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City Council Agenda Packet 04-28-2025
1. Agenda Documents Documents: 04-28-25 AGENDA.PDF 2025-4-14 MINUTES CC SPEC (DRAFT).PDF 2025-4-14 MINUTES CC (DRAFT).PDF 2A PAYMENT OF BILLS.PDF 2B NEW HIRES AND DEPARTURES.PDF 2C PROPERTY.PDF 2D CENTRAL MINNESOTA ARTS BOARD GRANT MOSIAC PROJECT.PDF 2E SPECIAL EVENT ART PARK.PDF 2F SPECIL EVENT PARTY IN THE PARK.PDF 2G SPECIAL EVENT YOUNG PROFESSIONAL. PDF 2H CHAMBER LEASE.PDF 21 PARKS TRUCKS PURCHASE.PDF 2J UTILITIES TRUCK PURCHASE.PDF 2K AUAR KIMLEY HORN.PDF 2L WSB REVIEW ALTERNATIVE URBAN AREAWIDE REVIEW.PDF 2M MEADOWBROOK FINAL PLAT PUD.PDF 2N NO MOW MAY.PDF 20 WASTE WATER TREATMENT PLANT DIGESTER PUMP.PDF 4A TREE CANOPY ORD AMDT.PDF 1.1. Agenda Documents Documents: WCSO 2025 1ST QUARTER REVIEW.PDF 4A ADDITIONAL INFORMAITON.PDF AGENDA REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, April 28, 2025 — 6:30 p.m. Mississippi Room, Monticello Community Center CITY COUNCIL CLOSED AND SPECIAL MEETING (Academy Room) 5:00 — 5:30 p.m. CLOSED Meeting — Consideration of sale of City Property PID:155164000030 Authorized by MN Statute 13D.05, Subd. 3 5:30 — 6:15 p.m. Franchise Fee/Assessment Policy Discussion Mayor: Lloyd Hilgart Council Members: Kip Christianson, Charlotte Gabler, Tracy Hinz, and Lee Martie 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 April 14, 2025 • Regular Meeting Minutes from April 14, 2025 D. Citizen Comments — Individuals may address the City Council about any item not contained on the agenda. Each speaker will be allotted three minutes with a maximum of five speakers. The Mayor may allow for additional time and/or speakers. The City Council generally takes no official action of items discussed, except for referral to staff for future report. E. Public Service Announcements/Updates F. Council Liaison Updates • 1-94 Coalition • Economic Development Authority (EDA) • Parks, Arts, and Recreation Advisory Commission (PARC) G. Department Updates • Wright County Sheriff's Office 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 2025-27 accepting a grant from the Central Minnesota Arts Board (CMAB) in the amount of $8,000 for a community mosaic project E. Consideration of approving a Special Event Permit allowing the use of Ellison Park and related assistance for Art in the Park/Taste of Monticello on Saturday, July 12, 2025. Applicant: Monticello Chamber of Commerce and Industry Consideration of approving a Special Event Permit allowing the use of West Bridge Park, closing of West River Street and related assistance and approving a temporary liquor license for the VFW Post 8731 for Party in the Park July 10, 2025. Applicant: Monticello Chamber of Commerce and Industry G. Consideration of approving a Special Event Permit allowing the use of West Bridge Park and the closing of the parking lot and West River Street for the Young Professional Back Yard BBQ Bag Tournament on June 12, 2025. Applicant: Monticello Chamber of Commerce and Industry H. Consideration of approving a five-year lease agreement with the Monticello Chamber of Commerce and Industry for an office suite in the DMV Building located at 118 West 6t" Street Consideration of authorizing the purchase of two 2025 Ford F-350s from Midway Ford and truck accessories from North Central Upfitting & Iron Valley Truck Equipment for a total of $145,916.62 plus applicable license and registration fees Consideration of authorizing the purchase of a 2025 F-350 from Midway Ford and a service body from Twin Star Equipment for a total amount of $68,785 plus license and registration fees K. Consideration of authorizing Kimley Horn to prepare a draft Alternative Urban Areawide Review order and scoping document and to conduct an Alternative Urban Areawide Review as related to a proposed 550-acre technology campus proposed by Monticello Tech LLC L. Consideration of approving a proposal from WSB for review and regulatory coordination for the Alternative Urban Areawide Review scoping document and Alternative Urban Areawide Review processes as related to a proposed 550-acre technology campus and approving an escrow agreement with Monticello Tech LLC for related expenses M. Consideration of adopting Resolution 2025-28 approving a Final Stage Planned Unit Development for Meadowbrook, and Resolution 2025-29 approving a Final Plat and Development Agreement for Meadowbrook, a single-family residential development including attached and detached units. Applicant: JBP Land, LLC N. Consideration of suspending nuisance enforcement for any violation of City Code Section 91.04(16)(b)(c) from May 1— 31, 2025, in recognition of "No Mow May" 0. Consideration of approving the purchase of a pump from PFC Equipment Inc. for the Wastewater Treatment Plant in the amount of $29,131.82 2A. Consideration of items removed from the consent agenda for discussion 3. Public Hearings 4. Regular Agenda A. Consideration of adopting Ordinance 847 amending the Monticello City Code, Title IX: General Regulations, Chapter 92: Property Maintenance, Title XV: Land Usage, Chapter 152: Subdivisions, and Chapter 153: Zoning Ordinance, and any other related sections of subdivision or zoning text necessary as related to regulations for planting and maintaining trees and tree canopy and adopting Summary Ordinance 847A for publication and other work products for the Tree Canopy Management program 5. Adjournment MINUTES MONTICELLO CITY COUNCIL SPECIAL MEETING Monday, April 14, 2025 — 5:30 p.m. Public Works Facility Present: Lloyd Hilgart, Kip Christianson, Charlotte Gabler, Tracy Hinz, and Lee Martie Absent: None Staff: Matt Leonard, Angela Schumann, Sarah Rathlisberger, Tom Pawelk, Dan Halverson, Mat Stang, Mike Haaland, Jeremy Jensen 1. 4:45 p.m. Tour of current Public Works Facility 2. Call to Order Mayor Lloyd Hilgart called the special meeting to order at 5:30 p.m. 3. 5:30 p.m. Water Treatment Plant Construction Manager At Risk (CMAR) Statement Of Qualification (SOQ) Matt Leonard, Public Works Director/City Engineer, gave an update on the Construction Manager at Risk, CMAR, selection process. The request for qualifications, RFQ, required contractors to provide a list of projects with similar scope and scale to the City's proposed water treatment plant project. Contractors were required to have completed three projects within five years of the due date of the SOQ. Three proposals were received, and it was recommended to move forward with Rice Lake and Magney Construction, who met the project experience requirements of the RFQ. One proposer didn't meet the experience requirements. A request for proposals was sent out to the two companies meeting the RFQ requirements with proposals due May 2, 2025. Interviews are tentatively scheduled for May 12t" and 131" with final selection expected in June 2025. There was City Council consensus to move forward with distributing an RFP with the two qualifying SOQ respondents. 4. 6:00 p.m. Cannabis Registration Update Angela Schumann, Community Development Director, gave an update on recent information regarding Wright County's registration of cannabis businesses. Wright County has indicated that their registration provisions may supercede the City's ordinance regarding the number of cannabis retail establishments. The City's ordinance caps the number at two retail licenses, which is minimum number required by state law based on population. Wright County's ordinance indicates that as a whole the County must allow 14 licenses based on population. Follow-up discussion among the Joint City Council Special Meeting Minutes —April 14, 2025 Powers Agreement (JPA) cities will occur with the County on May 12, 2025, regarding the registration caps. Staff questioned whether the City Council wanted to keep the cap of two retail establishments for the City. If so, pending the information resulting from the meeting on May 12th, the City and County may need to re-examine the JPA. There was City Council consensus to keep the cap of two cannabis retail registrations for Monticello for purposes of discussion with Wright County beginning on May 12. 5. Adjournment By consensus, the meeting was adjourned at 6:15 p.m. Recorder: Jennifer Schreiber Attest: City Council Special Meeting Minutes —April 14, 2025 City Administrator MONTICELLO CITY COUNCIL REGULAR MEETING MINUTES Monday, April 14, 2025 — 6:30 p.m. Mississippi Room, Monticello Community Center Present: Lloyd Hilgart, Kip Christianson, Tracy Hinz, Charlotte Gabler, and Lee Martie 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 Motion by Council Member Hinz to approve the agenda. Council Member Christianson seconded the motion. Motion carried unanimously. C. Approval of Meeting Minutes • Special Meeting Minutes from March 24, 2025 • Regular Meeting Minutes from March 24, 2025 Motion by Council Member Martie to approve both sets of minutes. Council Member Christianson seconded the motion. Motion carried unanimously. D. Citizen Comments None. E. Public Service Announcements Sarah Rathlisberger, Finance Director, noted the following public announcements: • Spring Hydrant Flushing • Spring Wine Sale • All City facilities closed for Easter • Spring Tree Sale closes Thursday, April 24 with pickup on April 26 • Indoor Farmers Market on April 26. The first outdoor Farmers Market will be on May 15. • Riverside Cemetery clean-up week of April 28. F. Council Liaison Updates • Economic Development Authority (EDA) Update— Council Member Hinz gave an update of the meeting held April 9. The EDA authorized sponsorship of Central City Council Minutes: April 14, 2025 Page 1 1 4 Minnesota Manufacturer Association Tour of Manufacturing and received an update from the Economic Development Manager. • Parks, Arts and Recreation Commission (PARC) — Council Member Gabler noted that there was a presentation from the Davey Resource group on the comprehensive tree program. There were updates from the MCC, MontiArts and maintenance. • Planning Commission — Council Member Christianson gave an update on the meeting held April 1, 2025. The commission reviewed an ordinance related to planned unit development guidelines. They also discussed zoning and ordinance items regarding parking. Tom Pawelk, Parks, Arts, & Recreation Director gave a presentation on the tree canopy ordinance. 2. Consent Agenda: Motion by Council Member Martie to approve the Consent Agenda. Council Member Hinz 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 $2,477,734.03. B. Consideration of approving new hires and departures for City departments. Action taken: Approved the hires for the Monticello Community Center (MCC) and terminations for the MCC and Parks Department. C. Consideration of approving the sale/disposal of surplus city property. Action taken: Approved as submitted. D. Consideration of adopting Resolution 2025-26 accepting donations totaling $6,000 from Liberty Bank, TDS, and CentraCare. Action taken: Resolution 2025- 26 accepting the donations was approved. E. Consideration of not waiving monetary limits on municipal tort liability established by Minnesota Statutes. Action taken: Approved not waiving monetary limits. F. Consideration of authorizing an on -sale liquor license for JJC Enterprises Inc., dba Capitan Pancho Villa's Restaurant, located at 100 7t" Street W., Monticello, MN. Action taken: Approved the on -sale liquor license application for JJC Enterprises Inc. G. Consideration of adopting Ordinance 846 amending the Monticello City Code, Title XV: Land Usage, Chapter 153: Zoning Ordinance, Section 153.028 Specific Review Procedures and Requirements as related to regulations and standards for Planned Unit Development and adopting Summary Ordinance 846A for City Council Minutes: April 14, 2025 Page 2 1 4 publication. Applicant: City of Monticello. Action taken: Adopted Ordinance 846 as related to regulations and standards for Planned Unit Development, based on findings in Resolution PC-2025-17 and adopted Summary Ordinance 846A for publication. H. Consideration of approving an administrative settlement for the Golf Course Road Trail Project. Action taken: Approved the administrative settlement for the Golf Course Trail Project in the amount of $7,000 for temporary and permanent easements for PID 155500101203. Consideration of approving an application for temporary liquor license for the Monticello Lions for the Music on the Mississippi Outdoor Concert Series at West Bridge Park on June 18 and July 16, 2025. Action taken: Approved the temporary liquor license application. 2A. Consideration of items removed from the consent agenda for discussion 3. Public Hearings 4. Regular Agenda A. Consideration of approving change order #5 for the Monticello Downtown Roadwav & Pedestrian Project, City Protect 22CO05 for 589,320.83 Matt Leonard, Public Works Director/City Engineer, gave a brief overview of the items included in the change order. He noted that water curb stops along Broadway Street were found to need repairs and additional concrete removal as well as bollard to protect transformers were required as part of the undergrounding of overhead electric utility lines. Additional Filterpave material was proposed to be placed between the granite and limestone blocks and the concrete sidewalk, and an anti -slip coating is proposed to be installed on the Filterpave areas used throughout the project area. Additional poles were proposed to be installed for additional wayfinding signage that wasn't included in the original contract. City Council discussed the anti -slip coating on the Filterpave areas as well as the wayfinding signage location and sign layouts. Council Member Martie moved to approve change order #5 for the Monticello Downtown Roadway & Pedestrian Project for $89,320.83. Council Member Hinz seconded the motion. Motion carried unanimously. B. Consideration of acknowledging receipt of five petitions for annexation from Lakhwinder Singh, Jerold and Susan Untiedt, Gary Fehn, Allie and Samuel City Council Minutes: April 14, 2025 Page 3 1 4 Johnson, and Wavne and Gwendolyn Johnson, and to proceed with verification of compliance with the Joint Resolution of Orderlv Annexation Angela Schumann, Community Development Director, gave a brief review of the petitions for annexation. There was minimal Council discussion. Council Member Martie moved to acknowledge receipt of the five noted petitions for annexation and to proceed with verification of compliance with the Joint Resolution of Orderly Annexation. Council Member Christianson seconded the motion. Motion carried unanimously. 5. Adiournment The meeting was adjourned at 7:07 p.m. Recorder: Jennifer Schreiber Attest: City Administrator City Council Minutes: April 14, 2025 Page 4 1 4 City Council Agenda: 4/28/2025 2A. Consideration of approving payment of bills Prepared by: Finance Director Reviewed by: N/A ACTION REQUESTED Meeting Date 4/28/2025 Approved by: City Administrator ® Consent Agenda Item ❑ Regular Agenda Item Motion to approve the bill and purchase card registers for a total amount of $717,132.53. 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 1 Accounts Payable Checks by Date - Summary by Check Date User: debbie.gulbrandson@monticellomn Printed: 4/17/2025 2:15 PM 4�AMontCITY iOF ce-o Check No Vendor No Vendor Name Check Date Check Amount ACH 1426 CITY OF MONTICELLO 04/15/2025 4,608.13 ACH 2405 WELLS FARGO - Monthly Charges/Returr 04/15/2025 14,726.74 ACH 2438 VANCO SERVICES LLC 04/15/2025 114.55 ACH 2811 US BANK CORPORATE PMT SYSTEM 04/15/2025 41,518.76 ACH 3241 LINCOLN FINANCIAL GROUP 04/15/2025 3,522.53 ACH 4263 CAYAN 04/15/2025 1,517.80 ACH 4732 MONEY MOVERS, INC. 04/15/2025 14.25 ACH 5188 HEALTHY CONTRIBUTIONS 04/15/2025 8.60 ACH 6041 HEALTHEQUITY INC 04/15/2025 65.60 Total for 4/15/2025: 66,096.96 Report Total (9 checks): 66,096.96 The preceding list of bills payable was reviewed and approved for payment. Date: 4/10/2025 Approved by: AP Checks by Date - Summary by Check Date (4/17/2025 2:15 PM) Page 1 Accounts Payable Checks by Date - Summary by Check Date User: debbie.gulbrandson@monticellomn Printed: 4/23/2025 3:29 PM 4�AMontCITY iOF ce-o Check No Vendor No Vendor Name Check Date Check Amount ACH 1062 BEAUDRY OIL COMPANY 04/29/2025 6,434.56 ACH 1065 BELLBOY CORPORATION 04/29/2025 11,052.91 ACH 1074 BOLTON AND MENK INC 04/29/2025 3,039.00 ACH 1091 CAMPBELL KNUTSON PA 04/29/2025 5,220.33 ACH 1129 DAHLHEIMER BEVERAGE LLC 04/29/2025 64,081.77 ACH 1153 ECM PUBLISHERS INC 04/29/2025 600.00 ACH 1187 FORCE AMERICA DISTRIBUTING LLC 04/29/2025 131.98 ACH 1223 HAWKINS INC 04/29/2025 12,954.63 ACH 1273 KIWI KAI IMPORTS, INC. 04/29/2025 3,100.25 ACH 1303 M AMUNDSON CIGAR & CANDY CO, I 04/29/2025 1,197.74 ACH 1305 MACQUEEN EQUIPMENT LLC 04/29/2025 1,908.15 ACH 1320 TRICIA HANDORFF 04/29/2025 59.50 ACH 1364 MOBILE HEALTH SERVICES LLC 04/29/2025 155.00 ACH 1377 MONTICELLO SENIOR CENTER 04/29/2025 5,833.33 ACH 1386 M-R SIGN CO INC 04/29/2025 768.00 ACH 1411 OLSON & SONS ELECTRIC INC 04/29/2025 3,100.18 ACH 1470 RUSSELL SECURITY RESOURCE INC 04/29/2025 1,814.66 ACH 1518 TDS TELECOM 04/29/2025 343.60 ACH 1552 VIKING COCA COLA BOTTLING CO 04/29/2025 686.00 ACH 1572 THE WINE COMPANY 04/29/2025 1,615.00 ACH 1584 WSB & ASSOCIATES INC 04/29/2025 79,519.50 ACH 1684 VINOCOPIA 04/29/2025 808.48 ACH 1726 MARCO TECHNOLOGIES 04/29/2025 1,559.98 ACH 2154 FEDERATED CO-OPS INC 04/29/2025 10.00 ACH 2159 NATHAN PHILLIP KROHN 04/29/2025 600.00 ACH 2273 FIBERNET MONTICELLO - ACH 04/29/2025 5,528.44 ACH 2928 NUSS TRUCK AND EQUIPMENT 04/29/2025 123.28 ACH 4072 TREVOR MACK 04/29/2025 81.64 ACH 4194 JENNIFER SCHREIBER 04/29/2025 177.63 ACH 4502 ARVIG 04/29/2025 165.00 ACH 4633 PERFORMANCE FOOD GROUP INC 04/29/2025 1,280.94 ACH 4646 CAPITOL BEVERAGE SALES L.P. 04/29/2025 39,076.45 ACH 4832 TIFCO INDUSTRIES, INC. 04/29/2025 1,936.39 ACH 5027 ERICA WITZMANN 04/29/2025 3,750.00 ACH 5201 DICK FAMILY, INC. 04/29/2025 2,434.02 ACH 5211 RANDI O'KEEFE KRIER 04/29/2025 2,005.21 ACH 5426 NOVEL SOLAR TWO LLC 04/29/2025 19,852.18 ACH 5444 JULIAKAROS 04/29/2025 7,854.00 ACH 5736 MAVERICK WINE LLC 04/29/2025 346.02 ACH 6218 ALEX AIR APPARATUS 2 LLC 04/29/2025 1,121.11 ACH 6285 NOKOMIS ENERGY LLC 04/29/2025 8,654.51 ACH 6300 NOVEL SOLAR ONE LLC 04/29/2025 2,689.58 ACH 6301 NOVEL SOLAR FIVE LLC 04/29/2025 159.84 ACH 6306 STONEBROOKE ENGINEERING INC 04/29/2025 118,223.36 ACH 6623 OLD WORLD BEER LLC 04/29/2025 906.00 129915 5739 75F US 04/29/2025 508.28 129916 5893 ABDO LLP 04/29/2025 24,000.00 AP Checks by Date - Summary by Check Date (4/23/2025 3:29 PM) Page 1 Check No Vendor No Vendor Name Check Date Check Amount 129917 5660 ABSOLUTE PRINT GRAPHICS 04/29/2025 2,761.75 129918 6631 ACTIVE ADVENTURES 04/29/2025 4,571.20 129919 6629 ADVANTAGE CONSTRUCTION 04/29/2025 97.50 129920 5948 AE2 - ADVANCED ELEMENTS, INC. 04/29/2025 48,348.67 129921 6628 AMERICAN BUILDING CONTRACTOR 04/29/2025 97.50 129922 3491 ARTISAN BEER COMPANY 04/29/2025 398.26 129923 2915 BARCO PRODUCTS COMPANY 04/29/2025 1,511.26 129924 1067 BERNICK'S 04/29/2025 5,921.11 129925 6208 BLOCK 52 HOLDINGS LLC 04/29/2025 1,774.40 129926 4328 BREAKTHRU BEVERAGE MN WINE & 04/29/2025 14,708.54 129927 6626 CENTRAL MISSISSIPPI RIVER PARTNI 04/29/2025 500.00 129928 6465 DAVIS MECHANICAL SYSTEMS, INC 04/29/2025 4,239.19 129929 6544 ARYN LILL DIEMAND 04/29/2025 5,000.00 129930 1147 DOUBLE D ELECTRIC INC 04/29/2025 2,900.82 129931 1455 DRAFT CONTROL INC 04/29/2025 170.01 129932 5771 EAST SIDE OIL COMPANIES, INC 04/29/2025 45.00 129933 6614 EVERGREEN LAND SERVICES CO 04/29/2025 1,416.80 129934 2561 FERGUSON WATERWORKS 04/29/2025 3,586.00 129935 1179 FIRE SAFETY USA INC 04/29/2025 38.00 129936 1205 GRAINGER INC 04/29/2025 284.38 129937 5773 HAGEN CHRISTENSEN & MCIIWAIN A 04/29/2025 2,534.60 129938 5262 CITY OF HANOVER 04/29/2025 441.00 129939 6375 THE HOME CITY ICE COMPANY 04/29/2025 294.20 129940 1263 JOHNSON BROTHERS LIQUOR CO. 04/29/2025 35,571.56 129941 5974 JOTL PROPERTIES, LLC 04/29/2025 1,560.60 129942 6286 JOHN PAUL KERNS 04/29/2025 200.00 129943 6630 KUSSMAUL ELECTRONICS 04/29/2025 971.64 129944 1291 LEAGUE OF MN CITIES INS TRUST 04/29/2025 810.00 129945 1309 MARTIE'S INC 04/29/2025 510.99 129946 6632 MASTER CRAFT OUTDOORS INC 04/29/2025 1,182.00 129947 6171 MCFOA REGION VI 04/29/2025 60.00 129948 5301 MILK AND HONEY LLC 04/29/2025 456.00 129949 1349 MN DEPT OF TRANSPORTATION 04/29/2025 222.17 129950 1913 NEW FRANCE WINE 04/29/2025 230.33 129951 1687 NORTHLAND SECURITIES INC 04/29/2025 1,960.00 129952 4604 P.Q.L., INC 04/29/2025 869.13 129953 1427 PHILLIPS WINE & SPIRITS CO 04/29/2025 20,725.16 129954 6625 DONALD SCOTT RASMUSSEN 04/29/2025 200.00 129955 6536 SAFELITE AUTO GLASS 04/29/2025 471.77 129956 2497 SHERBURNE WRIGHT CABLE COMMI 04/29/2025 7,272.06 129957 6417 JASON SMALL 04/29/2025 171.00 129958 6013 JAMES W SORENSON 04/29/2025 227.89 129959 3309 SOUTHERN GLAZER'S WINE AND SPII 04/29/2025 12,513.24 129960 4672 SPECIALTY SOLUTIONS LLC 04/29/2025 11,461.00 129961 6627 TRADEMARK TITLE SERVICES 04/29/2025 31.82 129962 4930 TRI-COUNTY LUMBER 04/29/2025 682.80 129963 3783 ULINE 04/29/2025 605.20 129964 1573 WINE MERCHANTS INC 04/29/2025 2,623.50 129965 6279 MELISSA WOJCHOUSKI 04/29/2025 200.00 129966 1589 ZIEGLER INC 04/29/2025 137.09 Total for 4/29/2025: 651,035.57 Report Total (97 checks): 651,035.57 AP Checks by Date - Summary by Check Date (4/23/2025 3:29 PM) Page 2 The preceding list of bills payable was reviewed and approved for payment. Date: 4/28/2025 Approved by: Mayor Lloyd Hilgart City Council Agenda: 4/28/2025 2B. Consideration of approving new hires and departures for Citv departments Prepared by: Human Resources Manager Reviewed by: N/A ACTION REQUESTED Meeting Date 4/28/2025 Approved by: City Administrator ® Consent Agenda Item ❑ Regular Agenda Item 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. SUPPORTING DATA • List of new hires and terminated employees. 1 NEW EMPLOYEES Name Title Department Hire Date Class Benicio McLaughlin Water Safety Instructor MCC 4/15/2025 PT Anne DeLeon Fitness Instructor MCC 4/19/2025 PT Dan Elstad Parks Worker Parks 5/5/2025 Seasonal Gary Kraft Parks Worker Parks 5/5/2025 Seasonal Terry Sickels Parks Worker Parks 5/5/2025 Seasonal Gavin Simon Parks Worker Parks 5/5/2025 Seasonal Frank Holmes Parks Worker Parks 5/5/2025 Seasonal Kay Schroden Parks Worker Parks 5/5/2025 Seasonal Leo Schroden Parks Worker Parks 5/5/2025 Seasonal Charles Gaulke Parks Worker Parks 5/5/2025 Seasonal Brent Stauffer Parks Worker Parks 5/5/2025 Seasonal William Howe Parks Worker Parks 5/5/2025 Seasonal William Schindele Parks Worker Parks 5/6/2025 Seasonal Nate Green Parks Worker Parks 5/9/2025 Seasonal Kalicia Soden Supervised Play MCC 5/9/2025 PT Josh Miller Parks Worker Parks 5/12/2025 Seasonal Bo Bremer Parks Worker Parks 6/9/2025 Seasonal Brenton Jones Parks Worker Parks 6/9/2025 Seasonal Brody Essleman Parks Worker Parks 6/9/2025 Seasonal Alisa Grue Parks Worker Parks 6/12/2025 Seasonal TERMINATING EMPLOYEES Name Reason Department Effective Date Class Rylan Feierabend Voluntary MCC 1/4/2025 PT Paulina Witschen Voluntary MCC 3/18/2025 PT Owen VanHoorik Voluntary MCC 3/28/2025 PT Lauren Amenrud Voluntary MCC 3/31/2025 PT City Council Agenda: 4/28/2025 2C. Consideration of approving the sale or disposal of surplus Citv property Prepared by: Meeting Date: ® Consent Agenda Item N/A 4/28/2025 ❑ Regular Agenda Item Reviewed by: Approved by: N/A N/A There is no report this City Council Cycle. City Council Agenda: 4/28/2025 2D. Consideration of adopting Resolution 2025-27 accepting a grant from the Central Minnesota Arts Board in the amount of $8,000 for a community mosaic proiect Prepared by: Parks, Arts & Recreation Director Reviewed by: Finance Director ACTION REQUESTED Meeting Date: 4/28/2025 Approved by: City Administrator ® Consent Agenda Item ❑ Regular Agenda Item Consideration of adopting Resolution 2025-27 accepting a grant from the Central Minnesota Arts Board in the amount of $8,000 for a community mosaic project. REFERENCE AND BACKGROUND The Central Minnesota Arts Board awarded a grant to support a community mosaic project in downtown Monticello. The project, led by mosaic artist Sue Seeger, will build new mosaic art, facilitating skills development and community engagement during the creation process and enhancing visual appeal of key public spaces when complete. The phases of the project include: Phase 1 (Spring/Early Summer 2025) The project will kick off with a Landscape Fish Workshop, which is open to the public. This workshop will teach foundational and intermediate mosaic techniques and encourage new participants to join the mosaic team. Additionally, we are exploring options for a permanent display base for the sculptures created during the workshop. Phase 2 (Summer/Fall 2025) In partnership with the Parks and Recreation department, participants will construct four large public chairs decorated with mosaics. Participants from the fish workshop, alongside returning mosaic artists, will collaborate to complete these creations. Phase 3 (Fall 2025—Winter 2026) The Teen Art Club will take on the challenge of designing and creating mosaics for one of the seating structures. This phase is designed to give teens hands-on experience in large-scale public art, allowing them to refine their designs over the course of their weekly sessions. City Council Agenda: 4/28/2025 Overall, this project aims to further establish MontiArts as a center for hands-on, community - created public art. As stipulated by state requirements, if the City accepts the grant funds, the City Council must adopt a resolution detailing the amount of the grant and its intended use. I. Budget Impact: Central Minnesota Arts Board will award $8,000 for the project. The budget for the project is $10,550. The remaining amount is funded by the City through administrative and staffing costs. Two payments will be made to the City of Monticello from CMAB, at 80% completion and 100% completion. II. Staff Workload Impact: Parks department staff will assist with the construction of the public chairs. III. Comprehensive Plan Impact: The Monticello 2040 Comprehensive Plan includes a chapter focused on Community Character, Design, and the Arts. It specifically calls for incorporating community -based art that enhances the function of public spaces as well as contributes to placemaking and the unique character of Monticello. STAFF RECOMMENDED ACTION Staff recommend adopting Resolution 2025-27 accepting the grant funds from CMAB. SUPPORTING DATA • Resolution 2025-27 CITY OF MONTICELLO WRIGHT COUNCTY, MINNESOTA RESOLUTION NO. 2025-27 RESOLUTION ACCEPTING GRANT FUNDING FROM THE CENTRAL MINNESOTA ARTS BOARD IN THE AMOUNT OF $8,000 FOR A COMMUNITY MOSAIC PROJECT WHEREAS, The City of Monticello was notified by the Central Minnesota Arts Board that the City received a grant of $8,000 for a community mosaic project; and WHEREAS, the grant will help fund the artist and materials for the project; and NOW THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF MONTICELLO: That the City Council authorizes accepting grant funding of $8,000 from the Central Minnesota Arts Board for a community mosaic project. Adopted by the Monticello City Council this 28th day of April, 2025 Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk City Council Agenda: 4/28/2025 2E. Consideration of approving a Special Event Permit allowing use of Ellison Park for Art in the Park/Taste of Monticello on Saturday, July 12, 2025. Applicant: Monticello Chamber of Commerce and Industry Prepared by: Meeting Date: ® Consent Agenda Item City Clerk 4/28/2025 ❑ Regular Agenda Item Reviewed by: Approved by: City Administrator ACTION REQUESTED Motion to approve a special event permit allowing use of Ellison Park, picnic tables and related assistance in conjunction with Art in the Park/Taste of Monticello on July 12, 2025. REFERENCE AND BACKGROUND The City Council is asked to consider approving a special event permit for the Art in the Park/Taste of Monticello event on July 12, 2025, from 8 a.m. — 3 p.m. This event has been taking place for over 30 years and runs concurrently with the annual Riverfest celebration. The Chamber is requesting use of Ellison Park from 5 a.m. — 5 p.m. to allow for set-up and tear - down of the event. They will be responsible for their own set-up and tear -down related to the event and will provide portable satellites and waste disposal services. The Chamber also requests the following items from the City: • 30 picnic tables set up near the Lion's Den shelter • 5 orange cones set up on both ends of the park • "No parking" signs near shuttle drop off • Hanging of event banner I. Budget Impact: Potential for minor loss of rental revenue. II. Staff Workload Impact: Parks & Recreation staff will assist with preparation prior to the event in addition to other Riverfest activities. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of the Special Event Permit. SUPPORTING DATA A. Application B. Event Map 2E (1) Monticello Property Address CITY OF MONTICELLO City Clerk 505 Walnut Street, Suite 1 Monticello, MN 55362 (763) 295-2711 infona,MonticelloMN.gov Property Legal Description Property ID Number Owner Name Owner Address Owner Phone Owner Email Applicant Name Applicant Address Applicant Phone Applicant Email Name of Event Location/Address of Event Dates & Times of Event 811 River St E Monticello MN 55362 Ellison Park City of Monticello 505 Walnut Street Suite 1 Monticello, MN 55362 763-295-2711 info@monticello.mn.us Special Event Permit Application Checklist Monticello Chamber of Commerce & Industry 118 W 6th St. Suite B PO Box 192, Monticello, MN 55362 763-295-2700 info@monticellocci.com Art in the Park / Taste of Monticello MN 55362 Saturday, July 12, 2024 8 am - 3:00 pm \� �%,Ik— Complete Application Required The review and consideration of an application submitted shall only occur if such application includes all items that are required in support of the application and is deemed complete by the City Clerk's Office. Application Submission Schedule Application, required information, and payment must be submitted no later than 30 working days prior to desired approval date. Application Information Applicants shall note that in addition to a special event permits, any liquor license or permit, sign permits and building permits for tents may also be required and are not included within the special event permit application and approval. Any requested use of City facilities, City staff resources, City equipment, and/or City property (including rights of way) and/or any requested waiver of application fee or park rental fees requires review and approval by the City Council. In addition, events which occur after 10 PM may requires review and approval by the City Council as related to noise ordinances. Please provide clear information in the application regarding these requests. 2E (2) APPLICANT APPLICATION SUBMITTAL REQUIREMENTS CITY CHECK -IN CHECK A written narrative including: 1. A description of the proposed special event, how it will function on the property, hours and dates of operation, and any other information necessary to fully describe the request; and 2. An explanation of how the proposed special event will meet each of the review criteria specified by code (on reverse), as well as any additional criteria that may apply for the specific use. 3. Any requested use of City facilities, City staff resources, City equipment and City property (including rights of way) and/or any requested waiver of application fee or park rental fees requires review and approval by the City Council A site plan showing all information necessary to accurately depict how the proposed use will function on the site. Information required on the site plan shall include but not be limited to: 1. The location of all existing and proposed structures; 2. Driveways and parking areas; 3. Proposed storage spaces; 4. Natural features such as woodlands, wetlands, shorelines, etc; 5. Proposed number of parking spaces (if applicable). If deemed necessary by the Community Development Department, a survey may be required to be submitted with the application in addition to a site plan. Any event proposing to erect a temporary tent structure is required to obtain a permit from the Monticello Department of Building and Safety and Code Enforcement. Certificate of insurance/liability coverage. Electronic copies of all written narratives and plan sets required above. Application fee: $50 $25 —for non-profit/charitable organization Special Event Review Process • The City Clerk will review all applications. • Applications determined to conform with the approval criteria outlined in Monticello Zoning Code Section 2.4(L)(4)(a) and listed below shall be approved by the Community Development Department with any conditions deemed necessary. A copy of the approved permit shall be provided to the applicant which includes all conditions and comments. • Applications not conforming with the approval criteria outlined in Section 2.4(L)(4)(a) shall be denied by the Community Development Department. • A notice of denial shall be provided to the applicant which includes all identified reasons for denial. 2 2E (3) Special Event Temporary Use Permit Approval Criteria Approval of a Special Event Permit shall only be granted once the City Clerk has determined the use shall: • Not be detrimental to property or improvements in the surrounding area or to the public health, safety, or general welfare; • Be compatible with the principal uses taking place on the site; • Not have substantial adverse effects or noise impacts on nearby residential neighborhoods; • Not include permanent alterations to the site; • Not maintain temporary signs associated with the use or structure after the activity ends; • Not violate the applicable conditions of approval that apply to a site or use on the site; • Not interfere with the normal operations of any permanent use located on the property; and • Contain sufficient land area to allow the temporary use, structure, or special event to occur, as well as adequate land to accommodate the parking and traffic movement associated with the temporary use, without disturbing environmentally sensitive lands. • Not create an unreasonable risk of significant: 1. Damage to public or private property, beyond normal wear and tear; 2. Injury to persons; 3. Public or private disturbances or nuisances; 4. Unsafe impediments or distractions to, or congestion of, vehicular or pedestrian travel; 5. Additional and impracticable or unduly burdensome police, fire, trash removal, maintenance, or other public services demands; and 6. Other adverse effects upon the public health, safety, or welfare. The special event shall not be of such a nature, size, or duration that the particular location requested cannot reasonably accommodate the event. The special event shall not conflict with another permitted special event at the same location in a manner that will negatively impact the public health, welfare, or safety. Special Event Temporary Use Permit Conditions of Approval In approving the Special Event Permit, the City Clerk's Office is authorized to impose such conditions upon the issuance of the permit as may be necessary to reduce or minimize any potential adverse impacts upon other property in the area, as long as the condition relates to a situation created or aggravated by the proposed special event. The Community Development Department is authorized, where appropriate, to require: 1. Provision of temporary parking facilities, including vehicular access and egress. 2. Control of nuisance factors, such as but not limited to, the prevention of glare or direct illumination of adjacent properties, noise, vibrations, smoke, dust, dirt, odors, gases, and heat. 3. Regulation of temporary buildings, structures and facilities, including placement, height and size, location of equipment and open spaces, including buffer areas and other yards. 4. Provision of sanitary and medical facilities. 5. Provision of solid waste collection and disposal. 6. Provision of security and safety measures. 7. Use of an alternative location or date for the proposed special event. 8. Modification or elimination of certain proposed activities. 9. Regulation of operating hours and days, including limitation of the duration of the special event to a shorter time period than that requested or specified in this subsection. 10. Submission of a performance guarantee to ensure that any temporary facilities or structures used for such proposed special event will be removed from the site within a reasonable time following the event and that the property will be restored to its former condition. 2E (4) Duration of Permit A temporary use permit for a special event authorized in accordance with this subsection shall be limited to a maximum duration of 14 days per site per calendar year, unless otherwise specifically authorized by the City Clerk. I am the fee title owner of the described property and I agree to this application. I certify that I am in compliance with all ordinance requirements and conditions regarding other City approval that have been previously granted. (Signature) (Date) Applicant's Statement This application shall be processed in my name and I am the party whom the City should contact regarding the application. I have completed all of the applicable filing requirements and I hereby acknowledge that I have read and fully understand the applicable provisions of the City Ordinances and current policies related to this application and that the documents and information I have submitted are true and correct. (Signature) (Date) (City Clerk Signature) (Date) (Community Development or Building Dept Signature) (Date) Special Event Permit Approved ❑ Denied ❑ Approval is granted with the following conditions: Internal review checklist (as applicable): Public Works Routing Admin I Parks I Streets Director Law Enforcement Notification Building Department (Tents) Monticello Community Center Room/Park Reservations Routine/Requirements Applicant Public Works Law Enforcement Notification City Clerk Monticello Community Center Room/Park Reservations Liability Insurance Certificate Received Surrounding Property Owner Notification Complete 4 2E (5) Special Event Permit-2025 Art in the Park/Taste of Monticello Saturday, July 12, 2025, 8:00 am-3:00 pm Description of event -This event has been in existence for over 30 years. It takes place on the banks of the Mississippi River in Ellison Park from 8AM-3PM. Although it is not part of Riverfest, it does run at the same time as our community festival. Chamber staff/volunteers will mark the grass in the park with spray paint a day or two before the event (depending on rain). Some vendors choose to set up the night before however, it is at their own risk. Wright County Sheriff department is aware that there could be some vendors set up early. Most vendors begin to set up on Saturday at SAM. Vendors bring tents and product to the park. Restaurants and local entertainment require electricity. Wes Olson Electric assists with electrical set up and ensures everything works properly. Wright County Sheriff are onsite during the entire event. No alterations are made to the City Park for this event. Monticello Chamber carries appropriate insurance coverage. To my knowledge, there has not been an adverse effect from hosting Art in the Park/Taste of Monticello in the past. The Monticello Chamber pays a portion of portable toilet expense and waste disposal to Riverfest for using facilities already in place in the park for this event. Chamber staff alerts the Sheriff's department of our event when vendors set up early and this typically encourages more patrols during the evening before the event. Riverfest serves beer out of the Lion's Den during the event. They also hold the bean bag tournament on the East end of the park. The Lion's hold the liquor license and insurance liability for this part of the day. All vendors are notified to not park on the heliport at CentraCare. Taste of Monticello: food vendors All food vendors must serve their food from the park. Food trucks must set up in designated parking spots behind the dumpster along River St. They can only prepare food from the truck and carry it down to the booth in the park. City Equipment & Assistance Requested: (30) Picnic Tables set up near Taste of Monticello/Lion's Den and in front of the patio near the log shelter for guests to listen to music, eat and rest. (5) orange cones to block off driveway on east end of the park. No parking signs near Shuttle Bus drop off and pick up area. Shuttle Stop sign and bench setup for riders near restrooms. Shuttle Stop will be at the boat landing parking lot. Please put up a sign for boaters to show that the ramp will be closed all day on Saturday, July 12' for the safety of our guests. Event Banner & Sponsor Banner hung up at park entrance off Washington Ave. (banners will be supplied by the Chamber) 2E (6) MONTCHA-08 MSHARPE DATE (MM/DDIYYYY) AFRO CERTIFICATE OF LIABILITY INSURANCE 2/6/2025 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. 