0' OAT LOW POINT OVERLAP PER OT SPECIAL o rc s a ff o W i d ON -GRADE PROVISION 38$6 m z_ v 1 °U o Yw 7 z�� o o z� T� vl a f HIGH-FLOW FABRIC ma<a N Mi Ili r ¢ * FOR THE NEW R -3290 -VB STANDARD $mo=w 77 5�Z B x > CGS 3290 10R CITYNSTALL IMCO z a i i 1 24' min. v o =3- wz Sloe awa from o a V,& o I-. L- I highway m �,J� zali c�5 "wpm Iii a X I P y a�85 CA wz *a z Ni 3 s G ijr J i„ I to 50' Iain, PAD AREA (ANY SIZE) y� T,� ao 19 Match Or Right Of Way �wHo A CALL TO GOPHER STATE ONE (454-0002) ExlSting yy��nixm 15 REOUIRLD A MINIMUM OF 48 HOURS Crude PLAN PRIOR TO PERFORMING ANY EXCAVATION. Title. Commercial Gravel Title. Tale. Inlet Protection Title: Title: g Mud Mat Entrance Inlet Protection Residential Building Standard Plate Library Construction Entrance AStandard Plate Library 4Standard Plate Library Standard Plate Library Grate Inlet Cover Standard Plate Library Erosion Control Catch Bann Insert � Cit of Monticello Date: Plate No. City of Monticello Date: _ Plate No. City of Monticello Date: _ Plate No. City of Monticello Date: Plate No. City of Monticello Date: Plate No. y 03-05 ARevlsed:03-15 6002 Re�ised:06_14 6003 Revised:03-07 6004 Revised: 03— 6005 Revised: 6006 03-15 03-15 03-15 HEREBY CERTIFY THAT THIS PLAN, DATE: 6/3/2021 REVISED BY DATE CITY OF M MONTICELLO LAKE APAIR"TMENTS SPECIFICATION, OR REPORT WAS PREPARED Prepared For: ENGINEERING PRELIMINARY ADB 9/13/2021 BY ME OR UNDER MY DIRECT SUPERVISION DESIGNED MRW AND THAT I AM A DULY LICENSED Baldur Real Estate, LLC o SURVEYING SUBMITTAL ADB 9/20/2021 WIR'lGHT COUNTY STANDAIL�?,'D P PROFESSIONAL ENGINEER UNDER THE LAWS OF DRAWN ADB THE STATE OF MINNESOTA. 19356 MEADOW RIDGE TRAIL N O d-SURVEYING RESUBMITTAL ADB0/18/202 MARINE ON ST. CROIX, MN 55047 Ph. 507867-1666 MARK R WELCH y CHECKED MRW RESUBMITTAL ADB 11 /17/2021 BENCHMARK: SHEET J� � ►-Ti (� X/X/XX 42736 14070 HW 52 S.E. Fax 507-867-1665 SH JL V DATE REG. No. FILE NO.: 20-408 LAYOUT 3 GP & CP Chatfield, MN 55923 WWW''tO RESUBMITTAL ADB 12 6 2021 TOP NUT HYDRANT ON SCHOOL BOULEVARD 300 WEST OF THE INTERSECTION WITH EDMONSON AVENUE NE, ELEV:965.13 OF 6 SHEETS Emergency spillway crest D let POINT �AN OI P1 aO� 010 3.3' 20" 1.6, • • Anti seepage collar (typ.) 3.3. 3.3' STAKE TEMPORARY SEDIMENTATION BASIN WITH OUTLET PIPE STRAW D FIBER J C' To ]' CIA. ROLL ENCLOSED IN 0.7 STAPLES PER SO. YO. 1.15 STAPLES PER SGL YD. 3.15 STAPLES PER SO. YD. PLASTIC OR POLYESTER NETTING 4:1 SLOPES S_I$LOPE$ HIGH FLOW CHANNFLS SHORELINE DITCH TYPE 2USP Emergency spillway crest N ROUGH GRADED ! Perforated et Standpipe �: 1" X 2" X 18" LONG WOODEN STAKES AT 1' 0" SPACING MAXIMUM. STAKES SHALL BE ' PI DRIVEN THROUGH THE RACK HALF CF THE SIOROLL AT AN ANGLE OF 45 DEGREES WITH THE TOP OF THE STAKE POINTING UPSTREAM. B[OROLL PROVIDE 8" TO 10' Or EMBEDMENT DEPTH. 3B Anti seepage C011ar (typ.) _ 45 -- 45• TEMPORARY SLDIMENTATION BASIN FLOW B' - 10' EMBEDMENT DEPTH I_ WITH STAND PIPE OUTLET 3A ¢ Emergency spillway O SIOROLL STAKING DETAIL e Perforate standpipe —1` ENTRENCH A MINIMUM OF 2' 5 Z � 3 /4" rook cane 7— t, PREPPRE 501E BEFORE INSTALLING BLANKETS. INCLUPING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, PNP SEED. 2. BEGIN ATTHETOPCFTHE SLOPE BYANCHORINGTHE BLANKET INAB'{15-1)DEEPX6'Il v) WIDETRENCH .. 1\ WITH APPROXIMATELY IF (30 - OF BLANKET EXTENDED BEYOND THE JI PORTION OF THE TRENCH. ANCHOR THE V * 1/3 Z a BLANKETWTHAROW OF5TAPLE TAIIESAFFROXINA7ELY12-(3 ) APART INTHE ROTIDMOFTHETRENGH BACKFILLANDCOMPACTTHETRENCHAFTERSTAPLING. APPLY SEED TO COMPACTED SCIL AND FOLD REMAINING I2{301.m) 1° holes spaced 8N to 10° on center PORTON OF BLANKET BACK OVER SEED AND COMPAOTED SOIL. SECUREBI-ET OVER COMPACTED SOIL WITH ARO.OF STAPLE TAKES SPACED APPROXIMATELY IF (M-) APART ACROSS THE WIDTH OF THE BLANKET. S.RML TTIEBLANKETS LSUR OCIftH OR (B.) HORIZONTALLY ACROSS THE FASTENPE. ELANKET5INILL PLACINGSTAKEPRIATESIDE AGAINST THE SOIL SURFACE. ALL. BLANKETS MOST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING 6TAPLESf3TPXE6 D =diameter of standpipe equal to diameter Of Alpe. IN INSTPXES NOTE: SHOII�LODBE PLACED TTFIROUGH EACH FCOLORED DOTS CORRESPONDING TOT EAPPRO APPROPRIATE STAPLE PATTERN PI I)e NOTE, 4.THE EDGES OFPARALLEL BLANKETS MUST BESTAPLED WITH APPROXIMATELY25'{S m12.6 m)OVERLAPDEPENDING a mayerlal mast Til Id P L 9 WHEN MORE THAN 1 ON &A TTYPE. TO ENSURE PROPER SEAM ALIGNMENT. PLACE THE EDGE Or THE OVERLAPPING&ANKET IBLANKET BEING STAND PIPE DETAIL BIORDLL/COMPOST LOG IS INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STTTCH ON THE PREVIOUSLY INSTALLED BLANKET. S CONSECIJn P 61ANKETS SPLICED DOWN THE$LCPE MUST REPLACFDENDOVER END ISHINGIS STYLET WITH ANAPPROwMATE NEEDED, OVERLAP ENDS A 3'{I.a)OVER AP. STAPLE THROUGH OVERLAPPEVARFA, APPROXIMATELYIr(30v)APART ACROSS ENTIRE BLANKET WIDTH. MINIMUM OF 6' AND STAKE NOTE: N LOOSE SOIL DONDITICNS THE USE OF STAPLE ORSTAKE LFNGTHS GREATERTHAN $' (15 )MAY BE NECE$SARY TP PROPERLY SECURE THE BLANKETS. Title` Temporary Sediment Title. Bio Log Staking rte Erosion Control Blanket Standard Plate Library Basin Standard Plate Library Straw Wood Bio Roll Standard Plate Library or Stapling Patterns & Installation City of Monticello Date: Plate No. City of Monticello Date: Plate No. City of Monticello Date: Plate No. 03-07 03-08 03-08 6007r 6009 6011 Revised:03-15 Revised:03-15 J Revised'03-15 HEREBY CERTIFY THAT THIS PLAN, DATE: 6/3/2021 REVISED BY DATE CITY OF M MONTICELLO LAKE APAIR"TMENTS SPECIFICATION, OR REPORT WAS PREPARED Prepared For: ENGINEERING PRELIMINARY ADB 9/13/2021 BY ME OR UNDER MY DIRECT SUPERVISION DESIGNED MRW AND THAT I AM A DULY LICENSED Baldur Real Estate, LLC o SURVEYING SUBMITTAL ADB 9/20/2021 WIR'lGHT COUNTY STANDAIL�?,'D P PROFESSIONAL ENGINEER UNDER THE LAWS OF DRAWN ADB THE STATE OF MINNESOTA. 19356 MEADOW RIDGE TRAIL N O d-SURVEYING RESUBMITTAL ADB0/18/202 MARINE ON ST. CROIX, MN 55047 Ph. 507867-1666 MARK R WELCH y CHECKED MRW RESUBMITTAL ADB 11 /17/2021 BENCHMARK: SHEET J� � ►-Ti (� X/X/XX 42736 14070 HW 52 S.E. Fax 507-867-1665 SH JL V DATE REG. No. FILE NO.: 20-408 LAYOUT 3 GP & CP Chatfield, MN 55923 WWW''tO RESUBMITTAL ADB 12 6 2021 TOP NUT HYDRANT ON SCHOOL BOULEVARD 300 WEST OF THE INTERSECTION WITH EDMONSON AVENUE NE, ELEV:965.13 OF 6 SHEETS .k t .$ 'Q. 33" FES 17-1 N Lawn INV: 954.42 BASIN BOTTOM 953.0 A partments 100 units 1 Qa^.o 0 .f Entry 0 Z ag ....................... ........... ....................... ....................... ..................... ................. . . ...... ...... ....................... ........................ . . . . . . . . . . . . . . . . . . . . . . Garage Entry \ \ Walk �\ O r. Lawn 50.00'/W Engineering: G -Cubed Inc. 285 Westview Dr. West St. Paul, MN 55118 796-300-1213 Daniel Tilsen, Lead Design Project Manager 651-283-7546 djtilsen@gmail.com Geoffrey G. Griffin, Surveyor 507-867-1666, ex 102 geoffg@ggg.to Mark Welch, Engineer 507-867-1666 ex 105 markw@ggg.to Developer: Monticello Meadows Town Homes, LLC K.Peter Salland, Esq. 19356 Meadowridge Trail N., Marine Mn. 55047 Cell: 651-245-7222 Office 651-433-0155 Peterstalland@hotmail.com L IM a'�1%4�° d� --6►4:�9...��4�%�✓/J'��'�e�'.. � a►r_ ��.!�tr I 1►�..�%.+?r:a1R_n° �_QI�e�°.�G1s. �i?d� �o ��/ b�bJi1 aisisi"y"wr��i...R��.��ld�� e t : °ilt��o �� I��. �' �R•?r � �a � �,� 6p o��a /� ,p/ +i►11d9+.��"'IEi7i4 j`�7 r% �T'fpr � a I ►.tea ��/�VVAt- g��a'�'_!�lA6"A O 41 _� _�::iL'.ilc :w�:v.:..Y � :` "a:.h:n.:r� . +:P:a:w�v,:v.:a +��►��a rr• a"�w:P' "` "�` �av�:+tk:�:ar�:v�:�'.�:�:�*�ir•.�:�' � �w:�*.'IM��v� wlr► w.N.r �.:.il► il: �► i�::i �,S` btl� Walk 0 Lawn Walk Lawn Entry 0-) \-t @ )y I KNR Lawn MINIS Lawn Garage Entry Lawn O 8 Unit Garage *8 Unit GarageT-1 WM- ✓s�.. :.�.. - �p7r fO �: So- �'{'u_ � - ✓u k ��` '� �� 11'�%r rw• _ �1./.J:--�%1".�:�� t I I I I �,•. �, . - r Walk Lawn f @ OakTree Design Site Planning and Landscape Design: Jeff Weber - Landscape Designer MNLA ASLA 9665 Howard Lake Dr. NE. Forest Lake, MN 55025 651-260-6206 jgwl@comcast.net I hereby certify that this plan, specification, or report was prepared by me or under supervision and I am duly licensed Professional Designed : Jeff Weber Drawn: Jeff Weber Revised By Date New Landscape Jeff Weber 1l1 Oct 21 Revised Landscape Jeff Weber 1 Dec 21 07 L @ Lawn GRAPHIC SCALE 50 0 25 50 100 ( IN FEET) IIN= 50 FT Monticello Lake Apartments Preliminary Landscape Planning City of Monticello -Wright County BENCHMARK: TOP NUT HYDRANT ON SCHOOL BOULEVARD 300' WEST OF THE INTERSECTION WITH EDMONSON AVENUE NE, ELEV:965.13 0 Walk ;w N P• w oo ul w m m m XXX NONE 00, 111 111 111 M. II�IC��_ �� ti�� =111 li�l= ,` • �� 4�'4�'e� ■I� .L .... 1 1. ], ,y. .. . ,]...� ♦. 2,.. l ]. .. L.. ] lh,1�_ A ®O r� �a ra �a • 7Office and Events 111 111 ' � � •� �' � �� •� 1' O 0 111 111 111 111 111 ` 8 Unit Garage Parking 8 Unit Garage EDMONSON AVE NE mr a mor aru � Gw� � naac m Ew.. oa• art !WL E Lfl6 .nl.Fa EML16 oa nom ae•c wra, r tx arrc mw � surra Ex o� a nwr r camua• ram monm xaEFmo tww swoat Enure a r r /r nuE •uar •nose ak'ww.c1pP�x..s urt . E11b2 eusr nar aorm. arra a a�to�tt��.r�t ew wuM01ec awau •at E Eltlm a IrwID u•E su lIOMLY TMFID tt• MIE M/flaelF b FI/M E,rra Ea ,wa not m wcoaxr rrx�ir °moi ncmwrr SHRUB DETAIL O 11 ESB A IYEI IIIIR EY 6A •re Emo araw •x .... wE Emr x•E tE: WW1.9L�11�OFAl W M 961W EE FE•r E as v�.r�t�ta ooa.uwnwn•.n ton. � o tE EI®1E wE tFlal tErat EYYLE WI R.W W M M Y91BlL Y. DECIDUOUS TREE DETAIL Walk O Lawn ME Material List Symbol Plant Name Latin Name Size Number Red Maple (Native Boulvard Tree) Acer rubrum 'Autumn Radiance' 2 1/2" Dia. 35 White Oak (Oak Savanna Tree) Quercus Bicolor 2" Dia 32 (planted in naturalized groves) Fast growing native Oak Tree ® Acer saccharum 'Barret Cole' 2" Dia 27 Columnar Apollo Maple Hybrid Narrow form of Sugar Maple Norway Pine (Minnesota State Tree) Pinus resinosa 8' tall 32 0 Juniper (Evergreen Shrub of Oak Savanna) Juniperus Sabina 'Broadmoor' #5 250 ® H dran ea Quickfire Hydrangea aniculata'Bulk' #5 81 Alpine Currant (short screening hedge) Ribes alpinum #5 250 Grass Flame Grass Miscanthus sinensis'Purpurascens' #1 246 I ' Grass Big Bluesterl October' Andropogon'Red October' Native Prairie #1 240 Daylilly (Mixed Colors) Hemerocallis varieties #1 56 • Catmint'Walkers Low' Nepeta faassenii'Walker's Low' #1 40 Praire Seed Mix with Straw Blanket (8) varieties Native Grasses and (20) varieties of Forbs of Oak Savanna 6hort Dry/Short Prs;re Seal Mix 2-3'tA Pas��am aeE%xFvnMDF�eey� Native Staghorn Sumac Clusters Rhus typhina #2 300 Nesse Fo Aes.N Flmvrs m.snem.Usb �r�e� rsa�raasn�rc.aa.m, ancw�r.m;a..,.o...osncr,.,o.,osaw ® Parking Lot Llghting Drainage System Sheet 12 KNOW ALL PERSONS BY THESE PRESENTS: That Monticello Meadow Townhomes, LLC a Minnesota limited liability company, owner of the following described property: LOT 1 BLOCK ONE, MONTICELLO BUSINESS CENTER EIGHTH, according to the recorded plat thereof, on file and of record at the office of the County Recorder, Wright County, Minnesota. Has caused the same to be surveyed and platted as MONTICELLO MEADOW TOWNHOMES and does hereby dedicate to the public for the public use the public ways and the drainage and utility easements as shown on this plat. In witness whereof said Monticello Meadow Townhomes, LLC a Minnesota limited liability company, has caused these presents to be signed by its proper officer this _____ day of ------------------------,20__. Signed: Monticello Meadow Townhomes, LLC Peter Stalland, President STATE OF MINNESOTA COUNTY OF Wright This instrument was acknowledged before me this _____ day of ___________ __ ______ 20__ by Peter Stalland, President of Monticello Meadow Townhomes, LLC a Minnesota limited liability company, on behalf of the company. Notary Public, ________ County, Minnesota Printed Name My commission expires: _______________ SURVEYOR'S CERTIFICATE I Geoffrey G Griffin do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this ____ day of __________________- 20 Geoffrey G Griffin, Land Surveyor Minnesota Registration No. 21940 STATE OF MINNESOTA COUNTY OF The foregoing Surveyor's Certificate was acknowledged before me this ____ day of 20__, by Geoffrey G Griffin, Minnesota Registration No. 21940 Notary Public, ________ County, Minnesota Printed Name My commission expires: _______________ This plat of MONTICELLO MEADOW TOWNHOMES was approved by the Planning Commission of the City of Monticello, Minnesota, at a meeting thereof held the _____ day of — — — — — — — — — — — — — — — — 20__. Chairperson Secretary This plat of MONTICELLO MEADOW TOWNHOMES was approved and accepted in compliance with Minnesota Statutes, Section 505.03, Subdivision 2 by the City Council of Monticello, Minnesota, at a meeting held the _______ day of ___________- 20___. --------------------------- Mayor --------------------------- City Clerk 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- - — — — — — — — — — — — — — — — — — — — — — — — — — — — 0__. ____________________________ Wright County Surveyor Steven A. Jobe Pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes on the land hereinbefore described on this plat and transfer entered this ______ day of -------------,20----- Wright county Auditior By: --------------- Deputy Persuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable to the year 20_____ on the land herinbefore described have been paid this ________ day of ---------- 20 ------ Wright County Treasurer By: — — — — — — — — — — — — — — — — — — — — — — — — — Deputy DATE: 6/3/2021 1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED Prepared For: BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED Baldur Real Estate, LLC PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 19356 MEADOW RIDGE TRAIL N MARK R WELCH MARINE ON ST. CROIX, MN 55047 DATE X/X/XX REG. NO. 42736 FILE NO.: 20-408 LAYOUT 3 GP & CP SITE ZONING INFORMATION —CURRENT ZONING: B-4 —PROPOSED ZONING: PUD — R-3 TOWNHOMES 94 rental units in 15 buildings with one Community Building —SITE ADDRESS: TO BE ASSIGNED BASE SITE AREA:467,545 SQ FT (10.73 ACRES) — PROPOSED DENSITY — 8.76 UNITS/ACRE — PROPOSED NEW IMPERVIOUS — 6.215 ACRES — WATER QUALITY VOLUME PROPOSED ONSITE — RATE/VOLUME CONTROL PROPOSED IN CITY LAKE OR TEMPORARY BASIN UNDER THE OVERHEAD TRANSMISSION LINES TO THE SOUTH PARKING: —2 CAR GARAGE EACH UNIT + 2 PARKING SPACES OUTSIDE GARAGE EACH UNIT (22' DEPTH OF SPACE) —23 ADDITIONAL PARKING SPACES —1 HANDICAP PARKING SPACE PROVIDED —HANDICAP PARKING SPACES SHALL HAVE SIGNS SET BETWEEN 60 AND 66 INCHES ABOVE GROUND LEVEL DENOTING "HANDICAP PARKING, VEHICLE ID REQUIRED, UP TO $200 FINE FOR VIOLATION" —IF SIGNAGE WOULD OBSTRUCT A CURB RAMP AND/OR PEDESTRIAN ROUTE, THE SIGNAGE CAN BE OMITTED IF "NO PARKING" IS PROVIDED ON THE SURFACE OF THE ACCESS AISLE VICINITY MAP (NOT TO SCALE) SW 1/4 Off' SEC. 14, TWP. 121N, RGE. 25W WRIGHT COUNTY, MINNESOTA x[6]01110[=10001=111 OWNER: JOHN AND MARY LUNDSTEN, 1804 HILLSIDE LANE, BUFFALO, MN 55313 /1 I ITI (1T A /� r_ -r1 A E) T[) r r T A F-'\ I-'\ I T I n N I U U I L_ \J I /—\ \� L_ U/—\ I\ I I\ L_ L_ I /—\ U LJ I I I U I N 403.80 S89°14'00"W 906.10 502—.30-- f- ---------- I I I I I I 50 I I I I \ \ 75.00' EASEMENT PER DOC. NO. 893122 \ \ ZONING B4 I LOT I 1 ZONING 113\-4 ��%\ 0 BLOCK I NW 1/4 i NE 1/4 MRW 6/7/2021 ~ L �J/ 6/16/2021 Ci �> ADB l� � 6 z 12/8/2021 El z L �J/ o 4 SCH°°L BLS Q S E 1/ 4 N \ Soo SW 1/4 TUU W O S MENT PERDOC NO. Fr i� < LTJ/ < %j LI\ C � _7 L - L - C� l LIJ \ - J LIJ SW 1/4 Off' SEC. 14, TWP. 121N, RGE. 25W WRIGHT COUNTY, MINNESOTA x[6]01110[=10001=111 OWNER: JOHN AND MARY LUNDSTEN, 1804 HILLSIDE LANE, BUFFALO, MN 55313 /1 I ITI (1T A /� r_ -r1 A E) T[) r r T A F-'\ I-'\ I T I n N I U U I L_ \J I /—\ \� L_ U/—\ I\ I I\ L_ L_ I /—\ U LJ I I I U I N 403.80 S89°14'00"W 906.10 502—.30-- f- ---------- I I I I I I 50 I I I I \ \ 75.00' EASEMENT PER DOC. NO. 893122 \ \ ZONING B4 I LOT I 1 ZONING 113\-4 ��%\ 0 BLOCK I NW 1/4 i NE 1/4 MRW 6/7/2021 ~ L �J/ 6/16/2021 Ci �> ADB l� � 6 z 12/8/2021 — — — — — — - / ww L �J/ o 4 SCH°°L BLS Q S E 1/ 4 N \ Soo SW 1/4 TUU W O S MENT PERDOC NO. SW 1/4 Off' SEC. 14, TWP. 121N, RGE. 25W WRIGHT COUNTY, MINNESOTA x[6]01110[=10001=111 OWNER: JOHN AND MARY LUNDSTEN, 1804 HILLSIDE LANE, BUFFALO, MN 55313 /1 I ITI (1T A /� r_ -r1 A E) T[) r r T A F-'\ I-'\ I T I n N I U U I L_ \J I /—\ \� L_ U/—\ I\ I I\ L_ L_ I /—\ U LJ I I I U I N 403.80 S89°14'00"W 906.10 502—.30-- f- ---------- I I I I I I 50 I I I I \ \ 75.00' EASEMENT PER DOC. NO. 893122 \ \ ZONING B4 I LOT I 1 ZONING 113\-4 ��%\ 0 BLOCK I I hereby certify that this plat of MONTICELLO MEADOW TOWNHOMES was filed in the Office of the County Recorder for public record on this ____day of _________________- 20____, at ____o'clock __.M., and was duly recorded in Cabinet No._______, Sleeve as Document No. Tanya West, Wright County Recorder 14070 Hwy 52 S.E. Chatfield, MN 55923 ENGINEERING DESIGNED SURVEYING DRAWN PLANNING Ph. 507-867-1666 CHECKED Fax 507-867-1665 www.ggg.to MRW 9 REVISED BY i CITY OF MONTICELLO WRIGHT COUNTY L �J/ MRW 6/7/2021 SUBMITTAL L �J/ 6/16/2021 Ci �> ADB l� RESUBMITTAL L �J/ 12/8/2021 — — — — — — - / 1 L �J/ �Co <,> \ CID0 N \ Soo TUU W O S MENT PERDOC NO. Fr i� < LTJ/ < %j LI\ C � _7 L - I hereby certify that this plat of MONTICELLO MEADOW TOWNHOMES was filed in the Office of the County Recorder for public record on this ____day of _________________- 20____, at ____o'clock __.M., and was duly recorded in Cabinet No._______, Sleeve as Document No. Tanya West, Wright County Recorder 14070 Hwy 52 S.E. Chatfield, MN 55923 ENGINEERING DESIGNED SURVEYING DRAWN PLANNING Ph. 507-867-1666 CHECKED Fax 507-867-1665 www.ggg.to MRW 9 50.00' EXISTING EASEMENT PER \ 0 \\ \ DOC. NO. 587953 \ v \ \ 12.00' EXISTING DRAINAGE AND UTILITY EASEMENT ?_0\ \ \ \ \ ALSO \ \ \ 12.00' SIDEWALK EASEMENT PER DOC. NO. 1015455 \ \ N89°59'31 "E Engineer /Surveyor \ \ \ ZONING R-3 G—Cubed Inc \ \ \ ZONING 14070 Hwy 52 SE \ \ \ Chatfield, MN 55923 \ \ \ 507-867-1666 LEGEND \ \ \ Applicant/Developer ❑ SPIKE SET \ \ \ Baldur Real Estate, LLC IRON PIPE WITH PLASTIC CAP \ \ \ 19356 Meadowridge Trail North 0 STAMPED LS 21940 SET \ \ \ Marine on St.Croix, MN 55047 \ \ \ 651-245-7222 • FOUND MONUMENT Fee Owner L COMPUTED POINT \ \ \ Ocello, LLC \ \ \ 4065 Chelsea Eoa West M5536255362790 \ \ \ t' II 55362 on iMN ce o, 612-867-8480 REVISED BY DATE CITY OF MONTICELLO WRIGHT COUNTY SUBMITTAL MRW 6/7/2021 SUBMITTAL MRW 6/16/2021 \ \ ° F \ i ADB 9/13/2021 RESUBMITTAL ADB 12/8/2021 — — — — — — - / 1 <C LIJ - N \ Soo O S MENT PERDOC NO. Fr i� < < I LI\ C � _7 L - L - C� l LIJ \ - J LIJ \ \ \ 1 0 ISO OUTLOT A \ I� \ 1 0 0 \ /1 I I T I /1 T U U I L_\J I A /—\ \ \ \ I N A/1N ITI/fir_ - I /1 \ N I r_-: : /`r_ -N ITr_-I=) r_-i\I ITI I �\ r\ F] \ \ 50.00' EXISTING EASEMENT PER \ 0 \\ \ DOC. NO. 587953 \ v \ \ 12.00' EXISTING DRAINAGE AND UTILITY EASEMENT ?_0\ \ \ \ \ ALSO \ \ \ 12.00' SIDEWALK EASEMENT PER DOC. NO. 1015455 \ \ N89°59'31 "E Engineer /Surveyor \ \ \ ZONING R-3 G—Cubed Inc \ \ \ ZONING 14070 Hwy 52 SE \ \ \ Chatfield, MN 55923 \ \ \ 507-867-1666 LEGEND \ \ \ Applicant/Developer ❑ SPIKE SET \ \ \ Baldur Real Estate, LLC IRON PIPE WITH PLASTIC CAP \ \ \ 19356 Meadowridge Trail North 0 STAMPED LS 21940 SET \ \ \ Marine on St.Croix, MN 55047 \ \ \ 651-245-7222 • FOUND MONUMENT Fee Owner L COMPUTED POINT \ \ \ Ocello, LLC \ \ \ 4065 Chelsea Eoa West M5536255362790 \ \ \ t' II 55362 on iMN ce o, 612-867-8480 REVISED BY DATE CITY OF MONTICELLO WRIGHT COUNTY SUBMITTAL MRW 6/7/2021 SUBMITTAL MRW 6/16/2021 RESUBMITTAL ADB 9/13/2021 RESUBMITTAL ADB 12/8/2021 BENCHMARK: TOP NUT HYDRANT ON SCHOOL BOULEVARD 300' WEST OF THE INTERSECTION WITH EDMONSON AVENUE NE, ELEV:965.13 <C 77.1 -- e 50 , 50 30 30ON 2 MONTICELLO BUSINESS CENTER EIGHTH PRELIMINARY PLAT SHEET I OF 2 SHEETS ZONING I O LIJ <C LIJ - Fr i� < < LI\ C � _7 L - L - C� l LIJ \ - J LIJ 50 , 50 30 30ON 2 MONTICELLO BUSINESS CENTER EIGHTH PRELIMINARY PLAT SHEET I OF 2 SHEETS BACHMAN"S-. Beautiful ideas. Real value. Minneapolis -6010 Lyndale Ave. S., Maplewood -2600 White Bear Ave. N., Apple Valley -7955150th St. W., Plymouth -10050 6th Ave. N., Eden Prairie- 770 Prairie Center Dr., Fridley -8200 University Ave. NE. r Apollo Sugar Maple Acer saccharum 'Barrett Cole' Height: 25 feet Spread: 10 feet Sunlight: Q Hardiness Zone: 4 Other Names: Hard Maple, Rock Maple Description: Compact columnar growth habit, extraordinary fall colors ranging from gold to burnt orange; shapely and neat, a fine specimen tree for the smaller landscape; adaptable to soils, but dislikes air pollution and compaction; leaves are resistant to scorch Ornamental Features: Apollo Sugar Maple has forest green foliage throughout the season. The lobed leaves turn an outstanding gold in the fall. Neither the flowers nor the fruit are ornamentally significant. The furrowed gray bark is not particularly outstanding. Landscape Attributes: Apollo Sugar Maple is a dense deciduous tree with a narrowly upright and columnar growth habit. Its average texture blends into the landscape, but can be balanced by one or two finer or coarser trees or shrubs for an effective composition. This is a relatively low maintenance tree, and should only be pruned in summer after the leaves have fully developed, as it may 'bleed' sap if pruned in late winter or early spring. It has no significant negative characteristics. Apollo Sugar Maple is recommended for the following landscape applications; - Vertical Accent - Hedges/Screening - Shade - Accent Plant Characteristics: Acer saccharum Apollo' Photo courtesy of NetPS Plant Finder Acer saccharum Apollo' foliage Photo courtesy of NetPS Plant Finder Apollo Sugar Maple will grow to be about 25 feet tall at maturity, with a spread of 10 feet. It has a low canopy with a typical clearance of 4 feet from the ground, and should not be planted underneath power lines. It grows at a slow rate, and under ideal conditions can be expected to live to a ripe old age of 100 years or more; think of this as a heritage tree for future generations! BACHMAN"S-,M Beautiful ideas. Real value. Minneapolis -6010 Lyndale Ave. S., Maplewood -2600 White Bear Ave. N., Apple Valley -7955150th St. W., Plymouth -10050 6th Ave. N., Eden Prairie- 770 Prairie Center Dr., Fridley -8200 University Ave. NE. This tree should only be grown in full sunlight. It prefers to grow in average to moist conditions, and shouldn't be allowed to dry out. It is not particular as to soil pH, but grows best in rich soils. It is somewhat tolerant of urban pollution. This is a selection of a native North American species. BACHMAN"S,,, Find Your Selections and More! Swamp White Oak Quercus bicolor Height: 60 feet Spread: 60 feet Sunlight: p Hardiness Zone: 3 Description: A large and imposing shade tree with an upright spreading habit of growth, best in larger landscapes and parks; extremely tough and adaptable to wet conditions but not tolerant of alkaline soils, rather slow growing; acorns attract squirrels Ornamental Features Swamp White Oak has dark green foliage which emerges grayish green in spring. The glossy lobed leaves turn coppery -bronze in fall. Neither the flowers nor the fruit are ornamentally significant. However, the fruit can be messy in the landscape and may require occasional clean-up. Landscape Attributes Swamp White Oak is a dense deciduous tree with a more or less rounded form. Its average texture blends into the landscape, but can be balanced by one or two finer or coarser trees or shrubs for an effective composition. This tree will require occasional maintenance and upkeep, and is best pruned in late winter once the threat of extreme cold has passed. It is a good choice for attracting squirrels to your yard. Gardeners should be aware of the following characteristic(s) that may warrant special consideration; - Messy Swamp White Oak is recommended for the following landscape applications; - Shade Swamp White Oak Photo courtesy of NetPS Plant Finder Swamp White Oak in fall Photo courtesy of NetPS Plant Finder Minneapolis, 6010 Lyndale Ave. S. I Maplewood, 2600 White Bear Ave. N. I Apple Valley, 7955150th St. W. Plymouth, 10050 6th Ave. N. I Eden Prairie, 770 Prairie Center Dr. I Fridley, 8200 University Ave. NE. Bachmans.com Bachmaes- Growing Since 1885 Crimson Spire Oak Quercus 'Crimson Spire' Height: 50 feet Spread: 15 feet Sunlight: p Hardiness Zone: 4 Description: An extremely beautiful tall tree with a narrowly columnar habit of growth and deep red fall color, ideal for formal screening in the home landscape, a far better choice than Lombardy Poplar; extremely tough and adaptable, faster growing than other oaks Ornamental Features Crimson Spire Oak has dark green foliage throughout the season. The lobed leaves turn an outstanding brick red in the fall. Neither the flowers nor the fruit are ornamentally significant. However, the fruit can be messy in the landscape and may require occasional clean-up. Landscape Attributes Crimson Spire Oak is a dense deciduous tree with a strong central leader and a narrowly upright and columnar growth habit. Its average texture blends into the landscape, but can be balanced by one or two finer or coarser trees or shrubs for an effective composition. This tree will require occasional maintenance and upkeep, and usually looks its best without pruning, although it will tolerate pruning. It is a good choice for attracting squirrels to your yard. Gardeners should be aware of the following characteristic(s) that may warrant special consideration; - Messy Crimson Spire Oak is recommended for the following landscape applications; - Vertical Accent - Hedges/Screening Crimson Spire Oak Photo courtesy of NetPS Plant Finder Crimson Spire Oak in fall Photo courtesy of NetPS Plant Finder Minneapolis, 6010 Lyndale Ave. S. I Maplewood, 2600 White Bear Ave. N. I Apple Valley, 7955150th St. W. Plymouth, 10050 6th Ave. N. I Eden Prairie, 770 Prairie Center Dr. I Fridley, 8200 University Ave. NE. Bachmans.com BACHMANS TALENT • INTEGRITY 6010 Lyndale Ave. S Minneapolis, MN 55419 Phone: 612-861-7646 landscaneincluiry@bachmans.com Autumn Radiance Red Maple Acer rubrum Autumn Radiance' Height: 50 feet Spread: 40 feet Sunlight: Q Hardiness Zone: 3 Other Names: Swamp Maple, Scarlet Maple Description: The tree that lights up the landscape with vibrant and consistent red in fall; a great shade tree, but very intolerant of alkaline soils; fall color is not consistently red in the species, so this variety is much preferred Ornamental Attributes: Autumn Radiance Red Maple has green foliage with white undersides throughout the season. The lobed leaves turn an outstanding red in the fall. It features showy red flowers along the branches in early spring before the leaves. It produces red samaras in late spring. The furrowed silver bark and brick red branches add an interesting dimension to the landscape. Landscape Attributes: Acer rubrum 'Autumn Radiance" in fall (Photo courtesy of Bachmans Wholesale) Autumn Radiance Red Maple is a dense deciduous tree with a shapely oval form. Its average texture blends into the landscape, but can be balanced by one or two finer or coarser trees or shrubs for an effective composition. This is a relatively low maintenance tree, and should only be pruned in summer after the leaves have fully developed, as it may'bleed' sap if pruned in late winter or early spring. It is a good choice for attracting bees, butterflies and birds to your yard. It has no significant negative characteristics. Autumn Radiance Red Maple is recommended for the following landscape applications; - Shade - Accent Email or print this page and bring it into one of our stores for availability and pricing information. BACHMANS TALENT • INTEGRITY 6010 Lyndale Ave. S Minneapolis, MN 55419 Phone: 612-861-7646 landscaneincluiry@bachmans.com Plant Characteristics: Autumn Radiance Red Maple will grow to be about 50 feet tall at maturity, with a spread of 40 feet. It has a high canopy with a typical clearance of 7 feet from the ground, and should not be planted underneath power lines. It grows at a medium rate, and under ideal conditions can be expected to live for 80 years or more. This tree should only be grown in full sunlight. It is quite adaptable, prefering to grow in average to wet conditions, and will even tolerate some standing water. It is not particular as to soil type, but has a definite preference for acidic soils, and is subject to chlorosis (yellowing) of the leaves in alkaline soils. It is somewhat tolerant of urban pollution, and will benefit from being planted in a relatively sheltered location. This is a selection of a native North American species. Email or print this page and bring it into one of our stores for availability and pricing information. KNOW ALL PERSONS BY THESE PRESENTS: That Ocello, LLC a Minnesota limited liability company, owner of the following described property: OUTLOT C, MONTICELLO BUSINESS CENTER, according to the recorded plat thereof, on file and of record at the office of the County Recorder, Wright County, Minnesota. Containing 31.54 acres. Has caused the same to be surveyed and platted as MONTICELLO BUSINESS CENTER EIGHTH ADDITION and does hereby dedicate to the public for public use the drainage and utility easements as shown on this plat. In witness whereof said Ocello, LLC a Minnesota limited liability company, has caused these presents to be signed by its proper officer this ____— day of .20. Signed: Ocello, LLC Shawn Weinand, Chief Manager STATE OF MINNESOTA COUNTY OF Wright This instrument was acknowledged before me this _____ day of _________ _____ _ _ 20__ by Shawn Weinand, Chief Manager of Ocello, LLC a Minnesota limited liability company, on behalf of the company. Notary Public, ________ County, Minnesota Printed Name My commission expires: _______________ SURVEYOR'S CERTIFICATE I Geoffrey G Griffin do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this ____ day of __________________- 20 Geoffrey G Griffin, Land Surveyor Minnesota Registration No. 21940 STATE OF MINNESOTA COUNTY OF The foregoing Surveyor's Certificate was acknowledged before me this ____ day of ______________________1 20__, by Geoffrey G Griffin, Minnesota Registration No. 21940 Notary Public, ________ County, Minnesota My commission expires: ______________- Printed Name This plat of MONTICELLO BUSINESS CENTER EIGHT ADDITION was approved by the Planning Commission of the City of Monticello, Minnesota, at a meeting thereof held the _____ day of -----------------> 20__. Chairperson --------------------------- Secretary This plat of MONTICELLO BUSINESS CENTER EIGHT ADDITION was approved and accepted in compliance with Minnesota Statutes, Section 505.03, Subdivision 2 by the City Council of Monticello, Minnesota, at a meeting held the _______ day of 20___. --------------------------- Mayor --------------------------- City Clerk 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 Steven A. Jobe Pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes on the land hereinbefore described on this plat and transfer entered this ______ day of -------------,20--- -- - ___________________________I Wright county Au d i t i or By: --------------- Deputy Persuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable to the year 20____— on the land herinbefore described have been paid this ________ day of — — — — — — — — — — 20 ------- Wright County Treasurer By: --------------------- Deputy I hereby certify that this plat of MONTICELLO BUSINESS CENTER EIGHTH was filed in the Office of the County Recorder for public record on this ____day of _________________1 20____, at ____o'clock __.M., and was duly recorded in Cabinet No._______, Sleeve _____ as Document No. -- Tanya West, Wright County Recorder "COPY" MONTICELLO BUSINESS CENTER EIGHTH ADDITION VICINITY MAP (NOT TO SCALE) F- F-\ n I-� TI-�r-r_-T A nnlTlnN NW 1 /4 NE 1 /4 Ny SITE Faww qSC '0Z BLS Q S E 1/ 4 SW 1/4 r_YJ SW 1/4 OF SPC. 14, TWP. 121N, RGE . 25W WRIGHT COUNTY, MINNESOTA LEGEND 1/2 INCH IRON PIPE WITH PLASTIC CAP O STAMPED LS 21940 SET FOUND MONUMENTS ARE 1/2 INCH IRON PIPES UNLESS OTHERWISE NOTED D.E. DRAINAGE EASEMENT U.E. UTILITY EASEMENT - — — — - EASEMENT LINE UNDERLYING PLAT LINE SECTION LINE CENTERLINE S89°14'00"W 1726.87 /� 1 1-71 /1 T \� v I L _ \� I 1 / n r_- N I r_- n/� I r_- I NI I I \7U L_U L_I V L_/-\\7 L_L_ L_I V L1J 11J�12 //) �] `� IL h + - LIJ T LIJ � � - Lu' 1 2 S89°14'00"W 50.00 / L — 29 =� i _ — 2=1 2I- -r 1 LIJ I ITI /1T /\ \ Js� \\ \ L/IJ I L _ \J 1 \� \ 6' \ \ (,') \ D° 54.11 1 V I \-/ I N I I \� L_ L_ L_ U \\ 9 \ SS e \ \ EXISTING EASEMENT PER DOC. N0. 587953 L1J / EXISTING 12.00 DRAINAGE AND UTILITY EASEMENT 0 ALSO p\ 6�9 8 ` 12.00 SIDEWALK EASEMENT PER DOC. NO. 1015455 '` _ 1 e, :2 2 \/r C--66 S>>o3„ N89°59'31"E 477.41 0� o �vl i��'L. i , 6 4g I /�� /\v UInVIn� n1 ITI AN L)IF\/ - v UIVIIV 5050 \It F- I SI r -n [)n A^ r \ I L_L_/n\" TI Ili ) n n ren TI r L I 1 r 1 \ L) -\ L-/ L.) \I \J 1 v ALL BEARINGS ARE BASED ON THE NORTH LINE OUTLOT�-) L2I �C, MONTICELLOW BUSINESS CENTER, WHICH IS ASSUMED \� �, \ ,-,r\ , \ Ll -r 6 �\ v \ TO BEAR S89°14 00 W/N89°14 00 E. �� r,v" �\ C'\ f\\ / DRAINAGE EASEMENT DEFINED C-) 14 �\ ,� 23 AN UNOBSTRUCTED EASEMENT FOR THE OPERATION/� �\\i \;, I J\ �/�\ / r, \ AND MAINTENANCE OF ALL WATERWAYS, BOTH SURFACE-\� \ AND UNDERGROUND RUNNING OVER, UNDER AND / ACROSS SAID EASEMENT. UTILITY EASEMENT DEFINED AN UNOBSTRUCTED EASEMENT FOR THE CONSTRUCTION AND MAINTENANCE OF ALL NECESSARY UNDERGROUND OR SURFACE PUBLIC UTILITIES INCLUDING THE RIGHT TO CONDUCT DRAINAGE AND TRIMMING ON SAID EASEMENT. GRAPHIC SCALE 100 0 50 100 200 ( SCALE IN FEET) SHEET 1 OF 1 r_YJ I 1J / \ ) J I LIIJ / / L — 29 =� i _ — 2=1 2I- -r 1 LIJ I ITI /1T /\ \ Js� \\ \ L/IJ I L _ \J 1 \� \ 6' \ \ (,') \ D° 54.11 1 V I \-/ I N I I \� L_ L_ L_ U \\ 9 \ SS e \ \ EXISTING EASEMENT PER DOC. N0. 587953 L1J / EXISTING 12.00 DRAINAGE AND UTILITY EASEMENT 0 ALSO p\ 6�9 8 ` 12.00 SIDEWALK EASEMENT PER DOC. NO. 1015455 '` _ 1 e, :2 2 \/r C--66 S>>o3„ N89°59'31"E 477.41 0� o �vl i��'L. i , 6 4g I /�� /\v UInVIn� n1 ITI AN L)IF\/ - v UIVIIV 5050 \It F- I SI r -n [)n A^ r \ I L_L_/n\" TI Ili ) n n ren TI r L I 1 r 1 \ L) -\ L-/ L.) \I \J 1 v ALL BEARINGS ARE BASED ON THE NORTH LINE OUTLOT�-) L2I �C, MONTICELLOW BUSINESS CENTER, WHICH IS ASSUMED \� �, \ ,-,r\ , \ Ll -r 6 �\ v \ TO BEAR S89°14 00 W/N89°14 00 E. �� r,v" �\ C'\ f\\ / DRAINAGE EASEMENT DEFINED C-) 14 �\ ,� 23 AN UNOBSTRUCTED EASEMENT FOR THE OPERATION/� �\\i \;, I J\ �/�\ / r, \ AND MAINTENANCE OF ALL WATERWAYS, BOTH SURFACE-\� \ AND UNDERGROUND RUNNING OVER, UNDER AND / ACROSS SAID EASEMENT. UTILITY EASEMENT DEFINED AN UNOBSTRUCTED EASEMENT FOR THE CONSTRUCTION AND MAINTENANCE OF ALL NECESSARY UNDERGROUND OR SURFACE PUBLIC UTILITIES INCLUDING THE RIGHT TO CONDUCT DRAINAGE AND TRIMMING ON SAID EASEMENT. GRAPHIC SCALE 100 0 50 100 200 ( SCALE IN FEET) SHEET 1 OF 1 347.10— \ — J — -966 FIELD EDGE +9 .00� 965.00 965.0 J \ \ \ 75.00' EASEMENT \ \ \ \ \ PER DOC. NO. 893122 LOT 1 BLOCK 1 \ \ \ \ \ \ \ 75.00' EASEMENT ~ JI \ \ \ PER DOC. NO. 587953 _ O M \ \\ 8\ \\\\ C6 I \ 11 T 75.00' EASEMENT \ \ \ A \ \ \ \ \ -+966 00 Q PER DOC. N0. 893122 \ \ ! p p\\\\ 3 \ jz O •965-00 !� ENT PER DOC. NO 587953\0C' /_ 1 9 +966.00 \�> OUTLOT A v { y v�v 1 16 \ \\ �p \ \ 0 VA \ / 0 \ 7. p +963. 7 \ \ \ 0 L,\� 0�VA \ \ 0 L _� s• — �+ 50.00' EXISTING EASEMENT PER \ �/ \ \ C '�j0 �9 DOG. NO. 587953 962.00 A \0O I 16" \ \ \ \ \ LEGEND d� w WATER HYDRANT & GATE VALVE 1 O OO SANITARY MANHOLE l I STORM MANHOLE & CATCHBASIN ®� SIGNS --i— e GAS VALVE O COMMUNICATIONS BOX TREE — ^iNl nnVl I Tri `v� VVL C I V — MAJOR CONTOUR MH 13-2 - MINOR CONTOUR I HEREBY CERTIFY THAT THIS PLAN, wM WATERMAIN SAN SANITARY SEWER CITY OF MONTICELLO STORM STORM SEWER SUBMITTAL MRW 6/16/2021 TEL UNDERGROUND COMMUNICATIONS LINE GAS GAS LINE wAr WATER SERVICE TLE TILE — DRAIN TILE / SUBDRAIN n U I SURVEYING PROPSED MAJOR CONTOUR 1�TT, EXISTING PROPOSED MINOR CONTOUR 1�1V1 ----- EASEMENT LINE 0000000 RETAINING WALL MARK R WELCH BUFFERYARD LINE 14070 Hwy 52 S.E. Ph. 507-567-1666 Fax 507-867-1665 BITUMINOUS SURFACING BENCHMARK: CONCRETE SURFACING SHEET 1 AGGREGATE SURFACING FILE 1 20-408 BASE.DWG Chatfield, MIN 55923 -999A. BUILDING OF 1 SHEETS BOULDER OR BIG BLOCK TRANSITION GARDEN PROPOSED BITUMINOUS SURFACING PROPOSED CONCRETE SURFACING 111 C SILT FENCE (PER ROCH. STD. PLATE 7-01) GL GRADING LIMITS X 1060.01 EXISTING SPOT ELEVATION INLET BARRIER (PER ROCH. STD. PLATE 7-05) PROPOSED EROSION CONTROL BLANKET ® (PER MNDOT 3885.1 CAT. 3) ROCK CONSTRUCTION ENTRANCE (PER ROCH. STD. PLATE 7-06) RIP RAP (PER MNDOT 3133D) 16" \ \ \ \ \ \ l 12.00' EXISTING DRAINAGE AND UTILITY EASEMENT d� w 1 O \ \ \ \ 6 \ \ _ 1 2 R, yI r 12.00' SIDEWALK -EASEMENT PER DOC. NO 10015 PVC l I (M FEET) \ \ --i— e I8 GRAPHIC SCALE C S 6''6\ \ \�11E 14 TAQVI so 0 W 90 ISO 84 \ \ — ^iNl nnVl I Tri `v� VVL C I V SAN MH 13-2 (M FEET) \ \ I M=80 FT \ \ I HEREBY CERTIFY THAT THIS PLAN, DATE: 3/5/2 21 Prepared For: REVISED BY DATE CITY OF MONTICELLO MONTICELLO MEADOW TOWNHOMES SUBMITTAL MRW 6/16/2021 SPECIFICATION, Olt REPORT WAS PREPARED BY ME UNDER MY DIRECT SUPERMSION P ENGINEERING DESIGNED MRW AND THAT I AM A DULY LICENSED PROFESSION ENGINEER UNDER THE LAWS OF SI Monticello Mdw. Twhl LL I\(\�`/�=F, (\I\�`/', o o �� SURVEYING DRAWN TML WRIGHT COUNTY EXISTING CONDITIONS MAP OF THE STATE oP MINNESOTA. 19356 MEADOWRIDGE TRAIL N PLANNING MARK R WELCH MARINE ON ST. CROIX, MN 55047 14070 Hwy 52 S.E. Ph. 507-567-1666 Fax 507-867-1665 CHECKED RM BENCHMARK: SHEET 1 DATE REG. No. 42736 FILE 1 20-408 BASE.DWG Chatfield, MIN 55923 -999A. OF 1 SHEETS POWER & COMMUNICATION LEGEND Q 120V DUPLEX OUTLET 1p 120V QUAD OUTLET Q 240 VOLT RECEPTACLE o DATA/COMMUNICATIONS OUTLET v TELEPHONE OUTLET d7 TELEVISION OUTLET CADWELD GROUND DATA/TV COMBO OUTLET ® FLOOR OUTLET ❑J JUNCTION BOX O o O PUSHBUTTON STATION E❑ EMERGENCY E -STOP FOR GRILL OR FIREPIT TC TIME CLOCK ❑T TIMER FOR GRILL OR FIREPIT BC BELOW COUNTER OUTLET AC ABOVE COUNTER OUTLET ® MOTOR CONNECTION ELECTRICAL DISCONNECT ELECTRICAL STARTER DISCONNECT ELECTRICAL CONNECTION W/NON-FUSED DISCONNECT ELECTRICAL CONNECTION W/WEATHER PROOF Wp DISCONNECT3 PANELBOARD THERMOSTAT MOUNTED AT 48" A.F.F. co SMOKE/CO ALARM SMOKE ALARM NO2 NITROGEN DIOXIDE DETECTOR CO2 CARBON MONOXIDE DETECTOR GFI GROUND FAULT CIRCUIT INTERRUPTER WP/GFI WEATHER PROOF COVER WITH GROUND FAULT CIRCUIT INTERRUPTER I LIGHTING LEGEND I U�'l RECESSED 2x4 FIXTURE Pl RECESSED 2x2 FIXTURE 0 INDICATES NIGHTLIGHT FIXTURE ® INDICATES EMERGENCY FIXTURE ® INDICATES EMERGENCY/NIGHTLIGHT FIXTURE SURFACE MOUNT 1x4 FIXTURE D HIGH BAY 2x4 FIXTURE SURFACE WALL MOUNTED FIXTURE SURFACE CEILING MOUNT FIXTURE 0 RECESSED DOWNLIGHT OR DISC FIXTURE Q SURFACE WALL MOUNTED FIXTURE SURFACE MOUNTED FIXTURE SURFACE MOUNTED PENDANT FIXTURE 0=0 OUTSIDE POLE -MOUNT LIGHT FIXTURE Q EXTERIOR GROUND MOUNTED LIGHT FIXTURE EMERGENCY LIGHTING FIXTURE LED EXIT SIGN -SHADED AREA INDICATES ILLUMINATED FACE LED EXIT/EMERGENCY SIGN -SHADED AREA INDICATES ILLUMINATED FACE EXTERIOR EMERGENCY EGRESS LIGHT SINGLE POLE SWITCH $2 2 -POLE SWITCH $3 3 -WAY SWITCH $4 4 -WAY SWITCH FOS 11 WALL MOUNTED SINGLE LEVEL OCCUPANCY SENSOR - SEE SCHEDULE WALL MOUNTED DUAL LEVEL OCCUPANCY SENSOR - OS SEE SHEDULE OS CEILING MOUNTED OCCUPANCY SENSOR - SEE SCHEDULE NL INDICATES FIXTURE TO REMAIN ON FOR SECURITY PURPOSES a,b INDICATES LIGHT FIXTURE SWITCH -LEGS P -X INDICATES PANEL AND CIRCUIT NUMBER 1 INDICATES LIGHT FIXTURE TYPE EX INDICATES EXISTING FIXTURE RL INDICATES RELOCATED FIXTURE TC INDICATES FIXTURE CONTROLLED BY TIMECLOCK EM INDICATES FIXTURE ON EMERGENCY OR STANDBY POWER ANCHOR BOLTS WITH SITE NOTES LOCK WASHERS PER THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND MFGR'S SPEC'S. EQUIPMENT NECESSARY FOR A COMPLETE AND FUNCTIONAL 1"- 45' CHAMFER ELECTRICAL SYSTEM. it �il� u II II II IIII II II II II II 30" CADWELD GROUND AND LOCAL GOVERNING BODIES HAVING JURISDICTION. CONNECTIONS- li lill it 5/8"X10' COPPER CLAD DRIVEN GROUND ROD AT EACH BASE. BOND TO REBAR, CONDUIT, AND II Iju1 ;L ANCHOR BOLTS WITH MIN. 1#8 II if BONDING JUMPER.JL II II u II u r ='T 6„ u u u C14- KEEP VKEEP REBAR 3" FROM EDGE OF FORM PROVIDE 4#6 REBAR VERTICAL, #3 REBAR HORIZONTAL AT 16" O.C. #4 VERTICAL REBAR (4 REQ'D)� CONDUIT -KEEP CONDUIT WITHIN 6" DIA. 3/4" CONDUIT STUB FOR GROUNDING WIRE �- ' MIN. 24" ' AS REQ'D VERIFY FIXTURE BASE SIZE =23" GRADE STUB OUT 6" FROM EDGE OF BASE -ANCHOR BOLTS PARALLEL TO SIDEWALK OR PAVEMENT -CONDUIT PITCH TO DRAIN -BOLT CIRCLE-VERIFIY WITH ACTUAL POLE DIMENSIONS 1'-2" #4 STEEL REBAR DIA. AT 16" O.C. �qp NOTE: 1.) USE MFGR'S DIMENSIONS FOR EXACT ANCHOR BOLT AND COVER PLACEMENT. 2.)INSTALL INLINE FUSES IN EACH UNGROUNDED CONDUCTOR WITHIN POLE BASE HAND HOLE. 3.)TROWEL FINISH EXPOSED PORTION OF BASE TO REMOVE/COVER FORM MARKS. 2 POLE BASE DETAIL E1.1 NOT TO SCALE LIGHTING FIXTURE SCHEDULE SITE NOTES 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND DESCRIPTION EQUIPMENT NECESSARY FOR A COMPLETE AND FUNCTIONAL AA ELECTRICAL SYSTEM. 2. MATERIALS AND INSTALLATION SHALL COMPLY WITH CODES, UTILITY HUBBELL REQUIREMENTS, LAWS AND ORDINANCES OF FEDERAL, STATE, OSHA LED AND LOCAL GOVERNING BODIES HAVING JURISDICTION. 3. THE CONTRACTOR SHALL COMPLY WITH ALL CODES AND STANDARDS CC APPLICABLE TO THIS PROJECT THAT ARE LISTED BUT NOT LIMITED 15 TO: NEC, NFPA, NEMA, ANSI, IES, IEEE, NFPA LIFE SAFETY 101, DD ASHRAE 90.1, IECC ENERGY CODE AND IBC BUILDING CODE. 4. PRIOR TO ANY DIGGING, TRENCHING, ETC. CONTACT ALL LOCAL RAB UTILITY COMPANIES AND MUNICIPALITIES AND CONFIRM EXACT LED LOCATIONS OF ALL EXISTING UTILITIES. 5. MATERIALS AND EQUIPMENT SHALL BE LISTED AND/OR LABELED BY FF UL OR ANOTHER NATIONALLY RECOGNIZED TESTING LABORATORY. 6. ALL MATERIAL, EQUIPMENT, WIRING DEVICES, ETC SHALL BE NEW, RAB UNLESS SPECIFICALLY NOTED AS EXISTING TO BE REUSED. 7. ALL MATERIALS AND EQUIPMENT SHALL BE STORED, HANDLED, ERECTED, INSTALLED, CONNECTED, CLEANED, ADJUSTED, TESTED, w CONDITIONED AND PLACED IN SERVICE IN ACCORDANCE WITH THE coma MANUFACTURERS DIRECTIONS AND RECOMMENDATIONS. 8. COORDINATE THE UTILITY COMPANY SERVICE FEEDS AND J INSTALLATION. 9. ALL POLE FIXTURES TO BE LOCATED 4' AWAY FROM EDGE OF CURB. 10. ALL EXTERIOR LIGHT FIXTURES TO BE CONNECTED TO A COMMON L� EQUIPMENT GROUND. USE #8, TYPE THWN. 11. ALL CIRCUIT TO BE PLACED IN 1" CONDUITS UNLESS OTHERWISE O NOTED. CIRCUIT TO USE COPPER WIRE, TYPE THWN. 12. THE CONTROLLING LIGHTING CONTACTORS SHALL BE MOUNTED INSIDE THE BUILDING WITH TIME -CLOCK CONTROL & REMOTE PHOTOCELLS LOCATED ON THE EXTERIOR SIDE OF THE BUILDING WALL. INSTALL PHOTOCELLS AT LOCATIONS WHERE BUILDING OR OTHER � OBSTRUCTIONS WILL NOT INTERFERE WITH THEIR PROPER OPERATION. Q FINAL BRANCH CIRCUIT SUPPLY CONNECTIONS WILL BE PROVIDED BY W THE BUILDING ELECTRICAL CONTRACTORS. 13. MIN. BURIAL DEPTH FOR THE LIGHTING CIRCUIT SHALL BE 24". A 0 SLIGHT DECREASE IN DEPTH IS ALLOWED WITHIN 10' OF THE POLES. 14. VERIFY CONSTRUCTION AREAS ON OTHER SITE PLANS FOR POTENTIAL OBSTACLES AND CONSTRUCTION LIMITS. ELECTRIC GENERAL NOTES 1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH NATIONAL, STATE AND LOCAL ELECTRICAL CODES. 2. ENERGY CODE WILL BE IN ACCORDANCE WITH ASHRAE 90.1 2010. 3. COORDINATE WORK WITH ALL OTHER TRADES. 4. EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 5. ALL WIRING SHALL BE INSTALLED IN APPROVED RACEWAYS. 6. ALL EQUIPMENT GROUNDING CONDUCTORS SHALL BE INSTALLED AT ALL LOCATIONS. 7. ALL MEASUREMENTS TO TOP OF BOX. RECEPTACLES SHALL BE 20" A.F.F. SWITCHES SHALL BE 48" A.F.F. 8. GFI PROTECT ALL RECEPTACLES WITHIN 6' OF EVERY SINK. 9. DRAWINGS ONLY REPRESENT AN APPROXIMATE LOCATION OF ALL RECEPTACLES, SWITCHES, LIGHTS, TV/DATA JACKS, ELECTRICAL EQUIPMENT, ETC. FINAL LOCATIONS WILL BE DETERMINED IN THE FIELD AND MAY VARY FROM DRAWINGS DUE TO UNFORESEEN CIRCUMSTANCES. 10. PROVIDE GFCI PROTECTION FOR ALL AREAS LISTED UNDER NEC 210.8. 11. PROVIDE TAMPER RESISTANT RECEPTACLES IN ALL AREAS LISTED UNDER NEC 406.12. LIGHTING FIXTURE SCHEDULE TYPE LAMPS WATTAGE DESCRIPTION NOTES AA LED 20 SMALL EXTERIOR WALL PACK HUBBELL BB LED 30 MEDIUM EXTERIOR WALL PACK HUBBELL - CC LED 15 EXTERIOR RECESSED DOWNLIGHT DD LED 78 POLE MOUNT FIXTURE, TYPE II OPTICS, 12' POLE RAB EE LED 78 POLE MOUNT FIXTURE, TYPE III OPTICS, 12' POLE RAB FF LED 78 POLE MOUNT FIXTURE, TYPE IV OPTICS, 12' POLE RAB NOTES: 1 ELECTRICAL SITE PLAN o 20' 40' so' El.l SCALE: 1" = 40'-0" O X 966.(' x x� )65.� )65.�_ )64.� Monosson Y Q r- I ro uLc) ,J z o Ui F 0 oop r V m Cly D P4 M cn CO N ooh MN u I (Do m m o w w :2 coma W J J D z Y L� L� z O � U � 2 Q 3: W 0 0 U 0 0 ft� � ( W 0 N�. LL 0= z W Q U D Q W 0 a_ !�_n Q V J W cn 0 0 Z Q LdW U Q �o Z 0U � � w 0 - �z v U C) 0 Z w J o O :2 :2 W W � w SHEET N0. a E1.1 rn r- I ro uLc) ,J z C 'b Ui F 0 oop Q V m Cly D P4 Q� cn CO N ooh MN u I (Do Ln I mCOku I LQ Qo C12 CQ o �INI coma D Io C) O X -_cQ Luz -a- LL. ( W 0 N�. LL 0= z W Q U D Q W 0 a_ !�_n Q V J W cn 0 0 Z Q LdW U Q �o Z 0U � � w 0 - �z v U C) 0 Z w J o O :2 :2 W W � w SHEET N0. a E1.1 F -i o U�1J 11 U'D I C 'b as C'22 cn x F V O P4 Wcn vn C12 CQ - �� v � F w U, O � U ( W 0 N�. LL 0= z W Q U D Q W 0 a_ !�_n Q V J W cn 0 0 Z Q LdW U Q �o Z 0U � � w 0 - �z v U C) 0 Z w J o O :2 :2 W W � w SHEET N0. a E1.1 0 ' L_____ SIGNAGEELEVATION ORIGINAL SCALE: 1/2"=1'-0" MONTICELLO LAKES LUXURY APARTMENT HOMES 14'-2" CAST STONE CAP MASONRY /STONE BASE AND END COLUMNS SIGNAGE WITH TOP BAND FROST FOOTING BASE 0' 1' 2' 2'-0" L 7_0" SIGNAGE PLAN ORIGINAL SCALE: 1/2"=1'-0" 10' x 2' HIGH BOX 0 N I I I I I I I I I I I I I I I I I I I I I I I I SECTION 4' 2 ORIGINAL SCALE: 112"=1'-0"0' 1' 2' 4' 0' 1' 2' 4' ENGINEERING _Cubed SURVEYING PLANNING December 6, 2021 City of Monticello Attn: Matt Leonard 505 Walnut Street, Suite 1 Monticello, MN 55362 RE: Monticello Lake Apartments — Preliminary Plat, PUD, & Plan Review comments dated October 26, 2021. Dear Mr. Leonard, We have received your plan review comments for Monticello Lake Apartments and made modifications as requested. Below are written responses in the format of your review comments. General & Preliminary Plat Comments 1. — Noted 2. — Noted 3. — We are currently working with Great River Energy on an Encroachment Application. 4. a. — Drainage & Utility Easements are depicted on the Final Plat. b. — Existing Conditions & Utilities that will be impacted by the project can be found with notes/details about removal/demolition can be found in the construction plans. c. — City Standard Detail plates can be found in the construction plans. d. — Erosion control and SWPPP details can be found in the grading plan. Site Plan ( Utility Set — Sheets 3 — 8) Comments 5. — Noted 6. — A connection from the project site heading east to the north side of Farmstead Drive is shown on the plans. 7. — In locations where there is not a thickened edge sidewalk ribbon curb will border the perimeter of the parking lot and access drives. 8. — All improvements to Edmonson Drive are per the standards provided to us in an email dated March 18th, 2021 from the project engineer, Ryan Melhouse. Utility Plans (Utility Set — Sheets 3-8) Comments 9. — Noted 10. — MDH & MPCA applications have been completed and submitted awaiting permit approval. 11. a — c. The notes have been added to Sheet 2 of the construction plans. 12. — Turning movement radius's have been labeled on the construction plan sheets. 13. — Noted. 14. a - i. All notes and requested items are incorporated into the final plan submittal. 14070 Highway 52 Southeast, Chatfield, Minnesota 55923 Phone 507-867-1666 ♦ Fax 507-867-1665 ♦ www.ggg.to Grading, Erosion Control, & SWPPP (Grading Set - Sheets 1- 4) Comments 15. - An NPDES permit will be applied for before any grading and utility work will take place. 16. - A SWPPP has been created and included as part of this submittal packet. 17. - Noted 18. - The maximum slopes depicted on the grading plans are 4:1 slopes. Additional slope labels and drainage arrows have been added to the plans to better represent grading aspects of the project. 19. - All storm structures outside of public right of way are easily accessible from the parking lot and driving aisles of the proposed project. 20. - Grading of the trail system onsite has been adjusted to accurately show ADA compliant sidewalks. 21. - Thickened edge sidewalks direct all runoff from the parking lot to catchbasins that outlet to the future regional pond. The only areas draining to the pool are the small grassy area north and west of the pool. Storm Sewer & Stormwater Management Comments 22. - Noted 23. - Noted 24. - Our lowest floor elevations for the two apartment buildings is the basement parking set at an elevation of 962.00. This provides an additional 4' of elevation difference from the proposed freeboard elevation of 958.0. 25. - Noted 26. - Pretreatment on site will mostly consist of filter strips. 27. - Completed 28. - Completed 29. - All storm BMP's outside of public right of way are easily accessible from the parking lot and driving aisles of the proposed project. 30. - Noted 31. - Noted 32. - Noted 33. - Noted 34. - Where ribbon curb is not utilized along filter strips to provide pretreatment, thickened edge sidewalks direct impervious surfacing runoff to catchbasins within the site that outlet to Chelsea Pond. 35. - Noted 36. - Noted 37. - Noted 38. - The infiltration basins previously depicted on the grading plans have been removed from the plans. Upon realization only pretreatment is needed, they are not required. 39. - Noted 40. - Noted 41. - Completed 42. - Noted Traffic & Access Comments 43. - Noted 44. - The site access drive entrance has been increased from 30' to 38' to match that of Farmstead Drive directly across Edmonson Ave. 45. - Noted G -Cubed Inc., 14070 Highway 52 Southeast, Chatfield, Minnesota 55923 Phone 507-867-1666 ♦ Fax 507-867-1665 ♦ www.ggg.to 46. — Noted Wetland & Environmental Comments 47. — Noted 48. — Noted Below are Jeff Weber's response to the landscape plan revisions: Design Statement interpretation: Specifically the MN Southern Prairie Biome does NOT historically have any trees, and is located in the southern 1/3 of MN ... not extending up to Monticello. The Monticello plan calls for a "Oak Savanna" Biome ... which does not exist in any official classification in MN. However, the Oak Savanna is a classification of plant assocation in historic Priaire areas whereas the tough/thick bark of a specific Oak tree (Burr Oak) tree survived the repeat prairie fires that burned historically in the "Southern Prairie Biome". The "Prairie School" Architectural Theme called for by the City, is a design theme authored by the Architect Frank Llyod Wright, and factually consists of a very simple balanced plant pallette of Evergreen shrubs and trees and then a mixed planting of Prairie grasses and forbs. The comment last made by Steve Grittman, which stressed the decreased use evergreens, is directly contrary to the "Prairie School" Architectural Theme. Landscape Design Revisions 1. I've revised the landscape plan to include clusters of Oaks to forward the City Planning mention of Oak Savannas, in the Prairie berms and sloped areas surrounding the apartments. I have also balanced the use of Evergreen Pine trees in these prairie berm and sloped areas to provide season long evergreen interest (per request from Developer, Mayor and following "Prairie School" Theme). 2. I've revised the Prairie area planting to have naturalized clusters of native Sumac planted in groves to provide greater diversity and "winter structure" to the prairie areas. 3. The City made a comment that I needed to add more varieties of plants to the planning, however, as the approved planning theme is "Southern Prairie Biome", the seeding of these extensive prairie areas on the Berms, slopes and under the power lines, actually consists of 8 types of native grasses and 20 types of native forbs (perennials). Those 28 varieties of plants combined with the 4 tree types, 4 shrub types and 4 types of ornamental grass/perennials create a diverse landscape with 40 different types of plants... well beyond typical diversity in commerical landscape applications. 4. The City commented that I needed to add more shrubs to the planning, as the ornamental grass called for, only lasts for 6 months and offers no "winter interest". This is actually false data, as actually the two types of ornamental grass specifically provide orange/red fall through winter color (as well as grass/forbs in the prairie areas) and therefore offer almost year round structure and interest to the landscape. 5. The City asked to provide a taller planting selection in the entry median... rather than just low growing evergreen Junipers. I new siteplan shows a wider median for the entry, G -Cubed Inc., 14070 Highway 52 Southeast, Chatfield, Minnesota 55923 Phone 507-867-1666 ♦ Fax 507-867-1665 ♦ www.ggg.to which has allowed me to provide a tall grass (which persists through the winter months) and then surrounding balanced use of evergreen Junipers and perennials. Thank you, Mark Welch, PE G -Cubed Inc., 14070 Highway 52 Southeast, Chatfield, Minnesota 55923 Phone 507-867-1666 ♦ Fax 507-867-1665 ♦ www.ggg.to 2 0 U 0 Z w M U) 0 00 0 CO 0 0 a LO Z vi J 0 a a w Z Z 0 CO ILL! F_ w Z w a a Z w X 0 wsb December 8, 2021 Matt Leonard City Engineer/Public Works Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Monticello Lakes Apartments Preliminary Plat, PUD, & Plan Review City Project No. 2021-037 WSB Project No. R-017894-000 Dear Mr. Leonard: We have reviewed the Monticello Lakes Apartments Preliminary Plat, PUD, and site plans dated December 6, 2021. The applicant proposes to two separate 100 -unit apartment buildings on a site with approximately 10.8 acres. 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 & Preliminary Plat 1. A more detailed review of the development plans will be conducted when the applicant submits a complete set of civil plans and a stormwater management report. In -progress with comments below. 2. The City has prepared a Small Area Plan for the Chelsea Commons area improvements that includes a large stormwater ponding area, a network of trails/access, and other improvements adjacent to or within the applicant's property. See additional comments from City staff pertaining to what the expectations are for the applicant relating to these improvements. If the City proceeds with the Chelsea Commons area improvements, grading and other improvements may need to occur within the applicant's property to achieve the City's vision. Provide permanent and/or temporary easements for this proposed work. 3. Grading of the site is proposed within the Great River Energy powerline easement. Provide confirmation from the power company that they have approved the proposed grading and other improvements within the easement. 4. With Final Plat submittals include the following: a. Show and note drainage and utility easements on the final plat document. In - progress, update easements on the plat to be drainage and utility easements. b. An existing conditions/demolition plan that includes the impacts related to the proposed utility connections in Edmonson Avenue and School Boulevard. Label existing utilities pipe sizes and material types and include hatching/notes for K:\017894-000\Admin\Docs\2021-12-06 Submittal\_2021-12-15 LTR Monticello Lakes Apt- WSB Plan Review.docx Monticello Lakes Apartments — WSB Engineering Plan Review December 8, 2021 Page 2 removals of all existing improvements (structures, curb, bituminous, concrete aprons, fences, etc.) proposed to be impacted with the project. Include all applicable City Standard detail plates for water, sanitary sewer, and storm sewer, etc. Provide typical section/detail for stormwater improvements, infiltration basin, and control structures. Include typical street/parking lot pavement section(s). Erosion/sediment control plans and SWPPP sheets. Site Plan (Utility Set — Sheets 3 — 8 5. Streets and utilities shall be designed in accordance with the applicable City Subdivision Ordinances and the City's General Specifications and Standard Details Plates for Street and Utility Construction. 6. The applicant has shown a network of pedestrian patn connections k oncept pi, C.,+. -..-..J +h,-. +,-;I ..1. C,J- .-- A,,--..- ,., +M +_ r- ,I,..,,._ There is an existing pedestrian path located on the north side of Farmstead Drive east of Edmonson Avenue; a connection to Edmondson Avenue on the north side of the site access should be provided. In progress, show existing (approximate) trail locations on the east side of Edmonson. 7. It is not clear on the plan whether concrete curb and gutter is proposed around the perimeter of the parking lot, access drives, and other areas. Provide more detail and notes on future plan submittals. 8. The Chelsea Commons area improvement project proposed by the City includes the widening and reconstruction of Edmonson Avenue to include a center left turn lane. The applicant is proposing to widen Edmonson Avenue, confirm this meets the geometric requirements of this improvement. 9. Currently, a 10 foot wide trail is anticipated along Edmonson, this is being reviewed with the Pointes at Cedar project and overall City vision. 10. All retaining walls over 4 feet are required to be designed by a professional engineer and shall have fence or railing. Utility Plans (Utility Set — Sheets 3 — 8) 11. Streets and utilities shall be designed in accordance with the applicable City Subdivision Ordinances and the City's General Specifications and Standard Details Plates for Street and Utility Construction. 12. With final construction plans, provide confirmation of MDH (watermain) and MPCA (sanitary sewer) plan review and permitting. 13. With final plat submittals add the following notes: a. The City will not be responsible for any additional costs incurred that is associated with variations in the utility as -built elevations. These elevations shall be verified in the field prior to construction. b. The plans shall comply with the requirements in the City General Specifications on the Cover Sheet. Monticello Lakes Apartments — WSB Engineering Plan Review December 8, 2021 Page 3 c. The City specifications require that sanitary sewer and storm sewer require televising. Video files shall be provided to the City for review. 14. The City's building department will review required fire hydrant location(s) and emergency vehicle access/circulation. Fire truck circulation will need to accommodate the City's ladder truck, provide an exhibit showing turning movements. 