1 If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER WQ cT Meghan Sharpe Christensen Group, Inc. E 1 FAX 9855 W 78th Street (A/C, No, Ext): (763) 271 $164 1 (a/c, No): Suite 100Ess: msharpe@christensengroup.com Eden Prairie, MN 55344-8004 INSURERISI AFFORDING COVERAGE NAIC # i INSURER A: West Bend Ins Co 15350 INSURED INSURER B : Monticello Chamber Of Commerce I INSURER C : PO Box 192 i INSURER D : Monticello, MN 55362 INSURER E INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH 'OLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE A DD Syy B POLICY NUMBER POLICY EFF POLICY EXP LIMITS 7AR (MM/DDIYYYY) IMM/DDIYYYYI n X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS -MADE X OCCUR 1078042 4/20/2024 4/20/2025 DAMAGE TO REoccurrence) $ 300'000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY 7 JECT LOC OTHER. AUTOMOBILE LIABILITY ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS AUTOS ONLY AUTO ONED UMBRELLA LIAB OCCUR EXCESS LIAB HCLAIMS-MADE DED I I RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECU I IVE OFFICER/MEMBER EXCLUDED? N I A (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below MED EXP (Any one person) PERSONAL & ADV INJURY I GENERAL AGGREGATE 1 $ PRODUCTS - COMP/OP AGG I $ I$ COMBINED SINGLE LIMIT $ BODILY INJURY (Per person) $ BODILY INJURY JPer accident) I $ PROPERTY DAMAGE (Per accident) $ $ EACH OCCURRENCE $ i AGGREGATE I $ $ STATUTE I I EERH I I E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEEI $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) CERTIFICATE HOLDER Evidence of Coverage CANCELLATION 1,000,000 2,000,000 2,000,000 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE /—i.. / ' 1 ACORD 25 (2016/03) 01988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 2E (7) TASTE OF MONTICELLO VENDORS nn Fad drip of n�rkinv Int V r UVi < 'n Vuj Z „ N a' O 0 Ln = m w V N O > N 00 � Z G) J O W O a, Wo 0 LA D_ z 22 O m Ln o � C-) v \ �� / T O A o'� a m * r A m n n D 0 rn z Z Q 7D v+ n � m m rn W N D --j 4n v Z Ln o z 0 m C Z D i N Z G) Ln m -i z J I �o I --j I 00 0 00 0 00 N O W N N w w N I 00 A 0 � w 'oo u' aV1 A 0 al M I n In v I O) m al .01 Ln oo I A N cn m Ln w 0 N oo rQ wm nR Q N I 1 Ln O N I" N N I. w U'I N F, Ln I" 00 cy) N f 0 I, J 00 d ■ l tD tD -. W N cgs L__-_u D � 3 ■mw m � n K � Ln '3AV NOlJNIHSVM fD cu V1 0 O CL c rD > fD 0 O 3 S fD 0U m fD 7 3 b b oi o i VQ p rn VD'1 m Ln m m -I m z 0 O D z Gl (7 m Z � C D rD m O _ + DZ O 77 :3. aq z Gl C r C O rt T 0 Ln W of City Council Agenda: 4/28/2025 2F. Consideration of approving a Special Event Permit allowing use of West Bridge Park, closing of West River Street, and related assistance and approving a temporary liquor license for the VFW Post 8731 for Party in the Park on July 10, 2025. Applicant: Monticello Chamber of Commerce and Industry Prepared by: City Clerk Reviewed by: N/A ACTION REQUESTED Meeting Date 4/28/2025 Approved by: City Administrator ® Consent Agenda Item ❑ Regular Agenda Item Motion to approve a special event permit allowing use of West Bridge Park, West River Street and related assistance for Party in the Park on July 10, 2025, and approving a temporary liquor license for the VFW Post 8731 for the event. The special event permit approval is contingent on continued site coordination with the Parks & Recreation and Street Departments and notification of adjacent property owners by the permit holder. REFERENCE AND BACKGROUND The City Council is asked to consider approving a special event permit for Party in the Park on Thursday, July 10, 2025, from 5 — 8 p.m. The Chamber is requesting use of West Bridge Park for the event. In addition, the applicant requests the following City assistance: • "No Parking" signs posted at parking lots in West Bridge Park (7 a.m. —10 p.m. on July 10) • 20 Cones (7 a.m. on July 10) • Pedestrian crosswalk markers (3 p.m. on July 10) • 10 Trash receptacles • 30 8' tables • 20 chairs • 10 trash cans • 25 picnic tables (9 a.m. on July 10) • 1 Stop for Pedestrians in Crosswalk Sign • No parking signs/handicap signs on West River Street The Chamber will coordinate utility locates with Public Works and is working with Wright County Sheriff's Office for law enforcement services during the event. I. Budget Impact: Potential for minor loss of rental revenue. 1 City Council Agenda: 4/28/2025 II. Staff Workload Impact: Staff impacts as noted above and include drop-off and pickup of barricades, placement of "No Parking" signs, picnic tables, and trash/recycling receptacles. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION Staff recommend approving the Special Event Permit contingent on -site coordination with Public Works and the Parks and Recreation Departments and verification of notification of adjacent property owners by the permit holder. SUPPORTING DATA A. Application B. Event Map 2F (1) t CITY OF'1'IOYTICELLO City Clerk 505 Walnut Street, Suite I Monticello, MN 55362 (763) 295-271 1 inio!u N1onticcllo` 1N.iov Property Address Property Legal Description Property ID Number 1 Owner Name Owner Address Owner Phone Owner Email Applicant Name Applicant Address Applicant Phone Applicant Email Name of Event Location/Address of Event Dates & Times of Event PROPERTY INFORMATION 107 River St W Monticello, MN 55362 West Bridge Park PROPERTY OWNER INFORMATION City of Monticello 1 505 Walnut Street Suite 1 Monticello, MN 55362 763-295-2711 Special Event Permit Application Checklist info@monticello.mn.us APPLICANT INFORMATION Monticello Chamber of Commerce & Industry 118 W 6th St. Suite B PO Box 192, Monticello, MN 55362 763-295-2700 into@monticellocci.com a Party in the Park I West Bridge Park 107 River St W Monticello, MN 55362 1 Thursday, July 10, 2025; 5- 8 PM Complete Application Required The review and consideration of an application submitted shall only occur if such application includes all items that are required in support of the application and is deemed complete by the City Clerk's Office. Application Submission Schedule Application, required information, and payment must be submitted no later than 30 working days prior to desired approval date. Application Information Applicants shall note that in addition to a special event permits, any liquor license or permit, sign permits and building permits for tents may also be required and are not included within the special event permit application and approval. Any requested use of City facilities, City staff resources, City equipment, and/or City property (including rights of way) and/or any requested waiver of application fee or park rental fees requires review and approval by the City Council. In addition, events which occur after 10 PM may requires review and approval by the City Council as related to noise ordinances. Please provide clear information in the application regarding these requests. 1 2F (2) APPLICANT CHECK APPLICATION SUBMITTAL REQUIREMENTS a---- - A written narrative including: 1. A description of the proposed special event, how it will function on the property, hours and dates of operation, and any other information necessary to fully describe the request; and 2. An explanation of how the proposed special event will meet each of the review criteria specified by code (on reverse), as well as any additional criteria that may apply for the specific use. 3. Any requested use of City facilities, City staff resources, City equipment and City property (including rights of way) and/or any requested waiver of application fee or park rental fees requires review and approval by the City Council A site plan showing all information necessary to accurately depict how the proposed use will function on the site. Information required on the site plan shall include but not be limited to: 1. The location of all existing and proposed structures; 2. Driveways and parking areas; 3. Proposed storage spaces; 4. Natural features such as woodlands, wetlands, shorelines, etc; 5. Proposed number of parking spaces (if applicable). If deemed necessary by the Community Development Department, a survey may be required to be submitted with the application in addition to a site plan. Any event proposing to erect a temporary tent structure is required to obtain a permit from the Monticello Department of Building and Safety and Code Enforcement. Certificate of insurance/liability coverage. Electronic copies of all written narratives and plan sets required above. Application fee: $50 $25 —for non-profit/charitable organization Special Event Review Process CITY CHECK -IN 1 • The City Clerk will review all applications. • Applications determined to conform with the approval criteria outlined in Monticello Zoning Code Section 2.4(L)(4)(a) and listed below shall be approved by the Community Development Department with any conditions deemed necessary. A copy of the approved permit shall be provided to the applicant which includes all conditions and comments. • Applications not conforming with the approval criteria outlined in Section 2.4(L)(4)(a) shall be denied by the Community Development Department. • A notice of denial shall be provided to the applicant which includes all identified reasons for denial. 2F (3) Special Event Temporary Use Permit Approval Criteria Approval of a Special Event Permit shall only be granted once the City Clerk has determined the use shall: • Not be detrimental to property or improvements in the surrounding area or to the public health, safety, or general welfare; • Be compatible with the principal uses taking place on the site; • Not have substantial adverse effects or noise impacts on nearby residential neighborhoods; • Not include permanent alterations to the site; • Not maintain temporary signs associated with the use or structure after the activity ends; • Not violate the applicable conditions of approval that apply to a site or use on the site; • Not interfere with the normal operations of any permanent use located on the property; and • Contain sufficient land area to allow the temporary use, structure, or special event to occur, as well as adequate land to accommodate the parking and traffic movement associated with the temporary use, without disturbing environmentally sensitive lands. • Not create an unreasonable risk of significant: 1. Damage to public or private property, beyond normal wear and tear; 2. Injury to persons; 3. Public or private disturbances or nuisances; 4. Unsafe impediments or distractions to, or congestion of, vehicular or pedestrian travel; S. Additional and impracticable or unduly burdensome police, fire, trash removal, maintenance, or other public services demands; and 6. Other adverse effects upon the public health, safety, or welfare. The special event shall not be of such a nature, size, or duration that the particular location requested cannot reasonably accommodate the event. The special event shall not conflict with another permitted special event at the same location in a manner that will negatively impact the public health, welfare, or safety. Special Event Temporary Use Permit Conditions of Approval In approving the Special Event Permit, the City Clerk's Office is authorized to impose such conditions upon the issuance of the permit as may be necessary to reduce or minimize any potential adverse impacts upon other property in the area, as long as the condition relates to a situation created or aggravated by the proposed special event. The Community Development Department is authorized, where appropriate, to require: 1. Provision of temporary parking facilities, including vehicular access and egress. 2. Control of nuisance factors, such as but not limited to, the prevention of glare or direct illumination of adjacent properties, noise, vibrations, smoke, dust, dirt, odors, gases, and heat. 3. Regulation of temporary buildings, structures and facilities, including placement, height and size, location of equipment and open spaces, including buffer areas and other yards. 4. Provision of sanitary and medical facilities. 5. Provision of solid waste collection and disposal. 6. Provision of security and safety measures. 7. Use of an alternative location or date for the proposed special event. 8. Modification or elimination of certain proposed activities. 9. Regulation of operating hours and days, including limitation of the duration of the special event to a shorter time period than that requested or specified in this subsection. 10. Submission of a performance guarantee to ensure that any temporary facilities or structures used for such proposed special event will be removed from the site within a reasonable time following the event and that the property will be restored to its former condition. 3 2F (4) Duration of Permit A temporary use permit for a special event authorized in accordance with this subsection shall be limited to a maximum duration of 14 days per site per calendar year, unless otherwise specifically authorized by the City Clerk. Property Owner's Statement I am the fee title owner of the described property and I agree to this application. I certify that I am in compliance with all ordinance requirements and conditions regarding other City approval that have been previously granted. (Signature) (Date) Applicant's Statement This application shall be processed in my name and I am the party whom the City should contact regarding the application. I have completed all of the applicable filing requirements and I hereby acknowledge that I have read and fully understand the applicable provisions of the City Ordinances and current policies related to this application and that the documents and information I have submitted are true and correct. (Signature) CITY APPROVAL (City Clerk Signature) (Community Development or Building Dept Signature) Special Event Permit Approval is granted with the following conditions: Internal review checklist (as applicable): Public Works Routing Law Enforcement Notification Building Department (Tents) Monticello Community Center Room/Park Reservations Post -Approval Routing/Requirements Applicant Public Works Law Enforcement Notification City Clerk Monticello Community Center Room/Park Reservations Liability Insurance Certificate Received Surrounding Property Owner Notification Complete �5/1-3 (Date) (Date) (Date) Approved ❑ I Denied ❑ Admin 1 Parks I Streets Director 4 2F (5) Party in the Park (Downtown Block Party) Information Sheet New Date: Thursday, July 10th 2025 Attachments provided: Time: 5:OOPM - B:OOPM Layout of Party in the Park Location: New: West Bridge Park, 107 River St W Monticedllo, F Certificate of Insurance - Event See attached map Certificate of Insurance - Liquor by Monticello VFW Overview: The Party in the Park is being sponsored by all interested downtown and Chamber businesses. This event is being hosted by the Chamber of Commerce. It is open to the public and is with the purpose of promoting the downtown area, bringing awareness to the public of all of the businesses located downtown and as a way to bring the community togLether for a day of inexpensive fun. Insurance Information: Event Insurance - Insurance for the event has been, secured through the sponsorship of the Monticello Chamber of Commerce and Christensen Group Insurance. The City of Monticello has been named as additional insured on the policy See attached event insurance information. Liquor Service & Insurance - The Monticello VFW is providing the permit & insurance and will be at the event. They will have a representative at the event to oversee the sale of beer at the event. We have secured one officer from the Wright County Sherrifs Office as well as two reserves who will be on -site from 5:00-8:00pm The Monticello VFW has a liquor license, and liquor liability insurance which will name The City of Monticello as additional insured for this event. See attached licenses and insurance information. Parking Lot Closing Information: We are requesting the temporary closing of West River Street between 25 and Walnut Thursday, July 10th from 3 pm - 9:00 PM. This will ensure safe walking for guests to the event. Citv Equipment and Assistance Requested: See attached site map for details. Assistance We are asking the city for assistance in the following ways - Place as indicated the following items No Parking Signs at the parking lots in West Bridge Park by 7AM on Thursday. 7/10/2025 Cones 7AM on Thursday 7/10/2025 Pedestrian crossing markers 3pm on Thurs.7/10/2025 Picnic tables 9AM on Thurs. 711012025 Equipment 30 8' tables needed for non profit booths 20 Chairs (10)Trash Cans (25)Picnic Tables (10)orange cones (1)Stop for Pedestrians in Cross Walk Signs No Parking Signs/Handicap signs along River St 2F (6) MONTCHA-08 MSHARPE r l I DATE (MWDDffYYY) A`CO�R� CERTIFICATE OF LIABILITY INSURANCE 2/612025 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER (c M�nCT Meghan Sharpe Christensen Group, Inc. (Np1 Fax 9855 W 78th Street (A/CONNo, Ert): (763) 271-6164 (A/C, No): Suite 100 DRESS: msharpe@christensengroup.com Eden Prairie, MN 553"-8004 INSURERS) AFFORDING COVERAGE NAIC # INSURERA:West Bend Ins Co 15350 INSURED I INSURER B : Monticello Chamber Of Commerce INSURER C : PO BOX 192 INSURER D : Monticello, MN 55362 INSURER E INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLIC ES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADOL SUER POLICY EFF POLICY EXP LIMITS L TYPE OF INSURANCE Iry$p yVyp POLICY NUMBER rMMIDD/YYYYI IMMIDD/YYYYI X COMMERCIAL GENERAL LIABILITY EACH 9C��J(2� JJ $ 1,000,0001 1078042 4120J2024 4/20/2025 DAMAGE QRFf�T D 300,0001 CLAIMS -MADE L� OCCUR P E I occurrence) $ _ MED EXP (Any one person) $ I _ PERSONAL BADVINJURY $ 1,000,0001 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,0001 POLICY C EC�JLOC 2,000,OOOIJT I OTHER. $ I AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT accident) S ANY AUTO BODILY INJURY (Per person) I $ I OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJUPERpRY /Per accident) I $ I AUTOS ONLY AUTO ONLYY I (Re rr ccidZt) AMAGE Is I 1 UMBRELLA LWB OCCUR j H EACH OCCURRENCE $ EXCESS LIAB CLAIMS -MADE AGGREGATE $ I DED ! RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY PER OERH Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERIMEMBER EXCLUDED? N I A I E.L. EACH ACCIDENT $ (Mandatory In NH) I ( E.L. DISEASE - EA EMPLOYEEI $ If Yes, describe under DESCRIPTION OF OPERATIONS below I E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Evidence of Coverage THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 2F (7) Alcohol & Gambling Enforcement Minnesota Department of Public Safety Alcohol and Gambling Enforcement Division 445 Minnesota Street, Suite 1600, St. Paul, MN 55101 651-201-7507 TfY 651-282-6555 APPLICATION AND PERMIT FOR A 1 DAY TO 4 DAY TEMPORARY ON -SALE LIQUOR LICENSE Name of organization IUSS Dorchester VFW Post 8731 Organization Address (No PO Boxes) 1713 S Cedar A Name of person making application (Kim Petersen (General Manager) Date(s) of event duly 10-13 2025 Organization officer's name ('Troy Stegora (Commander) Organization officer's name (Cathy Osterbauer (Sr Vice Commander) Organization officers name (Ron Widell (Quarter Master) Location where permit will be used. If an outdoor area, describe. Party in the Park- West Bridge Park Monticello, MN 55362 Date of organization Tax exempt number I I I 1-1366566 City State Zip Code (Monticello I IMN 1155362 Business phone Home phone I [763-295-3792 11 Type of organization ❑ Microdistillery ❑ Small Brewer I ❑X Club X❑ Charitable ❑ Religious ❑ Other non-profit City State Zip Code I (Monticello I IMN I (55362 City State Zip Code I (Monticello I IMN I 155362 City State Zip Code (Monticello I IMN I [.55362 If the applicant will contract for intoxicating liquor service give the name and address of the liquor license providing the service. USS Dorchester VFW Post 8731 713 S Cedar St, Monticello, MN 55362 If the applicant will carry liquor liability insurance please provide the carrier's name and amount of coverage. North Risk Partners $1,000,000 APPROVAL APPLICATION MUST BE APPROVED BY CITY OR COUNTY BEFORE SUBMITTING TO ALCOHOL AND GAMBLING ENFORCEMENT City or County approving the license Date Approved Fee Amount Permit Date Event in conjunction with a community festival ❑ Yes ❑ No City or County E-mail Address Current population of city Please Print Name of City Clerk or County Official Signature City Clerk or County Official CLERKS NOTICE: Submit this form to Alcohol and Gambling Enforcement Division 30 days prior to event No Temp Applications faxed or mailed. Only emailed. ONE SUBMISSION PER EMAIL, APPLICATION ONLY. PLEASE PROVIDE A VALID E-MAIL ADDRESS FOR THE CITY/COUNTY AS ALL TEMPORARY PERMIT APPROVALS WILL BE SENT BACK VIA EMAIL. E-MAIL THE APPLICATION SIGNED BY CITY/COUNTY TO AGE. TEMPORARYAPPLICATIONC&STATE.MN.US 505 Walnt2f (&)treet, Suite 1 Monticello, MN 55362 (763) 295-2711 00444206 03/18/2025 11:27 AM Monticello Chamber of Commerce Special Event Permits Total 25.00 25.00 Tendered: Check 5141 25.00 Change 0.00 $0.00 City of Monticello Thank you! 4j Y. ,, ` ` ✓�3I/�Uj Sr r � �� PWI N ��- City Council Agenda: 4/28/2025 2G. Consideration of approving a Special Event Permit allowing use of West Bridge Park and the closing of the parking lot and West River Street for the Young Professionals Back Yard BBQ Bag Tournament on June 12, 2025. Applicant: Monticello Chamber of Commerce and Industry Prepared by: Meeting Date: ® Consent Agenda Item City Clerk 4/28/2025 ❑ Regular Agenda Item Reviewed by: Approved by: Parks, Arts & Recreation Director, Parks City Administrator Superintendent, Street Superintendent ACTION REQUESTED Motion to approve a special event permit allowing use of West Bridge Park for the Young Professionals Back Yard BBQ Bag Tournament on June 12, 2025. REFERENCE AND BACKGROUND The Chamber of Commerce applied for a Special Event Permit to host a barbeque and bean bag tournament at West Bridge Park on June 12, 2025, from 5 — 8 p.m. They request use of the park from 3 — 9 p.m. to allow volunteers to set-up and tear -down the event. The Chamber also requests the following items from the City: • 15 picnic tables (9 a.m. on June 12) • 6 eight -foot tables (9 a.m. on June 12) • 20 chairs • 10 trash cans • 10 orange cones set up on both ends of the park (7 a.m. on June 12) • "No parking" signs in West Bridge Lot and along River Street by (7 a.m. on June 12) • Handicap signs along River Street • 1 Stop for Pedestrians in Crosswalk Sign (3 p.m. on June 12) I. Budget Impact: Potential for minor loss of rental revenue. II. Staff Workload Impact: Staff will assist with preparation prior to the event. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommend approving the Special Event Permit. SUPPORTING DATA 1 City Council Agenda: 4/28/2025 A. Application B. Event Map 2G (1) CITY OF MONTICELLO City Clerk 505 Walnut Street, Suite I Monticello Monticello, MN 55362 (763) 295-271 1 info at MonticelloMN.gov PROPERTY INFORMATION Property Address 107 River St W Monticello, MN 55362 Property Legal Description West Bridge Park Property ID Number Owner Name Owner Address Owner Phone Owner Email Applicant Name Applicant Address Applicant Phone Applicant Email Name of Event Location/Address of Event Dates & Times of Event Special Event Permit Application Checklist PROPERTY OWNER INFORMATION City of Monticello 505 Walnut Street Suite 1 Monticello, MN 55362 763-295-2711 info@monticello.mn.us APPLICANT INFORMATION Monticello Chamber of Commerce & Industry 118 W 6th St. Suite B PO Box 192, Monticello, MN 55362 763-295-2700 info@monticellocci.com Young Professionals Monticello Back Yard Bar B Que Bags Tournament West Bridge Park 107 River St W Monticello, MN 55362 Thursday, June 12, 2025; 5- 8 PM Complete Application Required The review and consideration of an application submitted shall only occur if such application includes all items that are required in support of the application and is deemed complete by the City Clerk's Office. Application Submission Schedule Application, required information, and payment must be submitted no later than 30 working days prior to desired approval date. Application Information Applicants shall note that in addition to a special event permits, any liquor license or permit, sign permits and building permits for tents may also be required and are not included within the special event permit application and approval. Any requested use of City facilities, City staff resources, City equipment, and/or City property (including rights of way) and/or any requested waiver of application fee or park rental fees requires review and approval by the City Council. In addition, events which occur after 10 PM may requires review and approval by the City Council as related to noise ordinances. Please provide clear information in the application regarding these requests. 1 2G (2) APPLICANT APPLICATION SUBMITTAL REQUIREMENTS I CITY CHECK -IN CHECK A written narrative including: 1. A description of the proposed special event, how it will function on the property, hours and dates of operation, and any other information necessary to fully describe the request; and 2. An explanation of how the proposed special event will meet each of the review criteria specified by code (on reverse), as well as any additional criteria that may apply for the specific use. 3. Any requested use of City facilities, City staff resources, City equipment and City property (including rights of way) and/or any requested waiver of application fee or park rental fees requires review and approval by the City Council A site plan showing all information necessary to accurately depict how the proposed use will function on the site. Information required on the site plan shall include but not be limited to: 1. The location of all existing and proposed structures; 2. Driveways and parking areas; 3. Proposed storage spaces; 4. Natural features such as woodlands, wetlands, shorelines, etc; 5. Proposed number of parking spaces (if applicable). If deemed necessary by the Community Development Department, a survey may be required to be submitted with the application in addition to a site plan. Any event proposing to erect a temporary tent structure is required to obtain a permit from the Monticello Department of Building and Safety and Code Enforcement. Certificate of insurance/liability coverage. Electronic copies of all written narratives and plan sets required above. Application fee: $50 $25 —for non-profit/charitable organization Special Event Review Process • The City Clerk will review all applications. • Applications determined to conform with the approval criteria outlined in Monticello Zoning Code Section 2.4(L)(4)(a) and listed below shall be approved by the Community Development Department with any conditions deemed necessary. A copy of the approved permit shall be provided to the applicant which includes all conditions and comments. • Applications not conforming with the approval criteria outlined in Section 2.4(L)(4)(a) shall be denied by the Community Development Department. • A notice of denial shall be provided to the applicant which includes all identified reasons for denial. 2G (3) Special Event Temporary Use Permit Approval Criteria Approval of a Special Event Permit shall only be granted once the City Clerk has determined the use shall: • Not be detrimental to property or improvements in the surrounding area or to the public health, safety, or general welfare; • Be compatible with the principal uses taking place on the site; • Not have substantial adverse effects or noise impacts on nearby residential neighborhoods; • Not include permanent alterations to the site; • Not maintain temporary signs associated with the use or structure after the activity ends; • Not violate the applicable conditions of approval that apply to a site or use on the site; • Not interfere with the normal operations of any permanent use located on the property; and • Contain sufficient land area to allow the temporary use, structure, or special event to occur, as well as adequate land to accommodate the parking and traffic movement associated with the temporary use, without disturbing environmentally sensitive lands. • Not create an unreasonable risk of significant: 1. Damage to public or private property, beyond normal wear and tear; 2. Injury to persons; 3. Public or private disturbances or nuisances; 4. Unsafe impediments or distractions to, or congestion of, vehicular or pedestrian travel; 5. Additional and impracticable or unduly burdensome police, fire, trash removal, maintenance, or other public services demands; and 6. Other adverse effects upon the public health, safety, or welfare. The special event shall not be of such a nature, size, or duration that the particular location requested cannot reasonably accommodate the event. The special event shall not conflict with another permitted special event at the same location in a manner that will negatively impact the public health, welfare, or safety. Special Event Temporary Use Permit Conditions of Approval In approving the Special Event Permit, the City Clerk's Office is authorized to impose such conditions upon the issuance of the permit as may be necessary to reduce or minimize any potential adverse impacts upon other property in the area, as long as the condition relates to a situation created or aggravated by the proposed special event. The Community Development Department is authorized, where appropriate, to require: 1. Provision of temporary parking facilities, including vehicular access and egress. 2. Control of nuisance factors, such as but not limited to, the prevention of glare or direct illumination of adjacent properties, noise, vibrations, smoke, dust, dirt, odors, gases, and heat. 3. Regulation of temporary buildings, structures and facilities, including placement, height and size, location of equipment and open spaces, including buffer areas and other yards. 4. Provision of sanitary and medical facilities. 5. Provision of solid waste collection and disposal. 6. Provision of security and safety measures. 7. Use of an alternative location or date for the proposed special event. 8. Modification or elimination of certain proposed activities. 9. Regulation of operating hours and days, including limitation of the duration of the special event to a shorter time period than that requested or specified in this subsection. 10. Submission of a performance guarantee to ensure that any temporary facilities or structures used for such proposed special event will be removed from the site within a reasonable time following the event and that the property will be restored to its former condition. 2G (4) Duration of Permit A temporary use permit for a special event authorized in accordance with this subsection shall be limited to a maximum duration of 14 days per site per calendar year, unless otherwise specifically authorized by the City Clerk. Property Owner's Statement I am the fee title owner of the described property and I agree to this application. I certify that I am in compliance with all ordinance requirements and conditions regarding other City approval that have been previously granted. (Signature) (Date) Appik ant's Statement This application shall be processed in my name and I am the party whom the City should contact regarding the application. I have completed all of the applicable filing requirements and I hereby acknowledge that I have read and fully understand the applicable provisions of the City Ordinances and current policies related to this application and that the documents and information I have submitted are true and correct. (Signature) `r c� C_l"�-�� (Date) 3 I13 CITY APPROVAL (City Clerk Signature) (Date) (Community Development or Building Dept Signature) (Date) Special Event Permit Approved ❑ Denied ❑ Approval is granted with the following conditions: Internal review checklist (as applicable): Public Works Routing Admin I Parks I Streets Director Law Enforcement Notification Building Department (Tents) Monticello Community Center Room/Park Reservations rements Applicant Public Works Law Enforcement Notification City Clerk Monticello Community Center Room/Park Reservations Liability Insurance Certificate Received Surrounding Property Owner Notification Complete YOUN �6essionals Monticello Back Yard Bar B Que Bags Tournament Information Sheet Date: Thursday, June 12, 2025 Time: 5:OOPM - 8:OOPM Location: West Bridge Park, 107 River St W Monticello, MN Certificate of Insurance - Event Overview: This outdoor tournament will feature a friendly competition of bean bag toss (also known as cornhole), great food, and opportunities for networking in a relaxed and social atmosphere. Event Goals: Community Engagement: Provide a welcoming environment for young professionals to connect, engage, and build relationships within Monticello. Awareness & Promotion: Highlight the Monticello Young Professionals Group, its mission, and the benefits of involvement for career growth and community impact. Support Local Business: Encourage participation from local businesses through sponsorships, team sign-ups, and vendor opportunities. Fun & Entertainment: Offer a lively event that combines competition, good food, and social interaction to strengthen community ties. This event aims to create a sense of belonging and camaraderie while showcasing the value of young professionals in Monticello's economic and social landscape. Insurance Information: Event Insurance - Insurance for the event has been secured through the sponsorship of the Monticello Chamber of Commerce and Christensen Group Insurance. The City of Monticello has been named as additional insured on the policy See attached event insurance information. Liquor Service & Insurance - Nordic Brew Pub is providing the permit & insurance and will be at the event. They will have a representative at the event to oversee the sale of beer at the event. We have secured one officer from the Wright County Sherrifs Office as well as two reserves who will be on -site from 5:00-8:OOpm Nordic Brew Pub has a liquor license, and liquor liability insurance which will name The City of Monticello as additional insured for this event. Food Service - Food service for the event will be provided by a food truck. Parkinq Lot Closing Information: We are requesting the temporary closing of West River Street between 25 and Walnut Thursday, June 12th from 3pm-9:00 PM. This will ensure safe walking for guests to the event Citv Equipment and Assistance Requested: See attached site map for details. Assistance We are asking the city for assistance in the following ways - Place as indicated the following items No Parking Signs at the parking lots in West Bridge Park by 7AM on Thursday. 6/12/2025 Cones 7AM on Thursday 6/12/2025 Pedestrian crossing markers 3 pm on Thurs 6/12/2025 Picnic tables 9AM on Thurs. 6/12/2025 Equipment 8' ta6/es 20 Chairs (10) Trash Cans (15) Picnic Tables (10) orange cones (1) Stop for Pedestrians in Cross Walk Signs No Parking Signs/Handicap signs along River St City Council Agenda: 4/28/2025 2H. Consideration of approving a five -near lease agreement with the Monticello Chamber of Commerce and Industry for an office suite in the DMV Building located at 118 West 6th Street Prepared by: City Clerk Reviewed by: Finance Director ACTION REQUESTED Meeting Date 4/28/2025 Approved by: City Administrator ® Consent Agenda Item ❑ Regular Agenda Item Motion to approve a five-year lease agreement with the Monticello Chamber of Commerce and Industry for an office suite in the DMV building located at 118 West 61" Street. PREVIOUS COUNCIL ACTION February 14, 2022: Approved a three-year lease agreement with the Monticello Chamber of Commerce and Industry for office space in the DMV Building. REFERENCE AND BACKGROUND The Monticello Chamber of Commerce and Industry is a valued community partner. The organization currently rents one of the second -floor suites in the City -owned DMV building located at 118 West 6t" Street. Additionally, they occasionally utilize one of the other upper - level suites for larger meetings. Much of the proposed lease agreement remains the same; however, there are a limited number of changes to note: • The initial lease term was three years. Staff propose the new agreement be for five years. • The lease payment proposed is an increase of $125 per quarter. Annually, the Chamber will pay $2,500 rather than the current $2,000. • The lease also notes they will be allowed to use Suite C (room across the hall on the East side of the building) for up to 15 hours per month. Any additional hours will be charged the non-profit rate per the City's fee schedule. The Chamber of Commerce Board of Directors approved the proposed lease at their board meeting April 8, 2025. 1 City Council Agenda: 4/28/2025 Budget Impact: The lease outlines a quarterly rental fee of $625 or $2,500 per year into the DMV fund. This is intended to offset some of the cost for maintenance and utilities of the building. II. Staff Workload Impact: Minimal. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION Staff recommend approving the five-year lease with the Monticello Chamber of Commerce and Industry for an office suite in the DMV building. SUPPORTING DATA • Updated Lease Agreement Lease Agreement This Lease Agreement ("Lease") is made and entered into this day of , 2025, by and between the City of Monticello, a Minnesota municipal corporation ("Lessor") and the Monticello Chamber of Commerce and Industry, a Minnesota nonprofit corporation ("Lessee"). Lessor leases and lets to Lessee that part of the DMV premises (Suite B) situated at 118 West Oh Street, Monticello, Minnesota, described as part of Lots 9 and 10, Block 5, Original Plat of Monticello, Wright County, Minnesota, identified as the "Chamber of Commerce" on Exhibit A attached hereto within the building ("Building" containing approximately 600 square feet (need to confirm) of rentable space, hereinafter referred to as the "Leased Premises"). The Lessor and Lessee have identified certain improvements to the Lease Premises that both parties with to have constructed. The Lessor will be responsible for structural and fixture improvements and Lessee shall be responsible for painting, carpet, and finishing items. The Lessor's facilities manage shall coordinate and approve the improvements and prepare an itemization of allocated costs prior to undertaking the work. The term of this Lease shall be for a period of five (5) years and ending April/May, 2030, unless otherwise earlier terminated as provided herein. This Lease may be extended by supplemental written agreement regarding the extended term, rent and other conditions. The Lease is subject to the following terms and conditions: Rent. Lessee agrees to pay, without demand by Lessor, the sum of $2,500.00 annually, to be billed quarterly at an amount of $625.00. 2. Use of Premises. The premises shall not be used by the Lessee for any purpose other than Chamber of Commerce activities without the written permission of Lessor. Lessee will be granted use of Suite C at an amount of 15 hours per month. Any additional hours, the Lessee will be charged at the non-profit rate established in the Lessor's fee schedule. 3. Alterations and Improvements. The Lessee shall make no alterations to the Building on the Leased Premises or construct any building or make any other improvements to Leased Premises without the prior written consent of Lessor. 4. Maintenance and Repair and Utilities. The Lessor shall be responsible for all normal repairs and incidental maintenance of the Building and grounds, including garbage service. The Lessor shall also be responsible for all utilities including heat, electricity, sewer, and water. The Lessor shall keep the exterior of the Leased Premises in reasonable repair during the term of this Lease and shall maintain the grounds and snow removal of public sidewalks on the Leased Premises. The Lessee shall be responsible for payment of phone, internet, cable, or other telecommunication services. The Lessee shall be responsible for its own office furnishings and equipment within the Leased Premises. 5. Insurance. The Lessor shall maintain insurance coverage on the Building structure, and the Lessee shall be responsible for maintaining insurance coverage on any personal property or contents within the Building. The Lessee shall also provide and maintain in force public liability insurance coverage and name the Lessor as a co-insured. 6. Waiver of Subrogation. All insurance policies carried by either party pursuant to this Lease shall contain clauses by which the insurer waives all subrogation rights which it may have against either party hereto and against their respective insurers. The parties hereto, on behalf of themselves and their respective insurers, waive such subrogation rights. In addition to the foregoing, the Lessee agrees to name the Lessor as an additional insured on the insurance policies required hereunder. 7. Hold Harmless. The Lessee shall hold Lessor harmless from any damage suffered by any person arising out of Lessee's use or control of the Leased Premises and shall defend Lessor against any claims against Lessor arising from Lessee's use of or control over the Leased Premises. 8. Taxes. Lessor will be responsible for the real estate taxes during the terms of this Lease, if any. 9. Assignment and Subletting. The Lessee shall not assign this Lease or sublet any concession or license to use the Leased Premises or any part thereof without written permission of the Lessor. 10. Default. If any default is made in payment of rent, or any part thereof, at the time specified, or if any default is made in performance of or compliance with any other term or condition hereof, this Lease, at the option of the Lessor, may be terminated. Lessee agrees to pay all of the Lessor's costs, including reasonable attorney's fees, in the event legal action is necessary to obtain possession of the premises. The Lessor reserves the right to terminate this Lease and the Lessee's use of the Leased Premises upon ninety (90) days written notice. 11. Applicable Law. The Lessee shall abide by all applicable statutes, administrative regulations, and ordinances covering Lessee's use of the Leased Premises. 12. Heirs and Assigns. The covenants and conditions herein contained shall apply to and bind the heirs, legal representatives, and assigns of the parties hereto, and all covenants are to be construed as conditions of this agreement. IN WITNESS WHEREOF, the parties hereto have executed this Lease Agreement. CITY OF MONTICELLO CHAMBER OF COMMERCE City Administrator Executive Director Date: Date: City Council Agenda: 4/28/2025 21. Consideration of authorizing the purchase of two 2025 Ford F-350s from Midwav Ford and truck accessories from North Central Upfitting & Iron Vallev Truck Equipment for a total of $145,916.62 plus applicable license and registration fees Prepared by: Meeting Date: ® Consent Agenda Item Parks, Arts and Recreation Director 4/28/2025 ❑ Regular Agenda Item Reviewed by: Approved by: Parks Superintendent, Finance Director City Administrator ACTION REQUESTED Motion to authorize the purchase of two 2025 Ford F-350s from Midway Ford and truck accessories from North Central Upfitting & Iron Valley Truck Equipment for a total of $145,916.62 plus applicable license and registration fees. REFERENCE AND BACKGROUND The Parks and Recreation Department requests City Council authorization to purchase two 2025 Ford F-350 trucks with accessories to facilitate operations. In compliance with the City's purchasing policy, staff requested quotes for the trucks, and Midway Ford provided the lowest quotes through state contract. Quotes received are as follows: Dealer Midway Cornerstone Morries Truck #1 $57,012.47 $58,412.84 Truck #2 $55,173.15 $56,21.84 $58,747.05 (tax added to quote) $55,420.03 (vehicle tax added to quote) The proposed new vehicles will fulfill specific roles within the department's operations. One truck will be outfitted with a service body, commonly referred to as a contractor body, and will primarily be utilized by the Special Projects Manager. A quote for the service body was sought using the state contract. Only one quote was received because staff seek to maintain consistency with existing truck accessories. Dura Mag units are engineered for interchangeability, and the drawer and vertical compartments are designed to fit the department's existing Dura Mag irrigation truck features and the new model. The proposed configuration will allow storage and transportation of tools, equipment, and materials City Council Agenda: 4/28/2025 necessary for playground repairs and park building service tasks, effectively transforming the truck into a mobile workshop with organized storage capabilities. The second truck will maintain its factory box and will be equipped with a Tommy liftgate system, designed to facilitate loading and unloading heavy or bulky items. This vehicle will be employed daily for park maintenance tasks. The proposed purchases will facilitate replacement of current vehicles currently in the fleet: a Ford F-150 and a Ford F-250, both of which were purchased new in 2007. If new vehicles are approved, the two existing trucks will be sold at public auction. Budget Impact: The 2025 budget for the Central Equipment Fund includes $165,000 for the acquisition of the two trucks along with necessary upfitting equipment. II. Staff Workload Impact: N/A III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION Staff recommend the purchase of two 2025 Ford F-350s from Midway Ford and truck accessories from North Central Upfitting & Iron Valley Truck Equipment. SUPPORTING DATA A. Midway Ford State Contract quote B. Cornerstone Auto discounted quote C. Morries of Buffalo discounted quote D. North Central Upfitting State Contract quote E. Iron Valley Equipment State Contract quote F. Picture of trucks #209 & 214 Midway Ford Commercial Fleet and Government Sales 2777 N. Snelling Ave. Roseville MN 55113 2025 F350 4X4- Crew Cab- 6.75' Box Standard Travis Swanson 651-343-5212 tswanson(a�rosevillemidwavford.com Fax # 651-604-2936 Automatic Transmission 40/20/40 Vinyl Front Seat Rubber Floor Covering Dual Front Air Bags Air Conditioning Black Bumpers w/Rear Step Tow Hitch LT245/75r17 E All Season Tires Matching Full Size Spare Tire Tilt Wheel Shift on Fly 4x4 6.8L V8 Sync Power Windows/Locks Rear View Camera Options Code Price 18" Steel Wheels(Required) 64F $414 LT275/70r18E AT Tires TDX $241 XL Chrome Package 96V $205 Snow Plow/Camper Package 47B $277 Block heater 41 H $173 Vehicle Integration 18A $364 Dual Batteries 86M $191 Exterior Colors Code Select 410 Amp Alternators 67B $104 Antimatter Blue Metallic HX LED Box Lighting 66L $54 Race Red PQ Brake Controller 52B $273 Agate Black UM Running Boards 18B $405 Carbonized Gray Metallic M7 LED Roof Clearance Lights $592 $87 Avalanche DR Spray -In Bedliner 85S $542 Oxford White Z1 Rear Slider w/defrost(Required) $435 $368 Green Gem Metallic($600.00) W6 x Privacy Glass $924 $28 120V Outlet 43C $160 Worksurface 52S $128 Extended Service Contracts Cost Select Remote Start 76S $228 7 year/75,000 mile $2,970 Upfitter Switches 66S $150 PremiumCare Warranty Front/Rear Wheel Well Liners 61 N $296 Snow Plow Prep Charge $795 Mud Flaps 61S $119 Diesel Upcharge $1,295 Green Gem W6 $600 Fleet Identification Number (FIN) Option Total $5,407 PO # Totals Base Price $47,618.00 Options Price Totals $5,407.00 Extended Warranty Name of Organization Trade In Transit Impr Excise Tax $20.00 Tax Exempt Lic $47.00 Address 6.875% Sales Tax $3,645.47 Document fee $275.00 Sub total per vehicle $57,012.47 City, State, Zip Number of Vehicles 1 Grand Total for all units $57,012.47 Acceptance Signature Contact Person/ Phone # Print Name and Title Date Contact's e-mail address and fax # Midway Ford Commercial Fleet and Government Sales 2777 N. Snelling Ave. Roseville MN 55113 2025 F350 4X4- Super Cab- 8' Box Automatic Transmission Dual Front Air Bags AM/FM Radio Tow Hitch Tilt Wheel Sync Power Windows Options 18" Steel Wheels(Required) LT275/70r18E AT Tires XL Chrome Package Snow Plow/Camper Packagf Block heater Vehicle Integration Dual Batteries 410 Amp Alternators LED Box Lighting Brake Controller Running Boards LED Roof Clearance Lights Rear Slider w/defrost(Requir Privacy Glass 120V Outlet Worksurface Back-up Alarm Upfitter Switches Front/Rear Wheel Well Liner Mud Flaps Green Gem Option Total Base Price Options Price Totals Extended Warranty Transit Impr Excise Tax Tax Exempt Lic 6.5% Sales Tax Document fee Sub total per vehicle Number of Vehicles Grand Total for all units Acceptance Signature Code 64F TDX 96V 47B 41H 18A 86M 67B 66L 52B 18B $592 $435 $924 43C 52S 76C 66S 61N 61S W6 1 I 10 i'll Standard 40/20/40 Vinyl Front Seat Standard Base Upholstery 4-Wheel ABS Brakes Air Conditioning LT245/75r17 E All Season Tires Cruise Control Power Locks Price Select $414 x $241 x $205 x $277 x $173 x Travis Swanson 651-343-5212 tswanson(a)rosevillemidwavford.com Fax # 651-604-2936 Front Tow Hooks Rubber Floor Covering Black Bumpers w/Rear Step Matching Full Size Spare Tire 6.8L V8 Rear View Camera $364 x Exterior Colors Code Select $191 x Antimatter Blue Metallic HX $104 x Race Red PQ $54 x Agate Black UM $273 x Carbonized Gray Metallic M7 $405 x Avalanche) DR $87 x Oxford White Z1 $368 x Green Gem ($600.00) W6 x $28 x $160 x $128 x Extended Service Contracts Cost Select $200 x 7 year/75,000 mile $3,400 $150 x PremiumCare Warranty $296 x (Bumper to Bumper) $119 x $600 x $4,837 You must have a active FIN code to participate in this Totals purchase contract : FIN code # 1 $46,467.00 Purchase Order required prior to order placement $4,837.00 PO # $20.00 $47.00 $3,527.15 Name of Organization $275.00 $55,173.15 1 Address $55,173.15 1 City, State, Zip Contact Person/ Phone # Print Name and Title Date Contact's e-mail address and fax # QUOTE for 2 Ford F350s www.cornerstoneauto.com 17219 Highway 10 NW Elk River, MN 55330 COO Preview Order L130 - X3B 4x4 Super Cab SRW: Order Summary Time of Preview: 04/10/2025 11:14:33 Receipt: NA Dealership Name: Cornerstone Ford Sales Code : F58590 Dealer Rep. Leonel Gonzalez Type Fleet Vehicle Line Superduty Order Code L130 Customer Name Monticello Priority Code E1 Model Year 2025 Price Level 525 DESCRIPTION MSRP DESCRIPTION MSRP F350 4X4 SUPERCAB PICKUP/164 $51925 POWER SLIDING REAR WINDOW $405 164 INCH WHEELBASE $0 SNOWPLOW PREP/CAMPER PACKAGE $305 TOTAL BASE VEHICLE $51925 TRAILER BRAKE CONTROLLER $300 GREEN GEM $660 INTERIOR WORK SURFACE $140 CLOTH 40/20/40 SEAT $100 ROOF CLEARANCE LIGHTS $95 MEDIUM DARK SLATE $0 JACK $0 PREFERRED EQUIPMENT PKG.610A $0 WHEEL WELL LINERS FRONT & REAR $325 .XL TRIM $0 SPLASH GUARDS - FRONT $130 .AIR CONDITIONING -- CFC FREE $0 SPLASH GUARDS - REAR $0 .AM/FM STEREO MP3/CLK $0 STEEL ROAD WHEELS-18" $455 .6.81- DEVCT NA PFI V8 ENGINE $0 LED BOX LIGHTING $60 10-SPEED AUTO TORQSHIFT-G $0 UPFITTER SWITCHES $230 LT275/70R18E BSW ALL TERRAIN $265 410 AMP DUAL ALTERNATOR $115 3.73 RATIO NON LTD SLIP AXLE $0 REMOTE START SYSTEM $250 JOB #1 ORDER $0 DUAL BATTERY $210 FRONT LICENSE PLATE BRACKET $0 PRIVACY GLASS $100 VEHICLE INTEGRATION SYSTEM 2.0 $400 XL CHROME PACKAGE $325 PLATFORM RUNNING BOARDS $445 FOG LAMPS $0 11800# GVWR PACKAGE $0 SPECIAL FLEET ACCOUNT CREDIT $0 ENGINE BLOCK HEATER $190 FUEL CHARGE $0 50 STATE EMISSIONS $0 PRICED DORA $0 BACKGLASS DEFROST $0 ADVERTISING ASSESSMENT $0 120W400W OUTLET $175 DESTINATION & DELIVERY $2095 MSRP TOTAL BASE AND OPTIONS $59700 DISCOUNTS NA TOTAL $59700 ORDERING FIN: QY779 END USER FIN: QY779 Cornerstone Ford Fleet Discount-$3,178.16 NET Sale Price $56,521.84 Preview Order L131- W313 44 Crew Cab SRW: Order Summary Time of Preview: 04/10/2025 11:46:01 Receipt: NA Dealership Name: Cornerstone Ford Sales Code : F58590 Dealer Rep. Leonel Gonzalez Type Fleet Vehicle Line Superduty Order Code L131 Customer Name Monticello Priority Code E1 Model Year 2025 Price Level 525 DESCRIPTION MSRP DESCRIPTION MSRP F350 4X4 CREW CAB PICKUP/160 $53200 SNOWPLOW PREP/CAMPER PACKAGE $305 160 INCH WHEELBASE $0 TRAILER BRAKE CONTROLLER $300 TOTAL BASE VEHICLE $53200 INTERIOR WORK SURFACE $140 GREEN GEM $660 ROOF CLEARANCE LIGHTS $95 CLOTH 40/20/40 SEAT $315 JACK $0 MEDIUM DARK SLATE $0 WHEEL WELL LINERS FRONT & REAR $325 PREFERRED EQUIPMENT PKG.610A $0 SPLASH GUARDS - FRONT $130 .XL TRIM $0 SPLASH GUARDS - REAR $0 .AIR CONDITIONING -- CFC FREE $0 STEEL ROAD WHEELS-18" $455 .AM/FM STEREO MP3/CLK $0 LED BOX LIGHTING $60 .6.81- DEVCT NA PFI V8 ENGINE $0 UPFITTER SWITCHES $230 10-SPEED AUTO TORQSHIFT-G $0 410 AMP DUAL ALTERNATOR $115 LT275/70R18E BSW ALL TERRAIN $265 REMOTE START SYSTEM $250 3.73 RATIO NON LTD SLIP AXLE $0 TOUGH BED SPRAY IN BEDLINER $595 JOB #1 ORDER $0 DUAL BATTERY $210 FRONT LICENSE PLATE BRACKET $0 PRIVACY GLASS $100 VEHICLE INTEGRATION SYSTEM 2.0 $400 XL CHROME PACKAGE $325 PLATFORM RUNNING BOARDS $445 FOG LAMPS $0 11499# GVWR PACKAGE $0 SPECIAL FLEET ACCOUNT CREDIT $0 ENGINE BLOCK HEATER $190 FUEL CHARGE $0 50 STATE EMISSIONS $0 PRICED DORA $0 BACKGLASS DEFROST $0 ADVERTISING ASSESSMENT $0 120W40OW OUTLET $175 DESTINATION & DELIVERY $2095 POWER SLIDING REAR WINDOW $405 MSRP TOTAL BASE AND OPTIONS $61785 DISCOUNTS NA TOTAL $61785 Cornerstone Ford Fleet Discount-$3,372.16 NET Sale Price $58,412.84 MNia W�V QUOTE FROM MORRIES BUFFALO FORD FOR TWO FORD F350s Preview Order 2222 - W3B 4x4 Crew Cab SRW : Order Summary Time of Preview: 04/10/2025 13:46:35 Receipt: NA Dealership Name : Morrie's Buffalo Ford Sales Code: F58631 Dealer Rep. lCityrnonticel Michael Schuetz Type Fleet Vehicle Line Superduty Order Code 2222 ►n ICustoer Name Priority Code 1E1 Mod e1 Year 12025 Price Level 1525 DESCRIPTION MSRP F350 4X4 CREW CAB PICKUP1176 $53395 176 INCH WHEELBASE $0 TOTAL BASE VEHICLE $53395 GREEN GEM $660 CLOTH 40/20140 SEAT S315 MEDIUM DARK SLATE $0 PREFERRED EQUIPMENT PKG_610A $0 .XL TRIM $0 .AIR CONDITIONING — CFC FREE $0 .AM/FM STEREO MP3/CLK $0 .6.81- DEVCT NA PFt V8 ENGINE $0 1 "PEED AUTO TORQSHIFT-G $0 LT275/70RIBE BSW ALL TERRAIN $265 3.73 RATIO NON LTD SLIP AXLE $0 JOB #1 ORDER $0 FRONT LICENSE PLATE BRACKET $0 VEHICLE INTEGRATION SYSTEM 2.0 $400 PLATFORM RUNNING BOARDS $445 119009 GVWR PACKAGE $0 ENGINE BLOCK HEATER $190 50 STATE EMISSIONS $0 TOTAL BASE AND OPTIONS DISCOUNTS TOTAL SHIP TO : F58631 702 E. Highway 55, Buffalo, MN, 55313-1706 ORDERING FIN: QY779 END USER FIN: QY779 PO NUMBER: derek INCENTIVES: DESCRIPTION MSRP BACKGLASS DEFROST $0 120V140OW OUTLET $175 POWER SLIDING REAR WINDOW $405 SNOWPLOW PREPICAMPER PACKAGE $305 TRAILER BRAKE CONTROLLER $300 ROOF CLEARANCE LIGHTS $95 JACK $0 STEEL ROAD WHEELS-18" $455 LED BOX LIGHTING $60 UPFITTER SWITCHES $230 410 AMP DUAL ALTERNATOR $115 EXTERIOR BACKUP ALARM $220 PRICE CONCESSION INDICATOR 50 DUAL BATTERY $210 PRIVACY GLASS $100 XL CHROME PACKAGE $325 .FOG LAMPS $0 SPECIAL FLEET ACCOUNT CREDIT $0 FUEL CHARGE $0 PRICED DORA SO ADVERTISING ASSESSMENT $0 DESTINATION & DELIVERY $2095 MSRP $60760 969 NA % $60760 Preview Order 2222 -X3B 4x4 Super Cab SRW : Order Summary Time of Preview: 04/10/202513:48:15 Receipt: NA Dealership Name : Marrie's Buffalo Ford Sales Code: F58631 (Dealer Rep. Schuetz I IType Fleet I IVehiele Line Superduty 10rder Code (Customer Name (Michael CVMi%4ce1 I IPdority Code E1 12222 I (Model Year 2025 j(PriceLevel 525 I DESCRIPTION MSRP DESCRIPTION MSRP F3504X4SUPERCABPICKUP/164 $51925 120V/400W OUTLET S175 1641NCHWHPELBASE $0 POWER SLIDING REAR WINDOW $405 TOTAL BASE VEHICLE $51925 SNOWPLOW PREP/CAMPER PACKAGE 5305 GREEN GEM $660 TRAILER BRAKE CONTROLLER $300 CLOTH 40120140 SEAT 5100 ROOF CLEARANCE LIGHTS $95 MEDIUM DARK SLATE $0 JACK $0 PREFERRED EQUIPMENT PKG.610A $0 STEEL ROAD WHEELS-18' 5455 .XLTRIM $0 LED BOX LIGHTING $60 .AIR CONDITIONING — CFC FREE $0 UPFITTER SWITCHES $230 AMIFM STEREO MP3/CLK $0 410 AMP DUAL ALTERNATOR 5115 .6.81- DEVCT NA PFI VB ENGINE $0 EXTERIOR BACKUP ALARM $220 10-SPEED AUTO TORQSHIFT-G $0 PRICE CONCESSION INDICATOR $0 LT27WOR18E BSW ALL TERRAIN $265 OUAL BATTERY $210 3.73 RATIO NON LTD SLIP AXLE $0 PRIVACY GLASS Sim JOB #1 ORDER $0 XL CHROME PACKAGE $325 FORD FLEET SPECIAL ADJUSTMENT $0 FOG LAMPS $0 FRONT LICENSE PLATE BRACKET $0 SPECIAL DEALER ACCOUNT ADJUSTM $0 VEHICLE INTEGRATION SYSTEM 20 $4W SPECIAL FLEET ACCOUNT CREDIT $0 PLATFORM RUNNING BOARDS $445 FUEL CHARGE $0 11800#GVWRPACK4GE $0 NET INVOICE FLEET OPTION(B4A) $0 ENGINE BLOCK HEATER $190 PRICED DORA $0 50 STATE EMISSIONS SO ADVERTISING ASSESSMENT 50 BACKGLASS DEFROST $0 DESTINATION & DELIVERY $2095 TOTAL BASE AND OPTIONS DISCOUNTS TOTAL SHIP TO: F58631 702 E. Highway 56, Buffalo, MN, 55313�1706 ORDERING FIN: QY779 END USER FIN. QY779 PO NUMBERderek MSRP NA $59075 QUOTE NUMBER 25521 DATE February 13, 2025 EXPIRY DATE March 15, 2025 at 7:00 AM 13 NORTH CENTRAL FROM Jason Kiehm North Central Upfitting 25112 22nd Ave, St Cloud 4821 Mustang Circle, Mounds View www.northcentralinc.com PHONE (320) 2517252 FOR CITY OF MONTICELLO TO DEREK WIPPER TOMMYGATE & BOSS MOUNT, WIRING / FORD OR CHEVY TOMMYGATE G2-60-1542 EA38 1500LB WITH FOLDING ALUMINUM PLATFORM 213 LIFTGATE - PICKUP- Installation BOSS MOUNT BOSS WIRING 706 INSTALL MOUNT & WIRING ONLY Shop Supplies Total excluding tax TOMMYGATE IS IN STOCK 3,995.00 1,080.00 750.00 [c =1I17 [:U.11II11 40.00 6,939.00 IRONVALLEY E Q U I P M E N T CONTRACTOR & MUNICIPAL EQUIPMENT March 24th 2025 City of Monticello Derek Wipper Special Project Manager Monticello, MN Dear Derek, Iron Valley Equipment & Mfg - MN 601 Franklin Ave NE, St Cloud, MN 56304 320-281-3335 Iron Valley Equipment & Mfg - ND 1643 29th Ave S, Suite 36, Moorhead, MN 56560 701-353-5266 Derek.Wipper@ci.monticello.mn.us 763-314-0064 State Contract T-765(5) IRON VALLEY EQUIPMENT & MFG is pleased to provide the following quote: Duramag Aluminum Service Body 56" CA SRW All Aluminum Understructure with Extruded Box Tube Heavy Slam Latch Tailgate with Stainless Steel Lock Rods Extreme Duty .625 Interlocking Extruded Floor Fully Welded Construction —No Rivets, Screws, or Bolts to Come Loose Welded Fender Flares for Superior Strength and Rigidity Powder Coated —Standard: White LED Marker Lights LED Penny Light in Each Compartment LED Ultra -thin 5.5" Stop/Turn/ Tail/Backup body lights Inner Bed Walls and Exterior Top of Compartments-3/16 Smooth Sheet Adjustable Shelving in All Compartments (One Per Shelf) One Piece Sides Tread Plate Splash Guards on Front 40" Compartment Height Radius Corner Traditional Swing Doors Blind Compression T-Handles Heavy Duty Hidden Hinges OEM Plug & Play Wire Harness - Body End Upfit Hardware Kit S-Series Aluminum Service Body - Swing Doors T-765(5) Truck: Body Components and Custom Bodies 2.2 80" x 104" 56" C/A SRW, Pickup Delete $11,343.00 2.20 Plug N Play Electrical Harness - Chassis/truck Specific $109.00 2.21 Fuel Fill & Fuel Neck Chassis/Truck Specific $328.00 2.22 Installation Kit for Service Bodies $227.00 Shop Labor for install 12 hours @125.00 $1500.00 2.43 Additional Compartment Shelf 2 @ 153 Each $306.00 2.44 Additional Divider for Service Body Shelf 10@8 Each $80.00 2.52 Bumper Vise Mount $269.00 2.56 Aluminum Grab Handle 2 @118 Each $236.00 2.62 Drawer Unit for 56 CA SRW 1st Vertical Compartment; $1765.00 20Wx13Dx19H; (4) 3" + (1) 5" Cargo/Cantilever Racks 2.75 Modular Cargo/Ladder Rack for 90" - 104" Service $2,981.00 Bodies; Adjustable Rear & Center Cross Bars, Cross Bars w/ Slide Channel for Accessories, Horizontal Bars in Front Rack for Window Protection 2.78 Installation of Cargo Rack $550.00 Service Body Truck Rack 2.95 Magnum SB Truck Rack with STT/BU Lights $782.00 2.98 Male Pigtail - Rack Side $99.00 2.99 Female Pigtail - Chassis Side $99.00 2.100 Installation of Headache Rack $250.00 2.21 Ultra Bright 6 Inch Wide Rectangular LED Spot Light $480.00 2@$340.00 Each Bumper & Hitch Options 2.101 8" Service Body Bumper - Tapered Corners - Non -Skid $888.00 Black - SRW 2.106 Installation of Bumper $200.00 NIC Paint Custom * - Code :W6 - Gem Green $3000.00 2.15 10 Class 1 LED Surface Mount Warning Lights, Installed $1,800.00 NIC Back up camera - install OEM NIC Trade Credit for OEM Box Total Please feel free to contact me with any questions. Michael Vollmers 612-272-8245 This quote is valid for 5 days after the date issued. Down Payment of 50% is required with order. All taxes and Title including FET are additional. $0 -$500.00 $26, 792.00 * Exterior of the Service body will be changed to the above color. The interior of the service body will remain white. Color change may not be an exact match due to aluminum body and metallic flake. Acceptance of Quotation I hereby authorize Iron Valley Equipment to complete work as outlined on this Quotation. Full payment will be due upon completion of the project, or delivery of products. I agree to the payment terms. I also acknowledge that I am authorized by the Company listed to complete this transaction on behalf of the Company. Printed Name Signature Date SUPPORTING DATA - TRUCK PHOTOS 0 923-393 > 4 i M., SUPPORTING DATA - TRUCK PHOTOS City Council Agenda: 4/28/2025 2J. Consideration of authorizing the purchase of a 2025 F-350 from Midwav Ford and a service body from Twin Star Equipment for a total amount of $68,785 plus license and registration fees Prepared by: Meeting Date: ® Consent Agenda Item Utilities Superintendent 4/28/2025 ❑ Regular Agenda Item Reviewed by: Approved by: Public Works Director, Finance Director City Administrator ACTION REQUESTED Motion to authorize the purchase of a 2025 Ford F-350 from Midway Ford in the amount of $52,135 and a service body from Twin Star Equipment in the amount of $16,650, for a total cost of $68,785 plus license and registration fees. REFERENCE AND BACKGROUND The 2025 Water Fund budget includes funds to replace the Utilities Department's 2008 F-450. The new truck will be used for daily operations and maintenance of the City's utility systems. The added service body allows operators the ability to carry and easily access the tools needed for day-to-day system and emergency operations. The existing 2008 F-450 is equipped with a crane that is utilized to pull lift station pumps and other equipment. While the proposed 2025 F-350 will replace the daily use of the existing truck, the 2008 F-450 and crane will be retained and utilized as a service truck primarily for pump maintenance functions. The following quotes were received for the proposed F-350: • Morries Ford Buffalo - $52,248 • State Contract - Midway Ford — $52,135 Two additional quotes were solicited from Ryan Chrysler, Dodge, Jeep, and Ram in Monticello and Cornerstone Ford in Elk River. Ryan couldn't provide a vehicle that met specifications and Cornerstone Ford never responded with a quote. A service body from Twin Star Equipment was purchased with the last vehicle for the Utilities Department, and staff propose to purchase a similar service body. A state contract price of $16,650 was received for the service body. Because this item is on the state contract and is under $25,000, the City's purchasing policy does not require additional quotes. City Council Agenda: 4/28/2025 Budget Impact: The 2025 Water Fund budget includes $75,000 for the replacement. Additional fees for license and registration will be paid directly to Monticello DMV upon completion of the paperwork after the sale. II. Staff Workload Impact: N/A III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION Staff recommend purchasing the 2025 Ford F-350 with service body in the quoted amount of $68,785 plus license and registration fees. SUPPORTING DATA • Quotes 2J (1) J 4 Preview Order 22-22 - X3B U4 Super Cab SRW : Order Summary Time of Preview: 03/18/202510:09:32 Receipt; NA Dealership Name; Morrie's Buffalo Ford Sales Code. F58631 Dealer Rep. Michael Schuetz Type Fleet IVehicia Line Supenduty I IOrder Code 2222 Customer Name City of mono IPrlority Code of IMadel Year 12025 1.. Le�ei 1525 DESCRIPTION MSRP DESCRIPTION MSRP F350 4X4 SUPERCAB PICKUP1164 $55450 50 STATE EMISSIONS $0 164 INCH WHEELBASE $0 SNOWPLOW PREPICAMPER PACKAGE $305 TOTAL BASE VEHICLE $55450 AM/FM STEREO MP3ICLK $0 ANTIMATTER BLUE $0 ROOF CLEARANCE LIGHTS $95 40/20/40 CLOTH SEAT $0 JACK $0 MEDIUM DARK SLATE $0 UPFITTER SWITCHES $230 PREFERRED EQUIPMENT PKG.613A $0 410 AMP DUAL ALTERNATOR $115 .XLT TRIM $0 EXTERIOR BACKUP ALARM $220 .6.8L DEVCT NA PFI V8 ENGINE $0 PRICE CONCESSION INDICATOR $0 10SPEED AUTO TORQSHIFT-G $0 DUAL BATTERY $210 LT275170R18E B5W ALL TERRAIN $265 SPECIAL DEALER ACCOUNT ADJUSTM $0 4.30 ELECTRONIC -LOCKING AXLE $430 SPECIAL FLEET ACCOUNT CREDIT $0 JOB #1 ORDER $0 FUEL CHARGE $0 FORD FLEET SPECIAL ADJUSTMENT $0 NET INVOICE FLEET OPTION (134A) $0 FRONT LICENSE PLATE BRACKET $0 PRICED DORA $0 CARPET DELETE $-50 ADVERTISING ASSESSMENT $0 11BOW GVWR PACKAGE $0 DESTINATION & DELIVERY $2095 MSRP TOTAL BASE AND OPTIONS l$59365 DISCOUNTS (/ , NA t..I TOTAL / $59365 SHIP TO: F58631 V2 E. Highway 55, Buffalo, MN, 55313-1706 ORDERING FIN: QY779 END USER FIN: QY779 PO NUMBER: mat stang INCENTIVES: Acc. Code ID: 10 Contract/Ref #: 1M54S Description: undefined Concession Amount: $-1600.00 This order has not been submitted to the order bank. This is not an invoice. Midway Fo�jmmercial Fleet and 2ov�, nment Sales 2777 N. Snelling Ave. Roseville MN 55113 2025 F350 4X4- Super Cab- 8' Box XLT Automatic Transmission Dual Front Air Bags AM/FM Radio Tow Hitch Tilt Wheel Cruise 8 way Power seat Options 4.30 E-lock A/T Tires Snow Plow/Camper Pkg Dual Batteries 410 Amp Alternators Clearance Lights Carpet Delete Upfitter Switches Backup Alarm Running Boards Interior Work Surface Front Splash Gaurds Front Wheel Well Liners Trailer Brake Controller Defrost w/Privacy Glass Option Total Options Price Totals Extended Warranty Transit Impr Excise Tax Tax Exempt Lic 6.875% Sales Tax Document fee Sub total per vehicle Number of Vehicles Grand Total for all units Acceptance Signature Code X4M TDX 47B 86M 67B 592 166 66S 76C 18B 52S 61S 61L 52 B 43B Standard 40/20/40 Cloth Front Seat Standard Base Upholstery 4-Wheel ABS Brakes Air Conditioning LT275/65r18 E All Season Tires Power Windows Brake Controller Price $392 $241 $277 $191 $104 $87 -$46 $150 $200 $405 $128 $119 $164 Included $54 $2,466 Travis Swanson 651-343-5212 tswanson(abrosevillemidwavford.com Fax # 651-604-2936 Front Tow Hooks Carpet Floor Covering Chrome Bumpers w/Rear Step Matching Full Size Spare Tire 6.811- V8 Power Locks Select Exterior Colors Code Select x Antimatter Blue Metallic HX X x Race Red PQ x Agate Black UM x Carbonized Gray Metallic M7 x Avalanche+ DR x Oxford White Z1 x x x x Extended Service Contracts Cost Select x 7 year/75,000 mile $2,970 x PremiumCare Warranty x (Bumper to Bumper) x x $49,649.00 $2,466.00 $20.00 You must have a active FIN code to participate in this purchase contract : FIN code # I Purchase Order required prior to order placement PO # Name of Organization $52,135.00 1 Address $52,135.00 City, State, Zip Contact Person/ Phone # Print Name and Title Date Contact's e-mail address and fax # 2J (3) 1950 202"d Street East Clearwater, MN 55320 Office 320-558-2800 Fax 320-558-2809 Parts 320-558-2810 12/4/2024 Matt Strang City of Monticello All Pricing Per MN State Contract T-763(5) 763-272-2008 Dear Matt; Twin Star Equipment and MFG is pleased to provide the following quote: Dakota Bodies Gen 2 Aluminum Box Replacement: Aluminum Body Materials ILO Galvanneal .090 Aluminum - Main body material .125 Aluminum Tread- Brite - Compartment tops .063 Aluminum - Inner door panels .063 Aluminum - Outer door panels - 5/16" Aluminum continuous rod - Door Hinge Rod. Aluminum Door Hinge Sockets. (standard) .125 Aluminum - Wheel panels .125 Aluminum - Front bulkhead 18 gauge galvanized - Shelving installed on Aluminum Uni-Strut for infinite adjustment. 3/16" Smooth Aluminum - Floor 98" SRW 56"CA Aluminum Service Body $ 10,346.00 Rope lighting in all body compartments $ 434.00 8" SRW Service Body Bumper; Tapered Corners; Non -Skid Black (Includes Marker Lights, 4/7 Plug, Plate Light) $612.00 Installation of Service Body Bumper $440.00 CTECH Drawer Unit for 56 CA or 60 CA SRW Horizontal Compartment; 38Wx13Dx15H; (3) 3" + 4" Riser $1,772.00 Installation of Utility/Service Body as per MnDOT spec 1.0 $ 1,289.00 Total Package Price $14,893.00 Please feel free to contact me with any questions. Page 1 1 Adam Jarvinen M-349-8540 Items Not Listed On State Contract: Credit For Trade In Of Existing Pick Up Box ($500.00) Paint ILO Powder Coat, Blue Jean Metallic, Custom Match $2,257.00 This quote is valid for 10 days after date issued. All taxes, including FET are additional. 25% down payment required with order. Acceptance of Quotation: I hereby authorize Twin Star Equipment & Mfg to complete work as outlined on this Quotation. Full payment will be due upon completion of project, or delivery of products outlined. I agree to payment terms. I also acknowledge that I am authorized by the Company listed to complete this transaction on behalf of the Company. Printed Name Date Page 1 2 Title Signature City Council Agenda: 4/28/2025 2K. Consideration of authorizing Kimlev Horn to prepare a Draft Alternative Urban Areawide Review Order and Scoping Document and to conduct an Alternative Urban Areawide Review as related to a proposed 550-acre technologv campus proposed by Monticello Tech LLC Prepared by: Community Development Director Reviewed by: N/A ACTION REQUESTED Meeting Date 4/28/2025 Approved by: City Administrator ® Consent Agenda Item ❑ Regular Agenda Item Motion to authorize Kimley Horn to prepare a Draft Alternative Urban Areawide Review Order and Scoping Document and to conduct an Alternative Urban Areawide Review as related to a proposed 550-acre technology campus proposed by Monticello Tech LLC, contingent on execution of an escrow agreement for review and coordination expenses for said documents. REFERENCE AND BACKGROUND The City of Monticello determined that the preparation of an Alternative Urban Areawide Review (AUAR) Scoping Document and full AUAR study is required for the proposed development of an approximately 550-acre technology campus. The proposed campus and subject of the AUAR lies south of 85t" Street and east of TH 25 within the Monticello Orderly Annexation Area. An AUAR is a study document which provides an evaluation of the environmental impacts of future development, and the opportunity to manage and mitigate those impacts. The information and comments from an AUAR process assist communities as they contemplate local planning and zoning decisions. Minnesota Rules part 4410.3610 details the requirements for when preparation of an environmental review is required, such as an AUAR. The proposed Monticello Tech LLC technology campus meets the State's mandatory requirements for an environmental review process. The environmental review process is managed by the Responsible Government Unit (RGU) as specified in Minnesota Rules. The City of Monticello is the RGU for this AUAR per both the rules and the terms of the current Monticello Orderly Annexation Agreement. An AUAR Scoping Document is an additional step in the AUAR process required under specific provisions of Minnesota Rules and precedes the full AUAR study. An AUAR Scoping Document reviews different development scenarios and their resulting impact on the environment of their City Council Agenda: 4/28/2025 community before the development occurs. The AUAR Order component is the formal initiation of the study and defines the project boundary and nature, location and intensity of development and is considered "Draft" in the Scoping stage of the AUAR process. Subpart 5a of Minnesota Rules part 4410.3610 requires an initial AUAR Scoping Document where any specific project meets a mandatory Environmental Impact Statement (EIS) requirement or comprises at least half of the area proposed to be studied by the AUAR document. The Monticello Tech LLC concept for a technology campus as initially proposed meets both requirements for an AUAR Scoping Document. The initial concept narrative suggests the ability to accommodate 2-3 million square feet of technology or data center uses. This square footage of light industrial use meets the EIS threshold. In addition, over 50% of the 550-acre campus area is proposed for the data center/technology uses. The AUAR Scoping Document will review the environmental considerations of at least two development scenarios, one that is as proposed in the Monticello Tech concept and one that is consistent with the 2040 comprehensive plan for light industrial uses. The purpose of an AUAR Scoping Document is to suggest additional development scenarios and relevant issues to be analyzed in the full AUAR review. The Scoping Document includes a public notification and review period. Comments received may suggest alternatives or other projects proposed to be included in the review, including development at sites outside of the proposed geographic boundary. The comments must provide reasons why a suggested development scenario or alternative to a specific project is potentially environmentally superior to those identified in the RGU's draft order. Monticello Tech LLC requested that the City authorize the use of Kimley Horn for the preparation of the AUAR, including the draft Order and Scoping AUAR. Kimley Horn's experience with the AUAR process and familiarity with the proposed project are cited in support of the authorization. The current motion for consideration includes authorization for Kimley Horn to also prepare the full AUAR document at such time as the Council considers issuance of the Final AUAR Order. As the City is the RGU, a review of the AUAR components and the management of the required regulatory process by WSB is recommended. As the City's designated environmental review consultant, WSB will coordinate the required notices, publication(s), and public comment processes, and the review of the documents in support of state law and the City's requirements and goals. Pending Council authorization to prepare the Draft Order and AUAR Scoping Document, a series of steps will be taken as outlined in the rules and draft schedule. Some of these will require further Council consideration and action. This will include future consideration to proceed to order the full AUAR study document. City Council Agenda: 4/28/2025 Budget Impact: Monticello Tech LLC will pay Kimley Horn for their services in preparing the AUAR. The costs for WSB to review the AUAR Scoping Document and provide the required notifications and comments process are proposed to be covered through an escrow agreement with Monticello Tech LLC. The escrow agreement and WSB's proposal for review are the subject of subsequent Council items. II. Staff Workload Impact: City Development Services and Engineering staff will be directly involved in the review of the AUAR Order and Scoping Document. III. Comprehensive Plan Impact: The Monticello 2040 Vision + Plan's Implementation Chapter includes a goal which supports growth into the "Orderly Annexation Area when development is proposed or planned contiguous to city boundaries, sensitive open space lands are protected and thoughtfully incorporated into the development pattern, and the land is serviced by appropriate utility and transportation systems" and when development plans "minimize impacts to mature landscaping, water features and environmentally sensitive areas". An AUAR process considers these factors for development scenarios and provides management strategies in this interest. STAFF RECOMMENDED ACTION As the Responsible Governmental Unit (RGU), staff recommends alternative 1. Preparation of the various AUAR components is required by law and provides the City, public agencies, and the public the opportunity for comment on the environmental considerations of the proposed project. SUPPORTING DATA A. Letter of Request B. Environmental Quality Board "Quick Reference: Alternative Urban Areawide Review" C. Draft AUAR Schedule i $!%& 1 '1 +# ++)/' 0), 278 6+ %9%: # +/0 (, + +'2+ 1 *)')3 0 +'!0 !!!