15. Watermain looping will be required through the site to provide adequate fire flow supply. Additional utility stubs to adjacent properties may also be required to accommodate future looping connections. The applicant has provided preliminary watermain and sanitary sewer plans showing a connection to the existing systems on School Boulevard to the south, Edmonson Boulevard to the east, and an extension north to the northerly property line. The applicant does not need to extend water or sewer main to the northerly property line; the northerly extension from the looping connecti— ^* *"^ --;n driveway entrance can be utilized for building services and/or hvdrants. Initial alignments acceptable, a final review will be conducted with future updates. 16. Sanitary public between MH 4 and MH 5 is currently labeled as private. If it is public confirm with adjacent property owner for sanitary stub location. 17. With final plat submittal, provide the following: a. Provide an overall utility plan sheet. b. Complete water, sanitary sewer, storm sewer profiles. In -progress, a detailed review will be conducted with future submittals. c. Include crossing locations of utilities in profiles. d. Add notes at each pertinent crossing to the effect of "Maintain 18" Separation, Install 4" Rigid Insulation". e. Provide water and sanitary sewer service locations to each lot along with standard elevation information. f. Label all watermain fittings and connections to existing infrastructure. g. Private utility conduit crossings shall be shown for the joint trench. This will be coordinated with the City and private utility companies prior to construction commencing. h. If dewatering is anticipated, provide a dewatering plan. i. Note the material grade of the water and sanitary sewer pipe (CL52, SDR 35, SDR 26, etc). j. Watermain Bury Depth shall be 7.5' minimum, revise profiles and note correct dimension. k. Flared end into lake will need sheet pile as shown on detail plate 4008. I. All public storm pipe shall use RCP. Grading, Erosion Control, & SWPPP (Grading Set – Sheets 1 – 4) 18. 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. 19. A more detailed review of erosion/sediment control plans will be conducted with future submittals (final plat). Provide a SWPPP meeting the requirements on the Minnesota Construction Storm Water General Permit. 20. The City has prepared a Small Area Plan for the Chelsea Commons area improvements that includes a large stormwater ponding area, a network of trails/access, and other Monticello Lakes Apartments — WSB Engineering Plan Review December 8, 2021 Page 4 improvements adjacent to or within the applicant's property. Grading of the proposed site will need to provide more detail meeting the intent of the City's vision and small area plan. 21. Maximum slope grade of 4:1 is allowed per City Design Guidelines. Current plans are showing 6:1 or steeper, but not all slope areas are labeled. Revise grading to meet the 4:1 slope requirement where applicable or provide additional information on site constraints and proposed stabilization measures. In progress, contours near underground parking entrances are currently shown steeper than 3:1, label proposed berm slopes and areas behind the proposed garage to the north. 22. Provide more slope arrows/percent grades for grading along public boulevard areas to verify that there is a minimum of 4% grade from the right of way to back of curb. Vegetated swales shall have a minimum grade of 2.0%. Grades along the boulevard were shown; swale grades will be reviewed with future submittals. 23. Show all storm sewer maintenance access routes for structures outside of public right of way, add a note saying that "maintenance access shall be a minimum of 12 -feet wide with 10% max side slopes" to the grading plan. 24. Additional grading plan comments: a. The grading of the parking areas surrounding the pool and pool house location is being directed towards these buildings/structures. Accommodations to achieve positive drainage away from the building and conveying this to the treatment pond will be needed. b. Review Grading near the entrance of the development. There appears to be a low area in the curb near MH 3 where water will pond. c. Some of the grading is shown offsite, provide confirmation that adjacent property owners have given permission. d. Adjust grading between north property line and detached garage. The Current grades appear to drain directly to back of garage. e. Update parking lot grades near north detached garage currently appears to pond on east side of garage. 25. With future submittals, review the profile grading of the trail to confirm it meets typical ADA standards. Storm Sewer & Stormwater Manaaement 26. Because of the adjacent Chelsea Commons Pond project this project will only be required to meet 50% of water quality credit and abstraction volume onsite. The rest of the water quality will be met within the Chelsea Commons pond. During the interim conditions a temporary infiltration will need to be provided onsite to treat the excess storm water until Chelsea Commons pond is completed. For the permanent condition, consider a bypass piping system so that all excess stormwater can be routed to the future Chelsea Pond and only the absolute minimum meeting the City's treatment requirements is treated onsite. Include updated stormwater narrative and modeling information. 27. Label and include filter strips on plan where applicable; provide typical section/details. Monticello Lakes Apartments — WSB Engineering Plan Review December 8, 2021 Page 5 28. Include abstraction volume onsite for future widening of Edmonson Road and turn lane improvements. Additional impervious area shall be accounted for with this project. Update impervious surface calculation to include all proposed impervious surfaces related to this project. In -progress, include catch basins to capture additional impervious areas along Edmonson south of the proposed driveway. 29. The minimum FIFE for this site is 958.0 based on Chelsea Commons stormwater management analysis. This includes meeting the required freeboard. Please provide final FIFE elevations in relation to the adjacent Chelsea Ponds Complete. 30. Provide modeling information for each individual infiltration bmp with drainage areas to each. Provide boundaries and drainage areas on plan to show drainage. Show time of draw down for each basin. 31. Pretreatment, in the form of ponds, forebays, filter strips, or other approved methods, shall be provided for all infiltration areas. Pretreatment upstream of volume management practices is a key element in the long-term viability of infiltration areas per city design guidelines. 32. At least two feet of vertical separation is required from an area's emergency overflow elevation to the lowest opening of a building. In areas where this separation is not or cannot be provided, additional analysis is required showing that the 100 -year back-to- back storm event does not affect adjacent homes. Complete. 33. Per city design guidelines Two feet of free board is required to adjacent buildings, provide additional information to include adjacent low openings. Complete. 34. Show maintenance routes and access to all stormwater BMP's. Complete. 35. Provide HWL elevations for all stormwater BMP's. 36. Show EOF's for all basins as well as any low points in the development inside and outside of the roadway. 37. Explain interim conditions for stormwater management until large regional pond is created with Chelsea Commons. Modeling should be provided showing all conditions, including interim to show how run off will be handled during all stages of the project. 38. One catch basin on Edmonson road is being provided, look into other locations to extend the storm sewer to catch and direct as much water as possible into the future Chelsea Commons regional pond. There are south of the driveway is an additional location a catch basin should be explored to try and capture more runoff. 39. Look at alternatives to ribbon curb to ensure that water is directed to the storm sewer and available for collection in Chelsea Pond. Complete. 40. Provide actual HydroCAD model in future submittals so we can verify all modeling information was entered correctly. 41. Include detailed profiles on the grading plan of each infiltration area. 42. Provide information on all storm sewer structures and pipes. Narrative references pipe sizing information. Please provide calcs. Monticello Lakes Apartments — WSB Engineering Plan Review December 8, 2021 Page 6 43. Provide additional information on storm sewer and how drainage will be reaching the two infiltration basins. Currently grades show slop away from the North basin towards the building. Provide clear information on how the basins will be receiving water, pre- treatment, and information on outlet structures. 44. The development will need to maintain existing flow rates for the 2 -year, 10 -year, and 100 -yr rainfall events. Provide calculations for rate control for each drainage area leaving the site, including interim conditions before all storage offsite has been built. 45. Refer to the City design guidelines for storm sewer requirements on sizing, slope, and maximum spacing. 46. The new site will need to provide onsite volume control for runoff of 1.1" over the new impervious area, Pre-treatment measures are required prior to discharging to the volume control BMPs. If the volume control requirement is met, the water quality control standard shall be considered satisfied. Complete. 47. An operation and maintenance plan for all stormwater BMPs is required and should be submitted with the stormwater management report for review. 48. Consider adding native seeding in low area around MH S-2 instead of turf grass to assist with filter parking lot runoff. Traffic & Access 49. Based on the proposed site plan the anticipated traffic generation would be 1088 vehicle per day(vpd), 72 AM peak hour trips and 88 PM peak hour trips, assuming 200 apartment units on the site. The traffic generation would increase from the original townhome proposal by 356 daily trips, 26 AM peak hour trips and 32 PM peak hour trips. Complete. 50. The proposed access to the site is located on Edmonson Avenue at Farmstead Drive, approximately 900 ft north of School Boulevard. The existing width of Farmstead Drive is 38 ft. The plan shows a 24 ft width on the proposed Site access road approaching Edmondson Avenue. The width of the access road should be widened from Edmonson _._. - to the first circulation driveway, to match the existing Farmstead Avenue width. Complete. 51. Currently there are no turn lanes provided on Edmonson Avenue at the Farmstead Drive/Site access driveway. As part of the Chelsea Commons area improvement project a Traffic Study was completed with a recommendation to include a center left turn lane along Edmonson Avenue between Chelsea Road and School Boulevard. With the additional trips generated by the proposed apartment project and as surrounding development increases in the future, a southbound right turn lane into the site driveway may need to be considered. It appears there is already a 50' section of half right of way for the westerly portion of Edmonson corridor which would accommodate a future turn lane, if needed. Complete. 52. A sight line analysis should be completed at the proposed site access/driveway. Provide a detail/exhibit with considerations for landscaping, monument sign(s) or other features that could limit sight distances. Monticello Lakes Apartments — WSB Engineering Plan Review December 8, 2021 Page 7 Wetland & Environmental 53. The site is outside of the DWSMA and is not subject to requirements of the City's Wellhead Protection Plan. 54. The air photos show a wetland signature just north of School Boulevard and one to the west of the project. This likely is a stormwater pond built when the road was built. However, the applicant should submit a Level 1 Desktop Delineation or other wetland review to provide documentation about the natural or incidental status of wetlands within the project area and extents of the full existing lot area. This will allow the proper review and paperwork to be completed for the site to meet WCA rules. This comment still needs to be addressed. No Level 1 has been submitted to date. Please have the applicant provide a written response addressing the comments above. Feel free to contact me at 763-287-8532 if you have any questions or comments regarding the engineering review. Sincerely, WSB James L. Stremel, P.E. Senior Project Manager CITY OF Monticello FIRE DEPARTME I November 5, 2021 Teresa Thoreson McCormack CRW Architecture + Design Group 211 lith AVE. NW Rochester, MN 55901 Re: Monticello Lakes Development City Planning File 2021-037 Dear Mrs. McCormack: PHONE: 763-295-4111 103 Chelsea Road, Monticello, MN 55362 www.ci.monticello.mn.us/montifire After review of the most recent land use application plans dated 10/18/2021 for the proposed development in the City of Monticello. We have determined the following based on the 2020 MN State Fire Code: 1. 503.1.2 allows the fire code official to require more access than Chapter 5 requires based on terrain/topography. Given the proposed site and area grading, there is not enough space on the two westerly sides of the building for construction of the preferred aerial access roads. The City will therefore require a 10 -foot -wide flat surface around the two westerly -facing sides of the two buildings. This would allow for placement of ground ladders if needed. The allowance is made under 503.1.1.1 Item 3. The applicant will verify that all access drive spacing in the front parking lots are at least 24ft wide for aerial apparatus access and circulation within these two lots. The allowed decrease is from the required 26 feet width specified in D105.2 3. The applicant will verify and provide full turning radius in the two front parking lots for the City's aerial apparatus as required in D103.3. Turning radius for the aerial apparatus is enclosed. 10 Due to concerns about the significantly limited access to the westerly facing two sides of . - -- -r - C..11 nirnn 9 �) F..,. ... r.,.r„r+o.,-, +hrni inkni It tLAT 1 C Et . ACI Montii�c�effo mmoom FIRE DEPARTMENT PHONE: 763-295-4111 103 Chelsea Road, Monticello, MN 55362 www.ci.monticello.mn.us/montifire 5. building is required (not a 13R fire suppression system). This is required under Section 503.1.2. 6. Due to rescue concerns with limited access on the westerly two sides of the building, we are requesting an HVAC system capable of removing smoke from all common hallways upon activation of the fire alarm system. We are requiring this under 503.1.1.1 number 3 and 503.1.2 7. Finally, we are requiring hydrant spacing at 400 feet based on 507.5.1 number 2. As a reminder, we want to emphasize these requirements only apply to the 200 units on the current plan. If at any time the unit count exceeds 200 units these items are subject to further review and a new discussion for requirements will need to occur. If you have any questions on this matter, please do not hesitate to reach out to Fire Marshal Dan Klein at 763-271-7463. Sincerely, A Mike Mossey Monticello Fire Chief Encl Dan Klein Fire Marshal c: Rachel Leonard, City Administrator Angela Schumann, Community Development Director Mark Welch, G -Cubed Engineering, Surveying and Planning —WrICet. MN State Fire Code 2020 503.1.2 Additional access. The fire code official is authorized to require more than one fire apparatus access road based on the potential for impairment of a single road by vehicle congestion, condition of terrain, climatic conditions or other factors that could limit access. 503.1.1.1 Increases allowed. The 150 -foot distance shall be permitted to be increased for the following: 1. When the building is equipped throughout with an approved automatic sprinkler system installed in accordance with Section 903.3.1.1, 903.3.1.2, or 903.3.1.3. 2. For Group R occupancies equipped throughout with an approved automatic sprinkler system installed in accordance with Section 903.3.1.1, 903.3.1.2, or 903.3.1.3, the fire apparatus access Road shall extend to within 600 feet (183 m). 3. Where fire apparatus access roads cannot be installed because of location on property, topography, waterways, nonnegotiable grades, or other similar conditions, and an approved alternative means of fire protection is provided, the fire apparatus access road shall extend to within 300 feet (91.4 m). 507.5.1 Where required. Where a portion of the facility or building hereafter constructed or moved into or within the jurisdiction is more than 300 feet (91.5 m) from a hydrant on a fire apparatus access road, as measured by an approved route around the exterior of the facility or building, on-site fire hydrants and mains shall be provided where required by the fire code official. Exceptions: 1. For Group R-3 and Group U occupancies, the distance requirement shall be 400 feet (122 m). 2. For buildings equipped throughout with an approved automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2, the threshold for requiring on site fire hydrants and mains shall be increased to 400 feet (122 m). 3. For Group R-3 buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1, 903.3.1.2, or 903.3.1.3, the threshold for requiring on-site fire Hydrants and mains shall be increased to 600 feet (183 m). D105.2 Width. Aerial fire apparatus access roads shall have a minimum unobstructed width of 26 feet (7925 mm), exclusive of shoulders, in the immediate vicinity of the building or portion thereof. D103.3 Turning radius. The minimum turning radius shall be determined by the fire code official. MEMO RE: Monticello Lakes Development Code Review- Compliance Strategy 2020 Minnesota Building Code: architecture + design group 310.3Residential Group R-2. R-2 Residential occupancies containing sleeping units or more than two dwelling units where the occupants are primarily permanent in nature, including: • Apartment houses The residential units will be Occupancy Classification R-2 — SM(NPFA 13) - Type 5A *FD#4 311.3Low-hazard storage, Group S-2. Storage Group S-2 • Parking garages, open or enclosed The garage portion of the building will be Occupancy Classification S-2 Table 504.3 -Allowable Building Height in feet - 70' maximum height 40' at mid -rake Table 504.4 - Allowable Number of Stories above grade - 4 stories allowed 3 stories proposed Table 506.2 - Allowable Area Factor - 36,000 sq ft per floor 34,400 sf proposed Section 508 - Mixed Use and Occupancy Table 508.4 - Occupancy S-2 in relation to Occupancy R-2 - No Separation Requirement Section 510 - Special Provisions (for Accessory Parking to Residential Multifamily Buildings.) 510.4 Parking beneath Group R. Where a maximum one story above grade plane Group S-2 parking garage, enclosed or open, or combination thereof, of Type I construction or open of Type IV construction, with grade entrance, is provided under a building of Group R, the number of stories to be used in determining the minimum type of construction shall be measured from the floor above such a parking area. The floor assembly between the parking garage and the Group R above shall comply with the type of construction required for the parking garage and shall also provide a fire - resistance rating not less than the mixed occupancy separation required in Section 508.4. SUMMARY: This is the one provision in the Code where one building (residences) is allowed to be built on top of another building (garage) Section 601 Type of Construction (All Sprinklered) S-2 Parking Type IA Construction Primary Frame 3hr Ext Wall 3hr Floor 2hr Roof 1 hr R-2 Residential Type VA Construction Primary Frame 1 hr Ext Wall 1 hr Floor 1 hr Roof 1 hr (Note that Exterior walls with a fire resistance of 10 feet or greater shall be rated for fire resistance from the inside. 705.5) 211 11th Ave NW rochester, mn 55901 507.206.6201 507.206.4621 fax www.crwarchitecture.com 705.2.3.1 Balconies (Sprinklered) Balconies and similar projections of combustible construction other than fire -retardant -treated wood shall be fire -resistance rated where required by Table 601 for floor construction or shall be of heavy timber construction in accordance with Section 2304.11. The aggregate length of the projections shall not exceed 50 percent of the building's perimeter on each floor. Exceptions: 3.Balconies and similar projections on buildings of Types III, IV and V construction shall be permitted to be of Type V construction and shall not be required to have a fire -resistance rating where sprinkler protection is extended to these areas. 4.Where sprinkler protection is extended to the balcony areas, the aggregate length of the balcony on each floor shall not be limited. TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT Residential 200 sf/occupant gross Parking Garage 200 sf/occupant gross Table 1006.3 Minimum Exit per story 1-500 Occupants = 2 exits TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCE' with sprinkler system R Occupancy 250 ft S-2 400 ft Minnesota Accessibility 1107.6.1.1 — 100 units 4 units without roll in showers 1 with roll in shower total 5 units 11107.6.1.3 Unit with Accessible communication features 9 per 100 units. MINNESOTA FIRE CODE SECTION 503.1.1 2.For Group R occupancies equipped throughout with an approved automatic sprinkler system installed in accordance with Section 903.3.1.1, 903.3.1.2, or 903.3.1.3, the fire apparatus access road shall extend to within 600 feet (183 m). 3.Where fire apparatus access roads cannot be installed because of location on property, topography, waterways, nonnegotiable grades, or other similar conditions, and an approved alternative means of fire protection is provided, the fire apparatus access road shall extend to within 300 feet (91.4 m). (This will be accommodated with a 10 wide flat surface along the faces without drive aisles, accommodating ground ladders if needed. Requirements for smoke evacuation will be addressed per the Minnesota Mechanical and Ventilation Code as it relates to Fire Safety).*FD#1,#6 211 11th Ave NW rochester, mn 55901 507.206.6201 507.206.4621 fax www.crwarchitecture.com 507.5.1 Where required. Where a portion of the facility or building hereafter constructed or moved into or within the jurisdiction is more than 300 feet (91.5 m) from a hydrant on a fire apparatus access road, as measured by an approved route around the exterior of the facility or building, on-site fire hydrants and mains shall be provided where required by the fire code official. Exceptions: 2.For buildings equipped throughout with an approved automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2, the threshold for requiring on site fire hydrants and mains shall be increased to 400 feet (122 m). (This is addressed on site design) *FD #7 SECTION 503.1.2 D103.3Turning radius. The minimum turning radius shall be determined by the fire code official. FD#3 SECTION D106 - MULTIPLE -FAMILY RESIDENTIAL DEVELOPMENTS D106.1 Projects having more than 100 dwelling units. Multiple -family residential projects having more than 100 dwelling units shall be equipped throughout with two separate and approved fire apparatus access roads. Exception: Projects having up to 200 dwelling units shall have not fewer than one approved fire apparatus access road where all buildings, including nonresidential occupancies, are equipped throughout with approved automatic sprinkler systems installed in accordance with Section 903.3.1.1 or 903.3.1.2. (100 units are designed for each building -200 total. A mock up unit will be adjacent to the office area for rental and sales, not as a residence.)*FD closing statement. D105.2Width. Aerial fire apparatus access roads shall have a minimum unobstructed width of 26 feet (7925 mm), exclusive of shoulders, in the immediate vicinity of the building or portion thereof. See proposed site plan *FD#2 *FD notes address fire department conditions per November 5, 2021 letter Respectfully Submitted: Teresa McCormack, AIA NCARB 211 11th Ave NW rochester, mn 55901 507.206.6201 507.206.4621 fax www.crwarchitecture.com Monticello Lakes SUMMARY OF EXPENSES/FINANCE PLAN Phase Credits v4, 12/08/21 Notes Total Acres in Development 10.73 gross 10.73 net Total Acres in Phase 10.73 gross 10.73 net Total Units in Development Park & Pathway Dedication 0 Single Family 0 Townhome 200 Multi -Family Total Units in Phase 0 Single Family 0 Townhome Land Value Per Purchase Agreement 200 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 Acreage Acres or Credits Net Notes Charge Units Assessment Park & Pathway Dedication $1,000,000.00 Land Value Per Purchase Agreement $2.14/sf based on 467,399 sf Cash Value of Park Dedication Required(11 %) $110,000.00 Land Area of Park Dedication Required 1.1 vu Trail Easement Land Value (Powerlines) $57,987.58 $2.14 x 27,097 SF = $57,987.58 Total Park Dedication Required(Cash Balance) $52,012.42 $110,000 - $57,987.58 Special Assessments Existing Special Assessments NA Verified by City Clerk on 12/2/21 Lift Station NA Paid if applicable Little Mountain Booster Station NA Paid if applicable Street Reconstruction NA Paid if applicable Sanitary Sewer (unit) $1,594 200 $318,800.00 Paid at prevailing rate at time of platting/permit/assess Watermain (unit) $1,182 200 $236,400.00 Paid at prevailing rate at time of platting/permitlassess Storm Sewer Base (net acres) $4,268 10.73 $45,795.64 Paid at prevailing rate at time of platting/permit/assess Storm Sewer Alternate $4,374 10.73 $46,933.02 Work through final stormwater plans to verify Total amount to Assess $699,941.08 Per Lot Assessment based on (#) units 1 $699,941.00 Pay at final plat, buildi n permit or assessed C City Escrow (General Administration) 2.00% Legal 2.00% Planning 2.00% Engineering and Inspection Grading, Restoration & 3.00% Erosion & Sediment Control Inspection Streets and Utilities Review & Inspection 4.00% Total City Fees Escrows based on public improvement costs $6,533.66 $2,000 minimum; Actual; cost reconciled at project completion $6,533.66 $2,000 minimum; Actual; cost reconciled at project completion $6,533.66 $2,000 minimum; Actual; cost reconciled at project completion $14,281.92 $2,000 minimum; Actual; cost reconciled at project completion $14,580.24 $2,000 minimum; Actual; cost reconciled at project completion Escrow based on full cost of 36" stonnwater line at $75,823.00 Ilmprovement Construction Costs (Used to Calculate Citv Fees/Escrows/Securities) Sanitary Sewer Watermain Storm Sewer Roads, Driveways and Sidewalks/Trails - Edmonson Edmonson Street Lights Lighting, Street Signage, Mailboxes Construction total (for purpose of calculating other fees) Lot Corners/Iron Monuments $300 Total Construction Cost for the purpose of calculating LOC Le 12�lllllllllllllll Maximum allowable reduction prior to acceptance and bond Estimated site grading cost for calculation of LOC Credit Landscaping Prairie Restoration Wetland Management Tree Preservation $55,383.05 $0.00 No public improvements $38,000.00 15" line size public improvement Edmonson to pond $201,000.00 City calculation of half street recon, including pathway $17,300.00 $15,000.00 Mailboxes are within the building $300.00 1 $408.728.811 90.00%INA $476,064.00 For review/inspection calculation only; not a separate security ESTIMATE) x 125% 10.731 $32,190.00 J Surety for grading to plan and restoration $132,190 DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT (Developer Installed Improvements) MONTICELLO BUSINESS CENTER EIGHTHADDITION 2021 THIS DEVELOPMENT CONTACT AND PLANNED UNIT DEVELOPMENT AGREEMENT ("Contract") dated , 202_, by and between the CITY OF MONTICELLO, a Minnesota municipal corporation ("City"), and MONTICELLO LAKE APARTMENTS LLC , a Minnesota limited liability company (the "Developer" and "Owner"). 1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat and Planned Unit Development approval for MoNmELLo BvsiNEss CENTER EIGHTHADDITION (referred to in this Contract as the "plat" and the "Development"). The land is situated in the County of Wright, State of Minnesota, and is legally described on the attached Exhibit "A". The Developer is developing Lot 1, Block 1 of the property into a 200 -unit multi -family residential project and is requesting approval from the City to rezone Lot 1, Block 1 of the plat from B-4, Regional Business, to [Monticello Lakes] PUD District, pursuant to Resolution No. 2021-OXX, for the development. Page 11 2193841 2. CONDITIONS OF PLAT APPROVAL. The City hereby approves the plat on condition that the Developer enter into this Contract, furnish the security required by it, and record the plat with the County Recorder within 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 provided the Development is consistent with the conditions of the Contract and the specific City conditions, requirements and PUD flexibility as set forth in City Resolution 2021 -OX, City Resolution 2021 -OX, City Resolution 2021-96 and City Resolution 2021-97, adopted by the City Council on November 22, 2021, and subject to the conditions of Exhibit Z listed in the staff report dated November 22, 2021, including the additional and modified conditions. 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 Titles, and 4) the City has issued a letter that all conditions have been satisfied and that the Developer may proceed. 4. PLANNED UNIT DEVELOPMENT MULTIPLE LOTS OWNERSHIP RIGHTS. Should the Developer convey any lot or lots in the Development to a third party, the City and the owner of that lot or those lots may 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 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 Page 12 2193841 responsibility of the lot owners and shall not bind or restrict City authority to approve applications from any lot owner in the Development. 5. PRELIMINARY PLAT STATUS. A. Outlot A is subject to submission, review and approval for required applications, including, but not limited to, application for rezoning, preliminary and final plat and may be subject to submission, review and approval for required applications for planned unit development or amendment to planned unit development as determined by the City. B. 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. 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, official controls, platting or dedication requirements enacted after the date of this Contract. 7. ZONING. Except as otherwise provided herein, Lot 1, Block 1 of the plat shall be subject to the zoning regulations for the Planned Unit Development District and the requirements and standards of the R-4, Medium and High Density Residence 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: Page 13 2193841 (1) Development Contract and Planned Unit Development Agreement [this document] (2) Planned Unit Development Zoning Regulations (3) Monticello Lakes Planned Unit Development District (4) R-4, Medium and High Density Residence District 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 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, 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 Plan L — Sign Plan Page 14 2193841 Plan M — Site and Parking Plan Plan N — Site Lighting Plan 10. IMPROVEMENTS. The Developer shall install and pay for the following: A. Sanitary Sewer System (Private and Public) B. Water System (Private) C. Storm Sewer System (Private and Public) 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 (Private and Public) L. Retaining Walls H. 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 competent 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 Page 15 2193841 basis. The Developer, its contractors and subcontractors, shall follow all instructions received from the City's inspectors. The Developer or its engineer 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 Regulations are equal to those set forth in the PUD Resolution, the approved plans for Monticello Lakes PUD, and the PUD 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 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 Page 16 2193841 applicable county, state, and federal rules and regulations. DNR regulations regarding appropriations permits shall also be strictly followed. 14. TIME OF PERFORMANCE. The Developer shall install all required public improvements by August 30, of the year following the year of recording of the final plat with the exception of the final wear course of asphalt on streets. The final wear course on streets shall be installed 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 Page 17 2193841 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. The Developer shall provide the City with an "as constructed" grading plan prior to occupancy for any building within the plat 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 all erosion control measures are in place as determined by the Page 18 2193841 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 FHA/HUD 79G 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 improvements lying within public easements shall become City property without further notice or action. 20. CITY ENGINEERING ADMINISTRATION AND CONSTRUCTION OBSERVATION. A. The Developer shall pay a fee for the City's engineering administration as related to the Public Improvements. City engineering administration will include monitoring of construction observation related to Public Improvements, consultation with Developer and its engineer on status or problems Page 19 2193841 regarding the project, coordination for final inspection and acceptance, project monitoring during the warranty period, and processing of requests for reduction in security. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be four percent (4.0%), of the estimated construction cost of the Public Improvements, assuming normal construction and project scheduling. Developer will provide a $14,580.24 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 escrow for Public Improvements is based on the full cost of the storm sewer improvements, which include the oversized 36" line from Edmonson Avenue. 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 reasonable 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 $14,281.92 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. Page 110 2193841 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 PLANNING, LEGAL AND ADMINISTRATION. A. The Developer shall submit an escrow deposit for fees for City staff administration relating to processing of the Plat and associated administration. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be two percent (2.0%) of the estimated construction cost of the Public Improvements, assuming normal construction and project scheduling. Developer will provide a $6,533.66 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 prof ect. B. The Developer shall submit an escrow deposit for fees relating to City planning -related expenses associated with the Plat development. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be two percent (2.0%) of the estimated construction cost of the Public Improvements, assuming normal construction and project scheduling. Developer will provide a $6,533.66 escrow, which is separate and in addition to any other escrow funds for this Development. This amount is subject to reconciliation based on actual costs at the completion of the project. C. The Developer shall submit an escrow deposit for fees relating to City legal -related expenses associated with the Plat development. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be two percent (2.0%) of the estimated construction cost of the Public Improvements, assuming normal construction and project scheduling. Developer will provide a Page 111 2193841 $6,533.66 escrow, which is separate and in addition to any other escrow funds for this Development. This amount is subject to reconciliation based on actual costs at the completion of the project. D. The fees owed by the Developer to the City under this Section shall be paid from the escrows amounts. Any amounts not utilized from the escrow account shall be returned to the Developer when all the Development has been completed in accordance with this Agreement. If additional escrow amounts are required for such costs incurred beyond the escrow deposit, the Developer shall be billed directly for such costs and there shall be no issuance of occupancy permits until all such obligations have been fully paid. 22. CLAIMS. In the event that the City receives claims from labor, materialmen, or others that work required by this Contract has been performed, the sums due them have not been paid, and the laborers, materialmen, or others are seeking payment from the City, the Developer hereby authorizes the City to commence an Interpleader action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the 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. Lot 1, Block 1 of the Development is subject to a storm sewer area charge of $92,728.66. 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: 10.73 acres x $4,268 (Base Fee/Net Acre) _ $45,795.64 X acres x $4,374.00 (Alternate Fee/Net Acre) _ $46,933.02 The total storm sewer area charge for the Development of $92,728.66 shall be assessed against the property if not paid by the Developer in cash at the time of final plat approval or building permit at Page 112 2193841 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. The assessment shall be spread over a ten year term. 24. SANITARY SEWER TRUNK AREA CHARGE. Lot 1, Block 1 of the Development is subject to a sanitary sewer area charge of $318,800.00. The area charge is based on the number of units in the final plat and is calculated as follows: 200 units x $1,594.00 = $318,800.00 The Developer shall be assessed or shall pay the sanitary sewer area charge in cash at the time of final plat approval or at building permit for each building at developer's option. If paid at building permit, the sanitary sewer charge will be based on the unit count of the building permitted. 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. The total amount of the area charge will be assessed and the assessment shall be spread over a ten year term. 25. WATER MAIN TRUNK AREA CHARGE. Lot 1, Block 1 of the Development is subject to a water main area charge of $236,400.00. The area charge is based on the number of units in the final plat and is calculated as follows: 200 units x $1,182.00 = $236,400.00 The Developer shall be assessed or shall pay the sanitary sewer area charge in cash at the time of final plat or at building permit for each building approval at developer's option. If paid at building permit, the sanitary sewer charge will be based on the unit count of the building permitted. 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. The total amount of the area charge will be assessed and tThe assessment shall be spread over a ten year term. Page 113 2193841 26. PARK DEDICATION. Developer shall pay a combination of land area and cash payment in lieu of park dedication for development of Lot 1, Block 1 to include an easement for trail purposes within the powerline corridor, with the total of dedication equivalent to the 11% requirement. The trail easement will also be inclusive of appurtenant features to allow the City flexibility for art, signage, lighting, etc. The total cash dedication requirement is $110,000.00 based on the value of the land at the time of final plat. The developer is providing the easement for trail and appurtenant purposes at a value of $57,987.58 based on the land value at the time of plat. The developer's required remaining cash dedication is $52,012.42 which shall be paid 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. The assessment shall be spread over a ten year term. 27. LANDSCAPING. The Developer shall follow all requirements of the City's Zoning Ordinance requirements and the City approved PUD Landscape Plan. The Developer shall provide a landscape security of $X which is equal to 125% of the estimated costs of landscaping prior to the issuance of a building permit within the Plat. 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 September 30, 2021, October 24, 2021 and December 8, 2021. B. Implementation of the recommendations listed in the Fire Chief and Fire Marshal's Letter dated November 5, 2021. Page 114 2193841 C. Implementation of the recommendations of Resolution Nos. 2021 -OX, 2021 -OX, 2021-96, 2021-97, PC -2021-03 8, PC -2021-039, and PC -2021-40, 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 October 5, 2021. Plan. E. Implementation and consideration of the Excerpts from The Pointes Small Area F. The Developer is required to reconstruct the west side of Edmonson Avenue to an urban section along the plat edge. Timing and design specifications of these improvements will be at the City Engineer's discretion and evaluation of the traffic study, but such timing shall not affect the issuance of a final certificate of occupancy for any of the buildings within the project. The improvement shall be substantially complete no later than October 1 st, 2026. The Developer shall supply a Letter of Credit to guarantee the improvement. At the time of completion of the improvements, the Letter of Credit for Streets shall be evaluated for reductions. The Developer is required to install the pathway improvements along Edmonson as a component of the Public Street Improvement and shall complete boulevard landscaping in accordance with the approved PUD Landscape Plan. The City may complete additional boulevard landscaping consistent with The Pointes at Cedar plan(s). G. 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 $300.00 security for the final placement of interior subdivision iron monuments at property corners. The security was calculated as follows: 1 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 Page 115 2193841 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. H. 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. 29. SUMMARY OF SECURITY REQUIREMENTS. 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, in the form attached hereto, from a bank ("security") for $408,728.81, plus a cash fee of $ 48,463.15.00 for City engineering, expenses and administration. The amount of the security was calculated as follows: CONSTRUCTION COSTS: Sanitary Sewer Watermain Storm Sewer Edmonson Street Lights Lighting, Street Signage, Mailboxes Roads, Driveways, and Sidewalks/Trails (Edmonson Avenue) CONSTRUCTION SUB -TOTAL (ESTIMATED) OTHER COSTS: Lot Corners/Iron Monuments 2193841 $55,383.05 $0.00 $38,000.00 $ 17,300.00 $ 15,000.00 $201,000.00 $ 326,683.05 300.00 Page 116 TOTAL COSTS $326,963.05 TOTAL SECURITIES: Total Costs X 125% $408,728.81 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 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 $132,190.00 for landscaping and grading. The amount of the security was calculated as follows: Landscaping Grading TOTAL 2193841 $100,000.00 [VERIFY] $ 32,190.00 $132,190.00 Page 117 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 platrecording : Administrative (2%) $ 6,533.66 Legal (2%) $ 6,533.66 Planning (2%) $ 6,533.66 Engineering and Inspection - Grading/Restoration and Erosion & Sediment Control Inspection Fee (3%) $ 14,281.92 Streets and Utilities Review & Inspection (4%) $ 14,580.24 Total Cash Requirements $ 48,483.15 * Fees reconciled to actual expenses at close of project. 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 streets 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 Page 118 2193841 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 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 attorneys' fees. 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 Page 119 2193841 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 or easements at the discretion of the City shall be executed for each of the transactions. The Developer agrees to pay all real estate taxes due or payable on outlots transferred to the City for the period up to the time the outlots become tax exempt. 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 Page 120 2193841 development work in the plat until the Developer does comply. Upon the City's demand, the Developer shall cease work until there is compliance. B. Third parties shall have no recourse against the City under this Contract. C. Breach of the terms of this Contract by the Developer shall be grounds for denial of building permits, including lots sold to third parties. D. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. E. 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 Page 121 2193841 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. H. Developer, or its prime contractor, shall take out and maintain or cause to be taken out and maintained until six (6) months after the City has accepted the public improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developer's work or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than $500,000 for one person and $1,000,000 for each occurrence; limits for property damage shall be not less than $200,000 for each occurrence; or a combination single limit policy of $1,000,000 or more. The City shall be named as an additional insured on the policy, and the Developer shall file with the City a certificate evidencing 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. I The Developer may not assign this Contract without the written permission of the City Council. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells a part or parts of the platted land. Page 122 2193841 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. L. Should the Developer convey any lot or lots in the Development to a third party, the City and the owner of that lot or those lots may 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 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. 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: [INSERT] 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 Monticello, MN 55362. Page 123 2193841 [The remainder ofpage intentionally left blank. Signature pages follow.] 219384v1 Page 124 CITY OF MONTICELLO Lloyd Hilgart, Mayor (SEAL) Rachel Leonard, City Administrator STATE OF MINNESOTA ) ( ss. COUNTY OF WRIGHT ) The foregoing instrument was acknowledged before me this day of , 202 , by Lloyd Hilgart and 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 Page 125 2193841 DEVELOPER: [INSERT] [INSERT] STATE OF MINNESOTA ) ( SS. COUNTY OF ) The foregoing instrument was acknowledged before me this day of , 202_, by [INSERT], the Chief Manager of[INSERT], a Minnesota limited liability company, on behalf of said entity. Notary Public DRAFTED BY: CAMPBELL, KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ Page 126 219384v1 EXHIBIT "A" TO DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT Legal Description of Property Being Final Platted as MONTICELLO BUSINESS CENTER EIGHTH ADDITION Outlot C, MONTICELLO BUSINESS CENTER, according to the recorded plat thereof, on file and of record in the office of the County Recorder, Wright County, Minnesota. [PIN: 155-098-000030 / abstract] Page 127 219384v1 MORTGAGE HOLDER CONSENT TO DEVELOPMENT CONTRACT , which holds a mortgage on the subject property, the development of which is governed by the foregoing Development Contract, which mortgage is dated and recorded with the Wright County Recorder/Registrar of Titles as document number , agrees that the Development Contract shall remain in full force and effect even if it forecloses on its mortgage. Dated this day of , 20_. STATE OF ) ss. COUNTY OF [print name] Its [title] The foregoing instrument was acknowledged before me this day of 20_, by the of a , on behalf of the Notary Public DRAFTED BY: CAMPBELL, KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ Page 128 2193841 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 , 21 of (Name of Bank) it; 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, 20_ 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 Page 129 2193841 PROJECT: CERTIFICATE HOLDER: CERTIFICATE OF INSURANCE 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 Does Personal Injury Include Claims Related to Employment? YES Page 130 2193841 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 .M Authorized Insurance Representative Page 131 2193841 A oA IV: zr V� Ic • DRAFT FOR PUBLIC HEARING SEPTEMBER 2021 CHELSEA COMMONS DESIGN GOALS A series of goals arose in response to the design challenges. They built on the early principles and evolved as new technical and policy information emerged. The following goals directly support the project vision and further guided ongoing design and policy work. • Chelsea Commons is a joint public-private venture. It is designed to enhance valuable commercial development potential and integrate a variety of residential opportunities surrounding a significant public space, including a usable water feature and a variety of upland spaces. • Residents, business owners, and employees may experience Chelsea Commons as a complete environment in which they can live, work, and recreate. The Commons is also envisioned as a place that invites all members of the Monticello community and beyond to patronize its businesses and enjoy its open space features, both active and passive. • Chelsea Commons will present a distinct set of amenities within Monticello's larger park system, and the design will seek connectivity with the City's other assets. Chelsea Commons will also relate actively to the existing and future surrounding land use neighborhoods. • At the nearly 100 -acre Chelsea Commons, a wide range of uses are supported and encouraged. Mixed use is most likely to be seen in the horizontal layout of interrelated uses, rather than vertical mixed-use buildings, although such buildings would be welcomed. In concept, the Commons area anticipates commercial land uses to the west and north, transitioning to a mix of residential living environments to the east and south. • To achieve the vision of an exceptional development area, the City will consider higher intensity land usage in parts of the project than that commonly applied under the City's zoning or related ordinances, most often in conjunction with execution of desired amenities. Moreover, the higher intensity of land usage will have the beneficial effect of helping realize the feasibility of the amenities planned for the public spaces. • Chelsea Commons is envisioned to host a variety of housing: affordable options, modest -cost options, and luxury homes, in a variety of configurations of density, massing, and ownership. • To support the mixed-use neighborhood, desired commercial uses are those that promote high levels of employment and consist of or support hospitality and recreational uses. These include restaurants and entertainment venues. Due to the extensive exposure of the commercial buildings in the Commons area, business building design and use will present a public face in all directions, with attention to architectural opportunities presented by the service portions of the buildings. • A unique transitional landscaping model reflecting Minnesota's biomes will guide the public and private spaces and their landscape design. Art, signage, architecture and other design elements are encouraged to reflect the biome construct. • Paramount will be the intention and ability to both value and take advantage of the public space investments that comprise the central focus of Chelsea Commons' design. PUBLIC MEETINGS & WORKSHOPS • October 21, 2019 — Joint City Council and Planning Commission Overview of Chelsea Commons Area & Concept Workshop • November 23, 2020 — City Council (Regular Meeting) Consideration of Authorization of Chelsea Commons Small Area Plan • January 13th, 2021 — Joint City Council and Economic Development Authority Small Area Plan Kick -Off Workshop • January 28th, 2021— Joint Planning Commission and Parks, Arts & Recreation Commission Small Area Plan Kick -Off Workshop • March 811 2021 — Joint City Council, Economic Development Authority, Planning Commission and Parks, Arts & Recreation Commission Chelsea Commons Three Conceptual Layouts Design Workshop • April 28th, 2021 -Joint City Council, Economic Development Authority, Planning Commission and Parks, Arts & Recreation Commission Site Tours — Maple Grove: Central Park, Edina: Centennial Lakes, Blaine: The Lakes • May 4th, 2021 -Joint City Council, Economic Development Authority, Planning Commission and Parks, Arts & Recreation Commission Chelsea Commons Preferred Concept, Standards and Naming Workshop • June 2"a 2021 — Parks, Arts & Recreation Commission Chelsea Commons Design & Vignettes • June 23rd 2021— Joint City Council and Planning Commission Chelsea Commons Traffic Analysis Workshop • August 5th, 2021 -Joint City Council, Economic Development Authority, Planning Commission and Parks, Arts & Recreation Commission Chelsea Commons Small Area Plan Overview Workshop • September 71h, 2021 — Planning Commission (regular meeting) Chelsea Commons Small Area Plan Adoption Recommendation — Comprehensive Plan Amendment Public Hearing 141 Page Lake Use During workshops, stakeholders indicated clear intention that visitors should be able to experience and interact with the water. Key to enhancing the value created by the lake amenity is its use. This goes beyond mere visual attraction. The principle of lake use is that while its visual attributes should enhance the land uses around it, the public should be able to physically use the water amenity through paddleboats, kayaks, and possibly, fishing. The pathways, bridges and other infrastructure should be designed to further encourage this visual and actual connection to the water. Water quality, as discussed above, is a central imperative for this use. In addition, planning for the infrastructure and services for these amenities will be important through staffing, equipment, and related budgeting. 41�"{tea , j•,,�� - -- - _�` � ' S- •y-. • ^�� . w 1. Yom, - - �' i _- `'�.�- +•v /� Y '1i - �_ - - . 1R_ Public and Private Design High-end performance standards in both public and private building and site design are expected throughout Chelsea Commons. A critical aspect of furthering the "biome" themed design for Chelsea Commons will be choosing building, site, landform and architecture which reflect each pool theme. Aspects of public design will include pathway materials, landscape elements, building design, and especially, lake -edge access components that complement the theme of each pool area. For private development around the Commons, similar aspects of materials, architecture, and landscape elements can reinforce the themes. It is an expectation that private development will value its location within the Chelsea Commons planning area and respond with elements that support the individual and overall theming. The City will use consistency with these design principles as a component of its land use review for private development. 221 Page Public Access Access to the public space requires particular attention, as the bulk of the space is interior to the planning area and likely screened from the view of passing traffic on the external collector roadways. This is compounded by the design elements that intentionally create intimacy within the space itself, including the depression of the lake surface below the surrounding development area by 8 to 10 feet. �,",F�: i Design Cross Section As such, the design focuses on a number of public space elements leading from the external roadway system into the public space area and two primary edge public exposures. The first of these exposures is a gateway plaza space at the prominent entry intersection location of Chelsea Road and Cedar Street. This plaza will be designed to announce and identify the Commons area and create a gathering space for pedestrians and bicyclists to enter the interior of the site. It will also utilize the design elements common to the district, including lighting, signing, seating, etc. The second public exposure is the most prominent and will rely on the City's landholding along Cedar Street. This location will serve as the primary public gathering space for the Commons as well as provide ample visitor parking to support four -season outdoor and indoor recreation opportunities. Pavilion The indoor space is programmed to include a pavilion building to hold event gatherings, with a target size of up to 300 persons as well as various outdoor spaces. The parkland created on this property would also be programmed for other uses and serve as a trailhead for the pathway system. Direct access to the lake would be a central component of this area, and direct lake use would focus on this space as a staging area. Watercraft rental, fishing dock location, and similar features would be facilitated here. The City would likely establish some storage and maintenance staff in this location. The concept plan envisions that the pavilion building could be constructed as a two-level "walk -out" structure, with a portion of the lower level serving as the maintenance/storage component of the structure, with external access to the land and pathway system. The upper level of the building would have primary access from the main parking facility levels and include both indoor and outdoor overlook spaces. Gateways The master plan identifies a series of primary and secondary gateway locations around the project area, providing access to the adjoining private development areas as well as the surrounding public street system. In addition to the primary Gateway Plaza at Chelsea and Cedar, Gateways are located along Edmonson, School, and Cedar. Gateway identification and phasing will coincide with development. Primary Gateways are envisioned as a first -order system that create wider public pathway connections. They include both contoured landforms and access to public and shared parking areas at the perimeter of the district. Secondary Gateways may be narrower and more utilitarian, providing safe and well -lit access points, but may have more limited use or function. The exception to the dimensional limitation would be the gateway located within the power line corridor that extends into the site from the southeast near the corner of School and Edmonson. This corridor, given the width of the power line easement, would accommodate both pathway and naturalized stormwater retention, in addition to other potential features such as rain -garden demonstration/education, prairie plant restoration, and pollinator garden development. Because tree planting is limited in this area, the biome's focus would be on the ground planting plane, and the pathway through the area would provide, via boardwalk where appropriate, direct contact with the unique planting features of this section. Because this gateway includes connection to the School Boulevard pathway and is near to the Monticello Schools campus, coordination with the School District may enhance opportunities for public education. Pathway System Corresponding to the central pond amenity is the encircling pathway system. This pathway is a critical design element of the Plan. The pathways create an opportunity for discovery and exploration of the entirety of the neighborhood. Throughout Chelsea Commons, it is expected that both the central pathway system around the pond and its series of connecting pathways will be designed with attention to variation in material, grade, widths and other elements which respond to the user's sensory experience. This variety will be applicable in both public and private spaces. Landscaping accompanying these pathways should be carefully planned and executed to maximize the aesthetics and vistas to the lake and other Plan amenities. The Plan anticipates that the pathway systems will serve pedestrians only, with numerous opportunities for those entering the Chelsea Commons area to park their bicycles. 