*2# 0 �NNESO',, o� oo Quick Reference: Alternative Urban Areawide Review ZrAL Q\) �� Quick Reference: Alternative Urban Areawide Review (AUAR) The AUAR process is a hybrid of the Environmental Assessment Worksheet (EAW) and Environmental Impact Statement (EIS) review processes. Responsible Governmental Units (RGU) can use an AUAR as a planning tool to understand how different development scenarios will affect the environment of their community before the development occurs. The process is designed to look at the cumulative impacts of anticipated development scenarios within a given geographic area. The AUAR document uses a list of questions adapted from the EAW form, but provides a level of analysis of typical urban area impacts comparable to an EIS. Environmental analysis information from an AUAR can be used to inform local planning and zoning decisions. This quick reference guide is meant to provide a brief overview of the AUAR process and the steps required to successfully complete an AUAR. For more detailed guidance on properly preparing an AUAR, please see the Recommended Content and Format Guide on the Environmental Quality Board (EQB) website. Please note that this quick reference guide is not intended to substitute for Minnesota Rules 4410. It is designed to help RGUs and others implement the environmental review process more effectively and efficiently. The guide does not alter the rules or change their meaning; if any inconsistencies arise between this guide and the rules, the rules take precedent. Please contact EQB Staff with any questions at Env.Revienastate.mn.us or 651-757-2873. Additional First Steps in AUAR Process for Certain Specific Large Projects (Minnesota Rules 4410.3610, Subpart 5a) Note: If you do not have a large project that meets the criteria described below, please see the AUAR Process Steps on page two. The 2009 Minnesota Rule amendments added additional required steps at the beginning of the AUAR process if the review will cover any specific projects that meet mandatory Environmental Impact Statement (EIS) requirements or comprise at least 50 percent of the geographic area to be reviewed. These steps include a public comment period on the scope of the AUAR review, specifically on the development scenarios and relevant issues to be covered. These steps must occur before a final order for review can be adopted. / RGU distributes draft \ RGU considers \ Government units and order for review for interested persons have comments when comments. Notice is 30 days to submit finalizing order for � published in the EQB comments to RGU review and adopts final Monitor (4410.3610 Subp. 5a Q order within 15 days of (4410.3610 Subp. 5a B) \ end of comment period (4410.3610 Subp. 5a D \ & El / RGU distributes final \ order and record of a decision to EQB and all commenters within 10 days of decision (4410.3610 Subp. 5a E) Updated December 2015 Page 1 ��NNESpAq o� oo Quick Reference: Alternative Urban Areawide Review tiAl y��rAt QVP\ AUAR Process Steps (Minnesota Rules 4410.3610, Subparts 3-5) Unless the AUAR includes additional first steps due to a large specific project as detailed on page one, the first step of the AUAR process is the adoption of an order for review by the RGU. The draft and final AUAR, along with the mitigation plan, are prepared and distributed for comments to ensure adequate review. A process for appeal to the EQB can be invoked by state agencies and the Metropolitan Council. RGU distributes / Reviewers have 30 days \ \ AUAR draft and from publication date in RGU adopts an order for / mitigation plan for EQB Monitor to submit review in preparation RGU develops draft AUAR comments. Notice is written comments to for the AUAR and mitigation plan published in the EQB RGU. Government units (4410.3610 Subp. 3 or (4410.3610 Subp. 4 & 5 A) Monitor may request a 15 day 4410.3610 Subp. 5a E) (4410.3610 Subp. 5 A) extension \ / (4410.3610 Subp. 5 B) C � W State Agencies and the Met Council have 10 days from RGU revises draft AUAR receipt of final AUAR and mitigation plan based documents to file an objection on comments and �5 (4410.3610 Subp. 5 D) distributes final documents to state agencies and Met Council CD(4410.3610 Subp. 5 C & D) RGU adopts final AUAR and mitigation Negotiations between RGU plan. Notice is Resolved and objecting agency published in the EQB (4410.3610 Subp. 5 F & G) Monitor Of (4410.3610 Subp. 5 E) Z o v eQ�a CD �e a v EQB action required to determine adequacy of AUAR documents (4410.3610 Subp. 5 H) Updated December 2015 Page 2 ��NNESpAq o� oo Quick Reference: Alternative Urban Areawide Review AUAR Update Process Steps (Minnesota Rules 4410.3610 Subpart 7) Minnesota Rules provide guidance on the circumstances that require an AUAR update. Regardless of any significant changes, the AUAR must be updated every five years until all of the development in the area has been approved. An AUAR update is generally a faster process than starting a new AUAR since the update process does not require a complete revision of the AUAR document. Instead, the update process requires that the AUAR document, along with the mitigation plan, be updated to the extent necessary to reflect the changes that have occurred in the area included in the review. The updated documents are distributed in a manner similar to a final AUAR except that the documents must be sent to all parties listed on the EAW distribution list and a notice must be published in the EQB Monitor. The process for appeal to the EQB can still be invoked by state agencies and the Metropolitan Council as in the normal AUAR process. RGU completes a draft update of the AUAR and mitigation plan (4410.3610 Subp. 5 D-H & Subp. 7) Updated December 2015 / \ / \ Reviewers have 10 RGU distributes AUAR days from publication draft and mitigation date in EQB Monitor plan update for to submit written comments. Notice is comments to RGU. published in the EQB State Agencies and the Monitor Met Council have 10 (4410.3610 Subp. 5 D days from receipt of & Subp. 7) / final AUAR documents to file an objection (4410.3610 Subp. 5 D) fis � CD �. RGU adopts final ` AUAR and mitigation Negotiations between RGU plan. Notice is Resolved and objecting agency published in the EQB (4410.3610 Subp. 5 F & G) Monitor + + (4410.3610 Subp. 5 E) z 0 v EQB action required Inadequate to determine adequacy of AUAR documents (4410.3610 Subp. 5 H) Page 3 Monticello Industrial AUAR Schedule TASK I START I END 1 AUAR Order Client / City review Draft AUAR Order and Scoping Document (2 weeks) KH revises Draft AUAR Order and Scoping Document Client / City review/KH Revises Draft AUAR Order and Scoping Document (1 week) City Council Meeting to Authorize Distribution to EQB KH submits Draft AUAR Order and Scoping Document to EQB Draft AUAR Order and Scoping Document published in EQB Monitor 30-day public comment period KH prepares Final AUAR Order and Scoping Document (1 week) Client / City review Final AUAR Order and Scoping Document (1 week) KH revises Final AUAR Order and Scoping Document Submit AUAR Order and Scoping Document to City (1 week prior to mtg) City adopts AUAR Order + Scoping Document at City Council meeting KH submits Final AUAR Order and Scoping Document to EQB Final AUAR Order and Scoping Document published in EQB Monitor AUAR and Mitigation Plan 120-day AUAR preparation process KH prepares Draft AUAR City/Client review Draft AUAR — 1 st Review (2 weeks) KH revises Draft AUAR (2 weeks) City/Client reviews Draft AUAR — 2"d Review (1 week) KH revises the Draft AUAR (5 days) Planning Commission Review of Draft AUAR City Council Authorization to submit Draft AUAR to EQB KH submits Draft AUAR to EQB Draft AUAR published in EQB Monitor 30-day public comment period KH prepares Final AUAR and responses to comments (1 week) Client/City review Final AUAR (1 week) KH revises Final AUAR/ City Reviews (1 week) City Council Authorization to submit Final AUAR to EQB KH submits Final AUAR to state agencies and Met Council and EQB Monitor 10-business day Final AUAR objection period (state agencies and the Met Council) Submit Final AUAR to City City adopts the Final AUAR at City Council meeting KH submits notice of adoption of Final AUAR to EQB and EQB distribution list Notice of adoption of Final AUAR published in EQB Monitor 5/12/2025 1 5/26/2025 5/26/2025 6/2/2025 6/2/2025 6/9/2025 6/9/2025 6/10/2025 6/17/2025 6/17/2025 7/17/2025 7/17/2025 7/24/2025 7/24/2025 7/31 /2025 7/31 /2025 8/4/2025 8/4/2025 8/11 /2025 8/12/2025 8/19/2025 8/11/2025 1 12/9/2025 6/17/2025 7/17/2025 7/31 /2025 8/14/2025 8/21 /2025 7/17/2025 7/31 /2025 8/14/2025 8/21 /2025 8/26/2025 9/2/2025 9/8/2025 9/9/2025 9/16/2025 9/16/2025 10/16/2025 10/ 16/2025 10/23/2025 10/23/2025 10/30/2025 10/30/2025 11 /4/2025 11 /10/2025 11 /11 /2025 11/18/2025 1 12/4/2025 12/4/2025 12/8/2025 12/9/2025 12/16/2025 City Council Agenda: 4/28/2025 2L. Consideration of approving a proposal from WSB for review and regulatory coordination for the Alternative Urban Areawide Review (AUAR) Scoping Document and Alternative Urban Areawide Review processes as related to a proposed 550-acre technologv campus and to approve an Escrow Agreement with Monticello Tech LLC for AUAR related expenses Prepared by: Community Development Director Reviewed by: N/A ACTION REQUESTED Meeting Date: 4/28/2025 Approved by: City Administrator ® Consent Agenda Item ❑ Regular Agenda Item Motion to approve a proposal from WSB for review and regulatory coordination for the Alternative Urban Areawide Review Scoping Document and Alternative Urban Areawide Review processes as related to a proposed 550-acre technology campus, and to approve an Escrow Agreement with Monticello Tech LLC for AUAR related review expenses. REFERENCE AND BACKGROUND The City Council is asked to approve a proposal from WSB for the coordination of the City's review of the Alternative Urban Areawide Review (AUAR) documents associated with a proposed 550-acre technology campus proposed by Monticello Tech LLC, and an agreement with Monticello Tech LLC to cover the related expenses incurred. The AUAR is a required environmental review process for the proposed development. The proposed campus and AUAR study area are located south of 85t" Street and east of TH 25 within the Monticello Orderly Annexation Area. The AUAR requirement is as specified in Minnesota Rules Chapter 4410. Responsible Governmental Unit (RGU) authority for an environmental review is specified by Minnesota Rules. The City will act as the RGU for this AUAR per the requirements of the rules for this type of AUAR and the terms of the current Monticello Orderly Annexation Agreement. Monticello Tech LLC requested that the City authorize the use of Kimley Horn for the preparation of the AUAR studies, including the initial Order and Scoping AUAR. However, as the City is the RGU, a review of the AUAR components and the management of the required regulatory notification and comment process by WSB is recommended. As the City's designated environmental review consultant, WSB's coordination and review supports the administration process for the required notices, publication(s), and public comment processes. It also City Council Agenda: 4/28/2025 facilitates review of the AUAR documents in support of state law and the City's requirements and goals. WSB prepared a proposal including administration for both the scoping and pending full AUAR components. It includes the required regulatory tasks for the City in its role as the RGU for the AUAR. WSB's proposal for services totals $27,460. The escrow agreement proposed between the City and Monticello Tech LLC provides that the expenses incurred by WSB for AUAR review and coordination, as well as the review of City staff, will be paid by Monticello Tech LLC. Budget Impact: Monticello Tech LLC will contract and incur the expenses for Kimley Horn's preparation of the AUAR. The costs for WSB to review the AUAR Scoping Document and manage the required notification and comment process on behalf of the City are proposed to be covered through the escrow agreement. II. Staff Workload Impact: City Development Services and Engineering staff will be directly involved in the review of the AUAR Order and Scoping Document. This time will also be coded to the escrow amount. III. Comprehensive Plan Impact: The Monticello 2040 Vision + Plan's Implementation Chapter includes a goal which supports growth into the "Orderly Annexation Area when development is proposed or planned contiguous to city boundaries, sensitive open space lands are protected and thoughtfully incorporated into the development pattern, and the land is serviced by appropriate utility and transportation systems" and when development plans "minimize impacts to mature landscaping, water features and environmentally sensitive areas." An AUAR process considers these factors for development scenarios and provides management strategies in this interest. STAFF RECOMMENDED ACTION Staff recommend approving the proposal and using WSB for the review and regulatory coordination. Acting as the City's designated environmental review consultant, WSB's work will support the review and administration of the AUAR process consistent with state law and the City's requirements and goals. The escrow agreement provides cost recovery for expenses associated with the preparation of the AUAR document for this proposed private development project. SUPPORTING DATA A. WSB Proposal, Monticello Tech AUAR B. Escrow Agreement, Monticello Tech LLC 2L (1) 2 0 U CD z W In U) M LO LO z w J J z m WSb' February 11, 2025 Ms. Angela Schumann City of Monticello 505 Walnut Street Monticello, MN 55362 RE: Updated Scope: RGU Review Assistance — Alternative Urban Areawide Review Dear Ms. Schumann: WSB is excited to provide the following scope of services to assist the City of Monticello with the Alternative Urban Areawide Review (AUAR) review process. The City is requesting assistance with review and distribution of the AUAR documents, as well as review of agency comments and preparation of the AUAR order and adoption documents as the City is the Responsible Government Unit (RGU) for the environmental review process. PROJECT UNDERSTANDING The City of Monticello expects to receive an AUAR for a study area that would contain a potential light industrial or data center use. This scope assumes review of up to two development scenarios, one of which is expected to be in conformance with the Comprehensive Plan. Review of any additional concept plans will require an amendment of this scope. WSB understands that the project will also require an additional "scoping" process, per MN Rule 4410.3610, Subpart 5a. The Scoping AUAR involves preparation of a draft AUAR Order and document that provides general information on the development scenarios and relevant issues that will be covered in the Draft AUAR. The draft AUAR Order and scoping document is distributed in a similar manner to an Environmental Assessment Worksheet (EAW). It is our understanding that the developer's consultant will prepare the Scoping, Draft, and Final AUAR for the city's review. SCOPE OF SERVICES A. Scoping AUAR and Draft AUAR Order a. Review and provide comments on the Scoping AUAR. WSB will provide review of all AUAR sections and associated studies, such as traffic. Comments will be provided as tracked changes in the word document provided by the developer. Appendices in PDF will be commented on within the PDF document. One round of review and comment are included with the Scoping AUAR. This task includes up to two (2) virtual meetings with the city and/or developer to review any comments. b. Review Draft AUAR Order for City Council agenda for distribution with the Scoping AUAR. Prepare and assist in distribution of notice to a local paper or other official public notice location regarding the Scoping AUAR comment period. Submit the Scoping AUAR to the EQB and review agencies on the EQB distribution list. c. Review agency comments on the Scoping AUAR and review the responses prepared by the developer. This assumes one round of review. d. Attend a City Council work session or council meeting to introduce the AUAR process. G1.Clients All\Monticello\Proposals\2024 Data Center AUAR Review\LTR - AUAR Review - 021125.docx 2L (2) Ms. Angela Schumann February 11, 2025 Page 2 B. Final AUAR Order a. Review Final AUAR Order and prepare the City Council agenda item. This is anticipated to occur within 15 days following the completion of the Scoping AUAR comment period. Note that adoption of the AUAR must occur at the first Council meeting following 120 days after the Final AUAR Order. b. Submit final order to EQB. C. Draft AUAR and Mitigation Plan a. Review and provide comments on the Draft AUAR and Mitigation Plan. Comments will be provided as tracked changes in the word document provided by the developer. Appendices in PDF will be commented on within the PDF document. One round of review and comment are included with the Draft AUAR. This task includes up to two (2) virtual meetings with the city and/or developer to review any comments. b. Prepare a Planning Commission and City Council agenda item and supporting documents related to the distribution of the Draft AUAR. This task includes attendance at the Planning Commission and City Council meeting. c. Prepare and assist in distribution of notice to a local paper or other official public notice location regarding the Draft AUAR comment period. Submit the Draft AUAR to the EQB and review agencies on the EQB distribution list. d. Review agency comments on the Draft AUAR and review the responses prepared by the developer. This assumes one round of review and up to two (2) virtual meetings to review comments. D. Final AUAR and Mitigation Plan a. Review and provide comments on the Final AUAR and Mitigation Plan. This assumes that the developer will update the document based on comments received during the Draft AUAR comment period. Comments will be provided as tracked changes in the word document provided by the developer. Appendices in PDF will be commented on within the PDF document. One round of review and comment are included with the Final AUAR. This task includes up to two (2) virtual meetings with the city and/or developer to review any comments. b. Following completion of the Final AUAR, WSB will submit the Final AUAR to the review agencies for review during a 10-day objection period. No noticing is anticipated. c. If no agency objections are received, WSB will prepare a City Council agenda item and supporting documents related to the adoption of the Final AUAR. Following adoption, WSB will submit the Final AUAR and adoption documentation to the EQB and review agencies. This task includes attendance at the City Council meeting, if requested. G1.Clients All\Monticello\Proposals\2024 Data Center AUAR Review\LTR - AUAR Review - 021125.docx 2L (3) Ms. Angela Schumann February 11, 2025 Page 3 SCHEDULE The final schedule will be dependent upon the developer's submittal of documents and completeness of those submittals, but WSB will generally provide comments on submitted documents within 2 weeks. PROPOSEDFEE The estimated cost provided is based on our project understanding and scope as described herein. The estimated cost of this project is not to exceed $27,460. The fee breakdown per task is generally summarized below. Task Description Fee Scoping AUAR and Draft AUAR Order $6,000 Final AUAR Order $710 Draft AUAR and Mitigation Plan $13,650 Final AUAR and Mitigation Plan $7,100 This letter represents our entire understanding of the project scope. If you have any questions about the proposed scope or fee, please contact me at 612.360.1320 or aharwood(@wsbena.com. If accepted, please begin the contract process. We are available to begin work once we receive signed authorization. Sincerely, Alison Harwood Director of Natural Resources cc: Jim Stremel G1.Clients All\Monticello\Proposals\2024 Data Center AUAR Review\LTR - AUAR Review - 021125.docx 2L (4) ESCROW AGREEMENT AGREEMENT made this 28th day of April, 2025, by and between the CITY OF MONTICELLO, a Minnesota municipal corporation ("City") and MONTICELLO TECH, LLC ("Developer"). RECITALS A. Developer has proposed development of land situated in the City and located in the vicinity of (the "Project Site") as more fully shown and described on Exhibit A hereto; B. Developer has asked the City to accept the preparation of an Alternative Urban Areawide Review ("AUAR") environmental review for the Project Site by consulting firm Kimley Horn. The City will require such AUAR preparation to be reviewed and all required notification and publication processes for the AUAR to be managed by the City's designated environmental consultant, WSB. C. The costs for the City's review and all required notification and publication processes for the Project Site AUAR by WSB shall be at the Developer's cost and expense. NOW THEREFORE, THE PARTIES AGREE AS FOLLOWS: 1. DEPOSIT OF ESCROW FUNDS. Contemporaneously with the execution of this Escrow Account, the Developer shall deposit $ 27,460.00_ with the City. All accrued interest, if any, shall be paid to the City to reimburse the City for its cost in administering the escrow account. 2. PURPOSE OF ESCROW. The purpose of the escrow is to reimburse the City for all out-of-pocket costs the City has incurred or will incur in meeting with the Developer, reviewing the concept, preparing engineering, planning, legal, and staff land reviews and all subsequent development review by the City. 3. DISBURSEMENT FROM ESCROW ACCOUNT. The City may draw from the escrow account from time to time without further approval of the Developer to reimburse the City for eligible expenses the City has incurred. The City shall periodically notify the Developer of the draws the City has made and the nature of the expense for which the reimbursement is being made. If the Escrow amount falls below $ 10,000.00 the Developer shall deposit additional sums as directed by the City or the City may halt all work on the Project Site review. 4. CLOSING ESCROW. The Balance on deposit in the escrow, if any, shall be returned to the Developer when the review has been completed. 13351301 JJJ:08/16/2007 2L (5) 5. LIEN FOR DEFICIENCIES. If the project is abandoned by Developer or if the eligible expenses incurred by the City exceed the amount in escrow, the City shall have the right to place a lien for governmental services against the property pursuant to Minn. Stat. § 514.67. IN WITNESS WHEREOF, the undersigned have executed this Agreement as of the day and year first above written. CITY OF MONTICELLO BY: Its Mayor BY: Its City Administrator STATE OF MINNESOTA ) ( ss. COUNTY OF WRIGHT ) The foregoing instrument was acknowledged before me this day of , 2025, by and by , 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 13351301 2 JJJ:08/16/2007 2L (6) DEVELOPER: MONTICELLO TECH, LLC, a Minnesota limited liability company, as to an undivided 90.00% interest By: Name: Nick Frattalone Its: Manager AS MONTICELLO LLC, a Florida limited liability company, as to an undivided 10.00% interest By: Name: Nick Frattalone Its: Manager STATE OF MINNESOTA ) SS: COUNTY OF ) This instrument was executed before me this day of , 2025, by Nick Frattalone, the President of both Monticello Tech, LLC, a Minnesota limited liability company, and AS Monticello LLC, a Florida limited liability company, on behalf of each of the limited liability companies. Notary Public 13351301 JJJ:08/16/2007 2L (7) OWNER(S) OF PROPERTY: Allie Johnson Samuel Johnson STATE OF MINNESOTA ) (Ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of 2025, by Allie Johnson and Samuel Johnson, the fee owner(s). NOTARY PUBLIC 133513v01 4 JJJ:08/16/2007 2L (8) OWNER(S) OF PROPERTY: Wayne Johnson Gwendolyn Johnson STATE OF MINNESOTA ) (ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of 2025, by Wayne Johnson and Gwendolyn Johnson, the fee owner(s). NOTARY PUBLIC 133513v01 JJJ:08/16/2007 2L (9) OWNER(S) OF PROPERTY: The Yvonne C. Fehn Revocable Trust dated October 2, 2008 Gary Fehn, Trustee STATE OF MINNESOTA ) (ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of , 2025, by Gary Fehn as Trustee of the Yvonne C. Fehn Revocable Trust dated October 2, 2008, the fee owner(s). NOTARY PUBLIC 13351301 6 JJJ:08/16/2007 2L (10) OWNER(S) OF PROPERTY: Lakhwinder Singh STATE OF MINNESOTA ) (ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of 2025, by Lakhwinder Singh, the fee owner(s). NOTARY PUBLIC 133513v01 7 JJJ:08/16/2007 2L (11) OWNER(S) OF PROPERTY: The Jerold A Untiedt Revocable Trust dated June 7, 2005 Jerold A. Untiedt, Trustee Susan J. Untiedt, Trustee STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of 2025, by Jerold A. Untiedt and Susan J. Untiedt, as Trustees of the Jerold A Untiedt Revocable Trust dated June 7, 2005, the fee owner(s). NOTARY PUBLIC DRAFTED BY: CAMPBELL KNUTSON Professional Association 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ 133513v01 8 JJJ:08/16/2007 2L (12) EXHIBIT A TO ESCROW AGREEMENT Johnson (Allie and Samuel): The West 1035.60 feet of the Southwest Quarter of the Northeast Quarter of Section 27, Township 121, Range 25, Wright County, Minnesota lying North of a line drawn East from a point on the West line of said Southwest Quarter of the Northeast Quarter distant 375.00 feet South of the Northwest corner of said Southwest Quarter of the Northeast Quarter to a point on the East line of said West 1035.60 feet of the Southwest Quarter of the Northeast Quarter distant 466.25 feet South of the Northeast corner of said West 1035.60 feet of the Southwest Quarter of the Northeast Quarter. Johnson (Wayne and Gwendolyn): The Southwest Quarter of the Northeast Quarter of Section 27, Township 121, Range 25, Wright County, Minnesota, except the West 1035.60 feet of said Southwest Quarter of the Northeast Quarter lying North of a line drawn East from a point on the West line of said Southwest Quarter of the Northeast Quarter distant 375.00 feet South of the Northwest corner of said Southwest Quarter of the Northeast Quarter to a point on the East line of said West 1035.60 feet of the Southwest Quarter of the Northeast Quarter distant 466.25 feet South of the Northeast corner of said West 1035.60 feet of the Southwest Quarter of the Northeast Quarter. Fehn Trust: The Southwest Quarter of the Southeast Quarter (SW 1/4 SE 1/4), Section Twenty-two (22), Township One Hundred Twenty-one (121), Range Twenty-five (25), excepting therefrom the parcel sold to the State of Minnesota which is used for highway purposes, Wright County, Minnesota. The Northwest Quarter of the Northeast Quarter, of Section Twenty-seven, Township One Hundred Twenty-one(121) North, Range Twenty-five (25), Wright County, Minnesota. Singh: Parcel 1: That part of the Northwest Quarter of the Southeast Quarter (NW 1/4 of SE 1/4) lying East of State Highway No. 25, Section Twenty-two (22), Township One Hundred Twenty-one (121), Range Twenty- five (25), EXCEPT THEREFROM TRACT deeded to the State of Minnesota in Book 210 of Deeds, page 125 described as follows: All that part of the following described Tract: That part of the NW 1/4 of SE 1/4 of Section 22, Township 121 Range 25, lying East of State Hwy. Number 25, as now located; which lies Northwesterly of a line run parallel with and distant 75 feet Southeasterly of the following described line: Beginning at a point on the South line of Section 28, Township 121 Range 25, distant 992.7 feet East of the South Quarter corner thereof; thence run Northeasterly at an angle of 49 degrees 42 minutes with said South Section line for 2828 feet; thence deflect to the left on 1 degree 00 minutes curve (delta angle 12 degrees 00 minutes) for 1200 feet; thence on a tangent to said curve for 5524.9 feet and there terminating; together with a triangular piece adjoining and Southeasterly of the above described strip and Northwesterly of the following described line: Beginning at a point on the Southeasterly boundary of the above described strip, distant 100 feet Southwesterly of its intersection with the Southerly boundary of 13351301 9 JJJ:08/16/2007 2L (13) County State Aid Highway No. 106 running in an Easterly and Westerly direction along the East and West 1/4 line of said Section 22; thence run Northeasterly to a point on said Southerly boundary distant 100 feet Easterly of said intersection. together with all right of access, being the right of ingress to and egress from that portion of the above described tract not acquired herein, to Trunk Hwy. No. 25, except that the abutting owner shall retain the right of access by way of said County State Aid Highway No. 106 Easterly of the most Easterly corner of the above described triangular piece and between points distant 1560 feet and 1620 feet Southwesterly of the point of termination of the first above described line (both distances being measured along said line) ALSO EXCEPT: The South 330.00 feet of the West 650.08 feet of the Northwest Quarter of the Southeast Quarter (NW 1/4 of SE 1/4) of Section Twenty-two (22), Township One Hundred Twenty-one (121), Range Twenty-five (25), Wright County, Minnesota. And ALSO EXCEPT: That part of the Northwest Quarter of the Southeast Quarter (NW 1/4 of SE 1/4) of Section Twenty-two (22), Township One Hundred Twenty-one (121) North, Range Twenty-five (25) West, shown as Parcel 224A on Minnesota Department of Transportation Right of Way Plat Numbered 86-128, Wright County, Minnesota Parcel 2: The East 208.52 feet of the West 650.08 feet of the South 330.00 feet of the Northwest Quarter of the Southeast Quarter (NW 1/4 of SE 1/4) of Section Twenty-two (22), Township One Hundred Twenty-one (121), Range Twenty-five (25), Wright County, Minnesota. EXCEPT: That part of the Northwest Quarter of the Southeast Quarter (NW 1/4 of SE 1/4) of Section Twenty-two (22), Township One Hundred Twenty-one (121) North, Range Twenty-five (25) West, shown as Parcel 224A on Minnesota Department of Transportation Right of Way Plat Numbered 86-128, Wright County, Minnesota. Untiedt: Parcel A: The West Half of the Southwest Quarter of the Southwest Quarter of Section 23, Township 121, Range 25; and the North One -Half of the Southwest Quarter of Section 23, Township 121, Range 25, excepting therefrom the North 410 feet of the East 410 feet as measured along the North and East lines of the Northeast Quarter of the Southwest Quarter of Section 23, Township 121, Range 25, Wright County, Minnesota. Parcel B: The Southeast Quarter of the Southwest Quarter, and the East Half of the Southwest Quarter of the Southwest Quarter of Section 23, Township 121, Range 25, lying West of County Road No. 117, except therefrom the South 708.0 feet, subject to County Road easement, containing 27.4 acres, more or less, according to the Government Survey thereof, Wright County, Minnesota. Parcel C: The South 708.0 feet of the following tract: The Southeast Quarter of the Southwest Quarter lying West of County Road No. 117, and the East Half of the Southwest Quarter of the Southwest Quarter, all in Section 23, Township 121, Range 25, subject to County Road Easement, according to the Government Survey thereof, Wright County, Minnesota. Parcel D: 133513v01 10 JJJ:08/16/2007 2L (14) All of the East Half of the Northwest Quarter lying West of County Road No. 117, which lies North of the hereinafter described line. That part of the East Half of the Northwest Quarter of the Northwest Quarter which lies North of the hereinafter described line extended Westerly. All in Section 26, Township 121, Range 25. Said line is described as follows: Commencing at the Southeast comer of the Northwest Quarter of the Northwest Quarter of Section 26, Township 121, Range 25; thence Westerly along the South line of said Northwest Quarter of the Northwest Quarter a distance of 657.1 feet; thence Northerly along the existing fence line a distance of 400.3 feet to the Westerly terminus of said designated line; thence Easterly and parallel with the South line of the said Northwest Quarter of the Northwest Quarter extended Easterly a distance of 1052.0 feet to its intersection with the center line of County Road No. 117, said point being the Easterly terminus of said line, and being located 850.8 feet Northeasterly along the center line of said road from a point located on the West line of the East Half of the Northwest Quarter, which point is 361.2 feet South of the said Southeast comer of the Northwest Quarter. And All that part of the Northwest Quarter of Section 26, Township 121, Range 25 described as follows: Commencing at center of Section 26 Westerly along quarter line distance 1325.7 feet to the 1/16th line; thence Northwesterly along 1/16th line distance 980.8 feet for a point of beginning; thence continue on said 1/16th line distance 361.2 feet to the 1/16th line; thence Westerly along 1/16th line distance 657.1 feet; thence Northerly along existing fence line distance 400.3 feet; thence Easterly parallel with 1/16th line distance 1052.0 feet to center of County Road No. 117; thence Southwesterly along said County Road No. 117 distance 850.8 feet more or less to point of beginning. And The West Half of the Northwest Quarter of the Northwest Quarter of Section 26, Township 121, Range 25; And The Southwest Quarter of the Northwest Quarter of Section 26, Township 121, Range 25, excepting therefrom the following two tracts of land: All that part of the Northwest Quarter (NW 1/4) of Section 26, Township 121, Range 25, described as follows: Commencing at the center of said Section 26; thence Westerly along the quarter line 1325.7 feet to the 1/16th line for a point of beginning of the tract herein described; thence continuing Westerly along said quarter line 220.0 feet; thence deflect right 90 degrees 08 minutes on a line parallel with said 1/16th line 220.0 feet; thence Easterly parallel with the quarter line 220.0 feet; thence Southerly 220.0 feet, more or less, to point of beginning; Also all that part of the Northwest Quarter (NW 1/4) of Section 26, Township 121, Range 25, described as follows: Commencing at the center of Section 26; thence Westerly along the quarter line 1545.7 feet to the Southwest comer of a certain tract described in Book 220 of Deeds, pages 522-523 for a point of beginning of the tract herein described; thence continuing Westerly along said quarter line 396.0 feet; thence deflect right 90 degrees 08 minutes, 220.0 feet; thence deflect right 89 degrees 52 minutes Easterly parallel with the quarter line, 396.0 feet; thence deflect right 90 degrees 08 minutes Southerly, 220.0 feet, more or less, to the point of beginning, Wright County, Minnesota. Parcel E: The East Half of the Northeast Quarter of Section 27, Township 121, Range 25, Wright County, Minnesota. Parcel F: The Southeast Quarter of the Southeast Quarter of Section 22, Township 121, Range 25, all according to the Government Survey thereof, Wright County, Minnesota. 133513v01 11 JJJ:08/16/2007 2L (15) Parcel G: The Northeast Quarter of the Southeast Quarter of Section 22, Township 121, Range 25, excepting therefrom the East 1 rod thereof, Wright County, Minnesota. Parcel H: The East 1 rod of the Northeast Quarter of the Southeast Quarter of Section 22, Township 121, Range 25, Wright County, Minnesota. 133513v01 12 JJJ:08/16/2007 City Council Agenda: 4/28/2025 2M. Consideration to adopt Resolution 2025-28 approving a Final Stage Planned Unit Development for Meadowbrook, and Resolution 2025-29 approving a Final Plat and Development Agreement for Meadowbrook, a single-familv residential development including attached and detached units. Applicant: JBP Land, LLC Prepared by: Meeting Date Community Development Director 4/28/2025 Reviewed by: Approved by: Assistant City Engineer, Engineer/Public City Administrator Works Director, Chief Building Official, Finance Director, City Planner ACTION REQUESTED ® Consent Agenda Item ❑ Regular Agenda Item 1. Motion to adopt Resolution 2025-28 approving a Final Stage PUD for the area to be platted as Meadowbrook, based on findings in said resolution and subject to the conditions of Exhibit Z. 2. Motion to adopt Resolution 2025-29 approving the Final Plat for Meadowbrook, subject to the findings in said resolution and contingent on the conditions of Exhibit Z, and to approve the Development Agreement for Meadowbrook, 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. PREVIOUS COUNCIL ACTION February 24, 2025: Approved the development stage PUD, rezoning to PUD and preliminary plat for Meadowbrook REFERENCE AND BACKGROUND Property: Legal Description: See plat PID #: 155500231200 Planning Case Number: 2025-18 Request(s): 1. Final Stage Planned Unit Development 2. Final Plat 1 City Council Agenda: 4/28/2025 Deadline for Decision: February 7, 2025 (60-day deadline) April 8, 2025 (120-day deadline), extension letter sent to applicant June 6, 2025, extension request per applicant Land Use Designation: Single -Family Residential Zoning Designation: Meadowbrook Planned Unit Development Overlays/Environmental Regulations Applicable: Notice of Decision — No wetlands present Current Site Uses: Vacant Land Surrounding Land Uses: North: Single -Family Residential East: Single -Family Residential South: Civic/Institutional/Undeveloped (Township) West: Single -Family Residential Project Description: The proposal plats approximately 56 acres of undeveloped land east of Edmonson Avenue NE, west of the Hunters Crossing subdivision, and requests final stage Planned Unit Development (PUD) for the full area to be platted, including outlots. The subject property was originally preliminary platted as a part of the Hunters Crossing subdivision and was proposed to include a mix of R-1 (Single Family) lots and attached townhouses. Prior preliminary plat approval for this area expired. In February 2025, the City Council approved a new preliminary plat which includes a similar mix of single-family and townhome units, although with varying lot area and widths via PUD. Overall, the project proposes 180 single-family units over a developable area of 44 acres, with 107 detached single-family lots and 73 attached single-family lots. The project is proposed to be developed in three phases over an estimated 6-year period. The final plat proposed is for the first phase or "1st Addition" of development, which includes 60 lots in total, with the remaining land area platted as outlots, either for stormwater purposes or for future phases. The final stage planned unit development applies to the full platted area as depicted in the submitted plans. K City Council Agenda: 4/28/2025 ANALYSIS: Final Plat and Final Stage PUD The standard of review for both Final Plat and Final Stage PUD is whether the proposed final plat and final stage PUD submissions meet the requirements and conditions applied to the preliminary plat and development stage PUD. The City Council acted on the preliminary plat and development stage PUD for Meadowbrook after recommendation from the Planning Commission on February 24, 2025. The approval included a series of conditions for both the plat and PUD. As required, the applicant submitted a full set of revised preliminary plat and PUD plans, along with the final plat and final stage PUD plans. A review of the submissions for compliance with the approved conditions of preliminary plat and development stage PUD is provided below, with staff comments as to each. Some of the conditions are ongoing requirements of the PUD and have been written into the Meadowbrook zoning ordinance. 1. Verification that the building and design proposals for the Single Family detached units and lots will meet the following standards: a. 25-foot front setbacks, with 6-foot side yards and 20-foot usable rear yards. a. Minimum building sizes of 1,050 finished square feet and a minimum of 1,585 finishable square feet, with the exception of not more than 25% of the detached single-family lots at 1,355 square feet of finishable square foot home plans. b. Garage square footage shall be a minimum of 476 square feet. c. Roof pitches of at least 5:12, with modifications for gables or shed roof ornamentation. d. A maximum of 30% of all single-family units may meet less than a 10% brick or stone requirement when a combination of board and batten, corbels, shakes, garage windows or other fagade features exceed 20% of the front fagade, with all plans including brick/stone treatment. e. Livable portions of the home exposed to the front street no less than 40% of the width of the structure, or in the alternative, the addition of usable front porches or expanded front entry patios. f. Front entry doors no greater than 6 feet farther back from the garage doors, or in the alternative, the addition of usable front porches or expanded front entry patios. g. Additional large trees in the front yards or other open space areas of the proposed lots to make a more immediate impact on the streetscape. City Council Agenda: 4/28/2025 h. Establish maximum driveway widths of 20' for the two -car garage lots overall, and 20' at the curb line/curb cut line for three -car garage lots as part of the PUD. i. The PUD will comply with the anti -monotony included with the PUD plans. Staff Comment: The standards above for the single-family detached lots and buildings are written into the adopted zoning ordinance for Meadowbrook, Ordinance No. 843. Individual lot development will be required to conform to these minimum standards. The landscaping plan for the PUD has also been revised to meet the condition for additional large tree plantings. 2. Verification that the building and design proposals for attached Single Family units and lots will meet the standards identified in this report, specifically. a. Reduce visitor parking clusters in the townhouse area by approximately one-fourth and replace with additional green space and tree planting. b. Update landscaping plans showing a much greater proportion of shrubs (as opposed to perennials) in the shrub planting base for the townhouses. c. Townhome units shall meet a requirement of 10% brick/stone in combination with board and batten, corbels, shakes or other facade features exceeding 20% of the front facade. d. Townhome lot and unit design will be revised to increase the length of the driveways wherever feasible. Staff Comment: The building and materials standards above for the single-family attached lots and buildings are written into the adopted zoning ordinance for Meadowbrook, Ordinance No. 843. Individual lot development will be required to conform to these minimum standards. The landscaping plan provided demonstrates the addition of the recommended shrub cover around the townhome units, which will also be secured with a letter of credit. Parking clusters were reduced by the recommended one-fourth in the revised site plans, and driveway distances on the exterior townhome unit clusters have all been increased in length. 3. Update landscape plans showing tree planting locations for the trees in the townhouse portion of the project and verification of tree planting for all areas per code requirements. Staff Comment: Compliant. The submitted landscaping plan was updated to meet this condition for both verification and planting location. Individual tree plantings are shown for all individual townhome lots and a foundation planting plan is included for the townhome units. Additional tree plantings are also provided on the townhome area's westerly edge, along Country Avenue. The landscaping plans meet the intent of I] City Council Agenda: 4/28/2025 the condition and provide an enhancement to the PUD. Landscaping per plan will be secured by a letter of credit as specified in the development contract. 4. Update landscaping plans showing additional clusters of shrub plantings and seating areas in the outlots comprising the development's stormwater ponding areas. Staff Comment: Compliant. The submitted landscaping plan was updated to meet this condition with a significant number of shrub plantings throughout the stormwater ponding areas. The shrub plantings proposed can be accommodated under the powerlines. 5. Provide written confirmation of allowable use for a non -motorized bicycle park by the powerline easement holder. Land dedication for park is contingent on this requirement. Staff Comment: The applicant and Parks, Arts & Recreation Director discussed the proposed future park with the easement holders, including completion of their required consent to easement form. Although it was determined that a bicycle park is not permissible under the lines, a public open space for trail and trailhead purposes has been recommended by the PARC. Parkland dedication is also discussed later in this report. 6. Compliance with the terms of the City's Engineering Staff letter dated December 23, 2024, including the comments of January 2, 2025. Staff Comment: The City Engineer reviewed the revised plat and PUD plans. A revised comment letter for the final plat and PUD plan set is attached. The majority of the preliminary plat and development stage PUD plans were addressed. The majority of comments in the revised City Engineer's letter dated 4-23-25 are comments on the provided construction -level plans. Compliance with the remaining comments is a condition of approval. 7. Compliance with the terms of the Chief Building Official's letter dated December 31, 2024, and comments dated January 2, 2025. Staff Comment: No additional comments. All Chief Building Official comments appear to be addressed and provided on the construction -level plans. 8. Comments and recommendations of other Staff and Planning Commission. Staff Comment: No other comments or recommendations were added at the time of recommendation or approval. Other Conditions of Preliminary Plat and Development Stage PUD: 10. Compliance with comments from the Wright County Highway Engineer's Office and any of the Wright County Surveyor. City Council Agenda: 4/28/2025 Staff Comment: Wright County had no comments on the plat. 11. The submitted Homeowner's Association Documents are subject to the review and comment of the City Attorney and shall be executed and recorded upon satisfaction of comment. Staff Comment: The City Attorney received the HOA documents and is continuing review. As a condition of approval, the applicant is required to revise subject to comments of the attorney. 12. Execution and recording of a development contract for the plat, incorporating the terms and conditions for development, including fees and escrows. Staff Comment: A development contract for Meadowbrook was prepared. A summary of the contract is provided below. The development contract is required to be recorded with the plat. In addition to the review of preliminary plat and development stage PUD conditions as noted above, the revised plans submitted for final plat and PUD review illustrate other minor revisions. The total unit count was reduced from 182 to 180 total lots. Two single-family detached lots were eliminated from the proposed plat; one to increase building pad areas within the block and the second due to the resolution of conflicts related to the powerline easements. The result increases lot areas for those parcels along Country Avenue in Block 7 and for lots within Block 4 along Park Drive. In addition, Lot 1 located directly along the drainage area in Outlot A was slightly reconfigured, increasing in area. This was due to the powerline corridor easement review. Coordination with the powerline utility holders also resulted in an update to the stormwater ponding configuration in the outlots. The City Engineer reviewed the ponding design, with comments reflected in their updated letter. The City Engineer reviewed the ponding design, with comments reflected in their updated letter. Meadowbrook PUD District Ordinance 843 establishing the Meadowbrook PUD was approved with the preliminary plat and development stage PUD by the City Council on February 24, 2025. The Meadowbrook PUD establishes the minimum standards of the PUD and incorporates the final stage PUD plans. All attached and detached homes are required to meet the minimum standards as outlined in the ordinance, which were set per the conditions of approval. The applicant's narrative notes that there will be twenty-six different single-family home plans used within the PUD, many of which will offer three differing building facade varieties. The plans included with the development stage PUD and the developer's anti -monotony plan are provided for reference. 11 City Council Agenda: 4/28/2025 Development Agreement and Finance Plan A development agreement for the Meadowbrook plat was prepared, outlining the terms and conditions of approval and project development, including the necessary fees and securities for the first phase of development. The current fee title property owner will be required to consent to the development contract, which is included. The developer will purchase the development property in phases following recording of the plat, which creates the legal descriptions for the land to be acquired. At the time of final platting for the two subsequent phases, a companion development contract will be prepared for those phases. Phased Development Given the size of the development and phasing proposed, the development agreement proposes to allow the final platting of all lots and blocks within 5 years, which is an extension to the 3 years allowed by subdivision ordinance. Adiacent Street Improvements & Riaht of Wov The developer is required to dedicate additional right of way along Edmonson Avenue to meet collector route requirements per the City's Subdivision Ordinance. The proposed final plat provides for the required dedication of right of way with the first phase, consistent with the preliminary plat. The development agreement also requires the completion of the right turn lane from Edmonson Avenue to 891" Street NE with the first phase. A security for completion of the turn lane is included in the development contract. The extension of Country Avenue through the powerline corridor to Outlot G is also included with the construction of the first phase and included in the security for public improvements. The final plat and PUD plans illustrate the addition of sidewalk along the south side of Park Place drive, as required with preliminary plat comments. Trunk Charges & Credits Trunk charges are applicable for the area to be final platted into developable lots and blocks. The developer elected to pay these charges at the time of final plat for the 60 lots of the 1st Addition as specified in the agreement. An oversizing credit for watermain is due to the developer for the oversizing of trunk waterlines along Country Avenue. At the time of this report, the final watermain credit is being calculated based on the most current public improvement estimates provided by the developer. The final credit will be reflected in the executed development contract. The oversizing accommodates the capacity size needed to serve development land area south of the plat. The credit is applied against the developer's watermain trunk area charge payable with the plat. City Council Agenda: 4/28/2025 Easements and Outlots The plat provides the required plat edge and lot perimeter easements. The plat illustrates four outlots. Three of the outlots, A, B and C, are located under the existing powerline corridor and serve to provide stormwater management for the plat. Outlot E is located on the northeasterly edge of the plat and provides future pathway access from the plat to the nearby Pioneer Park. Outlots B and C will be deeded to the City for stormwater management purposes. A portion of Outlot A will be deeded in part for stormwater and a portion for park dedication purposes. Outlot E will be deeded to the City for park dedication purposes. The warranty deed was prepared for the review of the City Attorney and will be recorded with the first phase plat. Park Dedication The subdivision is subject to park dedication. Based on the development acreage, a total of 5.99 acres of land dedication is required. The developer will meet the required dedication through a combination of land dedication and cash -in -lieu contribution, as recommended by the Monticello PARC. The PARC reviewed the proposed preliminary plat in fall of 2024 and recommended an allowance for land dedication under the powerline corridor at that time. The land area credit recommended was only for that area outside of stormwater ponding and subject to the final consent of the powerline easement holders. The PARC recommended further research on the future development of a non -motorized bicycle park for this parkland dedication area. However, following discussion with easement holder Xcel Energy, it was determined that a non - motorized bicycle park is not likely to be allowed under the powerline. PARC discussed this information on April 24, 2025, and recommended an amended reduced land dedication of 2.0 acres within Outlot A based on usable public park purposes. Outlot A is located on a large open space corridor bisecting the southern portion of the community. The City already owns a large portion of this corridor. Outlot A will support continued public use and access to the corridor. A small parking lot will serve this open space corridor area. The developer is also dedicating .31 acres of land area in the northeast corner of the plat to make a future pathway connection between this neighborhood and Pioneer Park. The total land credit for park dedication is 2.31 acres. It is also proposed that the developer receive credit against the remaining cash -in -lieu requirement for the construction of a trail along Edmonson Avenue right-of-way and for construction of the parking lot area to be constructed with the development for the future park. The development contract specifies that this amount will be reimbursed following construction and will be based on actual construction costs. Any differential between the construction costs and the remaining 11% cash -in -lieu requirement will be applied either as a H., City Council Agenda: 4/28/2025 credit to the developer (if the amount is in excess of the requirement) or required to be paid as cash -in -lieu (if the amount is short of the requirement). Securities & Escrows The developer is required to post letters of credit for components of the plat development. The letters of credit are calculated based on the engineer's estimates of public improvement costs. These securities and escrows are outlined in the development contract and include: • Public improvement security for road improvements, utilities, lighting, pathways and stormwater systems • Landscaping security for general site landscaping and townhome area • Site grading The developer is also required to post a series of cash securities. The cash securities are also based on the public improvement costs and are subject to reconciliation at project acceptance. City plan review, legal services, and inspection of the public improvements are charged to these escrows. Budget Impact: The costs associated with the review of the application are paid by the applicant. The costs associated with the development project administrative are covered through the escrows as noted in the development agreement. II. Staff Workload Impact: City staff and consulting review time on the replat and PUD proposal is estimated at 20-25 hours. III. Comprehensive Plan Impact: The proposed project falls within the low -density threshold established by the Monticello Comprehensive Plan. The proposed residential addition provides the opportunity to meet the 2040 Plan goal for Complete Neighborhoods/Neighborhood Diversity & Life -Cycle Housing, and supports Monticello as a community with a wide variety of housing options including senior housing to support new and existing residents. The street and utility design are also as originally approved with the preliminary plat and therefore consistent with expected impacts on municipal services. STAFF RECOMMENDED ACTION Staff recommend approval of the final plat and final stage PUD for Meadowbrook, based on findings in the attached resolutions, and subject to the conditions identified in Exhibit Z. The area is located within the existing city boundary, with municipal utilities directly adjacent. The proposed plat includes desired vehicle and pedestrian connectivity elements, as well as the provision for open -space. These factors are consistent with the City's growth strategy for "growing from within." City Council Agenda: 4/28/2025 The final stage PUD and final plat plans are consistent with the development stage PUD and preliminary plat requirements, with design standards for the residential units per the adopted Meadowbrook PUD Ordinance. These design alternatives meet goals for development of housing variety and affordability, as well as the development of neighborhoods with character and value retention. The proposed PUD standards provide a balance between the flexibility in lot size and home square footage requested by the applicant with the retention of design enhancements to the front facade and living areas in support of 2040 Plan goals. The plat and PUD provide needed single-family residential housing supply as detailed in the 2023 Housing Needs and Demand Report, as well as the Housing Summary adopted by the City Council. Subject to the conditions in Exhibit Z, the proposed plat and PUD are consistent with the 2040 Vision + Plan's goal for the development of Complete Neighborhoods. SUPPORTING DATA A. Resolution 2025-28, Final Stage PUD B. Resolution 2025-29, Final Plat and Development Agreement C. Ordinance No. 843 D. Aerial Image E. Applicant Narrative F. Final Plat G. Final Stage Plans, Including: a. Final PUD Development Stage Plan b. Existing Conditions c. Final PUD Plan (by Section) d. Final Tree Preservation Plan e. Final Utility Plan f. Final Grading Plan g. Final Erosion Control Plan h. Final Signage, Lighting & Mailbox Plan H. Final Landscaping Plan I. Plat Areas J. Revised Phasing Plan K. Preliminary Construction Plans L. Park Dedication Exhibit M. Traffic Study N. Wetland Delineation Memo & Notice of Decision (See 1 7 25 or 2 4 25 PC Agenda) 0. Development Contract — Meadowbrook P. Finance Plan — Meadowbrook 10 City Council Agenda: 4/28/2025 Q. Development Stage Home Design Examples and Anti -Monotony Plans (See 2/24/25 Council Agenda) R. Draft HOA Documents S. City Engineer's Letter and Plan Comments dated April 23, 2025. T. Engineering Response Letter, Preliminary Plat Z. Conditions of Approval Exhibit Z Conditions of Approval Meadowbrook Final Plat and Final Stage PUD 1. The plat and PUD are subject to the established Meadowbrook planned unit development per Ordinance No. 843. 2. Outlots A, B. C and E shall be deeded to the City with the first phase of the plat. 3. The Developer will complete the right turn lane from Edmonson Avenue to 891" Street NE and the extension of Country Avenue to Outlot G shall be constructed with the first phase of development. 4. Compliance with the terms of the City's Engineering staff letter and plan comments dated April 23, 2025. 5. The submitted Homeowner's Association Documents are subject to the review and comment of the City Attorney and shall be executed and recorded with the final plat. 6. Execution and recording of a development contract for the plat, incorporating the terms and conditions for development, including submission of required escrows, fees, and securities. 11 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA CITY COUNCIL I��i]�Ij�[i7��i�Li�►��7►�►�:3 A RESOLUTION APPROVING A FINAL STAGE PLANNED UNIT DEVELOPMENT d:+1JiI�e1�7�1�11 , 41411 WHEREAS, the applicant is seeking a Final Stage Planned Unit Development approval, among other concurrent applications, for a parcel of currently undeveloped land; and WHEREAS, the proposed PUD would incorporate development opportunity for mixed residential uses as an allowed use in the proposed Meadowbrook Planned Unit Development zoning district; and WHEREAS, the PUD provides for a variety of residential units styles, including single family detached and attached unit, up to 180 total residential units; and WHEREAS, the PUD incorporates a series of development standards that the applicant will meet with the submitted, or supplemental, plans and documents; and WHEREAS, the subject property will be developed under the requirements of the Monticello Comprehensive Plan, which designate the land use for the property Low Density Residential uses; and WHEREAS, the proposed preliminary plat shows the development parcel, upon which the existing and proposed buildings will be located, as well as other improvements such as streets, utilities, parkland; and WHEREAS, the proposed development will consist of an overall residential density of approximately 4 units per acre, within the Comprehensive Plan's target range of 3-6 units per acre; and WHEREAS, the Planning Commission reviewed the application for the Development Stage PUD pursuant to the regulations of the applicable ordinances and land use plans and policies; and WHEREAS, the Planning Commission reviewed the application for the Development Stage PUD pursuant to the regulations of the applicable ordinances and land use plans and policies; and WHEREAS, the Planning Commission held a public hearing on January 7, 2025 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA CITY COUNCIL RESOLUTION NO. 2025-28 WHEREAS, the City Council approved the Development Stage PUD and rezoning ordinance for the Meadowbrook PUD on February 24, 2025; and WHEREAS, the City Council reviewed the Final Stage PUD for Meadowbrook on April 28t" 2025 and found it to be consistent with the requirements and plans of the Development Stage PUD; and WHEREAS, the City Council of the City of Monticello makes the following Findings of Fact in relation to the approval for Development Stage PUD: 1. The proposed uses are consistent with the intent and purpose of the PUD, Planned Unit Development District. 2. The proposed uses will be consistent with the existing and future land uses in the area in which they are located, including the Monticello Comprehensive Plan. 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 plat accommodates additional public and private improvements, including pedestrian facilities, utilities, and stormwater controls that ensure the project will continue to be consistent with the City's long-term public service infrastructure. 5. The proposed plat accommodates reasonable extensions of development and infrastructure to serve other undeveloped property in the area. 6. The proposed access and development details, as supplemented in further submissions, meet the intent and requirements of the applicable zoning regulations. 7. As a property development plan that is generally consistent with the previously approved plat and land use, the proposed plat is not anticipated to negatively impact surrounding residential properties. 8. Approval of the plat will not result in the need for additional road or utility infrastructure other than that being provided by and for the proposed use, and should not otherwise negatively impact the health or safety of the community. 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 Meadowbrook, subject to the conditions of Exhibit Z of the staff report, as follows: 1. The plat and PUD are subject to the established Meadowbrook planned unit development per Ordinance No. 843. 2. Outlots A, B. C and E shall be deeded to the City with the first phase of the plat. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA CITY COUNCIL RESOLUTION NO. 2025-28 3. The Developer will complete the right turn lane from Edmonson Avenue to 89t" Street NE and the extension of Country Avenue to Outlot G shall be constructed with the first phase of development. 4. Compliance with the terms of the City's Engineering staff letter and plan comments dated April 23, 2025. 5. The submitted Homeowner's Association Documents are subject to the review and comment of the City Attorney and shall be executed and recorded with the final plat. 6. Execution and recording of a development contract for the plat, incorporating the terms and conditions for development, including submission of required escrows, fees, and securities. ADOPTED this 28t" day of April, 2025 by the City Council of the City of Monticello, Minnesota. MONTICELLO CITY COUNCIL By: Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk and CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA CITY COUNCIL RESOLUTION NO. 2025-29 A RESOLUTION APPROVING THE FINAL PLAT OF MEADOWBROOK ADDITION WHEREAS, the applicant is seeking a final plat of a parcel of currently undeveloped land; WHEREAS, the proposed plat would incorporate development opportunity for mixed residential land uses as an allowed use in the proposed Meadowbrook Planned Unit Development zoning district; and WHEREAS, the plat creates a series of residential development parcels, dedication of public easements and streets, and utilizes existing right of way related to public streets along with drainage and utilities; and WHEREAS, the platted parcels will be consistent with requirements of the City's Subdivision and Zoning Ordinance requirements under the appropriate PUD standards; and WHEREAS, the platted parcels will be consistent with requirements of the City's Subdivision and Zoning Ordinance requirements under the appropriate PUD standards; and WHEREAS, the subject property will be developed under the requirements of the Monticello 2040 Vision + Plan Comprehensive Plan, which designate the land use for the property as Regional Commercial uses; and WHEREAS, the City Council has reviewed the application for the Final Plat pursuant to the regulations of the applicable ordinances and land use plans and policies; and WHEREAS, the City Council makes the following Findings of Fact in relation to the approval of the Final Plat: 1. The proposed uses are consistent with the intent and purpose of the PUD, Planned Unit Development District. 2. The proposed uses will be consistent with the existing and future land uses in the area in which they are located, including the Monticello Comprehensive Plan. 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 plat accommodates additional public and private improvements, including pedestrian facilities, utilities, and stormwater controls that ensure the project will continue to be consistent with the City's long-term public service infrastructure. 5. The proposed plat accommodates reasonable extensions of development and infrastructure to serve other undeveloped property in the area. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA CITY COUNCIL RESOLUTION NO. 2025-29 6. The proposed access and development details, as supplemented in further submissions, meet the intent and requirements of the applicable zoning regulations. 7. As a property with development consistent with both the Comprehensive Plan and the previously approved plat for the site, the proposed plat is not anticipated to negatively impact surrounding residential properties. 8. Approval of the plat will not result in the need for additional road or utility infrastructure other than that being provided by and for the proposed use, and should not otherwise negatively impact the health or safety of the community. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota that the Monticello City Council approves the proposed Final Plat for Meadowbrook, subject to the conditions of Exhibit Z of the staff report, as follows: 1. The plat and PUD are subject to the established Meadowbrook planned unit development per Ordinance No. 843. 2. Outlots A, B. C and E shall be deeded to the City with the first phase of the plat. 3. The Developer will complete the right turn lane from Edmonson Avenue to 891" Street NE and the extension of Country Avenue to Outlot G shall be constructed with the first phase of development. 4. Compliance with the terms of the City's Engineering staff letter and plan comments dated April 23, 2025. 5. The submitted Homeowner's Association Documents are subject to the review and comment of the City Attorney and shall be executed and recorded with the final plat. 6. Execution and recording of a development contract for the plat, incorporating the terms and conditions for development, including submission of required escrows, fees, and securities. BE IT FURTHER RESOLVED BY THE CITY COUNCIL OF MONTICELLO, MINNESOTA, that the document titled "Development Contract for Meadowbrook" 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 28t" day of April, 2025 by the City Council of the City of Monticello, Minnesota. MONTICELLO CITY COUNCIL IN Lloyd Hilgart, Mayor CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA CITY COUNCIL RESOLUTION NO. 2025-29 ATTEST: Jennifer Schreiber, City Clerk ORDINANCE NO. 843 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING TITLE XV, § 153.047 OF THE MONTICELLO CITY CODE, KNOWN AS THE ZONING ORDINANCE, ESTABLISHING THE MEADOWBROOK PLANNED UNIT DEVELOPMENT DISTRICT AND REZONING THE FOLLOWING DESCRIBED PROPERTY TO MEADOWBROOK PUD: PLAT OF MEADOWBROOK ADDITION THE CITY COUNCIL OF THE CITY OF MONTICELLO HEREBY ORDAINS: Section 1. Section § 153.047, PUD Districts, is hereby amended to add the following: (XX) Meadowbrook PUD District (1) Purpose. The purpose of the Meadowbrook PUD District is to provide for the development of certain real estate subject to the Meadowbrook Planned Unit Development District for mixed residential land uses. (2) Phased Development. The Meadowbrook PUD District will be developed in phases, pursuant to the approved phasing plans. Subsequent phases, although plat names may change, shall continue to be zoned and regulated under the Meadowbrook PUD district, as may be amended. (3) Permitted Principal Uses. Permitted principal uses in the Meadowbrook PUD District shall be single family detached uses on all lots as shown in the Meadowbrook Preliminary Plat and Development Stage PUD dated February 24, 2025, and attached townhouse residential on all lots as shown in the Meadowbrook Preliminary Plat and Development Stage PUD dated February 24, 2025, subject to the approved Final Stage PUD Development Plans dated April 28, 2025, and development agreement dated April 28, 2025, and subject to the conditions of approval imposed by City Council Resolution 2025-28 and 2025-29, and as may be further amended. Each individual use is limited to the location and building identified on the Final PUD Development Plans. No other principal use shall be allowed in the Meadowbrook PUD District, with the exception that public uses on public property shall not be subject to this limitation. The introduction of any other use or change in density shall be reviewed under the requirements of the Monticello Zoning Ordinance, ORDINANCE NO. 843 153.028(0)(9)(b) — Planned Unit Developments for Development Stage PUD. (4) Accessory Uses. Allowed Accessory Uses in the Meadowbrook PUD District shall be those as allowed in the T-N, Traditional Neighborhood zoning district for any lot used for single family residential use, or as allowed in the R-3, Medium Density Residential zoning district for any parcel used for attached housing. No other accessory uses shall be permitted in the Meadowbrook PUD District, nor shall any outdoor storage or display be allowed, other than as specifically identified on the Final Stage PUD Development Plans. (5) District performance standards. Performance standards for the development of any lot in the Meadowbrook PUD District shall adhere to the approved Final Stage PUD plans, City Council Resolution 2025-28 and 2025-29, and development agreement dated April 28, 2025. (6) The specific flexibility and conditions of the Meadowbrook PUD District shall be as follows A. Single Family detached, or single family attached, as shown on the approved Development Stage PUD plans, shall be subject to the modified building locations and setbacks and shown on said plans. B. The PUD provides flexibility from building spacing and setback requirements. C. The PUD provides flexibility from the standard requirement for public streets by allowing private streets in the areas serving attached housing. D. The PUD provides flexibility from the requirement for sidewalks along all streets by waiving such requirement along the private streets in the plat. E. Parking for the attached housing areas shall be as provided per the approved plans and located throughout the attached housing development areas. F. The Final Stage PUD architectural plans for the PUD are required to meet the standards, including building materials, as set forth in the Conditions of Approval for the Development Stage PUD, including those below and which are incorporated into the City Council Resolutions 2025-28 and 2025-29: 1. The building and design proposals for the Single Family detached units and lots will meet: iN ORDINANCE NO. 843 a. 25 foot front setbacks, with 6 foot side yards and 20 foot usable rear yards. b. Minimum building sizes of 1,050 finished square feet and a minimum of 1,585 finishable square feet, with the exception of not more than 25% of the detached single-family lots at 1,355 square feet of finishable square foot home plans. c. Garage square footage of at least 476 square feet d. Roof pitches of at least 5:12, with modifications for gables or shed roof ornamentation. e. A maximum of 30% of all single-family units may meet less than a 10% brick or stone requirement when a combination of board and batten, corbels, shakes, garage windows or other fagade features exceed 20% of the front fagade, with all plans including brick/stone treatment. f. Livable portions of the home exposed to the front street no less than 40% of the width of the structure, or in the alternative, the addition of usable front porches or expanded front entry patios. g. Front entry doors no greater than 6 feet farther back from the garage doors, or in the alternative, the addition of usable front porches or expanded front entry patios. h. Additional large trees in the front yards or other open space areas of the proposed lots to make a more immediate impact on the streetscape. i. Establish maximum driveway widths of 20' for the two - car garage lots overall, and 20' at the curb line/curb cut for three -car garage lots as part of the PUD. j. The PUD will comply with the anti -monotony plan included with the PUD plans. 2. The building and design proposals for attached Single Family units and lots will meet: 3 ORDINANCE NO. 843 a. Reduce visitor parking clusters in the townhouse area by approximately one-fourth and replace with additional green space and tree planting. b. Update landscaping plans showing a much greater proportion of shrubs (as opposed to perennials) in the shrub planting base for the townhouses. c. Townhome units shall meet a requirement of 10% brick/stone in combination with board and batten, corbels, shakes or other fagade features exceeding 20% of the front facade. d. Townhome lot and unit design will be revised to increase the length of the driveways wherever feasible. Landscaping shall be as per approved Final Stage PUD Development Plans, or as administratively approved per Monticello City Code. G. The location and widths of internal lot line drainage and utility easements are as per the approved plat of Meadowbrook Addition or its successor plats. H. An executed and recordable easement and stormwater maintenance agreement for the District shall be recorded with the final plat in a form approved by the City. (6) In such case where any proposed improvement is not addressed by the Final Stage PUD, then the applicant shall seek a PUD Amendment per the processes of the Monticello Zoning Ordinance and as directed by the Community Development Department. (7) Where there are any conflicts in the allowed uses or required performance standards between the Meadowbrook PUD District and any other applicable zoning regulations, the requirements of the Meadowbrook PUD District and its associated plans shall prevail. (8) Amendments. Where changes to the PUD are proposed in the manner of use, density, site plan, development layout, building size, mass, or coverage, or any other change, the proposer shall apply for an amendment to the PUD under the terms of § 153.028(0)(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 City Clerk is hereby directed to mark the official zoning map to reflect this ordinance. The map shall not be republished at this time. M ORDINANCE NO. 843 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 XV, Zoning Ordinance, and to renumber the tables and chapters accordingly as necessary to provide the intended effect of this Ordinance. The City Clerk is further directed to make necessary corrections to any internal citations that result from said renumbering process, provided that such changes retain the purpose and intent of the Zoning Ordinance as has been adopted. Section 4. This Ordinance shall take effect and be in full force from and after its passage and publication. The ordinance in its entirety and map shall be posted on the City website after publication. Copies of the complete Ordinance and map are available online and at Monticello City Hall for examination upon request. ADOPTED BYthe Monticello City Council this 24th day of February 2025. E 3l 1552,19 09010 GnLDEN FgGLE LN o e FAR STE p� 25 ,� 155269000010 p o �' <v 2 0 EB °155207001010 '� rQ �?'��w LL - s ffM--1- =5241001010 ,—, rr Vill] CCCCCCO nFl Elf,�n . ► QLLJof r rn L�r r.A ::1 F r§`ZIrI1C (ILU r ® �+ JP Brooks AoO� Office:763.645.5980 info ajpbrooks.com B U I L D E R S JPB LAND Fax: 1.877.732.9423 www.jpbrooks.com Project Narrative Re: Meadowbrook - Final Plat/Final Stage Angela Schumann and City Council 505 Walnut St, Suite 1, Monticello, MN 55362 To whom it may concern, 13700 Reimer Drive N. #100 Maple Grove, MN 55311 4/9/2025 JPB Land LLC is proposing to construct a one hundred eighty (180) unit residential development in the City of Monticello. We are requesting Final Plat and Final Stage approval of a Planned Unit Development (PUD) which includes flexibility of housing type and lot sizes. However, we are consistent with the land use designation of Single Family residential, and the current zoning of R-1, Single Family Residential. A PUD will allow us to incorporate several different residential housing types including one hundred seven (107) single family homes, and seventy three (73) townhomes. JP Brooks has twenty six (26) different single family home plans to choose from, most with three different (3) building facades. Our proposed development is Meadowbrook. Meadowbrook honors Monticello's long term plans and offers life -cycle housing within the community with a variety of lot types and sizes, and home styles that serve all demographics of residents. Meadowbrook will be a three (3) phased development. • Phase one (1) consists of sixty (60) units: thirty-three (33) single family units and twenty-seven (27) townhome units. • Phase two (2) consists of seventy-six (76) units: thirty (30) single family units and forty-six (46) townhome units. • Phase three (3) consists of forty-four (44) units: all single family units. JPB Land is hopeful to start phase one (1) this spring. The additional phases are planned to be completed within five to six (5-6) years, all market dependent. There will be four (4) outlots within Meadowbrook. Outlot A has a proposed use of a city owned BMX bike course with parking, Outlot B & C consist of open space, trails and two (2) stormwater basins and one (1) infiltration basin. Outlot D is a walking trail which connects the development to the east, Klein Farms into Meadowbrook. Edmonson Avenue will have a north/south trail the entire length of the JP Brooks AoO� Office: 763.645.5980 info ajpbrooks.com 13700 Reimer Drive N. #100 B U I L D E R S JPB LAND Fax: 1.877.732.9423 www.jpbrooks.com Maple Grove, MN 55311 Meadowbrook development. Both trails are constructed by JPB land. A total of 10.45 acres of open space will be within Meadowbrook; more than 4.13 acres will be used specifically for public use (BMX park and trails). JPB Land will deed Outlots A, B & C to the City of Monticello. As it relates to the comprehensive plan, Meadowbrook meets at least three goals; Growth and Change, Complete Neighborhoods, and Natural Environment, Parks and Open Space. As stated above, Meadowbrook offers open space to its residents which provides a linear open space corridor within the Community. This produces opportunities for recreation, enhancing visual beauty, and shaping the City's character. Meadowbrook is installing more landscape than what is typically required - which has been agreed upon by both the City and developer to create a sense of place in the community. Our development is within city limits and is surrounded by existing residential developments on all sides, but for the southern parcel. In addition to connecting sidewalks and trails, Meadowbrook proposes street connectivity to the existing developments. Meadowbrook is similar in nature to the previous proposed development for this parcel. JPB Land will be widening the left turn lanes on Edmonson Avenue to continue the smooth flow of traffic and our plans reflect approximately two (2) acres from the Meadowbrook parcel to be used for Edmonson Avenue expansion. We want to thank City staff, Planning Commission, and City Council for their time and consideration with the Meadowbrook review process. We look forward to working with the City throughout this development. Sincerely, Art Plante COO, JPB Land LLC MEADOWBROOK KNOW ALL PERSONS BY THESE PRESENTS. That 4—D Sisters Investments, LLC, a Minnesota limited liability company, fee owner, and JPB Land LLC, a Minnesota limited liability company, contract purchaser of the following described property situated in the County of Wright, State of Minnesota, to wit: The West Half of the Northeast Quarter of Section 23, Township 121, Range 25, Wright County, Minnesota. EXCEP T.- The South 456.27 feet of the West 466.69 feet of the Northeast Quarter of Section 23, Township 121, Range 25, Wright County, Minnesota. ALSO EXCEPT.• Commencing at the Southwest corner of the Northeast Quarter of Section 23, Township 121, Range 25; thence Easterly along the Southerly line of said Northeast Quarter, a distance of 467.11 feet to the point of beginning; thence continuing Easterly along the South line of said Northeast Quarter, a distance of 940.0 feet; thence Northerly parallel to the West line of said Northeast Quarter, a distance of 696.69 feet; thence Westerly parallel to the South line of said Northeast Quarter, a distance of 1407.11 feet to the West line of said Northeast Quarter; thence Southerly along the West line of said Northeast Quarter a distance of 230.00 feet; thence Easterly parallel to the South line of said Northeast Quarter 467.11 feet; thence Southerly parallel to the West line of said Northeast Quarter 466.69 feet to the point of beginning. ALSO EXCEPT.• That port of the Northeast Quarter of Section 23, Township 121 North, Range 25 West, Wright County, Minnesota, described as follows: Commencing at the Southwest corner of said Northeast Quarter, thence North along the West line of said Northeast Quarter a distance of 696.69 feet to the actual point of beginning; thence East parallel with the South line of said Northeast Quarter a distance of 435.60 feet; thence North parallel with said West line, a distance of 200.00 feet; thence West parallel with said South line, a distance of 435.60 feet to said West line; thence South along said West line, a distance of 200.00 feet to the point of beginning. Hove caused the some to be surveyed and plotted as MEADOWBROOK and do hereby dedicate to the public for public use the public ways and the drainage and utility easements as created by this plat. In witness whereof said 4—D Sisters Investments, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this ______ day of ___________________- 20______. 4—D Sisters Investments, LLC ---------------------------------------------------- (Signature) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - P - - - - - - - - - - - - - - - - - - - - - - - (Printed ted Nome) (Title) STA TE OF ------------------------ COUNTY OF This instrument was acknowledged before me this ________ day of _________________- 20______ by _____________________________- _______________________ of 4—D Sisters Investments, LLC, a Minnesota limited liability company, on behalf of the company. ------------------------------------------- (Signature) ------------------------------------------- (Printed Nome) Notary Public, County, Minnesota ---------------- My commission expires ________________________ In witness whereof said JPB Land LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this ______ day of ___________________- 20______. JPB Land LLC ---------------------------------------------------- Art Plante, Chief Operating Officer STA TE OF ------------------------ COUNTY OF ---------------------- This instrument was acknowledged before me this ________ day of _________________- 20______ by Art Plante, Chief Operating Officer of JPB Land LLC, a Minnesota limited liability company, on behalf of the company. ------------------------------------------- (Signature) ------------------------------------------- (Printed Name) Notary Public, County, Minnesota ---------------- My commission expires ________________________ SURVEYOR'S CERTIFICATE 1, Pau/ E. Otto, 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 ore 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 ore shown and labeled on this plat. Dated this ___________ day of _________________________- 20_____ ------------------------------------------- Paul E. Otto, Licensed Land Surveyor Minnesota License Number 40062 STATE OF MINNESO TA COUNTY OF WRIGHT The foregoing Surveyor's Certificate was acknowledged before me this — — — — — — — day of 20_____ by Paul E. Otto, Licensed Land Surveyor, Minnesota License No. 40062. ------------------------------------------- (Signature) ------------------------------------------- (Printed Name) Notary Public, County, Minnesota My commission expires ------------------------ CITY OF MONTICELLO PLANNING COMMISSION Be it known that at a meeting held on this ________ day of ____________________- 20______- the Planning Commission of the City of Monticello, Minnesota, did hereby review and approve this plot of MEADOWBROOK. By--------------------------, Chairperson By------------------------_, Secretary C/ T Y COUNCIL, Cl T Y OF MON T/CELL 0, MINNESO TA This plat of MEADOWBROOK was approved and accepted by the City Council of the City of Monticello, Minnesota at a regular meeting thereof held this _________ day of ___________________- 20_____- and said plot is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. By---------------------------- Mayor By------------------------ City Clerk WRIGHT COUNTY SURVEYOR I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this ________ day of ________________- 20____-- ------- --------------------------- Wright County Surveyor WRIGHT COUNTY LAND RECORDS Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable for the year 20_______ on the land hereinbefore described hove been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this _______ day of __________________- 20____. ---------------------------------- Wright County Land Records Administrator WRIGHT COUNTY RECORDER I hereby certify that this instrument was filed in the office of the County Recorder for record on this — — — — — — — — day of — — — — — — — — — — — — — — — — — — — — — — 20------- at — — — — — — — — o'clock-----.M. and was duly recorded in Cabinet No. ------------------, Sleeve ----------------, as Document No. -------------------- -------------------- Wrigh t County Recorder Vicinity Map Not to Scole SEC. 23, T. 121, R. 25 �--I.