231 Page Public and Private Space Intersection The intersection between public and private spaces will be critical within the project area. The expected density of development and use levels for the public portions of the Commons area require thoughtful transition. With high intensity uses on both sides of the public-private boundary, conflicts can arise if these areas are not considered. In that regard, the basic design of the public space is intended to create a lake level, and associated public pathway and other high -use spaces, which would be generally 8 to 10 feet below the finished floor elevation of the adjoining private land. This grade difference is envisioned to be supplemented with a combination of retaining walls and landscaping that creates a visual barrier between the paths and any first -floor residences, but which is also designed to retain views of the water surfaces from those residential buildings. By cutting the grade into the adjoining slopes, most residential views should extend over the paths to the water surface, while minimizing views of the land itself. As such, residential buildings should be able to design a reasonable level of privacy into their structures, while capitalizing on proximity to the public amenities. Private landscaping will augment the public installations to help create this separation. On the commercial side, it will be presumed that privacy is less of a factor, and that most business entities will choose a location in Chelsea Commons precisely for the exceptional exposure. To capitalize on this, the Plan envisions that many such business developments will utilize lower -level building space, in a "walk- out" fashion with primary access to Cedar Street above, and additional lower -level access to the public spaces below. PLAN EVOLUTION As the project design evolved, engagement with the property owners in the project area created a new opportunity. One of the primary landowners in the central portion of the study area indicated a willingness to convey his land to the City, rather than hold it further for development. As these discussions progressed, it was evident that certain elements of the layout could change to take better advantage of a revised ownership pattern. The most prominent of these was the location of the primary City park property — the "commons" of Chelsea Commons. In this initial scheme, the City park was located on current City -owned land along Cedar Street, north of Dundas. The primary driver of this location was the City's ownership, and an interest in maximizing private use of the then privately -owned property in the study area. With the City's pending purchase of the middle 35 -acre area, relocating the City park area south of the self -storage facility along Cedar street created several new opportunities, including: • Relocating the created hill to the self -storage business boundary and utilizing that feature as a screening element between the public/private spaces and self -storage use; • Transferring the pavilion building to a place adjacent to the south bridge, at the junction of the central and south pools (see the biome discussions below); • Utilizing the powerline corridor that crosses the area for parking supply to serve both commercial uses south of the line and public uses north of the line — particularly as developed uses under the powerline are not feasible; • Relocating development opportunity from this south area north to the City's current 5 -acre parcel with more prominent exposure and access; • Providing a commercial connection and "landing zone" for the Promenade pathway that leads from the Chelsea/Cedar Plaza into the commons area proper. In addition, the stormwater analysis yielded information on the depths and elevations required to achieve the desired lake effect. This required a different design strategy for incorporation of the previously constructed pond at Deephaven. The existing pond now becomes a feature of character reflecting the North pool's theme. The revised master plan takes advantage of these changes, reorienting the elements noted above, but retaining the primary biome organization from north to south. 24 1 L 7-7777 Ll vu L �Z7 llffllal,"5. I el �LE h I I A Ir I 1 1, 111 , ri I K1 n r I i -- - - . C L 21 � if +r ',r .`',� %L'L IrH4ff?ti 251 Page RESIDENTIAL USES Relationship to Lake I Orientation I Density In Chelsea Commons, the City intends to capitalize on the opportunity to create a signature neighborhood with diverse residential environments. The residential uses will differ in density, building design, private amenities, cost, and rental -ownership tenure. Planned Unit Development will be an important tool for implementation of residential design consistent with the Plan. Common to each of the residential projects in the area will be utilization of the Commons' lake feature and its open space/pathway system. With the use of the Commons serving as private and public space, both physical and visual access to the lake will be a vital aspect of site and space planning. Residential developments will be required to design their projects to take advantage of views of the lake and garden areas and to maintain views for other projects in the district. As a principle common to the built environment throughout Chelsea Commons, a high standard of architectural detail and material quality will be expected. Connectivity to the central lake pathway system will be required. Residential properties will be expected to include structured parking in the sale and/or rental of the individual units, to ensure full utilization. On -street parking will not be available for overflow residential parking. Densities that range up to 30 units per acre and higher are anticipated in residential areas. Support for the higher densities will be attended by consistency with the goals of the Chelsea Commons Small Area Plan, incorporation of the public/private development patterns identified in the Plan, and willingness to provide access, cross parking, pathway connections, site development, and related improvements that further the goals of the project. 281 Page UNIFYING DESIGN ELEMENTS & CONTRIBUTIONS PARKING AND SHARED/JOINT PARKIN( Vehicular parking is critical to successful business and residential communities, as well as maximizing the intensity of uses around the public areas. Attention to adequate and convenient parking will be examined closely as a factor in site planning review. It is emphasized, however, that overparking— particularly surface parking lots — will need to be minimized using shared parking areas wherever practicable, and extensive reliance on covered parking, a requirement in residential projects, and encouraged on commercial sites. Common parking areas that can be managed cooperatively are encouraged and will result in greater density allowances. In all areas, both residential and commercial, the City will seek underground, under - building, and/orshared structured parking to minimize the areas of the development properties devoted to automobile surface parking. For some, this will entail cross access and parking agreements (especially in the commercial zones), and in others, this will include flexibility as to parking design and investment in structured parking that fulfills these objectives. Sustainability measures, including electric vehicle charging stations, are further encouraged. CONSOLIDATED SIGNAGE The City will develop a signage system for Chelsea Commons, including identification and wayfinding. Private development in the district will be encouraged to incorporate elements of that system into its wayfinding and identification packages. This policy is not intended to create a single communication theme for all occupants of the district, and artistic variation is supported. However, particularly where private communication intersects with public uses or spaces, adherence to the City's design will be important. Signage throughout the area may incorporate signage elements specific to its biome. ARCHITECTURAL DESIGN AND MATERIALS A diverse architectural environment is encouraged in the Commons. The Plan anticipates that building and/or site development will draw from design themes reflective of the biome environment. Individual development design may choose other options but will be expected to respect the neighborhood in which it is located. However, it will be critical that all development, regardless of use, will incorporate high quality materials, creative architectural choices, and close attention to all aspects of the building and site being built upon. High quality building materials that consist significantly of masonry, glass, and similar materials. In commercial development, lapped siding will be expected to be used in tightly limited exposures and primarily when designed to mimic wood finishes. Wall articulation, ornamental features, roofline variation, extensive window coverage, and four-sided architecture all are examples of the high expectations for development in the district. It is recommended that the City utilize PUD zoning to identify and encourage architectural character. Project design should be prepared to be reviewed as to its ability to conform to this expectation. ART Monticello is investing in a culture of creativity which encourages art in all forms —visual, literary, performance, and more. The integration of art throughout the public and private spaces of Chelsea Commons will enhance the central amenities and experience of all who live, work, and visit. Art will encourage exploration and enrich the space. Consistent with its other public improvement and park projects, the City will seek to incorporate art into both the built and programmed Chelsea Commons environment. LIGHTING The City will establish a common public lighting plan and design for Chelsea Commons. The plan will incorporate potential opportunities for unique branding of the area, but also with attention to existing lighting used in nearby areas. Lighting will include both pedestrian and general surface scale conditions. Private lighting is encouraged to reflect the styles and themes used in the public realm. Because Chelsea Commons is a mixed- use area of higher intensity land uses, attention must be paid to respecting adjoining land uses with the control of glare, light spread, and ambient light, balancing that with safety and need. Ailk k111YA'lW_MI-1 Access to the Commons land uses may occur from several points M of entry surrounding the project area. In addition, the City plans an Entry Plaza at the corner of Cedar Street and Chelsea Road, creating a visual announcement of the district, along with access to its pedestrian and bicycle visitors. The plaza will serve as an initial gathering space, as well as a prominent wayfinding marker for passers-by on these two major roadways. Elements of the Entry Plaza may be mirrored in other entry points, as well as used as common thematic aspects of other public and private improvements. The plan of the Entry Plaza should introduce, and then allow repetition of, the public spaces that comprise the district, to avoid the appearance of private -only improvements. LANDSCAPING Both public and private landscaping elements are expected to reflect the biome model for Chelsea Commons. Landscaping is discussed in detail on page X through X. 301 Page LANDSCAPING I BIOME FORM South Pool I "Quercus' References: Prairie/Oak Savannah The south pool, nicknamed "Quercus" for "Oak", would consist primarily of plant themes from southern Minnesota, dominated by prairie and Oak Savannah open woodlands. Naturalized ground covers would include prairie spaces and "raingarden" stormwater spaces. Because a large portion of the southeast corner of the project site is impacted by the overhead electric transmission lines, this area would be well served by this planting scheme, where larger trees are not permitted within the easement area. In other areas, grasses, native forbs, and Oak plantings would dominate. For buildings in the private development and public areas both, the plan encourages the extensive use of "prairie school" architectural themes, both in building design and site amenities. The Pavilion building is anticipated with this design style to set the direction. The Quercus zone of prairie grasses and forbs, wet prairies, wildflower pollinators, raingarden storm basins, and gentler slopes, reflects the biome that dominates much of Minnesota south of Monticello. The design accommodates two large access points, one from the dominant commercial zones to the south of the project area, and one that follows the powerline easement from the southeast corner of site, at Edmonson and School Boulevard, northwesterly across the site. Because large plantings or structure are not permitted in the powerline easement areas, the project design takes advantage by focusing and highlighting elements that fit within this constraint. As discussed in the Big Woods section, the Pavilion sits at the boundary of these two zones, and parking that will serve large events, there, and that can be shared with adjoining commercial uses, fills much of the west side of the area. In the southeast, a linear pathway system winds through alternating areas of gentle mounds and shallow basins, each of which serve to provide a variety of Quercus zone plant associations — wildflower spaces create zones for pollinator habitat, wet prairie detention areas help both filter stormwater and create basins show off wet, or "mesic" prairie plantings, as well as the opportunity for such elements as raingarden demonstration projects. The pathway wanders as a paved surface on dry land and converts to boardwalk in places as it passes through the wet zones. The design requires attention to demands of the powerline structures, a condition of powerline usage. The intent is to retrain the visual attention to the surface landscape and build appreciation for the landform, minimizing focus on the overhead lines. At the path meets the lakefront, its spills overflows into the lake through a limestone cascade under a grated cover. J 00 view Pc ra Trai - N NV + oath comm tial s A 5 +� 5 AL 'd P. y cc jqr 11rit 71 ti• V{ , Pine grass ti4 �d (orbs s J P1 Z, s� w..:..-� � L.L 1- Z r �T1 AA st 371 Page _,l ,�'` South Pool Quercas Biome The stone material reflects the stone dominant in much of south — and especially southeastern - Minnesota. Overstory plantings would be dominated by Oak — predominately white and bur oaks common to the "Quercus" zone landscape. Shoreline development is largely naturalized and interspersed with limestone boulders. Although not exclusive to the Quercus biome, Edmonson Avenue (or "Parkway") is highlighted here to emphasize its development as a parkway design. The accompanying traffic study envisions development of roundabout intersection controls at both School Boulevard on the south, and Chelsea Road on the north. Edmonson Parkway itself would be designed to be a "three -lane" facility, with a center left turn lane, one lane of traffic in each direction, and a row of on -street public parking along the west boundary of the roadway. On both sides of the parkway would be extensive planting, with the dominant and larger plantings along the west side of the right of way, adjoining the Chelsea Commons area. To the east, a pathway would follow in the right of way, and plantings would be required to be lower materials, due to a separate overhead powerline in that right of way. The project design envisions a shifting of the roadway to the east side of the centerline, to provide a larger and wider boulevard space for an extensive pathway system and large plantings complementing the access points into the public sites along the powerline from School Boulevard, the Major Gateway generally across from Golden Eagle Lane, and the Gateway access that follows the existing Dundas Road location. As noted previously an additional small parking facility is provided at the Major Gateway access point. The on -street parking will provide parking access to visitors for daily use or supply major event parking for the area as well. One consideration for construction and operational planning would be the potential for the south bridge to be constructed in a manner that can accommodate public works utility vehicles that are stored and used on the site. This would add efficiency for internal maintenance access throughout the facility. 381 Page (reserved. for recording information) GRANT OF PERMANENT EASEMENT MONTICELLO LAKE APARTMENTS LLC, a Minnesota limited liability company, hereinafter referred to as "Grantor", in consideration of One and No/100 Dollar ($1.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby grant unto the CITY OF MONTICELLO, a municipal corporation organized under the laws of the State of Minnesota, Grantee, hereinafter referred to as the "City", its successors and assigns, a permanent easement for public sidewalk, trail and appurtenant purposes over, on, across, under and through the land situated in the County of Wright, State of Minnesota, as legally described on the attached Exhibit "A" and depicted on the attached Exhibit "B" (the 'Basement Property"). Appurtenant purposes of the easement shall include, and shall not be limited to landscaping, art, gateway architecture, lighting, signage, sound systems, and other systems and structures. INCLUDING the rights of the City, its contractors, agents, servants, and assigns, to enter upon the Easement Property at all reasonable times to construct, reconstruct, inspect, repair, and maintain said public sidewalk, trail and appurtenant uses over, across, on, under, and through the Easement Property, together with the right to grade, level, fill, drain, and excavate the Easement 219s77v2 Property, and the further right to remove trees, bushes, undergrowth, and other obstructions interfering with the location, construction, and maintenance of said public sidewalk, trail and appurtenances. The above named Grantor, for itself, its successors and assigns, does covenant with the City, its successors and assigns, that it is well seized in fee title of the above described Easement Property; that it has the sole right to grant and convey the easements to the City; that there are no unrecorded interests in the Easement Property; and that it will indemnify and hold the City harmless for any breach of the foregoing covenants. Remainder of page intentionally left blank. Signtuare page follows: 219s77v2 2 IN TESTIMONY WHEREOF, the Grantor hereto has signed this document this day of , 2021. GRANTOR: MONTICELLO LAKE APARTMENTS LLC, a Minnesota limited liability company Its STATE OF MINNESOTA ) ss. COUNTY OF ) The foregoing instrument was acknowledged before me this , 2021, by the day of [insert name] of MONTICELLO LAKE APARTMENTS LLC, a Minnesota limited liability company, on behalf of the entity, Grantor. Notary Public DRAFTED BY: City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 (763) 295-2711 219577v2 [title] EXHIBIT "A" TO GRANT OF PERMANENT EASEMENT A permanent easement for public sidewalk, trail and appurtenant purposes over, on, across, under and through ....... [insert legal description] 219s77v2 4 EXHIBIT `B" TO GRANT OF PERMANENT EASEMENT Insert Sketch 219577v2 MORTGAGE HOLDER CONSENT TO GRANT OF PERMANENT EASEMENT ,a , which holds a mortgage on all or part of the property more particularly described in the foregoing Grant of Permanent Easement, which mortgage is dated and recorded as Document No. with the offices of the Wright County Recorder/Registrar of Titles, Minnesota, for good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby join in, consents to, and is subject to the foregoing Grant of Permanent Easement. Dated this day of STATE OF ) )ss. COUNTY OF ) 2021. [print name] Its [title] The foregoing instrument was acknowledged before me this day of , 2021, by , the of a on behalf of the entity. Notary Public DRAFTED BY: City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 (763) 295-2711 219577v2 _967=® -965— Ln aI 1 io 0 I'M— .—vim _ n N M O - 2DMONSON AVE NEN rn m 7 m < W N _ N y m ar— _ OI rn - m �— O _m�� :. 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'. - - \ 0^ °/// ❑* COMMUNICATIONS BOX 0a' -962 a 10, ELECTRIC POLE i • �T POLE/WALL MOUNT LIGHT m w dr A ;y 6� -- / / a MAJOR CONTOUR Oo SA MINOR CONTOUR 3L O 1 O p WATERMAIN 9 ci N ( p � � / p SAN SANITARY SEWER — 9 •1 n a`o , �� jjj.,,,j� O 1 / STORM SEWER OVHE OVERHEAD ELECTRIC LINES O UNDERGROUND ELECTRIC LINES UNDERGROUND COMMUNICATIONS UNE p jos O ( ( //� �° O / �, ❑ RAILING, CHAINUNK FENCE GAS — GAS UNE W m rnNJ Ilk Im '�� //�O /O WATER SERVICE 6—TLE DRAIN TILE A MAJOR COIN 9 PROPOSED MAJOR CONTOUR nLR ' •♦ / 0 % `� O \ / PROPOSED MINOR CONTOUR �I ^` EASEMENT UNE °BITUMINOUS SURFACING CONCRETE SURFACING m 1 ( N:I •1 •^ �. 966 / O O// BUILDING x ° I \>/> > / o rn / / O / LANDSCAPING OT \ / / / PROPOSED BITUMINOUS SURFACING W / • � I 1•�x / /� �/a' •+'•w' PROPOSED CONCRETE SURFACING SILT FENCE (PR STD. PLATE 6006) GL GRADING LIMITS X 1060.00 EXISTING SPOT ELEVATION X 1060.00 PROPOSED SPOT ELEVATION 9 II6 \ I / I /a" ,ji�O / \ / } 2.00% PROPOSED SLOPE INLET BARRIER (PER STD. PLATE 6004 & 5) (PER M DOTR3885NCAT. N;L BLANKET ^ 11l PCONSTRUCTION ROPOSED PUBLIC GREENSPAPROPOSED G� PARK / \ ✓ RK SID. PLATE 6002N& 3)CE VIII \ \ PATHWAYS AND AMENITIES TO DETERMIN / _ �° / a� / (P RIP RAP (PR STD. PLATE 4009) \\ \ II r ��jl x GRAPHIC SCALE / I ��0 A 4o D / zo a eo NII l M col \ h III II v11 000000p000 RETAINING WALL BUFFRYARD LINE \ \ g6l / / (NF AGGREGATE SURFACING --- III /a� 14OFT BOULDER OR BIG BLOCK TRANSITION I T HEREBY CERTIFY THAT PLAN, DATE: 6/3/2021 Pre ared For: REVISED BY DATE CITY OF MONTICELLO MONTICELLO LAKE APARTMENTS PR0.IMINARY ADB 9/13/2021 T SPECIFICATION, OR REPORT WAS PREPARED ME OR UNDER DIRECT SUP VISION P ENGINEERING DESIGNED MRW SUBMITTAL ADB 9/20/2021 AN DU ANDTHAT I AMA WLR LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF Baldur Real Estate, LLC �o�� 0 0 SURVEYING DRAWN WRIGHT COUNTY GRADING PLAN RESUBMITTAL ADB 0/18/202 THE STATE OF MINNESOTA 19356 MEADOW RIDGE TRAIL N PLANNING ,,,DB MARK R WELCH MARINE ON ST. CROIX, MN 55047 14070 Hwy 52 S.E. Ph. 507-867-1666 Fax 507-8671665 CHECKED MRW RESUBMITTAL ADB ,/,7/202 BENCHMARK: SHEET I DATE X/X/XX REG. N0. 42736 wwwggg.to FILE NO.: 20-408 LAYOUT 3 GP & CP Chatfield, MN 55923 TOP NUT HYDRANT ON SCHOOL BOULEVARD 300' WEST OF THE INTERSECTION WITH EDMONSON AVENUE NE. ELEV:965.13 OF 6 SHEETS City Council Agenda: 12/13/2021 4D. Consideration to approve a Development Stage Planned Unit Development and Preliminary Plat for Twin Pines Apartments, a 93 -unit multi -family residential project in a B-4 (Regional Business) District. Applicant: Kiellberg, Kent Prepared by: Meeting Date: ❑x Regular Agenda Item NAC, Community Development Director 12/13/2021 ❑ Consent Agenda Item Reviewed by: Approved by: Chief Building Official, Project Engineer, City Administrator Fire Marshal, Community & Economic Development Coordinator ACTION REQUESTED Decision 1: Consideration of adopting Resolution 2021-113 approving a development stage Planned Unit Development (PUD) for the Twin Pines Addition PUD District, subject to the Conditions in Exhibit Z, and based on findings in said resolution. The Planning Commission recommends approval 4-1. Decision 2: Consideration of adopting Resolution 2021-114 approving a Preliminary Plat for the Twin Pines Addition, subject to the Conditions in Exhibit Z, and based on findings in said resolution. The Planning Commission recommends approval 4-1. Rezoning action was also recommended for approval 4-1 by the Commission. Rezoning action occurs with the Final Plat and Final Stage PUD. REFERENCE AND BACKGROUND Property: PID: 155-221-000010 Legal: Outlot A, Monticello Business Center 6th Addn. Planning Case Number: 2021-047 Deadline for Decision: January 7, 2021 (60 -day deadline) March 8, 2021 (120 -day deadline) Land Use Designation: Commercial -Residential Flex Zoning Designation: B-4, Regional Business, Conditional Use Permit for Planned Unit Development 1 City Council Agenda: 12/13/2021 Overlays/Environmental Regulations Applicable: NA Current Site Uses: Vacant Outlot as future phase of a Planned Unit Development (originally part of a commercial PUD) Surrounding Land Uses: North: Commercial East: Medium Density Residential South: Powerline Easement/Manufactured Home Park West: Commercial Project Description: The project consists of site and building improvements resulting in a 93 -unit multi -family residential development, four stories of units over an underground parking garage, surface parking, and private open space. ANALYSIS: Comprehensive Plan /Land Use: The City previously approved the development stage PUD, preliminary plat, and land use requirements for the proposed multi -family building in January of 2020. Due to concerns related to impacts from Covid-19 pandemic which arose soon thereafter, further applications for final plat and final stage PUD were withheld by the applicants. The applicant sought previous extensions to the preliminary plat and Development Stage PUD approvals, which were granted by the City. The initial series of preliminary and development stage approvals expired in September 2021, and the applicants now seek to renew those approvals and proceed with the project. The prior applications for the proposed multi -family use included an amendment to the Comprehensive Plan reguiding this portion of the development for residential uses. The Comprehensive Plan amendment reguiding this portion of the property was adopted by the City in 2020. Since that time, the City has adopted a new Land Use Plan designating the site as Commercial -Residential Flex, which accommodates the proposed mix of land uses, including the proposed residential. The site was initially anticipated to develop under a Conditional Use Permit for Planned Unit Development as a series of commercial buildings which would share parking and a single access point to School Boulevard. The initial PUD plan envisioned as many as three additional commercial buildings around the perimeter of the site and a central parking area. 2 City Council Agenda: 12/13/2021 Consistent with the most recently approved applications for preliminary plat and PUD, the applicants seek to instead utilize the south portion of the site for multi -family residential. The applicants have worked through a series of alternative solutions to address the issues and conditions identified in the earlier Preliminary Plat and Development Stage PUD approval for the multi -family proposal. They propose 93 total units on four floors of residential use, with both an underground parking garage and a surface parking lot. Access would continue to be provided to the site through the existing access at School Boulevard and the existing parking lot (primarily anticipated to be the easterly of the two access aisles). As a PUD, the expectation is that the overall development design would show a superior alternative to a "standard" R-4, Multi -Family Residential design. The R-4 District, which would be the base district underlying the PUD zoning, incorporates a heavy emphasis on architecture, site planning, and green space as a baseline requirement for considering the conversion of land from commercial to residential. The current proposal makes only small changes to the primary access location along School Boulevard. This was recommended during the concept review, as opposed to a realigned entrance as originally proposed. Residential traffic entering the site will travel through the existing commercial parking lots (it is expected that the primary access route would be through the office lot to the east, rather than the veterinary clinic lot to the west). Traffic would then enter the surface parking lot provided for the residential building or choose to utilize the down - ramp aisle leading to the underground parking on the east side of the building. As a part of those prior approvals, the applicants would sign the traffic routing to encourage tenants of the multi -family facility to avoid use of the veterinary clinic parking area to the west. This design, together with the signage improvements, will work to address that property owner's concerns. It is noted that the original PUD continues to control, with joint access through the entire site, and no changes in those rights are made as a result of this approval. Staff's original concerns with the parking and access related to the sense of residential entry. Those concerns have been addressed with changes to the pavement surfaces, monumentation, and landscaping at the entrance to the project area, south of the commercial parking lots. The applicants will be required to submit additional signage detail reinforcing both the traffic patterns and the entrance monumentation as a part of the condition of approval and final stage review. Ordinance Requirements & PUD Flexibility: Parking, Access and Circulation. Parking is an area of flexibility being sought by the use of PUD on this project. The ordinance would expect a standard minimum supply of 2.25 parking spaces 3 City Council Agenda: 12/13/2021 per residential unit, with no more than 1.1 spaces per unit uncovered (the remaining required to be covered/underground). The proposed parking for the 93 -unit building is 76 spaces underground, and 80 spaces attributable to the residential building as surface parking, a total of 156 spaces or 1.7 spaces per unit. In reviewing parking supply for multi -family buildings of this type, staff has researched expected parking demand, and has found that spaces -per -bedroom to be a more reliable predictor of overall parking usage. Approximately .9 to 1.0 spaces per bedroom provides a more reasonable parking supply for multi -family buildings of this type. The proposed building contains 47 one -bedroom or studio units, 42 two-bedroom units, and 4 3 -bedroom units, a total of 143 bedrooms. Applying these parking numbers to the proposed building, the applicants propose 1.09 parking spaces per bedroom. While this does not meet the general code requirement, it would be expected to adequately serve the project. One issue of note would be that there are fewer underground spaces than units, so some residents will not have access to underground parking. The applicant has indicated a willingness to provide a cross -easement for parking with the adjacent commercial office building parking lot. For overnight parking, this should provide an effective measure if the need becomes evident. Staff would therefore recommend a requirement for the cross -parking agreement proposed between this project and Outlot A, which surrounds the commercial office building. One final aspect of this parking count: it is common that apartment managers will make underground parking available as an option to tenants that choose to pay an additional fee. This arrangement would not be workable on this site if the underground garage fails to fill up as too many residents would be seeking surface parking, which would have very little, if any, available overflow. As such, an operational requirement, to be included in the development agreement, would be that each of the underground spaces are included in the rent set for specific units so the parking generated by the project does not attempt to occupy the commercial parking lots. Pedestrian Circulation. Pedestrian connections to this site will be of paramount importance, given that the relatively dense site will rely on adjacent trail amenities to support access to adjacent public park facilities. Access to parkland to the east and south (including Pioneer Park and Featherstone Park, as well as the future park/water feature The Pointes at Cedar area being contemplated to the north) will be important considerations for a successful residential environment. In that regard, the applicant has improved sidewalk and trail connections throughout the proposed site and to School Boulevard, including a connection from the office building to the existing trail on School Boulevard. 4 City Council Agenda: 12/13/2021 Landscaping. As noted above, landscaping and green space are a potential issue on this site, given the limited land area (especially in the north entry area of the project). The applicants have provided an extensive landscaping plan for the site, exceeding the minimum requirements of the code. Since the time of the prior approval, the applicant has made extensive improvements to plans for the rear of the building, adding a paved patio area with amenities and significant landscaping treatments. The landscape plan indicates that all but one of the trees in the existing boundary plantings along the east border abutting the Autumn Ridge Townhomes will be removed, due primarily to required grading in that area. However, the planting plan shows an increase in overall replaced trees in that area, with 22 trees being removed, but as many as 40 new trees in that area. If there are significant changes to the site plan due to other review notes, the landscaping plan would need to be revised to demonstrate compliance with these notes. Lighting. The application does not include a lighting plan. This plan should be submitted for review as a part of any Final PUD package. Staff would note that care should be taken to minimize parking lot lighting on the residential building, and this may include consideration of existing parking lot lighting in the commercial areas of the site. A photometric plan should take this into consideration. Signage. No signage plan has been submitted at this point. Staff notes that each of the two existing buildings has a freestanding monument -style sign in the front yard along School Boulevard. Staff would require a coordinated sign plan to avoid additional free-standing signs in this space. Building Design. The plans show a four-story building from grade at the front (north) elevation. The same elevation from grade is maintained around the building, except for the lower -level access to the garage parking area on the east. If there is to be exposed areas of the lower garage level, staff would recommend that the approved exterior finish materials be extended to the finished grade, rather than exposed concrete block or other exposure. The proposed materials consist of a combination of brick along the first -floor exposure, and extending up the stairwell columns, with a variety of cement -board panels on the remainder of the building. A contrasting ribbed cement board panel extends around most of the upper parapet of the building. 5 City Council Agenda: 12/13/2021 The R-4 District requires at least 20% of the front exposure to consist of "enhanced materials" (such as brick), with cement board as a qualifying alternative material on the remainder of the building. The proposed building exceeds these minimum standards. In addition, the R-4 District requires a minimum "articulation" of at least three feet across the span of the primary roof line. The applicants have met this standard by including a series of vertical columns that extend above the main roof parapet, and a corner architectural feature at the northwest corner that extends to this additional elevation. The building height overall is not shown on the plans but appears to be approximately 40 feet to the main parapet. This should be confirmed with the applicants. The exterior finish includes suspended balconies for each unit. The materials are not specified but are presumed to be a finished metal. This should be verified as well. The applicant will also need to supply final square footage calculations for each of the proposed 93 units. The current R-4 standards require a minimum of 900 square feet total. The applicants will need to verify whether the units will meet the standard, or the level of flexibility under PUD that is requested. Utilities, Grading and Drainage. The City Engineer has provided comment on the grading, drainage, and utilities for the project in the Engineer's Letter dated December 2, 2021. Fire Code. At the time of this report, the Fire Department's comments were not available. The applications are therefore subject to the comments of the City's Fire Marshal. Accessory Use Requirements Trash Handling. The applicants have shown an exterior trash enclosure near the south end of the easterly office building. This enclosure is intended to handle trash for the commercial use. The applicants indicate that the trash handling for the proposed residential project will be indoors, consistent with other residential projects in the City. This is shown in the underground parking plan and through the conditions of approval re -verified. Plat Standards Preliminary/Final Plat. The project requires a plat to convert the current Outlot into a numbered lot and block for the development parcel, with an outlot remaining to serve the existing commercial office building. The applicant has provided a preliminary plat drawing which illustrates the replatting of Outlot A into a lot and block of approximately 2.5 acres and an outlot surrounding Lot 1, Block 1 of Twin Pines First Addition. The plat is subject to the City Engineer's review comments. 0 City Council Agenda: 12/13/2021 The Plat does not appear to alter the boundaries of the existing lots. In a revised narrative, the applicants have reconfirmed that the boundaries of the existing lots are not changing. The applicant will be required to provide cross -easements for access and other services throughout the site. Required plat perimeter easements are not shown. The preliminary plat is required to be revised to illustrate the required easements per the City Engineer. A vacation of the drainage and utility easement over the current outlot will also be required. The applicant shall petition for this vacation as part of the platting process, with new easements as required by the Subdivision Ordinance to be platted. As noted previously, the project anticipated joint access, parking, and utility services for commercial uses. The introduction of a residential use into the commercial PUD and/or its management association will require review to ensure that the site continues to be properly managed over the longterm. Therefore, a condition requiring the 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. Park Dedication As a residential subdivision, the development is subject to park dedication requirements. As of the time of this report, the PARC Commission had not yet met to provide a recommendation on dedication requirements for the new application. The PARC Commission had recommended a cash -in -lieu dedication with the 2019 approvals. Given the site layout and constraints, a cash dedication is likely to continue to be recommended by staff to the Commission, in addition to the pedestrian connections noted earlier in this report. This will be verified prior to the final plat and PUD approvals. Under State Statute 462.358, with platting or replatting, the City has the option of either requiring a land dedication for park, or the City can collect park dedication fees for purchase of park land at another location — referred to as "cash in lieu". The Park, Arts, & Recreation Commission's consideration is related to a recommendation for this allocation. Under Minnesota statutes, the City may set this fee to be equal to the value of raw land no later than at the time of final plat — this is the value of raw land that is immediately developable but is not yet actually developed. Currently, only residential plat projects are subject to park dedication in Monticello. Dedication is currently set at 11% of the land or cash -in -lieu equivalent. I. Budget Impact: The applicant has submitted a fee and escrow to cover the expenses associated with the request. II. Staff Workload Impact: Limited to review and preparation of the staff reports. 7 City Council Agenda: 12/13/2021 III. Comprehensive Plan Impact: Per report and recommendation. PLANNING COMMISSION REVIEW AND RECOMMENDATION The Planning Commission reviewed the requests for Rezoning, Preliminary Plat and Development Stage PUD and held a public hearing on the items on December 7, 2021. The Commission discussed the configuration of the access to School Boulevard, noting that the median presented some difficulty for turning movements at the site. Traffic was also discussed by the Commission. Planner Grittman noted that commercial uses are generally expected to generate more traffic than the proposed residential use. The Commission reconfirmed the parking requirements for the proposed unit count and clarified the unit count. The Commission noted that the project would need to manage parking supply during snow removal. The applicant did not address the Commission and no other public was present to address the Commission on the requests. In discussion, Commissioner Hagen noted The Pointes at Cedar project and questioned whether the proposed site should remain commercial, given other residential developed or proposed for The Pointes area. Planner Grittman responded that residential units are needed to support the level of commercial planned for The Pointes. Significant population density is needed to encourage commercial at The Pointes. The lack of direct commercial access and visibility was also noted as a limiting factor for the development of the proposed site as a commercial use. The Commission also discussed trail connections, with the proposed additional segment to School Boulevard from the office building noted as a positive and needed improvement. There was also discussion regarding the need to ensure that the berm and landscaping along the east edge was sufficient to reduce headlight glare for the Autumn Ridge neighborhood. Following the hearing and discussion, the Planning Commission recommended approval of the rezoning, preliminary plat and Development Stage PUD. Each decision was recommended 4-1, with Commissioner Hagen in dissent. STAFF RECOMMENDED ACTION With the proposed conditions identified in Exhibit Z, staff believes that the application is consistent with the prior approvals considered by the City Council in January of 2020. The applicant has worked to address the conditions of the prior approvals with the most recent submittal. Staff therefore recommends approval of both the Preliminary Plat and Development Stage PUD. Rezoning occurs with the final plat and final stage PUD approval. M City Council Agenda: 12/13/2021 Regarding the discussion held at Planning Commission about the relationship of this project to evolving Pointes at Cedar, staff continues to support the Twin Pines residential use. The Pointes at Cedar includes a significant amount of commercial development and density along Cedar Street. Given the changing commercial development landscape, staff believes that providing a critical mass of residents to support the development of commercial uses at The Pointes is crucial, including both Twin Pines and that within The Pointes itself. In addition, the development site's suitability for commercial is limited due to the lack of visibility and direct access to School Boulevard. Furthermore, the proposed residential use represents a transition between the medium -density townhome development to the east, the manufactured home neighborhood to the south and the retail to the west. Additionally, staff would continue to support direction of commercial activity to other appropriately guided and zoned locations in the community, including along 1-94 and in downtown Monticello. Finally, the site was previously reguided to support residential uses, a guidance that was carried forward in the current Monticello 2040 Plan. SUPPORTING DATA A. Resolution 2021-113, Development Stage PUD B. Resolution 2021-114, Preliminary Plat C. Resolution PC -2021-047, Rezoning to PUD D. Resolution PC -2021-048, Development Stage PUD E. Resolution PC -2021-049, Preliminary Plat F. Ordinance No. - DRAFT (considered at time of Final Stage PUD and Final Plat) G. Aerial Image H. Project Narrative and Revised Narrative I. Preliminary Plat J. Site & Civil Plans K. Floor Plans L. Building Elevations M. Parking Plans N. Plan Response Letter O. City Engineer's Letter, dated December 2nd, 2021 P. Trip & Parking Generation Memo Z. Conditions of Approval 0 City Council Agenda: 12/13/2021 EXHIBIT Z Conditions of Approval Kjellberg/Firm Ground PUD Rezoning, Development Stage PUD, Preliminary Plat Outlot A, Monticello Business Center 6` Addition 1. Site plan additions are made per the staff report (primarily signage and sign monumentation) to reinforce the entry and circulation to the residential area. 2. 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. 3. The Preliminary and Final plat shall include all easements, including perimeter easements per the direction of the City Engineer. 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. Each of the underground parking spaces are included in the rent set for specific units. 6. The property owner submit the required petition for vacation of drainage and utility easements over Outlot A, to be re-established on the plat per the City Engineer's direction. 7. The approved PUD provides attached or internal trash handling, rather than the detached trash enclosure area per a revised building plan and narrative. 8. The landscaping plan is revised consistent with any changes to the site plan to maintain plant quantities and buffering. 9. 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. 10. The grading and drainage plans are revised to preserve usable patio and green space in the south courtyard, rather than being sloped or utilized for stormwater retention. 11. The site plan is revised to comply with the comments of the fire department staff for code compliance, circulation and public safety aspects. 10 City Council Agenda: 12/13/2021 12. The applicant prepare and submit signage plans that incorporate existing signage, provide for consolidated entrance monument signage and avoid additional freestanding sign displays. 13. 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. 14. The applicant provides amended plans consistent with the requirements of the City Engineer's letter, dated December 2nd, 2021. 15. The applicant enters into a PUD and Plat development agreement at the time of final plat. 16. The applicant complies with additional conditions as recommended by other City staff and Planning Commission. 11 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2021-113 APPROVING A DEVELOPENT STAGE PLANNED UNIT DEVELOPMENT (PUD) FOR THE TWIN PINES ADDITION PUD DISTRICT WHEREAS, the applicant seeks to subdivide and develop a previously platted outlot to create a multifamily residential development and an outlot for shared accessory commercial uses, including parking; and WHEREAS, the applicant has submitted requests to rezone the land consistent with the proposed plat to a PUD zoning district; and WHEREAS, the PUD rezoning incorporates a request for PUD Development Stage review and approval; and WHEREAS, subject to approvals for the land use and plat actions, the proposed Development Stage PUD is consistent with the long-term use and development of the property for residential uses; and WHEREAS, the proposed Development Stage PUD is consistent with the requirements of the proposed zoning, subject to conditions recommended by the Planning Commission and required by the City Council; and WHEREAS, the Planning Commission held a public hearing on December 7th, 2021 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has recommended approval of the Development Stage Planned Unit Development; and WHEREAS, the City Council of the City of Monticello has considered all of the comments and the staff report of December 13th, 2021, which are incorporated by reference into the resolution; and WHEREAS, the City Council of the City of Monticello makes the following Findings of Fact in relation to the approval: The PUD provides an effective means of furthering the intent of the Comprehensive Plan designation of the site as Commercial -Residential Flex by providing for the development of multifamily and commercial uses in appropriate locations. 2. The proposed improvements on the site under the PUD are consistent with the needs of the development in this location. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2021-113 The improvements will facilitate the logical application of existing municipal public services, including sewer, water, stormwater treatment which have been planned to serve the property for the development as proposed. 4. The PUD is consistent with the intent of the City's economic development objectives, as well as with the intent of the City's zoning regulations. The PUD provides an opportunity to support district -wide and common improvements that will facilitate a variety of land uses and public spaces in the immediate area. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota, that the Monticello City Council approves the Development Stage PUD for the Twin Pines Addition, subject to the conditions listed in Exhibit Z of the staff report as follows: 1. Site plan additions are made per the staff report (primarily signage and sign monumentation) to reinforce the entry and circulation to the residential area. 2. 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. 3. The Preliminary and Final plat shall include all easements, including perimeter easements per the direction of the City Engineer. 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. Each of the underground parking spaces are included in the rent set for specific units. 6. The property owner submit the required petition for vacation of drainage and utility easements over Outlot A, to be re-established on the plat per the City Engineer's direction. 7. The approved PUD provides attached or internal trash handling, rather than the detached trash enclosure area per a revised building plan and narrative. 8. The landscaping plan is revised consistent with any changes to the site plan to maintain plant quantities and buffering. 9. 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. 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2021-113 10. The grading and drainage plans are revised to preserve usable patio and green space in the south courtyard, rather than being sloped or utilized for stormwater retention. 11. The site plan is revised to comply with the comments of the fire department staff for code compliance, circulation and public safety aspects. 12. The applicant prepare and submit signage plans that incorporate existing signage, provide for consolidated entrance monument signage and avoid additional freestanding sign displays. 13. 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. 14. The applicant provides amended plans consistent with the requirements of the City Engineer's letter, dated December 2nd, 2021. 15. The applicant enters into a PUD and Plat development agreement at the time of final plat. 16. The applicant complies with additional conditions as recommended by other City staff and Planning Commission. ADOPTED this 13th day of December 2021, by the City Council of the City of Monticello, Minnesota. ATTEST: Jennifer Schreiber, City Clerk MONTICELLO CITY COUNCIL IN 3 Lloyd Hilgart, Mayor CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2021-114 APPROVING A PRELIMINARY PLAT FOR THE TWIN PINES ADDITION WHEREAS, the applicant seeks to subdivide a previously platted outlot to create a multi -family residential parcel and an outlot for shared accessory commercial uses, including parking; and WHEREAS, the applicant has submitted requests to rezone the land consistent with the proposed plat; and WHEREAS, subject to approvals for the land use and zoning actions, the proposed Plat is consistent with the long-term use and development of the property for residential and commercial uses; and WHEREAS, the proposed Plat is consistent with the requirements of the proposed zoning districts, subject to conditions recommended by the Planning Commission and required by the City Council; and WHEREAS, the proposed Plat is consistent with the City's subdivision ordinance, subject to those recommendations of the City Engineer for easement and recommendations for park dedication; and WHEREAS, the Planning Commission held a public hearing on December 7th, 2021 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has recommended approval of the Preliminary Plat; WHEREAS, the City Council of the City of Monticello has considered all of the comments and the staff report of December 13th, 2021, which are incorporated by reference into the resolution; and WHEREAS, the City Council of the City of Monticello makes the following Findings of Fact in relation to the preliminary plat approval: The Plat provides an effective means of furthering the intent of the Comprehensive Plan for the site by provided for the development of multifamily and commercial uses in appropriate locations. The proposed improvements on the site under the Preliminary Plat are consistent with the needs of the development in this location as parcels in the area. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2021-114 The improvements will facilitate the logical application of existing municipal public services, including sewer, water, stormwater treatment which have been planned to serve the property for the development as proposed. 4. The Plat is consistent with the intent of the City's economic development objectives, as well as with the intent of the City's zoning regulations. The Plat provides an opportunity to support development that will facilitate a variety of land uses and public spaces in the immediate area. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota, that the Monticello City Council approves the Preliminary Plat for the Twin Pines Addition, subject to the conditions listed in Exhibit Z of the staff report as follows: 1. Site plan additions are made per the staff report (primarily signage and sign monumentation) to reinforce the entry and circulation to the residential area. 2. 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. 3. The Preliminary and Final plat shall include all easements, including perimeter easements per the direction of the City Engineer. 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. Each of the underground parking spaces are included in the rent set for specific units. 6. The property owner submit the required petition for vacation of drainage and utility easements over Outlot A, to be re-established on the plat per the City Engineer's direction. 7. The approved PUD provides attached or internal trash handling, rather than the detached trash enclosure area per a revised building plan and narrative. 8. The landscaping plan is revised consistent with any changes to the site plan to maintain plant quantities and buffering. 9. 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. 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2021-114 10. The grading and drainage plans are revised to preserve usable patio and green space in the south courtyard, rather than being sloped or utilized for stormwater retention. 11. The site plan is revised to comply with the comments of the fire department staff for code compliance, circulation and public safety aspects. 12. The applicant prepare and submit signage plans that incorporate existing signage, provide for consolidated entrance monument signage and avoid additional freestanding sign displays. 13. 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. 14. The applicant provides amended plans consistent with the requirements of the City Engineer's letter, dated December 2nd, 2021. 15. The applicant enters into a PUD and Plat development agreement at the time of final plat. 16. The applicant complies with additional conditions as recommended by other City staff and Planning Commission. ADOPTED this 13th day of December 2021, by the City Council of the City of Monticello, Minnesota. ATTEST: Jennifer Schreiber, City Clerk MONTICELLO CITY COUNCIL IN 3 Lloyd Hilgart, Mayor CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2021-047 RECOMMENDING APPROVAL OF AN AMENDMENT TO THE MONTICELLO ZONING ORDINANCE ESTABLISHING THE "TWIN PINES PUD DISTRICT", AND REZONING A PARCEL FROM B-4, REGIONAL BUSINESS TO TWIN PINES PUD DISRICT WHEREAS, the applicant seeks to replat and develop an outlot to create a multifamily residential development and parking and access; and WHEREAS, the is consistent with the land use designation for a portion of the property as Commercial -Residential Flex, and the applicant seeks to rezone the land consistent with the proposed plat; and WHEREAS, the PUD rezoning accompanies requests to plat and develop the parcel; and WHEREAS, subject to approvals for the land use and plat actions, the proposed PUD zoning is consistent with the long-term use and development of the property for residential uses; and WHEREAS, the proposed amendment is consistent with the requirements of the PUD zoning regulations, subject to conditions recommended by the Planning Commission and required by the City Council; and WHEREAS, the Planning Commission held a public hearing on December 7t", 2021 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The zoning amendment provides an effective means of furthering the intent of the Comprehensive Plan for the site by providing for the development of multifamily and commercial uses in appropriate locations. 2. The proposed improvements on the site under the development plans are consistent with the needs of the land uses in this location. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2021-047 3. The improvements will facilitate the logical application of existing municipal public services, including sewer, water, stormwater treatment which have been planned to serve the property for the development as proposed. 4. The development plan proposed with the amendment is consistent with the intent of the City's economic development objectives, as well as with the intent of the City's zoning regulations. 5. The amendment provides an opportunity to support mixed uses that will facilitate a variety of land uses in the immediate area. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the PUD zoning ordinance and rezones the subject property to the Twin Pines PUD District. ADOPTED this 7t" day of December, 2021, by the Planning Commission of the City of Monticello, Minnesota. MONTICL-LQ PLANNING COMMISSION By: ATTEST: PauIR`bnsor, Chair Angela Schuronn/C�mmunity Development Director 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2021-048 RECOMMENDING APPROVAL OF A DEVELOPENT STAGE PLANNED UNIT DEVELOPMENT (PUD) FOR THE TWIN PINES ADDITION PUD DISTRICT WHEREAS, the applicant seeks to subdivide and develop a previously platted outlot to create a multifamily residential development and an outlot to be reserved for future commercial uses; and WHEREAS, the applicant has submitted requests zone the land consistent with the proposed plat to a PUD zoning district; and WHEREAS, the PUD rezoning incorporates a request for PUD Development Stage review and approval; and WHEREAS, subject to approvals for the land use and plat actions, the proposed Development Stage PUD is consistent with the long-term use and development of the property for residential uses; and WHEREAS, the proposed Development Stage PUD is consistent with the requirements of the proposed zoning, subject to conditions recommended by the Planning Commission and required by the City Council; and WHEREAS, the Planning Commission held a public hearing on December 7th, 2021 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The PUD provides an effective means of furthering the intent of the Comprehensive Plan designation of the site as Commercial -Residential Flex by providing for the development of multifamily and commercial uses in appropriate locations. 2. The proposed improvements on the site under the PUD are consistent with the needs of the development in this location. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2021-048 3. The improvements will facilitate the logical application of existing municipal public services, including sewer, water, stormwater treatment which have been planned to serve the property for the development as proposed. 4. The PUD is consistent with the intent of the City's economic development objectives, as well as with the intent of the City's zoning regulations. 5. The PUD provides an opportunity to support district -wide and common improvements that will facilitate a variety of land uses and public spaces in the immediate area. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the Development Stage PUD for Twin Pines PUD District, subject to the conditions listed in Exhibit Z of the staff report as follows: 1. Site plan additions are made per the staff report (primarily signage and sign monumentation) to reinforce the entry and circulation to the residential area. 2. 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. 3. The Preliminary and Final plat shall include all easements, including perimeter easements per the direction of the City Engineer. 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. Each of the underground parking spaces are included in the rent set for specific units. 6. The property owner submit the required petition for vacation of drainage and utility easements over Outlot A, to be re-established on the plat per the City Engineer's direction. 7. The approved PUD provides attached or internal trash handling, rather than the detached trash enclosure area per a revised building plan and narrative. 8. The landscaping plan is revised consistent with any changes to the site plan to maintain plant quantities and buffering. 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2021-048 9. 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. 10. The grading and drainage plans are revised to preserve usable patio and green space in the south courtyard, rather than being sloped or utilized for stormwater retention. 11. The site plan is revised to comply with the comments of the fire department staff for code compliance, circulation and public safety aspects. 12. The applicant prepare and submit signage plans that incorporate existing signage, provide for consolidated entrance monument signage and avoid additional freestanding sign displays. 13. 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. 14. The applicant provides amended plans consistent with the requirements of the City Engineer's letter, dated December 2nd, 2021. 15. The applicant enters into a PUD and Plat development agreement at the time of final plat. 16. The applicant complies with additional conditions as recommended by other City staff and Planning Commission. ADOPTED this 7th day of December, 2021, by the Planning Commission of the City of Monticello, Minnesota. MONTICELL)LANNING COMMISSION By: Paul Konsor, Chair 3 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2021-048 ATTEST: Angela Scl fur'ra�rl Community Development Director CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2021-049 RECOMMENDING APPROVAL OF A PRELIMINARY PLAT FOR THE TWIN PINES ADDITION WHEREAS, the applicant seeks to subdivide an previously platted outlot to create a multi- family residential parcel; and WHEREAS, the applicant has submitted requests to rezone the land consistent with the proposed plat; and WHEREAS, subject to approvals for the land use and zoning actions, the proposed Plat is consistent with the long-term use and development of the property for residential and commercial uses; and WHEREAS, the proposed Plat is consistent with the requirements of the proposed zoning districts, subject to conditions recommended by the Planning Commission and required by the City Council; and WHEREAS, the proposed Plat is consistent with the City's subdivision ordinance, subject to those recommendations of the City Engineer for easement and recommendations for park dedication; and WHEREAS, the Planning Commission held a public hearing on December 7th, 2021 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The Plat provides an effective means of furthering the intent of the Comprehensive Plan for the site by provided for the development of multifamily and commercial uses in appropriate locations. 2. The proposed improvements on the site under the Preliminary Plat are consistent with the needs of the development in this location as parcels in the area. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2021-049 3. The improvements will facilitate the logical application of existing municipal public services, including sewer, water, stormwater treatment which have been planned to serve the property for the development as proposed. 4. The Plat is consistent with the intent of the City's economic development objectives, as well as with the intent of the City's zoning regulations. 5. The Plat provides an opportunity to support development that will facilitate a variety of land uses and public spaces in the immediate area. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the Preliminary Plat for the Twin Pines Addition, subject to the conditions listed in Exhibit Z of the staff report as follows: 1. Site plan additions are made per the staff report (primarily signage and sign monumentation) to reinforce the entry and circulation to the residential area. 2. 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. 3. The Preliminary and Final plat shall include all easements, including perimeter easements per the direction of the City Engineer. 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. Each of the underground parking spaces are included in the rent set for specific units. 6. The property owner submit the required petition for vacation of drainage and utility easements over Outlot A, to be re-established on the plat per the City Engineer's direction. 7. The approved PUD provides attached or internal trash handling, rather than the detached trash enclosure area per a revised building plan and narrative. 8. The landscaping plan is revised consistent with any changes to the site plan to maintain plant quantities and buffering. 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2021-049 9. 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. 10. The grading and drainage plans are revised to preserve usable patio and green space in the south courtyard, rather than being sloped or utilized for stormwater retention. 11. The site plan is revised to comply with the comments of the fire department staff for code compliance, circulation and public safety aspects. 12. The applicant prepare and submit signage plans that incorporate existing signage, provide for consolidated entrance monument signage and avoid additional freestanding sign displays. 13. 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. 14. The applicant provides amended plans consistent with the requirements of the City Engineer's letter, dated December 2nd, 2021. 15. The applicant enters into a PUD and Plat development agreement at the time of final plat. 16. The applicant complies with additional conditions as recommended by other City staff and Planning Commission. ADOPTED this 7th day of December, 2021, by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION By: Paul Konsor, Chair CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2021-049 ATTEST: Angela SchughVnh, Community Development Director ORDINANCE NO. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING TITLE 10 OF THE MONTICELLO CITY CODE, KNOWN AS THE ZONING ORDINANCE, BY ESTABLISHING THE TWIN PINES PUD AS A ZONING DISTRICT IN THE CITY OF MONTICELLO, AND REZONING THE FOLLOWING PROPERTY FROM B-4, REGIONAL BUSINESS DISTRICT TO TWIN PINES PUD, PLANNED UNIT DEVELOPMENT: LOT 1 BLOCK 1; TWIN PINES ADDITION THE CITY COUNCIL OF THE CITY OF MONTICELLO HEREBY ORDAINS: Section 1. Section 2.4(P) — Planned Unit Developments, Title 10 — Zoning Ordinance is hereby amended by adding the following: U Twin Pines PUD District (a) Purpose. The purpose of the Twin Pines PUD District is to provide for the development of certain real estate subject to the District for multiple family residential land uses. (b) Permitted Uses. Permitted principal uses in the Twin Pines PUD District shall be multiple family residential uses as found in the R-4, Medium -High Density Residential District of the Monticello Zoning Ordinance, subject to the approved Final Stage Development Plans dated , and development agreement dated , 2022, as may be amended. The introduction of any other use from any district shall be reviewed under the requirements of the Monticello Zoning Ordinance, Chapter 2, Section (0) — Planned Unit Developments for Development Stage PUD and Final Stage PUD. (c) Accessory Uses. Accessory uses shall be those commonly accessory and incidental to residential uses as specifically identified by the approved final stage PUD plans. (d) District Performance Standards. Performance standards for the development of any lot in the Twin Pines PUD District shall adhere to the approved final stage PUD plans and development agreement. In such case where any proposed improvement is not addressed by the final stage PUD, then the regulations of the R-4, Medium -High Density Residential District shall apply. (e) Amendments. Where changes to the PUD are proposed in the manner ORDINANCE NO. of use, density, site plan, development layout, building size, mass, or coverage, or any other change, the proposer shall apply for an amendment to the PUD under the terms of the Monticello Zoning Ordinance, Section 2.4 (P)(10). The City may require that substantial changes in overall use of the PUD property be processed as a new project, including a zoning district amendment. Section 2. The zoning map of the City of Monticello is hereby amended to rezone the following described parcels from B-4, Regional Business District to Twin Pines PUD District, Planned Unit Development: Lot 1, Block 1, Twin Pines Addition Section 3. The City Clerk is hereby directed to mark the official zoning map to reflect this ordinance. The map shall not be republished at this time. Section 4. The City Clerk is hereby directed to make the changes required by this Ordinance as part of the Official Monticello City Code, Title 10, Zoning Ordinance, and to renumber the tables and chapters accordingly as necessary to provide the intended effect of this Ordinance. The City Clerk is further directed to make necessary corrections to any internal citations that result from said renumbering process, provided that such changes retain the purpose and intent of the Zoning Ordinance as has been adopted. Section 5. This Ordinance shall take effect and be in full force from and after its passage and publication. The ordinance in its entirety and map shall be posted on the City website after publication. Copies of the complete Ordinance and map are available online and at Monticello City Hall for examination upon request. ADOPTED BY the Monticello City Council this day of , 2022 ATTEST: Jennifer Schreiber, City Clerk AYES: NAYS: Lloyd Hilgart, Mayor 2 Request for Rezoning to PUD, Development Stage PUD and Preliminary Plat Outlot A, Monticello Business Center 6th Addition 1155221000010 1 182 ft�ftt r I d mow• ST Created by: City of Monticello !'FIRM OROUN� architecture I planning I interior design "Your well-built project begins and endures on Firm Ground" November 19, 2021 City of Monticello Community Development Attn: Angela Schumann 505 Walnut Street, Suite Monticello, MN 55362 Dear Angela, For your review are Firm Ground's application items for the property described in the attached Land Use Application form. These responses have been reviewed and updated from the applicant's first PUD Development Stage submission from November of 2019. • A listing of contact information including name(s), address(es) and phone number(s) of: the owner of record, authorized agents or representatives, engineer, surveyor, and any other relevant associates Owner of record: Kent Kjellberg 1000 Kjellberg's Park Monticello, MN 55362 Phone: 763-295-2931 Email: Kiellbergspark&gmail.com Owner's Development Consultant: Christopher Haas 2680 Sneling Ave N, Suite 100 Roseville, MN 55113 Phone: 612-810-4227 Email: c.haasgkwcommercial.com Owner's representative (Architect) Tom Wasmoen 275 Market Street, Suite 368 Minneapolis, MN 55405 Phone: 612-819-1835 Email: twasmoen(cfirmgroundae.com Civil Engineer & Surveyor Firm Ground Architects 275 Market Street, Suite 368 Minneapolis, Minnesota 55405 612.819.1835 info@firmgroundae.com www.firmgroundae.com rkFIRM GROUND architecture I planning I interior design Civil Site Group Patrick Sarver 4934 W. 35th Street, Suite 200 St. Louis Park, MN 55416 Phone: 612-615-0060 Email: psarver(ccivilsitegroup.com A listing of the following site data: Address, current zoning, parcel size in acres and square feet and current legal description(s); o Address: site does not have a street address; it is located on School Boulevard immediately east of the Walmart located at 9320 Cedar Street. The Parcel ID is 155221000010 o Current zoning: B-4 o Parcel size: 152,151.33 square feet, 3.49 acres o Current partial legal description: Sect -14 Twp -121 Range -025 MONTICELLO BUSINESS CENTER 6TH OUTLOT A • A narrative explaining the applicant's proposed objectives for the PUD amendment, and public values that the applicant believes may be achieved by the project The applicant seeks to build a 93 -unit apartment building that offers a modern, comfortable and convenient lifestyle for renters in Monticello. With the consistently full occupancy of the nearby Monticello Crossings, we believe that another multi family development of this scale would be a benefit to the community as another distinctive living option. We are proposing a mix of studios, I bedroom, 2 -bedroom and 3 -bedroom units. Most units will either be 1 bedroom or 2 bedrooms. Main access to the building will occur at the main entrance under a covered drop off that faces north. This is accessed from a driveway from School Boulevard to the north that also serves the existing businesses in the parcels on the interior borders of the property in question. A green space will project north from this covered drop off that will give the building an enhanced sense of arrival. The site access between these two parcels (one of which is also owned by Mr. Kjellberg) and the proposed development will be designed to maximize ease of access and efficiency. Ramp access to the below grade parking level is located on the eastern half of the building while surface parking will be provided in front of the building. Pedestrian pathways will be provided across the site to connect all the Firm Ground Architects 275 Market Street, Suite 368 Minneapolis, Minnesota 55405 612.819.1835 info@firmgroundae.com www.firmgroundae.com rkFIRM GROUND architecture I planning I interior design entrances as well as outdoor amenity space. This site design will facilitate a distinguished and attractive living destination while also accommodating and strengthening the adjacent businesses. The design intent of the new building is to apply the latest technology, materials and trends in lifestyle housing in an appealing combination that will capture a certain timelessness and be fresh and attractive for years to come. Materials will be selected for their durability, constructability and textural appeal. A combination of brick, glass, and fiber cement siding will create an interesting fagade and low maintenance exterior finishes. The proposed material palette is both contemporary and dignified. Dark grey brick and rhythmic white paneling are accented by areas of the warmer sandstone -textured fiber cement and sleek vertical ribbed fiber cement. It is important to create a dynamic and balanced facade with the way in which the materials accent each other. The proposed site plan aims to create a sense of arrival and entry while minimizing the impact on the existing businesses and parking lots. The specialty pavement radius and signage/landscape feature at the north end of the parcel will create an efficient and safe means of navigating to the businesses and apartment building. The center of the radius carries the potential of establishing an attractive and dignified arrival to the development. This sense of entry is reinforced with the canopy over the main pedestrian entrance to the proposed building. Overall, this site plan minimizes wasteful and costly demolition of the existing pavement on site, creates a compact surface parking lot dedicated to residents and facilitates ample space for a surface pond feature at the southern low point of the site for stormwater. We believe this layout reinforces the destination of an attractive, modern building while also proving highly practical and responsible. 93 units in the project allow us to dedicate space to a club room and lounge for social activities to support the creation of a sense of community. These rooms will provide comfy and cozy space, filled with natural light and a hearth to create a focal point and sense of place. The mailboxes will be incorporated into the area to further create opportunities for spontaneous social interactions and tables, chairs and a coffee server will be located in this area to give people a reason to tarry in the space a bit longer and enjoy the company of their neighbors. Firm Ground Architects 275 Market Street, Suite 368 Minneapolis, Minnesota 55405 612.819.1835 info@firmgroundae.com www.firmgroundae.com rkFIRM GROUND architecture I planning I interior design Exterior space will include a patio with built in BBQ grills, trellis or other space defining elements that make the patio both attractive and useful. This space is envisioned as another bustling social gathering space for residents and friends to unwind and relax with one another. With an attractive contemporary building and units design, this proposed project has the potential to be a popular addition to Monticello's renter housing market. We believe it will enhance Monticello's businesses by attracting younger renters and families to the community who seek modern housing amenities in a growing and charming community near the Twin Cities. • A listing of general information including the number of proposed residential units, commercial and industrial land uses by category of use, public use areas including a description of proposed use, and any other land use proposed as part of the PUD o 93 proposed residential uses o The sole proposed use for this site is the 93 unit apartment building with associated resident amenities and parking. We are also proposing re -calibrating parking for the existing businesses on the north part of the land to work concurrently with our site circulation and access as shown in our Civil plans. • Calculation of the proposed density of the project and the potential density under standard zoning regulations, including both gross density and net density, accounting for developable and undevelopable land. Undevelopable land shall include all wetlands, floodplains, sensitive ecological areas identified in the Natural Resource Inventory, slopes greater than 18%, poor soils and areas of concentrated woodlands o While a survey or soil borings has not yet been completed at this stage, we do not anticipate any undevelopable land on the parcel o The survey calculates a parcel area of 3.49 acres, with which our proposed 93 units provides a unit density of 26.65 units/acre, which doe exceed the R-4 maximum density of 25. We are seeking flexibility to allow this additional unit/acre ratio. • Outline a conceptual development schedule indicating the approximate date when construction of the project, or stages of the same, can be expected to begin and be completed (including the proposed phasing of construction of public improvements and recreational and common space areas) Firm Ground Architects 275 Market Street, Suite 368 Minneapolis, Minnesota 55405 612.819.1835 info@firmgroundae.com www.firmgroundae.com rkFIRM GROUND architecture I planning I interior design o Ideally, we'd be targeting an early spring (2022) construction start assuming final City approvals and final plat happen at the January and February City Council meetings. Typically for a project of this size, we'd expect a 12 month construction timeframe. • A listing of the areas of flexibility from the standard zoning sought through the use of PUD design. o Following the R-4 zoning standards, we believe we will meet building setback and design standards. We'd be seeking flexibility with regards to the density as discussed above, as well as the parking standards. We have proposed 93 units in order to maximize the economics of a multi -family building at this site. Similar to our 2019 PUD application, we would not be able to achieve the parking requirement of 2.25 stalls/unit and are seeking flexibility to provide 1 stall per bedroom instead. o We would be seeking flexibility regarding roof design- it is our understanding that a pitched 5:12 roof is required. To achieve the aesthetic we have envisioned, we would ask for flexibility to have a flat roof with parapets. Firm Ground Architects 275 Market Street, Suite 368 Minneapolis, Minnesota 55405 612.819.1835 info@firmgroundae.com www.firmgroundae.com !'FIRM OROUN� architecture I planning I interior design "Your well-built project begins and endures on Firm Ground" November 19, 2021 City of Monticello Community Development Attn: Angela Schumann 505 Walnut Street, Suite Monticello, MN 55362 Dear Angela, For your review are Firm Ground's application items for the property described in the attached Land Use Application form. These responses have been reviewed and updated from the applicant's first PUD Development Stage submission from November of 2019. • A listing of contact information including name(s), address(es) and phone number(s) of: the owner of record, authorized agents or representatives, engineer, surveyor, and any other relevant associates Owner of record: Kent Kjellberg 1000 Kjellberg's Park Monticello, MN 55362 Phone: 763-295-2931 Email: Kiellbergspark&gmail.com Owner's Development Consultant: Christopher Haas 2680 Sneling Ave N, Suite 100 Roseville, MN 55113 Phone: 612-810-4227 Email: c.haasgkwcommercial.com Owner's representative (Architect) Tom Wasmoen 275 Market Street, Suite 368 Minneapolis, MN 55405 Phone: 612-819-1835 Email: twasmoen(cfirmgroundae.com Firm Ground Architects 275 Market Street, Suite 368 Minneapolis, Minnesota 55405 612.819.1835 info@firmgroundae.com www.firmgroundae.com rkFIRM GROUND architecture I planning I interior design Civil Engineer & Surveyor Civil Site Group Patrick Sarver 4934 W. 35th Street, Suite 200 St. Louis Park, MN 55416 Phone: 612-615-0060 Email: psarver&civilsitegroup.com A listing of the following site data: Address, current zoning, parcel size in acres and square feet and current legal description(s); o Address: site does not have a street address; it is located on School Boulevard immediately east of the Walmart located at 9320 Cedar Street. The Parcel ID is 155221000010 o Current zoning: B-4 o Parcel size: 152,151.33 square feet, 3.49 acres o Current partial legal description: Sect -14 Twp -121 Range -025 MONTICELLO BUSINESS CENTER 6TH OUTLOT A • A narrative explaining the applicant's proposed objectives for the PUD amendment, and public values that the applicant believes may be achieved by the project The applicant seeks to build a 93 -unit apartment building that offers a modern, comfortable and convenient lifestyle for renters in Monticello. With the consistently full occupancy of the nearby Monticello Crossings, we believe that another multi family development of this scale would be a benefit to the community as another distinctive living option. We are proposing a mix of studios, 1 bedroom, 2 -bedroom and 3 -bedroom units. Most units will either be 1 bedroom or 2 bedrooms. Main access to the building will occur at the main entrance under a covered drop off that faces north. This is accessed from a driveway from School Boulevard to the north that also serves the existing businesses in the parcels on the interior borders of the property in question. A green space will project north from this covered drop off that will give the building an enhanced sense of arrival. The site access between these two parcels (one of which is also owned by Mr. Kjellberg) and the proposed development will be designed to maximize ease of access and efficiency. Ramp access to the below grade parking level is located on the eastern half of the building while surface parking will be provided in front of the building. Pedestrian pathways will be provided across the site to connect all the Firm Ground Architects 275 Market Street, Suite 368 Minneapolis, Minnesota 55405 612.819.1835 info@firmgroundae.com www.firmgroundae.com rkFIRM GROUND architecture I planning I interior design entrances as well as outdoor amenity space. This site design will facilitate a distinguished and attractive living destination while also accommodating and strengthening the adjacent businesses. The design intent of the new building is to apply the latest technology, materials and trends in lifestyle housing in an appealing combination that will capture a certain timelessness and be fresh and attractive for years to come. Materials will be selected for their durability, constructability and textural appeal. A combination of brick, glass, and fiber cement siding will create an interesting fagade and low maintenance exterior finishes. The proposed material palette is both contemporary and dignified. Dark grey brick and rhythmic white paneling are accented by areas of the warmer sandstone -textured fiber cement and sleek vertical ribbed fiber cement. It is important to create a dynamic and balanced facade with the way in which the materials accent each other. The proposed site plan aims to create a sense of arrival and entry while minimizing the impact on the existing businesses and parking lots. The specialty pavement radius and signage/landscape feature at the north end of the parcel will create an efficient and safe means of navigating to the businesses and apartment building. The center of the radius carries the potential of establishing an attractive and dignified arrival to the development. This sense of entry is reinforced with the canopy over the main pedestrian entrance to the proposed building. Overall, this site plan minimizes wasteful and costly demolition of the existing pavement on site, creates a compact surface parking lot dedicated to residents and facilitates ample space for a surface pond feature at the southern low point of the site for stormwater. We believe this layout reinforces the destination of an attractive, modern building while also proving highly practical and responsible. 93 units in the project allow us to dedicate space to a club room and lounge for social activities to support the creation of a sense of community. These rooms will provide comfy and cozy space, filled with natural light and a hearth to create a focal point and sense of place. The mailboxes will be incorporated into the area to further create opportunities for spontaneous social interactions and tables, chairs and a coffee server will be located in this area to give people a reason to tarry in the space a bit longer and enjoy the company of their neighbors. Firm Ground Architects 275 Market Street, Suite 368 Minneapolis, Minnesota 55405 612.819.1835 info@firmgroundae.com www.firmgroundae.com rkFIRM GROUND architecture I planning I interior design Exterior space will include a patio with built in BBQ grills, trellis or other space defining elements that make the patio both attractive and useful. This space is envisioned as another bustling social gathering space for residents and friends to unwind and relax with one another. With an attractive contemporary building and units design, this proposed project has the potential to be a popular addition to Monticello's renter housing market. We believe it will enhance Monticello's businesses by attracting younger renters and families to the community who seek modern housing amenities in a growing and charming community near the Twin Cities. <<Additions to narrative, December 2, 2021» Furthermore, City staff has requested some clarification to be included in this narrative regarding some site design elements, which are described here. On the northeast portion of the developed area, there is a trash enclosure indicated south of the Kjellberg Office Building. This trash enclosure is solely for that existing office building- it is indicated on the removals plan as being relocated to accommodate our new site circulation for access to the apartment building. This trash enclosure will be built to match its existing state. The proposed apartment building has two dedicated trash rooms for its residents: one on the first floor and one in the parking garage level. Staff has also requested, in writing, confirmation that the property lines as shown on the civil plans and plat documents will not change. The plat document proposes official and binding property lines if approved, so this text is meant to serve as further written confirmation of that fact that they will not move. Finally, please note on the submitted civil site plan that there is a "No Entry" sign located on the west side of the curved stamped pavement area between the apartment development and existing veterinarian office to discourage residents from using that parking lot for site circulation. <<End of additions to narrative>> • A listing of general information including the number of proposed residential units, commercial and industrial land uses by category of use, public use areas including a description of proposed use, and any other land use proposed as part of the PUD Firm Ground Architects 275 Market Street, Suite 368 Minneapolis, Minnesota 55405 612.819.1835 info@firmgroundae.com www.firmgroundae.com rkFIRM GROUND architecture I planning I interior design o 93 proposed residential uses o The sole proposed use for this site is the 93 unit apartment building with associated resident amenities and parking. We are also proposing re -calibrating parking for the existing businesses on the north part of the land to work concurrently with our site circulation and access as shown in our Civil plans. • Calculation of the proposed density of the project and the potential density under standard zoning regulations, including both gross density and net density, accounting for developable and undevelopable land. Undevelopable land shall include all wetlands, floodplains, sensitive ecological areas identified in the Natural Resource Inventory, slopes greater than 18%, poor soils and areas of concentrated woodlands o While a survey or soil borings has not yet been completed at this stage, we do not anticipate any undevelopable land on the parcel o The survey calculates a parcel area of 3.49 acres, with which our proposed 93 units provides a unit density of 26.65 units/acre, which doe exceed the R-4 maximum density of 25. We are seeking flexibility to allow this additional unit/acre ratio. • Outline a conceptual development schedule indicating the approximate date when construction of the project, or stages of the same, can be expected to begin and be completed (including the proposed phasing of construction of public improvements and recreational and common space areas) o Ideally, we'd be targeting an early spring (2022) construction start assuming final City approvals and final plat happen at the January and February City Council meetings. Typically for a project of this size, we'd expect a 12 month construction timeframe. • A listing of the areas of flexibility from the standard zoning sought through the use of PUD design. o Following the R-4 zoning standards, we believe we will meet building setback and design standards. We'd be seeking flexibility with regards to the density as discussed above, as well as the parking standards. We have proposed 93 units in order to maximize the economics of a multi -family building at this site. Similar to our 2019 PUD application, we would not be able to achieve the parking requirement of 2.25 stalls/unit and are seeking flexibility to provide 1 stall per bedroom instead. Firm Ground Architects 275 Market Street, Suite 368 Minneapolis, Minnesota 55405 612.819.1835 info@firmgroundae.com www.firmgroundae.com rkFIRM GROUND architecture I planning I interior design o We would be seeking flexibility regarding roof design- it is our understanding that a pitched 5:12 roof is required. To achieve the aesthetic we have envisioned, we would ask for flexibility to have a flat roof with parapets. Firm Ground Architects 275 Market Street, Suite 368 Minneapolis, Minnesota 55405 612.819.1835 info@firmgroundae.com www.firmgroundae.com PRELIMINARY PLAT: TWIN PINES FIRST ADDITION \9s4 L ♦ / sss` �, 12„ 9 L - 6S 5653 `;'� � \ \ - A \ � 49y C �oJ �''9J, cgs 9 52 , a i < �' \ rn RSR r \ 0 Tc, sss2 O — — — — � Z� \ • \TCS 6520 — � � C,�- - r0 n TCc9, • G \ _ / A ' moa / / v / 9s6 ss 9 X / Rim --964 04 96659 \ a 6 TC<g646C'9 /Invx933S1 6 >�J/ (Recp�cis SFO � V Qlj ' � 7C"963 23 cu �/ rn " / / TCL,9 ��o 'n,� 965-68 / SCO fa -962 83 11 � \_1rner //in 96435 NI \ 96 65 I / , R 1 (0t- 64� a / `�' � °�nv9�s�` -Drainage and Utility co � Easement over all of 4° / 96 4 06 °� rn� OUtIOt A � 5 � E / i -� �� i —fDIP o <n SYN \ \�� ~� T�SS4 /8 4„ L� N / Z, �A C8R q„ T Y R OT \ g., rn SMH 62 / IJ / s/ �\��^(� \`J��sssy�3` t \ N,3 4900 AN /� 5A3 o �Fe \ \ '' 23„w \ (Pe420�NJ ° I m / \ _ / ✓ / N 68� \ . , / g _J I/V NOTA c / j ��° \cry I i� / ° �VDE 0p CO S RiM / a C o sss r% / rn 4” _ ( 9666" •+. ^i T P\ °4� Cl�ge A , 50 rn i\ \'J� �E \ ^ e ` o I h $5849 /,j 468 a \, �p h(v�5g�y/6( \ t� i� ti` SI) I I a R�oros) s( T' o / \ 630 ',• (p I I < / / / ^ / / 6� S9 Sof, rJ' g ,10 810 1 0/1 14 4 22. \` ( l X591) ?1C� ' PCgT, R / / ^ \ S4J \ X33 /V Y9 �7 �Mcv,965s5 m sd406 ��a\s ao �h 62 °'OI9 6� r 96550. .0) s 231 I�3 .9 v 967 40 m f y (_ \ N /ti /1h496g c� 4'23„� �. I I / (- - S�3 9\ �e w 900 z T�u9B5a°>° \ °nc/os Ute I 5 I X46 �'��9 \` N16OI�31 F N�3 4j60 �Xg �I \ 3�qZ,-o w 221, \ rnfo / 2q. 9;t” g65 -5-3 96h V/ \6 X ds T LC/ o N� SPP/ R,� >> M /n 78 a68/8 T / / / / / �6 �� 96292 Illy 6g / (QOM / ' \ N \ \ A / 00 /X96% / ©\� X9 V I /; \\\`� \ 6„ r \ �� v CBR jo, ooh\\ \ / X`�' / \ ,Ti SMH X 9629 / I CBR m=96 r <\ ( S P V % - Igo a 60 / c0 I69 Z / S 26 �� IN s, EJ 96S�2 / y6278 I X I g668\ I / / S6\ i \ A \ Rim,H98 / I 0� / 200 .,/ 60 X I I _ I \ \ I 96� / / � 1 m � PFS 41' r I 56\h2� \ �Wo \ 96, I 5" / M\— X /� V rn 2y 06 e X X 66 / ^N66o �5„ SP� 6\ k5 x�62�.1 �„�� \ `964— — — / / / X 9 / �---963- xI SP�7�o (5„ SPR/ _ /xg60 J /I I / I I 6 14 // \ 6J X \ o/ry Ib I -t A XPR 1Z Ix 95abl 61-10 \ �}' < r < 5 I I \ ' � - / I�l� '// �0'X962 / \\ 96'17` 4 SP 'S\ 95960 4. < / / r 3 i5 X 62 I 1 95957 / k / I/ J I S0 28 I/ X 962 e� 41I SPPo X 96\55 9 X 69 5a U\x959 \ 4 SP / Xa 373 0%\ \ \�62 26 96 9y9 �'S 96L I U\ X 95,, 6 uy& v\ \ J/ 909 �/ �9y6 /0 / I 6 I C anl;�7/ .I.. 5529 PRELIMINARY PLAT GENERAL NOTES LEGAL DESCRIPTION: Parcel 1: Outlot A, Monticello Business Center 6th Addition, Wright County, Minnesota. Abstract Property Parcel 2: Non-exclusive easement for ingress and egress as contained in Reciprocal Driveway Easement and Maintenance Agreement dated September 12, 2011, reorded January 26, 2012, as Document No. A1193270. Wright County, Minnesota Abstract Property DATE OF PREPARATION: 11-15-2019 OWNER/APPLICANT: Kjellbergs Business Center Incorporated BENCHMARKS: Elevations are based on the NGVD 29 Datum. Site Benchmark is the top nut hydrant located on School Blvd, having an elevation of 968.10. AREAS: OUTLOT A= 43,307 Sq. Ft. or 0.9942 Acres Lot 1 = 109,630 Sq. Ft. or 2.5106 Acres Total = 152,937 Sq, Ft. or 3.512 Acres FLOOD ZONE DESIGNATION: This property is contained in Zone X (area determined to be outside the 0.2% annual chance floodplain) per Flood Insurance Rate Map, Community Panel No. 270534 0015 B ,effective date of August 4, 1988. Rory L. Synstelien Minnesota License No. 44565 rory@civilsitegroup.com 50 25 0 25 50 100 SCALE IN FEET C�OVRO SRO�e M OO M IP ,ivil Engineering • Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 O LO LO N Z Ln i C r ■� Z (f)o O C /D (0 t1 co L_ 4- 0 O O fn yr co �Q) V � ■ CV O LULU W U I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. Y L. S LIEN DATE 11-15-19 LICENSE No. 44565 QA/QC FIELD CREW . DRAWN BY JRN REVIEWED BY UPDATED BY 1 /.-\ VICINITY MAP 1 V1 0 ■ COPYRIGHT 2019 CIVIL SITE GROUP INC. Linetype & Symbol Legend SITE FO FIBER OPTIC SIGN ❑a AIR CONDITIONER Qu UTILITY MANHOLE Gas GASMAIN ® BOLLARD QS SANITARY MANHOLE WATERMAIN © ELECTRIC MANHOLE " SANITARY SEWER STORM MANHOLE n STORM SEWER CATCH BASIN ° FLAG POLE HU FLARED END SECTION" ® ROOF DRAIN TEL TELEPHONE LINE GAS VALVE ❑T TELEPHONE BOX ELE ELECTRIC LINE REVISION SUMMARY TELEPHONE MANHOLE HANDICAP SYMBOL CTV CABLE LINE DATE DESCRIPTION x CHAINLINK FENCELINE ® ELECTRIC TRANSFORMER �O' HYDRANT 11 WOODEN FENCELINE ® TRAFFIC SIGNAL OO WATER MANHOLE oo— GUARDRAIL © CABLE TV BOX g WATER VALVE a CONCRETE SURFACE ELECTRICAL METER -0- POWER POLE © GUY WIRE PROJECT NO.19332 PAVER SURFACE GAS METER CONIFEROUS TREE PRELIMINARY PLAT • FOUND IRON MONUMENT BITUMINOUS SURFACE O SET IRON MONUMENT 0 DECIDUOUS TREE 0 CAST IRON MONUMENT GRAVEL/LANDSCAPE SURFACE V1 0 ■ COPYRIGHT 2019 CIVIL SITE GROUP INC. MONTIC LLO, MINNESOTA ISSUED FOR: CITY RESUBMITTAL Culver's Sherwin-Williams pplebees Grill + Bar Paint Store am 25 to r / Chiba Buffet Aspen Dental Buffalo Wild Wings r I r" J f 0 SITE LOCATION MAP AlN ARCHITECT: FIRM GROUND 275 MARKET STREET, STE. 368 MINNEAPOLIS, MN 55405 PHONE: 612-819-1835 WWW.FIRMGROUNDAE.COM 191118q, ENGINEER / LANDSCAPE ARCHITECT: CIVIL SITE GROUP 4931 W 35TH STREET SUITE 200 ST LOUIS PARK, MN 55416 612-615-0060 SURVEYOR: CIVIL SITE GROUP 4931 W 35TH STREET SUITE 200 ST LOUIS PARK, MN 55416 612-615-0060 GEOTECHNICAL ENGINEER: TBD ALDI 9 Dollar Tree Walmart Bakery / ft%, 5cbool Blvd Monticello Pet Hl (Pita] C�1 Walmart Supercenter I / I / / / a / / 4 777 Mille en Belinda van Beek 0t.. SITE LOCATION DEVELOPER / PROPERTY OWNER: Owner of record: Kirk Kjellberg 1000 Kjellberg's Park Monticello, MN 55362 Phone: 763-295-2931 Email: Kjellbergspark@gmail.com Owner's Business Partner Angie Wehmhoff 1000 Kjellberg's Park Monticello, MN 55362 Phone: 763-272-3387 Email: angiewehmhoff@hotmail.com Owner's Development Consultant: Christopher Haas 2680 Sneling Ave N, Suite 100 Roseville, MN 55113 Phone: 612-810-4227 Email: c.haas@kwcommercial.com Know what's below. Call before you dig. SHEETINDEX SHEET NUMBER SHEET TITLE C0.0 TITLE SHEET 4 SITE SURVEY C1.0 Q C2.0 SITE PLAN C3.0 GRADING PLAN 0t.. SITE LOCATION DEVELOPER / PROPERTY OWNER: Owner of record: Kirk Kjellberg 1000 Kjellberg's Park Monticello, MN 55362 Phone: 763-295-2931 Email: Kjellbergspark@gmail.com Owner's Business Partner Angie Wehmhoff 1000 Kjellberg's Park Monticello, MN 55362 Phone: 763-272-3387 Email: angiewehmhoff@hotmail.com Owner's Development Consultant: Christopher Haas 2680 Sneling Ave N, Suite 100 Roseville, MN 55113 Phone: 612-810-4227 Email: c.haas@kwcommercial.com Know what's below. Call before you dig. SHEETINDEX SHEET NUMBER SHEET TITLE C0.0 TITLE SHEET V1.0 SITE SURVEY C1.0 REMOVALS PLAN C2.0 SITE PLAN C3.0 GRADING PLAN C4.0 UTILITY PLAN C5.0 CIVIL DETAILS C5.1 CIVIL DETAILS L1.0 LANDSCAPE PLAN 1-1.1 LANDSCAPE PLAN NOTES & DETAILS SW1.0 SWPPP - EXISTING CONDITIONS SW1.1 SWPPP - PROPOSED CONDITIONS SW1.2 SWPPP - DETAILS SW1.3 SWPPP - NARRATIVE SW1.4 SWPPP - ATTACHMENTS SW1.5 SWPPP - ATTACHMENTS 0 0 0 Civil Engineering ^ Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 FIRM GROUNE) Cl) FM z LU 2FM a a a FM z 0 2 (N Q0 C`7 L0 CU') G J LU O J m O O U U) N CD M L0 L0 CZ G 00 6L LU W Z 2 J W a_ LLJm LUJ J Y O O O T— I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Mayhew R. Pavek DATE 11/8/21 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DRAWN BY:JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY DATE I DESCRIPTION TITLE SHEET J 11/8/20211:38:16 PM ©COPYC 0 0 0 RIGHT CIVIL SITE GROUP IK \\'96 SI9 \96492 O4, `9 M /(100 cas B/o A scvsss35s33 46j/c /1 2,3 -e vv/. I-"91 '`oc, G,q�. T • 6552 , � � � I CjIQO 96dam\ �Mco TC, 562 JOS 865p '964 1<>O0 g8 9UX l sMN a 9 <rT ,,_ii� ; ,� .....;..G.......................... ,c;' �p�^ ,ni,l• r ii,r,1n ,val ,i , 61 , :.. om�F`96.8 .os o1 C!/.6JO,x' 7. / 4 64 418\ f Rims99383495iR1 �Ords� IC -9532" .......:........... ........... .................. Te ........... 962 83 �g -col �. 1?i?}:'::.: Opp. _9res 64.35 J �.--4-.-1 ....:: ` 0J No. '11 s 1� �� /�Rte\ -� /! e !r ��sss `132 oenb / \ 964 (C :. e9sy'33Y0 / �01�_/ pCC _ Sidewalk 2S O1 I k/ ti na g6 g { r0 Doc. Nok101 en?entPer / FF,3 n� \ S° a° rn�ao 02 f SASS/15 � /E 96j45 ^Q �� \ `r n C' 8" DIP 31 LOs? �Q ) Parcel ID /°ICa°�. ,e t' o b; 155207001010 LV .. c3� �c1/ / / &„ sMy - 4° LOC `o - �6 Property Address ! M ( / %C, 9 4465: 1'x952.001 0 41' P y h 9320 CEDAR ST k�'"9 • o \v/i /� 6j5° t„ ^4o- 5a �....=i Q,w � /�/w �(V ��atim .�nR_v; y88�3r \ �.: / • a20 39 9 ; 6 sS N N $xM-6HMONTICELLO N 6 AN0 �0 0) 1� 9 i;�` .00* (01 )*b 9 . o (P x20(N 9 R° Q) ` Z 1 V -o Gj r �o Ch Q y' .c x n� ` `� 966,72 .......... a m „ a c l a o / i a S s O n 0 R Go / 96S - 4. ^:` ."9666 -� Sp a .. TMH= T - ,v CT,'ge iN - 6 { `; I CBR 968.16 ,� Y. ��a ""•'�} j 46* F' 7 ......... . s � s( � (R N z' M M k fill a �i ° ! Gi 5g, X \f�� m �s l Parcel ID R^� gb i .... .'�` amu' oag�595' :42.3 /(0 a•S / 1 551 4700001 0 p 967.40 47/64 0 25 X TNH- S Trash 3"E r �g / w 96672Fn CI ! r �g9 X 0653 ,569 o =96q 8q 547 osure Xa X96�� t 17" SPR Z� 9 ; uJ o '(0 o a 3" �IAK Zcc V a / 965 33 v10 'X X I / / 969 q9 06 ti Q X 9 / c 6. 1185 j �6 8" /PIN 9, 96'S \ / \X I'� J� oD� CBR )) ..... .... ci ,i .i ,-, v �_ .i .i ,i �_ , v , �_ , , 7,. PIN �/ 6 $ Z lnR. ,.-958>8 111"`111 <i �U 50 T / \ / 963 _ X 962 92 / X 5" ASH Z/ I I 1(Rec�) �(b I /0 X / O / I 966? I / 0 46,E ys M 4„ B S (O bbyb� X 962 ?9 V rn s� / ca 16" BA Zr' I Z /424X /X9 ( ainage and Utility Easement Over t aN �,�1. 630 X96" / 6" PR a All of Outlot A (Per Plat) [11] r �nvg Bi 4 uo/ CBRN / 1 (� ,Z 49 Rim -963.2 -�) iS) SP,R Z I M Z $MFI I l a' I 1 X46 // Im�56.03(5� -, ( In ods° 1 O) / (Records) I (7 i J 7 , X S °, rsr• 25, 1 $PR ,2 // MN 965 2 962.78 I 9�g1 I / / 6'� 44 Jam/ I 9630 II7O� Ri82 \ / �90i X 9 I X X I , cs / m�.Op TNI / X / ° 696 /5.' 6PR Z/ / 5' PR Z/ ( H �/ / \ \ \ \ �S6rJ•---X 652 v`�9y 966-eXa 5„ SD` / 4g X 9 5� S �R Z CO K iY �� `Q64 X96, 60 X 5� SP r0" A9 \ i iX ~� i� i �i1 �i1 \rl ID"iSPR , �' �X�°° 9,x , , /^N ` i"IN ' X360 / I 9.51 I 7 SP�t o `' / r' r' com_ 1 5 � 6 ! 0 � g95� X <�'/ / ' X 56 I // / X�6 I Ig�96� S6 \ / / ' I5„ SyR'Z X 9590,\ 4�r r 1Z / JI \ 0�0/� �\ X962 ��v' ,� 4" ISP ! 36 959.60 ( 96025 X �^ X � 635 � \ / X \I ) 959.57 J 045 XJ 28 Sys (R�o °s ST b X 4'I SPf�t Z I 6 d ) OyU 90� \ \ X 9610h (R y`95�5(,, .\ 9 V� / h9y9 \ J 9 X65 \ SO I r(sFII 4'\SP � / X GNU \ oX $T \ � /yU X 959. � \ \ v . / // ^\\....9 T / X96 O/y0 \ OhU 226 %�96 \ X a�\9 / /� � 9bIN5 0yU GNU v \04 / 9540 O 5966 \ O 9 % SMH \ S Rm=957/ /X99920 h92'` O U _x958.7 Inv�937.17 / X954, V V DESCRIPTION OF PROPERTY SURVEYED Parcel 1: Outlot A, Monticello Business Center 6th Addition, Wright County, Minnesota. Abstract Property Parcel 2: Non-exclusive easement for ingress and egress as contained in Reciprocal Driveway Easement and Maintenance Agreement dated September 12, 2011, reorded January 26, 2012, as Document No. A1193270. ALTA/NSPS Land Title Survey Notes (numbered per Table A) 1. Bearings are based on the Wright County Coordinate System (1986 Adjustment). 2. Site Address: 4134 School Blvd Monticello MN 55362. 3. This property is contained in Zone X (area determined to be outside the 0.2% annual chance floodplain) per Flood Insurance Rate Map, Community Panel No. 270534 0015 B, —� effective date of August 4, 1988. 4. The Gross land area is 196,028 +/- square feet or 45.002 +/- acres. 5. Elevations are based on the NGVD 29 Datum. Site Benchmark is the top nut hydrant located on School Blvd, having an elevation of 968.10. As shown hereon. 6. The current Zoning for the subject property was not provided. Please note that the general restrictions for the subject property may have been amended through a city process. We could be unaware of such amendments if they are not in a recorded document provided to us. We recommend that a zoning letter be obtained from the Zoning Administrator for the current restrictions for this site. 9. The number of parking stalls on this site are as follows: 68 Regular + 4 Handicap = 72Total Parking Stalls. 11. We have shown the location of utilities to the best of our abilitybased on observed evidence together with evidence from the following sources: plans obtained from utility 9 9 p Y companies, Plans provided by client markings by utility companies and other appropriate sources. We have used this information to develop a view of the underground utilities for this site. However, lackingexcavation the exact location of underground features cannot be accurate) completely and reliably depicted. Where additional or more detailed 9 Y, P Y Y P information is required, the client is advised that excavation may be necessary. Also, please note that seasonal conditions may inhibit our ability to visibly observe all the utilities located on the subject property. 13. The names of the adjoining owners of the platted lands, as shown hereon, are based on information obtained from Wright County GIS. SURVEY REPORT 1. This map and report was prepared with the benefit of a Commitment for Title Insurance issued by Servion Commercial Title, as agent for Old Republic National Title Insurance Company, File No. 059394, dated October 14, 2019. We note the following with regards to Schedule B of the herein referenced Title Commitment: a. Item no.'s 1-9, 12, 14, 16 and 17 are not survey related. b. The following are numbered per the referenced title Commitment: 10. Terms, conditions, obligations and easement for ingress and egress purposes as contained in Reciprocal Driveway Easement and Maintenance Agreement dated September 12 2011 recorded Januar 26 2012 as Document No. A1193270. As shown heron over the middle portion ofproperty. Y P J 11. Drainage and utility easement as shown on the recorded plat of Monticello Business Center Sixth Addition. As shown hereon over all of Outlaot A and part of Lot 1. 13. Storm drainage easement for in favor of the City of Monticello as contained in Quit Claim Deed recorded April 28, 1997, as Document No. 616770. This easement does not appear to affect subject property. 15. Terms and conditions of and easement for public sidewalk purposes in favor of the City of Monticello as contained in Grant of Permanent Easement dated June 12, 2006, recorded June 28, 2006, as Document No. A1015455. 2. Conflicts such as (but not limited to): encroachments, protrusions, access, occupation, and easements and/or servitudes: [A] Storm information shown in the undeveloped area was taken from a site utility plan prepared by Anderson Engineering of Minnesota, LLC, dayed June 4, 2007. ALTA CERTIFICATION To: Firm Ground: This is to certify that this.4nap or plat and the survey on which it is based were made in accordance with the 2016 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly ed and adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4, 6, 8, 9, 11, and 13 of Table A thereof. The field work was completed on 10-08-2019. Dated this th of October, 2019. Rory L. Synstelien Minnesota License No. 44565 rory@civilsitegroup.com 50 25 0 25 50 100 SCALE IN FEET G R O V P 4931 W. 35TH ST. SUITE 200 ST. LOUIS PARK, MN 55416 CivilSiteGroup.com N to IUD Z 0 O Q v O LL 2 Lf') O Ln Ln Z O 0- M O C C 00 (0 00 0) U) W Y (0 LO ti N W ~ Z W d U I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF NESOTA. RORY L. SYNSTELIEN DATE 10-11-19 LICENSE No. 44565 V1 0 ■ COPYRIGHT 2019 CIVIL SITE GROUP INC. VICINITY MAP Linetype & Symbol Legend SITE FO— FIBER OPTIC SIGN ❑A AIR CONDITIONER UTILITY MANHOLE GAS GASMAIN ® BOLLARD QS SANITARY MANHOLE WATERMAIN © ELECTRIC MANHOLE > SANITARY SEWER ST STORM MANHOLE G7 >> STORM SEWER ® CATCH BASIN o- FLAG POLE OHu OVERHEAD UTILITIES® Q FLARED END SECTION ROOF DRAIN TEL TELEPHONE LINE GAS VALVE ❑T TELEPHONE BOX ELE ELECTRIC LINE REVISION SUMMARY �T TELEPHONE MANHOLE HANDICAP SYMBOL CTV CABLE LINE DATE DESCRIPTION x CHAINLINK FENCELINE ® ELECTRIC TRANSFORMER e(� HYDRANT 10-24-19 Title Commitment WOODEN FENCELINE ® TRAFFIC SIGNAL Qw WATER MANHOLE oo— GUARDRAIL © CABLE TV BOX g WATER VALVE a CONCRETE SURFACE OE ELECTRICAL METER POWER POLE © GUY WIRE PROJECT NO.: 19332 PAVER SURFACE GAS METER - CONIFEROUS TREE ALTA/NSPS LAND • FOUND IRON MONUMENT BITUMINOUS SURFACE O SET IRON MONUMENT TITLE SURVEY 0 DECIDUOUS TREE G CAST IRON MONUMENT GRAVEL/LANDSCAPE SURFACE V1 0 ■ COPYRIGHT 2019 CIVIL SITE GROUP INC. ' " 1 r i i Y i rroperTy Haaress / / 4/ / / - �_ / /,65 SAN 5 , > �\9520o r 7 9320 CEDAR STa�ITT M ONTI CELLO \°��a l 66 $ �SAN I / -� ° gr / ,a,' Qc \ L 'J I E /M� �� 96 z Q\°/ / d ° d V' hV / \ � 7L. i � /\ I, ° y d ° / ` � W / vi co`OR%mo t• � / / " Q / i v 1 - / \ 1 / I C as d TNry+ / T / j968.16 CIDZ ° , M-964.06/ qtW/ REMOVE EXISTING / PAVEMENT .1 I I Il \ M I / I 11-960.1.9. V �(s"' REMOVE EXISTING PAV / AND BASE MATERIAL A I I / I= PARKING SIGNS, TYP. l MAILBOX. REMOVE & RELOCATE. COORDIN TEI � WITH OWNER. Parce Td,s Envc os 15514 REMOVE AND SALVAGE 966.72 v EXISTING HYDRANT / REMOVE EXISTING v� SMH 66C�OSU CURB AND Rlm,964 V % GUTTER, TYP. lnV'95?� 4 REMOVE A ND SALVAGE EXISTING HYDRANT I a Oila % 3" OAK Z / EXISTING TREES TO / J h /� o Z REMAIN, PROVIDE i j ��2 / 7 / TREE PROTECTION REMOVE EXISTING / ( x96 ( / / // ;' FENCING, TYP. X96 X/ // $ STORM PIPE 0)8" PSN Z x96 / rn 6" SPR Z c8R L V1 V L L - V L - 1 7" PIN Z A /l r- i` i` r- n l -l- r - �l 1 I / � � � / - � / � / v � � l I I I 963 " 6�.9z X 5" �111 Z i i REMOVE EXISTING TREE Qa vv I & BALL ROOT, TYP. CONSTRU vfION LIMIT �c! / / / // // 6 �5 �� %V I I 4" BAS Z 4r1 I x /�� rn / / 6"EAS z1 /I / a / / I V � / X 66 (/ P(ainage /bnd Utility, -Easement Over y96� 6" SPA z / All of 0/r{ --I /tlot A Oer Plat 11 ( /� � � � CBR m=963.03 / / 4" IAP Z �°" /// / II I // / I REMOVE EXISTING / s SPR Z� / sMN CATCH BASINX3.80 0)I I I x X2 �' / I Rim=963.44 \ I lw ave. 25 deep N 6" /PR Z S (. s, e) rn \1 / / 962.7?' I I I A / / / A 6 ;0 SPR Z / /* R 2. \v/ X sil� 6 ao / 5" SPP z / s.�o // / II I � � � � � I " // /i Il �\ \\ �\\ II \ \ 1 5" SRR/ z H "I,\," / ❑ X96\\ �\ �\ \ �` 966.9 \ Xge�52 / x\ / REMOVE EXISTING rn I � 66a " / I 5 R Z/ STORM PIPE V 965 x �2 1 5SPR 964 - - - - - - - - - - / �' X96, / / 5"/S/PR Z / 0 / ^ - ----- 963 r n // X -1 1 // l / / l/ \ 15 / S¢R Z / / / / / / \l / / / / / i , n A 962----------� l l l I /-1 L/ L/ l y l �/ l v I l / M CSO 961 5�4.4. x 966 96 SPR Z ' / / ,'� 4. 4. /� 5" SPR Z I"PRIz //j I REMOVE EXISTING TREE \ ZO & BALL ROOT, TYP. \ REMOVE EXISTING ,,I 961 CATCH BASIN ' I \\4" S�R z� I/ \� 96625 x REMOVE EXISTING J� 4" SPR Z STORM PIPE / / CBR /N Rim=963.77 / 4" SPR Z EXISTING CATCH BASIN Rim=963.73 �\ V '\ TO REMAIN, PROTECT FROM DAMAGE EXISTING STORM PIPE TO REMAIN, PROTECT OF= 958.33 .9622 / f / X96 96 FROM DAMAGE967 REMOVAL NOTES: 1. SEE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PLAN FOR CONSTRUCTION STORM WATER MANAGEMENT PLAN. 2. REMOVAL OF MATERIALS NOTED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH MNDOT, STATE AND LOCAL REGULATIONS. 3. REMOVAL OF PRIVATE UTILITIES SHALL BE COORDINATED WITH UTILITY OWNER PRIOR TO CONSTRUCTION ACTIVITIES. 4. EXISTING PAVEMENTS SHALL BE SAWCUT IN LOCATIONS AS SHOWN ON THE DRAWINGS OR THE NEAREST JOINT FOR PROPOSED PAVEMENT CONNECTIONS. 5. REMOVED MATERIALS SHALL BE DISPOSED OF TO A LEGAL OFF-SITE LOCATION AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 6. ABANDON, REMOVAL, CONNECTION, AND PROTECTION NOTES SHOWN ON THE DRAWINGS ARE APPROXIMATE. COORDINATE WITH PROPOSED PLANS. 7. EXISTING ON-SITE FEATURES NOT NOTED FOR REMOVAL SHALL BE PROTECTED THROUGHOUT THE DURATION OF THE CONTRACT. 8. PROPERTY LINES SHALL BE CONSIDERED GENERAL CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED ON THE DRAWINGS. WORK WITHIN THE GENERAL CONSTRUCTION LIMITS SHALL INCLUDE STAGING, DEMOLITION AND CLEAN-UP OPERATIONS AS WELL AS CONSTRUCTION SHOWN ON THE DRAWINGS. 9. MINOR WORK OUTSIDE OF THE GENERAL CONSTRUCTION LIMITS SHALL BE ALLOWED AS SHOWN ON THE PLAN AND PER CITY REQUIREMENTS. 10. DAMAGE BEYOND THE PROPERTY LIMITS CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED IN A MANNER APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT OR IN ACCORDANCE WITH THE CITY. 11. PROPOSED WORK (BUILDING AND CIVIL) SHALL NOT DISTURB EXISTING UTILITIES UNLESS OTHERWISE SHOWN ON THE DRAWINGS AND APPROVED BY THE CITY PRIOR TO CONSTRUCTION. 12. SITE SECURITY MAY BE NECESSARY AND PROVIDED IN A MANNER TO PROHIBIT VANDALISM, AND THEFT, DURING AND AFTER NORMAL WORK HOURS, THROUGHOUT THE DURATION OF THE CONTRACT. SECURITY MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY. 13. VEHICULAR ACCESS TO THE SITE SHALL BE MAINTAINED FOR DELIVERY AND INSPECTION ACCESS DURING NORMAL OPERATING HOURS. AT NO POINT THROUGHOUT THE DURATION OF THE CONTRACT SHALL CIRCULATION OF ADJACENT STREETS BE BLOCKED WITHOUT APPROVAL BY THE CITY PRIOR TO CONSTRUCTION ACTIVITIES. 14. ALL TRAFFIC CONTROLS SHALL BE PROVIDED AND ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY. 15. SHORING FOR BUILDING EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR AND AS APPROVED BY THE OWNERS REPRESENTATIVE AND THE CITY PRIOR TO CONSTRUCTION ACTIVITIES. 16. STAGING, DEMOLITION, AND CLEAN-UP AREAS SHALL BE WITHIN THE PROPERTY LIMITS AS SHOWN ON THE DRAWINGS AND MAINTAINED IN A MANNER AS REQUIRED BY THE CITY. CITY OF MONTICELLO REMOVAL NOTES: 1. RESERVED FOR CITY SPECIFIC REMOVAL NOTES. EROSION CONTROL NOTES: SEE SWPPP ON SHEETS SW1.0-SW1.5 REMOVALS LEGEND: --------- - _--------- EX. 1' CONTOUR ELEVATION INTERVAL E==ZH REMOVAL OF ERIAL, ALL EL INCLUDING BITACONC.,AND GRAVTAND PVMTSASE REMOVAL OF STRUCTURE INCLUDING ALL FOOTINGS AND FOUNDATIONS. REMOVE CURB AND GUTTER. IF IN RIGHT-OF-WAY, COORDINATE WITH LOCAL GOVERNING UNIT. TREE PROTECTION TREE REMOVAL - INCLUDING ROOTS AND STUMPS 0� 0 ° N Know what's below. 1" = 30'-0" Callbefore you dig. 15'-0" 0 30'-0" 11/8/2021 1:38:37 PM 00 0 R 7 H 0 q � (KFI M (CD M P Civil Engineering - Surveying - Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 FIRM GROUNE) & 011gi ,'-I s N Q0 (y) L0 O J LUU Z J m O vJ'U'^^ N CO M L0 CL0 G 00 6L LU IlI Z J W � lY a_ LLJ m J LUO O O T_ I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MaTthew R. Pavek DATE 11/8/21 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DRAWN BY:JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY DATE DESCRIPTION REMOVALS PLAN C1 0 ■ COPYRIGHT CIVIL SITE GROUP INC. zZ ; 6°32� d� W� � SEE ETAIL 1 FOR NORTH WALNNECTION VIEW%~' NN 9 s.a9 120. s ' R""$g6a.s1 ,!< °� a d [ �• �R 45FQ MATCH EXISTIN �'�L>_ �ATCH tXf�.1ll�'6s�y(R ✓ R'm, \/ � SA TYP. ' °ids a° / / s� ,a 4 ' inv o96s PVMT, TYP. N ° ° ° b / qJ cb 966.12 �5 CONC. WA�,/ P / �` �, MATCH EXISTING / v �AS' v �P' / �� / �, C&G, TYP. c 3,. LOC SMH 4., LOC or*v $ $ 11-965.01 4 d MATCH 03 - PVIJ ,0 TyP.9-1-, r°B612 C&G, 49 g(RecO ds - NP3° / � RC» '23„/ / W � 6.16 / Y e 'm�SR 95 Ing556 li FFE_ E 1 " = 40'-0" I / /- 20'-0" 0 40'-0" / / / MATCH EXISTING PVMT, TYP. R / nv>g6p�6(N co '�° O / O NORTH SIDEWALK CONNECTION �'i4-STONE / % 1 4, MINI -COLUMN -` LL B612 C&G, ` / / o, MATCH EXISTING TYP. = % `� / PVMT, TYP. Q 2� MATCH EXISTING ' ° 0/PVMT ` C&G, TYP. I Parcel I D BIT. PVMT.�! N 2 1551470C Rim=964.06 TYP (BR 4 -STONE GO 0c; X28 MINI -COLUMN S *w / cc TRASH ENCLOSURE, Wi "NO EXIT" Q `SEE ARCH. / IGNAGE IGN 4•'7 / (5) ST 5po ALSO ,N PVMT. STRIPING 90' @ 450' TYP. Qom• SPE IALT R5 / �10JSTgC`S PAVEMENT S / @9'` it % » v COD - O C$R \ '> v / O O ' Rims \ / / 96 S8F/�\ x•01 ��0 i:T1^ / Ij Inv>g568ecordsCIO ' / CO WA / P. � 9 Cf) ,11 l � 23 3 � CONSTRUCTION LIMITS / �e�� 6SF 6'� F \ S9 'CF oeey 2 ALL PARKING AREAS WILL BE COVERED BY ASSUMED CROSS ACCESS PARKING EASEMENT AGREEMENT. N1 TURNING MOVEMENT ;ITY OF MONTICELLO SITE SPECIFIC NOTES: / is �Fo oOl / SITE LAYOUT NOTES: a ssss - �rOR°� �� 20 RESERVED FOR CITY SPECIFIC NOTES. css 6 9 1-120 o i Rinti \ ca a.gs 0 �+'i Inv>gg(Recods r i �-Cor � ner fall in M 964.35 { P 3' LOC / y I '�V /cow o H � Rm'g65.01 �I OC `ti - A) O•00 Inmos 30 9 W 23, R Inv 4 0(W (Per ece2,d(sI) O 4 N ) �I0` FFE, 3 E m 966 >z ❑T LEI W O ° sss ss � b o Rim,95 � e. /nvg55849 (Records) 41 'o 0 2 o Parcel ID 4 155147000010 M , Rim: \ » 10eoords) OPERATIONAL NOTES: (CROUHO SRO�e C7 m Oo \ p Civil Engineering , Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 FIRM GROUNE) r ♦ � <<1� O♦ Cl) G FM z W C.0 N M L0 N L0co z (y) z O Z J O �QLU U J W _ Jm ~ U J O QJ o LU O 2 Q J > W ° VW U FM o 0 Z0 r �O U LL] SNOW REMOVAL: O d ALL SNOW SHALL BE PUSHED TO LANDSCAPED AREA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS TRASH REMOVAL: PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY / VV SF M 128 ° TRASH REMOVAL SHALL OCCUR AT THE EXISTING LICENSED PROFESSIONAL ENGINEER ALL, TYST Fg � RI,„_ssa.ao 1. CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, TRASH ENCLOSURE AREAS, COORDINATE WITH UNDER THE LAWS OF THE STATE OF FP. � o F sz 0 Inzs• dip E) INCLUDING BUT NOT LIMITED T0, LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS, PROPERTY MANAGEMENT. MINNESOTA. s 22' R36.0' S UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE DELIVERIES: / SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OF CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE / z / CORRECTED AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THE DELIVERIES SHALL OCCUR AT THE / MAILROOMS , ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL. COORDINATE WITH PROPERTY MANAGEMENT. DATE 11/8/2211 thew R. Pavek LICENSE NO. 44263 0 a o0 963SF �T°�F B .PVMT., / 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OF-WAY AND TYP STREET OPENING PERMIT. ISSUE/SUBMITTAL SUMMARY � s iso / \ \� TRgSN B612 C&G �eF TYP,./ �� 1 3. THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TO INSTALLATION OF 963 S 60, eep `qN \ / ❑T SITE IMPROVEMENT MATERIALS. SITE PLAN LEGEND: / zeFO 4� 4. CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS OF THE BUILDING AND STAKE FOR REVIEW AND \ /ssOUTDOOR . e o - 0 1 / APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS. LIGHT DUTY BITUMINOUS PAVEMENT. SEE � AMENITY eFO ¢030 �2.�. SPACE 43 / -� 5. LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS ARE APPROXIMATE AND GEOTECHNICAL REPORT FOR AGGREGATE BASE & 6'SS SHALL BE STAKED IN THE FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE WEAR COURSE DEPTH, SEE DEATIL. \ ' / ARCHITECT. HEAVY DUTY BITUMINOUS PAVEMENT. SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE & 30 0 6. CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION. 40, / LOCATION OF BUILDING IS TO BUILDING FOUNDATION AND SHALL BE AS SHOWN ON THE DRAWINGS. WEAR COURSE DEPTH, SEE DETAIL. 7. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY THE CONCRETE PAVEMENT AS SPECIFIED (PAD OR WALK) ENGINEER/LANDSCAPE ARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCH SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE AS, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS, BENCHES, FLAGPOLES, LANDING & CONCRETE DEPTHS, SEE DETAIL. WALKWAY / / / PADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THE RIGHT TO REJECT INSTALLED MATERIALS NOT - - PROPERTY LINE PATIO, TYP. PREVIOUSLY APPROVED. 8. PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCE WITH A.D.A. M M M M M CONSTRUCTION LIMITS / REQUIREMENTS -SEE DETAIL. CURB AND GUTTER -SEE NOTES (T.O.) TIP OUT 9. CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TO THE FLOW OF GUTTER WHERE APPLICABLE -SEE PLAN TRAFFIC. WIDTH OF CROSSWALK SHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESS j V / OTHERWISE NOTED OR REQUIRED BY ADA OR LOCAL GOVERNING BODIES. SITE AREA TABLE: ` / / 10. SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES -SEE DETAIL. t t* TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGS / SITE AREA CALCULATIONS / / 11. ALL CURB RADII ARE MINIMUM UNLESS OTHERWISE NOTED. ` / 3'/ EXISTING CONDITION PROPOSED CONDITION t C / 12. CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIOR TO SITE SIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED. BUILDING COVERAGE 13,843 SF 7.1% 42,128 SF 21.5% ` I IMPROVEMENTS. HC = ACCESSIBLE SIGN � � \ \ NP = NO PARKING FIRE LANE ALL PAVEMENTS 40,220 SF 20.5% 74,220 SF 37.9% 13. FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS. ST = STOP ALL NON -PAVEMENTS 141,965 SF 72.4% 79,680 SF 40.6% _ INFILTRATION BASIN 1 CP = COMPACT CAR PARKING ONLY � � J BOT -954.33 14. PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE. TOTAL SITE AREA 196,028 SF 100.0% 196,028 SF 100.0% `©- _ I / TOP=957.33 15. ALL PARKING LOT PAINT STRIPPING TO BE WHITE, 4" WIDE TYP. O EOF=958.33 Ifl 1 -YR HWL= 7.7 16. BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENT SECTIONS. 0 • 00 95 0 N IMPERVIOUS SURFACE VOL=(954.33-956.13)=10,941 CF o � / VOL -(9564.13-957.33)=20,298 CF 17. ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE DRIP LINE. EXISTING CONDITION 541063 SF 27.6/ EOF=958.33 - SEE LANDSCAPE DOCUMENTS. Know what's b@IOW. 1" = 30'-0" PROPOSED CONDITION 1161348 SF 59.4% DIFFERENCE (EX. VS PROP.) 62,285 SF 31.8% Call before you dig. 15'-0" 0 30'-0" 11/8/20211:38:52 PM DRAWN BY:JS REVIEWED BY: MP I PROJECT NUMBER: 19332 REVISION SUMMARY DATE DESCRIPTION SITE PLAN C200 COPYRIGHT CIVIL SITE GROUP IK //g? \ / 1 9658 Rey J MATCH 7/ Q d d P d / 0, / / A �i / / / C'l d ° ° TNry= / T / OAA 1A I / CONSTRUCTION LIMITS VL / 811 / 962.52 v / MATCH a`O TNH- 96,PO / 963.; / M / Cr 962.► / MATCH ` / C5 / 960.4 MATCH I / g ��> ��A 962 64 C 961.26 - MATCH CID I -Y I / CeR Rim-- I/nv,gs6s(Reoords SMH Rit%j..80 /nv Over 25" deep iN S E `- INFILTRATION BASIN 1 ,956 I / BOT=954.33 �-95> TOP=957.33 958 / EOF=958.33 959 100 -YR HWL=957.70 VOL=(954.33-956.13)=10,941 CF I/ IVOL=(956.13-957.33)=20,298 CF MATCH MATCH EROSION CONTROL NOTES: SEE SWPPP ON SHEETS SW1.0-SW1.5 CITY OF MONTICELLO GRADING NOTES: 1. RESERVED FOR CITY SPECIFIC GRADING NOTES. GENERAL GRADING NOTES: 1. SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES. 2. THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT LIMITED TO SITE PREPARATION, SOIL CORRECTION, EXCAVATION, EMBANKMENT, ETC.) IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER. 3. GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY. 4. PROPOSED SPOT GRADES ARE FLOW -LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED. 5. GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSS SLOPE, UNLESS OTHERWISE NOTED. 6. PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES IN MAINTAINED AREAS IS 4:1 7. PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' IN HEIGHT SHALL BE DESIGNED AND ENGINEERED BY A REGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OF CONSTRUCTION TO ESTABLISH PROPER GRADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADES ACCEPTABLE TO THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES. 9. IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE. 10. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES. 11. FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK. 12. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND/OR PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. NO TEST ROLL SHALL OCCUR WITHIN 10' OF ANY UNDERGROUND STORM RETENTION/DETENTION SYSTEMS. 13. TOLERANCES 13.1. THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE. 13.2. THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE. 13.3. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. 13.4. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS. 14. MAINTENANCE 14.1. THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREA FREE OF TRASH AND DEBRIS. 14.2. CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TO SPECIFIED TOLERANCES. DURING THE CONSTRUCTION, IF REQUIRED, AND DURING THE WARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BE ESTABLISHED SHALL BE RESEEDED AND MULCHED. 14.3. WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONS OR ADVERSE WEATHER, CONTRACTOR SHALL SCARIFY, SURFACE, RESHAPE, AND COMPACT TO REQUIRED DENSITY PRIOR TO FURTHER CONSTRUCTION. GRADING PLAN LEGEND: EX. T CONTOUR ELEVATION INTERVAL 1137 1.0' CONTOUR ELEVATION INTERVAL T SPOT GRADE ELEVATION (GUTTER/FLOW LINE UNLESS OTHERWISE NOTED) 891.00 G SPOT GRADE ELEVATION GUTTER 891.00 TC SPOT GRADE ELEVATION TOP OF CURB `- INFILTRATION BASIN 1 ,956 I / BOT=954.33 �-95> TOP=957.33 958 / EOF=958.33 959 100 -YR HWL=957.70 VOL=(954.33-956.13)=10,941 CF I/ IVOL=(956.13-957.33)=20,298 CF MATCH MATCH EROSION CONTROL NOTES: SEE SWPPP ON SHEETS SW1.0-SW1.5 CITY OF MONTICELLO GRADING NOTES: 1. RESERVED FOR CITY SPECIFIC GRADING NOTES. GENERAL GRADING NOTES: 1. SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES. 2. THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT LIMITED TO SITE PREPARATION, SOIL CORRECTION, EXCAVATION, EMBANKMENT, ETC.) IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER. 3. GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY. 4. PROPOSED SPOT GRADES ARE FLOW -LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED. 5. GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSS SLOPE, UNLESS OTHERWISE NOTED. 6. PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES IN MAINTAINED AREAS IS 4:1 7. PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' IN HEIGHT SHALL BE DESIGNED AND ENGINEERED BY A REGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OF CONSTRUCTION TO ESTABLISH PROPER GRADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADES ACCEPTABLE TO THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES. 9. IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE. 10. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES. 11. FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK. 12. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND/OR PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. NO TEST ROLL SHALL OCCUR WITHIN 10' OF ANY UNDERGROUND STORM RETENTION/DETENTION SYSTEMS. 13. TOLERANCES 13.1. THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE. 13.2. THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE. 13.3. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. 13.4. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS. 14. MAINTENANCE 14.1. THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREA FREE OF TRASH AND DEBRIS. 14.2. CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TO SPECIFIED TOLERANCES. DURING THE CONSTRUCTION, IF REQUIRED, AND DURING THE WARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BE ESTABLISHED SHALL BE RESEEDED AND MULCHED. 14.3. WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONS OR ADVERSE WEATHER, CONTRACTOR SHALL SCARIFY, SURFACE, RESHAPE, AND COMPACT TO REQUIRED DENSITY PRIOR TO FURTHER CONSTRUCTION. GRADING PLAN LEGEND: CURB AND GUTTER (T.0 = TIP OUT) EMERGENCY OVERFLOW EOF=1135.52 0 `o a Know what's below. 0111 before you dig 4 1 " = 30'-0" 15'-0" 0 N 29" / 21 1:39:01 PM (CROUHO SRO�e (7 m Oo M p Civil Engineering , Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 U LLI O FIRM GROUNE) Cn FM z LU 2FM a am a 0 J J W U H Z O 2 N CO LO LO J LUU Z G J m J O O U U) N CO M LO LO 00 6L LU Ill Z J Ill Y Q a_ VJ LLJ m J J O O O T_ I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MaTthew R. Pavek DATE 11/8/21 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DRAWN BY:JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY DATE DESCRIPTION GRADING PLAN I ■ COPYRIGHT CIVIL SITE GROUP IK EX. T CONTOUR ELEVATION INTERVAL 1137 1.0' CONTOUR ELEVATION INTERVAL 41.26 SPOT GRADE ELEVATION (GUTTER/FLOW LINE UNLESS OTHERWISE NOTED) 891.00 G SPOT GRADE ELEVATION GUTTER 891.00 TC SPOT GRADE ELEVATION TOP OF CURB 891.00 BS/TS SPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRS 891.00 ME SPOT GRADE ELEVATION MATCH EXISTING ---------- (§ GRADE BREAK - HIGH POINTS CURB AND GUTTER (T.0 = TIP OUT) EMERGENCY OVERFLOW EOF=1135.52 0 `o a Know what's below. 0111 before you dig 4 1 " = 30'-0" 15'-0" 0 N 29" / 21 1:39:01 PM (CROUHO SRO�e (7 m Oo M p Civil Engineering , Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 U LLI O FIRM GROUNE) Cn FM z LU 2FM a am a 0 J J W U H Z O 2 N CO LO LO J LUU Z G J m J O O U U) N CO M LO LO 00 6L LU Ill Z J Ill Y Q a_ VJ LLJ m J J O O O T_ I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MaTthew R. Pavek DATE 11/8/21 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DRAWN BY:JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY DATE DESCRIPTION GRADING PLAN I ■ COPYRIGHT CIVIL SITE GROUP IK 155207001010 a j \ ,�\` /� � ^ �/ ��196418 ' 11 Property Address964. / / / :65 a / \ N 9320 CEDAR ST °� ° ` / / �/ a �\ ` F MONTICELLO / i tl �� - 11 I � " ?Z%xo It" � Q. J 44� If 4, 410 A �o /� l / / I Cib At�" /0 zj/ / ^ \ ®\F F CR2 01 s 1N+ / T / Cl / / AB App yyy ^ N 966.16 / ' / / ' �y 4% �Co C) MAKECONNECTION T EXISTING/ `-O/ // /} �� MAKE CONNECTION TO JAI. CSR/ 4 ^\ / ij O l EXISTING WATER MAIN STUB, SANITARY SEWER STUB EX IE (NE/SW)=959.77(AB) COORD. WITH CITY (FIELD VERIFY)PROPOSED HYDRANT PROP IE (SW)=959.77°�F``\ / AND VALVE, TYP. 1 `` COORDINATE WITH CITY FIELD VERIFY ALL EXISTING INVERTS PRIOR TO EXISTING MHS CONSTRUCTION RIM=963.82 �\ If' I R 4� EX IE=95J'1,� LF 8" PVC SDR 26 �0 ` PR IE- 5� 9.17'', q(m--ssa.os/ / SA ARY SERVICE ° ` '� 2a / @ 2.00% I 1 / CB 2 ' 4 I =965.18 I E=961.50 I ��1 7„ 87 LF 18" HD E STORM @ 1.00% `O (0 / ALV AN VALVE BOX v 1 I rn ^ 1 / / 1 CONSTRUCTION LIMITS ♦ / 6�a / JC lur- 01INI 1 UCS/S �sy ''QF <oa \,/ r> \ e Xe6 / I ' t + fl, , y X e �A I I , , E dpp r eFp ,eof / COORDINATE ANY REQUIRED STORM PUMPING SYSTEM w/ MECHANICAL ENGINEER z9 PRIOR TO CONSTRUCTION / 662 � I \ I I 8'/ g62� ALL FINAL UTILITY SIZES, MATERIALS, LOCATION, ANDTNH9 \ / // I I CONNECTIONS TO BE F. \ .�0 // / I I VERIFIED BY A MECHANICAL TRgsti ENGINEER AND COORDINATED WITH CIVIL , X96\\ \�\ PRIOR TO CONSTRUCTION. \\ 965 964 = / STUB BLDG SERVICE TO 5' 63 _ �//� BLDG. COORC * W/ MECH'L PRI CONSTRIL IE= I > ----------- 961--/ \5 14 LF 10" SCH 40 PV I 9 l STORM @ 2.00' / I IX / I I� °k \ \ w\ X 10� RECONFIGURE EX CBMH TO OS OS 1 CASTING R-4342 PROP. RIM=956.13 EX IE(S)=951.78 (FIELD VERIFY) ^Inv 9 01 CATCH BASIN ° \ 966 811 SAN r� 1 O / �So �� 1 I ►/ 6gEjz E PROPOSED FIRE HYDRANT I WATER MAIN SANITARY SEWER STORM SEWER FES AND RIP RAP / 'oI I 1 I / (� / / 4 1 ca'? R, S8. Ilnvag58 r�Re�ords� I I 1 1 I I I CBMH 22 RI M=961.59 IE=957.23 SUMP=953.23 over 25' deep (N, 5, E J /r1%lr_r1%r>,r_ )1', I / \-- 76 LF 21" HDPE CURB CUT STORM @ 2.93% 0 / FES 20 0 /W/ RIPRAP / / / / E / IE=955.00 n' // / / ! i N / . / I j l 4� V / DAYLIGHT BLD I I I / STORM IE=955.00 1 I 959.60 959.57 I/ I J INFILTRATION BASIN 1 I / BOT=954.33 TOP=957.33 / EOF=958.33 ` 100 -YR HWL=957.70 VOL=(954.33-956.13)=10,941 CF EOF=958.33 / VOL=(956.13-957.33)=20,298 CF GENERAL UTILITY NOTES: 1. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT. 2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS. 3. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION" AND "SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), AND SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY AND THE PROJECT SPECIFICATIONS. 5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE -USED OR PLACED AT THE DIRECTION OF THE OWNER. 6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA C151, ASME B16.4, AWWA C110, AWWA C153 UNLESS OTHERWISE NOTED. 7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) ASTM D3034 & F679, OR SCH 40 ASTM D1785, 2665, ASTM F794,1866) UNLESS OTHERWISE NOTED. 8. ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 & F2306 WITH ASTM D3212 SPEC FITTINGS UNLESS OTHERWISE NOTED. 9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED END SECTION. 10. UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THE FINAL CONNECTION TO BUILDING LINES. COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS. 11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT SUMPED ELEVATIONS. 12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISE NOTED. 13. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS. HYDRANT EXTENSIONS ARE INCIDENTAL. 14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL. 15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESS OTHERWISE NOTED. 16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION. 17. CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE -DRILLED. 18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICAL DRAWINGS. 19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF. 20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALL BE SAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE BUT NOT BE LIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY. 21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALL OWNERS MUST BE COMPLIED WITH. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING. 22. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES. 23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. COORDINATE THE INSTALLATION OF IRRIGATION SLEEVES NECESSARY AS TO NOT IMPACT INSTALLATION OF UTILITIES. 24. CONTRACTOR SHALL MAINTAIN AS -BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPON COMPLETION OF WORK. 25. ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT. APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, OR OTHER STRUCTURES. 26. ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED IN ACCORDANCE WITH MN RULES, CHAPTER 4714, SECTION 1109.0. CITY OF MONTICELLO UTILITY NOTES: 1. THE CITY WILL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS INCURRED THAT IS ASSOCIATED WITH VARIATIONS IN THE UTILITY AS -BUILT ELEVATIONS. ELEVATIONS TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. RIPRAP SHALL BE GROUTED PER CITY SPECIFICATIONS. UTILITY LEGEND: 0fl 0 ° AllN Know what's below. 1" = 30'-0" Call before you dig. 15-0" 0 30'-0" 11/8/2021 1:39:11 PM \UH00 SRO�e C7 m Oo M p Civil Engineering , Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 FIRM GROUNE) & 011gin"-rs Cl) FM z LU 2FM a am a 0 J J W (m) H Z ,O o2 N CO M 'L0 L J 00 6L LU W 2 Z J W a_ LLJm J J LUY O O O T_ I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MaTthew R. Pavek DATE 11/8/21 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DRAWN BY:JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY DATE DESCRIPTION UTILITY PLAN C400 COPYRIGHT CIVIL SITE GROUP INC. CATCH BASIN MANHOLE ►/ GATE VALVE AND VALVE BOX PROPOSED FIRE HYDRANT I WATER MAIN SANITARY SEWER STORM SEWER FES AND RIP RAP 0fl 0 ° AllN Know what's below. 1" = 30'-0" Call before you dig. 15-0" 0 30'-0" 11/8/2021 1:39:11 PM \UH00 SRO�e C7 m Oo M p Civil Engineering , Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 FIRM GROUNE) & 011gin"-rs Cl) FM z LU 2FM a am a 0 J J W (m) H Z ,O o2 N CO M 'L0 L J 00 6L LU W 2 Z J W a_ LLJm J J LUY O O O T_ I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MaTthew R. Pavek DATE 11/8/21 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DRAWN BY:JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY DATE DESCRIPTION UTILITY PLAN C400 COPYRIGHT CIVIL SITE GROUP INC. THIS OCCURS ONLY WHERE MULCH MEETS EDGE OF WALK LEAVE TOP OF MULCH DOWN 1" M FROM TOP OF WALK / FINISHED,GRADE ° d ° TOOLED CONTROL JOINT SEE DETAIL (TYP.) LIGHT BROOM FINISH PERPENDICULAR TO TRAFFIC WITH 3" WIDE SMOOTH TROWELLED EDGE 5" CONCRETE AS SPECIFIED 6" CLASS 5 AGGREGATE BASE COMPACTED SUBGRADE NOTES: 1. INSTALLATION SHALL BE CERTIFIED AND IN ACCORDANCE TO AN ON-SITE A.C.I. TECHNICIAN AS SPECIFIED. 2. SEE GEO-TECHNICAL RECOMMENDATIONS FOR GROSS WEIGHT REQUIREMENTS. 3. SEE LAYOUT DRAWINGS FOR LIMITS OF WALKS. 4. SEE CONCRETE JOINT DETAIL FOR REQUIREMENTS. 5.1/2" WIDE EXPANSION JOINT AND SEALANT AT ALL CURBS. CONCRETE WALK/PAD N T S (PRIVATE PROPERTY) NOTE: SECTION IS FOR BIDDING PURPOSES ONLY. REFER TO GEOTECH FOR FINAL PAVEMENT SECTION. COMPACTED SUBGRADE (100% OF STANDARD PROCTOR MAXIMUM DRY DENSITY) LIGHT DUTY BITUMINOUS PAVEMENT 1.5" WEAR COURSE (MNDOT 2360 - SPWEA340B) TACK COAT (MNDOT 2357) 2" BASE COURSE (MNDOT 2360 - SPNWB330B) 6" CLASS 5 AGGREGATE SUBBASE (MNDOT 3138) NTS 3" RADIUS CORNERS 8 12 1:3 BATTER SLOPE GUTTER 112" RADIUS 6 3/4"l1' 0.5% SLOPE -CONSTRUCT WITH REVERSE SLOPE FINISHED GRADE GUTTER (T.O. GUTTER) WHERE THE PAVEMENT SLOPES AWAY FROM CURB. SEE PLAN FINISHED GRADE NOTES: v 1. INSTALL CONSTRUCTION JOINTS AT G,��cd ° n 10'-0" O.C. +/- a a ° 2. BASE DEPTH DEPENDANT UPON o �o SOIL CONDITIONS /tea C CLASS V AGGREGATE SUBBASE SEE BITUMINOUS PAVEMENT DETAIL (6" MIN.) B-612 CONCRETE CURB AND GUTTER NTS METAL SEWER CASTING REFER TO STRUCTURE SCHEDULE FOR TYPE MIN. 2 AND MAX. 5 ADJUSTING RINGS. GROUT BETWEEN RINGS, CASTING, AND ALONG OUTSIDE. STORM SEWER PIPE - SEE UTILITY PLAN FOR LOCATION, INVERT, AND SIZES BASES SHALL BE 8" STANDARD PRECAST WITH 2" LEAN GROUT, OR POURED 8" SLAB REINFORCED WITH 6" x 6" 10/10 MESH CATCH BASIN NTS "RIM ELEVATION" PRECAST COVER - 8" THICK STEPS - INSTALL ON DOWNSTREAM SIDE @ 16" O.C. RUBBER GASKET - TYP AT ALL JOINTS PRECAST CONCRETE SECTION GROUT SHELF AND CHANNELS DIMENSIONS FROM BACK OF CURB (BOC) TO CENTER OF PIPE: 4' DIA. MH - 9" IN FROM BOC 5' DIA. MH - 3" IN FROM BOC 6' DIA. MH - 3" BEHIND BOC T DIA. MH - 9" BEHIND BOC 8' DIA. MH - 15" BEHIND BOC COVER SHALL BE STAMPED METAL SEWER CASTING - REFER TO "STORM SEWER" STRUCTURE SCHEDULE FOR TYPE MIN. 2 AND MAX. 5 ADJUSTING RINGS. GROUT BETWEEN RINGS, CASTING, AND l ALONG OUTSIDE. SIN DIMENSIONS FROM BACK OF CURB (BOC) TO CENTER OF PIPE: 4' DIA. MH 9" IN FROM BOC 5' DIA. MH - 3" IN FROM BOC U DIA. MH - 3" BEHIND BOC T DIA. MH - 9" BEHIND BOC 8' DIA. MH - 15" BEHIND BOC STORM MANHOLE NTS PRECAST CONCRETE CONE SECTION STEPS ON DOWNSTREAM SIDE GROUT SHELF AND CHANNELS BASES SHALL BE 8" STANDARD PRECAST WITH 2" LEAN GROUT, OR POURED 8" SLAB REINFORCED WITH 6" x 6" 10/10 MESH HYDRANT MARKER HYDRANT, HEIGHT VARIES I m TRAFFIC FLANGE FINISH 2" ABOVE GRADE REFER TO DETAIL $ GRADE \ C5.0 I TYE, WYE, PLUG, OR CA Lu TEE PLUGGED ON RUN Al A2 45° BEND Lu 11.25° BEND 4 o 1.4 1.9 1.4 z - U 6 2.1 z 4.3 3.0 1.6 1.0 - 6 I 5.3 � 4" x 4" VERTICAL BLOCK 4" x 4" - THRUST BLOCKI I 8" CONCRETE -\-� 2-3/4" TIE RODS LTHRUST BLOCKS 1 CU. YD. GRAVEL 3/4"+ COVER WITH POLYETHLENE FIRE HYDRANT NTS PLUGGED CROSS A, PLUGGED TEE lll lllll-lu- I-I `III �- 111=11.L 111=111 PLUGGED CROSS TEE 1/4" PLYWOOD OVER FACE Al I OF BOLTS PLUG OR CAP NOMINAL FITTING SIZE (INCHES) TYE, WYE, PLUG, OR CA 90° BEND, PLUGGED CROSS TEE PLUGGED ON RUN Al A2 45° BEND 22.5° BEND 11.25° BEND 4 1.0 1.4 1.9 1.4 1.0 - - 6 2.1 3.0 4.3 3.0 1.6 1.0 - 6 3.8 5.3 7.6 5.4 2.9 1.5 1.0 10 5.9 8.4 11.8 8.4 4.6 2.6 1.2 12 8.5 12.0 17.0 12.0 6.6 3.4 1.7 14 11.5 16.3 23.0 16.3 8.9 4.6 2.3 16 15.0 21.3 30.0 21.3 11.6 6.0 3.0 18 19.0 27.0 38.0 27.0 14.6 7.6 3.6 20 23.5 33.3 47.0 33.3 18.1 9.4 4.7 24 34.0 48.0 68.0 48.0 26.2 13.6 6.8 NOTES: 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. 2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. 3. IF NOT SHOWN ON PLANS, REQUIRED BEARING AT FITTING SHALL BE AS INDICATED ABOVE, ADJUSTED IF NECESSARY, TO CONFORM TO THE TEST PRESSURE(S) AND ALLOWABLE SOIL BEARING STRESS(ES). 4. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRECEDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN THIS STANDARD DETAIL, 5. ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND AN ALLOWABLE SOIL BEARING STRESS OF 2000 POUNDS PER SQUARE FOOT. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING STRESSES, USE THE FOLLOWING EQUATION: BEARING AREA = (TEST PRESSURE/150) X (200/SOIL BEARING STRESS) X (TABLE VALUE). THRUST BLOCK NTS 6" RADIUS 12" DIAMETER 6" LINE WIDTH 3" LINE WIDTH 5-6" SQUARE OVERALL 18" RADIUS ALL COLORS TO MATCH ADA STANDARD COLORS ACCESSIBLE PARKING PAVEMENT MARKING NTS ADJUST TOP TO 1/2" BELOW FINISHED PAVEMENT GRADE OR 1" BELOW FINISHED TURF GRADE. SET SO AS TO PROVIDE 12" OF UPWARD ADJUSTMENT. z J a Lu I- FLu LD -LL JLu DLu> Zo ww u- 0 a r AS REQUIRED GATE VALVE BOX NTS DIA + 3' COVER SHALL BE O O O STAMPED WITH "WATER" (CRY11SR z z c� (KFI m Oo M P Lu in Civil Engineering ^ Surveying ^ Landscape Architecture FINISH GRADE 4931 W. 35th Street, Suite 200 o ¢ St. Louis Park, MN 55416 VALVE BOX civilsitegroup.com 612-615-0060 Wm 10 DEGREE SLOPE GATE VALVE REFER TO DRAWINGSIrkFIRM G R O U N D FOR SIZES �Fuilii2cts �& LIlgiii-, WATERMAIN G� CONCRETE THRUST BLOCK 7. - nnn7E MATERIAL V-6" (MIN) NOTES: 1. INSULATION BOARD TO BE CLOSED CELL. EXTRUDED POLYSTYRENE FOAM MEETING ASTM 578, TYPE VI, 40PSI COMPRESSING STRENGTH (ASTM D1621) 0.1%MAX. WATER ABSORPTION (ASTM C272). 2. BACKFILL MATERIAL AROUND INSULATION MUST BE FINE SAND FREE FROM ROOT, ORGANIC MATERIAL, OR OTHER INJURIOUS MATERIALS. 3. OVERLAP ALL INSULATION BOARD JOINTS. UTILITY PIPE INSULATION DETAIL NTS EXTEND POST PAST TOP OF POST GALVANIZED STEEL FASTENER (TYP. OF 2) METAL SIGN ACCORDING TO MN STATE CODE V THICK IRD (USE 2-2" MASTIC ALL JOINTS aTION BOARD DOWN EPTH. NTS 11/8/2021 1:39:16 PM N CO M L0 Z 2 V/ O 6L W W Lj Z J W W m J O O O I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MaTthew R. Pavek DATE 11/8/21 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DRAWN BY:JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY DATE DESCRIPTION CIVIL DETAILS C500 COPYRIGHT CIVIL SITE GROUP INC. GREEN POWDER COATED STEEL SQUARE POST AS SPECIFIED z z c� 6" O.D. GALVANIZED STEEL PIPE PAINTED WITH 1 Lu in COAT OF APPROPRIATE PRIMER AND TWO COATS �2Lo SIGN ENAMEL. FILL ANNULAR SPACE WITH GROUT. o ¢ COVER WITH YELLOW "IDEAL SHIELD" PLASTIC Op N COVER. Wm 10 DEGREE SLOPE MATERIAL VARIES -SEE PLAN ° d 1 INCH SILICONE RUBBER -_ ° -_ -_ OR ASPHALTIC CAULKING III -III ° III-III=III= COMPOUND -I I -I I I I-� I FILL ANNULAR SPACE TO 1 INCH M -II II I II I II I d d , I II I I= I- - FROM TOP WITH SILICA SAND III -III , - 1/4" METAL PLATE WELDED TO II II I II I ° I III � III BOTTOM OF 6" PIPE Ed I I=I I ° ,d ° -_ I= III -I CONCRETE FOOTING AS SPECIFIED _I -I NOTE: 1. SIGN SHALL BE AS SPECIFIED. 2. VERIFY POST PAINT COLOR WITH LANDSCAPE -1'-6" ARCHITECT PRIOR TO INSTALLATION. ACCESSIBLE SIGN AND POST NTS 11/8/2021 1:39:16 PM N CO M L0 Z 2 V/ O 6L W W Lj Z J W W m J O O O I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MaTthew R. Pavek DATE 11/8/21 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DRAWN BY:JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY DATE DESCRIPTION CIVIL DETAILS C500 COPYRIGHT CIVIL SITE GROUP INC. L 12" Bc/4 but not less than 6" L 6" _II —III-6 Compacted Backfill Bc - 0 513 ill 2000# Concrete O1513c l — - LOAD FACTOR 2.3 Bc+12" Minlll "Bc" Denotes outside CLASS A diameter of pipe Concrete backfill to 0.5 of outside diameter with shaped bedding. Compacted Backfill 0:5B& + i t Course Filter Aggregate ++++++++++ ++—IIIII- MnDOT Spec. 3149H Mod, 11==1 11=1 11=1 1= I- LOAD FACTOR 1.9 Bc+12" Min. Bc" Denotes outside 111-1 1 CLASS B diameter of pipe Hand shaped from angular bedding material Bc/4 but not less than 6" _ Compacted Backfill _II�IIIII,_ LOAD FACTOR 1.5 "Bc" Denotes outside CLASS C-1 diameter of pipe Hand shaped from firm undisturbed soil Compacted Backfill c + + + ll l l l- Course Filter Aggregate ++ +�+ + + + —Ijl- MnDOT Spec. 3149H Mod. -11 CI -11I-11 CI I- I- LOAD FACTOR 1.5 "Bc" Denotes outside CLASS C-2 Bc+12" Min. diameter of pipe Hand shaped from angular bedding material PIPE BEDDING - RCP & DIP NTS + + ++ + + + + + + + + + + + + 12"- + Jill + + + + + + + + + + I; -I + + + + + + + + I- =1 + + + Bc + + + +I + + + + + + + +,+ + + + l 6„ — + + + + F Compacted - Backfill Min.=Bc+12 "Bc" Denotes outside diameter of pipe Compacted Backfill Granular Borrow (MnDOT Spec. 3149A modified) PIPE FOUNDATION & BEDDING IN GOOD SOILS + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + =1 + + + + + + + + + + + + 1= Bedding —1 + + + + + + Bc + + + + + + 1= + + + + + + + + I— ;I + + + + + + + + + + I; Foundation —I �V/a�a0,le/ "Bc" Denotes outside Minimum diameter of pipe 2d+Bc+12" 12" C.� Course Filter Agg. (MnDot Spec. 3149H Modified) PIPE FOUNDATION & BEDDING IN POOR SOILS PIPE BEDDING - PVC NTS COVER SHALL BE STAMPED "SANITARY SEWER" METAL SEWER CASTING - REFER TO STRUCTURE SCHEDULE FOR TYPE MIN. 2 AND MAX. 5 ADJUSTING RINGS. GROUT BETWEEN RINGS, CASTING, AND ALONG OUTSIDE. MIS PRECAST CONCRETE CONE SECTION 27" " SIN ti STEPS ON DOWNSTREAM SIDE SIN r RUBBER GASKET -TYP 1 MIN. 12 AT ALL JOINTS SLOPE AT 2 IN./FT. (TYP) Lu a RUBBER BOOT CIO ILOW RUBBER ' BOOT BASES SHALL BE 8" STANDARD PRECAST WITH 2" LEAN GROUT, OR POURED 8" SLAB REINFORCED WITH 6" x 6" 10/10 MESH SLOPE @ 2 IN./FT. TYP) ul\Vul IV I/L rIrL SANITARY SEWER MANHOLE NTS ADJACENT CURB, SEE SITE AND GRADING PLANS GRASS PRE-TREATMENT STRIP OR PRE-TREATMENT STRUCTURE, SEE UTILITY AND LANDSCAPE PLANS --FEE-III III IIIII _1 I� UNDISTURBED UNCOMPACTED INSITU SOILJI I 1 1111 NET LESS EROSION BLANKET IN BOTTOM OF I 1 BASIN. SLIT BLANKET TO ALLOW PLANT MATERIAL SURFACE IF PLUG PLANTING IS TO BE USED, SEE GRADING AND LANDSCAPE PLANS MIN. PLANTING MEDIUM DEPTH 24" WITH A WELL BLENDED MIXTURE (BY VOLUME): 70% HOMOGENOUS CONSTRUCTION SAND 30% ORGANIC COMPOST CONSTRUCTION SEQUENCING 3H:1 L MAX. 7 r 24" CONSTRUCTION SAND (UNDER ROCK WINDOW ONLY) COVER SHALL BE STAMPED METAL SEWER CASTING - REFER TO "STORM SEWER" STRUCTURE SCHEDULE FOR TYPE MIN. 2 AND MAX. 5 ADJUSTING RINGS. GROUT BETWEEN RINGS, CASTING, AND ALONG OUTSIDE. 2T' i PRECAST CONCRETE CONE SECTION 0 CD STEPS ON DOWNSTREAM SIDE DIMENSIONS FROM BACK OF CURB •, (BOC) TO CENTER OF PIPE: 4' DIA. MH - 9" IN FROM BOC 5' DIA. MH - 3" IN FROM BOC 6' DIA. MH - 3" BEHIND BOC T DIA. MH - 9" BEHIND BOC T DIA. MH - 15" BEHIND BOC 1 , g VARIABLE MIN. m Q of GROUT SHELF AND CHANNELS ' BASES SHALL BE 8" STANDARD PRECAST WITH 2" LEAN GROUT, OR POURED 8" ..O SLAB REINFORCED WITH 6" x 6" 10/10 MESH STORM MANHOLE NTS SIDE SLOPE TREATMENTS, SEE GRADING OR LANDSCAPE PLANS SEE GRADING PLAN FOR DEPTH 6-811 CRUSHED ANGULAR RIP RAP IN BOTTOM OF BASIN PLANT MATERIAL, SEE LANDSCAPE PLAN MUST OVER EXCAVATE DOWN TO SUITABLE SOILS. FIELD VERIFY WITH SOILS ENGINEER TYPICAL SECTION VIEW 1. INSTALL SILT FENCE AND/OR OR OTHER APPROPRIATE TEMPORARY EROSION CONTROL DEVICES TO PREVENT SEDIMENT FROM LEAVING OR ENTERING THE PRACTICE DURING CONSTRUCTION. 2. ALL DOWN -GRADIENT PERIMETER SEDIMENT CONTROL BMP'S MUST BE IN PLACE BEFORE ANY UP GRADIENT LAND DISTURBING ACTIVITY BEGINS. 3. PERFORM CONTINUOUS INSPECTIONS OF EROSION CONTROL PRACTICES. 4. INSTALL UTILITIES (WATER, SANITARY SEWER, ELECTRIC, PHONE, FIBER OPTIC, ETC) PRIOR TO SETTING FINAL GRADE OF BIORETENTION DEVICE. 5. ROUGH GRADE THE SITE. IF BIORETENTION AREAS ARE BEING USED AS TEMPORARY SEDIMENT BASINS LEAVE A MINIMUM OF 3 FEET OF COVER OVER THE PRACTICE TO PROTECT THE UNDERLYING SOILS FROM CLOGGING. 6. PERFORM ALL OTHER SITE IMPROVEMENTS. 7. PLANT ALL AREAS AFTER DISTURBANCE. 8. CONSTRUCT BIORETENTION DEVICE UPON STABILIZATION OF CONTRIBUTING DRAINAGE AREA. 9. IMPLEMENT TEMPORARY AND PERMANENT EROSION CONTROL PRACTICES. 10. PLANT AND/OR ROCK MULCH BIORETENTION DEVICE. 11. REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER THE CONTRIBUTING DRAINAGE AREA IS ADEQUATELY VEGETATED. BIO -INFILTRATION BASIN (RAIN GARDEN - TYP.) NTS GENERAL NOTES 1. IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE BMP DURING OR IMMEDIATELY FOLLOWING EXCAVATION, THIS MATERIAL SHALL BE REMOVED FROM THE PRACTICE PRIOR TO CONTINUING CONSTRUCTION. 2. GRADING OF BIORETENTION DEVICES SHALL BE ACCOMPLISHED USING LOW -COMPACTION EARTH -MOVING EQUIPMENT TO PREVENT COMPACTION OF UNDERLYING SOILS. 3. ALL SUB MATERIALS BELOW THE SPECIFIED BIORETENTION DEPTH (ELEVATION) SHALL BE UNDISTURBED, UNLESS OTHERWISE NOTED. 11/8/20211:39:21 PM CROUHO SRO�e C7 M Oo M p Civil Engineering . Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 FIRM GROUNE) N C@ Ln Lid 0 J LU O J m J O O U N CO M L0 LO z V/ O 6L LU W 2 z J W o� ow0 J J LLIY 0 0 CD I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MaTthew R. Pavek DATE 11/8/21 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DRAWN BY:JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY DATE DESCRIPTION CIVIL DETAILS C501 COPYRIGHT CIVIL SITE GROUP MONTI CELLO / ° / ; i/� ,a ^' ; �`' 9909 "T-�,<� ! \ PLANT SCHEDULE - ENTIRE SITE ec 0 /\ �� 0 / \/ � SYM QUANT. COMMON NAME BOTANICAL NAME SIZE ROOT COMMENTS ° / 0 7/ �Fe v �� k, �� DECIDUOUS TREES (15 966.,2 NRM 5 NORTHWOOD RED MAPLE Acer rubrum Northwood 2 CAL. B&B STRAIGHT LEADER. FULL FORM X° ° I7 1 SHL 7 SKYLINE HONEYLOCUST Gleditsia triacanthos'Skycole' 2" CAL. B&B STRAIGHT LEADER. FULL FORM RB 5 RIVER BIRCH Betula nigra 2" CAL. B&B STRAIGHT LEADER. FULL FORM HB 5 COMMON HACKBERRY Celtis occidentalis 2" CAL. B&B STRAIGHT LEADER. FULL FORM EKC 7 ESPRESSO KENTUCKY COFFEETREE G mnocladus dioicus'Espresso' 2" CAL. B&B STRAIGHT LEADER. FULL FORM / I Y p 4e ^ / / ///V4� /1 / / 29 TOTAL ORNAMENTAL TREES /� ^ PFC 10 PRAIRIEFIRE FLOWERING CRAB Malus'Prairiefire' 2" CAL. B&B STRAIGHT LEADER. FULL FORM < I 96Sso /� o ^ �// / 4. 96 66 �� ABS 14 AUTUMN BRILLIANCE SERVICEBERRY Amelanchier x grandiflora'Autumn Brilliance (tree form)' 2" CAL. B&B STRAIGHT LEADER. FULL FORM / a � I T � C.� `` / � cRge ap ' �- \ � � Malus'S Tin Snow' " sss p� SSC 12 SPRING SNOW FLOWERING CRAB p g 2 CAL. B&B STRAIGHT LEADER. FULL FORM RBC 3 RED BARON FLOWERING CRAB Malus'Red Baron' 2" CAL. B&B STRAIGHT LEADER. FULL FORM TH 21 THORNLESS HAWTHORN Crataegus crus-galli'Inermis' 2" CAL. B&B STRAIGHT LEADER. FULL FORM / v / PD 4 PAGODA DOGWOOD Cornus alternifolia 2" CAL. B&B STRAIGHT LEADER. FULL FORM 7� -RRD yR Q / I 64 TOTAL 9 co W EVERGREEN TREES I �I BHS 3 BLACK HILLS SPRUCE Picea glauca'Densata' UHT. B&B STRAIGHT LEADER. FULL FORM 2 - RB / / I� /� / 1 1- HL I CBS 3 COLORADO SPRUCE Picea pungens UHT. B&B STRAIGHT LEADER. FULL FORM / I I WP 2 WHITE PINE Pinus strobus 6' HT. B&B STRAIGHT LEADER. FULL FORM TR c`to �Q 8 TOTAL E CLO RE CSR/ �I o 10 / IHD - / SL ND / R�3B2 / TH 1t'V�CCL� / '� / 11 DKL D I - SCE ING / I I I SHRUBS - DECIDUOUS & EVERGREEN /1-E C 11 -�/DN 1 -SHL ,� BS I I // MJ 9 MEDORA JUNIPER Juniperus scopulorum 'Medora' 36" HT. CONT. ssa.os / ��o� 4 -DKL / `7` "DFG ' " 3 - MO ^ �- `2 3 1 // // AC 50 ALPINE CURRANT Ribes alpinum 24" HT. CONT. 7 - RRD IS - / ! / DKL 72 DWARF KOREAN LILAC Syringa meyerl Palibin 24" HT. CONT. I / / co 3- 5-DFG r `" / rn / f, TY 29 TAUNTON YEW Taxus x media'Tauntonii' 24" HT. CONT. DHW 53 DARK HORSE WEIGELA Weigela florida'Dark Horse' 24" HT. CONT. t / 10- D _ 1'SH � / LDN 69 LITTLE DEVIL NINEBARK Physocarpus opulifolius'Donna May' 24" HT. CONT. v II / / I 1 - NRM / / 3 DKL I 'r /E IST G AH 34 ANNABELLE HYDRANGEA Hydrangea arborescens'Annabelle' 24" HT. CONT. 3 SC 5 - i / — - 6 5-D k<L /1 - �HL I SGJ 108 SEA GREEN JUNIPER Juniperus x pfitzeriana'Sea Green' 24" HT. CONT. / l 1 CJL 22 CHARLES JOY LILAC Syringa vulgaris 'Charles Joy' 24" HT. CONT. 1 ISLAND 1: // R h ISLAND 8: -3 - RPD - IHD 91 IVORY HALO DOGWOOD Cornus alba'Bailhalo' 24" HT. CONT. 215 SF I AND 2:' - H90 SF rn DN 40 DIABOLO NINEBARK Physocarpus opulifolius'Monlo' 24" HT. CONT. LO / 0) 1411 SHL 225S 1 -NRM 1 -NRM I_rA95 ff9: / / / DBGS 1 DWARF BLUE GLOBE SPRUCE Picea pungens'Globosa' 24" HT. CONT. 7 RRD 5 -KL / % / DKR 24 DOUBLE KNOCKOUT ROSE Rosa x'Radtko' 24" HT. CONT. 5 DKL / / 7 - LDN 1, I/ / LLH 13 LITTLE LIME HYDRANGEA Hydrangea paniculata'Jane' 24" HT. CONT. 1 / 5- L 4-LDN/ / // / / 615 TOTAL \sem\sal I f 20 IHD 1 / 1 -NRM 6 RRD 3 - TH 1 / ISLAND 7:, I LAN 5: / �T, 95 SF / 7- PERENNIALS &GRASSES / 15 /� 390S BES 18 BLACK-EYED SUSAN Rudbeckia hirta 1 GAL. CONT. V / 6 -AH 1 -NRM 1 / 1 I R BSJ 3 BLUE STAR JUNIPER Juniperus squamata'Blue Star' 1 GAL. CONT. / CWL 58 CATMINT'WALKER'S LOW' Ne eta x faassenii'Walker's Low' 1 GAL. CONT. • 1 1 _ISLAND 6: RETAINING 8 - LD' j / / I j� I p 3SJ TS°j TR 229 SF / DFG 15 DWARF FOUNTAIN GRASS Pennlsetum alopecuroldes Hameln 1 GAL. CONT. ,/ l ,83 r /� a 7- - WALL 1 / I 20 "�� i s2 08 l / 1 / KFG 24 KARL FOERSTER GRASS Calamagrostis x acutiflora'Karl Foerster' 1 GAL. CONT. 18 - RRD MO 15 'MILLENIUM' ONION Allium 'Millen ium' 1 GAL. CONT. CONSTRUCTION LIMITS -EKC / BFO\ i _SSE / 5 - 24- / I NEH 16 'NORTHERN EXPOSURE' CORAL BELL Heuchera'Northern Exposure' 1 GAL. CONT. _ sss, ' Mq�N �. -A 1 / 5 - H6o I 1 RRD 91 'ROSY RETURNS' DAYLILY Hemerocallis'Rosy Returns' 1 GAL. CONT. / �� /rl�oeay �� 240 TOTAL 8-N H I 1 - DNEFi KL ISLAND 10: I I� S/o 1, c°MM8 R gFST \ \ 4 / 185 SF-- LO - SG \ (4- / R. 3-TH sr � °REST , I� / 06-iDN .' LANDSCAPE NOTES: LEGEND , / 9,TY// s 3 -SS �/ ss Fl I 'Sz ° \ 1 ISHL t SHREDDED CYPRESS MULCH, SAMPLES REQUIRED / 662/ f 1. WHERE SHOWN, SHRUB & PERENNIAL BEDS SHALL BE MULCHED WITH 4" DEPTH 19 -MJ MINIMUM AFTER INSTALLATION AND/OR TOP DRESSING OPERATIONS OF D PROVIDE EDGING AS SHOWN ON PLAN 3 - SSC SHREDDED CYPRESS MULCH. ROCK MULCH/RIP-RAP, SAMPLES REQUIRED �eFO 1 6 - RRq / PROVIDE EDGING AS SHOWN ON PLAN -/ 2. ALL TREES SHALL BE MULCHED WITH SHREDDED CYPRESS MULCH TO OUTER / 2 DN I „4 ° 6 -DHW {TOR A- \ j / EDGE OF SAUCER OR TO EDGE OF PLANTING BED, IF APPLICABLE. ALL MULCH /i-EKC/ I 6 _ �6F I°F I l LAWN -SOD S 3' CB SHALL BE KEPT WITHIN A MINIMUM OF 2" FROM TREE TRUNK. D -BH / 1 - B�S / / ' ' ' ' * * ` SEED TYPE 1 - MNDOT 34-262 WET PRAIRIE, PER / 3. IF SHOWN ON PLAN, RANDOM SIZED LIMESTONE BOULDERS COLOR AND SIZE TO 2�-ABS H ...... . COMPLIMENT NEW LANDSCAPING. OWNER TO APPROVE BOULDER SAMPLES '.'.'.'.'.'.'. MNDOT SEEDING MANUAL SPECIFICATIONS (2014) / < \ 0 r 6 - DKL / ❑ �6 - SG,� \ � \ `—,�2eFO 1, �\ �/- B PRIOR TO INSTALLATION. 1" DIA. ROCK MAINTENANCE STRIP OVER FILTER FABRIC, SAMPLES REQUIRED. PROVIDE EDGING AS SHOWN ON PLAN / 18 _A /9630 / 12 - DKR ,I J / ; , , ;+ ;± 11 CJL 4. PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN ASSOCIATION OF `4-TH \ / i� 7 DKL / �o`v NURSERYMEN STANDARDS AND SHALL BE OF HARDY STOCK, FREE FROM i15 -IHD 3 - SSC / - L I y /1 - D DISEASE, DAMAGE AND DISFIGURATION. CONTRACTOR IS RESPONSIBLE FOR 6jss N./ // �� \ // 5 -LDN ; ; ; . ; T* +, ; ;, ,1 + / �� MAINTAINING PLUMPNESS OF PLANT MATERIAL FOR DURATION OF ACCEPTANCE / / �� / �� / 6-. E$' /.'.'. /' ' // / PERIOD. PROPOSED CANOPY TREE SYMBOLS - SEE PLANT SCHEDULE �o �° / 3 - ABS// AND PLAN FOR SPECIES AND PLANTING SIZES A$S "'9 ; ro;/; ' ' / 5. UPON DISCOVERY OF A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS / 6 -DKL SCHEDULE AND THE QUANTITY SHOWN ON THE HE PLAN , SHOWN ON THE 1 EKC SHALL GOVERN. PLAN, T CV 15 SGJ 6. CONDITION OF VEGETATION SHALL BE MONITORED BY THE LANDSCAPE _ / .. / ARCHITECT THROUGHOUT THE DURATION OF THE CONTRACT. LANDSCAPE I I � ----- 961 — / _ .,.,. ,. �,,,,,,, ,,,,,,, PROPOSED EVERGREEN TREE SYMBOLS -SEE PLANT / .>�... ' ' ,/; ' ' ' ' /; MATERIALS PART OF THE CONTRACT SHALL BE WARRANTED FOR ONE (1) FULL 1 ,^ 5 - PFC / _ /; ; ' ; ;; , , C.'.;; ; SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES / 6+ / ' / a a II rn 15 IHD 5 PF \ z \\ +'+'J( j ';�'',' ; / GROWING SEASONS FROM SUBSTANTIAL COMPLETION DATE. 3- F ; '.{. 7. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL RECEIVE 4" LAYER 1 \ 21 -A \ \' ' ' '' 'l' ' I; / TOPSOIL AND SOD AS SPECIFIED UNLESS OTHERWISE NOTED ON THEPROPOSED ORNAMENTAL TREE SYMBOLS - SEE PLANT I I 17 -LDN 1 - RB / SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES 1 - EKC DRAWINGS. / I 15 - SGJ /: ': jlaiL..... j'+_;,�, ; 1.'.;{; ' ' / 8. COORDINATE LOCATION OF VEGETATION WITH UNDERGROUND AND OVERHEAD 3 - TH ., I (, ; PROPOSED DECIDUOUS AND EVERGREEN SHRUB SYMBOLS - SEE I h I UTILITIES LIGHTING FIXTURES DOORS AND WINDOWS CONTRACTOR SHALL ' STAKE IN THE FIELD FINAL LOCATION OF TREES AND SHRUBS FOR REVIEW AND PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES ; ..f..., 2 - ABS APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. / I \ 3 - TH' ' ' ' J ' ' '/' ' ' ' PROPOSED PERENNIAL PLANT SYMBOLS - SEE PLANT I 115 - IHD �� a \+�.'F?D.'' ��'' /\ SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES 11 CJL 9. ALL PLANT MATERIALS SHALL BE WATERED AND MAINTAINED UNTIL `c';.�;''' ACCEPTANCE. EDGING 1 - �I�C ,�..... Y ,:+:\:+:+, / ...... 1 - RB 10. REPAIR AT NO COST TO OWNER ALL DAMAGE RESULTING FROM LANDSCAPE IY 15 -�GJ+ "v CONTRACTOR'S ACTIVITIES. DECORATIVE BOULDERS (ROUNDED & BLOCK STYLE), 18"-30" DIA. H-+ \; ; ; ' .. INFILTRATION BASIN 1 16 - IHD ; ' ' 11. SWEEP AND MAINTAIN ALL PAVED SURFACES FREE OF DEBRIS GENERATED A+ BOT=954.33 TOFFY=957.33 FROM LANDSCAPE CONTRACTOR'S ACTIVITIES. 12. REPAIR AT NO COST TO THE OWNER IRRIGATION SYSTEM DAMAGED FROM �1007YR HWL=957.70 V�SL—(954.33-956.13)-- 10,941 CF LANDSCAPE CONSTRUCTION ACTIVITIES. \ \� \� 13. PROVIDE SITE WIDE IRRIGATION SYSTEM DESIGN AND INSTALLATION. SYSTEM EOF=9 8.33 �/VOL=(956.13-957.33)=20,298 CF U SHALL BE FULLY PROGRAMMABLE AND CAPABLE OF ALTERNATE DATE \� SEE LEGEND FOR PLANT TYPES \\\ 17 -S'OJ / L\\ WATERING. THE SYSTEM SHALL PROVIDE HEAD TO HEAD OR DRIP COVERAGE a• N \ \ 967-I / 1 - KC AND BE CAPABLE OF DELIVERING ONE INCH OF PRECIPITATION PER WEEK. SEE SHEET L1.1 FOR REQUIRED PLAITING CALCULA TIONS \\ ^ / j // W SYSTEM SHALL EXTEND INTO THE PUBLIC RIGHT-OF-WAY TO THE EDGE OF PAVEMENT/BACK OF CURB. Know what's below. 1" = 30'-0" 14. CONTRACTOR SHALL SECURE APPROVAL OF PROPOSED IRRIGATION SYSTEM Call before you dig. 16_0" 0 30'-0" INLCUDING PRICING FROM OWNER, PRIOR TO INSTALLATION. 11/8/2021 1:39:33 PM CROUHO sRoge CM M Oo M p ;ivil Engineering ^ Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 FIHM GROUNE) a r c h ite�3inee r Q� � G� W N M LO N LO Z LO LO0 Z J O �LU U Q J _j W _ a J m ~ U J O QJ ZO W Y O �a J J C/) W 0 �m V o 2 J W WP: Y O O Z o U w O d I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. Patrick J. Sarver DATE 11/04/19 LICENSE No. 24904 ISSUE/SUBMITTAL SUMMARY DRAWN BY:JS REVIEWED BY: MP ' PROJECT NUMBER: 19332 REVISION SUMMARY DATE DESCRIPTION LANDSCAPE PLAN Ll 0 ■ © COPYRIGHT CIVIL SITE GROUP INC. REQUIRED LANDSCAPE CALCULATIONS: REQUIRED LANDSCAPE CALCULATIONS (ZONE: PUD- "ALL OTHER RESIDENTIAL") FORMULAS TOTAL REQUIRED (ASSUME 2" CAL. EA. AT INSTALL) TOTAL PROVIDED (EA.) SITE LANDSCAPING REQUIREMENTS (MULTI -FAMILY (5+ UNITS)) 215 REQ'D: 16 ACI CANOPY TREES (3 EVERGREEN) PER 1 ACRE & 2 SHRUBS PER 10' PROPOSED BLDG. PERIMETER 3 REQ'D OV E RSTO RY TR E ES 2.77 ACRES X 16 ACI = 44/ 2 CAL. IN. EA. = 22 - 8 EVRGRN 14 14 REQ'D EVERGREEN TREES 8 REQ'D 8 8 EQ'D SHRUBS (AROUND PROPOSED BLDG. PERIMETER)* 1000 LF / 10 = 100 X 2 200 200 *Existing Buildings already include foundation/perimeter plantings; no additional counts PERIMETER BUFFER REQUIREMENTS (ALL OTHER RESIDENTIAL) *DOES NOT COUNT TOWARDS TOTAL SITE LANDSCAPING REQUIREMENTS NORTH BOUNDARY (B-4): TYPE B, OPTION 2 BUFFER (218 LF) - excludes drive aisles OVERSTORY 218 LF /100 LF = 2.18 X 2 ACI = 4.36 / 2 ACI 2.18 2 UNDERSTORY 14 ACI X 2.18 = 30.52 ACI = 15.26 15.26 15 SHRUB 35X 2.18 76.3 76 SOUTH BOUNDARY (B-4): TYPE B, OPTION 2 BUFFER (350 LF) OVERSTORY 350 LF / 100 LF =3.5 X 2 3.5 4 UNDERSTORY 14 ACI X3.50=49ACI /2=24.5 24.5 25 SHRUB 35 X 3.5 123 123 WEST BOUNDARY (B-4): TYPE B, OPTION 2 BUFFER (330 LF) OVERSTORY 330/100 LF=3.30X2ACI =6.6/2=3.3 3.3 3 UNDERSTORY 14 ACI X3.30=46.2/2ACI =23.1 23.1 23 SHRUB 35X 3.30 115.5 116 EAST BOUNDARY (R-3): N/A, NO BUFFER REQ'D* (380 LF) *Overflow Perimeter Buffer Plants added to East Boundary from North & West Perimeter TOTAL PERIMETER BUFFER COUNTS (N,E,S,W COMBINED) TOTAL OV ERSTO RY TREES (N, E, S, W) - see above - 8.98 9 TOTAL UNDERSTORY TREES (N, E, S, W) - see above - 62.86 63 TOTAL SHRUBS (N, E, S, W) - see above - 314.8 315 VEHICULAR USE AREA LANDSCAPING (COUNTS TOWARDS TOTALSITE LANDSCAPING REQUIREMENTS) INTERIOR PARKING REQUIREMENTS ISLAND TREES 1 PER ISLAND X 10 ISLANDS 10 10 ISLAND SHRUBS 25% X TOTAL ISLAND SF = 2565 X 25% = 641.25 SF REQ'D; ASSUME 3' DIA. SHRUB TYP. = 7 SF; 532.5 / 7 = 76 (3' DIA. SHRUBS) 76 76 PERIMETER VEHICULAR USE REQUIREMENTS OVERSTORY TREES 8 ACI PER 100 LF OF LANDSCAPE STRIP = 243 LF / 100 = 2.43 X 8 = 19.44 / 2 ACI = 9.72 9.72 10 EXISTING ON-SITE TREES EXISTING TREES TOTAL TREES EXISITING 25 TOTAL TREES REMOVED 24 TOTALTREES REMAINING (CREDIT) 1 1 VEHICULAR USE AREA LANDSCAPE CALCS REQUIRED INTERIOR PARKING REQUIREMENTS ISLANDS (ISLAND N SF OF EACH ISLAND 1 215 2 225 3 205 4 640 5 390 6 225 7 195 8 90 9 195 10 185 TOTAL SF OF ISLANDS 2565 REQUIRED LANDSCAPE CALCULATIONS TOTALS: TOTAL SITE COUNTS REQUIRED PROVIDED OVERSTORY TREES (TOTAL SITE REQ'D) 5.72 6 PERIMETER BUFFER OVERSTORYTREES 8.98 9 TOTAL EX I STING TREES (CREDIT) 1 1 TOTAL OVERSTORY TREES REQ'D 13.7 14 TOTAL EVERGREEN TREES 8 8 TOTAL UNDERSTORY TREES 62.86 63 SHRUBS (SITE REQ'D) 276 300 PERIMETER BUFFER SHRUBS 314.8 315 TOTAL SHRUBS REQ'D 590.8 615 AGGREGATE MAINTANENCE STRIP NTS PRUNE AS FIELD DIRECTED BY THE LANDSCAPE ARCHITECT TO IMPROVE APPEARANCE (RETAIN NORMAL TREE SHAPE) THREE 2"X4"X8' WOODEN STAKES, STAINED BROWN WITH TWO STRANDS OF WIRE TWISTED TOGETHER. STAKES SHALL BE PLACED AT 120° TO ONE ANOTHER. WIRE SHALL BE THREADED THROUGH NYLON STRAPPING WITH GROMMETS. ALTERNATE STABILIZING METHODS MAY BE PROPOSED BY CONTRACTOR. TRUNK FLARE JUNCTION: PLANT TREE V-2" ABOVE EXISTING GRADE COMPACT BOTTOM OF PIT, TYP. CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL. IF NON -BIODEGRADABLE, REMOVE COMPLETELY BACKFILL AS SPECIFIED MULCH TO OUTER EDGE OF SAUCER OR TO EDGE OF PLANTING BED, IF APPLICABLE. ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE NOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROM PLANT TRUNK EXISTING GRADE SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF PLANTING BED RULE OF THUMB - MODIFY EXCAVATION BASED ON LOCATION OF PLANT MATERIAL AND DESIGN OF BEDS THREE TIMES WIDTH�OR OVERALL PLANT PLACEMENT OF ROOTBALL DECIDUOUS & CONIFEROUS TREE PLANTING NTS PRUNE AS FIELD DIRECTED BY THE LANDSCAPE ARCHITECT TO IMPROVE APPEARANCE (RETAIN NORMAL SHAPE FOR SPECIES) PLANT TOP OF ROOTBALL 1-2" ABOVE ABOVE SURROUNDING GRADE ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE NOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROM PLANT TRUNK ROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TO ENSURE PROPER BACKFILL -TO -ROOT CONTACT EXISTING GRADE SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF PLANTING BED BACKFILL AS PER SPECIFICATION DO NOT EXCAVATE BELOW ROOTBALL. RULE OF THUMB - MODIFY EXCAVATION BASED ON THREE TIMES WIDTH- LOCATION OF PLANT MATERIAL AND DESIGN OF BEDS OF ROOTBALL OR OVERALL PLANT PLACEMENT DECIDUOUS & CONIFEROUS SHRUB PLANTING NTS SIZE VARIES SEE LANDSCAPE PLAN PLANT TOP OF ROOTBALL 1-2" ABOVE ABOVE SURROUNDING GRADE ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE NOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROM PLANT STEM ROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TO ENSURE PROPER BACKFILL -TO -ROOT CONTACT EXISTING GRADE SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF PLANTING BED BACKFILL AS PER SPECIFICATION DO NOT EXCAVATE BELOW ROOTBALL. MODIFY EXCAVATION BASED ON LOCATION OF PLANT MATERIAL AND DESIGN OF BEDS OR OVERALL PLANT PLACEMENT PERENNIAL BED PLANTING NTS IRRIGATION NOTES: 1. ENTIRE SITE SHALL BE FULLY IRRIGATED. THE CONTRACTOR SHALL SUBMIT IRRIGATION SHOP DRAWINGS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 2. SEE MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS FOR IRRIGATION WATER, METER, AND POWER CONNECTIONS. 3. CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND/ABOVE GROUND FACILITIES PRIOR TO ANY EXCAVATION/INSTALLATION. ANY DAMAGE TO UNDERGROUND/ABOVE GROUND FACILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND COSTS ASSOCIATED WITH CORRECTING DAMAGES SHALL BE BORNE ENTIRELY BY THE CONTRACTOR. 4. SERVICE EQUIPMENT AND INSTALLATION SHALL BE PER LOCAL UTILITY COMPANY STANDARDS AND SHALL BE PER NATIONAL AND LOCAL CODES. EXACT LOCATION OF SERVICE EQUIPMENT SHALL BE COORDINATED WITH THE LANDSCAPE ARCHITECT OR EQUIVALENT AT THE JOB SITE. 5. CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANY FOR THE PROPOSED ELECTRICAL SERVICE AND METERING FACILITIES. 6. IRRIGATION WATER LINE CONNECTION SIZE IS 1%" AT BUILDING. VERIFY WITH MECHANICAL PLANS.COVAGE. 7. ALL MAIN LINES SHALL BE 18" BELOW FINISHED GRADE. 8. ALL LATERAL LINES SHALL BE 12" BELLOW FINISHED GRADE. 9. ALL EXPOSED PVC RISERS, IF ANY, SHALL BE GRAY IN COLOR. 10. CONTRACTOR SHALL LAY ALL SLEEVES AND CONDUIT AT 2'-0" BELOW THE FINISHED GRADE OF THE TOP OF PAVEMENT. EXTEND SLEEVES TO 2'-0" BEYOND PAVEMENT. 11. CONTRACTOR SHALL MARK THE LOCATION OF ALL SLEEVES AND CONDUIT WITH THE SLEEVING MATERIAL "ELLED" TO 2'-0" ABOVE FINISHED GRADE AND CAPPED. 12. FABRICATE ALL PIPE TO MANUFACTURE'S SPECIFICATIONS WITH CLEAN AND SQUARE CUT JOINTS. USE QUALITY GRADE PRIMER AND SOLVENT CEMENT FORMULATED FOR INTENDED TYPE OF CONNECTION. 13. BACKFILL ALL TRENCHES WITH SOIL FREE OF SHARP OBJECTS AND DEBRIS. 14. ALL VALVE BOXES AND COVERS SHALL BE BLACK IN COLOR. 15. GROUP VALVE BOXES TOGETHER FOR EASE WHEN SERVICE IS REQUIRED. LOCATE IN PLANT BED AREAS WHENEVER POSSIBLE. 16. IRRIGATION CONTROLLER LOCATION SHALL BE VERIFIED ON-SITE WITH OWNER'S REPRESENTATIVE. 17. CONTROL WIRES: 14 GAUGE DIRECT BURIAL, SOLID COPPER IRRIGATION WIRE. RUN UNDER MAIN LINE. USE MOISTURE -PROOF SPLICES AND SPLICE ONLY AT VALVES OR PULL BOXES. RUN SEPARATE HOT AND COMMON WIRE TO EACH VALVE AND ONE (1) SPARE WIRE AND GROUND TO FURTHEST VALVE FROM CONTROLLER. LABEL OR COLOR CODE ALL WIRES. 18. AVOID OVER SPRAY ON BUILDINGS, PAVEMENT, WALLS AND ROADWAYS BY INDIVIDUALLY ADJUSTING RADIUS OR ARC ON SPRINKLER HEADS AND FLOW CONTROL ON AUTOMATIC VALVE. 19. ADJUST PRESSURE REGULATING VALVES FOR OPTIMUM PRESSURE ON SITE. 20. USE SCREENS ON ALL HEADS. 21. A SET OF AS -BUILT DRAWINGS SHALL BE MAINTAINED ON-SITE AT ALL TIMES IN AN UPDATED CONDITION. 22. ALL PIPE 3" AND OVER SHALL HAVE THRUST BLOCKING AT EACH TURN. 23. ALL AUTOMATIC REMOTE CONTROL VALVES WILL HAVE 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL UNDERNEATH VALVE AND VALVE BOX. GRAVEL SHALL EXTENT 3" BEYOND PERIMETER OF VALVE BOX. 24. THERE SHALL BE 3" MINIMUM SPACE BETWEEN BOTTOM OF VALVE BOX COVER AND TOP OF VALVE STRUCTURE. 0 0 � Know what's below. 0111 before you dig. 11/8/2021 1:39:36 PM C00 ASH30eR�I C� GQ Oo M FP Civil Engineering ^ Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 IrkFIRM GROUND -_ _. _ - 'yhneers U) FM z LU 2FM a a a O J J LU (M) FM z �0 U Lu O d N CO M LO Ln J LUU z m J 0 0 U W N O M L0 LO z 00 1Z LU W 2 m z J W 0- LUm J J LUY O O O T_ I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. Patrick J. Sarver DATE 11/04/19 LICENSE NO. 24904 ISSUE/SUBMITTAL SUMMARY DRAWN BY:JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY LANDSCAPE PLAN NOTES & DETAILS L 1. 1 COPYRIGHT CIVIL SITE GROUP FACE OF BUILDING, WALL, OR STRUCTURE 18" - VERIFY W/ PLAN SLOPE - MIN. 2%, MAX. 5:1 MIN. 3" LAYER OF ROCK MULCH AS SPECIFIED. PROVIDE SAMPLE TO VERIFY W/ GRADING PLAN LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION FINISHED GRADE -_ STAKED LANDSCAPE EDGER AS SPECIFIED, SEE MANUFACTURER'S INSTRUCTIONS AND SPECS. FOR INSTALLATION AND PLACEMENT WATER PERMEABLE GEOTEXTILE FABRIC AS SPECIFIED -I I II I II I COMPACTED SUBGRADE AGGREGATE MAINTANENCE STRIP NTS PRUNE AS FIELD DIRECTED BY THE LANDSCAPE ARCHITECT TO IMPROVE APPEARANCE (RETAIN NORMAL TREE SHAPE) THREE 2"X4"X8' WOODEN STAKES, STAINED BROWN WITH TWO STRANDS OF WIRE TWISTED TOGETHER. STAKES SHALL BE PLACED AT 120° TO ONE ANOTHER. WIRE SHALL BE THREADED THROUGH NYLON STRAPPING WITH GROMMETS. ALTERNATE STABILIZING METHODS MAY BE PROPOSED BY CONTRACTOR. TRUNK FLARE JUNCTION: PLANT TREE V-2" ABOVE EXISTING GRADE COMPACT BOTTOM OF PIT, TYP. CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL. IF NON -BIODEGRADABLE, REMOVE COMPLETELY BACKFILL AS SPECIFIED MULCH TO OUTER EDGE OF SAUCER OR TO EDGE OF PLANTING BED, IF APPLICABLE. ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE NOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROM PLANT TRUNK EXISTING GRADE SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF PLANTING BED RULE OF THUMB - MODIFY EXCAVATION BASED ON LOCATION OF PLANT MATERIAL AND DESIGN OF BEDS THREE TIMES WIDTH�OR OVERALL PLANT PLACEMENT OF ROOTBALL DECIDUOUS & CONIFEROUS TREE PLANTING NTS PRUNE AS FIELD DIRECTED BY THE LANDSCAPE ARCHITECT TO IMPROVE APPEARANCE (RETAIN NORMAL SHAPE FOR SPECIES) PLANT TOP OF ROOTBALL 1-2" ABOVE ABOVE SURROUNDING GRADE ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE NOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROM PLANT TRUNK ROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TO ENSURE PROPER BACKFILL -TO -ROOT CONTACT EXISTING GRADE SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF PLANTING BED BACKFILL AS PER SPECIFICATION DO NOT EXCAVATE BELOW ROOTBALL. RULE OF THUMB - MODIFY EXCAVATION BASED ON THREE TIMES WIDTH- LOCATION OF PLANT MATERIAL AND DESIGN OF BEDS OF ROOTBALL OR OVERALL PLANT PLACEMENT DECIDUOUS & CONIFEROUS SHRUB PLANTING NTS SIZE VARIES SEE LANDSCAPE PLAN PLANT TOP OF ROOTBALL 1-2" ABOVE ABOVE SURROUNDING GRADE ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE NOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROM PLANT STEM ROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TO ENSURE PROPER BACKFILL -TO -ROOT CONTACT EXISTING GRADE SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF PLANTING BED BACKFILL AS PER SPECIFICATION DO NOT EXCAVATE BELOW ROOTBALL. MODIFY EXCAVATION BASED ON LOCATION OF PLANT MATERIAL AND DESIGN OF BEDS OR OVERALL PLANT PLACEMENT PERENNIAL BED PLANTING NTS IRRIGATION NOTES: 1. ENTIRE SITE SHALL BE FULLY IRRIGATED. THE CONTRACTOR SHALL SUBMIT IRRIGATION SHOP DRAWINGS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 2. SEE MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS FOR IRRIGATION WATER, METER, AND POWER CONNECTIONS. 3. CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND/ABOVE GROUND FACILITIES PRIOR TO ANY EXCAVATION/INSTALLATION. ANY DAMAGE TO UNDERGROUND/ABOVE GROUND FACILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND COSTS ASSOCIATED WITH CORRECTING DAMAGES SHALL BE BORNE ENTIRELY BY THE CONTRACTOR. 4. SERVICE EQUIPMENT AND INSTALLATION SHALL BE PER LOCAL UTILITY COMPANY STANDARDS AND SHALL BE PER NATIONAL AND LOCAL CODES. EXACT LOCATION OF SERVICE EQUIPMENT SHALL BE COORDINATED WITH THE LANDSCAPE ARCHITECT OR EQUIVALENT AT THE JOB SITE. 5. CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANY FOR THE PROPOSED ELECTRICAL SERVICE AND METERING FACILITIES. 6. IRRIGATION WATER LINE CONNECTION SIZE IS 1%" AT BUILDING. VERIFY WITH MECHANICAL PLANS.COVAGE. 7. ALL MAIN LINES SHALL BE 18" BELOW FINISHED GRADE. 8. ALL LATERAL LINES SHALL BE 12" BELLOW FINISHED GRADE. 9. ALL EXPOSED PVC RISERS, IF ANY, SHALL BE GRAY IN COLOR. 10. CONTRACTOR SHALL LAY ALL SLEEVES AND CONDUIT AT 2'-0" BELOW THE FINISHED GRADE OF THE TOP OF PAVEMENT. EXTEND SLEEVES TO 2'-0" BEYOND PAVEMENT. 11. CONTRACTOR SHALL MARK THE LOCATION OF ALL SLEEVES AND CONDUIT WITH THE SLEEVING MATERIAL "ELLED" TO 2'-0" ABOVE FINISHED GRADE AND CAPPED. 12. FABRICATE ALL PIPE TO MANUFACTURE'S SPECIFICATIONS WITH CLEAN AND SQUARE CUT JOINTS. USE QUALITY GRADE PRIMER AND SOLVENT CEMENT FORMULATED FOR INTENDED TYPE OF CONNECTION. 13. BACKFILL ALL TRENCHES WITH SOIL FREE OF SHARP OBJECTS AND DEBRIS. 14. ALL VALVE BOXES AND COVERS SHALL BE BLACK IN COLOR. 15. GROUP VALVE BOXES TOGETHER FOR EASE WHEN SERVICE IS REQUIRED. LOCATE IN PLANT BED AREAS WHENEVER POSSIBLE. 16. IRRIGATION CONTROLLER LOCATION SHALL BE VERIFIED ON-SITE WITH OWNER'S REPRESENTATIVE. 17. CONTROL WIRES: 14 GAUGE DIRECT BURIAL, SOLID COPPER IRRIGATION WIRE. RUN UNDER MAIN LINE. USE MOISTURE -PROOF SPLICES AND SPLICE ONLY AT VALVES OR PULL BOXES. RUN SEPARATE HOT AND COMMON WIRE TO EACH VALVE AND ONE (1) SPARE WIRE AND GROUND TO FURTHEST VALVE FROM CONTROLLER. LABEL OR COLOR CODE ALL WIRES. 18. AVOID OVER SPRAY ON BUILDINGS, PAVEMENT, WALLS AND ROADWAYS BY INDIVIDUALLY ADJUSTING RADIUS OR ARC ON SPRINKLER HEADS AND FLOW CONTROL ON AUTOMATIC VALVE. 19. ADJUST PRESSURE REGULATING VALVES FOR OPTIMUM PRESSURE ON SITE. 20. USE SCREENS ON ALL HEADS. 21. A SET OF AS -BUILT DRAWINGS SHALL BE MAINTAINED ON-SITE AT ALL TIMES IN AN UPDATED CONDITION. 22. ALL PIPE 3" AND OVER SHALL HAVE THRUST BLOCKING AT EACH TURN. 23. ALL AUTOMATIC REMOTE CONTROL VALVES WILL HAVE 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL UNDERNEATH VALVE AND VALVE BOX. GRAVEL SHALL EXTENT 3" BEYOND PERIMETER OF VALVE BOX. 24. THERE SHALL BE 3" MINIMUM SPACE BETWEEN BOTTOM OF VALVE BOX COVER AND TOP OF VALVE STRUCTURE. 0 0 � Know what's below. 0111 before you dig. 11/8/2021 1:39:36 PM C00 ASH30eR�I C� GQ Oo M FP Civil Engineering ^ Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 IrkFIRM GROUND -_ _. _ - 'yhneers U) FM z LU 2FM a a a O J J LU (M) FM z �0 U Lu O d N CO M LO Ln J LUU z m J 0 0 U W N O M L0 LO z 00 1Z LU W 2 m z J W 0- LUm J J LUY O O O T_ I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. Patrick J. Sarver DATE 11/04/19 LICENSE NO. 24904 ISSUE/SUBMITTAL SUMMARY DRAWN BY:JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY LANDSCAPE PLAN NOTES & DETAILS L 1. 1 COPYRIGHT CIVIL SITE GROUP 4 / / A AY 155207001010 Property Address 9320 CEDAR ST 1 d° l MONTI CELLO s/ 117 Qj Al / o \n/KKKKK_�/ _ .1 / IL s, 4" LOC =9s. ,I^�'=952so1.00 0 � 9 I I I I Boa / E / O /U % °/if / a rn I °' I /y��/ / % / �� `O� ,��° // ; INLEl1 P TE6-T 6Ale ♦ I s opis� TOH ASI YIP /� TYPif 411, CI At 4 if / / / / / �• ;♦ I 9 //` 4 "0 �•''•��' Par 1 16 /� � / / / • ;••. z3 155 dim=ssa.os/ / / s ••••• • 1 rn / / // 49,2 if 4 T111 _ / / I / // / vy 966.72 1 SMH ;c>966 C%)C/1 / .9 an my if 4 X96k , L0x co O) (D / / 0)a / / 3" OAK z / / / / if / if % x�l�� 8" PIN Z x rn / r- i\ i\ /� r- n l -l- r- r� / if / 17" PIN Z/ 6" SPR Z I I /^ L 1 / \/ ♦/ l/V L— �/ ♦/ V \/ L— l V l L— l I Rim X g6n'S'S � i I / I 956 /iR°coryy� 5" H Z CONSTRUCTION LIMITS 4" BAS Z x96 /�� `v 0) 6" BAs z / PERIMETER EROSION / ' v CONTROL AT / 9// ainage /bnd Utll Its//basement Over 6" SPA z � / CONSTRUCTION of 0 / tl of A der I a t 11 _ i / / 1,, % LIMITS, TYP. BR im=963.03 4" MAP Z BR Ris" SPR z I/ sMH � l j � m=96d80 0)II I x96 // // I INLET PROTECTION AT ti l^ 0� 25• °-P �� el 6" SPR Z CATCH BASINS BEING S REMOVED /r 5" SPR Z c'D \° g6 a9 / / x -O Q Jv 1 0 / \ X / / -O �' 1�6�9 / / ssi �o / / I I � � � 1 \ / / �i � � 5" SPR Z / // /1 I / if 1 5" SRR/ zo / 1 1, \ 6�g \ 52 / / / / / / ❑T X111110- � / \ \ / l l � �8i l if � vJ 5" SPR Z� CV / �d / \ \ 965 — — / / / 1 / 1 5" ISPR / �) /� / rn / � \ 964 ------ --�/ // �/ X96,6 / 1 / �C / / / if Q5� / \ \ \`---- // / x9i / 5- SPR Z / / / 4 963 / rn / n r� r'%l -l� l I l l / ?ti X l I- -1 I / 1 / l / / l l/ l I I 15" SA Z 9---- 962 c41)�i1 y X i 6 I ---------- 961-- 5 / I I j♦ / < / < / 1 L— 4 x 96� / I I P I I 5/ SPR z l / � / � /'� / 4. x < � < J / % / / ^ / if p I • / /// 1/ v 1 \ \\ / ifI 5" SPR Z / SPR Z X / I x9 981�` \ / \ I ♦ I j i I 95 0 c Ro \\ X 062 J, 4" SPR Z /I 0 1\ / 959.60 959.57 X X \ g6 • I I � vJ � 4" SPR Z I 41) p5 \ im=963. ♦ // J ,�596g % ha$ --- \\ �\\ LL 4" SPR Z / / INFILTRATION BASIN 1 Rim=963.73 \ // / BOT=954.33 \ � � / TOP=957.33 EOF=958.33 x9 ��` �\\` \/ / ; / / 100 -YR HWL-- 957.70 % \ \ I / ♦ VOL—(954.33-956.13)-- 10,941 CF � \� EOF— 958.33 ` �' f , VOL=(956.13-957.33)=20,298 CF SWPPP NOTES: 1. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIRE AN MPCA NPDES PERMIT. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY EROSION CONTROL PERMITS REQUIRED BY THE CITY. 2. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROL NOTES, DESCRIPTIONS, AND PRACTICES. 3. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION CONTROL NOTES. 4. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION, INSPECTIONS, AND COMPLIANCE WITH NPDES PERMIT. CITY OF MONTICELLO EROSION CONTROL NOTE,' 1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES. ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, AND MEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUM REQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURING THE COURSE OF CONSTRUCTION. LEGEND: -------- 1125 -------- EX. 1' CONTOUR ELEVATION INTERVAL 1137 1.0' CONTOUR ELEVATION INTERVAL DRAINAGE ARROW ............``........ SILT FENCE / BIOROLL - GRADING LIMIT INLET PROTECTION STABILIZED CONSTRUCTION ENTRANCE 7z- 27zz7:� EROSION CONTROL BLANKET 0�0 �p0 Know what's below. Call before you dig. Ag�l 1 " = 30'-0" 15'-0" 0 30'-0" 11/8/20211:39:45 PM CROVRO SRO�e C7 m (CD M p Civil Engineering ^ Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 FIRM GROUNE) G� Cl) FM z W N co M L0 NL0co z L L0U) Z O J LU O� U Q J W _ a Jm~ U J O QJ z LUO O �a J J m W o `�LLJCID V o J LU U) FM 0O ZO O U w O I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MaTthew R. Pavek DATE 11/8/21 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DRAWN BY:JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY DATE DESCRIPTION SWPPP -EXISTING CONDITIONS swi 0 ■ © COPYRIGHT CIVIL SITE GROUP IK Property Address 9320 CEDAR ST MONTI CELLO01 d�Q 81 ZI, 511 TNY= T / 96.16 / `�� `p / �► e ' c� • / f / 964.06/ 4 v CONSTRUCTION LIMITS I / I INLET PROTECTION AT CATCH BASINS, TYP I VV I / §01:1 0// I 9 966 \\ \ 963 \ O 0 0 sss 967 05 J I \ F® 964 \ x k6 ti x �o \ \ o \ 866 46 x \ x 41 x � E 99 2 X \ X,)66 _ 4" LOC / I I I 'PERIMETER EROSION CONTROLAT CONSTRUCTION LIMITS, TYP. SMH Rim=863.80 1n, over pg• deep iN S E INFILTRATION BASIN 1 BOT=954.33 TOP=957.33 EOF=958.33 100 -YR HWL=957.70 VOL=(954.33-956.13)=10,941 CF VOL=(956.13-957.33)=20,298 CF r � / ' I /4. 1 v SWPPP NOTES: 1. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIRE AN MPCA NPDES PERMIT. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY EROSION CONTROL PERMITS REQUIRED BY THE CITY. 2. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROL NOTES, DESCRIPTIONS, AND PRACTICES. 3. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION CONTROL NOTES. 4. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION, INSPECTIONS, AND COMPLIANCE WITH NPDES PERMIT. CITY OF MONTICELLO EROSION CONTROL NOTES 1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES. ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, AND MEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUM REQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURING THE COURSE OF CONSTRUCTION. LEGEND: ----- 1125-- EX. 1' CONTOUR ELEVATION INTERVAL 1137 1.0' CONTOUR ELEVATION INTERVAL DRAINAGE ARROW ■■■■■■■■■�■■■■■■■■■■ SILT FENCE/BIOROLL- GRADING LIMIT INLET PROTECTION STABILIZED CONSTRUCTION ENTRANCE K-7zz- 2� EROSION CONTROL BLANKET I 0 �pa Know what's below. Call before you dig. Q 1" = 30'-0" 15'-0" 0 30'-0" 11/8/2021 1:39:51 PM (CROUHO sRoge C7 m (CD M p Civil Engineering , Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 U w O FIRM GROUNE) N CO c'7 L0 CU') G O J LUU z G J m O U U) N CO M L0 L0 00 I.L LU MW W z J p J W LL a_ LLJm LUJ J 0 O O T— I I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Mayhew R. Pavek DATE 11/8/21 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DRAWN BY:JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY DATE DESCRIPTION SWPPP- PROPOSED CONDITIONS swimi © COPYRIGHT CIVIL SITE GROUP ❑\ T INFILTRATION BASIN 1 BOT=954.33 TOP=957.33 EOF=958.33 100 -YR HWL=957.70 VOL=(954.33-956.13)=10,941 CF VOL=(956.13-957.33)=20,298 CF r � / ' I /4. 1 v SWPPP NOTES: 1. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIRE AN MPCA NPDES PERMIT. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY EROSION CONTROL PERMITS REQUIRED BY THE CITY. 2. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROL NOTES, DESCRIPTIONS, AND PRACTICES. 3. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION CONTROL NOTES. 4. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION, INSPECTIONS, AND COMPLIANCE WITH NPDES PERMIT. CITY OF MONTICELLO EROSION CONTROL NOTES 1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES. ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, AND MEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUM REQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURING THE COURSE OF CONSTRUCTION. LEGEND: ----- 1125-- EX. 1' CONTOUR ELEVATION INTERVAL 1137 1.0' CONTOUR ELEVATION INTERVAL DRAINAGE ARROW ■■■■■■■■■�■■■■■■■■■■ SILT FENCE/BIOROLL- GRADING LIMIT INLET PROTECTION STABILIZED CONSTRUCTION ENTRANCE K-7zz- 2� EROSION CONTROL BLANKET I 0 �pa Know what's below. Call before you dig. Q 1" = 30'-0" 15'-0" 0 30'-0" 11/8/2021 1:39:51 PM (CROUHO sRoge C7 m (CD M p Civil Engineering , Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 U w O FIRM GROUNE) N CO c'7 L0 CU') G O J LUU z G J m O U U) N CO M L0 L0 00 I.L LU MW W z J p J W LL a_ LLJm LUJ J 0 O O T— I I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Mayhew R. Pavek DATE 11/8/21 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DRAWN BY:JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY DATE DESCRIPTION SWPPP- PROPOSED CONDITIONS swimi © COPYRIGHT CIVIL SITE GROUP =RFLOW Ib/2 OF THE CURB K HEIGHT =RFLOW AT TOP OF FER ASSEMBLY ISTING CURB, PLATE, BOX, ID GRATE .TER ASSEMBLY DIAMETER, 6" I -GRADE 10" AT LOW POINT 3H -FLOW FABRIC NO I E5: 1. REPLACE INLET GRATE UPON COMPLETE INSTALLATION OF INLET PROTECTION FABRIC. 2. CONTRACTOR SHALL REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE SURFACE OF THE SYSTEM AFTER EACH STORM EVENT AND AT THE COMPLETION OF THE CONTRACT. 3. REFERENCE APPLE VALLEY STANDARD PLATE ERO-4C. CURB INLET FILTER NTS PROFILE NOTES: 1. PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND UNDISTURBED ROADWAY. 2. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO UNDISTURBED ROADWAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ADDING STONE TO THE LENGTH OF THE ENTRANCE. 3. REPAIR AND CLEANOUT MEASURES USED TO TRAP SEDIMENT. 4. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO UNDISTURBED ROADWAY SHALL BE REMOVED AS DIRECTED BY THE ENGINEER. 5. FINAL LOCATION AND INSTALLATION SHALL BE COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION ACTIVITIES. 6. CRUSHED STONE SHALL BE 1-1/2" DIA. CLOSE GRADED, AND IN ACCORDANCE TO MNDOT SECTION 2118. STABILIZED CONSTRUCTION ACCESS NTS 'B' TAMP THE TRENCH FULL OF SOIL. SECURE WITH ROW OF STAPLES, 10" SPACING, 4" DOWN FROM TRENCH rr r r r r r r r r ®O y r r I p:f 'C' OVERLAP: BURY UPPER END OF LOWER STRIP AS IN 'A' AND'B'. OVERLAP END OF r rr TOP STRIP 4" AND STAPLE. r r r r 111®/ 'D' EROSION STOP: FOLD OF MATTING BURIED IN SILT TRENCH AND TAMPED. DOUBLEROW OF STAPLES. PLACE STAPLES 2 FEET APART TO KEEP MATTING FIRMLY PRESSED TO SOIL. EROSION BLANKET NTS 'A' BURY THE TOP END OF THE MATTING IN A TRENCH 4" OR MORE IN DEPTH NOTE: 1. PLACE STAPLES 2 FEET APART TO KEEP MATTING FIRMLY PRESSED TO SOIL. _o T TYPICAL STAPLE #8 GAUGE WIRE EXISTING GROUND SURFACE 00 ILTER FABRIC AS SPECIFIED ILLER AS SPECIFIED FILL UPSTREAM BASE EDGE WITH 2" OF DIRT OR COMPOST TO EMBED ROLL. DIRECTION OF FLOW WOODEN STAKES 1/2"X2"X16" MIN. PLACED 10' O.C. WHEN INSTALLED ON GROUND. IF INSTALLED ON PVMT. PROVIDE SANDBAGS BEHIND AND ON TOP AT MIN. 10' O.C. NOTE: 1. COMPOST FILTER LOGS (BIO ROLLS) SHALL BE FILTREXX EROSION CONTROL SOXX OR APPROVED EQUAL. 2. COMPOST FILLER TO BE MADE FROM A COMPOST BLEND 30%-40% GRADE 2 (SPEC 3890) AND 60%-70% PARTIALLY DECOMPOSED WOOD CHIPS, PER MNDOT SPEC 3897. 3. FILTER FABRIC SHALL BE GEOTEXTILE KNITTED MATERIAL WITH MAX. OPENINGS OF 3/811 . 4. IF MULTIPLE ROLLS NEEDED, OVERLAP BY MIN. 12" AT ENDS AND STAKE. 5. SILT SHALL BE REMOVED ONCE IT REACHES 80% OF THE HEIGHT OF THE ROLL OR AS DEEMED NECESSARY BY SITE CONTRACTOR TO MAINTAIN PROPER FUNCTION. SEDIMENT BIO -ROLL / COMPOST FILTER LOG NTS SUPPORT NET: 12 GAUGE 4" x 4" WIRE HOOKED ONTO — PREFORMED CHANNELS ON POSTS AS SPECIFIED. EXISTING GROUND SURFACE FILTER FABRIC WITH WIRE SUPPORT NET AS SPECIFIED. METAL POST AS SPECIFIED. FILTER FABRIC AS SPECIFIED SECURE TO WIRE SUPPORT NET WITH METAL CLIPS 12"O.C. III ANCHOR FABRIC SOIL, TAMP BACKFILL H CARRY WIRE SUPPORTNET DOWN INTO TRENCH z N � SEDIMENT FENCE NTS DIRECTION OF FLOW METAL POSTS 8'-0" O.C. MAX. 0 0 0 Civil Engineering ^ Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 l-_ C) W 0 ��`FIRM GROUND aw ufiiiGc[s cl) FM z LU 50FM a am a N C0 (y) L0 J LUU z J m J O U 07 N C0 M L0 L0 Z 1' � 0 O 6L LU W 2 Z J p J W a_ o� LLJ m J LUY O O O T_ I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MaTthew R. Pavek DATE 11/8/21 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DRAWN BY:JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY DATE I DESCRIPTION SWPPP - DETAILS SW1 02 11/8/2021 1:39:56 PM ' © COPYRIGHT CIVIL SITE GROUP 30' FROM EDGE OF ROAD TO FRONT OF SPEED BUMP 35' R Q 0 I Q 0 C N 7 C A LU TO CONSTRUCTION Z I AREA U) I p Z C� PLAN 35' R z TO CONSTRUCTION AREA 6" MIN CRUSHED STONE X LU EXISTING 75' MINIMUM UNDISTURBED FINISHED GRADE 1 GEOTEXTILE FILTER FABRIC I I 4" HIGH, 18" WIDE /_ SPEED BUMP ROADWAY PROFILE NOTES: 1. PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND UNDISTURBED ROADWAY. 2. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO UNDISTURBED ROADWAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ADDING STONE TO THE LENGTH OF THE ENTRANCE. 3. REPAIR AND CLEANOUT MEASURES USED TO TRAP SEDIMENT. 4. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO UNDISTURBED ROADWAY SHALL BE REMOVED AS DIRECTED BY THE ENGINEER. 5. FINAL LOCATION AND INSTALLATION SHALL BE COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION ACTIVITIES. 6. CRUSHED STONE SHALL BE 1-1/2" DIA. CLOSE GRADED, AND IN ACCORDANCE TO MNDOT SECTION 2118. STABILIZED CONSTRUCTION ACCESS NTS 'B' TAMP THE TRENCH FULL OF SOIL. SECURE WITH ROW OF STAPLES, 10" SPACING, 4" DOWN FROM TRENCH rr r r r r r r r r ®O y r r I p:f 'C' OVERLAP: BURY UPPER END OF LOWER STRIP AS IN 'A' AND'B'. OVERLAP END OF r rr TOP STRIP 4" AND STAPLE. r r r r 111®/ 'D' EROSION STOP: FOLD OF MATTING BURIED IN SILT TRENCH AND TAMPED. DOUBLEROW OF STAPLES. PLACE STAPLES 2 FEET APART TO KEEP MATTING FIRMLY PRESSED TO SOIL. EROSION BLANKET NTS 'A' BURY THE TOP END OF THE MATTING IN A TRENCH 4" OR MORE IN DEPTH NOTE: 1. PLACE STAPLES 2 FEET APART TO KEEP MATTING FIRMLY PRESSED TO SOIL. _o T TYPICAL STAPLE #8 GAUGE WIRE EXISTING GROUND SURFACE 00 ILTER FABRIC AS SPECIFIED ILLER AS SPECIFIED FILL UPSTREAM BASE EDGE WITH 2" OF DIRT OR COMPOST TO EMBED ROLL. DIRECTION OF FLOW WOODEN STAKES 1/2"X2"X16" MIN. PLACED 10' O.C. WHEN INSTALLED ON GROUND. IF INSTALLED ON PVMT. PROVIDE SANDBAGS BEHIND AND ON TOP AT MIN. 10' O.C. NOTE: 1. COMPOST FILTER LOGS (BIO ROLLS) SHALL BE FILTREXX EROSION CONTROL SOXX OR APPROVED EQUAL. 2. COMPOST FILLER TO BE MADE FROM A COMPOST BLEND 30%-40% GRADE 2 (SPEC 3890) AND 60%-70% PARTIALLY DECOMPOSED WOOD CHIPS, PER MNDOT SPEC 3897. 3. FILTER FABRIC SHALL BE GEOTEXTILE KNITTED MATERIAL WITH MAX. OPENINGS OF 3/811 . 4. IF MULTIPLE ROLLS NEEDED, OVERLAP BY MIN. 12" AT ENDS AND STAKE. 5. SILT SHALL BE REMOVED ONCE IT REACHES 80% OF THE HEIGHT OF THE ROLL OR AS DEEMED NECESSARY BY SITE CONTRACTOR TO MAINTAIN PROPER FUNCTION. SEDIMENT BIO -ROLL / COMPOST FILTER LOG NTS SUPPORT NET: 12 GAUGE 4" x 4" WIRE HOOKED ONTO — PREFORMED CHANNELS ON POSTS AS SPECIFIED. EXISTING GROUND SURFACE FILTER FABRIC WITH WIRE SUPPORT NET AS SPECIFIED. METAL POST AS SPECIFIED. FILTER FABRIC AS SPECIFIED SECURE TO WIRE SUPPORT NET WITH METAL CLIPS 12"O.C. III ANCHOR FABRIC SOIL, TAMP BACKFILL H CARRY WIRE SUPPORTNET DOWN INTO TRENCH z N � SEDIMENT FENCE NTS DIRECTION OF FLOW METAL POSTS 8'-0" O.C. MAX. 0 0 0 Civil Engineering ^ Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 l-_ C) W 0 ��`FIRM GROUND aw ufiiiGc[s cl) FM z LU 50FM a am a N C0 (y) L0 J LUU z J m J O U 07 N C0 M L0 L0 Z 1' � 0 O 6L LU W 2 Z J p J W a_ o� LLJ m J LUY O O O T_ I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MaTthew R. Pavek DATE 11/8/21 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DRAWN BY:JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY DATE I DESCRIPTION SWPPP - DETAILS SW1 02 11/8/2021 1:39:56 PM ' © COPYRIGHT CIVIL SITE GROUP GENERAL SWPPP REQUIREMENTS AND NOTES: THE CONTRACTOR AND ALL SUBCONTRACTORS INVOLVED WITH A CONSTRUCTION ACTIVITY THAT DISTURBS SITE SOIL OR WHO IMPLEMENT A POLLUTANT CONTROL MEASURE IDENTIFIED IN THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) MUST COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT (DATED AUGUST 1, 2018 # MNR100001) AND ANY LOCAL GOVERNING AGENCY HAVING JURISDICTION CONCERNING EROSION AND SEDIMENTATION CONTROL. STORMWATER DISCHARGE DESIGN REQUIREMENTS SWPPP THE NATURE OF THIS PROJECT WILL BE CONSISTENT WITH WHAT IS REPRESENTED IN THIS SET OF CONSTRUCTION PLANS AND SPECIFICATIONS. SEE THE SWPPP PLAN SHEETS AND SWPPP NARRATIVE (ATTACHMENT A: CONSTRUCTION SWPPP TEMPLATE) FOR ADDITIONAL SITE SPECIFIC SWPPP INFORMATION. THE PLANS SHOW LOCATIONS AND TYPES OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BMP'S. STANDARD DETAILS ARE ATTACHED TO THIS SWPPP DOCUMENT. THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES IS AS FOLLOWS: 1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE 2. INSTALLATION OF SILT FENCE AROUND SITE 3. INSTALL ORANGE CONSTRUCTION FENCING AROUND INFILTRATION AREAS. 4. CLEAR AND GRUB FOR TEMPORARY SEDIMENT BASIN / POND INSTALL 5. CONSTRUCT TEMPORARY SEDIMENT BASIN / POND (SECTION 14) 6. CLEAR AND GRUB REMAINDER OF SITE 7. STRIP AND STOCKPILE TOPSOIL 8. ROUGH GRADING OF SITE 9. STABILIZE DENUDED AREAS AND STOCKPILES 10. INSTALL SANITARY SEWER, WATER MAIN STORM SEWER AND SERVICES 11. INSTALL SILT FENCE / INLET PROTECTION AROUND CB'S 12. INSTALL STREET SECTION 13. INSTALL CURB AND GUTTER 14. BITUMINOUS ON STREETS 15. FINAL GRADE BOULEVARD, INSTALL SEED AND MULCH 16. REMOVE ACCUMULATED SEDIMENT FROM BASIN / POND 17. FINAL GRADE POND / INFILTRATION BASINS (DO NOT COMPACT SOILS IN INFILTRATION AREAS.) 18. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED OR SOD/LANDSCAPING, REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL. RECORDS RETENTION: THE SWPPP ORIGINAL OR COPIES INCLUDING ALL CHANGES TO IT AND INSPECTIONS AND MAINTENANCE RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION BY THE PERMITTEE WHO HAS OPERATIONAL CONTROL OF THAT PORTION OF THE SITE. THE SWPPP CAN BE KEPT IN EITHER THE FIELD OFFICE OR IN AN ON SITE VEHICLE DURING NORMAL WORKING HOURS. ALL OWNER(S) MUST KEEP THE SWPPP, ALONG WITH THE FOLLOWING ADDITIONAL RECORDS, ON FILE FOR THREE (3) YEARS AFTER SUBMITTAL OF THE NOT AS OUTLINED IN SECTION 4. THIS DOES NOT INCLUDE ANY RECORDS AFTER SUBMITTAL OF THE NOT. 1. THE FINAL SWPPP; 2. ANY OTHER STORMWATER RELATED PERMITS REQUIRED FOR THE PROJECT; 3. RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION(SEE SECTION 11 INSPECTIONS AND MAINTENANCE); 4. ALL PERMANENT OPERATION AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDING ALL RIGHT OF WAY, CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUAL MAINTENANCE; AND 5. ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATER MANAGEMENT SYSTEMS. SWPPP IMPLEMENTATION RESPONSIBILITIES: 1. THE OWNER AND CONTRACTOR ARE PERMITTEE(S) AS IDENTIFIED BY THE NPDES PERMIT. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ON-SITE IMPLEMENTATION OF THE SWPPP, INCLUDING THE ACTIVITIES OF ALL OF THE CONTRACTOR'S SUBCONTRACTORS. 3. CONTRACTOR SHALL PROVIDE A PERSON(S) KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTION AND SEDIMENT CONTROL BMPS TO OVERSEE ALL INSTALLATION AND MAINTENANCE OF BMPS AND IMPLEMENTATION OF THE SWPPP. 4. CONTRACTOR SHALL PROVIDE PERSON(S) MEETING THE TRAINING REQUIREMENTS OF THE NPDES PERMIT TO CONDUCT INSPECTION AND MAINTENANCE OF ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS IN ACCORDANCE WITH THE REQUIREMENTS OF THE PERMIT. ONE OF THESE INDIVIDUALS MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON REQUEST BY MPGA. CONTRACTOR SHALL PROVIDE TRAINING DOCUMENTATION FOR THESE INDIVIDUAL(S) AS REQUIRED BY THE NPDES PERMIT. THIS TRAINING DOCUMENTATION SHALL BE RECORDED IN OR WITH THE SWPPP BEFORE THE START OF CONSTRUCTION OR AS SOON AS THE PERSONNEL FOR THE PROJECT HAVE BEEN DETERMINED. DOCUMENTATION SHALL INCLUDE: 4.1. NAMES OF THE PERSONNEL ASSOCIATED WITH THE PROJECT THAT ARE REQUIRED TO BE TRAINED PER SECTION 21 OF THE PERMIT. 4.2. DATES OF TRAINING AND NAME OF INSTRUCTOR AND ENTITY PROVIDING TRAINING. 4.3. CONTENT OF TRAINING COURSE OR WORKSHOP INCLUDING THE NUMBER OF HOURS OF TRAINING. 5. FOLLOWING FINAL STABILIZATION AND THE TERMINATION OF COVERAGE FOR THE NPDES PERMIT, THE OWNER IS EXPECTED TO FURNISH LONG TERM OPERATION AND MAINTENANCE (0 & M) OF THE PERMANENT STORM WATER MANAGEMENT SYSTEM. CONSTRUCTION ACTIVITY REQUIREMENTS SWPPP AMENDMENTS (SECTION 6): 1. ONE OF THE INDIVIDUALS DESCRIBED IN ITEM 21.2.A OR ITEM 21.2.6 OR ANOTHER QUALIFIED INDIVIDUAL MUST COMPLETE ALL SWPPP CHANGES. CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATION DESCRIBING HOW THE REPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS. 2. PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS HAVING A SIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER. 3. PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER INSPECTIONS OR INVESTIGATIONS BY THE SITE OWNER OR OPERATOR, USEPA OR MPCA OFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER OR THE DISCHARGES ARE CAUSING WATER QUALITY STANDARD EXCEEDANCES (E.G., NUISANCE CONDITIONS AS DEFINED IN MINN. R. 7050.0210, SUBP. 2) OR THE SWPPP IS NOT CONSISTENT WITH THE OBJECTIVES OF A USEPA APPROVED TMDL. BMP SELECTION AND INSTALLATION (SECTION 7): 1. PERMITTEES MUST SELECT, INSTALL, AND MAINTAIN THE BMPS IDENTIFIED IN THE SWPPP AND IN THIS PERMIT IN AN APPROPRIATE AND FUNCTIONAL MANNER AND IN ACCORDANCE WITH RELEVANT MANUFACTURER SPECIFICATIONS AND ACCEPTED ENGINEERING PRACTICES. EROSION PREVENTION (SECTION 8): 1. BEFORE WORK BEGINS, PERMITTEES MUST DELINEATE THE LOCATION OF AREAS NOT TO BE DISTURBED. 2. PERMITTEES MUST MINIMIZE THE NEED FOR DISTURBANCE OF PORTIONS OF THE PROJECT WITH STEEP SLOPES. WHEN STEEP SLOPES MUST BE DISTURBED, PERMITTEES MUST USE TECHNIQUES SUCH AS PHASING AND STABILIZATION PRACTICES DESIGNED FOR STEEP SLOPES (E.G., SLOPE DRAINING AND TERRACING). 3. PERMITTEES MUST STABILIZE ALL EXPOSED SOIL AREAS, INCLUDING STOCKPILES. STABILIZATION MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION WHEN CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN 14 CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY HAS CEASED. STABILIZATION IS NOT REQUIRED ON CONSTRUCTED BASE COMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES. STABILIZATION IS NOT REQUIRED ON TEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANIC COMPONENTS (E.G., CLEAN AGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) BUT PERMITTEES MUST PROVIDE SEDIMENT CONTROLS AT THE BASE OF THE STOCKPILE. 4. FOR PUBLIC WATERS THAT THE MINNESOTA DNR HAS PROMULGATED "WORK IN WATER RESTRICTIONS" DURING SPECIFIED FISH SPAWNING TIME FRAMES, PERMITTEES MUST COMPLETE STABILIZATION OF ALL EXPOSED SOIL AREAS WITHIN 200 FEET OF THE WATER'S EDGE, AND THAT DRAIN TO THESE WATERS, WITHIN 24 HOURS DURING THE RESTRICTION PERIOD. 5. PERMITTEES MUST STABILIZE THE NORMAL WETTED PERIMETER OF THE LAST 200 LINEAR FEET OF TEMPORARY OR PERMANENT DRAINAGE DITCHES OR SWALES THAT DRAIN WATER FROM THE SITE WITHIN 24 HOURS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE. PERMITTEES MUST COMPLETE STABILIZATION OF REMAINING PORTIONS OF TEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE AND CONSTRUCTION IN THAT PORTION OF THE DITCH TEMPORARILY OR PERMANENTLY CEASES. 6. TEMPORARY OR PERMANENT DITCHES OR SWALES BEING USED AS A SEDIMENT CONTAINMENT SYSTEM DURING CONSTRUCTION (WITH PROPERLY DESIGNED ROCK -DITCH CHECKS, BIO ROLLS, SILT DIKES, ETC.) DO NOT NEED TO BE STABILIZED. PERMITTEES MUST STABILIZE THESE AREAS WITHIN 24 HOURS AFTER THEIR USE AS A SEDIMENT CONTAINMENT SYSTEM CEASES 7. PERMITTEES MUST NOT USE MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSION PREVENTION PRACTICES WITHIN ANY PORTION OF THE NORMAL WETTED PERIMETER OF A TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALE SECTION WITH A CONTINUOUS SLOPE OF GREATER THAN 2 PERCENT. 8. PERMITTEES MUST PROVIDE TEMPORARY OR PERMANENT ENERGY DISSIPATION AT ALL PIPE OUTLETS WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER OR PERMANENT STORMWATER TREATMENT SYSTEM. 9. PERMITTEES MUST NOT DISTURB MORE LAND (I.E., PHASING) THAN CAN BE EFFECTIVELY INSPECTED AND MAINTAINED IN ACCORDANCE WITH SECTION 11. SEDIMENT CONTROL (SECTION 9): 1. PERMITTEES MUST ESTABLISH SEDIMENT CONTROL BMPS ON ALL DOWNGRADIENT PERIMETERS OF THE SITE AND DOWNGRADIENT AREAS OF THE SITE THAT DRAIN TO ANY SURFACE WATER, INCLUDING CURB AND GUTTER SYSTEMS. PERMITTEES MUST LOCATE SEDIMENT CONTROL PRACTICES UPGRADIENT OF ANY BUFFER ZONES. PERMITTEES MUST INSTALL SEDIMENT CONTROL PRACTICES BEFORE ANY UPGRADIENT LAND -DISTURBING ACTIVITIES BEGIN AND MUST KEEP THE SEDIMENT CONTROL PRACTICES IN PLACE UNTIL THEY ESTABLISH PERMANENT COVER. 2. IF DOWNGRADIENT SEDIMENT CONTROLS ARE OVERLOADED, BASED ON FREQUENT FAILURE OR EXCESSIVE MAINTENANCE REQUIREMENTS, PERMITTEES MUST INSTALL ADDITIONAL UPGRADIENT SEDIMENT CONTROL PRACTICES OR REDUNDANT BMPS TO ELIMINATE THE OVERLOADING AND AMEND THE SWPPP TO IDENTIFY THESE ADDITIONAL PRACTICES AS REQUIRED IN ITEM 6.3. 3. TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS DESIGNED AS PART OF A SEDIMENT CONTAINMENT SYSTEM (E.G., DITCHES WITH ROCK -CHECK DAMS) REQUIRE SEDIMENT CONTROL PRACTICES ONLY AS APPROPRIATE FOR SITE CONDITIONS. 4. A FLOATING SILT CURTAIN PLACED IN THE WATER IS NOT A SEDIMENT CONTROL BMP TO SATISFY ITEM 9.2 EXCEPT WHEN WORKING ON A SHORELINE OR BELOW THE WATERLINE. IMMEDIATELY AFTER THE SHORT TERM CONSTRUCTION ACTIVITY (E.G., INSTALLATION OF RIP RAP ALONG THE SHORELINE) IN THAT AREA IS COMPLETE, PERMITTEES MUST INSTALL AN UPLAND PERIMETER CONTROL PRACTICE IF EXPOSED SOILS STILL DRAIN TO A SURFACE WATER. 5. PERMITTEES MUST RE -INSTALL ALL SEDIMENT CONTROL PRACTICES ADJUSTED OR REMOVED TO ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES, IMMEDIATELY AFTER THE SHORT-TERM ACTIVITY IS COMPLETED. PERMITTEES MUST RE -INSTALL SEDIMENT CONTROL PRACTICES BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE SHORT-TERM ACTIVITY IS NOT COMPLETE. 6. PERMITTEES MUST PROTECT ALL STORM DRAIN INLETS USING APPROPRIATE BMPS DURING CONSTRUCTION UNTIL THEY ESTABLISH PERMANENT COVER ON ALL AREAS WITH POTENTIAL FOR DISCHARGING TO THE INLET. 7. PERMITTEES MAY REMOVE INLET PROTECTION FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN (E.G. STREET FLOODING/FREEZING) IS IDENTIFIED BY THE PERMITTEES OR THE JURISDICTIONAL AUTHORITY (E.G., CITY/COUNTY/TOWNSHIP/MINNESOTA DEPARTMENT OF TRANSPORTATION ENGINEER). PERMITTEES MUST DOCUMENT THE NEED FOR REMOVAL IN THE SWPPP. 8. PERMITTEES MUST PROVIDE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AT THE BASE OF STOCKPILES ON THE DOWNGRADIENT PERIMETER. 9. PERMITTEES MUST LOCATE STOCKPILES OUTSIDE OF NATURAL BUFFERS OR SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS UNLESS THERE IS A BYPASS IN PLACE FOR THE STORMWATER. 10. PERMITTEES MUST INSTALL A VEHICLE TRACKING BMP TO MINIMIZE THE TRACK OUT OF SEDIMENT FROM THE CONSTRUCTION SITE OR ONTO PAVED ROADS WITHIN THE SITE. 11. PERMITTEES MUST USE STREET SWEEPING IF VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT TRACKING ONTO THE STREET. 12. PERMITTEES MUST INSTALL TEMPORARY SEDIMENT BASINS AS REQUIRED IN SECTION 14. 13. IN ANY AREAS OF THE SITE WHERE FINAL VEGETATIVE STABILIZATION WILL OCCUR, PERMITTEES MUST RESTRICT VEHICLE AND EQUIPMENT USE TO MINIMIZE SOIL COMPACTION. 14. PERMITTEES MUST PRESERVE TOPSOIL ON THE SITE, UNLESS INFEASIBLE. 15. PERMITTEES MUST DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS UNLESS INFEASIBLE. 16. PERMITTEES MUST PRESERVE A 50 FOOT NATURAL BUFFER OR, IF A BUFFER IS INFEASIBLE ON THE SITE, PROVIDE REDUNDANT (DOUBLE) PERIMETER SEDIMENT CONTROLS WHEN A SURFACE WATER IS LOCATED WITHIN 50 FEET OF THE PROJECT'S EARTH DISTURBANCES AND STORMWATER FLOWS TO THE SURFACE WATER. PERMITTEES MUST INSTALL PERIMETER SEDIMENT CONTROLS AT LEAST 5 FEET APART UNLESS LIMITED BY LACK OF AVAILABLE SPACE. NATURAL BUFFERS ARE NOT REQUIRED ADJACENT TO ROAD DITCHES, JUDICIAL DITCHES, COUNTY DITCHES, STORMWATER CONVEYANCE CHANNELS, STORM DRAIN INLETS, AND SEDIMENT BASINS. IF PRESERVING THE BUFFER IS INFEASIBLE, PERMITTEES MUST DOCUMENT THE REASONS IN THE SWPPP. SHEET PILING IS A REDUNDANT PERIMETER CONTROL IF INSTALLED IN A MANNER THAT RETAINS ALL STORMWATER. 17. PERMITTEES MUST USE POLYMERS, FLOCCULANTS, OR OTHER SEDIMENTATION TREATMENT CHEMICALS IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES, DOSING SPECIFICATIONS AND SEDIMENT REMOVAL DESIGN SPECIFICATIONS PROVIDED BY THE MANUFACTURER OR SUPPLIER. THE PERMITTEES MUST USE CONVENTIONAL EROSION AND SEDIMENT CONTROLS PRIOR TO CHEMICAL ADDITION AND MUST DIRECT TREATED STORMWATER TO A SEDIMENT CONTROL SYSTEM FOR FILTRATION OR SETTLEMENT OF THE FLOC PRIOR TO DISCHARGE. DEWATERING AND BASIN DRAINING (SECTION 10): 1. PERMITTEES MUST DISCHARGE TURBID OR SEDIMENT -LADEN WATERS RELATED TO DEWATERING OR BASIN DRAINING (E.G., PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY OR PERMANENT SEDIMENT BASIN ON THE PROJECT SITE UNLESS INFEASIBLE. PERMITTEES MAY DEWATER TO SURFACE WATERS IF THEY VISUALLY CHECK TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED AND NUISANCE CONDITIONS (SEE MINN. R. 7050.0210, SUBP. 2) WILL NOT RESULT FROM THE DISCHARGE. IF PERMITTEES CANNOT DISCHARGE THE WATER TO A SEDIMENTATION BASIN PRIOR TO ENTERING A SURFACE WATER, PERMITTEES MUST TREAT IT WITH APPROPRIATE BMPS SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE SURFACE WATER OR DOWNSTREAM PROPERTIES. 2. IF PERMITTEES MUST DISCHARGE WATER CONTAINING OIL OR GREASE, THEY MUST USE AN OIL -WATER SEPARATOR OR SUITABLE FILTRATION DEVICE (E.G., CARTRIDGE FILTERS, ABSORBENTS PADS) PRIOR TO DISCHARGE. 3. PERMITTEES MUST DISCHARGE ALL WATER FROM DEWATERING OR BASIN -DRAINING ACTIVITIES IN A MANNER THAT DOES NOT CAUSE EROSION OR SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS OR INUNDATION OF WETLANDS IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS THAT CAUSES SIGNIFICANT ADVERSE IMPACT TO THE WETLAND. 4. IF PERMITTEES USE FILTERS WITH BACKWASH WATER, THEY MUST HAUL THE BACKWASH WATER AWAY FOR DISPOSAL, RETURN THE BACKWASH WATER TO THE BEGINNING OF THE TREATMENT PROCESS, OR INCORPORATE THE BACKWASH WATER INTO THE SITE IN A MANNER THAT DOES NOT CAUSE EROSION. INSPECTIONS AND MAINTENANCE (SECTION 11): 1. PERMITTEES MUST ENSURE A TRAINED PERSON, AS IDENTIFIED IN ITEM 21.2.6, WILL INSPECT THE ENTIRE CONSTRUCTION SITE AT LEAST ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 1/2 INCH IN 24 HOURS. 2. PERMITTEES MUST INSPECT AND MAINTAIN ALL PERMANENT STORMWATER TREATMENT BMPS. 3. PERMITTEES MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTION PREVENTION MANAGEMENT MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL NONFUNCTIONAL BMPS WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY UNLESS ANOTHER TIME FRAME IS SPECIFIED IN ITEM 11.5 OR 11.6. PERMITTEES MAY TAKE ADDITIONAL TIME IF FIELD CONDITIONS PREVENT ACCESS TO THE AREA. 4. DURING EACH INSPECTION, PERMITTEES MUST INSPECT SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS BUT NOT CURB AND GUTTER SYSTEMS, FOR EVIDENCE OF EROSION AND SEDIMENT DEPOSITION. PERMITTEES MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. PERMITTEES MUST COMPLETE REMOVAL AND STABILIZATION WITHIN SEVEN (7) CALENDAR DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. PERMITTEES MUST USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OF OBTAINING ACCESS. PERMITTEES ARE RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK IN SURFACE WATERS. 5. PERMITTEES MUST INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS, STREETS AND CURB AND GUTTER SYSTEMS WITHIN AND ADJACENT TO THE PROJECT FOR SEDIMENTATION FROM EROSION OR TRACKED SEDIMENT FROM VEHICLES. PERMITTEES MUST REMOVE SEDIMENT FROM ALL PAVED SURFACES WITHIN ONE (1) CALENDAR DAY OF DISCOVERY OR, IF APPLICABLE, WITHIN A SHORTER TIME TO AVOID A SAFETY HAZARD TO USERS OF PUBLIC STREETS. 6. PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL PERIMETER CONTROL DEVICES WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE DEVICE. 7. PERMITTEES MUST DRAIN TEMPORARY AND PERMANENT SEDIMENTATION BASINS AND REMOVE THE SEDIMENT WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME. 8. PERMITTEES MUST ENSURE THAT AT LEAST ONE INDIVIDUAL PRESENT ON THE SITE (OR AVAILABLE TO THE PROJECT SITE IN THREE (3) CALENDAR DAYS) IS TRAINED IN THE JOB DUTIES DESCRIBED IN ITEM 21.2.6. 9. PERMITTEES MAY ADJUST THE INSPECTION SCHEDULE DESCRIBED IN ITEM 11.2 AS FOLLOWS: a. INSPECTIONS OF AREAS WITH PERMANENT COVER CAN BE REDUCED TO ONCE PER MONTH, EVEN IF CONSTRUCTION ACTIVITY CONTINUES ON OTHER PORTIONS OF THE SITE; OR b. WHERE SITES HAVE PERMANENT COVER ON ALL EXPOSED SOIL AND NO CONSTRUCTION ACTIVITY IS OCCURRING ANYWHERE ON THE SITE, INSPECTIONS CAN BE REDUCED TO ONCE PER MONTH AND, AFTER 12 MONTHS, MAY BE SUSPENDED COMPLETELY UNTIL CONSTRUCTION ACTIVITY RESUMES. THE MPCA MAY REQUIRE INSPECTIONS TO RESUME IF CONDITIONS WARRANT; OR c. WHERE CONSTRUCTION ACTIVITY HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, INSPECTIONS MAY BE SUSPENDED. INSPECTIONS MUST RESUME WITHIN 24 HOURS OF RUNOFF OCCURRING, OR UPON RESUMING CONSTRUCTION, WHICHEVER COMES FIRST. 10. PERMITTEES MUST RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES WITHIN 24 HOURS OF BEING CONDUCTED AND THESE RECORDS MUST BE RETAINED WITH THE SWPPP. THESE RECORDS MUST INCLUDE: a. DATE AND TIME OF INSPECTIONS; AND b. NAME OF PERSONS CONDUCTING INSPECTIONS; AND c. ACCURATE FINDINGS OF INSPECTIONS, INCLUDING THE SPECIFIC LOCATION WHERE CORRECTIVE ACTIONS ARE NEEDED; AND d. CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES); AND e. DATE OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCHES IN 24 HOURS, AND THE AMOUNT OF RAINFALL FOR EACH EVENT. PERMITTEES MUST OBTAIN RAINFALL AMOUNTS BY EITHER A PROPERLY MAINTAINED RAIN GAUGE INSTALLED ONSITE, A WEATHER STATION THAT IS WITHIN ONE (1) MILE OF YOUR LOCATION, OR A WEATHER REPORTING SYSTEM THAT PROVIDES SITE SPECIFIC RAINFALL DATA FROM RADAR SUMMARIES; AND f. IF PERMITTEES OBSERVE A DISCHARGE DURING THE INSPECTION THEY MUST RECORD AND SHOULD PHOTOGRAPH AND DESCRIBE THE LOCATION OF THE DISCHARGE (I.E., COLOR, ODOR, SETTLED OR SUSPENDED SOLIDS, OIL SHEEN, AND OTHER OBVIOUS INDICATORS OF POLLUTANTS); AND g. ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION MUST BE DOCUMENTED AS REQUIRED IN SECTION 6 WITHIN SEVEN (7) CALENDAR DAYS. POLLUTION PREVENTION MANAGEMENT (SECTION 12): 1. PERMITTEES MUST PLACE BUILDING PRODUCTS AND LANDSCAPE MATERIALS UNDER COVER (E.G., PLASTIC SHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER. PERMITTEES ARE NOT REQUIRED TO COVER OR PROTECT PRODUCTS WHICH ARE EITHER NOT A SOURCE OF CONTAMINATION TO STORMWATER OR ARE DESIGNED TO BE EXPOSED TO STORMWATER. 2. PERMITTEES MUST PLACE PESTICIDES, FERTILIZERS AND TREATMENT CHEMICALS UNDER COVER (E.G., PLASTIC SHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER. 3. PERMITTEES MUST STORE HAZARDOUS MATERIALS AND TOXIC WASTE, (INCLUDING OIL, DIESEL FUEL, GASOLINE, HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOOD PRESERVATIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS) IN SEALED CONTAINERS TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MATERIALS MUST BE IN COMPLIANCE WITH MINN. R. CH. 7045 INCLUDING SECONDARY CONTAINMENT AS APPLICABLE. 4. PERMITTEES MUST PROPERLY STORE, COLLECT AND DISPOSE SOLID WASTE IN COMPLIANCE WITH MINN. R. CH. 7035. 5. PERMITTEES MUST POSITION PORTABLE TOILETS SO THEY ARE SECURE AND WILL NOT TIP OR BE KNOCKED OVER. PERMITTEES MUST PROPERLY DISPOSE SANITARY WASTE IN ACCORDANCE WITH MINN. R. CH. 7041. 6. PERMITTEES MUST TAKE REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKED CHEMICALS, INCLUDING FUEL, FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED INCLUDING THE USE OF DRIP PANS OR ABSORBENTS UNLESS INFEASIBLE. PERMITTEES MUST ENSURE ADEQUATE SUPPLIES ARE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS AND THAT AN APPROPRIATE DISPOSAL METHOD IS AVAILABLE FOR RECOVERED SPILLED MATERIALS. PERMITTEES MUST REPORT AND CLEAN UP SPILLS IMMEDIATELY AS REQUIRED BY MINN. STAT. 115.061, USING DRY CLEAN UP MEASURES WHERE POSSIBLE. 7. PERMITTEES MUST LIMIT VEHICLE EXTERIOR WASHING AND EQUIPMENT TO A DEFINED AREA OF THE SITE. PERMITTEES MUST CONTAIN RUNOFF FROM THE WASHING AREA IN A SEDIMENT BASIN OR OTHER SIMILARLY EFFECTIVE CONTROLS AND MUST DISPOSE WASTE FROM THE WASHING ACTIVITY PROPERLY. PERMITTEES MUST PROPERLY USE AND STORE SOAPS, DETERGENTS, OR SOLVENTS. 8. PERMITTEES MUST PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUT OPERATIONS (E.G., CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS) RELATED TO THE CONSTRUCTION ACTIVITY. PERMITTEES MUST PREVENT LIQUID AND SOLID WASHOUT WASTES FROM CONTACTING THE GROUND AND MUST DESIGN THE CONTAINMENT SO IT DOES NOT RESULT IN RUNOFF FROM THE WASHOUT OPERATIONS OR AREAS. PERMITTEES MUST PROPERLY DISPOSE LIQUID AND SOLID WASTES IN COMPLIANCE WITH MPCA RULES. PERMITTEES MUST INSTALL A SIGN INDICATING THE LOCATION OF THE WASHOUT FACILITY. PERMIT TERMINATION (SECTION 4 AND SECTION 13): 1. PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ALL TERMINATION CONDITIONS LISTED IN SECTION 13 ARE COMPLETE. 2. PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER SELLING OR OTHERWISE LEGALLY TRANSFERRING THE ENTIRE SITE, INCLUDING PERMIT RESPONSIBILITY FOR ROADS (E.G., STREET SWEEPING) AND STORMWATER INFRASTRUCTURE FINAL CLEAN OUT, OR TRANSFERRING PORTIONS OF A SITE TO ANOTHER PARTY. THE PERMITTEES' COVERAGE UNDER THIS PERMIT TERMINATES AT MIDNIGHT ON THE SUBMISSION DATE OF THE NOT. 3. PERMITTEES MUST COMPLETE ALL CONSTRUCTION ACTIVITY AND MUST INSTALL PERMANENT COVER OVER ALL AREAS PRIOR TO SUBMITTING THE NOT. VEGETATIVE COVER MUST CONSIST OF A UNIFORM PERENNIAL VEGETATION WITH A DENSITY OF 70 PERCENT OF ITS EXPECTED FINAL GROWTH. VEGETATION IS NOT REQUIRED WHERE THE FUNCTION OF A SPECIFIC AREA DICTATES NO VEGETATION, SUCH AS IMPERVIOUS SURFACES OR THE BASE OF A SAND FILTER. 4. PERMITTEES MUST CLEAN THE PERMANENT STORMWATER TREATMENT SYSTEM OF ANY ACCUMULATED SEDIMENT AND MUST ENSURE THE SYSTEM MEETS ALL APPLICABLE REQUIREMENTS IN SECTION 15 THROUGH 19 AND IS OPERATING AS DESIGNED. 5. PERMITTEES MUST REMOVE ALL SEDIMENT FROM CONVEYANCE SYSTEMS PRIOR TO SUBMITTING THE NOT. 6. PERMITTEES MUST REMOVE ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS PRIOR TO SUBMITTING THE NOT. PERMITTEES MAY LEAVE BMPS DESIGNED TO DECOMPOSE ON-SITE IN PLACE. 7. FOR RESIDENTIAL CONSTRUCTION ONLY, PERMIT COVERAGE TERMINATES ON INDIVIDUAL LOTS IF THE STRUCTURES ARE FINISHED AND TEMPORARY EROSION PREVENTION AND DOWNGRADIENT PERIMETER CONTROL IS COMPLETE, THE RESIDENCE SELLS TO THE HOMEOWNER, AND THE PERMITTEE DISTRIBUTES THE MPCA'S "HOMEOWNER FACT SHEET' TO THE HOMEOWNER. 8. FOR CONSTRUCTION PROJECTS ON AGRICULTURAL LAND (E.G., PIPELINES ACROSS CROPLAND), PERMITTEES MUST RETURN THE DISTURBED LAND TO ITS PRECONSTRUCTION AGRICULTURAL USE PRIOR TO SUBMITTING THE NOT. SEED NOTES: ALL SEED MIXES AND APPLICATION SHALL BE IN ACCORDANCE WITH THE MNDOT SEEDING MANUAL. GENERAL RECOMMENDATIONS: THE CONTRACTOR IS RESPONSIBLE TO SALVAGE AND PRESERVE EXISTING TOPSOIL NECESSARY FOR FINAL STABILIZATION AND TO ALSO MINIMIZE COMPACTION IN ALL LANDSCAPE AREAS. IMMEDIATELY BEFORE SEEDING THE SOIL SHALL BE TILLED TO A MINIMUM DEPTH OF 3 INCHES. TEMPORARY EROSION CONTROL SEEDING, MULCHING & BLANKET. SEED • TEMPORARY SEED SHALL BE MNDOT SEED MIX 21-112 (WINTER WHEAT COVER CROP) FOR WINTER AND 21-111 (OATS COVER CROP) FOR SPRING/SUMMER APPLICATIONS. BOTH SEED MIXES SHALL BE APPLIED AT A SEEDING RATE OF 100 LBS/ACRE. MULCH • IMMEDIATELY AFTER SEEDING, WITHIN 24 HOURS, MNDOT TYPE 1 MULCH SHOULD BE APPLIED TO PROTECT AND ENHANCE SEED GERMINATION. MULCH SHALL BE APPLIED AT 90% COVERAGE (2 TONS PER ACRE OF STRAW MULCH) SLOPES • 3:1 (HORIZ/VERT.) OR FLATTER MUCH SHALL BE COVERED WITH MULCH • SLOPES STEEPER THAN 3:1 OR DITCH BOTTOMS SHALL BE COVERED WITH EROSION CONTROL BLANKET. • SEE PLAN FOR MORE DETAILED DITCH AND STEEP SLOPE EROSION CONTROL TREATMENTS. TRAINING SECTION 21 DESIGN ENGINEER: MATTHEW R. PAVEK P.E. TRAINING COURSE: DESIGN OF SWPPP TRAINING ENTITY: UNIVERSITY OF MINNESOTA INSTRUCTOR: JOHN CHAPMAN DATES OF TRAINING COURSE: 5/15/2011 - 5/16/2011 TOTAL TRAINING HOURS: 12 RE -CERTIFICATION: 2/27/20 (8 HOURS), EXP. 5/31/2023 AREAS AND QUANTITIES: SITE AREA CALCULATIONS BUILDING COVERAGE ALL PAVEMENTS ALL NON PAVEMENTS TOTAL SITE AREA IMPERVIOUS SURFACE EXISTING CONDITION 13,843 S F 7.1% 40,220 SF 20.5% 141,965 SF 72.4% 196,028 SF 100.0% EXISTING CONDITION 54,063 SF 27.6% PROPOSED CONDITION 116,348 SF 59.4% DIFFERENCE (EX. VS PROP.) 62,285 SF 31.8% EROSION CONTROL QUANTITIES DISTURBED AREA 148,627 SF 3.41 SILT FENCE/BIO-ROLL ±1530 LF EROSION CONTROL BLANKET 0 SF INLET PROTECTI0N DEVICES 7 EA OWNER INFORMATION OWNER: KIRK KJELLBERG 1000 KJELLBERG'S PARK MONTICELLO, MN 55362 763-295-2931 CONTACT: PROPOSED CONDITION 42,128 SF 21.5% 74,220 SF 37.9% 79,680 SF 40.6% 196,028 SF 100.0% NOTE: QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL DETERMINE FOR THEMSELVES THE EXACT QUANTITIES FOR BIDDING AND CONSTRUCTION. SWPPP CONTACT PERSON CONTRACTOR: SWPPP INSPECTOR TRAINING: ALL SWPPP INSPECTIONS MUST BE PERFORMED BY A PERSON THAT MEETS THE TRAINING REQUIREMENTS OF THE NPDES CONSTRUCTION SITE PERMIT. TRAINING CREDENTIALS SHALL BE PROVIDED BY THE CONTRACTOR AND KEPT ON SITE WITH THE SWPPP PARTY RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OF PERMANENT STORM WATER MANAGEMENT SYSTEM PERMANENT STORMWATER MANAGEMENT IS NOT REQUIRED AS PART OF THIS PROJECT TO MEET NPDES PERMIT REQUIREMENTS. THE PROPERTY OWNER IS RESPONSIBLE FOR THE LONG TERM OPERATION AND MAINTENANCE OF THE PROPOSED STORMWATER SYSTEM. SWPPP ATTACHMENTS (ONLY APPLICABLE IF SITE IS 1 ACRE OR GREATER): CONTRACTOR SHALL OBTAIN A COPY OF THE FOLLOWING SWPPP ATTACHMENTS WHICH ARE A PART OF THE OVERALL SWPPP PACKAGE: ATTACHMENT A. CONSTRUCTION SWPPP TEMPLATE - SITE SPECIFIC SWPPP DOCUMENT ATTACHMENT B. CONSTRUCTION STORMWATER INSPECTION CHECKLIST ATTACHMENT C. MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEMS ATTACHMENT D: STORMWATER MANAGEMENT REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST. ATTACHMENT E: GEOTECHNICAL EVALUATION REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST. SUPPLEMENTARY SITE SPECIFIC EROSION CONTROL NOTES: THESE NOTES SUPERCEDE ANY GENERAL SWPPP NOTES. THIS PROJECT IS GREATER THAN 1.0 ACRES SO AN NPDES PERMIT IS REQUIRED AND NEEDS TO BE SUBMITTED TO THE MPCA. THE CONTRACTOR IS REQUIRED TO FOLLOW THE GUIDELINES IN THE NPDES PERMIT THROUGHOUT CONSTRUCTION. PROJECT NARRATIVE: PROJECT IS A DEVELOPMENT OF AN NEW MULTI RESIDENTIAL APARTMENT BUILDING AND SURFACE PARKING LOT. SITE, UTILITY, GRADING, AND LANDSCAPE IMPROVEMENTS WILL OCCUR. NATIVE BUFFER NARRATIVE: PRESERVING A 50' NATURAL BUFFER AROUND WATER BODIES IS NOT REQUIRED AS PART OF THIS PROJECT BECAUSE WATER BODIES ARE NOT LOCATED ON SITE. INFILTRATION NARRATIVE: INFILTRATION IS PROVIDED AS PART OF THE PROJECT'S PERMANENT STORM WATER MANAGEMENT SYSTEM. SOIL CONTAMINATION NARRATIVE: SOILS REPORT HAS NOT BEEN COMPLETED FOR THIS PROJECT. SOILS HAVE BEEN ASSUMED TO NOT BE CONTAMINATED. SPECIAL TMDL BMP REQUIREMENTS SITE SPECIFIC (IF REQUIRED): THIS PROJECT IS NOT WITHIN ONE MILE OF ANY SPECIAL OR IMPAIRED WATER BODIES. IF THE PROJECT WAS LOCATED WITHIN ONE MILE OF THE SITE, BMPS AS DEFINED IN THE NPDES PERMIT ITEMS 23.9 AND 23.10 APPLY. THESE ARE AS FOLLOWS: 1. DURING CONSTRUCTION: A. STABILIZATION OF ALL EXPOSED SOIL AREAS MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION BUT IN NO CASE COMPLETED LATER THAN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. B. TEMPORARY SEDIMENT BASIN REQUIREMENTS DESCRIBED IN SECTION 14. MUST BE USED FOR COMMON DRAINAGE LOCATIONS THAT SERVE AN AREA WITH FIVE (5) OR MORE ACRES DISTURBED AT ONE TIME. PERMANENT STABILIZATION NOTES SITE SPECIFIC: PERMANENT SEED MIX • FOR THIS PROJECT ALL AREAS THAT ARE NOT TO BE SODDED OR LANDSCAPED SHALL RECEIVE A NATIVE PERMANENT SEED MIX. •• AREAS IN BUFFERS AND ADJACENT TO OR IN WET AREAS MNDOT SEED MIX 33-261 (STORMWATER SOUTH AND WEST) AT 35 LBS PER ACRE. •• DRY AREAS MNDOT SEED MIX 35-221 (DRY PRAIRIE GENERAL) AT 40 LBS PER ACRE. • MAINTENANCE SHALL BE IN ACCORDANCE TO THE MNDOT SEEDING MANUAL. 11/8/20211:40:01 PM co,�yo R H (KFI a o Civil Engineering ^ Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 H U W 0 d ��`FIRM GROUND GROUND CV (fl (`7 Ln Lo z O LLI J U z O 2 J m O U W z 0 2 N CD M L0 Ln z O J V/ 6L W MW 2 W z J p J 2 W Y 0- w LLJ o�o m J _J LIJ Y O O O I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MaTthew R. Pavek DATE 11/8/21 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DRAWN BY:JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY DATE DESCRIPTION SWPPP - NARRATIVE SW1 03 COPYRIGHT CIVIL SITE GROUP ATTACHMENT A: SITE SPECIFIC SWPPP DOCUMENT PROJECT NAME: MONTICELLO APARTMENTS PROJECT LOCATION (BRIEFLY DESCRIBE WHERE CONSTRUCTION ACTIVITY OCCURS. INCLUDE ADDRESS IF AVAILABLE.) ADDRESS: SCHOOLL BLVD CITY OR TOWNSHIP: MONTICELLO STATE: MN ZIP CODE: 55362 LATITUDE/LOGITUDE OF APPROXIMATE CENTROID OF PROJECT: 45.283610 N, -93.800461 E METHOD OF LAT/LONG COLLECTION (CIRCLE ONE): GPS ONLINE TOOL SGS TOPOGRAPHIC ALL CITIES WHERE CONSTRUCTION WILL OCCUR: MONTICELLO ALL COUNTIES WHERE CONSTRUCTION WILL OCCUR: WRIGHT ALL TOWNSHIPS WHERE CONSTRUCTION WILL OCCUR: NA PROJECT SIZE (NUMBER OF ACRES TO BE DISTURBED): 2.77 PROJECT TYPE (CIRCLE ONE): RESIDENTIAL COMMERCIAL/INDUSTRIAL ROAD CONSTRUCTION RE & RD CONSTRUCTION OTHER (DESCRIBE): XXXXX CUMULATIVE IMPERVIOUS SURFACE (TO THE NEAREST TENTH ACRE) EXISTING AREA OF IMPERVIOUS SURFACE: 1.24 POST CONSTRUCTION AREA OF IMPERVIOUS SURFACE: 2.67 TOTAL NEW AREA OF IMPERVIOUS SURFACE: 1.42 RECEIVING WATERS WATER BODY ID I NAME OF WATER BODY I WATER BODY TYPE I SPECIAL WATER? (Y/N) DATES OF CONSTRUCTION CONSTRUCTION START DATE: 05/20 ESTIMATED COMPLETION DATE: 10/20 SOILS INFORMATION IMPARIED WATER (Y/N) MAP UNIT SYMBOL MAP UNIT NAME 1377B DORSET -TWO INLETS COMPLEX, 2 TO 6 PERCENT SLOPES GENERAL CONSTRUCTION PROJECT INFORMATION DESCRIBE THE CONSTRUCTION ACTIVITY (WHAT WILL BE BUILT, GENERAL TIMELINE, ETC): A NEW MULTI RESIDENTIAL APARTMENT BUILDING, SURFACE PARKING LOT, AND STORMWATER BASIN WILL BE CONSTRUCTED. DESCRIBE SOIL TYPES FOUND AT THE PROJECT: PER WEB SOIL SURVEY, SOILS HAVE BEEN ASSUMED TO HAVE A HYDROLOGIC DESIGNATION OF "B" SOILS. SITE LOCATION MAP - ATTACH MAPS (U.S. GEOLOGIC SURVEY 7.5 MINUTE QUADRANGLE, NATIONAL WETLAND INVENTORY MAPS OR EQUIVALENT) SHOWING THE LOCATION AND TYPE OF ALL RECEIVING WATERS, INCLUDING WETLANDS, DRAINAGE DITCHES, STORMWATER PONDS, OR BASINS, ETC. THAT WILL RECEIVE RUNOFF FROM THE PROJECT. USE ARROWS SHOWING THE DIRECTION OF FLOW AND DISTANCE TO THE WATER BODY. ar III - - + 24° I ~hillI H... i LU I - 9ClhS1 NE-- - KU -- ---- CIO 65th Si N E < - - 4 � , Z. GENERAL SITE INFORMATION (III.A) 1. DESCRIBE THE LOCATION AND TYPE OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICIES (BMP'S). INCLUDE THE TIMING FOR INSTALLATION AND PROCEDURES USED TO ESTABLISH ADDITIONAL TEMPORARY BMP'S AS NECESSARY. (III.A.4.A) THE PROJECT IS PROTECTED BY TWO (W) MAIN BMP'S, SILT FENCE AND INLET PROTECTION DEVICES. THE SILT FENCE WILL BE INSTALLED AT THE DOWNHILL LOCATIONS OF THE SITE AND MONITORED AS NECESSARY. INLET PROTECTION DEVIDES WILL BE INSTALLED IN ALL CATCH BASINS ON THE SITE AND ANY OFF SITE THAT WILL RECEIVE STORMWATER RUNOFF FROM THIS SITE. AS THE PROJECT PROGRESSES ADDITIONAL BMP'S SUCH AS EROSION CONTROL BLANKET MAY BE UTILITZED. 2. ATTACH TO THIS SWPPP A TABLE WITH THE ANTICIPATED QUANITITIES FOR THE LIFE OF THE PROJECT FOR ALL EROSION PREVENTION AND SEDIMENT CONTROL BMP'S (III.A.4.13) SEE PAGE SW1.3 3. ATTACH TO THIS SWPPP A SITE MAP THAT INCLUDES THE FOLLOWING FEATURES (III.A.3.B-F): EXIST AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST -CONSTRUCTION STORMRWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN THE PROJECT LIMITS. LOCATIONS OF IMPERVIOUS SURFACES AND SOIL TYPES. • EXISTING AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST -CONSTRUCTION STORMWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN PROJECT LIMITS. • LOCATIONS OF AREAS NOT TO BE DISTRUBED. • LOCATION OF AREAS OF PHASED CONSTRUCTION. • ALL SURFACE WATERS AND EXISTING WETLANDS WITHIN ONE MILE FROM THE PROJECT BOUNDARIES THAT WILL RECEIVE STORMWATER RUNOFF FROM THE SITE (IDENTIFIABLE ON MAPS SUCH AS USGS 7.5 MINUTE QUADRANGLE MAPS OR EQUIVALENT. WHERE SURFACE WATERS RECEIVING RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY WILL NOT FIT ON THE PLAN SHEET, THEY MUST BE IDENTIFIED WITH AN ARROW, INDICATING BOTH DIRECTION AND DISTANCE TO THE SURFACE WATER. • METHODS TO BE USED FOR FINAL STABILIZATION OF ALL EXPOSED SOIL AREA 4. WERE STORMWATER MITIGATION MEASURES REQUIRED AS THE RESULT OF AN ENVIRONMENTAL, ARCHAEOLOGICAL, OR OTHER REQUIRED LOCAL, STATE OR FEDERAL REVIEW OF THE PROJECT? NO IF YES, DESCRIBE HOW THESE MEASURES WERE ADDRESSED IN THE SWPPP. (III.A.6) N/A 5. IS THE PROJECT LOCATED IN A KARST AREA SUCH THAT ADDITIONAL MEASURES WOULD BE NECESSARY OT PROJECT DRINKING WATER SUPPLY MANAGEMENT AREAS AS DESCRIBED IN MINN. R. CHAPTERS 7050 AND 7060? NO IF YES, DESCRIBE THE ADDITIONAL MEASURES TO BE USED. (III.A.7) N/A 6. DOES THE SITE DISCHARGE TO A CALCEREOUS FEN LISTED IN MINN. R. 7050.0180, SUBP. 6 B? YES OR NO IF YES, A LETTER OF APPROVAL FROM THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES MUST BE OBTAINED PRIOR TO APPLICATION FOR THIS PERMIT. (PART I B.6 AND PART III.A.8) 7. DOES THE SITE DISCHARGE TO A WATER THAT IS LISTED AS IMPAIRED FOR THE FOLLOWING POLLUTANT(S) OR STRESSOR(S): PHOSPHORUS, TURBIDITY, DISSOLVED OXYGEN OR BIOTIC IMPAIRMENT? USE THE SPECIAL AND IMPAIRED WATERS SEARCH TOOL AT: WWW.PCA.STATE.MN.US/WATER/STORMWATER/STORMWATER-C.HTML N/A IF NO, SKIP TO TRAINING DOES THE IMPAIRED WATER HAVE AN APPROVED TOTAL MAXIMUM DAILY LOADS (TMDL) WITH AN APPROVED WASTE LOAD ALLOCATION FOR CONSTRUCTION ACTIVITY? NO IF YES: A. LIST THE RECEIVING WATER, THE AREAS OF THE SITE DISCHARGING TO IT, AND THE POLLUTANT(S) IDENTIFIED IN THE TMDL. B. LIST THE BMP'S AND ANY OTHER SPECIFIC CONSTRUCTION STORMWATER RELATED IMPLEMENTATION ACTIVITIES IDENTIFIED IN THE TMDL. IF THE SITE HAS A DISCHARGE POINT WITHIN ONE MILE OF THE IMPAIRED WATER AND THE WATER FLOWS TO THE IMPAIRED WATER BUT NO SPECIFIC BMPS FOR CONSTRUCTION ARE IDENTIFIED IN THE TMDL, THE ADDITIONAL BMPS IN APPENDIX A (C.1, C.2, C.3 & (C.4 -TROUT STREAM)) MUST BE ADDED TO THE SWPPP AND IMPLEMENTED. (III.A.7). THE ADDITIONAL BMPS ONLY APPLY TO THOSE PORTIONS OF THE PROJECT THAT DRAIN TO ONE OF THE IDENTIFIED DISCHARGE POINTS. N/A 8. IDENTIFY ADJACENT PUBLIC WATERS WHERE THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES (DNR) HAS DECLARED "WORK IN WATER RESTRICTIONS" DURING FISH SPAWNING TIMEFRAMES N/A SELECTION OF A PERMANENT STORMWATER MANAGEMENT SYSTEM (III.D.) 1. WILL THE PROJECT CREATE A NEW CUMULATIVE IMPERVIOUS SURFACE GREATER THAN OR EQUAL TO ONE ACRE? YES OR NO IF YES, A WATER QUALITY VOLUME OF ONE INCH OF RUNOFF FROM THE CUMULATIVE NEW IMPERVIOUS SURFACES MUST BE RETAINED ON SITE (SEE PART III.D OF THE PERMIT) THROUGH INFILTRATION UNLESS PROHIBITED DUE TO ONE OF THE REASONS IN PART III.D.1.J. IF INFILTRATION IS PROHIBITED IDENTIFY OTHER METHOD OF OTHER VOLUME REDUCTION (E.G., FILTRATION SYSTEM, WET SEDIMENTATION BASIN, REGIONAL PONDING OR EQUIVALENT METHOD 2. DESCRIBE WHICH METHOD WILL BE USED TO TREAT RUNOFF FROM THE NEW IMPERVIOUS SURFACES CREATED BY THE PROJECT (III.D): • WET SEDIMENTATION BASIN • INFILTRATION/FILTRATION • REGIONAL PONDS • COMBINATION OF PRACTICES INCLUDE ALL CALCULATIONS AND DESIGN INFORMATION FOR THE METHOD SELECTED. SEE PART III.D OF THE PERMIT FOR SPECIFIC REQUIREMENTS ASSOCIATED WITH EACH METHOD. INFILTRATION / FILTRATION / REGIONAL PONDING CALCULATIONS ARE WITHIN THE SITE STORM WATER MANAGEMENT REPORT AND PART OF THIS SWPPP AS ATTACHMENT D. 3. IF IT IS NOT FEASIBLE TO MEET THE TREATMENT REQUIREMENT FOR THE WATER QUALITY VOLUME, DESCRIBE WHY. THIS CAN INCLUDE PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAY PRECLUDES THE INSTALLATION OF ANY PERMANENT STORMWATER MANAGEMENT PRACTICES. DESCRIBE WHAT OTHER TREATMENT, SUCH AS GRASSES SWALES, SMALLER PONDS, OR GRIT CHAMBERS, WILL BE IMPLEMENTED TO TREAT RUNOFF PRIOR TO DISCHARGE TO SURFACE WATERS. (III.C) IT IS FEASIBLE TO MEET REQUIREMENT FOR WATER QUALITY VOLUME. 4. FOR PROJECTS THAT DISCHARGE TO TROUT STREAMS, INCLUDING TRIBUTARIES TO TROUT STREAMS, IDENTIFY METHOD OF INCORPORATING TEMPERATURE CONTROLS INTO THE PERMANENT STORMWATER MANAGEMENT SYSTEM. N/A EROSION PREVENTION PRACTICES (IV.B) DESCRIBE THE TYPES OF TEMPORARY EROSION PREVENTION BMP'S EXPECTED TO BE IMPLEMENTED ON THIS SITE DURING CONSTRUCITON: 1. DESCRIBE CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES TO MINIMIZE EROSION. DELINEATE AREAS NOT TO BE DISTURBED (E.G., WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) BEFORE WORK BEGINS. SILT FENCE WILL BE INSTALLED AT ATHE DOWNHILL LOCATIONS OF THE SITE. 2. DESCRIBE METHODS OF TEMPORARILY STABILIZING SOILS AND SOIL STOCKPILES (E.G., MULCHES, HYDRAULIC TACKIFIERS, EROSION BLANKETS, ETC.): TEMPORARY EROSION PROTECTION WILL BE SEED AND MULCH AND EROSION BLANKETS WHERE REQUIRED, WITH PERMANENT COVER BEING EITHER SOD OR LANDSCAPE FEATURES. 3. DESCRIBE METHODS OF DISSIPATING VELOCITY ALONG STORMWATER CONVEYANCE CHANNELS AND AT CHANNEL OUTLETS E.G. CHECK DAMS SEDIMENT TRAPS RIP RAP ETC.): SOD WILL BE UTILIZED ALONG CHANNELS AND RIP RAP AT CHANNEL. 4. DESCRIBE METHODS TO BE USED FOR STABILIZATION OF DITCH AND SWALE WETTED PERIMETERS (NOTE THAT MULCH, HYDRAULIC SOIL TACKIFIERS, HYDROMULCHES, ETC. ARE NOT ACCEPTABLE SOIL STABILIZATION METHODS FOR ANY PART OF A DRAINAGE DITCH OR SWALE) FINAL STABILIZATION OF SWALES WILL BE SOD 5. DESCRIBE METHODS TO BE USED FOR ENERGY DISSIPATION AT PIPE OUTLETS (E.G., RIP RAP, SPLASH PADS, GABIONS, ETC.) RIP RAP WILL BE UTILIZED AT PIPE OUTLETS 6. DESCRIBE METHODS TO BE USED TO PROMOTE INFILTRATION AND SEDIMENT REMOVAL ON THE SITE PRIOR TO OFFSITE DISCHARGE, UNLESS INFEASIBLE (E.G., DIRECT STORMWATER FLOW TO VEGETATED AREAS): DISCONNECTED IMPERVIOUS AREA AND INFILTRATION AREAS WILL BE UTILIZED 7. FOR DRAINAGE OR DIVERSION DITCHES, DESCRIBE PRACTICES TO STABILIZE THE NORMAL WETTED PERIMETER WITHIN 200 LINEAL FEET OF THE PROPERTY EDGE OR POINT OF DISCHARGE TO SURFACE WATER. THE LAST 200 LINEAL FEET MUST BE STABILIZED WITHIN 24 HOURS AFTER CONNECTING TO SURFACE WATERS AND CONSTRUCTION IN THAT PORTION OF THE DITCH HAS TEMPORARILY OR PERMANENTLY CEASED FOR ALL DISCHARGES TO SPECIAL, IMPAIRED OR "WORK IN WATER RESTRICTIONS". ALL OTHER REMAINING PORTIONS OF THE TEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER, PROPERTY EDGE AND CONSTRUCTION IN THAT AREA HAS TEMPORARILY OR PERMANENTLY CEASED. N/A, NO DITCHES ON SITE 8. DESCRIBE ADDITIONAL EROSION PREVENTION MEASURES THAT WILL BE IMPLEMENTED AT THE SITE DURING CONSTRUCTION (E.G., CONSTRUCTION PHASING, MINIMIZING SOIL DISTURBANCE, VEGETATIVE BUFFERS, HORIZONTAL SLOPE GRADING, SLOPE DRAINING/TERRACING, ETC.): OTHER EROSION CONTROL PRACTICES INCLUDE BUT ARE NOT LIMITED TO; MINIMIZING SITE EXPOSURE WHEN POSSIBLE. 9. IF APPLICABLE, INCLUDE ADDITIONAL REQUIREMENTS IN APPENDIX A PART C.3 REGARDING MAINTAINING A 100 -FOOT BUFFER ZONE OR INSTALLING REDUNDANT BMPS FOR PORTIONS OF THE SITE THAT DRAIN TO SPECIAL WATERS). N/A 10. IF APPLICABLE, DESCRIBE ADDITIONAL EROSION PREVENTION BMPS TO BE IMPLEMENTED AT THE SITE TO PROTECT PLANNED INFILTRATION AREAS MINIMIZE SITE EXPOSURE IN AREAS ADJACENT TO INFILTRATION AREAS. SEDIMENT CONTROL PRACTICIES (IV.C) DESCRIBE THE METHODS OF SEDIMENT CONTROL BMPS TO BE IMPLEMENTED AT THIS SITE DURING CONSTRUCTION TO MINIMIZE SEDIMENT IMPACTS TO SURFACE WATERS, INCLUDING CURB AND GUTTER SYSTEMS 1. DESCRIBE METHODS TO BE USED FOR DOWN GRADIENT PERIMETER CONTROL: SILT FENCE WILL BE INSTALLED AROUND THE ENTIRE PERIMETER OF THE SITE 2. DESCRIBE METHODS TO BE USED TO CONTAIN SOIL STOCKPILES: SEED AND MULCH AS WELL AS EROSION CONTROL BLANKETS WILL BE UTILIZED AS NECESSARY 3. DESCRIBE METHODS TO BE USED FOR STORM DRAIN INLET PROTECTION: SEE INLET PROTECTION DETAILS 4. DESCRIBE METHODS TO MINIMIZE VEHICLE TRACKING AT CONSTRUCTION EXITS AND STREET SWEEPING ACTIVITIES: THE PROJECT WILL UTILIZE A ROCK CONSTRUCTION ENTRANCE. 5. DESCRIBE METHODS, IF APPLICABLE, ADDITIONAL SEDIMENT CONTROLS (E.G., DIVERSION BERMS) TO BE INSTALLED TO KEEP RUNOFF AWAY FROM PLANNED INFILTRATION AREAS WHEN EXCAVATED PRIOR TO FINAL STABILIZATION OF THE CONTRIBUTING DRAINAGE AREA: SILT FENCE TO BE INSTALLED IMMEDIATELY AFTER GRADING TO PROTECT INFILTRATION AREAS. 6. DESCRIBE METHODS TO BE USED TO MINIMIZE SOIL COMPACTION AND PRESERVE TOP SOIL (UNLESS INFEASIBLE) AT THIS SITE: LIGHT TRACKED EQUIPMENT WILL BE USED, TOPSOIL WILL BE STRIPPED AND STOCKPILED 7. DESCRIBE PLANS TO PRESERVE A 50 -FOOT NATURAL BUFFER BETWEEN THE PROJECT'S SOIL DISTURBANCE AND A SURFACE WATER OR PLANS FOR REDUNDANT SEDIMENT CONTROLS IF A BUFFER IS INFEASIBLE: DOUBLE ROW OF SILT FENCE WILL BE INSTALLED ALONG WETLAND. PROJECT WILL NOT DISTURB WITHIN 200 FEET OF WETLAND. 8. DESCRIBE PLANS FOR USE OF SEDIMENTATION TREATMENT CHEMICALS (E.G., POLYMERS, FLOCCULANTS, ETC.) SEE PART IV.C.10 OF THE PERMIT: N/A 9. IS THE PROJECT REQUIRED TO INSTALL A TEMPORARY SEDIMENT BASIN DUE TO 10 OR MORE ACRES DRAINING TO A COMMON LOCATION OR 5 ACRES OR MORE IF THE SITE IS WITHIN 1 MILE OF A SPECIAL OR IMPAIRED WATER? NO IF YES, DESCRIBE (OR ATTACH PLANS) SHOWING HOW THE BASIN WILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH PART III.0 OF THE PERMIT. N/A DEWATERING AND BASIN DRAINING (IV.D) 1. WILL THE PROJECT INCLUDE DEWATERING OR BASIN DRAINING? NO IF YES, DESCRIBE MEASURES TO BE USED TO TREAT/DISPOSE OF TURBID OR SEDIMENT -LADEN WATER AND METHOD TO PREVENT EROSION OR SCOUR OF DISCHARGE POINTS (SEE PART IV. D OF THE PERMIT): N/A 2. WILL THE PROJECT INCLUDE USE OF FILTERS FOR BACKWASH WATER? NO IF YES, DESCRIBE HOW FILTER BACKWASH WATER WILL BE MANAGED ON THE SITE OR PROPERLY DISPOSED (SEE PART III.D.3. OF THE PERMIT): N/A ADDITIONAL BMP'S FOR SPECIAL WATERS AND DISCHARGES TO WETLANDS (APPENDIX A, PARTS C AND D) 1. SPECIAL WATERS. DOES YOUR PROJECT DISCHARGE TO SPECIAL WATERS? NO 2. IF PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAY PRECLUDES THE INSTALLATION OF ANY OF THE PERMANENT STORMWATER MANAGEMENT PRACTICES, THEN OTHER TREATMENT SUCH AS GRASSED SWALES, SMALLER PONDS, OR GRIT CHAMBERS IS REQUIRED PRIOR TO DISCHARGE TO SURFACE WATERS. DESCRIBE WHAT OTHER TREATMENT WILL BE PROVIDED. N/A 3. DESCRIBE EROSION AND SEDIMENT CONTROLS FOR EXPOSED SOIL AREAS WITH A CONTINUOUS POSITIVE SLOPE TO A SPECIAL WATERS, AND TEMPORARY SEDIMENT BASINS FOR AREAS THAT DRAIN FIVE OR MORE ACRES DISTURBED AT ONE TIME. N/A 4. DESCRIBE THE UNDISTURBED BUFFER ZONE TO BE USED (NOT LESS THAN 100 LINEAR FEET FROM THE SPECIAL WATER). N/A 5. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL ENSURE THAT THE PRE AND POST PROJECT RUNOFF RATE AND VOLUME FROM THE 1, AND 2 -YEAR 24-HOUR PRECIPITATION EVENTS REMAINS THE SAME. N/A 6. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL MINIMIZE ANY INCREASE IN THE TEMPERATURE OF TROUT STREAM RECEIVING WATERS RESULTING IN THE 1, AND 2 -YEAR 24-HOUR PRECIPITATION EVENTS. N/A 7. WETLANDS. DOES YOUR PROJECT DISCHARGE STORMWATER WITH THE POTENTIAL FOR SIGNIFICANT ADVERSE IMPACTS TO A WETLAND (E.G., CONVERSION OF A NATURAL WETLAND TO A STORMWATER POND)? YES OR NO IF YES, DESCRIBE THE WETLAND MITIGATION SEQUENCE THAT WILL BE FOLLOWED IN ACCORDANCE WITH PART D OF APPENDIX A. N/A INSPECTIONS AND MAINTENANCE (IV.E) DESCRIBE PROCEDURES TO ROUTINELY INSPECT THE CONSTRUCTION SITE: • ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND • WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS, AND WITHIN (7) DAYS AFTER THAT INSPECTIONS MUST INCLUDE STABILIZED AREAS, EROSION PREVENTION,AND SEDIMENT CONTROL BMP'S AND INFILTRATION AREAS. INSPECTOR WILL FOLLOW REQUIREMENTS SPECIFIED ABOVE AND FILL OUT "ATTACHMENT B - CONSTRUCTION STORMWATER INSPECTION CHECKLIST" 1. Describe practices for storage of building products with a potential to leach pollutants to minimize exposure to stormwater: ALL BUILDING PRODUCTS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZE EXPOSURE 2. Describe practices for storage of pesticides, herbicides, insecticides, fertilizers, treatment chemical, and landscape materials: ALL LANDSCAPE TREATMENT CHEMICALS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZED EXPOSURE 3. Describe practices for storage and disposal of hazardous materials or toxic waste (e.g., oil, fuel, hydraulic fluids, paint solvents, petroleum-based products, wood preservative, additives, curing compounds, and acids) according to Minn. R. ch. 7045, including restricted access and secondary containment: ALL HAZARDOUS WASTE WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS. 4. Describe collection, storage and disposal of solid waste in compliance with Minn. R. ch. 7035: ALL CONSTRUCTION DEBRIS AND SOLID WASTER WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS 5. Describe management of portable toilets to prevent tipping and disposal of sanitary wastes in accordance with Minn. R. ch. 7040: SANITARY AND SEPTIC SERVICES WILL BE PROVIDED TO WORKERS WITH PORTABLE FACILITIES MAINTAINED AS NEEDED BY THE PROVIDER. 