--.--COUNTRY A vE � :::....:.:.:.:.:.:.:.:.:.:.:.:.:.:.. PARK Q EA TON 9 DR ��� CIR NE ; ;:;:::; 9 �sTF9 .... ............ o 1 C n 11A/ / I �vvv / �r ...1.............. 87TH ST NE 7TH ST NE::::::.l.:::.::::::::::::::::::::.. Q O ..:. ? z W J O m = Q 86TH) Sl NE 85 TH S T NE , PROPER T Y Q L OCA TION 0 ^IA/ / 11 O ^r- I / n W v v , i `r W �_ i �r Q WTTO SOCIATES Engineers & Land Surveyors, Inc. SHEE T 1 OF 3 SHEE TS / DETAIL A MEADOWBROOK/ SCALE: 1" _ 2013 94 �r denotes 112 inch iron monument found RLS Can No. 7439 A / '�- 341.34-�, .� / / N8879 30 "W t (Unless Otherwise Noted) \ \. Wright County Monument at denotes 1/2 inch by 14 inch iron pipe set and Bearing Orientation: N/\. Droinoge *-the NE corner of the NE 1/4 marked by License number 40062 The South line of the NE 114 of Section 23, I N �& utility I of Sec. 23, T. 121, R. 25 0 100 200 Township 121, Range 25, Wright County, / Easement O denotes found Wright County Cost Iron Monument I 1 / Feet (Unless Otherwise Noted) Minnesota, is assumed to bear N89 06 39 E. W SCALE IN FEET o Wright County Monument of 1 ' 1 INCH = 100 FEET L denotes PK, nail set \ oo the SE corner of the NE 1/4 00 N / of Sec. 23, T. 121, R. 25 Do/r'/ r-/n / r-A A 4 00 /\ L. L_ l/ V _ l i-i l\ l V l / \� 53.58 2 / / N882 9 30 W /_Jn^^lA �� ` Found Iron I ��` / �J n / A Tl / A n l ^ /�/1 / /��T �l ,� c� 7 .. q rl q q q -RLS /13057 , c` / \� I V/-I / f 7/-I/ V -r \ ♦ T l I 60 A r1 r1 / T / n n / / / , J / G: ,' / !.� �V/tJ i-i LJ LJ l l l �J l v t ^`` N0136 50 E 696.69 r 7 I I r-1 LJ LJ I I I �/ l v �- J / , ' (, j "i >I 1 282.54 60 '7 `� r N Line parallel with the 186.34 S0151 34 W 1934.98 / L " r O West line of the NE 1/4 1 423.47 ' l / / 81.62 11 I of Sec. 23, T. 121, R. 25 T I: ; �' � 460.29 / 540.20 ,1 `r 0 50 `So / ,.y� 470.69 _. to h (0O E. line of the W 1/2 1 / -oNo�p i6 •�`cp�` I .-Of the NE 1 4 of Sec \ 6=40 26 56 R=150. 00 .`Found Iron C ^ �� 3 / S �' ry 23, T. 121, R. 25 , :'•� L=105.89 Ch d=103.71 RLS 1119839 ti W �S/ / C. Brg. = N65 3732 "W 0j (o°' 0.0 0, / S /'S85 51 '00'E 2714 S03'00'37"W "OI SO 0742"E I / `' �N �. / \� O° �° \° �,`b� / 586 59 23'E i •'39.95 I '/ N� % J�`� G' �`°��� / / d=2 2946„ 0p" R=530.00- :�:::� \�' _\28.33 , > I / L=23.09 �::\ \ S030037 W " I e 0 C. Brg. = S86 31 '17"W \ ' 52. 63 I/ y\ ec� �o \ / Chd=23 09 j : S85 51 00 "E 5 0 . 106.58 /TLJ\/ A .r- �... F.0 O 00 N64.12'00"W �'' All of Outlot C is / / �, G,� _ ; �\ q v I I \ l i-, V L- . to : 30 �:: �40 .. + 1 / i ' \ 160.91 I d= 8 52 36 a Drainage & S2 32'36 "W R= 470.00 1 i Utility Easement \ - - [ \ / ,:-d=051'40" T / \..:aL=72.82 ,. �� O 86.81L • 1 �• \' \ \ O U TL O T G : !/ / R= 560.00 L = 8.42 N25 05 28 E� '� 74; / 52.97 C. Brg. = S89 42 42 W \ 0 cN Chd= 72.74 I • :,_Utility Easement per 60.76 j �: s d=536'14"� •� j / N \ . \. 60.00 /\ Doc. No. 634336 S64'12'00'E \ 3S, R= 740.00 1 / ` SO4 4336 "E °^° q I _ i �, O �o��� L=72.38 , ry , INSET W �4-- < N /ca (SEE SHEE T 3 In OF 3 SHEE TS) � 2 191.24 Ica '� z N67-55'03"W `•'\ SAS; v' rn 1 J C� 66.02 N22 54'01 "W c'��. / / r 1 124.51 -. 121.29 , ^� o _\ S4 59 59 "W SO 37'06 "W O o ° d= 11723'l7" \1 / _ .. O•� r 3 00 � 2 R=60.00�:•-.. / 6=5 56'03" .i•/...�"',� i• �^ o, �' / r ^ w oU° L =122. 93 \ / R= 800. 00"" ,")rye / 0o u C.Brg.=S6056'58"E j / L=82.86 / V �i�O 6=J'10'45" R=470.00 j MW a I Chd=102.53 / / V�h - :-L=26.08 Chd=26.08 OUTLOT F 00 1 �co�. C.Brg.=S195523"W „ 4 ° N 57.05 N713960.00�\• OUTLOT B / ..._..:wd=654'03" - - A/l of Outlot B is �?N4858 29 E '•• j� R= 530.00 ,�•• I W N NZ J 1 L=6383 j a Drainage & / Utility Easement / 1 C. Brg. = S14 5259 "W C } / Chd=6380 h / / °' ", /: _•••-NEe1/4rollel f Seca 23, eT•West 121, Iine of R. 25 the aci / CPO C � N ! SO1 '36'50 "W 466.72 meas, j .7 S6sr2 pub (3 rr � - (466.69 deed) ,1 8• 5 � ° o -' / / �63 6so� o l \ 200.00 SO '36 50 W 67.02 `�sr N Line parallel with S250624'E the West line of the / Z NE 1/4 of Sec. 23,- q I T. 121, R. 25 \ N I l 544 5438"W '\. O° ' `�� �OUTLOT A / 14.11 (0 AZ 3 �� 1 I `�>S All of outlot A is S45 05 22 E _ r� 2 (�\ '� j .. I a Drainage & 3 �, < \ \ Utility Easement / �� 0 O SEE DETAIL A - -.. i .l `I - \ °a �, o - _ " 466.27 o W �, w " O » co �,.cN ./Nr-� -7-/ A l N �: _ N88 29 30 W r cn o , ` N S1 30'30 "W i o ` \/ v 53.58 Centerline of Utility v� -j w ° \, 38.06 �Eosement per NSP N 130'30 "E Doc. No. 477484 q 50 / N S88 23 10 "E 15.00 / r \ J j co O :. /25.50 �. N882930"W / W. line of the NE !� / • � _ �104.01 1 �'��-l/4 of Sec. 23, T. N O 41 D. 59 "'- _ f' 121, R. 25 SW corner of the / 758.71 O I NE 1/4 of Sec.-. _ 00 .1 - ?O 55.06 - - - - - - - - -.-. _ S136'S0"W 1731.43 �1 1 >38.56 ,"� 209.08 _ _ - I • _ _ _ _ _ Z I 23, T. 121, R. 25 \ _ _ EDMONSON AVE 229,97 meas. -^A _ - - _ _ _ 55.05� - - - l y/ v v �. v / v r-1 v _ l v E_ + NO 1 '36'S0 "E 1731.29 _ \ I : �31, 35 �, 1 / 30.00 deed) -\ l t_L�IV/v/ vim: v/ v n ��- n ir_ - - - I - n, ,T� �T A - L L - - --IVL_ /VL- 200.00�� - -- -- -- L/ ; - - - - - °p Set k `� ' I 466.72 r > 80 I - - P � ° /�� ,n /T\/ LJn A n n /n a 696.69 I soilv. S0136'S \ \ C ` / F` CLr k,/ L, r; q rl �,l _7 r A r-r- A I/ l r-I=� I T I n/ r- /(�`\ 1-L-/-I l f7�_l \.� I �J/ v�_ I ^\J r-nA enn /^ten / r- �\ ��^ _� / / '� I I �� �L_L//VII.// v l.// V l \ILJl2L_ J\ I I w L \ \ I Wright County Monument at the NW corner of the-" NE 1/4 of Sec. \ SS�C�ArEs 23, T. 121, R. 25 / c\` Engineers & Land Surveyors, Inc. SHEET 2 OF 3 SHEETS MEADOWBROOK INSET 27.98-7- S88*23'10EtisAFos0 00 7"_25.50 -1 C, 0 60 640" L = 8.42 R=560.00 Q) 60.00SO�?F -�19.43 Chd=8.42 C.Brg=NJ4*4758"E 25.50 26.08-Z�� 4, CIS 0 ce, 01-27 19-7 0/, 100,7 S/, 0; 4- 0. �11 olte S 0, �T - 0/' - L oc� +0 0 0-17 N - ZL :,20.35 :171 *L_1 Sf L117 7 J4 > 4/P < 2 'E N48-5829' 14- V-21 9. oj-�,.. 5 7 O�' . L=1352 f Drainage & '50" 3 Utitity---- Eosem en t 6.74-+t. 60 (0 4 J� .00 6? 40 .0 '---:-2J. 5 X e_5 0- _(� V b�, 4). _ C11__ 0./,:Pl Q) Al b C\ISI Q,1 A= 5J6 14 co Drainage & 1�- �. A 5 L=72.J7 IV' S, T- Utility Easement co 'Zi 49 86 1 786 N77*15'49"W .00 <1\ A) - 4J. 06' 00 \,&- .1� (_� 0 QX 4j 6 �b w 00 F 1-4.90 (30 05, z .1j 1V 0. 1, cp 0"?2 Q_), 00,:� zo `7N69108'26 "W �X, 6 N. 0 8.00 Q. 7 5 Q) C� Ps 0*, N88 9' O"W Qs 60 .gyp ', Q) -N)62 -j" 00 Q) >N25'05'28"E Nt 5 52.97 5800 N 74 9-jo"W" 577-1549"E":... 1R4) 8 A188*2' Q) Q) 2 'AA 1\1 1s6 z43 00 QoQA,) 1, 2o., 1\( Lr) 1�1 AA 0 58.00 4 49 E 0 Q 86.00 (5� Q11 Cd N88 *29'JO "W I " -\ ... 4J. 00 V S77*15 49 E 714 Q) 86.00��-' N88 *OO'j 1 "w Pj (i) *5 V 3 'A� 58.00 ( - 8.00 N88*00,343 00 0 Uy A 0 F w 4J. 0�•A188'29'30"w' (00 Cl) cb I C� , 11 " , I .... -P. 0 b / , i 11w r1l: .21 Q) I/ Cd JV /�, 5/ 60- N88,00,3 Nt 1 i 11��) N 1 \ ./ \' O. 0� N 6 N88100'J1"W (z) <,, �> C) �0 Y co4 ', C� �< N 61�_ N�� 0 0', 4J. 00-:`--,.. 'It <! 1��, I (Z-) -44- 3��, 9 - - "I cb- 'q. _43 00 Nt -0 _V NC Q) Q) V/ Cl) N 5800 .41 L, I ,.t S88100'ji "E 0 "k. IJI 61, 4 -;o Z) Z_ 0 cS.N .0, (d 5 111) L�jo_i�Q. N N882 '30"W 9 5800 6 Q) Q) 1 16 7 (�,, 0) A=J'27'4J" Z�i) q) 72 5 8 1 1 ": 5 I.P `5 0 R=5JO. 00 N $0 r- Zo 9 /C- �_8 "t Q) 0) 58.0 7� 0 Lr) L 52.02 6 7 9 6 5800 N 0 S8810 ") OUTLOT D -00'J1` -1z) (0 - Q) to '2r� All of Outlot D is a 60.00 j� Q N88-29',30"W S88 0'J1 "E S88*00'31 L S6,; q (Z) (Z) ..,j 15 4J. 00 !� \T,�' 4J. 00 56.22<; N q'P N Q) Drainage & Utility Easement > N --t , 4j 4 3 ;_'N 71 *J9'5,9 "w 4-- 174. 6=5'12 1 20 "1 co-o 6 C 10 N 3 5800 -j ,It 4 c-,CJ 4 60. Q). 11.00 __J L 9,jo V J. 00 43. 00 "t 6=10*21'46" --J --7L -27.26 95.85.e` P9 e .. . S8810 . . V z N88'2 Nt 0 'P1 'E 86.00 ......................... L .70 r_1 --L� 3478 - - _j L - - CON 6700 58.00 ...................... U 62.00 - _j I/\, Rz::-JOO.0 7 S88'20'J6 "E S88100'Ji "E R= 5JO. 00 Q) A,) S6' .17 (_�, 62.67 A=24'15'U1'1' N Cb 0 Drainage & S864650E 160.45 J k__�L=550J 58.00 Chd=95.7J Cb 24" Utility Easement O -d L2 N-38-29Jo"W C. Brg= S 16 '36'51 "W C11 N k 1*1' J0 Q) 6=J*10'45 R= 4 70. 00 NE 8 4zzqq. Jf" '360 *00 2 N88*29'jo"w 341.J4 9 -0, _24" 46.01 .. Z!�_ - - - - L =26.08 i 58.002 S86*4650"E 160.45 6=2J'51'00" 3 C. Brg. = S 19 *55'23 "W cc�' 6. C\4 11 15 _/ - �*003� A--g::! v, 0 9 55.24 L=54. 1) N88 29'Jo "P Chd=26. 08 61.98 4j, 2j 0 .1433 - - -JO'JO w 1-60 �6 - - - 104.01 C) N74 38.06 Z=0-55'45'1 NO 1 *JO'JO "E I ;, -P C) \% _:�L 5.84 15.00 \::-,N88*29'JO"W C) vi 1 53 58 114- IN -,d= 1-9'J6'0 1 12 L=44.47 21 1 110 'N I 1'� Qi I to I 1�0 I 5 L... _ !..r - J7 I 60 _S86'0J'41 'E 143.20 1 2 I IN 3 4 c'4 S86*4430"E 112.15 _j 3 13 Q� I L S86 *OJ'4 11F 14 (Z I Q� 6 4.45 __j 4.58 N Q) L - �? C,_ L - - - -j -6 - - 69.59 Q) 14 k.L-4-J 5F68 41 V85 5924'UI.67�C)_NN Z ' % 8,52 "260. N84'58'55E _k �L S860J41 'E 145.69 I . V) I c) N(_) 7 Q) Q) V) 01 Zo L s85*5-9,58,�- iii.o8 _j 15 Nt I ')( - - - 1� I Drainage & Utility Easement. _,C, L _S86-0J41�F 14,5.,94 OI 21 Z A= 2 *29'4 6 R= 5JO. 00 =68*2 L=2309 /2'51 O� 6=59.0201 D I 16 'I-- - - _j 0)I 60 L=82.11 R=5JO.00 51.44-- SO4 *4JJ6 "E A=8*52'J6" S85'5 1 100 '1E 55.01 --• j' L�=,9,7.,66 60.00 _Ij 87TH S85,51 100 7- --.26.4 7- SO3*00'37"W STREET 2714 4F "A 16= 8 *5236 L = 72.82 50 40• R=470.00 S855lOO"E L-lpsss6•• 52.63 .-60.00 R,1,5 (99 ' S86 *59I 2J E i C h 00 SOXOO'37"W,::��-` -0 28.33 S8575 COO "E`:::�"l C.Brg=&6,,. 53.81 0 60 120 I Feet SCALE IN FEET 1 INCH = 60 FEE T 0 denotes 112 inch by 14 inch iron pipe set and marked by License number 40062 DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS.• 6 _J L - - - BEING 12 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, AND ADJOINING RIGH T- OF- WA Y LINES, AND BEING 6 FEE T IN WIDTH, UNLESS OTHERWISE INDICATED, AND ADJOINING LOT LINES, AS SHOWN ON THE PL A T. /-N SSOCIATES Engineers & Land Surveyors, Inc. SHEET 3 OF 3 SHEETS FINAL PUD DEVELOPMENT STAGE PLAN SET I MONTICELLO, MN / r-,—J - -7-/) Ail r- L_/—/ r7L_, ' l \ it L_ I I I I ^r-/\lln rn r-nA Alin /^/'1A / \r- I r-r A T/ /r- J Tl�n Ir- /_J/n/ nn/TInn / � /-t_/-1 / r7�_dt_ r_nA AIlA /^llA / A I /r-n /l ir- ``/V/U/V :l//V /-IVL_lVUL-- w . _ .. _ EDMONS ON AVENUE 1 1 OUTLOT D 1 4321 1211109 876512 4321 4 2 2 1 MEADOWBROOK DRIVE 1 3 4 0 1 8 1 8 1 3 2 1 32 4 d ° 2 0 7 2 7 2 r-- 1 �� Q —�— �� 4 5 6 42 5 .� 5 0 3 6 3 6 3 Uj 6 � 9 5 w 4 5 4 Q 5 4 Q RI VERSTONE A 2 23\ z � , J� 3 6 6 Uj � 1 m 1 �� w 3 2 1 4 7 \ 0 8 0 6 1 2 J i 9 J 7 2 5 2 12 11 10 9 8 7 1 / — Iv% J C� i I 1 14 1 1 2 t 13 3 El r 10 7 REV. NO. DATE BY DESCRIPTION 1 4-11-25 T.J.B. REVISE POND J12, OUTLOT C & BLOCK 4 2 4-23-25 C.S.O. OUTLOT A & LOTS 1 & 2, BLOCK 1 co J �� = Q OU I LOT D i�- 6 3 m g 3 Q 4 3 -` 6 5 4 5 4 7 r-nUNTRY AVE 2 12 i1 1� 8- in/ -Tr-, J r7U/V/L_ 7n/n V 10 E 10 8 7 11 12 I I A nn/T//IA A I A T-/ I A/^ I hereby certify that this survey, plan, or report was prepared by my / v/-1 / r 7/-1 or under my direct supervision and that I am a duly Licensed Land Surveyor unde the laws of the State of Minnesota. Paul E. Otto License #40062 Date: 4-23-25 1 MEADOWBROOK 6) 80 / lT/ .nT A I V L _ NE STORYWA TER BASIN OUTLOT B /ill T L r7 DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT www.ottoassociates.com C. S. 0. T. J.B. WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER 9 West Division Street UNDER THMLAWS OFT STATE OF MINNESOTA. TTO Buffalo, MN 55313 CHECKED A P� (763)682-4727 SSOCIATES Fax, (763)682-3522 C. S. 0. Coro M. Schwohn �btto DATE: 4-23-25 LICENSE # 40433 Engineers & Land Surveyors, Inc. OUTLOT A C� -7 : �; i o: 1 2 I � 3 LI `r 4 5 _ 4 I \ LIJ L f � AI p 100 200 Feet SCALE: 1 "=100' OWNER: 4 — D SISTERS INVESTMENTS, LLC A T TN: GREG OL SON 1645 10TH STREET SE BUFFALO, MN 55313 DEVELOPER: JPB LAND, LLC A T TN. ART PL AN TE 13700 REIMER DRIVE NORTH SUITE 100 MAPLE GROVE, MN 55311 763-285— 4795 PARCEL DA TA:. GROSS S1 TE AREA: —56.45 AC, EDMONDSON AVE POW- —1. 99 AC NET DEVELOPABLE: —54.46 AC. PROPOSED SINGLE FAMILY* 180 LOTS 62' SINGLE FAMILY (50 x6O' PAD): 56 LOTS 52' SINGLE FAMIL Y (40 x6O' PAD): 27 LOTS 52' SINGLE FAMILY VILLA (40'x8O.5' PAD): 6 LOTS 62' SINGLE FAMILY L 0 T (50'X63' PAD): 18 LOTS TOWNHOMES. 73 LOTS OVERALL NET DENSITY. 3.31 UNITS/AC• 180 UNITS / 54.46 AC NET DEVELOPABLE AREA. TOTAL OPEN SPACE. ^-15.59 AC OUTLOT A —3,11 AC OUTLOT B N2.87 AC OUTLOT C ^-4.27 AC OUTLOT D ^-5.03 AC OUTLOT E 13,559 S.F SHEET INDEX SHEET NO. DESCRIPTION 1 FINAL PUD DEVELOPMENT STAGE PLAN 2 EXISTING CONDITIONS PLAN (NORTH) 3 EXISTING CONDITIONS PLAN (SOUTH) 4 FINAL PUD PLAN (OVERVIEW) 5 FINAL PUD PLAN (NORTH) 6 FINAL PUD PLAN (SOUTH) 7 FINAL PUD TREE PRESERVATION PLAN (NORTH) 8 FINAL PUD TREE PRESERVATION PLAN (SOUTH) g FINAL PUD UTILITY PLAN (NORTH) 10 FINAL PUD UTILITY PLAN (SOUTH) 11 FINAL PUD GRADING (NORTH) 12 FINAL PUD GRADING (SOUTH) 13 FINAL PUD EROSION CONTROL PLAN (NORTH) 14 FINAL PUD EROSION CONTROL PLAN (SOUTH) 15 FINAL PUD SIGNAGE, LIGHTING, & MAILBOX PLAN 16/L 101 FINAL PUD NORTH LANDSCAPE PLAN 171L102 FINAL PUD SOUTH LANDSCAPE PLAN 18/L103 FINAL PUD TYPICAL TOWNHOUSE FOUNDATION PLAN Vicinity Map Not to Scale SEC. 23, T. 121, R. 25 .1-4COUNTRY Q / A VE U POR --7K N R �U L � � � EA TON '� �� ........... '9 D 1 7 C/R NE '.'..... ... ...... "s L.. .. ... .. .... �. L- ....................... ' .... t z A/ I A/ Q 7 / A ... .'.' 22 / v v v / �'' r .'....:. .:.:. .:.: :.:.:.. 87TH ST NE 7TH ST NE Q .......... C� W 3 - t 86 TH) S l NE I LI C IJ `r 85TH ST NE , ` PROJECT 3 I Q 1 L OCA TION \ V _ LI-111 VV A nn/T/nn/ L - - - - MEADOWBROOK JPB LAND, LLC MONTICELLO, MN FINAL PUD DEVELOPMENT PROJECT NO. STAGE PLAN 24-0314 DATE: SHEET NO. 1 OF 18 SHEETS 3-28-25 p ST ST ST ST \ L O 1 moo, �i9 � j Existing MH \ Q / \ -Rim=957.88 I I I X \ -Existing CB � Inv=951.71 L in / Rim = 956.92 = Surmountable i- 4 (-D O 0 12 _8" DIP Curb & Gutter Existing MH �� DIP WM \ WM Conc. C)No�� -Rim=959.50 -Benchmark: L / l r- A - A A ^ ii -r /� A r1 n / T/ �1 n / FF=959.03- Existing �. I/ .7 lnv=954.76 1 E evotion=962.32 Feet / Q /{ I r- l A l - , `t I% /-i LJ LJ l I l lJ l V 9 -15" RCP 10 G✓ d ��� � f \ L • L_ I i v l i-t l \ /Vl `.Qo / ^ House �...� m �� .../ , / -Inv=955. 10 (N.A.V.D. 1988) °j w?�s W / l S� _� o / / j 0 -Fence y�c� �j �, G. f 958.67 X955.78 T�T A �\ s _ OyF i w o, SS 6 SS 12" PVC •� / X o �J oX X s66 96� ...96G'46 I D� T ...i' / .9h6� X°n 958 X958.81 k N \-,•^ - „ 9s �-21 " RCP Conc. Sidewalk- 951 _ 0 ��,L 50 5� -16" DIP WM2X 95�40 X957,03 :�ShedExis n9 X Son. 95 �96 �.. � a 41 Lilocs C ./ r-I A / r-A L)A A^ ti �)n Ann /fin n / ,r� A ON X rn Rim=959.80- g o 6i) { - - \ NF 953.78 S -� / \ f \ L \ O Inv=953.95 Fence- •` 9s nv=945.34 9d, `' y f\ L_ L- l I V l i-I l\ I Vl LJ l l I / V \ i l \ LJ / V� LJ lJ g .._...-...-...-Fence- \..._..._...-... 956..._... 6 I V• �� ,. . 1 . I �I IL 6 1- N ' O o i9 L i C13i i� ..n� n� n� /��sj Inc n 58 n.31 9 y p A = 1 , /J ( �J L• j� # 958.21 p s.. _Utility Eosem j � / \ / 0 60 �20 Existing MH 9 o O I I \� Electric Transmission �: g5g.22* 9 \8 0 3 6 Rim=956.26 -cn,. N 9 52 Easement per Doc.-::' 0... s - Feet Field Line 8_ _ N _ _ _ _ - SCALE: 1 =60 Inv=945.58 D ONF of \ \ No. 4754,1E \ 9g X958.52 - \ 25. 25 9 Xgs3�2 X95352 - X 953.39 •� _ _ - o/y S'C rn 0 �� Oy \ _ _ - -� - - - - X 957.34 \ 90 PID NO.: 155500231200 \ - \ �,- 95743X uq EXISTING ZONING: R-1 SINGLE FAMILY RESIDENTIAL I ~ s4 4 � \ \ X \ h� % �\ � 6 958.O�C � \ X 958.58 - Ln 88� -� 0 \ \ ON \ON 953 )6 Cj / co c 95 \ \ TOTAL PLAT AREA 56.45 ACRES o F F I coo I \ d C� 4� \\ \ \ \ / \ ST'Rc� O ON h h0 X9 a� i \ o NF 0 / 6� / �., • ^� co Conc. F �� 1 55.51 \ \ \ > > / 0 9 / 9 \ �',ys� X958.54 rn :'Pod 6 w 0� \. OC\ \ �� 08 \ \ OC I Xg\ \ o\ /Existing \ O X s . 0 F �...-Top= 953.1E \ 9 F F � 65 \ of �,� ^o . -.: House ON- a 'n o `so I \ W. Inv=945.7E \ : �.\ \ s�0-, 1^, -Co c. \ 0 n 55 cr 33�0 3 \ � O E. Inv=943.01 w w► g6 F / NF \ tiF SB X 959.36 X 959.33 �J .� ^ �� �� Su oun table O = oh X S �6 N \ \ O \\ \ 958. 18 958 \ o,, \`Oo oT. �o _...-Bit. FBits Driveway tiF o F rn _ \• / \ \ / i <' ca / �...�Cu &Gutter xO`° OyF :"9, 9R8 \ \ \ O -'�z Oy \ 958.59X g60 \ �...�\ °' o \ ONF Son. MH \ pF o 949.33X :�� \ F \ \ F \ \ \ X958.85 � -Edge 958 k f - - I .!957.99 - \co N / O \\\ ` \ \ Q f i 1 A CJla' n�J�i it im-956.52 a 1 O /y O \0 X960.21 \ o °� o B t. o:� I rn h :�h F y, \ ,i, \ SB \ e Oh8»PVC _ 53 ,-���1� v��lv�- Jj SS SS ONF ! I coo � \ ONF 96 �F O i/� \ O X�47.J9 1 r \ \ \ O \ 959.7E \ \ S WI Bit. Read W +W 958 W W �. ^ 6 \ tiF / \y N ,<958.07 \ \ ST .• � �w ON 6 ONF •/; / / / \ F F \ \ C,� \ '��\6 D/P WM � `yS8s6 _ 956.4 $ 1 \ /\ g48 ho/` �ti� / / / X964 0 \ \ ON \ ON X959.50 �YD -.�. 1 O �\ O / \ Oti g F F ` \ \ ` �.. ," �8 Son. MH LEGEND L \ -Rim=959.33 \os \ 2 � 5g 0 \ \ 0 988 denotes Existing Contour \ \ \ 95 9 \ \ O \ 0/y cor\-FF=964 \ Inv= 946.83 58.I49 a 56 960. \NF F \ \ \ \ 988.0o X denotes Existing Sot Elevation / 0 /y Bit. Driveway 9 P IMF NF 9�0 F 9 2 oNF \ \ \ \ Conc. FF=980.40 denotes Finished Floor Elevation Existing CB96 �.6Rim=955.01 h= \ O 95gii36 \ ON /� 0 96323 O g64\ \(b 95\-FF=961.22 �T denotes Telephone Pedestal Inv=950.81 OJ \\ Xy \ \� �- - 7X96 \ tiF 966 ; O 0`� �� -FF=961.22n denotes Sign cn 59>\ �\ 27 96 96s 96� :. (iftiF \ .54 6 '�960 \ ON3s 96 ON 964 �fyFo \ \ \ ems _ denotes Guy Wire F 962 O s o -Exist g House %� \ o o � denotes Power Pole \ `� denotes Light Pole � °�' •�� � �� g61. ' \ 0 g60, oN � Fie/d�ne= � \ 958 960 \x o � f pPr ON- C) � \ R < > a NF �\ O oN 88\ cv _ w -� I \ tiF \ 9 \F \ ✓ 6g S,o \Fence / otiF �F' - denotes Water Valve _ denotes Hydrant ( \. Conc. Walk-... a \ 1 /y� \ \ / 9s� rnyF / \ \\ \ J O Existing MH O F O X O ® denotes Outlet Control Structure Rim = 961. 56 - �� N� cn I 1 Q NF `9 , \ \ NF \ o < rn \9 \ \ o F i Inv=955.11 �? .6 h l \ \ \ •o���SB / 0 \ \ \ 956 X956.12 denotes Sanitary Manhole Li \ 4", \ T I v�� I m e/d / i \ I 9 \� ON- \\ \ otiF \ h4� o I 7 ONF tiF \\ 951.24\ �F 1 denotes Storm Manhole � ne, 60 \ \ Field \ ON f °� '� ui denotes Catch Basin 0� \ \ ON \ \ ONF \ 95Q 90 ON \ �. \ \ \ / L \ \ \ \oNF QQ denotes Catch Basin - Round s is r� °' \963 \ \\ \\ ONF � J I rn qh � -4' .... i r7 r Air- � a w Bit .�SS°p S1 zo /8 ON \ 9 9SA otiF gs2 9g9\ 0 I X956.35 1 \ \ � s\ N (� denotes Deciduous Tree denotes Coniferous Tree Lj i I 8 � \ Son. MH a�.. �� - g61.97 / \ O 956\ O \ \ 9s2 9S O �� \ F \ O denotes Soil Boring Rim = 961.83 66 I NF l NF \ sr NF \ \S¢ X 957.11 .Inv=936.30 /96\a WM 1 I \ \ \ ONF \ �s�\� \ \ \ 9s2 \ h� : �ExJstmg w denotes Water Line )_� f 960 \ \ \ Buildin L / l••' `b - X96337 \ C, \ O s 0 X950.85 \ 9 9 GAS denotes Gas Line Curb &Gutter 2 0 J�p� T 1 1 �•� 17/0 ONF \ NF ssr \ NF \ \\\ s6 `Qs6 96 ti I \ o c*,�^ � P of 9s8 \ \�R \ \ \ 0 \ 62 ss denotes Sanitary Sewer Line 11 Conc. Walk C I� ¢ , \ \ \9 \ S Fiber Optic Box- O . g6� \ o apnyo'(!jP^ ONF ��OQ \ ONF �\ \ \9 ONF \ \\\ \ �2 9sA \ 6 ST denotes Storm Sewer Line Existing CB 1 `--� �9�s��Fos�'' sfo 0yF \ oHE denotes Overhead Electric Line I \ �JP''fp\ ON \ oyF \ oNF X9s\\ \ \ x x denotes Fence Line Rim=959.20-I I °j I 'S F \ \ O X950.0\ O ON Os X - - - - - - denotes Drainage and Utility In v= 955.68 \ I \ w I I X 963.85 \ \ \\ NF SB \ \ \ / NF\ - F \ I \ ONF \l \ 9g043 X950.20 otiF 954 denotes ent X 960.24 \ LJ denotes Building Setback Line I#>># \ :::::: I \ ON - \\� ONF \ OC 0 O/yF 956 \ \ \\ \ ^O \ \ Fence a �,) Front _ 25 °' \ \ \ \\\� ON- �\ X959.37 oNF h'F Side - 6 (20 ROW) L•< <° a � � � I � I \ \ ONF \ � \\ NF A 0 �h NF \ 'h^ O \ oN hh� �h�. Reor = 25' I 11 \ �� 95 NF O \ N-\ F X\ oN \ \\\ Oh'F \ oNF h , =m N , I \ F \ \ �\ ON o X9 O oy \ �, o� / \ \ -� \ F mo co \ g96 `so X9Q \ �NF \ F 955.00 I \ X r33" RCP I G X 963.80 / ON \NF \ rn oNF 98p tiC \\ \ 962.20'�'�~ \\ ON- °j \-tl ONF \oNF 9s2 9S�`� o� \ O Oy 0 954 \ \\ �_ 954.86 � o -..\ NF F 960.1 h'F \ \ .env=9 .9 \ 94 \g \ X < > °� I 1 \ \ I ONF SB/ 9s ON- ONF 8 s0� \ `I `O\ N� 2O\NXOF \ 950. 60 � 0 9\Q\X \ 95\ 2\ .45o X 94�4\6 = ON:a SB \� N 9499959.87 961.64 I., o ONF l ONF X94320 \\ J_ 960 O \ 0 0LL ' 1 / X 960.19 ONF rn \ X 942.0E ` ON\ ONF O O \ 0 \ C i ' oa m I X 961.46 \ 9 R\ 9 NF \\X NF O�F I iJ ^ \ \ u , I w \ X 960.31 \ Oyu �y s`/ T / /1 T A oNF 3 \ \CO I/ s2 hi oN �v /-� /-t \ �� O SB X966.76 959 81 X \ 9ss OyF : / X9S 36 \ 91r oNF 24 " RCS ... \ 1 1 955.06 \ _ 9 �o \ 0� \ oNF \ � \ lnv=94713-' 962.49k� _ I / X960.70 N, \ \ O OyF \ \ I ( \ NF \ j _ 96• �, t X955.1 0 o r 966 ` o� \ \ ONF 3 \ O 9�k k� ONF \ 0 /y �\ X959.81 �/ \ \ X°�C� 7...-Inv=946.699 F F \ 9�6 9�� X95 . -A/MA�b(L 1� y 0 . - _7.J T J - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - - _ . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . _ . - . - � . - . - . - . - ° � o I i �X9 � A X941.77 - SEE- SHEE- T 3 1. I I 1 X 960. NF 73 h� � k F \ 0 •h 25 25 X966.87 Play_ / \\ \ g6J \ °j w Structure �' L\ IF944 REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN / hereby certify that this survey, plan, or report was prepared by my www.ottoassociates.com PROJECT NO: 1 4 -11-25 T.J.B. REVISE POND 112, oU TL O T C & BLOCK 4 C. S. 0. T. J. B. or under my direct supervision and that l am a duly Licensed Land MEADOWBROOK EXISTING CONDITIONS Surveyor unde the laws of the State of Minnesota. 9 West Division Street PLAN (NORTH) 24-0 314 CHECKED �y TTO Buffalo, MN 55313 J P B LAND L L C (� (763)682-4727 Fax 763 682-3522 M O N T I C E L LO, M N DATE: P.E.O. Paul E. Otto ssocSHEET NO. 2 OF 18 SHEETS 3-28-25 License #40062 Date: 4-11-25 Engineers &Land Surveyors, Inc. '�- \ Inv=947.13--?'' 96 .49V I J I / / \ X960.70 yF G GyF / \ 96 \ X 953.10(� �\ X959.81 I \ X�H / -Inv=946.699 F \ / gk6 j g5� X95 . \ SEE SHEET 2 oh F o '� - I •ice ---r .t - . - . - . - . - . - . - . - . - . - . - . - . - . - . - + .� - . - . - . 1 . - . - . - . - . - . - . - . - . - .X853.z8 - . - . - . - y9 p��k •�� - MA TCHL INE I l • I I � X 966.87 1 X 960. 73 h �` � OyF X,941.77 25 25 Play wl Structure--- \ 6JyF 944 Fence—_/ / X954.35 -Fence 9S� - py / 0 � w \ SB _42" RCP F� AF\ / b 958.84 0 �Op I I 1 x Existing MH 958.38� 72 9 Li54.Rim = 954.26 0 \ \ 963. 79 X ) C I X 966.99 \ I In v= 946. 82 n ` OyF � �c 958. 19 I,. _ / X963.66 o X963.48 1 -42" RCP \ C. I X 962. 18 1 I cn CP X966.78 1 = X962.61 I \ o I X960.16 X961.97 X952.20 965.22 0) Existing CB I 958 ) �o X962.75 982 ' /...-Rim ?Inv=947 I o I I X967.45 g62 X 958.85 X 958.47 � � i` pip \ \ 96 ti o o �,.. Feet �I I J 0 ~X9s� SCALE: 1 "= 60' 966.81 �� I h a ^cbrn ��, X961.02 0 -36" RCP PID NO.: 155500231200 � Ez _ SB �0 X954.69 EXISTING ZONING: R-1 SINGLE FAMILY RESIDENTIAL I o 961.37 0) I \-Fence X962.61 Existing CB X967.16 962 I �..� -Rim = 952.54 I 96 ss 1 rn 956.8 95.4 5399 -21 " RCPLLJ / v / � X 56.93 �_...36" RCP _ ^ .. � Existing CB LEGEND g67.49 / w 00--, �` -n �-- - j , >F�6 h°> . -Rim=954.87 988 denotes Existing Contour N �. ' I aw 00 I X96791 �s �h ��� X j/7 /nv-9Sp92n. MH 988.00 X denotes Existing Spot Elevation 96¢ 9575pX a 7' Rim=95 .74 FF=980.40 denotes Finished Floor Elevation \ ` \ SB Ed9e_.. - .....-...-...-� 5 �1 i " In o� q, �o,� w.._ _ �•.�� I X963.20 _ �g5 denotes Telephone Pedestal c a) a _ 96332 of Bit. �. 2 < �96j I I / L El denotes Sign I " 7 -Conc. �dewolk p w 0 denotes Guy Wire 4 '�� I \ n h�OgS / / Curm unGutt \ •'lCurb &Gutter y i i 7 denotes Power Pole L j L L m 95y0---- -�10 18" RCP pI/Son. MHw9a' -��\ San. MH g55., p S denotes Light Pole Rim = 958.64 - rn I a� I �\-\ � Rim=955.81- / / 63 cv denotes Water Valve 1 o rn rn / j / /g5g' DQ J I i■ I L� I �� X964.71 6U-;7 \ \ Inv=943.92 j: \ � denotes Hydrant o X 964.84 / 1 \ \ \ /;T .I '� 959.2 Y I■ \Existing ce p denotes Outlet Control Structure I■ 9� I 1 \ Rim=954.82- cn 9 rn 1 \ Inv=950.477 S ss -�T� Os denotes Sanitary Manhole Existing MH _.. 0 I■ IjX I 18" RCP p . / i r1 Rim=969.15 �: 6 ��. �I I \\ j j j SY T Air- QD denotes Storm Manhole - �o _ 9688j 8' D/P �� \ Fiber 959.24,, t . vt_ `O ' optic Box 5 1 idenotes Catch Basin Rim=955.40 Existin MH \ �� tz C Existing MH I _ \ \� rn 1 �.,_ p denotes Catch Basin - Round WM- I X965.03 ) Inv=948.73 \ -Rim=9�8.40 denotes Deciduous Tree A Bit, Rood. o , \ Ped. w I "`iy<�� I X965.65 I T �� �_ 15 " RCP:7 �D 4 Romps wl �l 966 ` S T D �0 0 = SB Curb & 68 g1 6 966.15 I X959. 17 denotes Coniferous Tree Gutter` 9 9> X966.38 °� �'-36" RCP denotes Soil Boring r denotes Gas Line w denotes Water Line Conc. Walk g69 969 6 o I o 1!1 a' i Fib er - • p ^ I r - optic Box-'� 6 �' w X965.41 J sss denotes Sanitary Sewer Line I 966.34 X \ N d < 15" RCP-' 0 �/ � v X958.68 ST denotes Storm Sewer Line I ti I X 967.90 co � 0 L ` Existing CB % C��. I 6 °' °' oHE denotes Overhead Electric Line ,) Rim=967.41 g6 °' X o = x denotes Fence Line c� > - - - - - - denotes Drainage and Utility <' L Easement ^ 1 0 X966.31 X965.80 Fen e ce- \ - \ �' 1 � -denotes Building Setback Line � ) _ I rn c \ J ..o..._.. <� Front = 25' I (,) Side = 6 (20 ROW) 1 X961.03 / \..._ m = 9 �,l < Rear = 25' Existing CB 3 X966. 2 �' Rim 955.07 "96 �� I a = ao X 964.61 / X 964.64 - Inv= 951.05 T\ � �. Field Line. SB961.27 9Sd, 6 \ �^ I X I 9 6��) ( � / C(� X 965.59 / �. LJ 6 6g / 958.56^ 25 966 88 66 96 6� 965.05 /, I X I 25 I )'SB ^ 966.72X �1'91516,8 96662 X966.47 965.24 u I Existing-. � `,•� l ` House I \ < > % _ h •• - FF= 966.95 -�� °' I °j I X 966.86 r I V 55 33 L�J I _7 . I � I • I I I I I � I REV. NO. DATE BY DESCRIPTION 1 4-11-25 T.J.B. REVISE POND 112, OUTLOT C & BLOCK 4 I I k� e 966.52X I gX 966.38 X 960 DESIGNED DRAWN l hereby certify that this survey, plan, or report was prepared by my C. S. 0. T.J. B. or under my direct supervision and that I am a duly Licensed Land Surveyor u7;e-f/24t:2 laws of the State of Minnesota. CHECKED P. E. 0. Paul E. Otto License #40062 Date: 4-11-25 R 961.86X X962.0, Field Line- .\ 66 -Fence 6 9 964 � 964.80 X X 965.20 www.ottoassociates.com QS.SOCIATES 9 West Division Street MN 55313 IBuffalo, 10 (763)682-4727 Fax (763)682-3522 Engineers & Land Surveyors, Inc. N rn MEADOWBROOK JPB LAND, LLC MONTICELLO, MN i X958.41 Il h <> SB C' / < 950.33 V� -Fence j X95728 1511 X X� rn � N N C�l EXISTING CONDITIONS PROJECTNO: PLAN (SOUTH) 24-0314 SHEET NO. 3 OF 18 SHEETS DATE: 3-28-25 Final an oOWNER: DEVELOPER: Z f MEADOWBROOK 4-D SISTERS INVESTMENTS, LLC JPB LAND, LLC DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: A T TN: GREG OL SON A T TN: ART PLAN TE I I 1645 10 TH S TREE T SE I J700 REIMER DRIVE NORTH BUFFALO, MN 55J I J SUITE 100 MAPLE GROVE, MN 55311 I I 0 100 200 763-285-4795 LEGEND Feet "=- - - - - - denotes Drainage and Utility Easement SCALE: 1 100' I I - denotes Building Setback Line----1------�---- E-r- = TOTAL PLAT AREA = 56.45 ACRES l L-/ ' l r 7Fron t25' L_ l \ l L/ l L_ Side = 6' (20' ROW) Rear = 25' BEING 12 FEET IN WIDTH, UNLESS OTHERWISE t , INDICA TED, AND ADJOINING RIGH T- OF- WA Y LINES, AND / n BEING 6 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, L- v L/ l v L/I �` / �� AND ADJOINING LOT LINES, AS SHOWN ON THE PLAT. E T1 � � /� A / ,^ /1 A / � /_ � / n / � r- IZON/NG: PUDI ^ Centerline of Utility � I ZONIN�: R-1 SINGLE � `l ' L- LJ V l t_/ I v lJ / V / \ / /� \) - A r1 /� l T l / 1 A / \, / Eosem e t per NSP -� .. r- - r A T 1 / r - r - I FAMILY RESIDENTIAL I ^ - _7 �� / LJLJI l l l/� (;�� �' W, line of the NE 1/4 of Doc. No. 477484 �. l , A / _ r / �� l ll: Set pk nail j /• Sec. 23, T. 121, R. 5 -� \ L_/-I l l7L_ l \ l L/1 v L_ 60 � L L /. � �� IZONING: P�1DI '1 - \ 80 / _ I / l 1T/ /\T A I 501;36'S0 "W 896.69 : cn � - 466, 72 - 229.97 meos. (230.00 deed) 1 jo' ° 1 �cn WIDENf (, f UK _.••- - --- - - - �� j F- rl A A /-1 A / ^ /-) A / 4�, - LANES A' Ir� l / 1 r- - L Is-/-c„ Ll I- 696.69 1 -- - \• L_ U l V l L/ I v .�/ / v /-1 V_ l v lJ t-_ / A l r �' w - I- 200.00 + - cn�G" - - - �i - - �' oo-N) r / 1 1 l0a o c" T V1 V /v - :� - Wright Count Monument of l SW corner of I - - - ^ cn - 9 Y `the N 1/4 of I / -; r - _ 188- - - , t- �� - - -I U' : / - �' ' 1 0y the NW corner of the NE 1/4 Sec. 3, T cn z N N rn I 60 �i 891 - - - - - - 1 . - - .. - -7 of Sec. 23, T. 121, R. 25 43 121, 25 oq 1 "1 / - wii - ' > r I �, o 1 I 10.250 S. F.' OUTLOT L OT D PROPOZz SED / a� I 17, 928 S. F. I l: ' r� o a� LI- J J 3 ...-WIDEN/NG FOR ..-': I / oN------ -- 4 1211109 i8 7 6 �>4 3 2 60 �...;s LEFT TURN- \ , �� �85 2 - - - �, I - 2 �2D� 2 1 5 1 4 LANES \� : cn 1�50 a°) C I o N i / `� I 10,415 S. F. L 16,264 S L--- - - - -LJ r--- �..6s �o - \ - I � MEADOWCREST DRIVE `1, Existing �" 183 - - - n 3120 ui 1 ry / '3�S z C - I� ' •W N `� House - % - - - //: \ �� 3 A L 16,202 S_j / OUTLOT A Q v , :466.27 a0i �, ti �, �° 10, 888 S F. o =W � L------_� F-1- Ln cb 4119-T� ° 1 8 1 8 1 3 2 1 Area = J.1 ACRES ° N - :J 2 181 6,162 S F 2 /Droinoge & Utility ? I Comic cp Q �, 4 L 1- - S. O 2 1 Easement in its entirety o E I to Q, O 7 2 2 I ��v� (------J r-1---�� i- / 1 \ ihLineparallel -�, ______h w 5118 3 6 3 6 3 4 5 6 42 5 �,, \ / / o�Lor ^ 5 L16 22 SF, O with he NE 11e to 19 180 S.F. Z -1- - J J 4 6 � � \ \1 U.� � Cb � /.' of the NE 1 4� p of sec. 23, T. L� L _- _- _- _10, 088 _- _-IJ L - � 5 4 5 4 z RIVERSTONE AVM 2 \ �IJ I rn 121, R. 251 I 117 0 r^ I 2 I 1I8,323 S.F. �a�3 \ . ?,3g...\ 513650"WG`� U---- ,- '- I 200.00 9.9- S. - L� _ - - - - �' LU �- LU 3 2 / i �� 14z�w 1 8 1 o w 66.; \\ y. // I F- 70 7 62 52 - f f 4 - ` u� I ^ 6 1 LL-r'� \ \`r'" '' o �Q o . ' / , 61 \` ^ ` V SO 1 '36 50 "W - F -1 -P F170- r -9 I I 8 678 S. F 7 O �- �' / __ - 466.72meos. 112Ff I �I I �l I �1 8� 7 `�� ---- J OUTLOTD (466.69 deed I Line parallel with I� to I L t r 153 1 -� a` r, ` c o ' o I I IN I IN 0 I I� �_' I ,� 6 3 area = 5. o ACRES c,'1< 7 \\ �\ \/ htij °� °� F �° 4 / 8 I N 3 4 3 �,Droino e& \ s o 2 f/ 1 the W. line of �N '. R 1 ..._the NE 1/4 of I 10 I L 1� 1 l o� I Imo 111h I �� o g / \i �... i �, ° 27,991 SF I N1� `J Sec. 23, T. 121, �• �' - I I �12, 561 S F I 5 ic Easement en t in �` \ ,7� d> \h - O / / p / / / h I ? k 62 52 J L J.:.::::..,,... .:_._..... 4 ; :\\ `�+,�. \,' / STORM WA TER / /.' [ '� ti\ I `D L J _ 476 its entirety R. 25 C J L J L 52 56 84 0 -7 �.. 6 �- \\ . BASIN60 -t v L_ o VE �� 2 \ �/ v I `, ` COUNTRY A ,/ �,��\ \/ hti OUTLOT B ryh <� 17,098 ' 26 = LQ7 �� 1 d0_ r o \ . s� \ \\i / Area = 2.9 ACRES R, 1 I �) I / v,L' / rl �� s �� _ �� �1- 7 r _ �j 9 h g y / •. 60,' I 7 F-- . 1 j> /'� Drainage & Utilit / o L---L I _ 60 \ F _� f_ -1 /j Easement in its oN \ 1 _ I �/ �0,947 S.F. / J _..._..._..._..._...-� 9,523 S. F. 60 :' � . 14 �. \ I I I I c� I o°j ` entirety /' \ <> I 124 I _ _...� ; I I I I I I �; I I ti �. v:.._� � / / J �3 L----J 10.793SF► ti \ `'�� 7h �I I �'NJ I � o�I 14 � �� �' 2 `'I I� 1 ��/ �o� � / � � 3 ---- 11� �. h 60^ 5� I �3� I I h o I I L -1�- IJ � I I ^ I I I I I o I I o I I `O I I ,,r� l / 66 \ 10.882 5. F. J a w o 7,704 S.F.- �o - - - Zi i '. ; \� J -I I- -I I- I o• / / - - cu ;z- 122 \ cb -- i 61 3 70 65 68 f- l O "7 / 1 LI----IJ 13 ��-J L--J L--J-� L 57 67 // /--137 "� oN _ ____ ti : "f 8,893 S. F. 6 - - - - _ _ _ /4 "� / .� /���2i 1 D.85 S.F. I 60 I 4 140 O N Z c ¢6, W r I - 3 -I 129 \ \ 55 2 �� C 215 I 121 - �° / / h \ �2 / / I "�� 11 461 S F. g. Q rn 19 125 / ^ / .`� �C / = I o Q o - - - \ \ 8 v I 14,671 S.F. / / / / i ?� / /` J ti A 3 Q 7, 687 S. F.' - - - \ �i i f ' 12, 451 S.F. � L-I _ / �' / o .� cri do z LI-125- IJ -\� i / y5' ___- -_ 218 70 < �o'/ 20 ca1�' '` /^v. L ---- 12 �, ��;� g99 3 \-- I� I' --_---__/ L% s? J / //,��,o,p� L/ `.'10.295 5. F.. I, , rl i1 Q `4 , 308 S F. \ / \ 182 9 ^ - _ _ _ '� �/ / \ �� J / / h^ / }° I 141 o I o Q 3� `°I 8,069 S.F. L --- �J j6 ��� 10,909 S.F.IJ I 718 �� 5 O� ? �\ ?� /�h /Sj -_ I 05 ` o o,^-133--I� �j �i �� C \ -__- _ LI_ 13,965 S.F. �o; L/ 10,312 S.F. ¢ �1 S� ? / LL-35 S 2 1 <> Q ` ---- d 11 i� 615�4 \� v - - 167 I� r---=_---�� r__= --_�� / / �� 12,583S.F. / ----� o ao '� 5 �� Q .. 9.676 S.F. \ k �\ `� - - - ~ 177 / - b Q r �� - - - 14 10' 168 ' 1 0 200Uj 7�� S TORMWA TER I 153I o k _ �+ �+ Ci I 9,062 S F. w - - - \ �1 10,128 S.F•_I J . I 17 I 6 / 6 c ` E 2 142 U - r `r'� F _ _ �o � - _ 10,653 S.F. cO l BASIN oc j 14,064 S.F. /" I y c� �• �. a--_-_-_- y� 10 - 68,s 5 \-�_____- -� �L2,647S.F.__ _ L rV 9,690 SF. I �2. 160 _ J J �y n ti F o o, 6p L _ s% oO1, o n O `� ,� I 5 r I I - - �L ' I 165 % ono O o0 �. �8 - 176- - o 6 ro �_ 157_j 11 ��n 16190 ►. 7�� o 11,906 S. Cr)vJ �d ,� 1 r-1�i n r� 10,055 055 S F. -1.65- - - - U 11, 492 S.F. l . i =W I _---- LI__9.s33S.F - � L152 I� 113 E6 - 181 - _-=1J o / / /mac o�.o..vv�vll�/ -cv�_ _ _ _ J o I 9 I I 8 I I ' I I , 84 I 72 _� I 64 r 117 r 152 r� / /!: / O� / �'`/ 2 , , - - 150 - 4/ . 01 '� I �o �' I I �\ I I I I I I I I I �. I 9. 048 S F 8 �o l i 1: / f 1 ,�ti / �. y2. 014 S F I_ / y. 011,ZO ^ 6 `� 2 13 14 / / r �'. yUtility Easement per 2 00 S o• I I I h0 I I I � I I N 1 5 �' pp �- I - - - - \ / = 6o I O•c �. �ti , Doc. No. 634336 _I '\• ,\. I I I o o"' �.`O I I ^ I '`1 I I- - _ _ L 56� L -145 - --� C� C � J so I I I �. I ^.-J I �.`� / 1 738 7 / i :/ \------- °� \ r v\� ., - �0- 7 �- �4t-� Cam. L_ ��� . 9,945 S.F.9 0 / /' .^ 201to 25,7 5 j 9co X\� c I 18,554 S. F. j j\ r. \ \?9 O / .o I ^ I / Q��Je`Qe o 'h I o f 16409 S. F. V y` I I z�1 g J ; 66 -7a �� , 1 % 114 ,IL / 153 \` ^I I rn f i L Ll-j / / / / _ _ _� r F- ��--I r - 62 5�i \ 11,5735Fw/ OUTLOTC I I _ 7------J r 25,488 S. F, I I 62 62 54 -\ ` \ \ �s �.` / Area = 4.3 ACRES I 2p3 1 1 11 1 1 12 I I �I I I I I I C.� C.-� \\ \\ / g y E. line of the W. c/j > Drama e &Utilit I 1/2 of the NE_ ' 10 F. I I I 13�. I I 161 15 14 I ►1 I I , S < ' / 4 r �' 2 2 0 > �' Easement in its entirely I oq I 1/4 of Sec. 23, T. \. - - - -/ / $ 5 I I h I �� I �� I I I I 3�' I I �' / `V� \ INFIL TRA /ON / / I I / y� t , I 11, 967' S.F. opl I ^ ! < 121, R. 25 \ I- - - < 00 /\'� I I o^o I I �o1d / I I ti I I cj I I Ca' I 1121 BASIN 38, 711 S. F I - - - - - - c C l) N _ 5, I I moo. " I I o• I I o• °,�' I I o1 I I °�°� '�1 00 11 6s I I / I r, - - - - < 15, 683 S. F� I - -�. r... 163 60 °�' 0• 0• `�j I I 50 -I I-// I I I I �\ /....... ....... ....S. - ' •,5 I I �, 1�I U L 70 J L _70 J L4� 74 L _ 99- J L 62J L 62 J L 62 J _106 - 76 / /so'�' I �. 60 a 13,622 S.F. N I < I ' \`� I �_ Line \ I I 6 460 / / , L I _ ...y L - - fall `I parallel the with the f \ / L _ - Zj- -I J = o S13134"W 1934,98 / �� 60 150 40 / � C I line of the NE 1/4 of-�••� 1 ^ l l 1 A lTr-��:� - ^ ^ lA l/�. R! / / � \ oN, % ! U / v 1 L _ l \ .� /� ZONING. 1 SINGLE / / l`' l r - I A I 167 _ - A /_ A e ^ 1 Sec. 23, T. 121, R. 25 l v \ 7 `° �•J l �l ^ / > r (FAMIL Y RESIDENTIAL n / / T/ /1 T A / 7 f \ L _ L_ l l V �? / /-1 / \ I Vl ` `; ' > / < N01,6 50'E 696. / v /-IUUI I lam/ v (,, I A I A - -/ 1/A A I x O _ / I O L m REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN I hereby certify that this survey, plan, or report was prepared by my 1 4-11-25 T J. B. REVISE POND #2, OUTL 0T C & BLOCK 4 C. S. 0. T. J. B. or under my direct supervision and that l am a duly Licensed Land 2 4-23-25 C.S.O. OUTLOT A & LOTS 1 & 2, BLOCK 1 Surveyorunde the laws of the State of Minnesota. CHECKED P. E. 0. Paul E. Otto License #40062 Date: 4-23-25 www.ottoassociates.com 9 West Division Street Buffalo, MN 55313 (763)682-4727 Wsii9 Fax: (763)682-3522 Engineers & Land Surveyors, Inc. MEADOWBROOK JPB LAND, LLC MONTICELLO, MN PARCEL AREAS LOT BUILDABLE BLOCK -LOT AREA AREA (S.F.) (SF.) BLOCK 1 - LOT 1 27,991 15,514 BLOCK 1 - LOT 2 17,098 6,288 BLOCK 1 - LOT 3 10,882 4,149 BLOCK 1 - LOT 4 11,461 4,475 BLOCK 1 - LOT 5 11,354 4,632 BLOCK 1 - LOT 6 14,064 5,014 BLOCK 2 - LOT 1 25,715 10,784 BLOCK 2 - LOT 2 11.967 6,345 BLOCK 2 - LOT 3 13,622 6,466 BLOCK 3 - LOT 1 10,858 4,488 BLOCK 3 - LOT 2 10,295 5,635 BLOCK 3 - LOT 3 12.583 5.857 BLOCK 4 - LOT 1 11,203 6,101 BLOCK 4 - LOT 2 12,014 5,216 BLOCK 4 - LOT 3 16.409 10,476 BLOCK 4 - LOT 4 38,711 21,492 BLOCK 5 - LOT 1 7,170 2,997 BLOCK 5 - LOT 2 6,641 3,108 BLOCK 5 - LOT 3 6,641 3,108 BLOCK 5 - LOT 4 6,641 3,108 BLOCK 5 - LOT 5 6,641 3,108 BLOCK 5 - LOT 6 6,641 3,108 BLOCK 5 - LOT 7 6,641 3,108 BLOCK 5 - LOT 8 9,767 3,903 BLOCK 5 - LOT 9 10,947 5,771 BLOCK 6 - LOT 1 6,579 3,054 BLOCK 6 - LOT 2 6,607 3,075 BLOCK 6 - LOT 3 6,807 3,174 BLOCK 6 - LOT 4 8,943 3,294 BLOCK 6 - LOT 5 10,312 6, 038 BLOCK 6 - LOT 6 10,653 61066 BLOCK 6 - LOT 7 9.833 5,401 BLOCK 6 - LOT 8 9,048 4,760 BLOCK 6 - LOT 9 9,945 5,180 BLOCK 6 - LOT 10 11.573 5.607 BLOCK 6 - LOT 11 15,683 8,752 BLOCK 6 - LOT 12 11.607 6,454 BLOCK 6 - LOT 13 8,9/7 4,712 BLOCK 6 - LOT 14 8,994 4,781 BLOCK 6 - LOT 15 9,072 4,850 BLOCK 6 - LOT 16 11,939 5,180 BLOCK 7 - LOT 1 10,413 4,362 BLOCK 7 - LOT 2 8,675 4,427 BLOCK 7 - LOT 3 9.024 4,607 BLOCK 7 - LOT 4 8,050 3,888 BLOCK 7 - LOT 5 8,159 3,864 BLOCK 7 - LOT 6 8,710 4,225 BLOCK 7 - LOT 7 13.755 6,192 BLOCK 7 - LOT 8 12,451 7,151 BLOCK 7 - LOT 9 10.909 6,259 BLOCK 7 - LOT 10 10,128 5,656 BLOCK 7 - LOT 11 11,492 6,558 BLOCK 7 - LOT 12 9,045 3,363 BLOCK 7 - LOT 13 8,034 3,447 BLOCK 7 - LOT 14 7.716 3,293 BLOCK 7 - LOT 15 12,117 5,435 BLOCK 7 - LOT 16 11.906 7.055 BLOCK 7 - LOT 17 12,647 7,642 BLOCK 7 - LOT 18 13,965 8,666 BLOCK 7 - LOT 19 14,671 9,340 BLOCK 8 - LOT 1 13,442 5.963 BLOCK 8 - LOT 2 9,556 4,979 BLOCK 8 - LOT 3 9,995 5,512 BLOCK 8 - LOT 4 10,461 5,920 BLOCK 8 - LOT 5 12,681 6,995 BLOCK 8 - LOT 6 9,233 31560 BLOCK 8 - LOT 7 7,507 3,466 BLOCK 8 - LOT 8 7,606 3,520 BLOCK 8 - LOT 9 10.997 4,662 BLOCK 8 - LOT 10 9.690 4,247 BLOCK 8 - LOT 11 9,676 5,020 BLOCK 8 - LOT 12 8,308 4,132 BLOCK 8 - LOT 13 8,893 4,257 BLOCK 8 - LOT 14 10.793 4,716 BLOCK 9 - LOT 1 17,928 8,872 BLOCK 9 - LOT 2 10,415 5,976 BLOCK 9 - LOT 3 10,888 6,314 BLOCK 9 - LOT 4 9,756 5,488 BLOCK 9 - LOT 5 10,088 5,722 BLOCK 9 - LOT 6 9,957 4,789 BLOCK 9 - LOT 7 10,148 4,111 BLOCK 9 - LOT 8 6, 759 3,122 BLOCK 9 - LOT 9 6,368 2,896 BLOCK 9 - LOT 10 6,421 2, 938 BLOCK 9 - LOT 11 7,786 3,766 BLOCK 9 - LOT 12 8,700 4, 031 BLOCK 10 - LOT 1 9,523 3,753 BLOCK 10 - LOT 2 7,704 3,696 BLOCK 10 - LOT 3 7,687 3,672 BLOCK 10 - LOT 4 8,069 3,972 BLOCK 10 - LOT 5 9,062 4,705 BLOCK 10 - LOT 6 10.055 5,410 BLOCK 10 - LOT 7 11,440 5,960 BLOCK 10 - LOT 8 18.554 9,125 PARCEL AREAS LOT BUILDABLE BL OCK - L 0 T AREA AREA (S.F.) (S.F.) BLOCK 10 - LOT 9 25.488 12,263 BLOCK 10 - LOT 10 15,008 7.725 BLOCK 10 - LOT 11 10,735 5,994 BLOCK 10 - LOT 12 10,636 5.913 BLOCK 10 - LOT 13 10,994 4,947 BLOCK 11 - LOT 1 2,725 2,580 BLOCK 11 - LOT 2 1,857 1,857 BLOCK 11 - LOT 3 1,859 1,859 BLOCK 11 - LOT 4 2,434 2,434 BLOCK /2 - LOT 1 2,435 2,435 BLOCK 12 - LOT 2 1,857 1,857 BLOCK /2 - LOT 3 1,858 1,858 BLOCK 12 - LOT 4 2,434 2,434 BLOCK 12 - LOT 5 2,435 2,435 BLOCK 12 - LOT 6 1,857 1,857 BLOCK /2 - LOT 7 1,858 1,858 BLOCK 12 - LOT 8 2,434 1,854 BLOCK 12 - LOT 9 2,435 2,435 BLOCK 12 - LOT 10 1,857 1,857 BLOCK /2 - LOT 11 1,858 1,858 BLOCK 12 - LOT 12 2,724 2,724 BLOCK 13 - LOT 1 3,015 3,015 BLOCK /3 - LOT 2 1,857 1,857 BLOCK 13 - LOT 3 1,858 1,858 BLOCK /3 - LOT 4 2,724 2,724 BLOCK 14 - LOT 1 2,726 2,726 BLOCK 14 - LOT 2 1,856 1,856 BLOCK 14 - LOT 3 1,858 1,858 BLOCK /4 - LOT 4 2,724 2,724 BLOCK 15 - LOT 1 2,726 2,726 BLOCK 15 - LOT 2 1,855 11856 BLOCK 15 - LOT 3 1,858 1,858 BLOCK 15 - LOT 4 2,724 2,724 BLOCK 16 - LOT 1 2,022 2,022 BLOCK 16 - LOT 2 1,377 1,377 BLOCK 16 - LOT 3 1,377 1,377 BLOCK 16 - LOT 4 2,022 2,022 BLOCK /6 - LOT 5 2,020 2,020 BLOCK 16 - LOT 6 1,375 1,375 BLOCK 16 - LOT 7 1,375 1,375 BLOCK 16 - LOT 8 2,020 2,020 BLOCK 17 - LOT 1 2,021 2,021 BLOCK 17 - LOT 2 1,376 1,376 BLOCK 17 - LOT 3 1,376 1,376 BLOCK 17 - LOT 4 2,021 2,021 BLOCK 17 - LOT 5 2,021 2,021 BLOCK 17 - LOT 6 1,376 1,376 BLOCK 17 - LOT 7 1,376 1,376 BLOCK 17 - LOT 8 2,021 2,021 BLOCK 18 - LOT 1 2,021 1,862 BLOCK /8 - LOT 2 1,376 1,376 BLOCK 18 - LOT 3 1,376 1,376 BLOCK 18 - LOT 4 2,021 2,021 BLOCK 18 - LOT 5 2,019 2,019 BLOCK 18 - LOT 6 1,378 1,378 BLOCK 18 - LOT 7 1,376 1,376 BLOCK 18 - LOT 8 2,021 2,021 BLOCK 19 - LOT i Z021 2,021 BLOCK 19 - LOT 2 1,376 1,376 BLOCK /9 - LOT 3 2,021 2,021 BLOCK 19 - LOT 4 2,021 2,021 BLOCK 19 - LOT 5 1,376 1,376 BLOCK 19 - LOT 6 2,021 2,021 BLOCK 20 - LOT 1 2,021 2,021 BLOCK 20 - LOT 2 1,376 1,376 BLOCK 20 - LOT 3 2,021 2,021 BLOCK 20 - LOT 4 2,021 2,021 BLOCK 20 - LOT 5 1,376 1,376 BLOCK 20 - LOT 5 2,021 2,021 BLOCK 21 - LOT 1 2.021 2,021 BLOCK 21 - LOT 2 1,376 1,376 BLOCK 21 - LOT 3 2,021 2,021 BLOCK 21 - LOT 4 2,021 2,021 BLOCK 21 - LOT 5 1,376 1,376 BLOCK 21 - LOT 6 2,021 1,928 BLOCK 22 - LOT 1 2, 726 2, 725 BLOCK 22 - LOT 2 1,856 1,856 BLOCK 22 - LOT 3 2,726 2,726 BLOCK 23 - LOT 1 10,250 31806 BLOCK 23 - LOT 2 6,264 2,814 BLOCK 23 - LOT 3 6,202 2,771 BLOCK 23 - LOT 4 6,162 2,740 BLOCK 23 - LOT 5 6,122 2,709 BLOCK 23 - LOT 6 8,323 4,069 BLOCK 23 - LOT 7 8,678 4,450 BLOCK 23 - LOT 8 12,561 5,611 OUTLOT A 135,447 0 OUTLOT B 124,973 0 OUTLOT C 186,013 0 OUTLOT D 219,321 0 OUTLOT E /3,559 0 PROJECT NO: FINAL PUD PLAN (OVERVIEW) 24-0314 SHEET NO. 4 OF 18 SHEETS DATE 3-28-25 Final PUD Plan of MEADOWBROOK 155- f05-003010 155-105-003020 155- 105-003030 155-105-003040 155-105-003050 ROGER D GAU STEPHEN & IRA CY EDGAR J ARIZA ALEX M & AMBER M ALAN A & EILEEN 4696 DIAMOND DR KARVONEN 4728 DIAMOND DR BYMAN M JIMENEZ L 1� 'MONTICELLO MN 55362 4714 DIAMOND DR MONTICELLO MN 4744 DIAMOND DR 4758 DIAMOND DR / 155-f05-001070 155-105-001060\ � r MONTICELLO MN 55362 MONTICELLO MN MONTICELLO MN MARCUS NOLAN & I GEORGE E O BRIEN TRENTYN L NELSON Y R HEA TH P & KELL 55362 55362 55362 1155-105-001050 155-f05-001040 \ I I HEATHER NOLAN JR 4602 BIEGLER ^�-.. IZON/NG: �UDI A5,-105-001090 155-105-001080 4572 4586 COBBLESTONE COBBLESTONE CT 4614 COBBLESTONE CT 155-105-001010 Surmountable ZABETH DECHENE &MONTICELLO DANIEL BONK DA VlD & EL/ZABE TH COBBLESTONE CT C T MN MON MONTICELLO O MN 55362 JEFFREY B ABBO T T Curb &Gutter I Wright County Monument MONTICELLO MN 55362 , 4544 COBBLESTONE CT ERICSONMONTICELLO MN 9011 COUNTRY AVE Conc. ° - 4556 COBBLESTONE 55362 MONTICELLO MN 55362 at the NW corner of the MONTICELLO MN 55362 ^ -r A rn r� l -r/ n A I NE 1/4 of Sec. 23, T.