6. Describe spill prevention and response for fueling and equipment or vehicle maintenance: EMPLOYEES WILL BE TRAINED IN TECHNIQUES DESIGNED TO MINIMIZE SPILLS. VEHICLES AND EQUIPMENT SHALL BE CHECKED FOR LEAKS. 7. Describe containment and disposal of vehicle and equipment wash water and prohibiting engine degreasing on the site: ALL CONSTRUCTION VEHICLES SHALL BE WASHED OFF SITE 8. Describe storage and disposal of concrete and other washout wastes so that wastes do not contact the ground: ALL CONCRETE WASHOUT SHALL OCCUR OFF SITE. FINAL STABILIZATION (IV.G) 1. DESCRIBE METHOD OF FINAL STABILIZATION (PERMANENT COVER) OF ALL DISTURBED AREAS: FINAL STABILIZATION WILL BE ACCOMPLISHED WITH PAVEMENT, SOD AND LANDSCAPE MATERIALS. 2. DESCRIBE PROCEDURES FOR COMPLETING FINAL STABILIZATION AND TERMINATING PERMIT COVERAGE (SEE PART IV.G.1-5): UPON STABILIZATION DESCRIBED ABOVE, THE CONTRCTOR AND OWNER SHALL MUTUALLY TRANSFER THE NPDES PERMIT TO THE NEXT OWNER WITH DOCUMENTS DESCRIBING THE NATURE OF TERMINATION PROCEDURE. DOCUMENTATION OF INFEASIBILITY: (IF APPLICABLE) 11/8/2021 1:40:06 PM 0 0 0 c7 a o U FP Civil Engineering ^ Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 IrkFIRM GROUND _11-- 11 _ - 'yhneers N CO M LO L[) O J W O C0 O O U W N O M L0 LO 00 1Z W W mz J W Y Q W m LU J O O O T_ I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. - Matthew R. Pavek DATE 11/8/21 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DRAWN BY:JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY WPPP - ATTACHMENTS SW1 04 COPYRIGHT CIVIL SITE GROUP ATTACHMENT B: SWPPP INSPECTION FORM NOTE: THIS INSPECTION REPORT DOES NOT ADDRESS ALL ASPECTS OF THE NATIONAL APOLLUTANT DISCHARGE ELIMINATION SYSTEM/STATE DISPOSAL SYSTEM (NPDES/SDS) CONSTRUCTION STORMWATER PERMIT ISSUED ON AUGUST 1, 2013. THE COMPLETION OF THIS CHECKLIST DOES NOT GUARANTEE THAT ALL PERMIT REQUIREMENTS ARE IN COMPLIANCE; IT IS THE RESPONSIBILITY OF THE PERMITTEE(S) TO READ AND UNDERSTAND THE PERMIT REQUIREMENTS. FACILITY INFORMATION SITE NAME: FACILITY ADDRESS: PERMIT NUMBER: CITY: STATE: ZIP CODE: INSPECTION INFORMATION ATTACHMENT C: MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEM ATTACHMENT C - ABOVE -GROUND FACILITY MANAGEMENT SCHEDULE INSPECTOR NAME: PHONE NUMBER: PERIMETER CONTROL INSTALLED ON ALL DOWN GRADIENT PERIMETERS? ❑ ❑ ❑ 2. PERIMETER CONTROL TRENCHED IN WHERE APPROPRIATE? 2 DATE (MM/DD/YYYY): TIME: AM / PM ❑ 3. 50 FOOT NATURAL BUFFER MAINTAINED AROUND ALL SURFACE WATERS? IS THE INSPECTOR CERTIFIED IN SEDIMENT AND EROSION CONTROL AND IS IT DOCUMENTED IN THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP)? ❑ IS THIS INSPECTION ROUTINE OR IN RESPONSE TO A STORM EVENT: IF NO, HAVE REDUNDANT SEDIMENT CONTROLS BEEN INSTALLED? ❑ ❑ RAINFALL AMOUNT (IF APPLICABLE): 4. INLET PROTECTION ON ALL CATCH BASINS AND CULVERT INLETS? ❑ IS THE SITE WITHIN ONE AERIAL MILE OF A SPECIAL OR IMPAIRED WATER? ❑ 5. VEHICLE TRACKING BEST MANAGEMENT PRACTICES (BMP'S) AT ALL SITE EXITS? IF YES, FOLLOW APPENDIX A AND OTHER APPLICABLE PERMIT REQUIREMENTS ❑ ❑ 6. NOTE: IF N/A IS SELECTED AT ANY TIME, SPECIFY WHY IN THE COMMENT AREA FOR THAT SECTION. ❑ ❑ 3 EROSION CONTROL REQUIREMENT (PART IV.B) ARE ALL INFILTRATION SYSTEMS STAKED AND MARKED TO AVOID COMPACTION? ❑ ❑ ❑ Y N N/A 1. SOIL STABILIZATION WHERE NO CONSTRUCTION ACTIVITY FOR 14 DAYS? (7 DAYS WHERE APPLICABLE) ❑ ❑ ❑ 2. HAS THE NEED TO DISTURB STEEP SLOPES BEEN MINIMIZED? ❑ ❑ ❑ 3. ALL DITCHES STABILIZED 200; BACK FROM POINT OF DISCHARGE WITHIN 24 HOURS? (NOT MULCH) ❑ ❑ ❑ 4. ARE THERE BMP'S FOR ONSITE STOCKPILES? ❑ ❑ ❑ 5. ARE APPROPRIATE BMP'S INSTALLED PROTECTING INLETS/OUTLETS? ❑ ❑ ❑ 6. DO PIPE OUTLETS HAVE ENERGY DISSIPATION? ❑ ❑ ❑ COMMENTS: SEDIMENT CONTROL REQUIREMENT (PART IV.C) Y N N/A 1. PERIMETER CONTROL INSTALLED ON ALL DOWN GRADIENT PERIMETERS? ❑ ❑ ❑ 2. PERIMETER CONTROL TRENCHED IN WHERE APPROPRIATE? ❑ ❑ ❑ 3. 50 FOOT NATURAL BUFFER MAINTAINED AROUND ALL SURFACE WATERS? ❑ ❑ ❑ 3.1. IF NO, HAVE REDUNDANT SEDIMENT CONTROLS BEEN INSTALLED? ❑ ❑ ❑ 4. INLET PROTECTION ON ALL CATCH BASINS AND CULVERT INLETS? ❑ ❑ ❑ 5. VEHICLE TRACKING BEST MANAGEMENT PRACTICES (BMP'S) AT ALL SITE EXITS? ❑ ❑ ❑ 6. ALL TRACKED SEDIMENT REMOVED WITHIN 24 HOURS? ❑ ❑ ❑ 7. ARE ALL INFILTRATION SYSTEMS STAKED AND MARKED TO AVOID COMPACTION? ❑ ❑ ❑ 8. ARE ALL INFILTRATION AREAS PROTECTED WITH A PRETREATMENT DEVICE? ❑ ❑ ❑ 9. DO ALL STOCKPILES HAVE PERIMETER CONTROLS? ❑ ❑ ❑ COMMENTS: MAINTENANCE -EROSION AND SEDIMENT CONTROL BMP'S (PART IV.E.) Y N N/A 1. ARE ALL PREVIOUSLY STABILIZED AREAS MAINTAINING 90% GROUND COVER? ❑ ❑ ❑ EROSIONOBSERP El ❑ ❑ 3. PERIMETER -- El ❑ ❑ 4. ARE INEET PROTECTION DEVICES MAINTAINED AND FUNCTIONING PROPERLY? COMMENTS: ALL STORMWATER RETENTION, DETENTION AND TREATMENT BASINS MUST BE INSPECTED AT LEAST ONCE A YEAR TO DETERMINE THAT BASIN RETENTION AND TREATMENT CHARACTERISTICS ARE ADEQUATE. A STORAGE TREATMENT BASIN WILL BE CONSIDERED INADEQUATE IF SEDIMENT HAS DECREASED THE WET STORAGE VOLUME BY 50 PERCENT OR DRY STORAGE VOLUME BY 25 PERCENT OF ITS ORIGINAL DESIGN VOLUME. BASED ON THIS INSPECTION, IF A STORMWATER BASIN REQUIRES SEDIMENT CLEANOUT, THE BASIN WILL BE RESTORED TO ITS ORIGINAL DESIGN CONTOURS AND VEGETATED STATE WITHIN ONE YEAR OF THE INSPECTION DATE. ALL OUTLET STRUCTURES, CULVERTS, OUTFALL STRUCTURES AND OTHER STORMWATER FACILITIES FOR WHICH MAINTENANCE REQUIREMENTS ARE NOT OTHERWISE SPECIFIED HEREIN MUST BE INSPECTED IN THE SPRING, SUMMER AND FALL OF EACH YEAR. WITHIN 30 DAYS OF THE INSPECTION DATE, ALL ACCUMULATED SEDIMENT AND DEBRIS MUST BE REMOVED SUCH THAT EACH STORMWATER FACILITY OPERATES AS DESIGNED AND PERMITTED. CONTRIBUTING DRAINAGE AREAS MUST BE KEPT CLEAR OF LITTER AND VEGETATIVE DEBRIS, INFLOW PIPES AND OVERFLOW SPILLWAYS KEPT CLEAR, INLET AREAS KEPT CLEAN, AND UNDESIRABLE VEGETATION REMOVED. EROSION IMPAIRING THE FUNCTION OR INTEGRITY OF THE FACILITIES, IF ANY, WILL BE CORRECTED, AND ANY STRUCTURAL DAMAGE IMPAIRING OR THREATENING TO IMPAIR THE FUNCTION OF THE FACILITIES MUST BE REPAIRED. VOLUME CONTROL FACILITIES AND CONTRIBUTING DRAINAGE AREAS MUST BE INSPECTED EVERY THREE MONTHS DURING THE OPERATIONAL PERIOD (BETWEEN SPRING SNOWMELT AND FIRST SUBSTANTIAL SNOWFALL) AND MONITORED AFTER RAINFALL EVENTS OF 1 INCH OR MORE TO ENSURE THAT THE CONTRIBUTING DRAINAGE AREA IS CLEAR OF LITTER AND DEBRIS, INFLOW PIPES AND OVERFLOW SPILLWAYS ARE CLEAR, INLET AREAS ARE CLEAN, UNDESIRABLE VEGETATION IS REMOVED AND THERE IS NO EROSION IMPAIRING OR THREATENING TO IMPAIR THE FUNCTION OF A FACILITY. IF SEDIMENT HAS ACCUMULATED IN A INFILTRATION FEATURE, WITHIN 30 DAYS OF INSPECTION DEPOSITED SEDIMENTS MUST BE REMOVED, THE INFILTRATION CAPACITY OF THE UNDERLYING SOILS MUST BE RESTORED, AND ANY SURFACE DISTURBANCE MUST BE STABILIZED. INSPECTION MUST ENSURE THAT SEDIMENT TRAPS AND FOREBAYS ARE TRAPPING SEDIMENT AND THAT MORE THAN 50 PERCENT OF THE STORAGE VOLUME REMAINS, THE CONTRIBUTING DRAINAGE AREA IS STABLE (I.E., NO EROSION IS OBSERVED), AND INLETS AND OUTLET/OVERFLOW SPILLWAYS ARE IN GOOD CONDITIONS WITH NO EROSION. MAINTENANCE TECHNIQUES USED MUST PROTECT THE INFILTRATION CAPACITY OF THE PRACTICE BY LIMITING SOIL COMPACTION TO THE GREATEST EXTENT POSSIBLE (E.G., BY USING LOW -IMPACT EARTH -MOVING EQUIPMENT). 0 0 0 U FP Civil Engineering ^ Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 IrkFIRM GROUND -_ _. _ - 'yhneers OTHER 1. ARE ALL MATERIALS THAT CAN LEACH POLLUTANTS UNDER COVER? Y N ❑ ❑ N/A ❑ w 2. HAS ACCESS BEEN RESTRICTED TO ONSITE HAZARDOUS MATERIALS? ❑ ❑ ❑ 0 3. DOES ON-SITE FUELING ONLY OCCUR IN A CONTAINED AREA?❑ ❑ ❑ 0- ARE ALL SOLID WAS I ES BEING PROPERLY DISPOSED 01F' El El El ❑ 13.1. IF YES, EXPLAIN HOW THE TOPSOIL IS BEING PRESERVED. IF NO, EXPLAIN WHY IT WAS INFEASIBLE. 5. IS THE CONCRETE WASHOUT AREA COMPLETELYCOISITAINED? fi. IS THE CONCRETE WASHOUT AREA MARKED WITH SIGN? ❑ ❑ ❑ COMMENTS: Y N N/A 7. WERE ANY DISCHARGES SEEN DURING THIS INSPECTION, SEDIMENT, WATER, OR OTHERWISE? ❑ ❑ ❑ 7.1. IF YES, STATE THE EXACT LOCATION OF ALL POINTS OF DISCHARGE. PHOTOGRAPH THE DISCHARGE AND DESCRIBE THE DISCHARGE (COLOR, ODOR, FOAM, OIL SHEEN, ETC). HOW WILL IT BE REMOVED? HOW DID THE DISCHARGE HAPPEN? HOW MUCH WAS DISCHARGED? HOW WILL IT BE STOPPED, AND HOW LONG WILL IT TAKE TO STOP? IS THE DISCHARGE GOING INTO AN ADJACENT SITE? WAS THE DISCHARGE A SEDIMENT DELTA? IF YES, WILL THE DELTA BE RECOVERED WITHIN 7 DAYS? 8. WILL A PERMANENT STORMWATER MANAGEMENT SYSTEM BE UTILIZED IN THIS PROJECT AS REQUIRED AND IN ACCORDANCE WITH PART IIID OF THE PERMIT? DESCRIBE: Y N N/A 9. IS ANY DEWATERING OCCURRING ON SITE? ❑ ❑ ❑ 9.1. IF YES, WHERE? WHAT BMP IS BEING USED? HOW MUCH WATER IS BEING DEWATERED? IS THE WATER CLEAR? WHERE IS THE WATER BEING DISCHARGED TO? Y N N/A 10. IS A COPY OF THE SWPPP LOCATED ON THE CONSTRUCTION SITE? 11. HAS THE SWPPP BEEN FOLLOWED AND IMPLEMENTED ON SITE? ❑ ❑ ❑ 12. IS A SEDIMENTATION BASIN REQUIRED FOR THIS PROJECT AS SPECIFIED IN THE PERMIT? ❑ ❑ ❑ 12.1. IF YES, ARE THEY MAINTAINED AS SPECIFIED IN THE PERMIT? ❑ ❑ ❑ 13. IS THE TOPSOIL ON THIS PROJECT BEING PRESERVED? ❑ ❑ ❑ 13.1. IF YES, EXPLAIN HOW THE TOPSOIL IS BEING PRESERVED. IF NO, EXPLAIN WHY IT WAS INFEASIBLE. Y N N/A 14. ARE ALL INFILTRATION SYSTEMS MARKED TO AVOID COMPACTION? ❑ ❑ ❑ 14.1. DO ALL INFILTRATION AREAS HAVE PRETREATMENT DEVICES? ❑ ❑ ❑ 15. DESCRIPTION OF AREAS OF NON-COMPLIANCE NOTED DURING THE INSPECTION, REQUIRED CORRECTIVE ACTIONS, AND RECOMMENDED DATE OF COMPLETION OF CORRECTIVE ACTIONS: 16. PROPOSED AMENDMENTS TO THE SWPPP: 17. POTENTIAL AREAS OF FUTURE CONCERN: 18. ADDITIONAL COMMENTS DISCLOSURES: • AFTER DISCOVERY, THE PERMIT REQUIRES MANY OF THE DEFICIENCIES THAT MAY BE FOUND IN THIS CHECKLIST BE CORRECTED WITHIN A SPECIFIED PERIOD OF TIME. SEE PERMIT FOR MORE DETAILS. • THIS INSPECTION CHECKLIST IS AN OPTION FOR SMALL CONSTRUCTION SITES. LARGE CONSTRUCTION SITES AND LINEAR PROJECTS REQUIRE MORE EXTENSIVE/MORE LOCATION SPECIFIC INSPECTION REQUIREMENTS. • THE PERMITTEE(S) IS/ARE RESPONSIBLE FOR THE INSPECTION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMP'S AS WELL AS EROSION PREVENTION AND SEDIMENT CONTROL BMP'S UNTIL ANOTHER PERMITTEE HAS OBTAINED COVERAGE UNDER THIS PERMIT ACCORDING TO PART II.B.5., OR THE PROJECT HAS UNDERGONE FINAL STABILIZATION AND A NOTICE OF TERMINATION HAS BEEN SUBMITTED TO THE MPCA. U) FM z LU 5FM a a I< N CO M LO Ln O J LU I - Z O J 100 J O U W V W W m J J W N O M LO Z O J LU J U_ Z O Y Q W ry LU m J LUY O O O T_ I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. - Matthew R. Pavek DATE 11/8/21 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DRAWN BY:JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY WPPP - ATTACHMENTS ■ 11/8/2021 1:40:11 PM SW15 0 COPYRIGHT CIVIL SITE GROUP II\ IloE4�[0 l 2 REFERENCE SECOND FLOOR 1/16" = V-0" iE N 0 U J N 00 U E C Oaa U) lO FN Lo u4 6 c a v EN 40 N o� � dr 1 REFERENCE FIRST FLOOR 1/16" = 1'-0" )� 7 PLAN 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the state of Minnesota Thomas P. Wasmoen M M/D D/YYYY 20891 Date License No. PARTNERS/CONSULTANTS OWNER TWIN PINES LLC 4300 School Boulevard Monticello, MN 55362 PROJECT TWIN PINES APARTMENTS SCHOOL BLVD MONTICELLO, MN PROJECT NO. 19.055 DRAWN BY R. NICHOLS CHECKED BY T. WASMOEN © COPYRIGHT 2021 FIRMGROUNDAE INC. R BION ON # ISSUE/REVISION DATE City Submittal 111.08.2021 SHEET TITLE FLOOR PLANS SHEET NUMBER C101 FIRM GROUND hitects & engineers 1,1111111111 1,1111111111 1,1111111111 ii 01 911111 11•i l�IIIIIt! FIRM G R O U N D A 110 11 111 011 111 MEN ipm! 11111111111 Iiiiii'liM 111111111,1111 illlllltlll' .�..r..._.. lig, ��illllll 11111 I�� ME n 1111-1101101 UP NO FIRM G R O U N D S��' �lpf! A l le 11 iE N 0 U J N 00 U E C Oaa dao lO FN Lo u4 6 c a Iq« N o� oar PARKING REQUIREMENTS: At 2.25 STALLS/UNIT- 207 REQUIRED NOTE: ONLY 1.1 STALLS/UNIT ARE ALLOWED TO BE UNCOVERED= 101 ALLOWED ON GRADE SEEKING FLEXIBILITY TO ALLOW FOR 1 STALL/BEDROOM: (42) 1 BEDROOMS + (42) 2 BEDROOMS + (4) 3 BEDROOMS (5) STUDIOS= 143 STALLS PROPOSED: 76 BELOW GRADE STALLS 80 ON GRADE STALLS 156 TOTAL STALLS 0 PARKING GARAGE 1/16" = V-0" 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the state of Minnesota Thomas P. Wasmoen M M/D D/YYYY 20891 Date License No. PARTNERS/CONSULTANTS OWNER TWIN PINES LLC 4300 School Boulevard Monticello, MN 55362 PROJECT TWIN PINES APARTMENTS SCHOOL BLVD MONTICELLO, MN PROJECT NO. 19.055 DRAWN BY R. NICHOLS CHECKED BY T. WASMOEN © COPYRIGHT 2021 FIRMGROUNDAE INC. �j a ONS BION G # ISSUE/REVISION DATE City Submittal 11.08.2021 SHEET TITLE UNDERGROUND PARKING PLAN SHEET NUMBER N C1 00 PLAN FIRM GROUND hitects & engineers CivilSite G R O U P Memorandum TO: Angela Schumann Community Development Director City of Monticello www.ci.monticello.mn.us 763-271-3224 FROM: Will Bruestle Civil Site Group DATE: November 17, 2021 RE: Twin Pines Apartments Below are the written comments regarding the Twin Pines Apartments project. We have included our response below each question in bold red. Please feel free to contact me if you have any questions. Will Bruestle Civil Site Group wbruestle(@civilsitegroup.com 218-209-7942 www.CivilSiteGroul).com 4931 West 35"' Street • Suite 200 • St. Louis Park • Minnesota • 55416 (612) 615-0060 Traffic Memo 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. CSG RESPONSE: NOTED. Preliminary and Final Plat 2. Monticello Business Center 7th Addition already exists as the Aldi site, therefore the plat name will need to be renamed. CSG RESPONSE: NOTED. 3. The proposed site is currently platted as Outlot A, Monticello Business Center 6th 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. CSG RESPONSE: NOTED. EASEMENTS REFLECT VACATION AND DEDICATION. 4. The drainage and utility easements shown on the plat needs to be revised to remove the easement where the courtyard is located, as that area is no longer being used as an infiltration basin. CSG RESPONSE: NOTED. EASEMENTS UPDATED TO NO LONGER INCLUDE COUTYYARD AREA. 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. CSG RESPONSE: NOTED. Preliminary Civil Plans Site Plan 6. 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. CSG RESPONSE: SEPARATE DRIVE AISLE NOT FEASABLE. SITE UPDATED TO CREATE MORE PEDESTRIAN ACCESSABLE ROUTES. 7. A sidewalk should extend from the proposed apartment building to the existing pathway along School Blvd. CSG RESPONSE: NOTED. SITE PLAN UPDATED TO INCLUDE CONNECTING PATH FROM EXISTING APARTMENT TO SIDEWALK ALONG SCHOOL BLVD. 8. Show handicap parking stalls compliant with ADA regulations. 4931 West 36" Street • Suite 200 • St. Louis Park • Minnesota •55416 • www.civilsitegroup.com Matt Pavek, PE • 763-213-3944 Patrick Sarver, PLA • 952-250-2003 CSG RESPONSE: NOTED. SITE AND GRADING PLAN UPDATED TO INCLUDE ADA PARKING STALLS COMPLIENT WITH ADA GRADING REQUIREMENTS. 9. The civil and architectural site plans should be consistent. The elevations and grades are not the same between the plans. CSG RESPONSE: NOTED. Utility Plan 10. 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. CSG RESPONSE: NOTED. UTILITY PLAN UPDATED TO SHOW LOOPED WATERMAIN 11. 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. CSG RESPONSE: NOTED. UTILITY PLAN UPDATED TO SHOW REMOVAL OF EXISTING HYDRANT AND INSTALLATION OF GATE VALVE AT CONNECTION POINTS TO EXISITNG WATERMAIN(S). 12. Label the connections needed, gate valve and watermain service size and length of water service. CSG RESPONSE: CONNECTIONS AND GATE VALVLES FOR THE PROPOSED "LOOPED" WATERMAIN TO MATCH EXISTING WATERMAIN SIZE. PROPOSED BUILDING SERVICE TO BE SIZED MY MECHANICAL. 13. Identify proposed fire hydrant locations. The plans identify that existing hydrants will be salvaged and reinstalled, but do not show the new hydrant locations. CSG RESPONSE: UTILITY PLAN UPDATED SHOWING PROPOSED LOCATION FOR HYDRANT TO BE REINSTALLED. 14. The building department will then review the proposed fire hydrant location(s) and emergency vehicle access/circulation. A turning radius template drawing for the ladder truck shall be provided. CSG RESPONSE: SHEET C2.0 UPDATED TO INCLUDE VEHICLE TURNING MOVEMENT 15. Identify irrigation stub locations and submit an irrigation plan to the building department with the building permit. CSG RESPONSE: NOTED. RESPONSIBILITY OF ARCH/CONTRACTOR. 16. Confirm that the 8 -inch sanitary sewer size is adequate per Ten State Standards. CSG RESPONSE: NOTED. FINAL SIZE TO BE DESIGNED BY MECHANICAL. 17. A note should be added to the plans that the City will not be responsible for any additional costs incurred that is associated with variations in the utility as -built elevations. These elevations shall be verified in the field prior to construction CSG RESPONSE: CITY NOTE ADDED TO SHEET C4.0 4931 West 351 Street • Suite 200 • St. Louis Park • Minnesota •55416 • www.civilsitegroup.com Matt Pavek, PE • 763-213-3944 Patrick Sarver, PLA • 952-250-2003 Grading Plan 18. Label the % grade for the parking lot. CSG RESPONSE: GRADING PLAN UPDATED TO INCLUDE % GRADE IN PARKING LOT. 19. Show the rim and invert elevations of the storm sewer. CSG RESPONSE: STORM RIM AND INVERT ELEVATIONS SHOWN ON SHEET C3.0 20. Riprap shall be grouted per City general specifications. CSG RESPONSE: NOTE ADDED TO SHEET C4.0 21. Verify that the 959.50 EOF elevation is accurate as the surrounding contour elevations appear higher to be higher. Landscaping will need to be modified/removed to not block the EOF route. CSG RESPONSE: EOF UPDATED. PROPOSED DRAINAGE SWALE OVER EXISTING STORM PIPE RUNNING FROM SITE SOUTH TO REGIONAL POND 22. Provide trench drain design and information on the storm sewer pumping system. The pumping system will need to comply with the Building Code. CSG RESPONSE: TRENCH DRAIN ELIMINATED. GRADING UPDATED. 23. Confirm all roof drainage is being directed to the infiltration basin. CSG RESPONSE: NOTED. RESPONSIBILITY OF ARCH. 24. 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. CSG RESPONSE: NOTED. RESPONSIBILITY OR ARCH/STRUCTURAL 25. 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. CSG RESPONSE: NOTED. 26. 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. CSG RESPONSE: NOTED. 27. Verify landscaping on the west side of building will not block the drainage Swale. CSG RESPONSE: DRAINAGE SWALE NO LONGER PROPOSED. Stormwater Management Plan 28. Provide modeling calculations for the 10 -day snowmelt (7.2") event. CSG RESPONSE: 10 -DAY SNOWMELT EVENT ADDED TO HYDROCAD CALCULATIONS AND STORMWATER REPORT. 29. 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. CSG RESPONSE: RESPONSIBILITY OF OWNER/DEVELOPER. COORDINATE WITH CIVIL. 4931 West 351 Street - Suite 200 • St. Louis Park • Minnesota •55416 - www.civilsitegroup.com Matt Pavek, PE - 763-213-3944 Patrick Sarver, PLA • 952-250-2003 30. Pretreatment for runoff to infiltration basin is required. A 4 -foot sump manhole is required at the last structure (CBMH 22) before entering the infiltration basin. CSG RESPONSE: UTILITY PLAN UPDATED TO INCLUDE SUMP AT CBMH 22. 31. According to the City's design guidelines, the maximum size slope for the infiltration basin should be 4:1, see Detail 4 on page C5.1. CSG RESPONSE: PLANS SHOW PROPOSED SLOPES FOR INFILTRATION AT 3:1. 32. Provide a detail for outlet control structure for pond. CSG RESPONSE: STORM MANHOLE DETAIL ADDED TO SHEET C5.1 33. Provide rational method calculations confirming adequacy of the storm sewer design for the 10 - year storm event including the trench drain design. CSG RESPONSE: CURRENTLY BEING WORKED ON. WILL BE INCLUDED IN FINAL STAGE PUD. Water Quality and Volume Reduction 34. Applicant is required to infiltrate 1.1" over the net new impervious area. Required Infiltration Amount 10,665 cf Proposed Infiltration Amount 11,687 cf CSG RESPONSE: NOTED. HYDROCAD CALCULATIONS REFLECT REDESIGN. 35. The infiltration ponding depth proposed is from elevation 956.5 to 958.3 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. CSG RESPONSE: NOTED. Rate Control 36. 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. CSG RESPONSE: NOTED. Freeboard 37. Given the low opening for the garage is a 960.33 the EOF should be identified as 1.5' below that elevation at 958.83. CSG RESPONSE: PROPOSED EOF IS 2 FEET BELOW LOW OPENING 38. The FFE of 971.00 is more than the required 2 feet above the HWL of 959.78, however the underground parking area has an opening elevation of 960.33 which does not meet freeboard requirements of 2 -feet above the HWL. Consider installing a berm to mitigate this. If this cannot be mitigated, the development agreement will include language indemnifying the City from any damages arising from the design and construction of the site and structure and that the property 4931 West 35t° Street • Suite 200 St. Louis Park • Minnesota •55416 • www.civilsitegroup.com Matt Pavek, PE • 763-213-3944 Patrick Sarver, PLA • 952-250-2003 owner shall be responsible for any and all flooding and associated property damage to the structure, appurtenances and tenants' property for not meeting the freeboard requirement. CSG RESPONSE: PROPOSED ELEVATION DIFFERENCE BETWEEN LOW FLOOR ELEVATION AND HWL IS 2.63 FEET. 4931 West 351 Street • Suite 200 • St. Louis Park • Minnesota •55416 • www.civilsitegroup.com Matt Pavek, PE • 763-213-3944 Patrick Sarver, PLA • 952-250-2003 2 0 U 0 z W M 0 00 M a LO LO z W J 0 EL a LU z z 0 0 M W H Z) LU Z) z LU Q Q z W X 0 wsb December 2, 2021 Matt Leonard City Engineer/Public Works Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Kjellberg Twin Pines Apartments Development Stage PUD, Preliminary and Final Plat Plan Review City Project No. 2019-027 WSB Project No. R-014468-000 Dear Mr. Leonard: We have reviewed the Kjellberg Twin Pines Preliminary Plat submittal dated November 8, 2021, that included preliminary civil site/grading plans and stormwater management plan 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. ('Pnpral 1. Add a note to the plans referencing the City Standard Specifications and Detail Plates. Preliminary and Final Plat 2. Monticello Business Center 7th 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 61h 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 needs 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. 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. K:\014468-000\Admin\Docs\2021-11-16 Submittal\_2021-12-02 Twin Pines Apts Prelim Plat - WSB Engineering Review.docx Kjellberg Twin Pines Apartments — WSB Engineering Review December 2, 2021 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. Existing Site & Removal Plan (C1.0) 8. 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. Site & Paving Plan (C2.0) 9. 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 Applicant noted that a separate drive aisle is not feasible, but the site was updated to create more pedestrian accessible routes. 10. A sidewalk should extend from the proposed apartment building to the existing pathway along School Blvd. Applicant noted the site plan was updated to include a connecting path from the existing apartment to sidewalk along School Boulevard. 11. Update parking lot to show the correct number of Handicap parking stalls in compliance with ADA regulations. 12. Note the location of pedestrian curb ramps and add the appropriate details onto the details sheets. 13. Add the notation for the signs on the plan view to correspond with what is noted in the legend. 14. If tip -out curb is proposed, note these locations on the plans. 15. Coordinate civil and architectural plans to match, currently grades are different. 16. 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. 17. 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. Grading Plan (C3.0) 18. 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. 19. 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. Kjellberg Twin Pines Apartments — WSB Engineering Review December 2, 2021 Page 3 20. 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. 21. Riprap shall be grouted per City general specifications. Note the quantity proposed at each location. Complete. 22. 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. 23. Provide trench drain design and information on the storm g system. The pumping system will need to comply with the Building Cc( Complete. 24. Confirm all roof drainage is being directed to the infiltration basir, Complete. 25. Provide documentation that retaining walls greater than 4.0 feet in height are certified by a professional engineer and a buildinn narmit has been acquired. A fence or railing is required along the top of the wall Complete. 26. Verify landscaping on west side of building will not block drainage swale 27. Retaining walls over 4' in height will require a fence or railing, provide standard details. 28. The grading in and around the handicapped spaces cannot exceed 2.0% in grade, show additional grade percentages and/or provide note(s) to this affect. Utility Plan (C4.0) 29. 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 sit(- Complete. 30. 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 current building code. 31. 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. 32. Show the drainage and utility easements on the Utility Plan 33. Label the size and type of the proposed watermain loop. Note the sizes of the valves on the plan and class of pipe proposed. 34. Note the location of the post indicator valve (PIV). 35. 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. Kjellberg Twin Pines Apartments — WSB Engineering Review December 2, 2021 Page 4 36. Identify fire hydrant locations, currently plan states exis'' rainctallarl hi it nlan rinac not chrnni tha naXni Innatinnc Complete, but the City's preference is that new hydrants are used for the proposed developments. 37. Where sanitary or storm sewer crosses the watermain, note "Maintain 18 -Inch Separation, 4" Rigid Insulation" at each location. 38. The sewer service and storm sewer pipe crossing appear to be in conflict. Review all conflict points and adjust grades as necessary. 39. 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. 40. 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. 41. Confirm that the 8 -inch sanitary sewer size is adequate per Ten State Standards. 42. Note the pipe material types and strength designation for sanitary sewer pipes (i.e. PVC SDR 35). 43. Add general notes to the utility plans to the effect of: 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) 44. Use the City standard details for the proposed utility work including sanitary sewer, storm sewer, watermain, or other items to the greatest extent practicable. 45. Provide a detail for the proposed retaining walls and safety fence. SWPPP (SW1.0 - SW1.5) 46. Either add a note or clarify the legend that the perimeter control shall be comprised of silt fence. 47. Show the location of the stabilized construction entrance. Kjellberg Twin Pines Apartments — WSB Engineering Review December 2, 2021 Page 5 48. Add BMP such as silt fence or bio -roll at the bottom perimeter of the infiltration basin. 49. Show the hatching on the plan view for the erosion control blanket locations. 50. A full review of erosion/sediment control will be conducted with the final plat submittal. Show hatching on plan where this will be required. Traffic & Access 51. 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 Applicant noted receipt of these comments from their response dated January 22, 2020. Stormwater Management Plan ?. Provide modeling calculations for the 10 -day snowmelt (7.2") event. CN's should br, modified in this model event to PR to simulate no infiltration/frozen conditions. 53. 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. 54. retreatment for runoff to infiltration basin ._ ._ _.. UU. I IUVIUU __.,ii 1U1 IL UUVIUU c curb cut before entering the infiltration basin. 55. 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: -hich is steeper than allow" 56. Provide rational method calculations confirming adequacy of the storm sewer design for the 10 -year storm event including the trench drain design. Water Quality and Volume Reduction: 58. 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. Kjellberg Twin Pines Apartments — WSB Engineering Review December 2, 2021 Page 6 Rate Control: 59. 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 utilizing the regional pond for overall rate control, therefore alternate ponding fees for the site are applicable. Freeboard: 60. The EOF of 958.33 provides the required freeboard of at least 1.5ft to the building low opening of 960.33. 61. 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. Please have the applicant provide a written response addressing the comments above. Feel free to contact me at 763-287-8532 if you have any questions or comments regarding the engineering review. Sincerely, WSB ;�L� James L. Stremel, P.E. Senior Project Manager �M Spack SOLUTIONS Technical Memorandum To: Angie Wehmhoff, Kjellbergs Inc. From: Max Moreland, PE, PTOE Date: November 18, 2019 Re: Trip & Parking Generation Assessment — Monticello Residential Purpose of Report and Study Objectives A new 92 -unit multi -family residential development is proposed on School Boulevard immediately east of the Walmart at 9320 Cedar Street in Monticello, Minnesota. This technical memorandum presents a high-level traffic and parking analysis of the proposed development. The primary purpose is to determine the amount of traffic to be generated by this development and how that impacts surrounding intersections. The peak period parking demand for the development will also be forecast and compared to the proposed parking supply. A site plan dated November 4, 2019 is attached for reference. Conclusions Using standard trip generation data for the proposed 92 -unit multi -family housing development, the expected weekday changes in traffic volumes are: • An increase in total daily trips by 500 trips. • An increase in total a.m. peak hour trips by 34 trips. • An increase in total p.m. peak hour trips by 41 trips. Though the trip generation from this site will cause an increase in area traffic volumes, the site is not forecast to be a high traffic generator. No significant operational impacts are anticipated for the surrounding roadways and intersections due to trips from this proposed development. The site is proposing to include 156 parking stalls for the residential development. It is anticipated that the peak period parking demand for the development will be 121 parking stalls. This suggests the proposed parking supply for the site will be sufficient. a1 Main St SE, #204, 1(888) 859-9425 www.spacksolutions.com Minneapolis, MN 55414 USA 13 Spack Solutions 2 of 5 Monticello Residential Trip & Parking Generation Assessment Site Characteristics The site is located off of School Boulevard immediately east of the Walmart at 9320 Cedar Street in Monticello, Minnesota. The existing access on School Boulevard for the Monticello Pet Hospital and Kjellberg Business Center will be utilized for this development. The residential building will be south of the existing buildings on site with vehicles travelling through the existing parking areas to get to/from the residential area. The existing parking areas will be reconfigured to allow for a few additional parking spaces for the existing buildings. There will be a total of 241 parking spaces on site; 48 for the Kjellberg Business Center building, 37 for the Monticello Pet Hospital building and 156 for the proposed residential building. For the residential building, 80 parking stalls will be at grade and 76 below grade. Trip Generation The traffic forecasts for the site are based on the data and methods published in the Institute of Transportation Engineers (ITE) Trip Generation Manual, 10th Edition. The ITE Trip Generation Manual is a compilation of traffic data for various land uses from existing developments throughout the United States. In addition to the new residential building, trip generation estimates were made for the existing buildings on site. It is assumed that the business center is occupied by general office uses. Table 1 presents the weekday trip generation with the proposed development and existing buildings trip generation numbers included for comparison. Table 1— Weekday Trip Generation Description (source) Entering Daily Trips Exiting AM Peak Entering Hour Exiting PM Peak Hour Entering Exiting Multi -Family Mid -Rise Housing - 92 Units 250 250 9 25 25 16 (ITE 221) Animal/Veterinary Hospital/Clinic-7,800 square feet 84 84 19 9 11 17 (ITE 640) General Office —12,800 square feet 62 62 13 2 2 12 (ITE 710) Total Site Trips 396 396 41 36 38 45 It can be seen in Table 1 that the forecast trip generation for the proposed residential building is higher than what would be expected for the rest of the site over the course of a weekday. In both peak hour scenarios, the peak hour volumes for the new residential development are forecast to be less than 45 trips. ITE's Transportation Impact Analyses for Site Development report recommends a detailed traffic impact study be done for developments generating 100 Spack Solutions 3 of 5 Monticello Residential Trip & Parking Generation Assessment or more new trips in a peak hour. That is the threshold where development traffic may adversely impact the transportation system and intersection operations should be analyzed. Based on this threshold and the results shown in Table 1, a full study would not be needed. Intersection Impact Analysis To see the impact of site trips on surrounding intersections, vehicles need to be distributed from the development throughout the roadway network. A trip distribution pattern for trips going to/from the proposed residential development was developed based on location and access to the surrounding region. That pattern is: • 20% of the generated traffic to/from the north on MN -25 • 5% of the generated traffic to/from the west on School Boulevard • 15% of the generated traffic to/from the south on MN -25 • 10% of the generated traffic to/from the south on Edmonson Avenue • 40% of the generated traffic to/from the east on School Boulevard • 5% of the generated traffic to/from the north on Edmonson Avenue • 5% of the generated traffic to/from the north on Cedar Street Using the trip generation and trip distribution, new trips for the residential development were routed through the following intersections: • School Boulevard & MN -25 • School Boulevard & Cedar Street • School Boulevard & Edmonson Avenue The new site trips from the residential development are shown in Figure 1. Spack Solutions Figure 1— New Site Trips L ' --0 -v 4 of 5 Monticello Residential Trip & Parking Generation Assessment AM Peak dour 0- . PM Peak Hour Daily x t As seen in Figure 1, the highest hourly volume increase for any intersection movement due to the new site traffic is 10 vehicles making eastbound and westbound through movements at the School Boulevard intersections with Cedar Street and Edmonson Avenue. That equates to an increase of approximately one vehicle every six minutes for those movement. Based on these volumes, none of the surrounding intersections are anticipated to be significantly impacted by site traffic. Spack Solutions 5 of 5 Monticello Residential Trip & Parking Generation Assessment Parking Generation The Institute of Transportation Engineers (ITE) has put together a document, ITE Parking Generation, 5t" Edition, that compiled parking demand data from different land uses. Using that data, weekday peak period parking demands were calculated for each land use of this development. Those peak period parking demands are summarized in Table 2 along with the proposed parking supply. i apse c — reaK rerioa rarKing uemanas Weekday Peak Period Proposed Parking Land Use Parking Demand Supply Multi -Family Mid -Rise Housing - 92 Units 121 156 (ITE 221) Animal/Veterinary Hospital/Clinic — 7,800 square feet 26 37 (ITE 640) General Office —12,800 square feet 31 48 (ITE 710) Total Site 178 241 As shown in Table 2, the peak period parking demand for each portion of the site, as well as the entire site, is forecast to be within the proposed parking supply for the site suggesting the proposed parking supply for the site will be sufficient. City Council Agenda: 12/13/2021 4E. Consideration to appoint a City Council member and alternate to The Pointes at Cedar Compass Committee Prepared by: Meeting Date: ❑ Regular Agenda Item Community Development Director 12/13/2021 ® Consent Agenda Item Reviewed by: Approved by: N/A ALTERNATIVE ACTION Motion to appoint Council member and Council member as alternate to serve on the Compass Committee for the Professional Engineering, Park & Open Space Planning and Landscape Architecture Services project. REFERENCE AND BACKGROUND On November 8, the City Council selected WSB to complete the Grading, Park and Open Space & Landscape Architecture project for The Pointes at Cedar. A steering committee is being formed to support the City and WSB on this project. The group will include a cross-section of community representation for purposes of continuing to guide the project for the benefit of the community and region. The City Council is asked to continue their role in the project, appointing a representative to the Compass Committee. Staff recommends Council also appoint an alternate to the committee for coverage purposes. An informational flyer on the Compass Committee is attached for reference. The first meeting of the Compass Committee is scheduled for December 15 at 4:00 p.m.; the agenda is attached. STAFF RECOMMENDATION Staff recommends Council's continued involvement as The Pointes at Cedar SAP is implemented. Staff defers to the Council on appointment matters. SUPPORTING DATA A. Compass Committee Information B. December 15th Compass Committee Agenda 1 Compass Committee Imagining I Guiding I Connecting t Monticello Overview The Pointes at Cedar, formerly known as Chelsea Commons, reimagines how a large land area in the core of Monticello will develop over time. It takes into consideration the changing ways people want to live, work, and play, creating a unique place which combines economic development opportunities, residential living, and public recreation. The Pointes at Cedar is intended to accelerate quality private development in the area and act as a catalyst for additional growth and community connection. As representatives of the community, The Pointes at Cedar Compass Committee will provide strategic guidance, feedback, and act as community liaisons throughout the design process. The committee will represent the community's vision, needs, and provide insight on challenges and issues. As liaisons and voice to the greater community, the committee will communicate accurate information to the community they represent, as well as direct feedback to the appropriate channels. The purpose of the Compass Committee is to serve as a voice for the community and provide lived experiences and expertise as individuals who live, work, and play in Monticello. Committee Member Responsibilities Each member of the Compass Committee agrees to: 1. Attend as many of the meetings identified below as able and participate in discussions by sharing ideas and expertise. 2. Be a voice to advance the broader interests of the community. 3. Routinely report back to their organization or community with accurate project details and updates. 4. Report feedback from the community and direct feedback to the group. 5. Listen to and respect the viewpoints of other committee members. Membership Membership is intended to represent the diversity of interests and stakeholders that live, work, and play in Monticello. Meetings Anticipate nine meetings - approximately one every other month beginning in December 2021. P I Qoe! ') I N LEI S a4. Compass Advisory Committee Imagining I Guiding I Connecting Date: December 15, 2021 Time: 5 p.m. — 7 p.m. Location: Monticello Community Center/ City Hall Agenda 1. Welcome Rachel Leonard & Angela Schumann, City of Monticello 2. Introductions Brad Hamilton, WSB 3. Project background and overview Jason Amberg, WSB 4. Committee Charter (committee purpose and responsibilities) Brad Hamilton, WSB 5. Initial feedback from the Committee Brad Hamilton, WSB • What questions do you have? • Big picture thoughts? First impressions? • How can we reach the community — outreach / pop-up ideas? • What groups or people do we need to reach? 6. Imagining Small Groups Brad Hamilton and Hans Thomsen, WSB lZCIOF Montiiceffco • What should be included to make you want to spend an afternoon enjoying The Pointes at Cedar? • This will be an all -season / all -age venue — What are key elements to achieve this? • What programming and/or events would you like to see? • Priorities — Ranking exercise 7. Next steps Brad Hamilton, WSB Monticello Patrol Hour Summary Hours Purchased Per Contract: 1 19,032.00 Starting Hours (beginning of month): 2,946.75 M -T -D (detailed below): 1,438.50 Balance going forward (to next month): 1,508.25 Y -T -D: 1 17,523.75 Shift Start Shift Stop Date Shift Start Time Shift Stop Date Time Schedule Position Time Type Regular Hours 1 -Nov -21 6:00 1 -Nov -21 16:00 Monticello (52) 3210 Regular 10.00 1 -Nov -21 8:00 1 -Nov -21 18:00 Monticello (52) 3211 Regular 10.00 1 -Nov -21 14:00 2 -Nov -21 0:00 Monticello (52) 3230 Regular 10.00 1 -Nov -21 18:00 1 -Nov -21 22:00 Monticello (52) 3240 Regular 4.00 1 -Nov -21 20:00 2 -Nov -21 6:00 Monticello (52) 3241 Regular 10.00 1 -Nov -21 22:00 2 -Nov -21 4:00 Monticello (52) 3240 Regular 6.00 2 -Nov -21 6:00 2 -Nov -21 16:00 Monticello (52) 3210 Regular 10.00 2 -Nov -21 8:00 2 -Nov -21 18:00 Monticello (52) 3211 Regular 10.00 2 -Nov -21 12:00 2 -Nov -21 22:00 Monticello (52) 3221 Regular 10.00 2 -Nov -21 18:00 3 -Nov -21 4:00 Monticello (52) 3240 Regular 10.00 2 -Nov -21 20:00 3 -Nov -21 6:00 Monticello (52) 3241 Regular 10.00 3 -Nov -21 6:00 3 -Nov -21 16:00 Monticello (52) 3210 Regular 10.00 3 -Nov -21 8:00 3 -Nov -21 18:00 Monticello (52) 3211 Regular 10.00 3 -Nov -21 12:00 3 -Nov -21 22:00 Monticello (52) 3221 Regular 10.00 3 -Nov -21 18:00 4 -Nov -21 4:00 Monticello (52) 3240 Regular 10.00 3 -Nov -21 20:00 4 -Nov -21 6:00 Monticello (52) 3241 Regular 10.00 4 -Nov -21 6:00 4 -Nov -21 16:00 Monticello (52) 3210 Regular 10.00 4 -Nov -21 8:00 4 -Nov -21 18:00 Monticello (52) 3211 Regular 10.00 4 -Nov -21 12:00 4 -Nov -21 22:00 Monticello (52) 3221 Regular 10.00 4 -Nov -21 18:00 5 -Nov -21 4:00 Monticello (52) 3240 Regular 10.00 4 -Nov -21 20:00 5 -Nov -21 6:00 Monticello (52) 3241 Regular 10.00 5 -Nov -21 6:00 5 -Nov -21 16:00 Monticello (52) 3210 Regular 10.00 5 -Nov -21 8:00 5 -Nov -21 18:00 Monticello (52) 3211 Regular 10.00 5 -Nov -21 14:00 6 -Nov -21 0:00 Monticello (52) 3230 Regular 10.00 5 -Nov -21 20:00 6 -Nov -21 6:00 Monticello (52) 3241 Regular 10.00 6 -Nov -21 0:00 6 -Nov -21 2:00 Monticello (52) 3240 Regular 2.00 6 -Nov -21 2:00 6 -Nov -21 4:00 Monticello (52) 3240 OT 2.00 6 -Nov -21 6:00 6 -Nov -21 16:00 Monticello (52) 3210 Regular 10.00 6 -Nov -21 8:00 6 -Nov -21 18:00 Monticello (52) 3211 Regular 10.00 6 -Nov -21 14:00 7 -Nov -21 0:00 Monticello (52) 3230 Regular 10.00 6 -Nov -21 18:00 6 -Nov -21 20:00 Monticello (52) 3240 OT 2.00 6 -Nov -21 20:00 7 -Nov -21 2:00 Monticello (52) 3240 Regular 7.00 6 -Nov -21 20:00 7 -Nov -21 6:00 Monticello (52) 3241 Regular 11.00 7 -Nov -21 2:00 7 -Nov -21 4:00 Monticello (52) 3240 OT 2.00 7 -Nov -21 6:00 7 -Nov -21 16:00 Monticello (52) 3210 Regular 10.00 7 -Nov -21 8:00 7 -Nov -21 18:00 Monticello (52) 3211 Regular 10.00 7 -Nov -21 14:00 8 -Nov -21 0:00 Monticello (52) 3230 Regular 10.00 7 -Nov -21 18:00 8 -Nov -21 4:00 Monticello (52) 3240 Regular 10.00 7 -Nov -21 20:00 8 -Nov -21 6:00 Monticello (52) 3241 Regular 10.00 8 -Nov -21 6:00 8 -Nov -21 16:00 Monticello (52) 3210 Regular 10.00 8 -Nov -21 10:00 8 -Nov -21 20:00 Monticello (52) 3211 Regular 10.00 8 -Nov -21 14:00 9 -Nov -21 0:00 Monticello (52) 3230 Regular 10.00 8 -Nov -21 18:00 9 -Nov -21 4:00 Monticello (52) 3240 Regular 10.00 8 -Nov -21 20:00 9 -Nov -21 6:00 Monticello (52) 3241 Regular 10.00 9 -Nov -21 6:00 9 -Nov -21 16:00 Monticello (52) 3210 Regular 10.00 9 -Nov -21 8:00 9 -Nov -21 18:00 Monticello (52) 3211 Regular 10.00 9 -Nov -21 14:00 10 -Nov -21 0:00 Monticello (52) 3230 Regular 10.00 9 -Nov -21 18:00 10 -Nov -21 4:00 Monticello (52) 3240 Regular 10.00 9 -Nov -21 20:00 10 -Nov -21 6:00 Monticello (52) 3241 Regular 10.00 10 -Nov -21 6:00 10 -Nov -21 16:00 Monticello (52) 3210 Regular 10.00 10 -Nov -21 8:00 10 -Nov -21 18:00 Monticello (52) 3211 Regular 10.00 10 -Nov -21 12:00 10 -Nov -21 22:00 Monticello (52) 3221 Regular 10.00 10 -Nov -21 18:00 10 -Nov -21 20:00 Monticello (52) 3240 Regular 2.00 10 -Nov -21 20:00 11 -Nov -21 4:00 Monticello (52) 3240 Regular 8.00 10 -Nov -21 20:00 11 -Nov -21 6:00 Monticello (52) 3241 Regular 10.00 11 -Nov -21 6:00 11 -Nov -21 16:00 Monticello (52) 3210 Regular 10.00 11 -Nov -21 8:00 11 -Nov -21 18:00 Monticello (52) 3211 Regular 10.00 11 -Nov -21 12:00 11 -Nov -21 22:00 Monticello (52) 3221 Regular 10.00 11 -Nov -21 18:00 12 -Nov -21 4:00 Monticello (52) 3240 Regular 10.00 11 -Nov -21 20:00 12 -Nov -21 6:00 Monticello (52) 3241 Regular 10.00 12 -Nov -21 6:00 12 -Nov -21 16:00 Monticello (52) 3210 Regular 10.00 12 -Nov -21 8:00 12 -Nov -21 18:00 Monticello (52) 3211 Regular 10.00 12 -Nov -21 13:00 12 -Nov -21 21:00 Monticello (52) 3221 Regular 8.00 12 -Nov -21 18:00 13 -Nov -21 4:00 Monticello (52) 3240 Regular 10.00 12 -Nov -21 20:00 13 -Nov -21 6:00 Monticello (52) 3241 Regular 10.00 13 -Nov -21 6:00 13 -Nov -21 16:00 Monticello (52) 3210 Regular 10.00 13 -Nov -21 8:00 13 -Nov -21 18:00 Monticello (52) 3211 Regular 10.00 13 -Nov -21 16:00 14 -Nov -21 2:00 Monticello (52) 3230 Regular 10.00 13 -Nov -21 18:00 14 -Nov -21 4:00 Monticello (52) 3240 Regular 10.00 13 -Nov -21 20:00 14 -Nov -21 6:00 Monticello (52) 3241 Regular 10.00 14 -Nov -21 6:00 14 -Nov -21 16:00 Monticello (52) 3210 Regular 10.00 14 -Nov -21 8:00 14 -Nov -21 18:00 Monticello (52) 3211 Regular 10.00 14 -Nov -21 14:00 15 -Nov -21 0:00 Monticello (52) 3230 Regular 10.00 14 -Nov -21 18:00 15 -Nov -21 4:00 Monticello (52) 3240 Regular 10.00 14 -Nov -21 20:00 15 -Nov -21 6:00 Monticello (52) 3241 Regular 10.00 15 -Nov -21 6:00 15 -Nov -21 16:00 Monticello (52) 3210 Regular 10.00 15 -Nov -21 8:00 15 -Nov -21 18:00 Monticello (52) 3211 Regular 10.00 15 -Nov -21 14:00 16 -Nov -21 0:00 Monticello (52) 3230 Regular 10.00 15 -Nov -21 18:00 16 -Nov -21 4:00 Monticello (52) 3240 Regular 10.00 15 -Nov -21 20:00 16 -Nov -21 6:00 Monticello (52) 3241 Regular 10.00 16 -Nov -21 6:00 16 -Nov -21 16:00 Monticello (52) 3210 Regular 10.00 16 -Nov -21 8:00 16 -Nov -21 18:00 Monticello (52) 3211 Regular 10.00 16 -Nov -21 14:00 17 -Nov -21 0:00 Monticello (52) 3230 Regular 10.00 16 -Nov -21 18:00 17 -Nov -21 4:00 Monticello (52) 3240 Regular 10.00 16 -Nov -21 20:00 17 -Nov -21 6:00 Monticello (52) 3241 Regular 10.00 17 -Nov -21 6:00 17 -Nov -21 16:00 Monticello (52) 3210 Regular 10.00 17 -Nov -21 14:00 18 -Nov -21 0:00 Monticello (52) 3230 Regular 10.00 17 -Nov -21 18:00 18 -Nov -21 4:00 Monticello (52) 3240 Regular 10.00 17 -Nov -21 20:00 18 -Nov -21 6:00 Monticello (52) 3241 Regular 10.00 18 -Nov -21 6:00 18 -Nov -21 16:00 Monticello (52) 3210 Regular 10.00 18 -Nov -21 12:00 18 -Nov -21 22:00 Monticello (52) 3221 Regular 10.00 18 -Nov -21 18:00 19 -Nov -21 4:00 Monticello (52) 3240 Regular 10.00 18 -Nov -21 20:00 19 -Nov -21 6:00 Monticello (52) 3241 Regular 10.00 19 -Nov -21 6:00 19 -Nov -21 16:00 Monticello (52) 3210 Regular 10.00 19 -Nov -21 12:00 19 -Nov -21 22:00 Monticello (52) 3221 Regular 10.00 19 -Nov -21 18:00 20 -Nov -21 4:00 Monticello (52) 3240 Regular 10.00 19 -Nov -21 22:00 20 -Nov -21 0:00 Monticello (52) 3241 Regular 2.00 20 -Nov -21 4:00 20 -Nov -21 6:00 Monticello (52) 3241 OT - Regular 2.00 20 -Nov -21 6:00 20 -Nov -21 16:00 Monticello (52) 3210 Regular 10.00 20 -Nov -21 8:00 20 -Nov -21 18:00 Monticello (52) 3211 Regular 10.00 20 -Nov -21 12:00 20 -Nov -21 22:00 Monticello (52) 3221 Regular 10.00 20 -Nov -21 18:00 21 -Nov -21 4:00 Monticello (52) 3240 Regular 10.00 20 -Nov -21 20:00 21 -Nov -21 6:00 Monticello (52) 3241 Regular 10.00 21 -Nov -21 6:00 21 -Nov -21 16:00 Monticello (52) 3210 Regular 10.00 21 -Nov -21 8:00 21 -Nov -21 18:00 Monticello (52) 3211 Regular 10.00 21 -Nov -21 12:00 21 -Nov -21 22:00 Monticello (52) 3221 Regular 10.00 21 -Nov -21 18:00 22 -Nov -21 4:00 Monticello (52) 3240 Regular 10.00 21 -Nov -21 20:00 22 -Nov -21 6:00 Monticello (52) 3241 Regular 10.00 22 -Nov -21 6:00 22 -Nov -21 16:00 Monticello (52) 3210 Regular 10.00 22 -Nov -21 11:30 22 -Nov -21 18:00 Monticello (52) 3211 Regular 6.50 22 -Nov -21 18:00 22 -Nov -21 20:30 Monticello (52) 3211 OT 2.50 22 -Nov -21 18:00 23 -Nov -21 4:00 Monticello (52) 3240 Regular 10.00 22 -Nov -21 20:00 23 -Nov -21 6:00 Monticello (52) 3241 Regular 10.00 23 -Nov -21 6:00 23 -Nov -21 16:00 Monticello (52) 3210 Regular 10.00 23 -Nov -21 11:30 23 -Nov -21 18:00 Monticello (52) 3211 Regular 6.50 23 -Nov -21 16:00 24 -Nov -21 2:00 Monticello (52) 3230 Regular 10.00 23 -Nov -21 20:00 24 -Nov -21 3:00 Monticello (52) 3240 Regular 7.00 23 -Nov -21 20:00 24 -Nov -21 6:00 Monticello (52) 3241 Regular 10.00 24 -Nov -21 6:00 24 -Nov -21 16:00 Monticello (52) 3210 Regular 10.00 24 -Nov -21 8:00 24 -Nov -21 18:00 Monticello (52) 3211 Regular 10.00 24 -Nov -21 16:00 25 -Nov -21 2:00 Monticello (52) 3230 Regular 10.00 24 -Nov -21 18:00 25 -Nov -21 4:00 Monticello (52) 3240 Regular 10.00 24 -Nov -21 20:00 25 -Nov -21 6:00 Monticello (52) 3241 Regular 10.00 25 -Nov -21 6:00 25 -Nov -21 16:00 Monticello (52) 3210 Regular 10.00 25 -Nov -21 8:00 25 -Nov -21 18:00 Monticello (52) 3211 Regular 10.00 25 -Nov -21 16:00 26 -Nov -21 2:00 Monticello (52) 3230 Regular 10.00 25-Nov-21 16:00 26-Nov-21 2:00 Monticello (52) 3240 Regular 10.00 25-Nov-21 20:00 26-Nov-21 6:00 Monticello (52) 3241 Regular 10.00 26-Nov-21 6:00 26-Nov-21 16:00 Monticello (52) 3210 Regular 10.00 26-Nov-21 8:00 26-Nov-21 18:00 Monticello (52) 3211 Regular 10.00 26-Nov-21 12:00 26-Nov-21 22:00 Monticello (52) 3221 Regular 10.00 26-Nov-21 18:00 27-Nov-21 4:00 Monticello (52) 3240 Regular 10.00 26-Nov-21 20:00 27-Nov-21 6:00 Monticello (52) 3241 Regular 10.00 27-Nov-21 6:00 27-Nov-21 16:00 Monticello (52) 3210 Regular 10.00 27-Nov-21 8:00 27-Nov-21 18:00 Monticello (52) 3211 Regular 10.00 27-Nov-21 12:00 27-Nov-21 22:00 Monticello (52) 3221 Regular 10.00 27-Nov-21 18:00 28-Nov-21 4:00 Monticello (52) 3240 Regular 10.00 27-Nov-21 20:00 28-Nov-21 6:00 Monticello (52) 3241 Regular 10.00 28-Nov-21 6:00 28-Nov-21 16:00 Monticello (52) 3210 Regular 10.00 28-Nov-21 8:00 28-Nov-21 18:00 Monticello (52) 3211 Regular 10.00 28-Nov-21 12:00 28-Nov-21 22:00 Monticello (52) 3221 Regular 10.00 28-Nov-21 18:00 29-Nov-21 4:00 Monticello (52) 3240 Regular 10.00 28-Nov-21 20:00 29-Nov-21 6:00 Monticello (52) 3241 Regular 10.00 29-Nov-21 6:00 29-Nov-21 16:00 Monticello (52) 3210 Regular 10.00 29-Nov-21 12:00 29-Nov-21 16:00 Monticello (52) 3211 Regular 4.00 29-Nov-21 12:00 29-Nov-21 22:00 Monticello (52) 3221 Regular 10.00 29-Nov-21 16:00 29-Nov-21 20:00 Monticello (52) 3211 Regular 4.00 29-Nov-21 18:00 30-Nov-21 4:00 Monticello (52) 3240 Regular 10.00 29-Nov-21 20:00 30-Nov-21 6:00 Monticello (52) 3241 Regular 10.00 30-Nov-21 6:00 30-Nov-21 16:00 Monticello (52) 3210 Regular 10.00 30-Nov-21 8:00 30-Nov-21 18:00 Monticello (52) 3211 Regular 10.00 30-Nov-21 16:00 1-Dec-21 2:00 Monticello (52) 3231 Regular 10.00 30-Nov-21 16:00 1-Dec-21 2:00 Monticello (52) 3230 Regular 10.00 30-Nov-21 20:00 1-Dec-21 6:00 Monticello (52) 3241 Regular 10.00 TOTAL: 1438.50 ,yGNT COGy�. f9r R 5 G4/`r Monticello Monthly Report 2021 Wright County Sheriff's Office Sheriff Sean Deringer 3800 Braddock Ave. NE, Buffalo, MN 55313 1-800-362-3667 Fax:763-682-7610 QPpF ESSIONA�rS Printed on December 1 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 911 Abandoned Total: 7 11/03/21 13:39 911 911 Abandoned 2021095644 911 11/04/21 14:41 Hang-up 911 Abandoned 2021095992 911 11/05/21 09:02 2021095337 911 Abandoned 2021096225 911 11/15/21 04:31 WP21029945 911 911 Abandoned 2021099273 911 11/16/21 11:00 11/05/21 911 Abandoned 2021099751 911 11/18/21 21:12 17:14 911 Abandoned 2021100538 Trespass WP21031294 911 11/29/21 13:36 911 911 Abandoned 2021103583 911 911 Hang-up Total: 23 11/02/21 06:35 911 Hang-up 2021095257 911 11/02/21 12:00 911 Hang-up 2021095327 911 11/02/21 12:48 911 Hang-up 2021095337 911 11/04/21 01:24 911 Hang-up 2021095853 911 Hang-up WP21029945 911 11/04/21 16:27 911 Hang-up 2021096020 911 11/05/21 15:28 911 Hang-up 2021096342 911 11/10/21 17:14 911 Hang-up 2021098006 911 11/11/21 16:03 911 Hang-up 2021098228 911 11/12/21 07:06 911 Hang-up 2021098400 911 11/12/21 23:14 911 Hang-up 2021098655 911 11/18/21 23:38 911 Hang-up 2021100565 911 11/20/21 16:56 911 Hang-up 2021101062 911 11/20/21 20:39 911 Hang-up 2021101139 911 11/24/21 07:17 911 Hang-up 2021102102 911 11/25/21 06:36 911 Hang-up 2021102429 911 11/25/21 14:12 911 Hang-up 2021102491 911 11/26/21 21:04 911 Hang-up 2021102861 911 11/26/21 23:43 911 Hang-up 2021102912 911 11/27/21 00:36 911 Hang-up 2021102919 911 11/28/21 01:49 911 Hang-up 2021103246 911 11/28/21 14:01 911 Hang-up 2021103342 911 11/29/21 08:29 911 Hang-up 2021103524 911 11/29/21 12:57 911 Hang-up 2021103575 911 911 Hang-up; Alarm Total: 1 11/14/21 19:02 911 Hang-up; Alarm 2021099139 911 911 Open Line Total: 53 11/01/21 06:55 911 Open Line 2021094967 911 11/01/21 16:27 911 Open Line 2021095105 911 11/01/21 18:46 911 Open Line 2021095145 911 Page 1 of 27 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 11/01/21 18:59 911 Open Line 2021095150 911 11/02/21 16:47 911 Open Line 2021095417 911 11/02/21 17:58 911 Open Line 2021095438 911 11/03/21 07:59 911 Open Line 2021095552 911 11/03/21 14:23 911 Open Line 2021095659 911 11/03/21 15:18 911 Open Line 2021095684 911 11/03/21 16:00 911 Open Line 2021095698 911 11/03/21 19:17 911 Open Line 2021095747 911 11/04/21 08:05 911 Open Line 2021095897 911 11/04/21 16:40 911 Open Line 2021096023 911 11/04/21 19:05 911 Open Line 2021096076 911 11/04/21 19:05 911 Open Line 2021096077 911 11/05/21 11:31 911 Open Line 2021096265 911 11/05/21 14:53 911 Open Line 2021096322 911 11/06/21 17:01 911 Open Line 2021096666 911 11/07/21 10:10 911 Open Line 2021096871 911 11/07/21 14:02 911 Open Line 2021096931 911 11/08/21 06:11 911 Open Line 2021097098 911 11/08/21 17:26 911 Open Line 2021097266 911 11/09/21 06:21 911 Open Line 2021097472 911 11/09/21 14:32 911 Open Line 2021097605 911 11/10/21 08:07 911 Open Line 2021097835 911 11/11/21 16:18 911 Open Line 2021098232 911 11/12/21 12:31 911 Open Line 2021098467 911 11/12/21 18:36 911 Open Line 2021098578 911 11/13/21 10:24 911 Open Line 2021098732 911 11/13/21 11:16 911 Open Line 2021098748 911 11/14/21 11:44 911 Open Line 2021099031 911 11/14/21 20:11 911 Open Line 2021099156 911 11/16/21 14:22 911 Open Line 2021099806 911 11/16/21 16:40 911 Open Line 2021099840 911 11/17/21 13:52 911 Open Line 2021100103 911 11/18/21 10:30 911 Open Line 2021100372 911 11/18/21 14:42 911 Open Line 2021100432 911 11/18/21 15:46 911 Open Line 2021100448 911 11/19/21 16:55 911 Open Line 2021100741 911 11/20/21 09:28 911 Open Line 2021100937 911 11/20/21 13:39 911 Open Line 2021101003 911 11/20/21 19:34 911 Open Line 2021101114 911 11/21/21 21:10 911 Open Line 2021101430 911 11/22/21 13:15 911 Open Line 2021101574 911 11/22/21 21:19 911 Open Line 2021101716 911 11/26/21 09:12 911 Open Line 2021102663 911 11/26/21 14:56 911 Open Line 2021102738 911 11/27/21 02:12 911 Open Line 2021102928 911 Open Line WP21031959 911 11/27/21 12:04 911 Open Line 2021103011 911 11/28/21 13:31 911 Open Line 2021103331 911 Page 2 of 27 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 11/28/21 17:28 911 Open Line 2021103413 911 11/29/21 06:28 911 Open Line 2021103502 911 11/30/21 12:15 911 Open Line 2021103900 911 911 Open Line; Domestic Disturbance Total: 1 11/05/21 11/17/21 06:50 911 Open Line; 2021100020 911 Open Line WP21031137 911 911 Open Line; MVA - No Injuries Total: 1 2021096242 11/17/21 18:57 911 Open Line; MVA- 2021100212 MVA- No Injuries WP21031197 911 Abandoned Vehicle Total: 7 11/02/21 15:39 Abandoned Vehicle 2021095399 Abandoned Vehicle WP21029787 911 11/05/21 10:10 Abandoned Vehicle 2021096242 Abandoned Vehicle WP21030059 Phone 11/17/21 14:08 Abandoned Vehicle 2021100109 Abandoned Vehicle WP21031169 2021101026 11/17/21 14:23 Abandoned Vehicle 2021100114 Abandoned Vehicle WP21031172 Phone 11/22/21 16:46 Abandoned Vehicle 2021101651 Abandoned Vehicle WP21031642 Phone 11/28/21 09:43 Abandoned Vehicle 2021103282 Abandoned Vehicle WP21032065 Phone 11/29/21 10:38 Abandoned Vehicle 2021103550 Abandoned Vehicle WP21032148 Phone Abuse Total: 1 11/05/2118:11 Abuse 2021096391 Abuse WP21030103 Phone Agency Assist Total: 9 11/04/21 23:36 Agency Assist 2021096154 Agency Assist WP21030042 Phone 11/13/21 21:19 Agency Assist 2021098899 Agency Assist WP21030859 Phone 11/15/21 16:55 Agency Assist 2021099468 Agency Assist WP21031014 Alarm 11/17/21 23:35 Agency Assist 2021100256 Agency Assist WP21031209 Phone 11/20/21 14:56 Agency Assist 2021101026 Agency Assist WP21031450 Phone 11/22/21 14:40 Agency Assist 2021101601 Agency Assist WP21031621 Phone 11/23/21 13:18 Agency Assist 2021101872 Agency Assist WP21031699 Phone 11/23/21 13:21 Agency Assist 2021101874 Agency Assist WP21031698 Phone 11/27/21 14:36 Agency Assist 2021103055 Agency Assist WP21031989 Phone Agency Assist; Disorderly Total: 1 Animal 2021100947 Animal - Abuse WP21031419 Phone 11/04/21 00:20 Agency Assist; 2021095839 Agency Assist WP21029942 Phone Alarm Total: 7 11/06/21 15:37 Alarm 2021096639 911 11/12/2116:46 Alarm 2021098543 Phone 11/13/2103:49 Alarm 2021098676 911 11/18/21 07:58 Alarm 2021100332 911 11/20/21 08:29 Alarm 2021100922 Phone 11/26/21 21:34 Alarm 2021102871 911 11/30/2110:22 Alarm 2021103862 Alarm WP21032240 Phone Animal Total: 6 11/05/2107:31 Animal 2021096201 Phone 11/05/2121:35 Animal 2021096446 Phone 11/19/2118:51 Animal 2021100785 Phone 11/20/2110:02 Animal 2021100947 Animal - Abuse WP21031419 Phone Page 3 of 27 Incident Start Date/Time Initial Call CFS # 11/21/2116:57 Animal 2021101371 11/27/2102:22 Animal 2021102931 Animal - Barking Dog Total: 2 11/08/21 11:16 Animal - Barking Dog 2021097169 11/09/21 18:23 Animal - Barking Dog 2021097701 Animal - Bites - Attacks Total: 2 11/21/21 17:18 Animal - Bites - Attacks 2021101374 11/27/21 23:04 Animal - Bites - Attacks 2021103212 Assault Total: 3 11/11/2116:21 Assault 11/15/2109:20 Assault 11/29/2121:33 Assault Burglary Total: 1 11/05/2121:56 Burglary Check Welfare Total: 18 11/01/21 20:22 Check Welfare 11/02/21 10:34 Check Welfare 11/08/21 12:25 Check Welfare 11/09/21 16:14 Check Welfare 11/13/21 11:45 