�' •\ I{� I r- l A / CT r' Al.-) A A r I T 7 /-I LJ /� l I l lJ l v Existing 1. 0 60 120 � � � - MON TICEL L O MN l/-I l\ l V l .� � House ��... o0 121, R. 25 •\ i l J r \ L . L _ I l v 55362 � / � � /- l �` � � Feet SCALE: 1" 60' _ Conc. Sidewalk- PID NO.: 155500 31200 \ 50 50 Existing m :Shed /{, I r_ I I --A L , r, Ann / T/ n n / ,_� A /� '� EXISTING ZONING: R-1 SINGLE FAMILY RESIDENTIAL o 1. •\ > \ \ (ZONING: R-1 SINGLE I I 6. 0 -..:.:-.:.........._rtf- .srrtrfLL—_ l l V l V l I..�...\.........r 155-500-143401� 33.04 Droines& FAMILY RESIDENTIAL CITY OF MONTICELLO t`"•�. N8858'03"EyEoemen14 3 .83 .:....................................... .... ...\...................�.........:.: ..:.:. DRAINAGE AND UTILITY Y EASEMENTS EMENTS ARE SHOWN THU S. .::::::::::::ADDRESS UNASSIGNED 60 ..... :................................... .....:::::: /UtilityMONTICELLO MN 55362 154 95------1 80 � 3 r -80- ....................... I� / Easement 6-. 1111 rvd. bJ433bElctricransmission uuc.,N. line of the NE 1/4 of_ 337 Sec. 23, T. 121, R. 25 nt per Doc.-'S,155-124-002010 I I Ro.- 47544-6 6STEPHEN G &- ------b_--�625 \ \- i�_�\_ + - - \ - - - L/ a ` T I I I \\ I 60 I 1 - I — _I I — CA THERINE A MEYER o >:::: \ \\ n I� I I I I I 4759CELLOM----�---J L—— — � ---- I 88 \ �I \ \ // \ \ r,� I "fi I I'^ I I I I I\I \ A 25,715 F. I I 2 I I 3 I MONTICELLO MN 557 -. \ // \ s I I 3 I I I I I \ I -.. .- 2 4 5 I I 11,967 S.F. O /'o/ I 6' I I I I 13 622 S.F. \ \ 17, 098 S.F. I I 10,882 S F. I I 11, 461 S.F. I I �O ' : \ I ro ' �••\\ \ ............. \ \ / / 11,354 S.F. I ^ •„ I 8 \ I> Z ORA/NAG \ // 1 D I D I I D I I D I j "� I BEING 12 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, < �' \ / / \ \ I ,q I \ .� G ,� I I I Conc. �' \ \ -I - J I I I j �''%f �s� I Pod AND ADJOINING RIGHT- OF -WAY LINES, AND BEING 6 FEET IN m 5 I ••-••. � / 27,991 S.F. J \ \ J �-----� L--- •• ,,` \ � - '� I `yo s o'3�,0. I A I I I Existing WIDTH, UNLESS OTHERWISE INDICATED, AND ADJOINING LOT \ \ \ i 80 83 76 I �ofs�,� oo . 20�-►I - I I '4 I "House LINES, AS SHOWN ON THE PLAT. I I I I `� q2 - - I s�o'�r��9 I I I I I -Co c. 55 »,r— ............. � � o,, \`Oo• .00 `° � � ay T TO EXIST O�Z / BS J \ �J •� ^�� I I— — -I I— � TCURBE& GUTTER Su ountable I -Bit. . $j / D - .am ' \ T�i��' I J L----J �..-...�Cu & Gutter o \ \ , l — _ » »>„�,t„ ai ION...:ARK 169 / 251 / �\ '43 J R�SO / Hof i L Ala' nC�:i 144 lO V1\lv II - I Bit. Road OUTLOTA �� —� DRIVE — .. I / Area = J. ACRES \ { / / / l l ` - 213 r - - - - - - - \ EXIS TING COS TO BE �s 1 D / / l 78 61 - - -I R.. _ --:yR£MOVED & DRIVEWAYS �I,i Drainage &Utility �� \ C 10,858 S.F. •b / D r CONNECTED TO NEW STREET d ` I Easement in its entirety D / / 6 / I i _ \ I \\.. O / Bit. Driveway > `Conc. LEGEND 10,295 / /h 3 / ^� / D I I D \ \ \ denotes Drainage and Utility ��, � l� . - / 12,014 sF. �I I \ \ I �• Easement 155-155-OOi0f0 � : /'�h � �' � fiy � �l •; � .� ` �. — — '•�� � \ S.F.3 / l 12583 S.F. / / / �'• MICHAEL R SEL/NSKY & I ;i poFosP 1 �/ / / r e`er < 2 ^I I \ \ \ — —Exist g House denotes Building Setback Line JENNIFER K FEAL Y t ,t,'�P�f �O / \ 6 \ ^ > ' sELINSKY I \ o Front = 25 4479 89TH ST NE STORMWATER \ \8669 NS,o /9 J �/ / /� \ I I \ \C, \ ��') Side = 6' (20' ROW) y o \ \ Rear = 25' MONTICELLO MN 55362 ` BASIN �^� ��� / =J / / �Si ! Conc. Walk-,.\ 1 I \ -... t :•, �� / J I N 3 16,409 S. F. \ \ I \ D I 38.711 S.F. I \ OUTLOT 8 I \\ \\ o � Areo = 2.9 ACRES Drainage &Utility � e?8 \ 11,203 S.F � I I � \ \ - — - — �r_ a I _ _ . 1 `3 Easement in its entirety �� j j I LOT &HOUSE PAD SIZE: ir7 �' O) 104-------- 158 / ��oss� 64 - - - - - - - - - A = 62' SINGLE FAMILY LOT (50'X60' PAD) Bit. Road:/ O \ 16 _� _ _ .. ...................................... = 42' SINGLE FAMILY VILLA LOT 6(40'x80)5' PAD) . � _ l �.� I �����'��� �.•`•����• •' •• / / B / / s� \ �l ' • • . \ � :' � . • • . • • Existing D = 62' SINGLE FAMILY L 0 T (50'X63' PAD) �Q. �� \ BuildingL / Curb & Gutterl.•. 7,170 S.F. \ �:oej�f \ Conc. Wolk- 'y i� s \ B / 3\, oc ti Cow of \ \ N PROPERTY DESCRIPTION: nk The West Half of the Northeast Quarter of 6,641 S.F. \ % ON 9���FQs'e, fof� ti�� Section 23, Township 121, Range 25, Wright 155-155-004010 I nfp s STORMWATER BASIN \ \ 3 0 0 0 z > B / \ �, a , J o < , _ County, Minnesota. JULIE HAL VORSON �'r) I is' I 1 \ s \ er o � O ^ 4456 EAKERN CIR NE > `sue \ 3 \ � ^� of � � � � I ` EXCEP T. MONTICELLO MN 55362 < 2, 7 5 S.F. 6,641 S.F. B / s�\, ? \ ��\ � Q ^ o The South 466.27 feet of the West 466.69 I 1,857 S / s�,\ (,� / \ \ / ��B + ^ ti W ��) feet of the Northeast Quarter of said Section 155-155-004020 o h 6 �' ` V Sd �� U 6,641 S.F. $ / ^ r \ \ 23. HEATHER & JAMES c o �' I ' I 3 ' I ` \� CLANTON L ���nl J Q� �/ \ 5 B / s B ALSO EXCEPT. �, �, Z �, I s � �•'\ 10, 947 S.F. / 4454 EAKERN CIR NE 1, 853Q8 F. `' \ \/ 6, 641 S.F. / \ \ / INFIL TRA T/ON MONTICELLO MN 55362 o L� / \ I A tract described as commencing at the :.. :: 0 BASIN \ 9 :. J 42 �.••_ 55 .:: / 43 �\ B Southwest corner of the Northeast Quarter, 1 I 54_3 2, 434 S.F. n 6 thence Easterly, along the Southerly line, a 6,641 S.F. \\ h/ / : \ \\ \ distance of 467.11 feet to the point of � ## I 4j ti��1 �\ �� j e�e e 1 OUTLOT C /' beginning; thence continue Easterly, along the 021 S. F, a � � / 3 I\ 4reo = 4.3 ACRES South line, a distance of 940.00 feet; thence 60.5 _ 58 v \ '\ 7 B s 6, 579 S F. 155-155-004030 :, I ##> -"'- 280 I 43 / s\ / /� �8 h \ Norther) parallel with the West line, a WANDA K PARRISH � � `rr'\ 6 641 S.F.Utility \/ roino e & ! o distance of 696.69 feet; thence Westerly, 4452 EAKERN CIR NE 1 g co y� MONTICELLO MN 55362 I _ ,435 S.F. ' 43 1,376 S. /J osement in its entirety j v parallel With the South line, a distance Of �) 58 I �' 43 \ \ , Q B / < 6,607 S.F. / 1407. 11 feet to the West line; thence I�, �I 26.6 s0 s \ 8 �� j \ Southerly,aloe the West line a distance of LI-j . ;;;; ,, "� I I ^ ^ �`� 9,767 S.F./ :� / \ / ry �Z1 z8 \ \ / 230.00 feet; thence Easterly, parallel with the :> >0 857 S.F. 25,1 ¢ i / \ h r O 155-155-004040 5$ 43�% ry I \ /� / (b / L I I \s3 j South line, a distance of 467.11 feet; thence Southerly, parallel with the West line, a DUSTIN H & ELIZABETHLIf Crr:=1� r� 3 20 43 a 1 \ \ / / 3 p J KRUCH TEN r� ? - ,858 S. LLI I- " I V ` 6,80 S.F.' op, I distance of 466.69 feet t0 the point Of 4450 EAKERN CIR NE m m - 43 �� '� \ /.� I , beginning. MONTICELLO MN 55362 S8 I.� ', �` 13SF B-B 58 \ \ / 3` Y /� // I I 6 I r \63 �\ n ; T/ n T A be innin U / 5 I 7 h L/ U/ L_ l// /—I L� / / h / I I 1 D, 653 S.F. I �\ AL SO EXCEP T.- 12 434 S. �� �, 1 Dry v W 1 p 60 ��/ \/�/ �8 10,312 S.F. I I 19,833 S.F, I I $ �I I 6j \ \ / 155-177-000010 155-155-004050 58 i0 43ry r 43 I z,� 6 S. �F, �0/ / / B �I �l �� I I I I I I ,3g / •. \-\ CITY OF MONTICELLO A tract described as Commencing at the ✓&L REAL ESTATE I »>:»: I % \ `�F % 19,048 S.F. \ > ADDRESS UNASSIGNED - -• '� I I I /� MONTICELLO MN 55362 Southwest corner of the Northeast Quarter; 60.8 435 S F. N I i 2 ry 59,56S.,-- .38, 943 S. F. INVESTMENT LLC •• •• -�+ 4448 EAKERN CIR NE I -- I »:i: I DWI ,i 76 S.F, j 376 S. N \ % ^ I A I / /18� \ ?� thence North along the West line, a distance MONTICELLO MN 55362 �� 5 1 ,� 43 43 58 "� J3 /�`` l A I e ,� I� /� 9 \ of 696.69 feet to the point of beginning; \ pro, ^ 9 / \ thence East, parallel with the South line, a IZONING: R-1 SINGLE � _N FAM/LY RESIDENTIAL I I f23 3 OUTLOT D J Uf�i;fy 9P I D I 9,945 S.F, \ distance of 435.60 feet; thence North, S8 ,021 SF. 4N N Area = 5.0 ACRES " / \ I D D wry/ parallel with the West line, a distance of I N �o ^ Drainage & Utility ,` ` �f D \ p . _ ',857 SF. 25'S 43 N v^ 24.0 . I 28.0 ry d Easement in its entirety �� / �I — / y/ .1j� 200.00 feet; thence West, parallel With the I• T 3- 58 .'' j �9� J Z _ - J-[ - - - — � " South line, a distance of 435.60 feet to the SEE SHEET 6 I 5$ I - - - - - - 62 - - - - - J D 1 Q 'S �rj \ West line; thence South aloe the West line, ________ - � Y/'1� ZONING: R-1 SINGLE � g 25 I 25:: I "� 858 S - m sp \/�O 62 ` 6 51 �/ 11,573 F./ / V j �FAMiLY RESIDENTIAL I o distance of 200.00 feet to the point of I'--1:. '�"m BAELU - - / :... —_--- / / beginning. I4� f ��rT= T=�=, - - - - - - - i LANE l �l� _ — — — -- 1 _ / 15 iSR3 cF \ REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN / hereby certify that this survey, plan, or report was prepared by my www.ottoassociates.com PROJECT NO: 1 4 -11-25 T.J.B. REVISE POND /12, OU TL O T C & BLOCK 4 C. S. 0. T. J. B. or under my direct supervision and that l am a duly Licensed Land MEADOWBROOK 2 4-23-25 C.S.O. OUTLOT A & LOTS 1 & 2, BLOCK 1 Surveyorunde FINAL PUD PLAN the laws of the State of Minnesota. 9 West Division Street (NORTH) 24-031 4 CHECKED e �y� Buffalo, 55313 (� (763)682-4-4727 P. E. 0. Paul E. Otto SSOCIATES Fax (763)682-3522 License #40062 Date: 4-23-25 Engineers & Land Surveyors, Inc. JPB LAND, LLC MONTICELLO, MN SHEET NO. 5 OF 18 SHEETS DATE: 3-26-25 ■ _Final PUD Plof �ZONING: R-1 SINGLE - I' N - FAMIL Y RESIDENT/AL I I I 58 i 3 �L�N I O I , 021 S F. _ SEE SHEET 5 � � pfulfluyu a vuu,y � � L1 - _ 857 S.F. 25.5 43 N 24.0 . I 28.0aasement in its entirety \ \ J I I / /- y/ ti \ . - . - . - . - . - . MA TCHLINE I I • � 58 I� 158 _ - i :�" 9y 62 - -'� - - J D 1 O ��/ '�. \ ZONING: R-1 SINGLE 155-155-004060 I� I 25?' I "� ,858 S. I - N oo - _ 6� �� ���0 62 ` 1 6 Sf -J 11,573 / / / 6 I FAMILY RESIDENTIAL GERALD K BRANDY & o m A FIELD i LANE W \ - I -_ _r _ _ -___ 15,683 S.F. oI \ 89 TH s nnn LYNN M STENVICK 58 f - .. / O � � • ';.•.t.:.. � � / ►� 4446 EAKERN CIR NE /l I 8 o o T ^' 1 4 :y I V MONTICELLO MN 55362 Z_ I a ;434 S ¢" N :� / A 1 �y j - s r'� 11 1 - _ \ 58 - 28.0 / 1 Co. 47 47 / f0 413 S.F. ^I '� D J <> I : I '` 2^�O "'� 3<o v 4 M �' v� I 101 _ 61 -r" O� v "j 2, 021 F. `i Oti\'� �162 3� _ /32 _ I I r _ _ 61 62 . ; , ; .•._.I .. Y \ 'I \ \ 9, 47�; 32 `�:32 47 �47 \32 O - -I- I r ' 155-155-004070 - _ � 2 435 S F. 125 I �' �• 47 1- J I ``� - - - r \ 'I - r 155-177-002070 \ 4�44 EAKERN CIR NEAS r = Ile -B 5 I - _ I 15� I. �� 6 5 I A / MICHAEL ✓EROME LENZEN & MONTICELLO MN 55362 ''' _ 58 L II �� Off' 6 `� �\� `� 6 5 �� "� 4 `� I , I I A I I �� I DENNIS LEE ME1 I 1 ^� 1 F Ory 6 v n\ v ^ I 2 I I I A I \ r I b 8785 FAIRHILL LN I ^ Q N 10 20.6 h 2.0 9 �1 p 48.9 I I A ^ I A I I 2 N N J v 7 ¢ 7 `�' 8, 675 S F. I hl I j I^ A \\ I 12 0l I J MON TICELL O MN 55362 _ .857 S.F. I I o 47 I I I I NN , J 1 ><-I 58 N 1 N 114 v - - - - = �33 I - J I I I I I� 15 11 I 11A,607 S.F. I 1 LESLIE FUENTES\ oN': = c� 11 -_ - --- �, I �I ICI I I 12117sF. i L ___ I 001 0R Rl ��� N °w'- \> I I `»=1� Q �1858 SF NT - _ - I rT--------� I �►I I I Ip I I� I I _ I 1-----I-J n�j 8�83FA�RHILL \� E. line of the W. < ::;;: ASHFORD I I I I I I� I 1� -� I r _ LN �. _1/2 of the NE 155-155-004080 \ � � ' :> :.= 01 WAY ao 1 ' ' 1 13 43 MON TICELL O MN.. - 1 4 o f Sec. 23, T. DWAYNE A& TRACY L 3 --� 7W _ ro 58 __ o I A 3 00I I I I I I I I ^I L--- 112 - I I 3 / ✓ONES I"<' Z I ? _ 12 ��y1 "' N ^ I I 9,024 S.F. I I I 19 I I 18 I I 17 I I 16 I - - - - - - J +. b I 1 55362 •�•.. C'l 121, R. 25 4442 EAKERN CIR NE 28 p 26.9 47 ¢7 1 I I 14, 671 S. F. 13 965 S.F. 12, 647 S F. I I I- - I I I '4 8, 917 S F, bl ) MONTICELLO MN 55362 W . _ 58 �^ �� c�. c� F �• 47 ±; I I ` 1 - Iw I I I I I I 11,906 S.F. I I i I I I �' 0 60 120 v ti 235 22.3 - - - - -- I I I = 2 - �'� 1 a �; �� 4 ti\ h16 "� h16 "� L I" I I ' 1 o I I� 14 A ' I L Feet :4 Lss>s - 58 I 47 32� '1 '`32 (% 47 e} 471 v \• 2� \• 3� 2,021 F. - - - - - - - I I I 7 I I I I 7,716 S.F. o I o I- .- ,� , I':,::. I ssI 61.3 F. h - _ 32 732 47 T 4 I I I SCALE: 1 =60 } _ 8 I I o _ . _I F - -1 __ L I - A �I J -I I 144-I-� / p p��, 7� 6h 8\�� 7 F �6 F 5 F ;� - �, 8,050SF I I- j __J _�o-_J 67 »2 '-J NI 14 �\`� ^ er 5,�0 pti v 6 5� \ 5 "� I L - L - 75 87 `O A c�1 < > PID NO.: 155500231200 'S8 47 "� �• �16 y1 v p� v I I I 62 _ r - - - - -� - - - - - r I I 8.994 S.F. I �o EXISTING ZONING: R-1 SINGLE FAMILY RESIDENTIAL 47 47 , \• ' L - - - - - - J -63 - _ - -1 r I T L I 155-177-002050 < > c� W I =:• :'#>>' I "� 1 N 4 0 - - - _ J - - _ _ GERARDO G OCAMPO & i Z-- L I- I I IN 1 A I - I J ARLENE GUISINGA OCAMPO LEGEND L857 S.F.I I ++n �� I 11 1 3 I_ 2 J Drainage & I I I ^ I 146 8781 FAIRHILL LN 02 I I <`<`:I �-' S8 C - -N m _ _ �I� I I �.._...�rt tility Eosem�n� I 1 O I I t1,¢g2 S.F. I 8,034 S.F. i ^ i, I I MONTICELLO MN 55362 - - - - - - denotes Drainage and Utility �1 3 VI/I 1 OI/VBEI�►D _ m- _ -_ R �- o I A 5 0l I N I to 128 S.F.I I-- L- �; e I A 1 NI Easement 858 SF Q --` - �� I I ^I 8 I I 9 I^ ' I -" 34 I 5 I 'CON /� - - denotes Building Setback Line I `�J y� wl r of _ 1 8,159 S.F. I I I IN0,909 S.F. I. I� I I B-B + L 9,072 S.F. o J I 58 4 47 ~ L I 12,451 S.F. I� _ I I I - - - -I cr - - - I- J Front 25' i 47 47 47 Z J I_� I I I I - , , 40 �^M724 S.F F- I ------ N I I A r- 147-- Side = 6 (20 ROW) 155 155 004090 I :I I o o ro I 117 1 12 I Rear 25' 28.D 1 �2 3�, F F I l I WILLIAM A FREDERICKSON SR I ;.J ►� I I h 6 h ci 4 h 1 5 002oj ao 3� 4 F A I et : _ 60 I / 4440 EAKERN CIR NE \.. 1 I ss#s: I 58 �°� 1`� �y6 h� 1,yR 1�6 '� y6 `� °o I �I I A dp 9, 045 S.F. I - -� I A 16 MONTICELLO MN 55362 ,r:i _- a'4T. 724 F. I _A 6 ^ I I A _ _- I I 11,939 S. I 155-175-00f010 �----� I , , _ I o, L 0 T & HOUSE PAD SIZE: I I TEMP. DAN/EL TRAN & A = 62' SINGLE FAMILY LOT 50'X60' PAD - �� �� 8, 710 S.F. I I oil CUL-DE-SAC SlRIPHONE TRAN ( ) _- 3� 47 47 32 32 47 34 I I J L-__J--_--J I I = ourLor D 1 �,0 117 �. B L 1 - _ _ _ _ _I _ I I �t 62 58 110 ,� I- - - - - � . I �:1 TO BE 4761 87TH ST N B 52' SINGLE FAMILY LOT (40'X60' PAD) REMOVED MON TICELL 0 MN = 27 J �, 55362 C = 42' SINGLE FAMILY VILLA LOT (40 x80.5' PAD) Areo = 5.0 ACRES 3 90 - - - - - - i �+T d , / I I 1p1 3 T i25 I I '' 63 m •H_S 1 . j : l D = 62 SINGLE FAMILY LOT (50 X63 PAD) O z _ o L " 291 69 _ - - - 1 i I • c ^ _ I I- - - I- -3x2 52 - 5� - - �I. Droinogecl = e f i $5 --- __ L P I 1 F 1 F o d <> I I I I� 'Utility 0 I A 7 I I, I of Bit. \ -Cant. idewolk ROPER T Y DESCRIPTION: �u I I I I I� Eosement I I /p Surm untoble w, z C� I I I- -I F- �- I I I I I 13,755 S.F./ J / _ _ 115 _ ^ / ,.;curb &Gutter The West Half of the Northeast Quarter of v a .� .� , I I I 1 0 1 I� I I I / 110 - - -1 r- - -I l Section 23, Township 121, Range 25, Wright l LL I, N rn L I I` I o P 9 o m N o I B B I I B I v I I // /� . Uro�noge` --- 60 I I B I B B B B II I I I I I v / / -1 --Utility Eosemo.nt I -• `� County, Minnesota. 155-180-002220 �� 1° >'>>► I 1 I 2 3 4 5 1= 6 I I 7 I I 8 I I �i :' i='Ito I 6 A Io,...-..60.i ► �p / RA YNE COUGHLIN (J I I 8, 323 S. F, I 18, 678 S.F. 12, 561 S.f I 1 I / / A I (00 \ I % EXCEP T 4483 87TH ST NE I W I a?' IN I I �0,250 S.F. 6,264 S F. 6,202 S.F. 6,162 S.F. 6,122 S.F. I I I -:I I 1y6 $ /\ \ \ 5 I' 101-- 9,233 S F. I I A B'! MONTICELLO MN I I I I I I I I I 6 \\ L J-- I I I 13) s'o The South 466.27 feet of the West 466.69 A 12, 681 S. F. I - - - - J M o0 .:.. -•-•••-••••� ,F -� of the Northeast Quarter of said Sect/on � f0,994 S• . �'I � ;; T� � feet I I------J L-- J L--J L - - J L--J I \ \ 4 \ 1� ----I r ��r23 - 86 . ,. 52 4 52 52 52 L - 64 - -I L - 58 J L 81 J .. o h / ^ A \ \ 10, 461 S.F. \ I I r- - - - j _ i . i v L_ I f. \ I / % 3 I ALSO EXCEPT.• "i / �j.. I I I I - - - - - ~, \ / / 9,995 S.F. \ -►j10 I 1 e I 1 1 •`CONNECT TO EXIST. ;- r r- Bit. Rood � Ped. - - f aj Air i \ \ \ 1Q 7,507 S.F. I ^O A 12 o CURB & GUTTER / Romps T-i I - I o - , _ 8 7 H S T. 1 V C _ _ \ I I ^I A tract described as commencing at the to -:gym - \ \ \ o i I \ A \ \ \ \ J 10,636 S. I Southwest corner of the Northeast Quarter; Curb &-., - - _ _ 1QA i \ 2 \ R \ - - ;: I 155-175-005010 thence Easterly, along the Southerly line, a - a::. - l i \ \ \ v - - _ ,� I- - - - I I l VICTORIA SYB/LLA cutter -�_� :., 1 I / \ \ 9,556 S.F. \ \ \ \ i r '� - - - - - - L -I HADLEY distance of 467.11 feet to the point of Conc. Wolk- I :;># 94 57 60 54 57 56 121 r �, \ \ 43 1 f - - - - 7 3 / E A beginning; thence continue Easterly, alongthe ssss::-----�--� -- -- _------- ...._.._... S,\ \ �\ 1 t:. 153 -i�� MONTICELLO MN 55362 J (- I _ _ t 6o I \ \ \� 55 el I I South line, a distance of 940.00 feet; thence cn '> I I I i i i i I A l \\\, Drainage & I 8 A I `O a± o I I Northerly, parallel with the West line, a 1 1 13,442 S.F. \ \ \- 60 �1 utility L 7606 sF I I ^ A 1 1 1 distance of 696.69 feet; (hence Westerly, 10 v \� / Eosemen t -- :; ^ - J I I o I I � _o \� 1 parallel with the South line, o distance of \ 79 _ _ _ I 10,735 5F 155-175-005020 C I I C I I C I I C I I C I I C of B 7 I I \' 5 � F_ /i�- - t_ -- I ✓EREMY C ✓OHANSON 1407.11 feet to the West line; thence �( - I I I I ^ 1 10,148 S.F. 1 f I i ,- - - - - J \�,�g �I I I I �, - - - - - - - - 8685 EiSELE AVE NE Southerly, along the West line, a distance of Q �, I,I, J I I I I I I I I I I I 1^ �, L_ 1 -- - 34 I I I I ;. _ 98 of I I 1 r - - - - - - - _ L MONTICELLO MN 55362 230.00 feet; thence Easterly, parallel with the .? `< it I - I I I I -- ='zl� B-B 101 -- �I o 1 I I 9 A I I 154 - South line, a distance of 467.11 feet; thence 11 - (- �_ _ I I I al t0,997 S.F. l I J Drainage & Southerly, parallel with the West line, a W \) ; ..._..._ I I I I I I 1 e B I - �� I 10 I h co I A ,j Utility Easement < distance of 466.69 feet to the point of U,I Ito I I I I 10 / ,- ... - I I ' h I h, I h I I� 5 I I I 1 8 1 , I 12 1 1 I 9.690 S.F. I / :_.' l o 55 33 00 "� o / beginning. N `r z, I 1 I I°o I �, 3 4 610 6, 759 S F. ^ I 1 13 c, 1 8, 308 S.F. I 9, 676 S. F. I A I / / 0 / / 15, 008 S. F. ry / l,l) < > �) 2 h I I I 110,088 S.F. I �� L►-10 �z� - _ -I ti I I 14 1 8,893 S.F. I I - ; `� ,` �� ) c I I 17, 928 S.F. I I I 10, 888 S.F.9, 756 S.F. A A I - _ - I _ L / , C ALSO EXCEPT. 10, 4 t 5 S. F. I I I I I 1 1 J I I to.793 s F �' I I 1 � t_ L A i J 155-264-003100 I :::: L 1 - 25 B A I _ J �- - - - ,• / / I�l, A tract described as commencing at the �. _. _......:::. N I II I- . I- - 62 :..:.:: �:. 9 L S W INVESTMENTS I` 9�Ljj I L - - - r h �/ Southwest corner of the Northeast Quarter\J55 N N uNJ +fir' / 1 \� LLC �� 56 56 I I�' L------J L- -J L 69 1,...::.::t: / Q,w� o 155-175-005030 y thence North along the West line, a distance 6, 368 S.F. A REECE D & CAROL M SCHL ENZ / ADDRESS l V \ I � � 99 60 5 � �_ 100 63 J 57 4` L J 75 UNASSIGNED ISet pk N89b639 E 435.60 j, I Q - point beginning; MONTICELLO MN nail :\ I _ 8673 EISELE AVE NE of 696 69 feet to the int of b ni , I �� j Line parallel with the S. Drainage & Utilify� / i I _ Op,p r� 2� thence East, parallel with the South line, a 55362 : _ \\ 5$ / \ I MONTICELLO MN 5536 �� \ ' 25 line of the NE 1/4 of Easement B �T o _ SE R %� I I� I � �-. •- _ I 10 I : _ I _ _ ROP4S \ \ I . , � distance of 435.60 feet; thence North, 25 \ , Sec. 23, T. 121, R. 25 I •, 3 � P 63 - \ -1 20 x parallel with the West line, a distance of I ZONING: PUDI �'. I /' o 0o I 6, 421 S F. I _ - tl 65 A \ \\ 9 I I I I `r 200.00 feet; thence West, parallel with the 3.E03 / L 114 . J - - - -l- - - --- 62 -j I 155-175-005040 (��) South line, a distance of 435.60 feet to the Existing.: l 0 Z 1 �d - - -� r _ - \ 1 \ \ 25,488 S.F. J ROLLIE & ✓ESSICA LEMKE I House 3 �'� r- 7`" 63 63 - - - r - -I I A 1 \ \ / I I I �� a distance of 200.00 feet tothepoint of 8 8661 EiSELE AVE NE West line; thence South along the West line > o N ,. - - - - , r - - _ _ _ _ i _ ,q I 1 18, 554 S.F. \ \ I MON TICELL 0 MN 55362 L i P < � I B 1 �I - I I \\ I J beginning. `� y to - - A I be innin 55 33 L_ /� L_ l l U I v 3�N �Cali HI 7,786 S. I NI A A A �I I I I 11,44o S. \ / I I <, <> `oo� 213-f00-231302 o S o o 135 / SAD (� „. 5 110,055 S.F. I 1 I / '� �� DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: W R• i'' 1 1 2 3 9, 062 S.F. ► I p DA VlD D & DIANE M KERN 9, 523 S F. N 8, 069 S. F" �I `� _ / / 0 8664 EDMONSON AVE NE Q 7,704 SF. 7,687 S.F. I I I 1 0 �_1 _ - I I 155-175-005050 6_... I I MONTICELLO a) .c I - B I I I I _ J l_ I I WILLIAM ✓& LISA L LYNCH MON CELLO MN 55362 � ; � o } I � I I � _ - - � I I J J I I I I^ o f 12 0 l I I I I -. -I �� -- J I I ! r I 8647 EIsELE AVE NE I I �iJ I I L 8,700 S.F. � 160..-... I - - L- J L---J--- I I / L_��!N _... �..._ MONTICELLO MN 55362 6-7 I 1 150 - 92.73L_---1�7--J L -J--- 71 73 83 -- % 60 76 63 63 63 ---1-- -- I 435.60 878.78 �. f r ..._..._...� f \1k..:_Droinoge & TEMPORARY 60 S89 06 39"W 1407.11 Utility Easement % p Line parallel with the S 213-100-231301 y 1 ° ` BITUMINOUS- �, , i�' - I ..-fine of the NE 1/4 of CIVIL ENGINEERING SITE 1 I CUL-DE-SAC I ; BEING 12 FEET IN WIDTH, UNLESS OTHERWISE Sec. 23, T. 121, R. 25 DESIGN 261999 EDMONSON AVE NE INDICATED, AND ADJOINING RIGHT-OF-WAY LINES, AND MONTICELLO MN 55362 BEING 6 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, J �� �ZON/NG. (TA) TRANSITION AREA AND ADJOINING L 0 T LINES, AS SHOWN ON THE PLAT. I REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN I hereby certify that this survey, plan, or report was prepared by my www.ottoassociates.com PROJECT NO: 1 4-11-25 T. J.B. REVISE POND 112, OUTLOT C & BLOCK 4 C. S. 0. T. J. B. or under my direct supervision and that I am a duly Licensed Land MEADOWBROOK 2 4-23-25 T.J.B. REVISE L 0 T 12, BLOCK 7 DRAINAGE & UTILITY EASEMENTS Surveyor unde the laws of the State of Minnesota. 9 West Division Street FINAL PU D PLAN (SOUTH) 24-0314 CHECKED I Buffalo, MN 55313 J P B LAND L L C /�y 10 (763)682-4727 Fax 763 682-3522 MONTICELLO, N T I C E L LO, M N DATE: P.E.O. Paul Otto ssocSHEET NO. 6 OF 18 SHEETS 3-28-25 License #40062 Date: 4-23-25 Engineers &Land Surveyors, Inc. i _ �p -- ST ST ST ST \ I o N, T w Surmountable_ _ Curb & Gutter 6, �cn T °' / Conc.1 0 �oN ,.. Benchmark: �,. T.N.H. :;: y� / ~o FF=959.03- Existing �. I Elevation=962.32 Feet / W c ✓ I i 5� ,� House �...LDk % (N. A D. 1 t 958.67 ,.. / �j pc / - �955.78 \ �i / es / so / - . ,. Fence V V l L . V I Oy-I rn SS "; SS, N.W / �: / o `" X �rn s� \ 1 • 0•46 its>: N ,.. �6 �h , X958.81 k ....... .. -::. 96 g6 .::, � 1 - 958- E ::ss \ .. -::::: - .�..� .L .. 9`S�9 3 Existin � X � Con Side�alk-...-...- � � ;::•. �fi .51 �•.'� .^ X � )t `� \�\ 5050 ?X 9Sj E- 7.0 9 :::: Lilacs-... " �- \ X"� ,r� A EJl�' cn co g5 - :1-SShed cr /�9 1�P E oyF Q oy \ °X X i - 9S6o 60� _ /-I I \ r \ `.::. 0 5378 \ -956-.. ...-Fence-.,:� �q� E F5'P1N6EP1 \ :• /N - - Feet - -�� g 6'\ 5"P/N NE / G'o T IG \ uht4 -- vn S �� -�/.$ -�i -•erg Jrl�' il� �: r- -1Y= _ nCl( )�� " v t unt\ uht i 4;5�.21y �.�nt / Lr�t 10"CEDA uh $ ht S iF �r s S p NE72"CEDA /9a, \.. `�� 9 �� �► l� o �/ I / \ SCALE. 1 -60' g o ° o Electric Transmission 10 PlN g58•Z19\ �8 I Q ii Dt yE 9 ,y'�` : W) � `� Easement per Doc. >up �j�El� \ h�j \ S X958.52 l / - c� 9 9 F _ ` No. 475446 '• Field Line •.. iA _ _ 1 _ - ('t ' al 25 1 ' -0 X 953. 52 - �_- oiyF . co 25' °lyF - \ - - -� ��� .) - - - '� 90 a..._Utility Easement per Q,-0\\ 957.43X X957.34 y / \ Doc. No. 634336 \ \ Ln 1 / 958.0\ S� X 958.58 I Q 88_ .._ .o _ OAS\ l l J /g5 \ \ \ 7 \ rn I yF�5z�� Conc. °55.5\X958.54co;co / 1 �s �rn Pad rnp/� \ ( \ I ( q' \ \ os <oQ � \ Existing \ 0 X I �r F 1 �1 F 7.6 / \ Hof �,� O,o \ I �_.. House , 0* co E r o I �. J 1 / \ s ��� 'moo -Co1c. is I cs g3 Oy '\�\ d \ \ ��• ��o °�9� -Bit. Driveway 3 s:: ao �56' F \ y yF \� X 959.36 X 959.33 �J .,� h ��� 9 \ O\ "� -FF= 61.71 Su oun table OyF >s = OyF . rn a1 I ,!� �\� j� Sg \ 0 \ �,� - I ,•..�...�Cu &Gutter . \ I ss I 6 d 0 /' `9sr� V -� 0 958.59X \ g6....... _ o �0 \ °yF / I I I 91,33X F.� \ I �� I \ \'� / \ X958.85 D�� Ede �,95a 1-957.99 \� 10), �o ,h tiF b ° X96o.21/ �,� of elt. PARK DRIVE 0 0 �/I �r Qi /.�� /\ �` �• \ S SS SS SS SS SS SS yF I o �� yF I ��9 I / X47. 9 \ �... _ i / \ \ Bit. Read W JW-958 W W _.._. ._. �. 6�+ / / 0'yF / / \L� 0� ` •••_..._:• ---CONSTRUCTION LlM/TS-•••-•..-••.\ W S S :C958.07 \956.4 9 ,(j� / / iQ964.0 Oy X959.50 T oy� oyF 95�\960 , ,...' �•` \ s\ 8 58149 \t \ 9 56"/ / 960. oyF NF �. \ ( C �.. \ Oy yam/ g 0 \ .� / �•• \ 6' Bit. Driveway F g5o 62� yF \ _ .••�\\ \ � \ ` �•••� • /"� / �6,`� '\ `Conc. qi 1 I �l� �= /'��9 963 23 �. \ 96 \ h� 0 �56 "NF �. 964 •.�.. 95$ ..-FF=961.22 966 % Ch h FF= 961.22 96 96's� (1 fit`; °yF \ l"�...� \..-FF=96 .54 I _ �960 0/yF �3S 96sr_ S ^ �962964�� fy Fos\ \ , `'•�...... )��S -..._Exist House 961.4 96 \ i \ o 9 ::..:• 6+ \ ^ F / / p�,sr i Y\ ✓ �� \9 0 �.....� \ ... =...� Fence 0 o i" F �- Conc. Walk-..� wa, \ Oh'F / ` Cy • 9: :9sc, rn�y \ �;z\ SiI: cr F T „� / o to / i% /��e \960 \� \ oyF \ \� oyF \ \ 1 �XzP 4� 96 \ \ Field \ rn { 7 9 i \ \ p �� F `�` ro .. \ \��\ \\ °tiF j ° F X 956.35 89TH ST. ATE- > �63�8 l ', J I °`�' /- - 0h�0 �' ` LEGEND < �' W SS Bit. Road. WSS� S o / i \ / is °h' ~ \9S�\F \S2 6 0 I °j \ p� ` / ( O denotes Deciduous Tree Saved 6, \ \ \ 9 \ F� / denotes Coniferous Tree Saved / 24 - I \\�`� J S?\ 9`Sst O/yF / \ \ 9S¢ 6'PINE�...� �� X 957.11 � N`� �j6A% I / I �...�' j \ �� ON 9�s6\� ` �9s \ ■ h'� :.,Existing denotes Deciduous Tree Removed 9633 -960 I?� \ �- ■ Building L / Curb & Gutterl 20 T �i^ X 7 �,�' / �AP�fsr °yF \ Ch,F \ 9SQ \ �, oy X950.85 \�\\ 119 9s6 denotes Coniferous Tree Removed 96 j ;iii i'' O aye. 9`S8 rr ti o o R F\ \ SF denotes Pre -construction Silt Fence Conc. Walk--' I::;: III 0 c C0- t\ \ \9 \ \ s o� I g6 o 'oo'o�f O/y� 96o Oy�� _ Oy \ \ ��- -s-52 9s� \ _ _.� ... -Q� denotes Post -grading Silt Fence 7 �� z �•:�:� / ' \ ?�g�>Fs� Sfof\R6k \ F \ 9sp�� F \ \ 0h \ \ \ 7 PINE 1 - - - denotes Construction Limits / \ en es y \� y \ X9 0 10""1�1RGlTW/N- -..."10,� X snst I I I / • �.. f per oy 0 \ F ° F `� "' F \ X 9500.0\ oSH�TfLT- ON- X w I 9 .85 / (,F N X . X96303 \ �\ / ' \ / \ / F \ 10"L 1 o �'" ON °�/ X950.20 0 F i-954952�i�9 \ / X960.24 \ F \ 0 F �� ` �5 \\\ °hF ✓y 91 Pl >ssr y \ o F • `::,_Fence °' ci I;'� \ 54� / \ \ O,yF �``�0 \ X 5�. 7I \ oyF M11- , \ a� \ c o o s -0-� I \ I ( \ oyF \ �\ \� 0 �h� OyF \ ^h 001, /yF h X�' N totj _ _ %✓ y X 96380 \ / \ 0 / yF rn ., �� � � 0 o I� IN \�8 0\�R � � `°y � F g�5,0g� � �.. I `� o I /\ yF \yam \ rn yF? 9�0 � 1 \ 962.2Gs s-�1a. l \ ` -- / �\ I °yF I l I \ O,y \��!yF- \9S2 9S� F \ \ \ ON- ° 960.1 I ( OyF \ \ 954 \� \ �9� �9 \X954.86 I I i �1 f 9s J/ i OyF� --F-- \ 8\ S \ l= I / \ / cpry / \ \ \ O I h 7` 0 ?�, %��� \ \ \ \ \ X952.45 �. o z I / / \ \ °yF yF I \ O / yF l 94 446 Oy I I I O 96k \ 961.64 I 94s.F i \ -1 l` °yF F r9�\ \\\ \ yF i hry � \ ` \ yF �\ = o O l 960, X \ �X943.20 ? �\ o� C r \ / 0 0 10 C\ � X960.19 / ..;e`� F ` \ \ / Oh'F / �n X942.06 Oy` O/yF Icb < . I W l.,�e.. O \ \ \/yF �\ 1 �h �� �� a a� oyF ON- 04- I� X 960. 31 0y\9S S ^\l / n i 1 T 1 n T A N- "? y X 966.76 959 81 X �� \ �h \ &� 0/y Ssr X960.70 �6 \� 0 / 1 / l F \ 0 962.491`11111 WLI yF r,� l ON- 0 yF ' X J51 10 I ::.: \ �g \ \ 13 Ogl I \ ON- 9k� *� �.. ✓ \ X95�81 I �/ \ 5 I F \ / 9k6 g5� �C95 . 1 9h _ / _ _ MA TCHL I� IE _ 0 950 . - - . . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . . - . - . - . - . . - . - . - . - . - . . - . -s \- . - . ''�/ - I • -c � r��7 X g 'S - - --� - f � � . �• � }� SEE SHEET �8 y 5- 9 � ' I 25 25 IXx X966.87 1 I X96 �rj / v/y 'rsrs I / Play Structure^ \\\\ �6 Q44 REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN / hereby certify that this survey, plan, or report was prepared by my www.ottoassociates.com PROJECT NO: 1 4 -11-25 F.J.B. REVISE POND 112, OU TL O T C & BLOCK 4 C. S. 0. T. J. B. or under my direct supervision and that l am a duly Licensed Land MEADOWBROOK FINAL P U D TREE Surveyor under the laws of the State of Minnesota. 9 West Division Street 24 -0 314 CHECKED�O :f �.�p Buffalo, MN 55313 J P B LAND L L C PRESERVATION PLAN (NORTH) (763)682-4727 Fax 763 682-3522 M O N T I C E L LO, M N DATE: P.E.O. Paul E. Otto ssocSHEET NO. 7 OF 18 SHEETS 3-28-25 License #40062 Date: 4-11-25 Engineers &Land Surveyors, Inc. I ss i ... \ ✓ / / \ X 3 p ` 95 . I ■ 95 81 y 4E\ �7, \�� \ IF SH �Tsr .----- -I. ,. ----------�.---.�-- ----� -- ----- 1............ 25 25 I X966.87 \ 1 X960.73 Play- / \ \\�6 I \ \ Structure _ 944 � 9 x 1 \so\ y L I>�n \ Fence-...., -Fen9S \ `� --� �/X954.35 0 ce / Ld o > W I 1><\ \ yF 958.38 \ N \ I##> rn 954.72v - > > \ 958.19 X963.66ILO .ass: X 963.48 \ \ » M / I 0/ u� I I I I \ X96�2.j8 1 10 ELM I > W I X966.78 X962.61 \ I 10"EL M i, [ ) 961.97 \ I 8'ELM�... 1C960.16 X 965.22 . s j 12 / / / \ X962.20 \ 1 �o I X962.75 \ -962 ELM N \ I I I I X967.45 ` / 62/ X958.85 X95�47 � \ X962.97 < o / // ,/ �� s\ r €sssss. A �� 966.81 'ss i< coQ ) o I ^Wrn <oj W X961.02 / g a' co ( l I ( \ / 12"ELMS X954.69 sssss': J rr o, , `I J I �•••\• F,-Fence r0 \ �.• X967.16 / X96261 / 6 10ELM- I 956.8 -... 954 S`399 9 ELM X 93 / / 1 i X967.91 �• \ / I - \ , \ 2 g g�j0 Xg ; /--��✓✓ / o I �...`.. 16'ELM 5�5pX-...-... \ J,�, I rn I •� X963.20 _ » e _..._ ..-...-..._ .. 55. \ = I ••� / I 6 ELM of Bi. �. -Conc. dewalk L L O 6 ELM p S Surm unfable Curb & Gutter / L L 9Q&ZL_M EL p - - - - - .�: CONSTRUCTION LlM/TS- --•••-..._..._ �\ 9'ELM . X964.71 1 9... ... \ �S 87T ST. NE _. . rn vg1 I o o r7 \ \ �, co 959.24 0 60 120 Feet SCALE: 1 "= 60' 96(9 6"""' q) \ rn LEGEND i 0�=�.vI EL Jo`O, 7» O AR W X965.03N/ �- 0 denotes Tree 87TH ST NEBit. RoaX965.65 amps 966 9"EL� denotes Coniferous Tree SavedX959.17o ST. p Curb & denotes Deciduous Tree Removed �:•.- Gutter$ 9 ... 9�i /•� X966.38 \ / \ 8_EL 1 / denotes Coniferous Tree Removed Conc. Walk g69?6g6 / / \ / \ SF denotes Pre -construction Silt Fence I 9 ss>s10'ELM TELM 8ELM / X965.4110" denotes Post -grading Silt Fence N� J 966.34X / / / 12'ELM X958.68 = denotes Construction Limits 10'PO LAR�...\ 9��ELM X 964.61 966• g8 � 6, 966.72X Existing_.' I House 1, FF= 966.95 X 966.86 0 0� 966.52X 966.38X I/ 7'PO� AR-...-... rn N W rn \ � I70.L -9'BOXELDER \ �� I X966.31 X965.80 7'BOXELDER�.. 10 LM I � / �\ \ \ II Fe�ice-" 1 1 I 7'BOXELDER �... �8'BOXELDER \ 1 / 7'BOXELDER -... .-6'BOXELDER 7" �- +� "ELM / 8ELM l \ X966)12 X961.03 / .`6'BOXELDER X96464 ; `•'� 7"AS� \, / I 7 ELM `•../ \ ti 7'BOXELDER� B / o' X965.59 I � /• co � 1 .�g'BOXELDER \ 7"BOXELDER� �D r �...-12 M ' \ �• I L8'BOXELDER / ! IL9'ELMTRIPLET / / \ 10 ELMT \. �7'BOXELDER 6168 TELM `'_958.56 96662 / X966.47 \ l \_7"BOXELDER 10"ASH -12ELM r /-10'ELMTWIN S / J _0\ r 61.86X �•� X958.41 � � b � 2.03 ..-Fence X965.05 / o ^96>�6 j / X957.28 I / X 964.98 J X966.78 Field Line-00 Mow 6.2 49X � s 0 44w�=► \ \ x A- - ��� X �= h 00 6 -Fence \ \96 12'BOXELDERJ `J I rn 0 ¢� \ X1 I 9$ J64.801 X965.20 rn� ON965• N N REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN / hereby certify that this survey, plan, or report was prepared by my direct that I duly Licensed Land www.ottoassociates.com MEADOWBROOK PROJECT NO: FINAL P U D TREE 1 4 -11-25 T. J.B. REVISE POND 112, OU TL O T C & BLOCK 4 C. S. 0. T. J. B. or under my supervision and am a laws of the State of Minnesota. Surveyor u;VK:f 9 West Division Street 2 4 0 314 CHECKED Buffalo, MN 55313 TTO J P B LAND L L C - PRESERVATION PLAN (SOUTHl / �_ (763)682-4727 P. E. 0. Paul E. Otto 4-11-25 SSOCIATES Fax (763)682-3522 M O N T I C E L L O, MN �+ Q .I DATE: Q SHEET NO. 8 OF 1 8 SHEETS 3-28-25 License #40062 Date: Engineers & Land Surveyors, Inc. ri Lido DTR ST ST ST ST \ ting MH i m=957.88Existing CB Inv=951.71_ w / Rim=956.92 / o I _8" DIP �+ Existing MH I 1-DIP WM \. WM / v -Rim = 959.50 / :> / I d /•: : �15" RCP c� JG� W W _✓..._env=955.10 A W / C ' �� ". D _.... LCONNECT TO N L/ V / L • l/ l QNFi w SS SS' 12" PVC •� �. / , ... :.. EXIST. SAN. H _ -21" RCP CAUT/ON: OVERHEAD --- X�- 0 \ yF off.... y ELECTRIC LINES San. MH j:•�,.�;1r;r �I _ REMOVE &REPLACE ..::.. ::,.c Lilacs ^ ..::,. Rim=959.80 r::° 8" GV CONNECT TO " n v= 945.34 - EXIST. DIP ti E S . 8 D WM w r - - vn� ...vet �� . vet vn� 0 0 I N .. Vrit VI.1t VI'it - - - - - .. �. �.._ _..L �� vet - vn� unt uht - - I - .. , l I , O ..... Electric Transmission ;� -; Feet ;:::: 'r Existing MH o ...,;, I ��� k-, r�ftt�rw~+•�:•.:;�,'c�s�i'f��t�:;;�i�>>::,:'"::,.�;;;;�:�;;;;.;�::;:.�::.� Ian;::.. \\I I I I\ : 1 -., Uo�o. 634336Rim=956.26 -�i�. :'I oyF \ Easement per Doc. _„Q ;;;; D O .••-FES No. 475446h%lnv=945.58 y\ • 'U'SCALE: 1=60z5---° L a - - I I 608" Gw co o Oy _ - - - - - , T -I -I I MH- ' -ce �I \� \ -- \ / / / \ \ \ \ I I I I i I ; \I r: NPvc c-9oo wM I 1 2 2X.\ :: to�` °yZ. .... oyF \ FES \ / \ \ 2 1 1 I I 4 5 I 10 I I ::.: \ .... \ / \\ I I I I 8" PVC I 6 CODr _ 1 \ / ' • • . , \ / i'"• SAN SEWf'R I 1 �, I •. _ I CAUTION: o, AC 0 h \ / / 1 SAN MH I ; \-..._...1... _.. I _ 'F �S4 �\ yF \ \ / I I \ • ; _ F II , _ 8" P ✓C ,•. I I UNDERGROUND F 5 �........\.�..... \ / \ \ J L---------- L! /N� SAN SENT bC5' ' 4 p.4/ R-I Sn I \ 1 i.:� GAS LINE 1 _ � \ \ � � I _ v our (E��4q.� I � 20i1 I I \ \ 0�..._Top=953.16• \ yF � yF' • ' \ - oy I W. In v. = 945.76 -ES \ \ \i I 1, `• \ \ F I \ p Inv. = 943.01 "^ \\ 0 - \ \ SAN MHCBMWMH •. : I II SAN MHI I I I w SAN A•I .� I\, --RIM=961.2 CONNECT TO `/F o F ' I O / \ �� \ UT E =9 2 - /�,qR �R/M=960.E I I� P_V� - EXIST. SAN. MH - yF j ` oy\ / -�--�- SS SS S K lNV OUT E = 48_19_ CBMH- I SAN SEWER w w -� S/ 111 3 i yF San. MH W ....,_ / O � 8" PVC C-900 .. > .:•�-- •••�.: •• �.-,.. , . S6.52 .._CBMH •I _ - ::::::•. -.-::. h yF \ 0 Li '.::.•.: l:..:: :. - "=-- _..., r _ ..� ► O' < 8+ 99+00 99+ 6.92 yF a UI - - �( si -� :Si ► ss1 ss 8„ Pv ss ss yF I = F j` \ \ , �'�... HYD. & z - - _ - _ //, �i \ s w w I SS S-- oo w w W w w \ s� oy \ 0,* / OUTLOT AyF �\ ' yF ss+oo- `. c6 s cv / / I % _ , w _ - - - - . O SAN MH I �: " GV�• y a 8 x6" REDUCER- `� I i \ yF \ °y yF RiM= 960 f \ - - - - - - 7 ` s O 0 0 F y •• / 1 / C MH I - - San. MH .p �Yl yF j F lNV /N ( 91 7.99 3 r- _ - - - C I Rim=959.33 LEGEND d << \ \ \y vyF / lNV /N 47.99 / H� r g" P -900 \ I T denotes Telephone Pedestal % I CONNECT TO In v=946.83 ❑ p o:: I oyF oyF Oy ocs-: \ F �. / lNv ou l(� 947.89 / y ... o �8" Gv I I Y \ " E \ / 1 I \ \ 1 .._EXIST. 6 denotes Sign / ExistingCB \ 0 oyF \ \ / l " PVC SAN f NCR -f 8" CV \ h0 DIP WM W/ w o o oy \ / 2 / / - _ / " I I \ \ \ I s" GV denotes Guy Wire Rim=955.01 = yF \/.i yF F FES-' \ \ \ \/ , / j/-8 PVC C-900 NN I I \ \ \ denotes Power Pole In v= 950. 81 0 UJI �denotes Light Pole 2 denotes Water Valve \ \ W oy o \ o J denotes Hydrant - F yF STORM yF `\ N e,� / / I I \ \.... o f ti \ \ ® denotes Outlet Control Structure CAUT/ON: OVERHEAD \ BASIN \ \ ,�886P' -VS, oyF �\ / `y ~ / I I Presumed Droi o e & ,sgo / �., 9 QS denotes Sanitary Manhole Existing MH o �� ; `' ELECTRIC LINES oyF ` pyF -FES oyF \< ' / J I \ \ 4 I -�` y per D denotes Storm Manhole Ut:l:t Easement O �' :::; � \. MH / AN MH \ \ Doc. (was not isted in Rim=961.56-...\ _N _ I ': I \ \ I I I .. \ /�=957.16 Title work)Nt1denotes Catch Basin In 5.11 \ I CONNECT TO I l#: T °T 1 �•••-EXIST, 12" DIP oyF \ OUTLOT B v OUT (N)=94 .61 1 I \ \ I "" r' WM \ '-MH oyF ��I denotes Catch Basin - Round SS denotes Proposed Sanitary Sewer ST D o -- \ Oy oy oy \ oy �0 1 \ \ T � \ •,\ .._ � W denotes Proposed Watermain / / �� F F� J L-------�------------J ST denotes Proposed Storm Sewer ss ss� S = o+oo�-- \�� / �'o 'yF oyF \ o :oyF MH �`- - - - 111 denotes Proposed Catch Basin W � o cj HYD. & / y \ San. MH W -I W �° I 6" GV / / /\ \ \ - FES-•.. ............................. . \ w denotes Water Line Rim-961.83-... -� W / / \ Oh f oyF ST -PL D ES- •.• _ i 12" ;. .In y=936.JO WM I ?:; r.•.,;.::: ` W -CBMH / , \ \ Oy +� - Ul,�N \ Dy - -12" GV / F CBMH ,- "�.'' �• _ F , GAS denotes Gas Line p T -CB < �� ss T denotes Sanitary Sewer Line J� \�✓iF J� CAUTION: OVERHEAD OyF ❑ ST denotes Storm Sewer Line ��� \ SAN / / \ �` .I, Co�af� \ ;"` S� •' ` F� \ oHE - denotes Overhead Electric Line Fiber Optic Box Sr - 2 RIM= 6 \ o oo� oifh \ Oy ELECTRIC LINES \ \ Existing CB St _ �� \ - - -lNV=950.82 \ � �FOsSfo F 'FES :/ l/ \ Oh\ \ - X denotes Fence Line Rim=959.20 1 0 # I l T (S-950.72' /\ \ ��t fPs ) F •. 0 j STORMWATER BASIN \� \ X - - - - - - denotes Drainage and Utility In v= 955.68 > I MH-- i pPr\oyF Easem en t s'``: Uj Q 43+Oc 3 i oyF �--..._.._ f qyF x NOTES: I C,, w CB ��` MH ////\\ / \ � .' �VF oyF �h 1. THE LOCATIONS OF EXISTING UNDERGROUND 2 " Gv- / \ �_ :oy� oyF \ �\ �"^ \ UTILITIES ARE SHOWN IN AN APPROXIMATE WAY 4 I \ - oyF \ \oyF oyF: ONLY, THE CONTRACTOR SHALL FIELD VERIFY o Eno SAN 9MH 6 1 PVC C- A o o \ h \ LOCATIONS AND ELEVATIONS OF EXISTING R/ 7 \ L \ y y '�� o C I p .:_ I M 963.9 '-CBMH Y, ''\ SA MH \ SAN MH 9 �� F F '� \ UTILITIES TI PRIOR T ANYCONSTRUCTION. W N ^ I L, JI L11 :��_ INV IN (S)= f• -•••\ 3 / y \� �:. s�� ,� \ R/M= / / � :• FES . oyF oyF \ U L ES R OR 0 N I `''=11NV our N - \ \RIM�958.66 HYD., & \ \ 2. THE CITY SHALL NOT BE RESPONSIBLE FOR ( )- 41 '. \ INV W=950.03 / c i #: = �0 - .._..._ ) V OU W)= 949 5 6" GWll oy' �h INFIL TRA TION \ {N 7"'-: F F \ ANY ADDITIONAL COSTS INCURRED THAT ARE �, =• �, o • w ;>;:�;:- �� � � i l 5=950.03 O 0 55 ::s>»= 4 _ / ��� ✓� UT (S-949.9r \ / \ MH * BASIN oyF \ `yF \ ASSOCIATED WITH VARIATIONS IN THE UTILITY l\ I o "✓12 G 6iff AS -BUILT ELEVATIONS. ALL UTILITY s P :` / \ \ / / �\ oyF / \ oyF \oyF CONNECTIONS SHALL BE VERIFIED IN THE FIELD. 3. THE CITY, OR AGENTS OF THE CITY, ARE \ I\ #» I SA 51+oc I ��'- " &. \oyF oyF \ o OUTLOT C // \ \\ NOT RESPONSIBLE FOR ERRORS AND OMISSIONS _ = _ \6 v 7 / // "PVC C-90 wM , y� : oyF \ ON THE SUBMITTED PLANS. THE OWNER AND SAN MH 2 v \� / oyF oyF �/ oyF. \ ENGINEER OF RECORD ARE FULLY RESPONSIBLE s" PVC_ yy / / \ \\ OyF j \ oyF FOR CHANGES OR MODIFICATIONS REQUIRED o ss R/M= 96• 1. 96 1 : 5 ��� SAN WER I �/ _ INV IN (S)=.?52.16- F, \ / 2 \ oyF oyF f oyF DURING CONSTRUCTION TO MEET THE CITYS I I INV OU] (N,=952.o rn / ' : ss \ 8 / ` ' y \ \\ oyF / \ \ STANDARDS. 3 CB _ 2 N MH 4 7 \/ R N 964 91 / :-: �- / oy oyF : 0 4. ALL WATERMAIN AND SANITARY SEWER o MEE.E. w R/M= - '�f INV NW 949.1d / r \ F yF TESTING SHALL BE CONDUCTED IN 10' M/ Y N S)=95-8" PVC s SS INI(O ( E -94 04 / �/ / I I \ 1 \ \ \ ACCORDANCE WITH THE CITY STANDARDS AND `� INV Ou - 5 64 ` ) 3 / 3 `' I oy oyF \ oyF SPECIFICATIONS. COPIES OF ALL TEST RESULTS r 3 W SAN SEWER I I r F 8" PVC C-900 N/M _ 8" PVC , ` •� j \ " _ / y `� / I I I 1 \ •, S ST -E-- St -� FES \ SHALL BE SUBMITTED TO THE CITY (PUBLIC �Q y / I 6 7 I r oy n :Tl nT n WORKS DIRECTOR CITY ENGINEER THE OWNER SA 10' M/N_.._.... ...- .._g" PVC C-900 WM "4.. , SS / \ �/ I �s /\ / 5 I I I I I \ F h 0 �/ V / L - �/ l i-i , o 4 �m 1 �j� / 6° 't / / �i �AN MH I I I I I �•. ^ ti� AND THE ENGINEER OF RECORD. `" '' -� / = 65.92 I I I I I I I I \ \ oyF.:/ \ 5. WATERMAIN SHALL HAVE A MINIMUM COVER + LU N' y - 4-8" GV 4 INV IN S• f 67 I I I I \ Oy OF 7.5 . O ' L ha lNV /N sw 9�436 I I I \ • 6 TRACER WIRE INSTALLATION SHALL BE IN o .. II ..... _ I MA TCHL INE SEE SHEET 10 o I 54+0 -- 25 25: I 7 REV. NO. DATE BY DESCRIPTION 1 4-11-25 T.J.B. REVISE POND 112, OUTLOT C & BLOCK 4 2 4-23-25 C.S.O. OUTLOT A & LOTS 1 & 2, BLOCK 1 o�, 2 5 �� 2 T W SAN MH RIM 968.89 N I 3INV Uu i (r- �> c -ewe OUTLOT D 3,J?lM = 96 ?. 