Check Welfare 11/15/21 00:08 Check Welfare 11/17/21 07:31 Check Welfare 11/22/21 17:54 Check Welfare 11/23/21 15:47 Check Welfare 11/26/21 00:03 Check Welfare 11/26/21 10:01 Check Welfare 11/27/21 00:07 Check Welfare 11/28/21 10:59 Check Welfare 11/29/21 13:45 Check Welfare 11/29/21 18:52 Check Welfare 11/29/21 21:10 Check Welfare 11/29/21 22:51 Check Welfare 11/30/21 11:22 Check Welfare Citizen Aid Total: 17 11/01/21 07:16 Citizen Aid 11/01/21 10:33 Citizen Aid 11/03/21 15:40 Citizen Aid 11/05/21 00:00 Citizen Aid 11/07/21 17:20 Citizen Aid 11/09/21 18:40 Citizen Aid 11/11/21 15:26 Citizen Aid 11/15/21 02:55 Citizen Aid 11/15/21 16:04 Citizen Aid 2021098234 2021099315 2021103742 P41YAiDRI:i1:.1 2021095171 2021095305 2021097198 2021097645 2021098755 2021099205 2021100027 2021101668 2021101931 2021102630 2021102673 2021102916 2021103294 2021103585 2021103693 2021103738 2021103760 2021103883 2021094972 2021095015 2021095690 2021096160 2021096984 2021097709 2021098216 2021099261 2021099446 Final Incident Animal Animal - Barking Dog Animal - Barking Dog Animal - Bites - Attacks Animal - Bites - Attacks Assault Assault Assault Case Number How Reported WP21031542 Phone Phone WP21030339 Phone WP21030486 Phone WP21031543 Phone WP21032044 911 WP21030688 Phone WP21030977 Phone WP21032213 Phone Suspicious- Circumstances WP21030120 911 Check Welfare Check Welfare Check Welfare Check Welfare Check Welfare Check Welfare Check Welfare Check Welfare Check Welfare Check Welfare Check Welfare Check Welfare Citizen Aid Check Welfare Check Welfare Death Investigation - Check Welfare Check Welfare Citizen Aid Citizen Aid Citizen Aid Citizen Aid Citizen Aid Citizen Aid Citizen Aid Citizen Aid Citizen Aid WP21029703 Phone WP21029744 Phone WP21030350 Phone WP21030473 911 WP21030819 911 WP21030956 Phone WP21031141 Phone WP21031643 Phone WP21031720 911 WP21031886 Phone WP21031892 WP21031953 911 WP21032071 Phone WP21032162 911 WP21032203 911 WP21032212 911 WP21032216 Phone WP21032245 911 WP21029623 Phone WP21029635 Phone WP21029900 Phone WP21030044 Phone WP21030281 Phone WP21030490 Phone WP21030681 Phone WP21030962 Phone WP21031009 Page 4 of 27 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 11/15/21 18:34 Citizen Aid 2021099505 Civil Complaint WP21030010 911 11/16/21 06:50 Citizen Aid 2021099690 Civil Complaint WP21030069 911 11/18/21 21:22 Citizen Aid 2021100541 Citizen Aid WP21031293 911 11/24/21 14:44 Citizen Aid 2021102205 Citizen Aid WP21031801 Phone 11/24/21 17:52 Citizen Aid 2021102255 Citizen Aid WP21031821 Phone 11/24/21 21:58 Citizen Aid 2021102364 Citizen Aid WP21031839 Phone 11/26/21 09:58 Citizen Aid 2021102672 Civil Complaint WP21031144 Phone 11/27/21 17:00 Citizen Aid 2021103098 Citizen Aid WP21032006 Phone Civil Complaint Total: 17 11/03/21 22:27 Civil Complaint 2021095816 Civil Complaint WP21029935 Phone 11/04/21 17:08 Civil Complaint 2021096030 Civil Complaint WP21030010 Phone 11/05/21 12:35 Civil Complaint 2021096284 Civil Complaint WP21030069 Phone 11/05/21 14:51 Civil Complaint 2021096320 Civil Complaint WP21030085 Phone 11/05/21 15:40 Civil Complaint 2021096348 Civil Complaint WP21030091 Phone 11/09/21 13:42 Civil Complaint 2021097581 Civil Complaint WP21030454 Phone 11/16/21 10:56 Civil Complaint 2021099749 Civil Complaint WP21031069 Phone 11/17/21 08:48 Civil Complaint 2021100043 Civil Complaint WP21031144 Phone 11/17/21 14:52 Civil Complaint 2021100128 Civil Complaint WP21031175 911 11/18/21 09:13 Civil Complaint 2021100352 Civil Complaint WP21031235 911 11/21/21 13:02 Civil Complaint 2021101312 Civil Complaint WP21031523 Phone 11/23/21 09:14 Civil Complaint 2021101805 Civil Complaint WP21031683 Phone 11/23/21 15:45 Civil Complaint 2021101929 Civil Complaint WP21031726 Phone 11/27/21 10:57 Civil Complaint 2021102991 Civil Complaint WP21031972 911 11/27/21 19:00 Civil Complaint 2021103140 Civil Complaint WP21032019 Phone 11/28/21 15:02 Civil Complaint 2021103362 Civil Complaint WP21032090 Phone 11/30/21 08:53 Civil Complaint 2021103831 Civil Complaint WP21032232 Phone Civil Process Total: 55 11/01/21 10:50 Civil Process 2021095018 Officer 11/01/21 11:23 Civil Process 2021095027 Officer 11/02/21 10:03 Civil Process 2021095294 Officer 11/02/21 13:49 Civil Process 2021095350 11/03/21 09:39 Civil Process 2021095579 Officer 11/05/21 11:21 Civil Process 2021096262 Officer 11/05/21 13:50 Civil Process 2021096301 Officer 11/09/21 09:40 Civil Process 2021097506 Officer 11/09/21 09:48 Civil Process 2021097507 Officer 11/09/21 10:02 Civil Process 2021097512 Officer 11/09/21 10:21 Civil Process 2021097520 Officer 11/09/21 18:33 Civil Process 2021097705 11/10/21 09:49 Civil Process 2021097862 Officer 11/10/21 09:57 Civil Process 2021097863 Officer 11/10/21 10:06 Civil Process 2021097867 Officer 11/10/21 12:16 Civil Process 2021097919 Officer 11/10/21 15:56 Civil Process 2021097980 Officer 11/10/21 16:06 Civil Process 2021097983 Officer Page 5 of 27 Incident Start Date/Time Initial Call CFS # 11/10/21 16:17 Civil Process 2021097987 11/12/21 10:02 Civil Process 2021098438 11/12/21 10:13 Civil Process 2021098443 11/15/21 10:15 Civil Process 2021099330 11/15/21 10:54 Civil Process 2021099340 11/15/21 16:09 Civil Process 2021099451 11/16/21 09:23 Civil Process 2021099722 11/16/21 10:13 Civil Process 2021099732 11/17/21 11:07 Civil Process 2021100073 11/17/21 11:25 Civil Process 2021100076 11/17/21 11:38 Civil Process 2021100080 11/17/21 12:00 Civil Process 2021100084 11/17/21 15:09 Civil Process 2021100134 11/18/21 08:29 Civil Process 2021100343 11/18/21 08:47 Civil Process 2021100349 11/18/21 10:42 Civil Process 2021100376 11/18/21 10:53 Civil Process 2021100380 11/18/21 11:08 Civil Process 2021100382 11/18/21 11:10 Civil Process 2021100384 11/19/21 08:53 Civil Process 2021100626 11/19/21 09:11 Civil Process 2021100631 11/19/21 09:33 Civil Process 2021100633 11/19/21 12:06 Civil Process 2021100665 11/23/21 10:47 Civil Process 2021101825 11/23/21 11:07 Civil Process 2021101831 11/23/21 13:29 Civil Process 2021101875 11/23/21 14:00 Civil Process 2021101889 11/24/21 08:28 Civil Process 2021102117 11/24/21 08:56 Civil Process 2021102124 11/24/21 09:15 Civil Process 2021102129 11/24/21 09:40 Civil Process 2021102136 11/24/21 11:33 Civil Process 2021102159 11/24/21 19:30 Civil Process 2021102295 11/30/21 09:44 Civil Process 2021103849 11/30/21 10:30 Civil Process 2021103864 11/30/21 10:45 Civil Process 2021103871 11/30/21 16:30 Civil Process 2021103963 Commercial Fire Alarm Total: 2 11/04/21 10:21 Commercial Fire Alarm 2021095931 11/20/21 06:35 Commercial Fire Alarm 2021100901 Commercial General Alarm Total: 27 Final Incident Case Number How Reported Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Civil Process WP21031829 Officer Officer Officer Officer Phone Phone 11/01/21 20:42 Commercial General 2021095178 Phone 11/03/21 00:14 Commercial General 2021095501 Phone 11/03/21 02:59 Commercial General 2021095521 Phone 11/04/21 00:37 Commercial General 2021095845 Phone Page 6 of 27 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 11/05/21 19:09 Commercial General 2021096405 Phone 11/05/21 19:44 Commercial General 2021096413 Phone 11/09/21 12:56 Commercial General 2021097569 Phone 11/10/21 00:06 Commercial General 2021097780 Phone 11/10/21 20:17 Commercial General 2021098047 Phone 11/11/21 03:52 Commercial General 2021098110 Phone 11/12/21 18:47 Commercial General 2021098580 Phone 11/12/21 18:51 Commercial General 2021098581 Phone 11/13/21 17:17 Commercial General 2021098831 Phone 11/16/21 04:48 Commercial General 2021099678 Phone 11/16/21 05:40 Commercial General 2021099682 Phone 11/17/21 02:38 Commercial General 2021099990 Phone 11/17/21 18:31 Commercial General 2021100204 Phone 11/17/21 21:35 Commercial General 2021100240 Phone 11/19/21 19:01 Commercial General 2021100790 Phone 11/21/21 09:38 Commercial General 2021101266 Commercial General Alarm WP21031509 Phone 11/22/21 19:04 Commercial General 2021101688 Phone 11/24/21 16:27 Commercial General 2021102233 Phone 11/25/21 00:41 Commercial General 2021102397 Phone 11/25/21 15:29 Commercial General 2021102503 Phone 11/26/21 06:23 Commercial General 2021102647 Phone 11/26/21 12:32 Commercial General 2021102711 Phone 11/27/21 04:10 Commercial General 2021102942 Phone Commercial Medical Alarm Total: 1 11/02/21 23:37 Commercial Medical 2021095497 Commercial Medical Alarm WP21029828 Phone Court Order Violation Total: 4 11/04/21 10:06 Court Order Violation 2021095929 Court Order Violation WP21029965 Phone 11/07/21 18:38 Court Order Violation 2021097003 Court Order Violation WP21030287 Phone 11/19/21 08:31 Court Order Violation 2021100623 Court Order Violation WP21031319 Phone 11/28/21 13:42 Court Order Violation 2021103335 Court Order Violation WP21032083 Phone Criminal Damage to Property Total: 6 11/07/21 13:46 Criminal Damage to 2021096926 11/14/21 17:57 Criminal Damage to 2021099124 11/20/21 12:57 Criminal Damage to 2021100992 11/23/21 08:57 Criminal Damage to 2021101799 11/27/21 23:04 Criminal Damage to 2021103211 11/29/21 16:04 Criminal Damage to 2021103631 CSC Sex Offense Total: 4 Criminal Damage to Property WP21030264 Phone Criminal Damage to Property WP21030935 Phone Criminal Damage to Property WP21031439 Phone Criminal Damage to Property WP21031681 911 Criminal Damage to Property WP21032043 Phone Criminal Damage to Property WP21032182 Phone 11/05/21 12:51 CSC Sex Offense 2021096288 CSC Sex Offense 11/19/21 12:40 CSC Sex Offense 2021100674 CSC Sex Offense 11/26/21 20:16 CSC Sex Offense 2021102847 CSC Sex Offense 11/27/21 14:38 CSC Sex Offense 2021103056 CSC Sex Offense Disabled Vehicle Total: 5 11/06/21 11:42 Disabled Vehicle 2021096586 WSR0210300T2hone WP21031337 Phone WP21031941 911 WP21031991 Phone Phone Page 7 of 27 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 11/09/21 14:57 Disabled Vehicle 2021097613 Disabled Vehicle BP21009918 911 11/13/21 04:16 Disabled Vehicle 2021098680 911 11/22/21 12:27 Disabled Vehicle 2021101563 Phone 11/26/21 20:02 Disabled Vehicle 2021102842 Disabled Vehicle WP21031940 Phone Disorderly Total: 6 11/01/2114:41 Disorderly 2021095074 11/03/2116:04 Disorderly 2021095699 11/18/2113:37 Disorderly 2021100418 11/20/2118:32 Disorderly 2021101098 11/22/2100:47 Disorderly 2021101457 11/27/2101:28 Disorderly 2021102923 Divert Hospital Total: 16 11/03/21 13:11 Divert Hospital 2021095633 11/06/21 21:07 Divert Hospital 2021096747 11/07/21 12:22 Divert Hospital 2021096912 11/08/21 00:34 Divert Hospital 2021097064 11/09/21 07:32 Divert Hospital 2021097485 11/12/21 16:15 Divert Hospital 2021098530 11/14/21 23:40 Divert Hospital 2021099197 11/17/21 14:10 Divert Hospital 2021100110 11/19/21 09:58 Divert Hospital 2021100637 11/19/21 17:23 Divert Hospital 2021100754 11/21/21 15:43 Divert Hospital 2021101348 11/22/21 15:31 Divert Hospital 2021101620 11/23/21 10:17 Divert Hospital 2021101818 11/27/21 12:03 Divert Hospital 2021103010 11/28/21 01:08 Divert Hospital 2021103235 11/29/21 17:59 Divert Hospital 2021103679 DNR Wildlife Violations Total: 1 11/28/21 08:02 DNR Wildlife Violations 2021103273 Domestic Disturbance Total: 13 11/08/21 11:54 Domestic Disturbance 2021097183 11/09/21 20:47 Domestic Disturbance 2021097752 11/10/21 02:49 Domestic Disturbance 2021097802 11/11/21 11:06 Domestic Disturbance 2021098171 11/12/21 02:37 Domestic Disturbance 2021098379 11/12/21 22:02 Domestic Disturbance 2021098635 11/19/21 19:35 Domestic Disturbance 2021100797 11/20/21 15:54 Domestic Disturbance 2021101043 11/23/21 19:48 Domestic Disturbance 2021101993 11/25/21 16:11 Domestic Disturbance 2021102510 11/25/21 21:05 Domestic Disturbance 2021102601 11/26/21 22:52 Domestic Disturbance 2021102898 11/28/21 16:26 Domestic Disturbance 2021103391 Medical - Psychiatric - Disorderly Disorderly Check Welfare Disorderly Disorderly DNR Wildlife Violations Domestic Disturbance Domestic Disturbance Domestic Disturbance Domestic Disturbance Domestic Disturbance Suspicious - Circumstances Domestic Disturbance Domestic Disturbance Domestic Disturbance Domestic Disturbance Domestic Disturbance Domestic Disturbance Domestic Disturbance WP21029666 Phone WP21029904 911 WP21031255 911 WP21031470 Phone WP21031573 911 WP21031955 Phone Phone Phone Phone Phone Phone Phone Phone Phone Phone Phone Phone Phone Phone Phone Phone Phone WP21032063 911 WP21030345 911 WP21030499 Phone WP21030514 Phone WP21030652 Phone WP21030719 911 WP21030789 911 WP21031372 911 WP21031456 911 WP21031744 911 WP21031861 911 WP21031876 911 WP21031950 911 WP21032101 911 Page 8 of 27 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported Drug Court Home Visit Total: 3 11/10/21 19:50 Drug Court Home Visit 2021098041 11/25/21 20:50 Drug Court Home Visit 2021102596 11/26/21 20:50 Drug Court Home Visit 2021102856 Drugs Total: 8 WP21031603 11/03/21 19:27 Drugs 2021095753 11/17/2109:47 Drugs 2021100055 11/22/21 11:55 Drugs 2021101556 11/22/21 21:35 Drugs 2021101721 11/22/21 22:23 Drugs 2021101729 11/24/21 15:18 Drugs 2021102212 11/26/21 15:33 Drugs 2021102749 11/28/2116:15 Drugs 2021103386 Extortion - Bribery Total: 1 11/17/21 03:13 Extortion - Bribery 2021099998 Extra Patrol Total: 5 11/04/21 12:48 Extra Patrol 2021095957 11/06/21 18:29 Extra Patrol 2021096695 11/24/21 14:56 Extra Patrol 2021102209 11/26/21 19:35 Extra Patrol 2021102832 11/29/21 19:10 Extra Patrol 2021103700 Fire - Gas Leak Total: 2 11/21/21 10:01 Fire - Gas Leak 2021101272 11/27/21 22:20 Fire - Gas Leak 2021103196 Fire - Other Total: 2 11/02/21 16:52 Fire - Other 2021095420 11/06/21 19:20 Fire - Other 2021096708 Fire - Smoke - Odor Total: 1 11/20/21 17:26 Fire - Smoke - Odor 2021101075 Fire - Vehicle Total: 1 11/07/21 16:12 Fire - Vehicle 2021096962 Found Person Total: 1 11/22/21 14:30 Found Person 2021101597 Fraud - Checks - Cards Total: 2 11/05/21 13:50 Fraud - Checks - Cards 2021096300 11/12/21 15:13 Fraud - Checks - Cards 2021098515 Fraud - Forgery Total: 1 11/14/21 12:38 Fraud - Forgery 2021099045 Fraud - Internet Total: 6 Drug Court Home Visit WP21031877 Drugs WP21029921 Phone Drugs WP21031150 Phone Drugs WP21031603 911 Drugs WP21031658 911 Drugs WP21031660 Phone Drugs WP21031809 911 Drugs WP21031918 Phone Drugs WP21032100 911 Extortion - Bribery WP21031128 Phone Extra Patrol WP21029977 Phone Phone Extra Patrol WP21031811 911 Extra Patrol WP21031937 911 Phone Fire - Gas Leak WP21031511 Phone Fire - Gas Leak WP21032035 911 Fire - Other WP21029797 Phone Fire - Other WP21030205 911 Fire - Smoke - Odor WP21031464 911 Fire - Vehicle WP21030274 Phone Found Person WP21031620 911 Fraud - Checks - Cards WP21030079 Phone Fraud - Checks - Cards WP21030761 Phone Counterfeit Currency WP21030908 Phone Page 9 of 27 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 11/01/21 09:14 Fraud - Internet 2021094991 Fraud - Internet WP21029626 Phone 11/03/21 18:27 Fraud - Internet 2021095729 Fraud - Internet WP21029914 Phone 11/12/21 15:14 Fraud - Internet 2021098517 Phone Call WP21030762 Phone 11/17/21 13:10 Fraud - Internet 2021100096 Fraud - Internet WP21031165 Phone 11/17/21 17:10 Fraud - Internet 2021100174 Fraud - Internet WP21031187 Phone 11/30/21 12:32 Fraud - Internet 2021103902 Fraud - Internet WP21032250 Phone Funeral Escort Total: 5 Intoxicated Person WP21030383 Phone 11/10/21 17:10 11/04/21 10:12 Funeral Escort 2021095930 WP21030586 Officer Phone 11/05/21 09:26 Funeral Escort 2021096229 WP21031028 911 Phone 11/10/21 11:22 Funeral Escort 2021097898 WP21031576 911 Phone 11/12/21 12:57 Funeral Escort 2021098476 WP21031945 911 Phone 11/19/21 11:14 Funeral Escort 2021100648 911 Phone Harassment Total: 2 11/01/21 19:05 Harassment 2021095151 Disorderly WP21029693 911 11/16/2109:40 Harassment 2021099724 Harassment WP21031061 Phone Info Total: 5 11/04/21 08:04 Info 2021095896 Juvenile - Complaint WP21030299 Phone 11/15/21 10:49 Info 2021099338 Juvenile - Complaint WP21031636 Phone 11/17/21 02:02 Info 2021099963 Juvenile - Complaint WP21031687 Phone 11/17/21 07:16 Info 2021100022 Juvenile - Complaint WCID2103168Phone Phone 11/24/21 12:48 Info 2021102178 WP21031740 911 Phone Intoxicated Person Total: 6 2021103601 Juvenile - Complaint WP21032167 Phone 11/05/21 18:21 Intoxicated Person 2021096395 Intoxicated Person WP21030105 Phone 11/08/21 18:37 Intoxicated Person 2021097287 Intoxicated Person WP21030383 Phone 11/10/21 17:10 Intoxicated Person 2021098003 Intoxicated Person WP21030586 Officer 11/15/21 19:19 Intoxicated Person 2021099526 Intoxicated Person WP21031028 911 11/22/21 01:35 Intoxicated Person 2021101459 Intoxicated Person WP21031576 911 11/26/21 21:54 Intoxicated Person 2021102877 Intoxicated Person WP21031945 911 Juvenile - Complaint Total: 6 11/07/21 22:18 Juvenile - Complaint 2021097050 Juvenile - Complaint WP21030299 Phone 11/22/21 16:46 Juvenile - Complaint 2021101653 Juvenile - Complaint WP21031636 Phone 11/23/21 10:24 Juvenile - Complaint 2021101820 Juvenile - Complaint WP21031687 911 11/23/21 11:40 Juvenile - Complaint 2021101846 Juvenile - Complaint WCID2103168Phone 11/23/21 18:51 Juvenile - Complaint 2021101983 Juvenile - Complaint WP21031740 911 11/29/21 14:40 Juvenile - Complaint 2021103601 Juvenile - Complaint WP21032167 Phone Juvenile - Runaway Total: 2 11/22/21 18:36 Juvenile - Runaway 2021101677 Juvenile - Runaway WP21031646 Phone 11/29/21 18:13 Juvenile - Runaway 2021103683 Juvenile - Runaway WP21032200 Phone Lift Assist Total: 8 11/01/21 04:37 Lift Assist 2021094954 911 11/02/2102:12 Lift Assist 2021095230 Lift Assist WP21029721 911 11/03/21 12:36 Lift Assist 2021095622 911 Page 10 of 27 Incident Start Date/Time Initial Call CFS # 11/13/21 18:04 Lift Assist 2021098844 11/15/21 17:17 Lift Assist 2021099477 11/17/2119:00 Lift Assist 2021100214 11/21/21 11:54 Lift Assist 2021101299 11/26/21 07:05 Lift Assist 2021102649 Lost - Found Property Total: 7 11/02/21 14:40 2021095629 Lost - Found Property 2021095373 11/09/21 14:14 2021097365 Lost - Found Property 2021097595 11/10/21 17:00 2021102086 Lost - Found Property 2021097999 11/13/21 08:14 2021100021 Lost - Found Property 2021098701 11/16/21 14:23 2021100482 Lost - Found Property 2021099807 11/19/21 17:01 2021101475 Lost - Found Property 2021100742 11/21/21 17:56 2021102015 Lost - Found Property 2021101384 Medical - Abdominal Pain Total: 6 11/03/2112:53 Medical - Abdominal 2021095629 11/07/2110:15 Medical - Abdominal 2021096873 11/09/2100:25 Medical - Abdominal 2021097365 11/18/2105:34 Medical - Abdominal 2021100312 11/24/2103:31 Medical - Abdominal 2021102086 11/24/2107:17 Medical - Abdominal 2021102103 Medical - Allergies - Stings Total: 1 11/27/21 11:06 Medical - Allergies - 2021102997 Medical - Back Pain Total: 1 11/06/21 11:47 Medical - Back Pain 2021096589 Medical - Bleeding - Lacerations Total: 1 11/05/21 03:09 Medical - Bleeding - 2021096183 Medical - Breathing Problems Total: 20 11/09/21 12:33 Medical - Breathing 2021097561 11/12/21 14:08 Medical - Breathing 2021098496 11/13/21 18:15 Medical - Breathing 2021098847 11/15/21 01:51 Medical - Breathing 2021099236 11/15/21 11:58 Medical - Breathing 2021099357 11/16/21 11:52 Medical - Breathing 2021099763 11/17/21 07:05 Medical - Breathing 2021100021 11/17/21 22:40 Medical - Breathing 2021100249 11/18/21 17:40 Medical - Breathing 2021100482 11/19/21 03:16 Medical - Breathing 2021100592 11/22/21 06:26 Medical - Breathing 2021101475 11/22/21 23:41 Medical - Breathing 2021101742 11/23/21 20:48 Medical - Breathing 2021102015 11/26/21 08:26 Medical - Breathing 2021102654 11/26/21 17:53 Medical - Breathing 2021102788 11/26/21 22:21 Medical - Breathing 2021102890 Final Incident Case Number How Reported 911 911 911 911 Lost - Found Property WP21029773 Lost - Found Property WP21030457 Lost - Found Property WP21030585 Lost - Found Property WP21030806 911 Lost - Found Property WP21031089 Lost - Found Property WP21031362 Lost - Found Property WP21031547 Phone 911 911 911 911 911 911 Phone 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 Page 11 of 27 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 11/29/21 14:32 Medical - Breathing 2021103597 911 11/29/21 20:48 Medical - Breathing 2021103728 911 11/30/21 09:48 Medical - Breathing 2021103850 911 11/30/21 22:08 Medical - Breathing 2021104038 911 Medical - Breathing Problems; Domestic Disturbance Total: 1 Phone 11/13/21 18:50 Medical - Breathing 2021098855 911 Medical - Carbon Monoxide Inhalation Total: 2 2021099286 11/07/21 15:07 Medical - Carbon 2021096952 911 11/10/21 19:54 Medical - Carbon 2021098042 911 Medical - Chest Pain Total: 4 11/07/21 11:30 Medical - Chest Pain 2021096899 911 11/16/21 00:47 Medical - Chest Pain 2021099604 Medical - Chest Pain WP21031046 911 11/21/21 13:15 Medical - Chest Pain 2021101317 Phone 11/22/21 06:56 Medical - Chest Pain 2021101480 Phone Medical - Diabetic Total: 2 2021097513 11/09/21 16:46 11/10/21 13:04 Medical - Diabetic 2021097932 Phone 11/22/21 06:38 Medical - Diabetic 2021101477 Phone Medical - Eye Total: 1 11/06/21 18:28 Medical - Eye 2021096694 Medical - Fall Over 6 Feet Total: 1 11/27/21 15:54 Medical - Fall Over 6 2021103074 Medical - Fall Under 6 Feet Total: 19 11/02/21 05:06 Medical - Fall Under 6 2021095243 11/02/21 17:14 Medical - Fall Under 6 2021095424 11/02/21 17:44 Medical - Fall Under 6 2021095432 11/03/21 09:08 Medical - Fall Under 6 2021095571 11/06/21 07:30 Medical - Fall Under 6 2021096534 11/09/21 10:04 Medical - Fall Under 6 2021097513 11/09/21 16:46 Medical - Fall Under 6 2021097662 11/10/21 04:33 Medical - Fall Under 6 2021097806 11/12/21 14:09 Medical - Fall Under 6 2021098497 11/15/21 07:03 Medical - Fall Under 6 2021099286 11/17/21 12:04 Medical - Fall Under 6 2021100086 11/17/21 19:00 Medical - Fall Under 6 2021100213 11/18/21 22:15 Medical - Fall Under 6 2021100554 11/21/21 10:18 Medical - Fall Under 6 2021101278 11/22/21 12:46 Medical - Fall Under 6 2021101569 11/27/21 04:19 Medical - Fall Under 6 2021102943 11/27/21 18:31 Medical - Fall Under 6 2021103125 11/28/21 07:34 Medical - Fall Under 6 2021103270 11/30/21 08:19 Medical - Fall Under 6 2021103822 Medical - Fall Under 6 Feet Medical - Fall Under 6 Feet Medical - Fall Under 6 Feet 911 911 911 911 911 WP21029853 Phone Phone 911 911 WP21030516 911 911 Phone Phone 911 WP21031301 911 Phone Phone 911 Phone 911 911 Page 12 of 27 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported Medical - Headache Total: 1 WP21030121 911 11/11/21 19:53 Medical - Headache 2021098311 Medical - Psychiatric - 911 Medical - Non Emergency Transport Total: 1 WP21030644 911 11/19/21 12:59 Medical - Non 2021100677 Medical - Psychiatric - Phone Medical - Overdose - Poisoning Total: 3 WP21030654 911 11/03/21 04:51 Medical - Overdose - 2021095529 Medical - Overdose - PoisoninyVP21029833 911 11/23/21 17:45 Medical - Overdose - 2021101962 WP21030750 911 11/25/21 23:18 Medical - Overdose - 2021102626 Medical - Seizure WP21031885 911 Medical - Psychiatric - Behavioral Total: 8 11/05/21 21:56 Medical - Psychiatric - 2021096452 Medical - Psychiatric - WP21030121 911 11/11/21 09:57 Medical - Psychiatric - 2021098152 Medical - Psychiatric - WP21030644 911 11/11/21 11:23 Medical - Psychiatric - 2021098175 Medical - Psychiatric - WP21030654 911 11/12/21 13:40 Medical - Psychiatric - 2021098485 Medical - Psychiatric - WP21030750 Phone 11/18/21 22:08 Medical - Psychiatric - 2021100551 Medical - Psychiatric - WP21031297 911 11/20/21 12:20 Medical - Psychiatric - 2021100973 Medical - Psychiatric - WP21031429 Phone 11/21/21 15:41 Medical - Psychiatric - 2021101345 Medical - Psychiatric - WP21031534 Phone 11/27/21 22:55 Medical - Psychiatric - 2021103208 Medical - Psychiatric - WP21032041 Phone Medical - Seizure Total: 3 Medical - Sick 2021100563 911 11/22/21 11:19 11/16/21 09:48 Medical - Seizure 2021099726 Medical - Seizure WSR0210310EW 1 11/20/21 19:27 Medical - Seizure 2021101112 Medical - Sick 2021103398 911 11/26/21 02:04 Medical - Seizure 2021102638 911 11/30/21 10:20 911 Medical - Sick Total: 18 11/01/21 18:58 Medical - Sick 2021095149 911 11/03/21 08:47 Medical - Sick 2021095568 911 11/03/21 15:24 Medical - Sick 2021095687 911 11/04/21 09:36 Medical - Sick 2021095919 911 11/06/21 18:24 Medical - Sick 2021096693 911 11/10/21 14:44 Medical - Sick 2021097957 911 11/13/21 10:41 Medical - Sick 2021098736 911 11/14/21 10:12 Medical - Sick 2021099006 911 11/15/21 12:36 Medical - Sick 2021099368 911 11/15/21 16:06 Medical - Sick 2021099448 911 11/16/21 03:21 Medical - Sick 2021099672 911 11/18/21 04:17 Medical - Sick 2021100303 911 11/18/21 23:06 Medical - Sick 2021100563 911 11/22/21 11:19 Medical - Sick 2021101548 911 11/28/21 16:41 Medical - Sick 2021103394 911 11/28/21 16:43 Medical - Sick 2021103398 911 11/28/21 19:36 Medical - Sick 2021103443 911 11/30/21 10:20 Medical - Sick 2021103859 911 Medical - Stroke Total: 1 11/17/21 02:51 Medical - Stroke 2021099995 911 Page 13 of 27 Incident Start Date/Time Initial Call CFS # Medical - Trauma Total: 1 11/30/21 16:05 Medical - Trauma 2021103950 Final Incident Case Number How Reported 911 Medical - Unconscious - Fainting Total: 11 11/06/21 10:48 Medical - Unconscious - 2021096574 Phone 11/06/21 11:37 Medical - Unconscious - 2021096584 Phone 11/08/21 17:12 Medical - Unconscious - 2021097263 DUI WP21030376 911 11/09/21 07:57 Medical - Unconscious - 2021097492 911 11/12/21 18:02 Medical - Unconscious - 2021098567 911 11/15/21 19:05 Medical - Unconscious - 2021099518 911 11/16/21 12:32 Medical - Unconscious - 2021099779 911 11/16/21 15:20 Medical - Unconscious - 2021099822 911 11/17/21 13:39 Medical - Unconscious - 2021100100 Phone 11/23/21 15:47 Medical - Unconscious - 2021101930 Phone 11/29/21 09:10 Medical - Unconscious - 2021103532 Phone Medical - Unconscious - Fainting; Medical - Overdose - Poisoning Total: 1 11/29/21 18:57 Medical - Unconscious - 2021103695 Medical - Unconscious - WP21032207 Phone Medical - Unknown Total: 2 MVA - Injuries 2021096642 MVA - No Injuries 11/10/21 17:12 11/03/21 12:01 Medical - Unknown 2021095612 MVA - Injuries 11/11/21 14:30 911 11/12/21 13:22 Medical - Unknown 2021098480 11/24/21 15:01 MVA - Injuries 911 Missing Person Total: 1 11/04/21 21:12 MVA - No Injuries 2021096119 MVA - No Injuries 11/22/21 19:11 Missing Person 2021101690 Missing Person WP21031651 911 Motorist Aid Total: 2 11/12/21 22:51 Motorist Aid 2021098646 11/26/2110:13 Motorist Aid 2021102676 Officer MVA - Car Deer Total: 3 11/07/21 17:48 MVA - Car Deer 2021096992 MVA - Car Deer WP21030283 Phone 11/13/21 18:37 MVA - Car Deer 2021098852 MVA - Car Deer WP21030851 911 11/21/21 19:15 MVA - Car Deer 2021101403 Phone MVA - Hit & Run Total: 1 11/03/21 21:27 MVA - Hit & Run 2021095797 MVA - Hit & Run WP21029932 911 MVA - Injuries Total: 4 11/06/21 15:43 MVA - Injuries 2021096642 MVA - No Injuries 11/10/21 17:12 MVA - Injuries 2021098004 MVA - Injuries 11/11/21 14:30 MVA - Injuries 2021098211 MVA - No Injuries 11/24/21 15:01 MVA - Injuries 2021102210 MVA - Injuries MVA - No Injuries Total: 19 11/01/21 10:19 MVA - No Injuries 2021095010 MVA - No Injuries 11/03/21 08:36 MVA - No Injuries 2021095566 MVA - No Injuries 11/04/21 16:25 MVA - No Injuries 2021096018 Agency Assist 11/04/21 18:17 MVA - No Injuries 2021096051 MVA - No Injuries 11/04/21 21:12 MVA - No Injuries 2021096119 MVA - No Injuries WP21030181 911 WP21030591 911 WP21030677 911 WP21031804 911 WP21029631 911 WP21029846 WP21030007 911 WP21030019 911 WP21030036 Page 14 of 27 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 11/05/21 15:55 MVA - No Injuries 2021096351 MVA - No Injuries WP21030094 911 11/10/21 15:45 MVA - No Injuries 2021097976 MVA - No Injuries WP21030572 911 11/11/21 18:38 MVA - No Injuries 2021098284 MVA - No Injuries WP21030698 911 11/12/21 16:42 MVA - No Injuries 2021098539 DUI - MVA WP21030769 WP21032291 11/16/21 08:30 MVA - No Injuries 2021099712 Parking WP21031798 11/11/21 21:06 11/17/21 18:15 MVA - No Injuries 2021100196 Agency Assist WP21031194 - Window Total: 1 11/18/21 17:07 MVA - No Injuries 2021100473 MVA - No Injuries WP21031273 911 11/19/21 13:55 MVA - No Injuries 2021100689 Agency Assist WP21031341 911 11/20/21 03:14 MVA - No Injuries 2021100891 DUI - MVA WP21031398 11/07/21 10:47 11/20/21 17:56 MVA - No Injuries 2021101082 WPRK21030253 11/07/21 17:09 Ordinance Violation 11/22/21 06:48 MVA - No Injuries 2021101479 11/27/21 22:55 Ordinance Violation 2021103207 11/23/21 10:08 MVA - No Injuries 2021101815 MVA - No Injuries WP21031686 Ordinance Violation 11/23/21 15:05 MVA - No Injuries 2021101912 MVA - No Injuries WP21031712 911 11/27/21 14:51 MVA - No Injuries 2021103058 MVA - No Injuries WP21031992 11/27/21 22:07 Noise Total: 6 11/06/2102:37 Noise 2021096511 Noise WP21030136 11/10/2116:26 Noise 2021097990 Noise WP21030582 11/12/2119:20 Noise 2021098591 Noise WP21030779 11/24/2110:28 Noise 2021102148 Noise WP21031785 11/27/21 21:24 Noise 2021103178 Noise WP21032029 911 11/30/2120:16 Noise 2021104013 Noise WP21032291 Noise; Check Welfare Total: 1 2021102188 Parking WP21031798 11/11/21 21:06 Noise; Check Welfare 2021098327 Noise WP21030706 Open Door - Window Total: 1 11/21/21 22:16 Open Door- Window 2021101441 Open Door- Window WP21031566 Ordinance Violation Total: 5 11/02/21 08:49 Ordinance Violation 2021095277 Ordinance Violation WP21029735 11/07/21 10:47 Ordinance Violation 2021096881 Ordinance Violation WPRK21030253 11/07/21 17:09 Ordinance Violation 2021096979 Ordinance Violation WP21030278 11/27/21 22:55 Ordinance Violation 2021103207 Ordinance Violation WPRK21032040 11/27/21 23:51 Ordinance Violation 2021103221 Ordinance Violation WPRK21032046 Park Incident Total: 2 11/12/21 22:32 Park Incident 2021098642 Park Incident WPRK21030790 11/27/21 22:07 Park Incident 2021103193 Park Incident WPRK21032033 Parking Total: 8 11/09/2111:14 Parking 2021097536 Parking WP21030438 11/14/2117:21 Parking 2021099111 Parking WP21030931 11/17/2111:23 Parking 2021100075 Parking WP21031159 11/19/2115:47 Parking 2021100725 Parking WP21031351 11/20/2111:47 Parking 2021100967 Parking WP21031428 11/22/2116:49 Parking 2021101655 Parking WP21031641 11/24/21 13:24 Parking 2021102188 Parking WP21031798 11/27/2118:15 Parking 2021103119 Parking WP21032010 Page 15 of 27 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported Probation Check Total: 7 11/02/21 10:32 Probation Check 2021095304 Officer 11/02/21 10:51 Probation Check 2021095310 Officer 11/15/21 17:43 Probation Check 2021099489 Officer 11/17/21 18:36 Probation Check 2021100209 Officer 11/21/21 17:24 Probation Check 2021101378 Officer 11/21/21 20:08 Probation Check 2021101415 Officer 11/28/21 17:09 Probation Check 2021103409 Officer Prowler Total: 1 Area Watch 2021098063 11/07/2105:46 Prowler 2021096830 Prowler WP21030241 911 Public Disturbance Total: 1 11/15/21 06:33 SIA 11/04/21 23:44 Public Disturbance 2021096157 Public Disturbance WP21030043 911 Repossession Total: 2 Area Watch 2021101243 11/01/2101:43 Repossession 2021094946 Area Watch 11/01/21 19:30 Repossession 2021095158 SIA Residential Fire Alarm Total: 1 2021103503 11/30/21 06:58 11/21/21 17:11 Residential Fire Alarm 2021101373 Phone Residential General Alarm Total: 3 Walk 11/06/21 22:12 Residential General 2021096769 Phone 11/06/21 22:57 Residential General 2021096781 Phone 11/29/21 10:23 Residential General 2021103547 Phone Residential Medical Alarm Total: 3 11/04/21 10:49 Residential Medical 2021095937 Phone 11/27/21 14:31 Residential Medical 2021103052 Phone 11/27/21 17:17 Residential Medical 2021103103 Phone SIA Area Watch Total: 12 11/03/21 06:38 SIA Area Watch 2021095538 11/03/21 22:53 SIA Area Watch 2021095822 11/04/21 11:22 SIA Area Watch 2021095945 11/05/21 02:05 SIA Area Watch 2021096178 11/06/21 23:54 SIA Area Watch 2021096794 11/10/21 21:07 SIA Area Watch 2021098063 11/12/21 15:14 SIA Area Watch 2021098518 11/15/21 06:33 SIA Area Watch 2021099283 11/21/21 06:32 SIA Area Watch 2021101243 11/21/21 06:39 SIA Area Watch 2021101245 11/29/21 06:28 SIA Area Watch 2021103503 11/30/21 06:58 SIA Area Watch 2021103811 SIA Business Walk Through Total: 22 11/02/21 13:41 SIA Business Walk 2021095349 11/03/21 12:27 SIA Business Walk 2021095618 Page 16 of 27 Incident Start Date/Time Initial Call CFS # 11/03/21 14:52 SIA Business Walk 2021095669 11/04/21 21:04 SIA Business Walk 2021096113 11/05/21 11:06 SIA Business Walk 2021096258 11/07/21 13:50 SIA Business Walk 2021096928 11/11/21 12:09 SIA Business Walk 2021098187 11/12/21 11:12 SIA Business Walk 2021098456 11/13/21 06:39 SIA Business Walk 2021098687 11/14/21 09:27 SIA Business Walk 2021098998 11/14/21 11:39 SIA Business Walk 2021099030 11/14/21 14:32 SIA Business Walk 2021099071 11/15/21 08:01 SIA Business Walk 2021099300 11/20/21 06:34 SIA Business Walk 2021100900 11/21/21 07:58 SIA Business Walk 2021101250 11/21/21 11:43 SIA Business Walk 2021101294 11/21/21 13:43 SIA Business Walk 2021101320 11/24/21 11:58 SIA Business Walk 2021102165 11/28/21 01:39 SIA Business Walk 2021103244 11/29/21 08:27 SIA Business Walk 2021103523 11/30/21 08:13 SIA Business Walk 2021103818 11/30/21 11:08 SIA Business Walk 2021103879 SIA City Council - City Hall Total: 2 11/08/21 17:29 SIA City Council - City 2021097267 11/22/21 17:30 SIA City Council - City 2021101660 SIA Door Check Total: 6 11/13/21 01:23 SIA Door Check 2021098662 11/26/21 22:37 SIA Door Check 2021102895 11/27/21 05:48 SIA Door Check 2021102948 11/29/21 06:24 SIA Door Check 2021103501 11/30/21 01:07 SIA Door Check 2021103777 11/30/21 06:46 SIA Door Check 2021103809 SIA Foot Patrol Total: 1 SIA Parks 11/06/21 09:54 SIA Foot Patrol 2021096556 SIA Other Total: 1 11/09/21 01:41 11/30/21 05:34 SIA Other 2021103802 SIA Parks Total: 33 11/03/21 06:49 SIA Parks 2021095541 11/03/21 08:06 SIA Parks 2021095555 11/03/21 23:42 SIA Parks 2021095832 11/05/21 11:46 SIA Parks 2021096273 11/05/21 22:32 SIA Parks 2021096460 11/06/21 10:12 SIA Parks 2021096561 11/06/21 18:09 SIA Parks 2021096685 11/07/21 10:36 SIA Parks 2021096880 11/09/21 01:41 SIA Parks 2021097370 Final Incident Case Number How Reported Officer Officer Page 17 of 27 Incident Start Date/Time SIA Winter Parking Initial Call CFS # 11/09/21 10:00 SIA Parks 2021097510 11/10/21 08:36 SIA Parks 2021097843 11/11/21 22:48 SIA Parks 2021098350 11/12/21 21:56 SIA Parks 2021098634 11/12/21 22:26 SIA Parks 2021098639 11/13/21 07:13 SIA Parks 2021098692 11/13/21 11:35 SIA Parks 2021098751 11/13/21 16:23 SIA Parks 2021098818 11/14/21 13:00 SIA Parks 2021099051 11/16/21 08:52 SIA Parks 2021099717 11/17/21 13:53 SIA Parks 2021100104 11/20/21 19:18 SIA Parks 2021101109 11/21/21 08:50 SIA Parks 2021101256 11/21/21 10:06 SIA Parks 2021101274 11/24/21 01:30 SIA Parks 2021102077 11/24/21 16:51 SIA Parks 2021102238 11/24/21 22:33 SIA Parks 2021102370 11/25/21 16:01 SIA Parks 2021102508 11/26/21 18:02 SIA Parks 2021102792 11/26/21 21:58 SIA Parks 2021102878 11/27/21 21:25 SIA Parks 2021103179 11/28/21 23:11 SIA Parks 2021103481 11/29/21 00:18 SIA Parks 2021103491 11/29/21 12:33 SIA Parks 2021103570 SIA Winter Parking Warning Total: 70 11/13/21 01:59 SIA Winter Parking 2021098665 11/13/21 02:03 SIA Winter Parking 2021098668 11/13/21 02:06 SIA Winter Parking 2021098669 11/13/21 02:11 SIA Winter Parking 2021098671 11/13/21 02:13 SIA Winter Parking 2021098672 11/13/21 02:18 SIA Winter Parking 2021098673 11/15/21 02:32 SIA Winter Parking 2021099257 11/15/21 02:36 SIA Winter Parking 2021099258 11/15/21 02:38 SIA Winter Parking 2021099259 11/15/21 02:41 SIA Winter Parking 2021099260 11/16/21 02:35 SIA Winter Parking 2021099642 11/16/21 02:36 SIA Winter Parking 2021099643 11/16/21 02:38 SIA Winter Parking 2021099645 11/16/21 02:39 SIA Winter Parking 2021099647 11/16/21 02:39 SIA Winter Parking 2021099648 11/16/21 02:41 SIA Winter Parking 2021099650 11/16/21 02:42 SIA Winter Parking 2021099651 11/16/21 02:43 SIA Winter Parking 2021099654 11/16/21 02:45 SIA Winter Parking 2021099655 11/16/21 02:46 SIA Winter Parking 2021099656 11/16/21 02:47 SIA Winter Parking 2021099658 Final Incident Case Number How Reported Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Page 18 of 27 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 11/16/21 02:48 SIA Winter Parking 2021099660 Officer 11/16/21 02:49 SIA Winter Parking 2021099661 Officer 11/16/21 02:50 SIA Winter Parking 2021099662 Officer 11/16/21 02:50 SIA Winter Parking 2021099663 Officer 11/16/21 02:51 SIA Winter Parking 2021099664 Officer 11/16/21 02:52 SIA Winter Parking 2021099665 Officer 11/16/21 02:53 SIA Winter Parking 2021099666 Officer 11/16/21 02:54 SIA Winter Parking 2021099667 Officer 11/16/21 02:56 SIA Winter Parking 2021099669 Officer 11/16/21 02:56 SIA Winter Parking 2021099670 Officer 11/17/21 02:01 SIA Winter Parking 2021099961 Officer 11/17/21 02:10 SIA Winter Parking 2021099971 Officer 11/17/21 02:18 SIA Winter Parking 2021099975 Officer 11/17/21 02:18 SIA Winter Parking 2021099976 Officer 11/17/21 02:20 SIA Winter Parking 2021099978 Officer 11/17/21 02:21 SIA Winter Parking 2021099979 Officer 11/17/21 02:23 SIA Winter Parking 2021099981 11/17/21 02:23 SIA Winter Parking 2021099982 Officer 11/17/21 02:26 SIA Winter Parking 2021099984 Officer 11/17/21 02:28 SIA Winter Parking 2021099985 Officer 11/17/21 02:31 SIA Winter Parking 2021099987 Officer 11/17/21 02:40 SIA Winter Parking 2021099992 Officer 11/17/21 02:47 SIA Winter Parking 2021099993 Officer 11/17/21 02:49 SIA Winter Parking 2021099994 Officer 11/17/21 02:51 SIA Winter Parking 2021099996 Officer 11/17/21 02:53 SIA Winter Parking 2021099997 Officer 11/18/21 02:07 SIA Winter Parking 2021100276 Officer 11/18/21 02:12 SIA Winter Parking 2021100278 Officer 11/18/21 02:15 SIA Winter Parking 2021100280 Officer 11/18/21 02:17 SIA Winter Parking 2021100281 11/18/21 02:18 SIA Winter Parking 2021100282 Officer 11/18/21 02:22 SIA Winter Parking 2021100285 11/18/21 02:25 SIA Winter Parking 2021100286 Officer 11/18/21 02:27 SIA Winter Parking 2021100287 Officer 11/18/21 02:29 SIA Winter Parking 2021100289 Officer 11/18/21 02:31 SIA Winter Parking 2021100291 Officer 11/18/21 02:32 SIA Winter Parking 2021100292 11/18/21 02:36 SIA Winter Parking 2021100294 Officer 11/18/21 02:37 SIA Winter Parking 2021100296 11/18/21 02:38 SIA Winter Parking 2021100297 Officer 11/18/21 02:40 SIA Winter Parking 2021100298 Officer 11/18/21 02:41 SIA Winter Parking 2021100299 11/26/21 05:26 SIA Winter Parking 2021102642 11/26/21 05:33 SIA Winter Parking 2021102643 11/28/21 02:19 SIA Winter Parking 2021103250 11/28/21 02:25 SIA Winter Parking 2021103251 11/28/21 05:34 SIA Winter Parking 2021103263 Page 19 of 27 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 11/29/21 05:19 SIA Winter Parking 2021103498 11/29/21 05:24 SIA Winter Parking 2021103500 Stolen - Property Total: 1 11/04/21 08:29 Stolen - Property 2021095907 Stolen - Vehicle Total: 2 11/02/21 15:56 Stolen - Vehicle 2021095404 11/05/21 13:03 Stolen - Vehicle 2021096290 Stoparm Violation Total: 5 11/01/21 16:49 Stoparm Violation 2021095112 11/02/21 09:40 Stoparm Violation 2021095291 11/19/21 17:02 Stoparm Violation 2021100744 11/23/21 12:11 Stoparm Violation 2021101855 11/30/21 17:19 Stoparm Violation 2021103975 Surveillance Total: 3 11/10/21 11/05/2108:00 Surveillance 2021096209 11/23/2119:02 Surveillance 2021101988 11/30/2113:26 Surveillance 2021103917 Suspicious - Circumstances Total: 17 11/01/21 11:39 Suspicious - 2021095030 11/02/21 00:42 Suspicious - 2021095221 11/03/21 17:27 Suspicious - 2021095717 11/06/21 16:50 Suspicious - 2021096657 11/10/21 09:08 Suspicious - 2021097853 11/14/21 13:47 Suspicious - 2021099063 11/19/21 20:22 Suspicious - 2021100809 11/20/21 10:07 Suspicious - 2021100948 11/20/21 10:34 Suspicious - 2021100952 11/21/21 20:43 Suspicious - 2021101422 11/21/21 23:06 Suspicious - 2021101444 11/22/21 08:32 Suspicious - 2021101508 11/22/21 19:01 Suspicious - 2021101686 11/23/21 21:18 Suspicious - 2021102026 11/23/21 23:31 Suspicious - 2021102053 11/25/21 04:16 Suspicious - 2021102420 11/30/21 23:48 Suspicious - 2021104054 Suspicious - Person - Vehicle Total: 10 11/04/21 21:41 Suspicious - Person - 2021096129 11/07/21 08:55 Suspicious - Person - 2021096853 11/09/21 15:26 Suspicious - Person - 2021097626 11/10/21 17:39 Suspicious - Person - 2021098015 11/11/21 06:19 Suspicious - Person - 2021098125 11/12/21 23:16 Suspicious - Person - 2021098656 11/15/21 17:12 Suspicious - Person - 2021099474 Stolen - Property Civil Complaint Stolen - Vehicle Stoparm Violation Stoparm Violation Stoparm Violation Stoparm Violation Stoparm Violation Stolen - Property Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Medical - Psychiatric - Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances PAyADY.�: Incident Start Date/Time Initial Call CFS # 11/17/21 15:46 11/20/21 19:21 11/25/21 14:35 Theft Total: 8 11/05/21 08:40 11/07/21 12:30 11/10/21 14:54 11/11/21 17:00 11/19/21 16:49 11/23/21 11:46 11/23/21 15:05 11/24/21 16:17 Suspicious - Person - Suspicious - Person - Suspicious - Person - Theft Theft Theft Theft Theft Theft Theft Theft Theft - From Vehicle Total: 10 11/01/21 13:52 Theft - From Vehicle 11/03/21 14:56 Theft - From Vehicle 11/05/21 09:43 Theft - From Vehicle 11/08/21 15:15 Theft - From Vehicle 11/09/21 08:42 Theft - From Vehicle 11/14/21 09:30 Theft - From Vehicle 11/20/21 13:01 Theft - From Vehicle 11/20/21 21:19 Theft - From Vehicle 11/23/21 15:57 Theft - From Vehicle 11/26/21 10:17 Theft - From Vehicle 2021100148 2021101110 2021102497 2021096218 2021096915 2021097964 2021098248 2021100740 2021101849 2021101910 2021102228 2021095060 2021095670 2021096235 2021097243 2021097499 2021098999 2021100994 2021101149 2021101937 2021102678 Theft - Gas Drive Off Total: 2 11/04/21 01:53 Theft - Gas Drive Off 2021095856 11/28/21 03:53 Theft - Gas Drive Off 2021103259 Theft - Identity Theft Total: 1 11/29/21 09:02 Theft - Identity Theft 2021103530 Theft - Shoplifting Total: 15 11/02/21 09:20 Theft - Shoplifting 2021095285 11/02/21 17:57 Theft - Shoplifting 2021095436 11/05/21 13:26 Theft - Shoplifting 2021096294 11/06/21 15:04 Theft - Shoplifting 2021096631 11/13/21 10:14 Theft - Shoplifting 2021098727 11/16/21 14:22 Theft - Shoplifting 2021099805 11/23/21 15:40 Theft - Shoplifting 2021101928 11/24/21 14:53 Theft - Shoplifting 2021102208 11/24/21 20:21 Theft - Shoplifting 2021102320 11/26/21 13:09 Theft - Shoplifting 2021102719 11/27/21 12:40 Theft - Shoplifting 2021103024 11/27/21 16:27 Theft - Shoplifting 2021103087 11/27/21 20:39 Theft - Shoplifting 2021103166 11/30/21 11:27 Theft - Shoplifting 2021103886 11/30/21 20:15 Theft - Shoplifting 2021104012 Final Incident Case Number How Reported Suspicious - Person - Vehicle WP21031178 Phone Suspicious - Person - Vehicle WP21031473 Phone Suspicious - Person - Vehicle WP21031860 911 Theft Theft - From Vehicle Lost - Found Property Citizen Aid Theft Theft Theft Theft Theft - From Vehicle Theft - From Vehicle Theft - From Vehicle Theft - From Vehicle Theft - From Vehicle Theft - From Vehicle Theft - From Vehicle Theft - From Vehicle Theft - From Vehicle Theft - From Vehicle Theft - Gas Drive Off Theft - Gas Drive Off Theft - Identity Theft Theft - Shoplifting Theft - Shoplifting Theft - Shoplifting Theft - Shoplifting Theft - Shoplifting Theft - Shoplifting Theft - Shoplifting Theft - Shoplifting Theft - Shoplifting Theft - Shoplifting Theft - Shoplifting Theft - Shoplifting Theft - Shoplifting Theft - Shoplifting Theft - Shoplifting WP21030054 Phone WP21030261 Phone WP21030567 Phone WP21030693 Phone WP21031358 911 WP21031691 Phone WP21031713 Phone WP21031814 Phone WP21029659 Phone WP21029894 Phone WP21030058 Phone WP21030367 Phone WP21030426 Phone WP21030899 911 WP21031438 Phone WP21031483 911 WP21031723 Phone WP21031893 Phone WP21029946 Phone WP21032057 WP21032139 Phone WP21029737 911 WP21029804 Phone WP21030075 Phone WP21030178 911 WP21030811 Phone WP21031087 911 WP21031718 Phone WP21031803 Phone WP21031832 Phone WP21031902 Phone WP21031984 Phone WP21032000 Phone WP21032026 Phone WP21032246 Phone WP21032293 911 Page 21 of 27 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported Threats Total: 2 11/04/21 15:01 Threats 2021095996 Threats WP21030000 Phone 11/28/21 15:25 Threats 2021103370 Threats WP21032094 911 Tow Total: 1 11/10/2107:45 Tow 2021097832 Phone Traffic - Complaint Total: 11 11/04/21 18:56 Traffic - Complaint 2021096067 Traffic - Complaint WP21030023 911 11/06/21 14:26 Traffic - Complaint 2021096622 Traffic - Complaint WP21030176 Phone 11/06/21 19:30 Traffic - Complaint 2021096711 Traffic - Complaint WP21030206 911 11/09/21 12:41 Traffic - Complaint 2021097564 Traffic - Complaint WP21030448 911 11/11/2110:01 Traffic -Complaint 2021098155 Traffic Stop WP21029688 911 11/13/21 14:18 Traffic - Complaint 2021098790 Traffic - Complaint WP21030828 911 11/19/21 15:24 Traffic - Complaint 2021100715 Traffic - Complaint WP21031349 Phone 11/22/21 12:00 Traffic - Complaint 2021101558 Traffic - Complaint WP21031605 Phone 11/27/21 16:23 Traffic - Complaint 2021103086 911 11/28/21 10:19 Traffic - Complaint 2021103288 Traffic - Complaint WP21032070 Phone 11/28/21 16:45 Traffic - Complaint 2021103400 Traffic - Complaint WP21032104 Phone Traffic - Hazard Total: 3 2021095258 Officer 11/09/21 12:48 Traffic - Hazard 2021097566 Traffic - Hazard WP21030449 Phone 11/16/21 23:18 Traffic - Hazard 2021099945 Lost - Found Property WP21031122 911 11/24/21 03:51 Traffic - Hazard 2021102088 Traffic - Hazard WP21031771 Phone Traffic Stop Total: 223 11/01/21 06:45 Traffic Stop 2021094966 Officer 11/01/21 06:59 Traffic Stop 2021094969 Traffic Stop WP21029620 Officer 11/01/21 11:03 Traffic Stop 2021095021 Traffic Stop WP21029636 Officer 11/01/21 11:58 Traffic Stop 2021095033 Traffic Stop WP21029645 Officer 11/01/21 18:01 Traffic Stop 2021095129 Traffic Stop WP21029688 Officer 11/01/21 19:59 Traffic Stop 2021095165 Traffic Stop WP21029699 Officer 11/01/21 20:38 Traffic Stop 2021095177 Officer 11/01/21 20:43 Traffic Stop 2021095179 Officer 11/01/21 22:05 Traffic Stop 2021095196 Officer 11/01/21 23:01 Traffic Stop 2021095206 Officer 11/02/21 01:06 Traffic Stop 2021095224 Traffic Stop WP21029718 Officer 11/02/21 07:23 Traffic Stop 2021095258 Officer 11/02/21 07:33 Traffic Stop 2021095259 Traffic Stop WP21029728 Officer 11/02/21 07:35 Traffic Stop 2021095260 Traffic Stop WP21029730 Officer 11/02/21 08:25 Traffic Stop 2021095271 Traffic Stop WP21029734 Officer 11/02/21 19:39 Traffic Stop 2021095465 Officer 11/03/21 07:16 Traffic Stop 2021095545 Officer 11/03/21 08:08 Traffic Stop 2021095556 Traffic Stop WP21029841 Officer 11/03/21 17:36 Traffic Stop 2021095720 Officer 11/03/21 19:37 Traffic Stop 2021095759 Officer 11/03/21 19:52 Traffic Stop 2021095763 Officer 11/03/21 20:18 Traffic Stop 2021095769 Officer Page 22 of 27 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 11/03/21 20:21 Traffic Stop 2021095771 Officer 11/03/21 20:22 Traffic Stop 2021095772 Officer 11/03/21 20:27 Traffic Stop 2021095775 Officer 11/03/21 20:32 Traffic Stop 2021095776 Officer 11/03/21 20:35 Traffic Stop 2021095777 Officer 11/03/21 20:40 Traffic Stop 2021095782 Officer 11/03/21 20:49 Traffic Stop 2021095783 Officer 11/04/21 05:24 Traffic Stop 2021095866 Officer 11/04/21 05:32 Traffic Stop 2021095867 Officer 11/04/21 08:00 Traffic Stop 2021095892 Officer 11/04/21 11:03 Traffic Stop 2021095939 Traffic Stop WP21029968 Officer 11/04/21 14:38 Traffic Stop 2021095991 Traffic Stop WP21029997 Officer 11/04/21 17:09 Traffic Stop 2021096031 Officer 11/04/21 18:33 Traffic Stop 2021096056 Officer 11/04/21 19:40 Traffic Stop 2021096090 Officer 11/04/21 19:46 Traffic Stop 2021096094 Officer 11/04/21 19:51 Traffic Stop 2021096096 Officer 11/04/21 20:01 Traffic Stop 2021096098 Officer 11/04/21 20:03 Traffic Stop 2021096101 Officer 11/04/21 20:08 Traffic Stop 2021096104 Officer 11/04/21 21:12 Traffic Stop 2021096120 Officer 11/04/21 21:30 Traffic Stop 2021096125 Traffic Stop WP21030037 Officer 11/04/21 23:26 Traffic Stop 2021096153 Officer 11/05/21 01:11 Traffic Stop 2021096168 Officer 11/05/21 09:27 Traffic Stop 2021096234 Officer 11/05/21 20:45 Traffic Stop 2021096433 Officer 11/05/21 21:04 Traffic Stop 2021096437 Officer 11/05/21 21:11 Traffic Stop 2021096439 Traffic Stop WP21030116 Officer 11/05/21 23:02 Traffic Stop 2021096467 Officer 11/05/21 23:13 Traffic Stop 2021096471 Officer 11/06/21 01:12 Traffic Stop 2021096493 Officer 11/06/21 02:30 Traffic Stop 2021096510 Officer 11/06/21 08:02 Traffic Stop 2021096537 Officer 11/06/21 10:36 Traffic Stop 2021096565 Officer 11/06/21 14:26 Traffic Stop 2021096623 Officer 11/06/21 19:55 Traffic Stop 2021096721 Officer 11/06/21 21:05 Traffic Stop 2021096745 Traffic Stop WP21030214 Officer 11/07/21 00:36 Traffic Stop 2021096800 Officer 11/07/21 02:45 Traffic Stop 2021096823 Officer 11/07/21 14:14 Traffic Stop 2021096934 Officer 11/07/21 14:22 Traffic Stop 2021096936 Officer 11/07/21 15:49 Traffic Stop 2021096957 Traffic Stop WP21030272 Officer 11/07/21 22:16 Traffic Stop 2021097048 Traffic Stop WP21030298 Officer 11/07/21 22:52 Traffic Stop 2021097053 Traffic Stop WP21030301 Officer 11/08/21 00:56 Traffic Stop 2021097069 Officer 11/08/21 07:16 Traffic Stop 2021097105 Officer 11/08/21 10:13 Traffic Stop 2021097145 Traffic Stop WP21030331 Officer Page 23 of 27 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 11/08/21 11:21 Traffic Stop 2021097172 Officer 11/08/21 11:35 Traffic Stop 2021097177 Traffic Stop WP21030342 Officer 11/08/21 12:04 Traffic Stop 2021097186 Warrant - Arrest WSIU2103034®fficer 11/08/21 18:05 Traffic Stop 2021097279 Traffic Stop WP21030379 Officer 11/08/21 19:29 Traffic Stop 2021097300 Officer 11/08/21 21:27 Traffic Stop 2021097332 Officer 11/08/21 21:34 Traffic Stop 2021097334 Officer 11/09/21 15:10 Traffic Stop 2021097618 Officer 11/09/21 18:19 Traffic Stop 2021097697 Officer 11/09/21 18:42 Traffic Stop 2021097710 Officer 11/09/21 18:51 Traffic Stop 2021097712 Officer 11/09/21 19:43 Traffic Stop 2021097727 Officer 11/09/21 19:49 Traffic Stop 2021097729 Officer 11/09/21 19:52 Traffic Stop 2021097731 Officer 11/09/21 19:55 Traffic Stop 2021097732 Officer 11/09/21 20:15 Traffic Stop 2021097735 Officer 11/09/21 20:18 Traffic Stop 2021097736 Officer 11/09/21 20:31 Traffic Stop 2021097743 Officer 11/09/21 20:37 Traffic Stop 2021097747 Officer 11/10/21 10:26 Traffic Stop 2021097875 Officer 11/10/21 10:30 Traffic Stop 2021097879 Traffic Stop WP21030536 Officer 11/10/21 10:55 Traffic Stop 2021097887 Traffic Stop WP21030541 Officer 11/10/21 16:38 Traffic Stop 2021097992 Traffic Stop WP21030583 Officer 11/10/21 20:51 Traffic Stop 2021098055 Officer 11/11/21 00:51 Traffic Stop 2021098090 Drugs WP21030619 Officer 11/11/21 01:42 Traffic Stop 2021098099 Officer 11/11/21 02:04 Traffic Stop 2021098102 Traffic Stop WP21030624 Officer 11/11/21 06:06 Traffic Stop 2021098122 Officer 11/11/21 16:43 Traffic Stop 2021098240 Traffic Stop WP21030692 Officer 11/11/21 16:54 Traffic Stop 2021098244 Officer 11/11/21 23:35 Traffic Stop 2021098355 Traffic Stop WP21030717 Officer 11/12/21 07:33 Traffic Stop 2021098405 Officer 11/12/21 10:40 Traffic Stop 2021098449 Officer 11/12/21 16:46 Traffic Stop 2021098542 Officer 11/12/21 18:01 Traffic Stop 2021098566 Officer 11/12/21 20:05 Traffic Stop 2021098601 Officer 11/12/21 20:07 Traffic Stop 2021098602 Officer 11/12/21 20:34 Traffic Stop 2021098610 Officer 11/12/21 20:57 Traffic Stop 2021098619 Officer 11/12/21 21:17 Traffic Stop 2021098625 Traffic Stop WP21030785 Officer 11/13/21 19:21 Traffic Stop 2021098862 Officer 11/13/21 19:36 Traffic Stop 2021098864 Officer 11/13/21 20:04 Traffic Stop 2021098873 Officer 11/13/21 21:06 Traffic Stop 2021098896 Traffic Stop WP21030858 Officer 11/13/21 21:16 Traffic Stop 2021098898 Officer 11/13/21 22:54 Traffic Stop 2021098921 Officer 11/13/21 23:12 Traffic Stop 2021098925 Officer Page 24 of 27 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 11/14/21 00:06 Traffic Stop 2021098937 Traffic Stop WP21030874 Officer 11/14/21 00:24 Traffic Stop 2021098941 Traffic Stop WP21030876 Officer 11/14/21 01:11 Traffic Stop 2021098947 Officer 11/14/21 17:40 Traffic Stop 2021099118 Officer 11/14/21 21:18 Traffic Stop 2021099166 Officer 11/14/21 21:56 Traffic Stop 2021099172 Officer 11/15/21 13:44 Traffic Stop 2021099397 11/15/21 15:09 Traffic Stop 2021099421 Officer 11/15/21 15:51 Traffic Stop 2021099440 Officer 11/15/21 18:40 Traffic Stop 2021099507 Officer 11/15/21 22:03 Traffic Stop 2021099567 Officer 11/15/21 22:38 Traffic Stop 2021099574 Officer 11/16/21 08:23 Traffic Stop 2021099709 Traffic Stop WP21031057 Officer 11/16/21 11:58 Traffic Stop 2021099766 Officer 11/16/21 14:19 Traffic Stop 2021099804 Officer 11/16/21 17:09 Traffic Stop 2021099850 Officer 11/16/21 21:14 Traffic Stop 2021099919 Officer 11/16/21 21:51 Traffic Stop 2021099926 Traffic Stop WP21031119 Officer 11/16/21 22:22 Traffic Stop 2021099936 Officer 11/16/21 23:10 Traffic Stop 2021099942 Officer 11/16/21 23:37 Traffic Stop 2021099947 Officer 11/17/21 07:34 Traffic Stop 2021100028 Traffic Stop WP21031140 Officer 11/17/21 13:49 Traffic Stop 2021100102 Traffic Stop WP21031167 Officer 11/17/21 21:00 Traffic Stop 2021100236 Traffic Stop WP21031203 Officer 11/18/21 05:07 Traffic Stop 2021100309 Officer 11/18/21 14:46 Traffic Stop 2021100434 Traffic Stop WP21031261 Officer 11/18/21 16:28 Traffic Stop 2021100464 Officer 11/18/21 17:52 Traffic Stop 2021100485 Officer 11/18/21 18:46 Traffic Stop 2021100504 Traffic Stop WP21031283 Officer 11/18/21 18:55 Traffic Stop 2021100507 Officer 11/18/21 19:22 Traffic Stop 2021100512 Traffic Stop WP21031287 Officer 11/18/21 20:10 Traffic Stop 2021100527 Officer 11/18/21 20:11 Traffic Stop 2021100528 Officer 11/18/21 20:22 Traffic Stop 2021100532 Officer 11/18/21 21:07 Traffic Stop 2021100535 Traffic Stop WP21031291 Officer 11/18/21 21:49 Traffic Stop 2021100545 Officer 11/19/21 01:20 Traffic Stop 2021100578 Officer 11/20/21 07:23 Traffic Stop 2021100909 Traffic Stop WP21031403 Officer 11/20/21 07:43 Traffic Stop 2021100913 Officer 11/20/21 07:52 Traffic Stop 2021100917 Officer 11/20/21 08:01 Traffic Stop 2021100919 Traffic Stop WP21031408 Officer 11/20/21 08:33 Traffic Stop 2021100923 Officer 11/20/21 08:48 Traffic Stop 2021100930 Traffic Stop WP21031412 Officer 11/20/21 22:13 Traffic Stop 2021101177 Officer 11/20/21 23:19 Traffic Stop 2021101200 Officer 11/20/21 23:48 Traffic Stop 2021101206 Officer 11/21/21 00:22 Traffic Stop 2021101213 Officer Page 25 of 27 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 11/21/21 00:36 Traffic Stop 2021101214 Officer 11/21/21 00:38 Traffic Stop 2021101215 Officer 11/21/21 01:25 Traffic Stop 2021101223 Officer 11/21/21 01:46 Traffic Stop 2021101228 Officer 11/21/21 12:46 Traffic Stop 2021101308 Officer 11/21/21 20:29 Traffic Stop 2021101419 Officer 11/21/21 20:36 Traffic Stop 2021101421 Officer 11/21/21 20:46 Traffic Stop 2021101425 Officer 11/21/21 21:45 Traffic Stop 2021101436 Officer 11/22/21 00:14 Traffic Stop 2021101452 Officer 11/22/21 00:22 Traffic Stop 2021101453 Officer 11/22/21 02:32 Traffic Stop 2021101467 Officer 11/22/21 06:57 Traffic Stop 2021101481 Officer 11/22/21 08:21 Traffic Stop 2021101503 Officer 11/22/21 20:57 Traffic Stop 2021101709 Officer 11/22/21 22:13 Traffic Stop 2021101727 Officer 11/23/21 00:47 Traffic Stop 2021101749 Traffic Stop WP21031665 Officer 11/23/21 02:24 Traffic Stop 2021101761 Traffic Stop WP21031669 Officer 11/24/21 01:49 Traffic Stop 2021102080 DUI WP21031768 Officer 11/24/21 02:19 Traffic Stop 2021102082 Traffic Stop WP21031770 Officer 11/24/21 11:34 Traffic Stop 2021102160 Officer 11/24/21 11:38 Traffic Stop 2021102161 Officer 11/24/21 15:49 Traffic Stop 2021102220 Traffic Stop WP21031815 Officer 11/24/21 19:28 Traffic Stop 2021102294 Officer 11/24/21 19:35 Traffic Stop 2021102297 Officer 11/24/21 19:44 Traffic Stop 2021102302 Officer 11/24/21 20:59 Traffic Stop 2021102339 Traffic Stop WP21031833 Officer 11/24/21 21:13 Traffic Stop 2021102345 Officer 11/24/21 21:55 Traffic Stop 2021102363 Officer 11/24/21 22:18 Traffic Stop 2021102365 Officer 11/24/21 22:23 Traffic Stop 2021102367 Officer 11/24/21 22:39 Traffic Stop 2021102371 Officer 11/24/21 22:42 Traffic Stop 2021102373 Officer 11/24/21 22:53 Traffic Stop 2021102377 Officer 11/25/21 10:13 Traffic Stop 2021102456 Officer 11/25/21 20:36 Traffic Stop 2021102588 Traffic Stop WP21031873 Officer 11/25/21 23:19 Traffic Stop 2021102627 Officer 11/26/21 15:12 Traffic Stop 2021102743 Traffic Stop WP21031913 Officer 11/26/21 21:33 Traffic Stop 2021102870 Officer 11/26/21 23:25 Traffic Stop 2021102907 Officer 11/28/21 02:48 Traffic Stop 2021103254 Officer 11/29/21 01:56 Traffic Stop 2021103492 Officer 11/29/21 12:14 Traffic Stop 2021103567 Officer 11/29/21 13:45 Traffic Stop 2021103586 Traffic Stop WP21032163 Officer 11/29/21 15:52 Traffic Stop 2021103625 Traffic Stop WP21032179 Officer 11/29/21 16:00 Traffic Stop 2021103629 Officer 11/29/21 16:26 Traffic Stop 2021103637 Traffic Stop WP21032184 Officer Page 26 of 27 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 11/29/21 16:50 Traffic Stop 2021103650 Traffic Stop WP21032189 Officer 11/29/21 18:07 Traffic Stop 2021103681 2021099737 Officer 11/29/21 18:14 Traffic Stop 2021103684 11/23/2109:07 Training Officer 11/29/21 18:15 Traffic Stop 2021103685 Phone Officer 11/29/21 22:47 Traffic Stop 2021103759 WP21032202 Officer 11/30/21 10:01 Traffic Stop 2021103851 11/17/2112:15 Trespass Officer 11/30/21 10:21 Traffic Stop 2021103860 Officer 11/30/21 11:10 Traffic Stop 2021103880 Officer 11/30/21 14:37 Traffic Stop 2021103932 Court Order Violation WSIU21032263Dfficer 11/30/21 17:27 Traffic Stop 2021103976 Officer 11/30/21 21:48 Traffic Stop 2021104034 Officer 11/30/21 21:55 Traffic Stop 2021104035 Officer 11/30/21 23:42 Traffic Stop 2021104052 Traffic Stop WP21032303 Officer Traffic Stop; Dispatch - CAD - Addressing Problems Total: 1 11/15/21 22:23 Traffic Stop ; Dispatch - 2021099571 Officer Training Total: 9 11/05/2114:51 Training 2021096319 2021095320 11/08/2108:09 Training 2021097115 Training WP21030315 11/09/2112:24 Training 2021097559 2021096188 11/12/2111:28 Training 2021098457 911 11/16/2110:31 Training 2021099737 2021098769 11/22/2108:48 Training 2021101513 911 11/23/2109:07 Training 2021101803 2021099215 11/23/2114:54 Training 2021101904 Phone 11/29/2108:23 Training 2021103521 2021103691 Trespass Total: 2 WP21032202 911 11/12/21 08:20 Trespass 2021098411 Trespass WP21030726 Phone 11/17/2112:15 Trespass 2021100089 Trespass WCVL2103116FPhone Unwanted Person Total: 5 11/02/21 11:36 Unwanted Person 2021095320 Unwanted Person WP21029749 911 11/05/21 04:35 Unwanted Person 2021096188 Unwanted Person WP21030048 911 11/13/21 12:33 Unwanted Person 2021098769 Unwanted Person WP21030822 911 11/15/21 01:03 Unwanted Person 2021099215 Unwanted Person WP21030957 Phone 11/29/21 18:42 Unwanted Person 2021103691 Unwanted Person WP21032202 911 Warrant - Attempt Total: 5 11/01/2110:34 Warrant - Attempt 2021095017 Officer 11/01/2111:00 Warrant - Attempt 2021095020 11/07/21 02:15 Warrant - Attempt 2021096821 Officer 11/07/21 10:22 Warrant - Attempt 2021096878 Officer 11/09/21 20:25 Warrant - Attempt 2021097741 Total Records: 1054 Page 27 of 27