43 CBM " r 4 q .! INV IN (W)=956.33 CBMH-••. I SAN EWLK ' v INV IN oE)=95 i.33 i • -1W OU�[N,=956_23 S _ 55+Or 111 SS SS _ SS-57+00.16 , DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT C. S. 0. T, J.B. WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE„ LAWS OF T� OF MINNESOTA. CHECKED /��('_ /� /1 C. S. 0. Coro M. Schwohn tto DATE: 4-23-25 LICENSE # 40433 INV /N (NE) 94z67 I / dyF o ACCORDANCE WITH THE LATEST EDITION OF INV OUT (S )=8.57 I / // oyF . THE MN RURAL WATER ASSOCIATION 6 �sv� \ J/ / 1 i 9 / / \ oy / 0* STANDARDS, SEE THESE STANDARDS FOR F ES FURTHER DETAILS. MH-: j St Jy-lnv=946.69 7. THE CITY WILL REQUIRE TELEVISING FOR // S F SANITARY AND STORM SEWER PIPE • \ J - • ' - - - - - y - 4 - - - - INSTALLATIONS PRIOR TO ACCEPTING A RAM--96 72 :` w - - -I - -� , s" v / 1O / / �. F WARRANTY FOR THE UTILITY SYSTEM; PROVIDE AN S`S ,� REPORT AND VIDEO FILES TO THE CITY FOR INVIN 0 T �5\949.,91 • �� cw 12" PVC C-900 N�f- / / / y\ oyF REVIEW. www.ottoassociates.com MEADOWBROOK FINAL P U D UTILITY PROJECT NO: B ffa% Division MN553S�eet (NORTH)24-0314 TTO (763)682-4727 J P B LAND, L LC PLAN SSOCIATES Fax (763)682-3522 M O N T I C E L L O, E Engineers & Land Surveyors, Inc. SHEET NO. 9 OF 18 SHEETS 3-28-25 - 3,Nv 1-w __ OUTLOT D - - , , ,� \ I I'� I - I 3'J?/M = 96. ?. 43 S I I I / FES OyF CBMI� : 4 --- �� - INV /N OW)=956.33 CBMH-••• :-CBMH �1� w h I , MH. S. Inv=946.69 I 6 -- 8" P iC �J i I- / INV IN .E=956.33 ' yy / / St _ F SEE SHEET 9 I ,� •SAN St Wt K to : --tNtt OU ; �= 956_23 . t -CBA� \ � I -C � ° - / /,, � � � .� �y MA TCHLINE I -� :• 54+0 ��` St SAN M �� S NJ L ter'/ , \ p�1F >.> I 7 - 0 1 55+00 - - - I ... _CBMH .• R/M1 25 �5 �, 56+00 I IN --9 0.01 19" PVC C-900 WM- w #:: III Yf IE'� -- -A/vE-57+00.16 /�lv o r9. �� .. �` w 1 1 o -8 PV C-000 WM \..._Hro. & L M 3+ 1.1 - H _ % 6" GV SS �I _ \/ 1 1 p 0 -CB HYD. & �MH-�: 1 SS I X tiF ..... ........ �- / - -CB I SS �/ -42" RCP \ - _ _ 6 c;v - IT�VOUTS 3 1 �� C ft' 1 2 ) : { I 3 I is ,. I, v . , Existing MH 0 -I 4 g ti - H o L_ I 1 I-i- _ F I = 1 2 - - _ _ I SAN ;' - - _ _ I Rim=954.26 _ =1 - 1 - - _ _ / s C H Inv-946.82 9 - - - _ I RIM= 967.1 « - I o 1- J I- 8 Pvc_ r - I - _ T 1 _ _ _ I INV /N (N) 47.59/� � � n - , OyF \ <<, - MP. CLEAM�Yld_ -•.. 8 I_ " L 6 5 6 4 1, l 8 GV 1, INV OUT 47.49 I �1A=952.97- I:. o -MH p SAN H r 2 I I I 11N (W)= 946.56 w >: O 1 O I-�..._8 a PVC S�1 / SEWS ^: : I R N 968.27 I I I I I I SAN MH 12 I -42` % IONT (SE)=946.46 \ : �... a NV ZJT (E) y�y 0� na 7 r/ T (N)=956 78 1 I 1 I �' v ; -� RN=960.09 I \ :> I o #"# I 58+00� I- - CBMH- .. r L - - - - - - - - - -� I I I I I I I I 15 f N IN i IN (NW)=946. U7co I I CBMH - ""° I : I O 11 59+00 60+ '- - - - - - - -III t- - - - - - - - - I I I Ll ts�=945.97 _ Y S9 A F RD l r+ t► I 'I sc - I I I I I I I I I I - --__ I:.. I SAN MH --- H I H I I I I I I 1 1 I L 1 :: I 3 I -I w 12 _ r - « CBM _ ro. 1 19 Q 17 ► I - 13 1 z 8'G 6 GV II I I I �'•: 6"GV 11 I I 1v I I I I 16 Existing CB ti.I 9 w �W 2 3 2 GV 1 I -- I I I I I 1 I I IRim=952.30 ` I I o 1 4- 4 LSD e V 7 - - I ' I I► 1 I o 1, 14 1 3 I / In v= 947 7� -J \ I I SAN MH -... w - 1 2 3 4 -' VN�aUr-(sue 9s5�0- y; _ .>? R/M-970.46-8" GV 4 I I o I I I I C� -_ J I INV OUT=9'9.43 J I 7 sAP, MH 7 6 5 8 7 6 5 - , SAN MH 1 J L____ 5� - I 14 N RI =966.85 L _ !tr > V.... a I 1 _ _ - - CB HYD. & INV 8" PV SANS R-... ' . M « / IN IN (N)=950.6 - -� r _ - I o C� ,{H _ r N -� asn--J r----� I I CBMH- 6 GV c,'� 1 L I i B x :>;;:I 8 P I--------� I I o I o Ii III I I I , I I 1 13 , I- -_-_ C� 1 _ �- . 3+00 64+00 - - - - - - - I I 1 1 I I I I I I I CBMH - -I s "```: I �� �S / I _L...-l2" PVC C-90) WW ., <� w :? w �I=L NU SS 65+0 65+99.7 I I 10 L.. -... I -36" RCP o 60 120 W OAD �` 1 5 I I I I I I L 'PVC SAN SEER- I Feet C� '? 8" H/C -900 WiW= --- 8" P c P c c-90o wM I I I I 9 I I I - - - - - - I 15 ► ` , ......N y SAN �E R 1 HY . C MH- ' I I I 8 I I I I I ----__ :, L I = SCALE: 1 =6C ...... ...... 4 �6 cv 8" cv _L _.. - = u, I I - ; - - J ::::::: 8 I��-� I I I r CB 50+67.9 1 L r '• H 4 ,--------� . 1 :.: I I 12 _ I SAN BAH- - - Existing 2 30 3 II SAN e 16cY RIM=958.67 ' -Rim=952.54 LEGEND �- -• i I 16/NV IN (N)=944,631 ST ❑ p ... -'1 I I RiM= �8 Inv=947.96 T denotes Telephone Pedestal 1 2 3 4 CB-... I I --1 IN 4� ' I •. - II ST -�. '".. ' 6 NV N 9 ,.56 CBtiH -1 I - 44 I 1 () 1 NV N (S) 9 63 INN 0 T (E�=50 I \ 3 7 INV IN W=944.631 -21" RCP denotes Sign w - •• r-CB 6" GV / I I • I I 12" PVC 0 WM- t_ `- - - J - - - - - -j I / _ l T = 44 11 •.-36" RCP denotes Guy Wire \ �_" o I 3 I 1 1 L , - - CBMH 12" GV . - N L _ _ I Existing CB denotes Power Pole H SAN MH OUTLOT D L _ _ _ _ I i s:. },.,. °.� �►a -12 GV o. =1 - _ Q _ - - - J �:J :;:• ` ,Z"'PVC�C 900 W�4/cn -Rim 954.87 denotes Light Pole _ RIM= 969.57 I I I �. .. ,• •• • • ;:: tirirt ` / _ i 4 , i I , , � : 7 /n v= 950.92 cv I I o ;>sss>s O_ CBMH- • CBMH-...� - - - - - - - _ - U I Si SrINV OUT N-958.66 ST ST ST = 1 6 GV �J W W W �` s T l R}n=95 .74 Son. MH D4 denotes Water Valve L; �...- O v W. _ _ - _ `T ST ST -�- ST - _ - -I f - _ _ _ _ _ H ; I 1 1 i 41 SS [ SS XS -rta y �- w i 7 Mv=943.66 denotes Hydrant c93 ^ - - I I - - I S III , :Lo }� w denotes Outlet Control Structure y;; _ f r- H_ . - - - - �- - - r� -CBM l o I I :.:'' IV S III sS A REMOVE & LXJo I 1 1 CBM I I + 7 -8" GV SS - REPLACE 12" Qs denotes SanitaryManhole 2 I w s 1 I I I I I I I I I ! I I I '" I R/M/ 964.13 i SS _ �--CBMH -�:a„ /` 8 ��"'-GV. CONNECT Qp denotes Storm Manhole 4 '� '� I S _ - _ TO EXIST• 12 j 'sss I I 3 I I I a I INV /N (NJ=94A / / S CBMH-� / ' S(AN�EWEI� D/P WM - MH - L 1 1 1 I INV OUT (S) 948.69 / \. 8« py I i' r Rm-958.64 / lii denotes Catch Basin I I I NO _ I � � 1 � FC � x © denotes Catch Basin - Round RELOCATE PP- I is <: I I I 6 I I 7 8 I I / Sg SEWER 1 I Rim= 9�. 81- / C011VN { 1 2 3 4 5 I I I -�, \ \ 1p� 6 6 Tq E)o T. SS denotes Proposed Sanitary Sewer REMOVE EXIST. I I I ..?.?; I I 1 I I I I I ►BMH j �f0' M/N I ; S N. MH Inv=94:;,92 SS \ ^• • 5 '� / � S, - - W denotes Proposed Watermain 55 I SAN wl -1 HYD. & 2 I,. CB N I I Existing CB HYDRANT OEXIST. 8C 0"PET ..._... =�... �•. T ??'s' , .._ " I I 1. -, l S I 9 w \ 13 ` I I I 8' Gv Z SAN \ z \ _ �. _7.••-G I,�;� 6 GV 1 I I \ �' v8" GV �I� Rim=954.82- cn ST denotes Proposed Storm Sewer \ - INV L T E =95T 9 - I I I : - / Inv=950.4 I '` I Existing MH_ \ \. L _ - + - _ L _ - J 18" P�IC �900 WMJ o �: V l �( 946.27 4 I - - _ _ _ _ _ 1I I- �8" RCP- / \ p - - III denotes Proposed Catch Basin I A L 6" GV ! a NV OU 946.17 1 >1 �-/-� I W - denotes Water Line Rim=969.15 = 1 L?---J --I L_- -� c�5 \ / T \ % \ ..e:' H P ' U. & A •'• J I I 8" DI P - P -I denotes Gas Line / GAS \ , _� : Existin MH w \ \ I . � 6 GV 9 •I � M \ I N/ � W - 1 • W W W -1= W IS o . \ -�11� I � ��-Rim-955.40 SS - denotes Sanitary Sewer Line Q I � I W W W it - : � � �• < \ \ \ 17 I /•• � � 12 cn ��\..._Existing MH y c� 0 1 \ 0I 1 Inv=948.73 Rim=958.40 15"STCP p o -� I� « I o 1 �1 So )P 3S ) SS SS SS __ 31fr QS L� SS - _ \ \ \ \ o� L _ 3" PVC SAN SEINER- - - -8" PVC C-910 WM ST - denotes Storm Sewer Line %� .1 -8 GV : t 87TH ST. NE !� \. SAN \ \ \ \ \ 1 _ - - J r 1 I oHE - denotes Overhead Electric Line J III I - =V6_j CB �'� RIM 36 2 \ \ \ 8 \ - - - - 3 _ _ - I -36" RCP ? +oo �/ i - - •�•••-INV l=946.98 x denotes Fence Line :,. :-.... _ _ •- - - - - - denotes Drainage and Utility I II#<s>#> ! --- MH-' f' f I INV j=946.88 \ \ /�� _C3MH 1 r---------- cn 9 Y __ r :•:;;: 12" GV 1 \ \ :;. - Easement Fiber_=tt I .. AN �_- - - ; \ o_ \ I Optic Box ! :•:•;; I I ! I R S • CBMH 60.. SAN MH 8 I I K/M =n 4. 1 11 i 1 \ \ I R.I I I o I w I s I 10-� ,,�� CBt... o R/M-962.74 \ \ I 3 15' RCP-:':„: CAUTION: OVERHEAD 1 INV /A, a=952.84 y I -+ INV � \ 1 I: 1 `'>; _ 1 I I /NV 1 E)=952.7 I Lw-...-10 1 �m I N (W)-947i _ __ J I 1 1 ELECTRIC LINES (� Exlsfing CB as#: I I I I 1 N I yW�JV (N)=947.4 \\� f - - _ - - - - (f0' M/N I !- PTO EXCONNIST. Rim= 967.41 N%/ 1 7 I": I I I I I I I I I I I �, 1 1 >' ; 1 INvour(E�9431---�---� I x----------_�>/ STORM CB .<� cr- CB_! I NOTES: I I I I I I I I I I I --- 9 I 3 1. THE LOCATIONS OF EXISTING UNDERGROUND --- J I -•I•-•- - --R/M=960.09 UTILITIES ARE SHOWN IN AN APPROXIMATE WAY - - - - - - - :� I 1 I 1 10 I 1 / :•-EcBNH INV IN (SW)=947.21/ ONLY, THE CONTRACTOR SHALL FIELD VERIFY ? suss:I I I I I I I I r, 1 I I I INV OUT (N)=947h = I I I I I I I I I I I I 5 I I 1 I 8 I U; 1 o 1 12 i 11 1 I cr���- / �0 1 O / LOCATIONS AND ELEVATIONS OF EXISTING _ Existing CB 2, THE CITY SHALL NOT BE RESPONSIBLE FOR 1 I I I 6 0 _ _o \' l-Hro' & 14 I 1 13 1 I 8" P' I / / y ! UTILITIES PRIOR TO ANY CONSTRUCTION. <:>tss 2 1 3 1 1 4 1 1 1 I �i 10 ` / \.••-Rim=955.07 I I I I-------� 6 C-y SAN SEWS) -- I I I 1 I I \•.. I / Inv=951.05 ANY ADDITIONAL COSTS INCURRED THAT ARE _ I I I I I I I i-- I I J H� 1 z I_ J I- - :,• / ASSOCIATED WITH VARIATIONS IN THE UTILITY - J L - CBMH-' 25 ; i i i L _ �- - '� / \ \ / '� AS ELEVATIONS. ALL UTILITY w ... .. :.. 55 '#sss `� `� _ :• N vQ, / CONNECTIONS SHALL BE VERIFIED IN THE FIELD. I I L------J �-- �J 1-- : / J LJ I ." I L J -1 SS �� SS o -CBMH 3. THE CITY, OR AGENTS OF THE CITY, ARE ..::::.:::. a� SS 1 NOT RESPONSIBLE FOR ERRORS AND OMISSIONS ::...:...:....., ,.,..n a 3 S E'-S W MH r� Co - _ PR(�P� _� ,� IR- � \ 20 I I � - / ON THE SUBMITTED PLANS. THE OWNER AND 25 0 `�S �I ENGINEER OF RECORD ARE FULLY RESPONSIBLE 25 I 10 1 ! `O SS I N. (-948.06 I H SS - SS v+ y FOR CHANGES OR MODIFICATIONS REQUIRED L25+36.6J-- W I W - W W - \ \ 9 I I 1 �r DURING CONSTRUCTION TO MEET THE CITYS IJ -8" GV_ _ --8" PVC 1-90o wM-'/ I HYD. & 1 8 \ \ J -CBM�I STANDARDS. /\ \ I 4. ALL WATERMAIN AND SANITARY SEWER I F ; HYD-&- SAN MHO r 1 i i I s" GV-... 1 \ \ / I I ' TESTING SHALL BE CONDUCTED IN i0' MIN `I' rSAN MH f`6" GV-R/M=962,j1 1 j I I 1 \ \ I 1 / ACCORDANCE WITH THE CITY STANDARDS AND I 11 I E: T=963.5Q - INV /N (VaJ-50.46 1 I I I 7 �1 \ \ / �, I 1 SPECIFICATIONS. COPIES OF ALL TEST RESULTS I INV OUT (©-��1.90 INV OUT ) 950.36 j j \ \ \ / "' I ;; 25 � - - - - - - J •••+1?" PVC C-90) I I 1 6 I I � 1 1 \ � I I / SHALL BE SUBMITTED TO THE CITY (PUBLIC I � I V 2 3 4 5 I I I I 1\ /� I 1/ WORKS DIRECTOR, CITY ENGINEER), THE OWNER, I AND THE ENGINEER OF RECORD. F - y I -TEMP• HYD• 1 I I II I 1 D I _ _ _ - - H 1 1 5. WATERMAIN SHALL HAVE A MINIMUM COVER �.. & 6" GV I j I " I OF 7.5. I I I SAJ MH12 0 1 60 ij 1 1 1 1 1 I I _ J L_--- 1 6. TRACER WIRE INSTALLATION SHALL BE IN I I 1 RiA.:=s66C» - - - .� - - jl 4----1 I I J L _ _ _ J L----J - I- - ACCORDANCE WITH THE LATEST EDITION OF L_ L INV OUT (N)=949.01�1N, �' L 1- - - - THE MN RURAL WATER ASSOCIATION I (- n n n " G: FURTHER STANDARDS. DETAILS. STANDARDS FOR I x `J 7. THE CITY WILL REQUIRE TELEVISING FOR 1 1 I SANITARY AND STORM SEWER PIPE 1 I 88+3s.11 INSTALLATIONS PRIOR TO ACCEPTING A I WARRANTY FOR THE UTILITY SYSTEM; PROVIDE I I REPORT AND VIDEO FILES TO THE CITY FOR I REVIEW. REV. NO. DATE BY DESCRIPTION 1 4-11-25 T.J.B. REVISE POND /12, OUTLOT C & BLOCK 4 2 4-23-25 T.J.B. REVISE LOT 12, BLOCK 7 DRAINAGE & UTILITY EASEMENTS DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT C. S. 0. T. J.B. WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER CHECKED / UNDER THE„ LAWS OF TF� OF MINNESOTA. �_ j � (il C.S 0. Coro M. Schwohn tto DATE: 4-23-25 LICENSE # 40433 www.ottoassociates.com 9 West Division Street Buffalo, MN 55313 (763)682-4727 SSOCIATES Fax (763)682-3522 Engineers & Land Surveyors, Inc. MEADOWBROOK JPB LAND, LLC MONTICELLO, MN FINAL P U D UTILITY PROJECT NO: PLAN (SOUTH) 24-0314 SHEET NO. 10 OF 18 SHEETS DATE: 3-28-25 GRADING NOTE GARAGE SIDE G GARAGE ELEV = G=929.0 TOP OF FOUNDATION ELEV —► I F= 929. 3 LOW LEVEL ELEV LL=921,3 w ST THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE \ I I I LOW OPENING ELEV LO=921,3 7 zo SHOWN IN AN APPROXIMATE WAY ONLY, THE CONTRACTOR �s 3� SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING C° ��` h HOUSE TYPE an- WO 4 I I I Existing MH UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE 7 `' x920.8 X OUTSIDE GRADE ELEV � \•.•-Rim=957.88 I FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT r-< �� I \ -Existing CB / to /nv=951.71 BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND L w� /• Rim=956.92x 1 PRESERVE ANY AND ALL UNDERGROUND UTILITIES. Surmountable _ r - / cs�r I o _8" DlP Curb &Gutter M .1. Existing MH _j `-DIP WM \. WM / \ Conc.1 _Rim- ��9� 0 /: -Bchmork: j n TN-H. FF=959.03-••• Existing �. I % E/evotion=962.32 Feet �15" RCP I cfl o c9s �/ I 4 r� 5� ,/ House \..._,,.: m .../ j _lnv=955.1( (N.A. V.D. 1988) °� co ��,�^ / l/ <s� / `9is `r l 958.67 ,:..'.: / l a' /...-Fence - 955.7t' A b �n 7� / < s o S 6 D / 6' � 958.81 p� " SS SS' v '' V V l L . V l OyF t �� �. 12 PVC `�, 7 %� \ j< �62 9 5 9 >. �• " X — -::. :.:: X \ 61 • 60• i' 9 958- 1 I RCP 3 Con Slde alk—..._..._... ::::, .51 —...� 9 X a L/OUT - FULL BASEMENT LOOKOUT WO - FULL BASEMENT WAL KOU T SEL 0 - SPLIT ENTRY L OOKOU T SEWO - SPLIT ENTRY WALKOUT SOG - SLAB ON GRADE 0 60 120 Feet SCALE: 1 "=60' 50 2X 9sj ti 5�,0 xis ing cfl San. h'_ 3::s> ^ , 0 cn �; 0 I 5� �... -16" DIP MW \ �O X (S X 9 cr �9 � :.:::: Lilacs X �_� l-) leI7 hF a ::s :. • y / : \hed rn Rim=959.80--;� 60 ' `= 6 o a <:;;:` / S v :3sss> 953.78 \-lrtvl953.95 -Fence 9S G'=945.34 o^ ---Fen s ;. h _..._. - 9 HOME TYPE TABLE 6 �r chid x O h o g �� I uht unt - - - \ - - -u� - ..:::..:::.......... :. - - L WIDTH uht - - - uht - - -uht - - �� - r - - i vn S I I- I 5g rSE s ' ExistingMH p ::::;:;s.:.:;:.:;;;::::::.::.::.::.::.::.::.::.:...:.::.::.:::::.:.::.::::.::::.::...:..::::: s UTLOT E Rim= 956.26 �� 9-5cn� Oh' I 9 6 i � \ _ _ � � ��.��`�95 . ' o * I I F I I\ O � � GRADE 42 52 62 rOWNHOME r0 TAL r. Q D 0 \ F zs i I I �`r 96 1 g �3 £ i- — TYPE LOTS LOTS LOTS Inv=945.58 0 '7L` 950 952------- - \ --- „ r-- N 9 0 - SF 958 I I g58 8 I I 9 I I 5 3 I 1 \I --- •962- - _ 7�r -- 3 �• .52 h _ _ 5� \ - - = 950 SOG 5 0 0 73 79 \ 0 c??` "mac °' 01 \ 0 2 EO •954_ X 953.3s- L a - T I -1 11/ '� I 5 1 I I 2— 1 yF , ;:?. - b54 2-x - -� \ / / \ \ 3 X 957 4 �/ G= 964, 0 I 96� I , 1 O "� "� 1 960 SEL 0 0 14 34 D 48 \ 4.0 I I G5 94.0 I I I I G= 964.5 ,IT" �c \ "� "i o "i /I I. 6 I F= 964, 3 TF= 964, 3 O co co ca X 958.5E 9 3 TF= 964.8 I SEWO 0 0 20 0 20 88 952 l ° / / 5� G% 4• rn rn rn 96 .8 I �, I 9 I N-•••�..- U� � \ ,� / / /g \ \ �g6 3 I LL=956.3 ���=956.3 I"I � G=9630 � °j u u rr � Q �, / o\ , TF ,956' 3 LO-959.3 LO=959.3 LL=956.8 I I TF=963.3 I ?> o c� O h O� 1 I 1 962' 11962 i o L L/OUT 0 13 9 0 22 c� \� \ `k�l rn �o / i (p \ �� 959' L OUT I I L/OUT I I LO=959.8 \ I LL=960.2 w o 946 / ti� h\ Lo' T / I I I I L/our I \_ I I \ i`; h < �� _ J O pU G G G L 0= 963.3 j� To 1 G= 962.2 • ao: rn - yF . \ I I i = 963.0 Con } o� i d WO 0 0 11 0 11 v - •• ) \ `F N+�-9r 8 \ �� -I _ J I G SELO I I I\ 3 I I TF=962.5 �D Pad TOTAL 6 27 74 73 180 O — 11 1 L L= 959.4 �; -----� L------� I G f 962 1 LL=960.2 Existing X _ = 3. 950, ``/F' \ �/ 964 —� f_ I �i 964 \ I L 0= 963.3 I 1 L 0= 962, 5 II 11House 952 \ l �� b C� - L \ .�yl N ` I SELO SELO 1 �- -Co c. ' :-.::: 0 cn 0 C9 yF Q I::.: o ;: 2 W. Inv.=9 5.76 55 .os l 3 `.:; 0 /nv.=943.01 \` ` II \ \ y9 d �b ro co. - 962 �\ G I I G --- .._Rit. rriveway y. W \ N l gh q �h h 1 2 O \_ i 4 g Su oun table 0,41 = O/y •;::::. I V rr ri 95 95F �� - 96> g ^� _ -FF= 61.71 F v-p +00 .. h � ��t I 0 `9sr� � � � � � 59 / 00 - � t964 1 " w 9 I ),� � I- - - - -g�9" �b �� � �... ...�Cu &Gutter N, ox 9?fop I - -_ _ 962 �_.i. \ °yF San. MH / NI I n4h.33 x \\ I �� 956 / 9 - .. PARK111 O - X &Dcs.b"D J�tx, I 95$ 957.99 ;. :. 954 -\ im=956.52 Ql� ;::: � � Li X - � , � / v9 o. \� I h o y 9 _ :.... oyF ..: - - 111 _,� \�95+0 6j0 - h ,Bt. R d g58-69W S W �rn 111 9 21 11 0 � O VC. 0 X 947. 9 9S c ��� 964 r - to 94+00 _ _ I \ \ - W , W - g \ \ �: I s �� OUTLO A tiF ) / 9s 9 -1 — . l- - 96 DRIVE �- -- -- - � ,' ;9s .< 5s.o7 S� ° 1 �1FI I oyF \ 9a�8� \ \ 8 c c -I ? D� - .. - 956.4 6O // ,..y Y \ 6, 963, rF_ 8 0 -- --- 9 c, 6 9 - 9 / '7 4 - s � 6 - � an MH v 9 .5 4 9 \ s �._. J C_ 3. 2 8 \ 5 t 3 - yF / � 9 I- \ 9565 t-95g / TF,9 r- - - - - - - - - - _ ...�: ...-Rim=959.33 \ l �— 962 `y0,yS65 5,0--9561 tt,g556 / / 1 61.3 \ 6`°° 1\ lnv=946.83 oS• :-:::: I 1 _ t0,g5 / l I Q I `9 Bit. Driveway <' 49 9 oyF 50� �F'/�'�� 960. y I II 1 2/ l4 S.s G G 6 0 oo / G= 962, 0 1 9 I l s \ \ Conc. / Existing CB 3 i I \ \� • I�� — /�� x g696 .23 / / ` �g - NF \ \. 6, / 9 / TF=962.3 G=962.5 G 963.1 ` o '\ �� J . y. O l 6 ` U h_ 9 ♦ S� \ '-"& l LL=954.3 I TF=962.8 G-- 964.0 I-FF=961.22 Rim=955.01- h _ y 95 \\ may/ " F � O�-I Sr MID ACCESS s / / I I LL=954,8 \ tF �956.0 •-----FF=961.22 LEGEND In v= 950.81 s: s �� 1 : ::.' °��\ `_ /` \ ph 0� \ _2s , xQl / �s / / L 0= 957, 3 0 i . \ I : :• '0 _ \ �� `�2v \ 9 oih h0 c ' �' l / /OUT 1 LO=957.8 \ L L.O, g. rn I _ g Contour _ ,g5 �� FF=96 ,54 988 denotes Existing 960 �960 oyF���,R s -� L/OUT „�u�C 4 O denotes Existing Spot Devotion i 96 g60. O O�71e \ 96N hF l / \ 958_ 9� \`fls I I 9 98 \ 988 denotes Proposed Contour �, cn ::::•_. Oh,F 0 �i�O \ h\ J / S8 s s�3 \ \ s 9S ^ _to' WIDE tiF �h _T-� N �i ` y I 1 8 I :< .Fence 988.5 X denotes Proposed Spot Elevation Conc. Walk a,� \\ ^ '....;;;. BIT, TRAIL 0 // / �J-LW-6 �s \ �� \ \\ 0 / �r O / O V J I \\ \\ 4 ~p 9 I, o \ / / y 3 \ i denotes Proposed Drainage Exis tin MH a. cr F o r FF=980.4o denotes Finished Floor Devotion Rim=961.56-... I j \ pyF+�w s ,r \ \ \ / 0 / x / / pi rooco'` 0 956 x I 3' lnv=955.11:6?\�a,N �\ y' U. ::: I 96 96 \ \ STORTT�POI-� \ 1 I denotes Telephone Pedestal 4 2 \ I ♦O \ BOTTOA4,B42.a��`' \ I m \ r \ � denotes Sign •• �► 0 F � � 9 o -4 denotes Guy Wire lVIM� =946.5 y 967. 630' � / \ ♦ HWL=950.1 g \ \ \ ie/d •. `� 9Sd' `` 1 \ \ � . \ \ � denotes Power Pole r7 '- ^ r _ D 0+00 W --- s - Sr? I _ _ - _ _ - L - - - 0 denotes Light Pole � w \ 'f `S6 �y 9S S 9sr� I \ h �h 11= --J ---.954 1 --- cV Bit. Road S = l 1+00 9' •sjr\ O - . - - - - ' denotes Water Valve w 9 / k 0 �g59 /,� / 9S0 9 �� \� ` I h �: f Oo / = I ` =1 I I I I I• ,— I I� 1 I=1 11=1 I=... II I I=1 I I—III=1 I V-�1 San. MH / y� W -I SE 1 5 I \ S V, 0 °�• e 31 I �111-III I I 5 952 - _ �/ �o � denotes Hydrant I �\ 96 6h o / \ oy - I / / 950 `. 8�� 1 � X 957.11 .1nv=936.30 1• WM I ,;;; �.::;;�,;.::....,. , �g y1 0 \ F - ¢ �_ , 0 - r - / �- r\ ® denotes Out/et Control Structure �6 i ��X / G �i v9 60 = 6S �— h'F - - / �K, 940 - - -- - _� 0� Existing _-946.7- - - s denotes Sonitor Manhole / \ o 4 ! 5 .8�5 / - . - -g45.1 Building L / y Curb & Gu t te. 0� / �o�>:: T 1^ 1, / :: �?� V �. 0 p�0 0 I I / D� 62 ^� ,1 s##s gh g6 \/ yF = `/ /o� �\ a ��� �j / / rL - •9464 \�-�Ss \\ - 9Sc�s�Vf denotes Storm Manhole 9 / 1-�T: > 1 r :: - .1 \ 96 6h h / \ \ \ _ I I-- / / / R 94 \ I I I I Conc. Walk o I.r: III �til i .;:::: 8 p 0 1 h 9 -I - / - F \ I s ul denotes Catch Basin Fiber Optic Box-... o Si \ G��4 09 96°' \ S8' I-11 \� �� / _ = i0 TER POND \ 9 F� - -SZ,52 9Ssr \ I 6'9 Existing CB "' \o' ' > ST '\ \ 66,0 \�'0, 5 _ /\ MW? gA2 p _ ` 4? \ `y� @ denotes Catch Basin - Round g o '�i v 1 6(3, \� 11- II - - I 5' II / BOTtOM p5 - - -g X \ \� III X denotes Deciduous Tree Inv=99.20 i<> I # I tp 6h'6o0 \/ /\ �\ _ _ oy - _ y o° / / 946• 9 46 9s\\ --i� 0 Inv=955.68 Z 't`' v� �°� 96 "g• o \ / - = F - _ F , ...' x �O NWL� g51. / 0 0 �' I X \ G G , h \• O II 1� �h / NWL= / 948 \ yF s r�tN I I x denotes Coniferous Tree �. 6 t.85 u i9 6 / O oz '� O ] b� oo \ 64,3�). pig 4 p '`wr 0� / v 95C�3S 0 F" �-95 �952`950 \ \ denotes Soil Boring 961� > 7i� 3+0 ♦♦♦ \� j / \ r'Qgi / - \ Tp>h� / / 0p,�`/ /� w - denotes Water Line I I I L s 2 96 g• g \. 95s� \ r `: _ GAS - denotes Gas Line ♦ a �9h 6� / \ �O 9S8 - oNF .:; ( o oy _ \ I N' ., C )� :: ♦ 9 h I N �' -...' -10' WIDE POND ACCES SS denotes Sanitary Sewer Line n) ro 1 ♦ \ G F n �. � _ p \ � � \� Fence -�o O ;v } cp �o� oh. \/ 64, g v\' 0% OJT 3 I O `� o "�'h I \ \ 'S/ / 0 o, , \ X 9 9. / I 0 F rn I \ y .� I� O v 60� \/ 56• oi(Oo,`0h�`^. srs> / �h �� oyF ST denotes Storm Sewer Line 96h��• ii �i oh,� �jq \ o g�,h OHE - denotes Overhead Electric Line i /NL T TlfiN @ASIN #2 hF . 9 \ono,�� o /��.:. x 0 y °O o;=, I ITTOM- 45.1 \� X X — denotes Fence Line I \/ 3 V v N \ F =95vo \ /r >` I_ �'� �o \ O // / 9S F 'lO oyF \moo III \ 9 q i9so \' I OtiF I - - - - - - - denotes Drainage and Utility 0� 4 .9 , 61'0�` 1 / \ 8 \ h 0 / h I I �'8� \i u9 I Easement ,9 g �. / � 9 I � / ys, �y - � '`/.� \ � o, v` tiF ' 8o I °j \ ,996 60 / / 0 p I \ o - — -denotes Building Setback Line 111 I 1 F �.. \ 1+ 5, 7 v�p' J� 7 \ / ry ti "� _ / �\ I yF S - 9 962.20 6 i , N a 964 s48 x 1 v 0 1 0 96 o,��� h°` r\. Oy 0 960.12 I oyF 1954 v�9�.. Fran f 25 rn I I I --966 - 6 X �6, — \' 9661• p / \ `� V V�i i, ,� �h� y6 I h� I IOUTLgT C I \III - o -tiF- Side = 6 (20 ROW) \�` �, q J 9 \ \ I I \ I EOF 9s2 / Rear = 25' .olto I I^ I o �— J 2 �' 0 6 0 �, ,9 o /0o��0 1/ III Oy oyF I I' I I I 1951.0 \ c I \. 0 �J I f 950.60 \ / / n o �, �0 g6 0 / �� o I/ o I I I I 0 5 \ ^'� /' / h, s.s F I cV \ -1 yF ST denotes Proposed Storm Sewer w �• cn �619hh/ (�`\' c\ 9 9• ��`�� �. \ v Oy 961.64 I I I h J \ III denotes Proposed Catch Basin " \I �. F I I I o oy I °_�. "\ �� 9 o F g5 h F I O' j o, / \ SF denotes Pre -construction Silt w 2 ^ 10 66, O �,�• J� v °j -I \ X 943.20 � b cP 0 0 Fence oz rn �o O TC 4 \. ° IUj 4 96 ° /\° 9 �� N �'�96, V V / �6 9 \ %� U&* : -II \ 0&4 I 1 I o U v� ,� O� p 6, l �. . h h �. / A/t !•� \ 0 rL V) I p 0 0 G 3 T 5 h ). o�O �o`Oh� \ y yF \ r I �� \ I / < o Ci ir°�'��oJ� 6./p / I I c S LL,<s>># 968 x - / 9 I / 9S8 I - = s4 / 4 5 11 6 11 r,\ _\ ��� I - �y N I L-� I /-I ... . .I / I x 9' 29 )6 o 966. , 2 Xoo 1 0� 000h�iory l / �� I 9 51 1 1 s:: 0, / sss#s: I 968 d L to co V q a\ri °' 62• 1 G�-g �r 95 g5>7• 962.49 I _ Q1 d 5 0i o V �.� `v�ppry pJ `/ TPy�Cl�/0 1 W I of 2 to 0`♦, �`v� 4/ "�' 1 / - �O tt =g61,1 G= 968.8 G= 967, / \ -I X �5 .10 UN- 0 O Oi t O_ TF= 969.1 G= 966.8 / rn \ n -,� TI1 �/ 961,1 TF=960. TF_ G=966, 0 �0 66 O � � 8 I WO O LL=961,1 LL=96 , p 4) -967,1 TF=966,3 O 3 4 3 TLO 966 964 G I �' �=961,1 1pL0=9 0,0 „� LO=959.1 LL=958.3 C� 56 \ \ ` F\ 5 -Inv=946 ;t I _ / I WO WO ��LO=958,3 / 6s 8 \/ --VA T�; KLWF M = �I 6 0° ^o , 976 °° <: lii G G Wo 9�9 r X' SEE SHEET 12 I .... I ' 1 I — - - 5 z� �> >,3 �5c of Sr x 9s8 — — I �j 64 �9s�,� °y a I 1 54+0 X66 _ 55+00- -56+00 E \ �� - 966 - _ / / / 0 7 Q I ::. ::::::: r �� III T = T = �BA}'FI ELD - - - - - (LANE 5 00.16 :` �l :.:...:::...... ems\ 10" n- ---- --�--- -- I /ti �I\ / 1 tru Play REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT www.ottoassociates.com MEADOWBROOK FINAL P U D GRADING PLAN PROJECT NO: 1 4-11-25 T J.B. REVISE POND #2, OUTLOT C & BLOCK 4 C. S. 0. T. J.B. WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER 9 West Division Street 24-0314 2 4-23-25 C.S.O. OUTLOT A & LOTS 1 & 2, BLOCK 1 UNDER TH LAWS OF T STATE OF MINNESOTA. B ff l MN55313 (NORTH) CHECKED TT1W U a o, J P B LAND, L LC G�A (763)682-4727 Fax: (763)682-3522 M O N T I C E L L O M N c.s.o. coo M. Schwohn tto SSOCIATES DA TE' SHEET NO. 11 OF 18 SHEETS 3-28-25 DATE: 4-23-25 LICENSE # 40433 Engineers &Land Surveyors, Inc. , / O `� io c%': rn i,, O _ \ ,� - - �o /. 1 i. i G= 966.8 / \ X 95�3.110 yF \ II v O III \ LO_9611 TF=961.9. 1 TF=968.0 TF_ G=966.0 / - c� v� II d I WO o LL =961.1 LL =960.0 S =967,1 TF=966.3 O \ I G* 96 3 , 4) 1 LO=961,1 LL=959.1 \ \ \ 3 TLO g66 964 G WO 0LO=960,0 c L0=959.1 LL=958.3 �'� 56. �' 4 / I ' WO 1 8 / _ �o Inv=946 c� c� I I O ^� ° ;�:�. � O I � WO LO=958,3 / \ I j..- /69 SEE SHEET ' . ::I i :': # `r o ^o' = 1 II 976 O II �I G G G }c� WO / It`��9ss _ ^ 0 G- if 5.1*.Z11R Mgt F st 968 - - - � � / o s� 3 Ln QH MATCHLINE>: I--------. --- E° 941.7� :: 1 754+0 r� X+n6.87 55+00- -56+00 - - - / 6 N co I :•::>?: BA �F I EL D I } U 5 00.16 "•.;::. - Play j 9�6\ tl ttt - - _ - - - - - - - LADE _III t 6 s 100------------ ------ _ --- -- / / 11 tructure9S 944 V - 9TH STREET IV �` \ °- I I ^ O '9 \/ / -4� Fence -Fence - �- LLI I I � .x 7 00.^O.O, op 1 f 00 :::::: ;;•> of '� 1 OO�t9 _42" RCP �v w ...: 9 \O rn 8.3 _ I�oz :.:. ►fT- i 1 S I U��;•.11z�fD I , I = 2 3 4 1 2 3 w �68'�I 8 ��:. �� . < �w Existing MH 0 60 120 cfl h . G=9;U.9 _ , O L _ v� I G 1- _ _ - 1g I 69', fj \ -� cs' �cA ...-Rim=954.26 Feet 963.79 �`: l I I I _ 6 .9. 9 a TF= 571.2 (10' G- 970. o, _ P pf1 - _ 66 t r - n I - r ' I lnv=946.82 X v�•C i TF=970, r I- _I_ I G=--�\ o \ �co'` �� I _7 , VVV I -7 I::: I soc suG I I TF_96g? I c -�_ , 3 0 SCALE: 1 =60 � Q II 96g 5 G_ - G G ` I , / 7 ,,� 1 o .I 8 7 6 5 o h w .. �I 6. , c� , g66 I g68 7 I G ^ h I 1 -+ G 6 �G 5 4 91 ' 9 96 4 I rF=969, 0 G _96a. o G o I f I o h rn LEGEND Ir / 0 N co k % 9. _ I TF_ g = t c° s':<: s: "� co _ ^ tl , 2 I • O or SEL O 5 LL - 965 g 68 3 TF_967, 3 1 G 965.7 O \ :: N v I /� .:;. c� t/ It �/ // I 1 Ec� r denotes Existing Contour r r �63 4f LL = 965.2 I TF= 966, 0 0) N g �c0� I °' �I ^ ^ o� 1 J 69 9 J I I O O � �o _ I I I LO_g6g0 LL-964,2 I I ���a> > 1/ -42" CP 4g.00 denotes Existing Sot Elevation r. - °' !B I ( '` .r v v, s I SEL0 L0�96B.3 1 LO=964.2 I LL=962.9 I II p q P / c. ::'`•: I II O 9170 L �� - -I- J? EL4< y SEWO I L0=962.9 di I Cj = -� -' 1 �I>## = I I y I ^ SEW I 1 / 988 denotes Proposed Contour 58+0 -- -- - __----_-_ s O J q I I I >'ssssss I O � Q A� 59+00 - 60+00 - -- - - III -- - - _ - I 968 B3-1 95 - 988.5 X n Pr Devotion n .:: - �� I/�/A� - - 1-9 - - - denotes Proposed Spot E evot o WAY ASP =__ ---61 io0 0 �� I 63�I 96 -'. III -- J P P A_ SH 14D I c� oT o - I I I \I- ,- �- I �, 97p / nt o+ ^ o ^" 0.5 I 8 I I I 6 0 0 1 1< 960.16 i denotes Proposed Drainage R/ ao O^o^ 9 I I X 61. I 17 9 0 . I" O rr)NN I 1+82. - ^ o, 0 1 - 96 J o 1 l FF=980.40 denotes Finished Floor Elevation �o O 12 1/ O rn °' I I I I I I X t� 2C 6 I a-� h T+ Do 9h I V) 9s5.22 �; I Q' I o I I rn °�' o Existing CB T❑ denotes Telephone Pedestal �< 1 1 2 3 4 , I I I �,toL,to �hlJV1 I X 9 �Z I I i 962 0� I I I \ -Rim 9 �2.20 � den o f es Sign `1 1 2 3 4 cn • _ - 7 I 1 " I o o ^ o _ -4 denotes Guy Wire 11 G= 9 S9.8 9 -� 9v 0 I I e M/ TF=y71,3 TF-1170, I 6 r o �� - 1 0'` °' °j °' I-r !P � denotes Power Pole - SOG 1 Do ^ ^ a6g61.2 I I I ° 96 o to I o 0 - / $ _ uG o o^^ `'c ,-� denotes Light Pole 8 O ^ "o co �- ' - - - h I . 1 / 7 ^ 6 1GV 6 5 8 6 I 5 rn I o,o,00 _ _ _ 9 960 h.:' h ► oe�h °� `� n l o, co _ denotes Water Valve SB r .� o „ II u 3 J L _� ,.r. . � ;: bi to rn rn o, O � ti � � is II �OW L-- 1 __ -,_ _ _ I T « f t T 966. 1 a o I __ - _ I n n 3 w �69 1 0 - - - - II I 1 denotes Hydrant y \ O Fl`�u,/ , j I of 1 L I I 'I Do - - -r - � r - - - -' - - I oo /I- "1. _1 I I ® denotes Outlet Control Structure oWd I' I '✓ 62+00 63 -- J I- - ' 01,N-N13 I '' -+ L x \ 1 s denotes Sanitar Monhole Q I _10' WIDE ^ n t t t 9 I �°j I- - I I 7 oT e e - O y ro W I ` I If Bir. - g3+00 64+00 - -- - _ _ - - _ = t t co`O' j `� I c� I I I I I 1 1 rn to g� rn °� ,I o I I N ^ �. OD denotes Storm Monhole ^ 966.81 " . � � O + 70• l) ( I + - 65 100 - a 1 co o � N N 5 I 1 0 � „ II I o p ^ h o W ► I ..-3s RCP III denofes Cotch Basin u � itj DO c��� _ co I �e�� �6g. -964 I 9 I I I' - k0 v���V) o I I corno,rno I' o� 3 O - ------ - - ---------In 1 o II ��. 96 g5 �_�_---i �'n II n3 5T I 954.69 I denotes Catch Basin - Round ,� �.----�; I I 6' I Imo,- I ��oW �, X I A� 5 + 99. I, ��"' �. 7 I 8 9 _ _ 0 c� � -J � cn � � � / I 01Z � � v, I I I I 6ya - I 964.2 1 r _ L_ 5 - -� I Fence 0 denotes Deciduous Tree p + _7 - L J I I I 9 G=965.0 !: TF=9_64.5 I �� rn o �� I y= denotes Coniferous Tree O I� [� O G=971.0 F- ; , 968 = b. 966.0 TF= ! LL= 4 I _ \ Existing CB Vv IF"-971.3 G-96 .5� 1 - - - 965.3 961. ^ ^ w 12 , I I TF 969.8 96 G 3 LL= Lo= 4'S coo rn o, �/ 9 denotes Soil Boring I - - 966. 962.2 96 II co h O O Rim=952.54 / I ( h oT rn o O o I co ^ o ^' Inv= 947. 96 v - 1 2 S� 3 1 2 Sc� I. + �, F= 0=965.3 SELO p n II o� ^^ h rn ,` I....... = 4 "r N I O � � � I = LL=963.2 L 0 �i � � � o W ► � co h � '� w DT - W denotes Water Line Do I N ,� ao 6 p I G 966.7 I L0= 966.3 SEL G cn O _ O rn rn o� Sg 953 �. ao co co 6a 1 TF= 967.0 _ I n n u � , g5 9g -21 " RCP / GAS denotes Gas Line :# o E�0 5 I m'o `O SELO § 4/ h I �o o X 6.9 �> 9 ♦ 50, G1:LC I 1 °' O1 n I I LL=963.9 96 - - O O �J6/ RCP SS denotes Sanitary Sewer Line �, << 1 0 41 L 0= 967, 0 G s - 960 - J \ ! I ` 968 , I V J J cn I SOLO y69. , L¢� -964 - -� �Dc 6' Ary Existing C8 ST denotes Storm Sewer Line OUTLOT D .� - - - - - J 6� J' _ ��• I �n� 9h /h -Rim=954.87 n Overhead Electric in OI ,� �$ 1c 6.3 G - - - - -- of OHE 9 _ r j denotes Ove eod E ect c Line :I i6 - _ ^^.. '.. 0 Inv 950.92 V / f 1 ter, g64 966� I -------- -- lU .. -- 5 X N' 9 1 St F ➢ ►� T 1 1. ~: -, __ % San. MH X denotes Fence Line ( O I I I o 968 / ) 6+ 37# 58. 7�,--------.. „ / U <r ~+ T 3 - _Q- 9 j -...-Rim=95 .74 - s� s -+- , 38+ X \ T - - - - oo .. �w "_,' L rn I - � 6 - - - - - I/ o i 6 3g" 55. Inv=943.66 9 Sr sr ttt 9 621 r - I 64- I I 966' SLL �� NE �- -I- � �_ � 11 i\/ i - - denotes Drainage and Utility c ^ _ 9 F - - - - c-� - co 7 6j"9 3. IIM 958, I �� of Bi . g \ / _ Eosement Q) a ^ / 1 -Q 968--1 9 �- 966 ys 964- ^ ro 5+ I III 40X 9 �� Conc. Idewalk o E l r �. o` 1_ 5 r 964 I „ ,T "Y I I °j °T °j O a< 96 �' �pl CJ� ' �£ " o �" 956 /`/ / `� lSurm un table -denotes Building Setback Line g6 gb 5• 5• 0 I o „ O 4, ) of n 8., Curb &Gutter Front - 25 , 9 g6 g6 , g6 _ I cn / �i 964 _ 962 / L L� G= 91�. 5 J ^ I G= 965.5 1 I G= 965.3 i ,� - 9 - ' ( , L , G=969.7 I I ` -r . :// San. MH Side = 6 20 ROW O y I TF= 9 70.8 C-TF= 970. 0 G= 968.E = 967.5 G= 966.7 G= 965.7 TF= 965.8 - - _ = 77 TF= I TF-965.5 'I I ;;ram / / px0 64.8 `�I 9( r� ^ ® I 5 1 D / Rim=958.64 Rear 25 w \ o LL 96 . aBtL = 966.9 968.9 CIF= 967.8 TF= 967.0 I F= 966. D a LL = 962.7 1 1 _ , I 966 3 �er' G I �r � d is zo _?� < , I �, .....: I 1 LO=970.8 1 P LO=970.0 LL=955.8 allLL=964,7 LL=963.9 „ 1 LL=962.9 - 1 1 LL _962.4 1 ', I,I i 966 G 1 , �� 6 o Ri =9�: 9 63 I �, a III I I SELO SELO LO=968.9 LO=967.8 = 7 _ LO-965.8 LO=965.5 1 I / i 5,5 rn j T O � I O 94 .92 95ST denotes Proposed Storm Sewer I 1SELO LO 96 .0 LO-966.0 I' I SELO 1 SEEO1 I X Gg6 42.2 u II . �, '�, 1 _ - G G2 sELO SELO SELO 1 I 9G 0 \ \` TF=oh\oN� � c g5� 1 959 ttt denotes Proposed Catch Basin -I _ I- G G 4 G 5 1 G 6 G 7�, p,.l 1 8 64. i �961' 3 \ LL=g62 I . �� ; 2- `01 cn I' SF denotes Pre -construction Silt ►�-L._..., .. I 1 6 C' I V G 61 =965 7 1 i., 9 y- I•J co \ \ O) - I r �-1 4.2 r LQ „ rn IJ h=959 Fence Existing MH 0 L - - - 970-� 0 / G \ tF 6 L_ T _ I - 9 _...�� o L - - 968 L - - 966 L - - - J L - - - - J = �� \ -g q.2 \ SEWQ I r - ,I RC - L . D fi. --r�7--- Rim-969.15 .";.} 9'I 964-� - _ o I L ...... . . . . . . . ._+ 1 yQ \ \ �Q-`,g6 \ 96 ? �9 �(0 ^ - / 959.24v T ^v� denotes Proposed Retoining Wall l - - -. .... 9 I (3 c 5 }, I 8 DIP 6 of ti P 7 - _ _ _ _ - l 6 A • �I 7 - '� Exist MH -,-rT , - - - _ _ _ - _ _ - �c co h co + o 9 I :.... wM `I_ - - = = = G _ _ _ _ _ _ _ - -_.. ^' TF 96 � - 2 % % C`:, O I� T' 1 91 I _ �...� ` v r7 _ Bit. Road. o D W 27+00 28+00 '^ a 3 +p0 G \ ����96 \ \ p gP2• oli U �I I, V N �`'141 95 1m955,40_Existing MH T �15"SRTCP/ D ampsled. II - ` I I - I _ -00 - 30+00 31 00 .. RIm=958.40 6? 4g \ '� \ �0 ViQ \ 4 \ \ 0 0 O'� �' O ��. - I o1 oT 12 I I In v= 948.73 �6 4s ooJ o o= _ _ SB 7TH ST. NE 62 �b \ .961'3 6 5� 4? \ \ \ \ �9 ,� 1 - - X 959.17 �j III i 'L- � .�= ; 9 . / 6 Q• � 5 \ 1 � Curb &.. • �g� �� -;: � - _ _ -� I e- _ - _ _ _ _ �` 6 38 \ \ :f 966 \� I Gutter •.�$ :•1 • . 6g� ;O� a,'• �gs}�?6' � .g6 / 9 � �,96 � \ � 9 6p,5 \ 3 \ \ � g � gJ`,- � - - 6 ., � - - - - L J © •'-36" RCP l Conc. Walk 6g? g 6 >I I,::; --970� 68 I ' /� I.Q �0 \ 8 \ �i� a �i O r --� - ,- - _ \ g g6• I- r- �968�� I 1► �966-- ------ _ 1 \ SE \ a, �;� 8 �, N �, �� t Fiber;:;« �o I' - . - . e co�� \ 64.0 \ \� 0 2' `�rnrnrn I opt Box I1 to X 965.4 r EOF co Lf i 2 II V 4 co h 958.68 p o G �p6.34 X G I I G G 1, 964 ��I � �; 0 1 �o \ �\ O1 O W rt I 15" RCP-'.... 96 1 \ 6. r In I X I » X 9b I I 1 �, r 1 II II II I 6 JL L I � I 1 I I � , .�, o � '� ii 1 O c� c� � J � 62 Existing CB l �1 - ' I o o In ►� o o I I o ,� � a II II to I 1 9 _ _ _ _ - I c�j cn 1 1 Rim= 967, 41 (s>#s$ - I I �•� "� 1 o p 1 of ao °p ^ �o `O 6>. 8 , O o �o �o o, 7 - - - f r \ f �`+ ' I > Y~n �, ^ s^^ i 3i I L�ocOrn I I orno, 1 .00mrn # r,°1,EovUo+v' I 1 F h 4 , 3 - 06"'= 1 I ^ I o, rn 01', I o, rn oT o, , n a u c: o _ �0 ^� �96 I �'� 63- I -- - ,1 co aO1 n t u II o 1 II "o 1 II "o 1 "�O° " O �� - wlvc„I c� �'I r 1�2 1 1 1g681 _`9 I ry orno 9 I /. \ :: I II�Oc 1 1 �� 1 '��� 1 ��� I I c��JU. I :��� r-1 s2.7�' \ I I h� I '`} 1.0 - / -964 4.t I G=963.5 �1 rn rn I I -c,- , ,� - - y S 4�• 1 G= 964.0 1 TF= 963.8 I p U U u I N O rt. O I hF c %- GARAGE SIDE G / I l� r I I I I I 1 1 -II "' o" '' II �' 96 TF= 964.3 _ c", o W �o rn 9 .I.- i I 10' 9 1 8 4. ; , O 10 co `° rn 1 G=965.0 TF 964.6 1 LL=961.2 1 LO=963.8 I ( V i J / o" otOi 0) of 1/ GARAGE ELEV G=929.0 L/OUT -FULL BASEMENT LOOKOUT i55 ij I i g6 6� I 1 61 6 1 �' �6 a rn oT V+ 8 1 /� / II II 11 / n yJ7'0' TOP OF FOUNDATION £L£V�-TF=929.3 WO - FULL BASEMENT WALKOUT o �„ ry cn 1 I I TF= 965.3 LL = 961, 5 v O �. I I `9 ! 9 1�j6-� J+ 1 G= 965.5 1 L 0= 964, 3 SEL O \ 962 O II �1 I I I I I 964 1 o O O TF=965.8 LL=962.2 LO=964,6 SELO 1 �r / 0 W O� 5� LL=921,3 � v Existing CB I _ o _ I I I I c , 9 �..._ " 9 LOW L£V£L ELEV a SELO -SPLIT ENTRY LOOKOUT ;, 9 1 LL=962.7 F Rim=955.07 SEWO - SPLIT ENTRY WALKOUT 61 1 3 1 1 15 1 6 - 9�4 I 1 I LO=965.8 1 1 LO=965 3 SELO 1- _ Q F,O LOW OPENING ELEV ► LO=921.3 9 . Cr I I 968 SEL0 954, , ' I G - (0 Inv=951.05 SOG -SLAB ON GRADE I \, I �ld Line.• ^` D1-- L--� -- L-- --� I�''���, �;;I �I 1 SE 1 1 13 G (_ 9 �X �i OUST TYPE 962 I, II II G G T B % r 96J - I o to 10 to oT 964 - - - 6 N I 5 964 1 5 oT oT �/X 96y�. 5. J �� \ \ / 9`S8� OUTSIDE GRADE ELEV >_ x920 8 :.;;.: _ _ rn 9 00 ao 964 -7 - D0 nor • ,_ :: �R�A S•E p 2 h �- x 22+00 966,9(9 G �I r II II II (p 1 cp 1 / rI - \ `�.� /'� /N , /X 965.05ststs X I I O co co corn O - , a- N �j 958.56, a 966 a �,, rn O1 25 .63 _ p / #y/�fD�.��D 23+00 �] _ - '� \ \ 9 h 1 12' DR 14 W. ss' OR 36' (PACE TO FACE) VARR ^ I I \ 966.72 X 6� (•,•1 _o . 9 . �F/ _ - - i �•62 - G \ 960 I YDDIFIED DESIGN D V+ I I Existing_: �- ^ _ - r \ 63,0 / • I cups t cYnEa vri HouseO _ r - -1 1 G Gz:; * 3 \ \ z oo,E 1 r zDm . oca ., X X I 1 , y'� c� - 964_ _ -964 - I G I G=963'4 1 TF' g60'22 \ I ¢� v►y iiiii h-FF=965.95 ? O II ,, I- - \ice - - r �� ( - 3 7 lye 0. D` h ^ f4' d' If II II to I G I I TF= 96 \ %P I _ o_ o e o, 1 _ - G=964.0 I I 0' h I_ X 958.41 A/ 4 To\DL, v1o, O' of X 966.86 �O -I - i 960. L 0 O1 I CONCRETE wax. AND YJLCH OR SCD m �co � = r- i / n_ T I /i A / vil rn % co I G I LL= C rJ� V� %1 �-� O v {' o 1I G G G G=964.2 I Q=960. 5 \ / CA OR BI"" CLASS 3'BASE A° z 1 1/z •TYPE IJ00 BaIMgYS WEAR hG :OIRSE � 11 I TF=9138 E \ I i L_ l l L/ I V o, Nw o •� � 1 LL-961.2 L 1 \ W I -TALX CJ]AT YNDOT 7357 ,55 33 G= 966.5 _ _ G= 964.7 L 0= 96 .2 I I w I TF=964.5 I 1 I SEWQ 6' �... G- 965, 7 G- 965.3 TF= 966, 8 TF= 966.0 TF=965.6 TCO= = 961, 9 1 L 0= 964, 5 I I SEWO I 0 7 11 8 956 0133 I / - 965.0 LL - 961, 4 \ �� \ I zxD arULRNDIrs hON-WEARING COJRSE " 1 LL = 963.7 LL = 962.9 LL = 962.5 awls T ORAVL_ (MODRILD) 965.0 7 I /:-Fence _F- O 1 SEL o L O=966.0 LO=965.6 SEL O 1 / I I 60 9s/):X 957.28B �ApwarY srAR cY AND awvAGT SUBGA. LO=966.8SOLO I �6 958 1 \^ , QSELECT SWIFIAR BORROW CT- RB BEL ND cuR61 i 11 rn rn co I o SELO SEL o 0 6 1 1 1 0 - 9TYPICAL O11 +o �, 1 1 - I 6k 5 %� _ J - - - i958 J .� \ U erw RESIDENTIAL byldeveopeesermined I I /%.- _ - - 1 v 0 1 1 610 1 6�h -I 5, - Fil,' Ih�°- �� 95C 960 r �� Geotech and n 1 g. w N w O I Lg 1' q L- 962 �' -c�960 I- II -, � -, 6 � _ l_' -_ - � -- � - 962. \ r� v h� --- _ --J I _ .. - .. - approved a _ _ , (D i ROLLS OF SOO TO BE PLACED BEM -ND CURB AND SEIEMMLa/tRAL engineer I- J /� J - � °p �� i964 - A � - ;� �; - � - � \ - D THE USE AN 7 THICKNESS DF SELECT GRANULAR (Geotech recommends I j - n A A - ` I X ARDETERMNOW S ED BASED THE ON CrY EE►GNEER XISTING SCL CONDITIONS �..._... i '\ using onsite soils) 60 _F�-Fence \ N 3� STpEE MOM TO BE JETERY NE' BY I E CRY FTN:INEF R. >«O FO \ B' PERFORATED PVC A PE M1h FABRIC. INS -ALL rn CP L J �I` 964, 'V'J WHERE OR AS DIRECTED BYYNihEEINc NEE ER. �"A°"Ar 88+39.11 \ X I I 1 GRADING NOTE 966 I 964.80 X X 965.20 io X X l Typical Street THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN 52 X S �, 6� �` yP APPROXIMATE WAY ONLY, THE CONTRACTOR SHALL DETERMINE THE g65'g ' ' ,�� ; 1J' c9 Sbadard Plate Library EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. 966.38 X �C �, �' `p Residential (Minor) HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES �3 6 - City of Monticello Date: 0 WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. -� ! REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION www.ottoassociates.com MEADOWBROOK FINAL PU D GRADING PLAN PROJECTNO: 1 4-11-25 T J.B. REVISE POND #2, OUTLOT C & BLOCK 4 C. S.O. T, J.B. AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER 9 West Division Street 24-0314 2 4-23-25 TJ.B. REVISE LOT 12, BLOCK 7 DRAINAGE &UTILITY EASEMENTS CHECKED UNDER TH SLAWS OF T,�� OF MINNESOTA. A TTO Buffalo, MN55313 (763)682-4727 JPB LAND LLC (SOUTH) C. S. 0. Coro M. Schwohn Otto 4-23-25 SSOC Fax: (763)682-3522 M O N T I C E L LO, M N SHEET NO. 12 OF 18 SHEETS DATE: 1 2-9-24 DATE: LICENSE # 40433 Engineers &Land Surveyors, Inc. ILI = D ST S \ _ 3 / Existing MH i Rim=957.88 \ \ Existing CB Inv=951.71 I /r •\ L =� / Rim=956.92I Surmountable w 12" _8" DIP Curb &Gutter --DIP WM \. WM � I \ Conc.1 � ,' FF= 959.03- Existing c9�s �✓ I 4 i� 5� 1- i9 ,/ House �... y``; m W^ oo aiW W .. - rn /^ r'a cs 36 \ c c I N A 12 PVC %� \ 0 9 960. I' I l/ V l L - l / l 0 F t -� SS SS' / .� �. / rn `" X X S6 \ 6� 5... q6 _ » �9I X 9 g5 3 -g �v, �9 „ S 21 " RCP Cone} Side alk- O cn >.' 0 50 5� �... 16 DIP WM \ S� 0 X ~ X 1.0 Existing %� I , N_ 3 ' y q� i h 4,1San. h'_ tststs o -.. - 956 -.. _ � 9S rn / /� Riw 945 3 953.78 Fence -Fence-.; lrrnl953.95 Fence-':� \ ,� 9 6 ht a o uh 0 9 Unt �t - - 9 / \ - - /� - si - - ti - V t N � unt UI1 - s - - - 1 S ., s I I 5 f. L r •o ExistingMH "f2 0 22 5 \ 58• I \ o I 9 BIOROLL INLET 9 ����� � F Rim=956.26 -cn� y :� g,§�F622zip Inv=945.58 D 13,y� i` PROTECTION g50 0 952 e - - - - - - - - - \ \ F 2LF yr S I I ie br i 960 93= � 52- > S i 9 58 h�� I I g58 I I 9'' OiyF ` rn / O I !� Oyu ? Eo4.2 -x - 954 X 953.39- / \ - g - T I 9�5 7 4 --1 _ . 3 X G=9 4.0 G=964.0 - I . g , <.>' 9 4 ----------- -= r=_ ---- \ a.0 I I I I I`'I� G=964.5 ��fl„ ---------�-- --__�- _ -_--- a� 5� 6 �3 TF=964.3 TF=964,3 N $ _ __ . _ _=-=T--_ = ai= _ - -_ \ c 9 G 9 3 _ \� TF= 964.8 Q 01W? _-_- - _-- _----_ _ =__- _-_ -_ _ _ - _- / / \ \ TF�gg56. I I LL=956.3 _ -�56.3 I I LL=956.8 I G=963.0 - ___ _ -_ �__ _- _ __ __ _ -�_ _ _ _- =a,-- - L�' g5g•3 I I L0=959.3 -j'-I L0=959.3 I I LO=959.8 \I TF=963.3 I o --_- _--- -- ---_ - i=-- _- - h \ �o �T I I I I I I L/our . LL ::..;;. - - - -_- - -- -- - - - -- - ti _ LOUT G� DUT I LO=963.3 I -+ -G I G \ \9 �, __ _____ ______ _ _�---= z=- --_ - ---- -- - - - - - _= 1 - - - - - � � - - - - j _ '� °' _ F = _ _ ' - - = � = j =� - _' - _ _ -- -- - - - -- -- --- -- \ 964 - j I y'. oy - -_ _ = -^-� - - -_ -- - = '-- - --- -- --- --- - -a �, o 962 �/ 1 \ F < gcoa- _ • i 3, CL. O O``) h B 9.36 X 95ZJ 33 JL-i I pyF = yF #/r= R�RAP - _ __ - _ �� V �C �, ppsi 95 .1 58 - +00 - I sr6k00 92+° I \, L. 95 1 ARK - o ON' San MH \ \_ / I _ I 94L.,3j X 95 \� Rl P Existing MH �"'-Rim=959.50 Benchmork_ L / Inv= 954.76 j T. N. H. Elevation=962.32 Feet .--15" RCP I (N.A.V.D. 198V 7"'-lnv=955. l0 / ,y /. � Fence --X 955.7f' / 56. 0�0 X 958.81 p� .51 Xg X �I- - 958- _ X11It , _ Lilacs /_ \ X ,r� A L) l,r') �J\ _ - -�/ vnL v un t / �:... F.................. :...::::. :.:::.:: .::::. :.: ;:; ::..:.;:::::;::;;:;:.:::.: ..::...::::.:........::::..;;:......:::::::::::.::::.::...�..... rZi._J i SF UTLOT E ^L --_ =962- I _ _ o N 1960- I �I� X 958.58 rnrnrn0 96: 8 I \\ o J O c c i g62 0 W r 1 I I I • II I I, L \ I I I G= 962.2 Conc. I I 3 TF= 962.5 LL=959.4 � .--'-Pad 962 �!; � LL=960.2 Existing 964 I LO=963.3 I I LO=962.5 II �_..I'House 0 60 120 Feet SCALE: 1 "= 60' I SELO 2 I I SELO 3 I -Co C. \ I G G I -Bit. Driveway Cb . �Su oun table , - i ?Cu & Gutter 16b \ 964 1 - _ 9 k=962 a2- \ Nc 161 F, i g i - ;,,-957.99 rm-956.52 Q it. i� :;:; h O 9 / 60.21 N N o Oh , g D� _ -� �' c- :� tts; I = rn h F ;`�:,.. 'r +O ^ ( III = --� sT� 96+00 8" PV�f 1 J ,i \ i vi � i Wal-LIU: SS2 yF _ _ l B ss X 947. 9 _ - +00 / 96 - - Nr' i �_ �S4t00 \ 95+ , - I "p >• `� Bit. Read Wg58- W W _- 0 `I _ r 1 _ _ ► \ \ , co W,. XN .� 95 _ OUTL A 'yF G DRIVE -� - 9S8s - - 8.07- - �6 0� gA $ __G, .... Ya _\ ,6. - . . ��.4 - rn �"�� 0 � '_ - -- -- _ - - - - -_= - - _� � � ��2 -963 -.t..:.. 'LO 5 F °" rc 0�956 / 964 / 9 (9 S<<, C[ • 1 3.3\ an MH A - - _ _ - _ _ - - _ _ - - -- _ - 956 g l TF, Rim=959.33 �A s,� /. 58 - -- - - _ - - -_ - -- - - - _ - _ _ -_ z o, gs 5 4 o, 6 ��g636 / - 962 WO 6 5 956 g l 00 O .� - \ Inv=946.83 c > - \ \� oh i - - - - - -_ - _ _ _ -_ _ 1 2 WO6 l l G G 60 `9rno ` Bi t. Driveway LEGEND < I ' F 50 / / i _ -_ _ - - _ _ - _ - _ - - 00 ... G= 962.0 I \ 9 I s Conc. y II I _ \ 958 \�9 l g62 -_ _ __ '� - - -- y / ,c l TF=962_ G=962.5 G g63� rn : SF denotes Pre -construction Silt / Existing CB I , _ ` _ _ _ _ _ _ _ Rim =955.01-..: �� } . y. O �95986 �l /O� 96..23 9 _ _�. _ - - F ,� 6' 0 `9ss / / / '� LL=954.3 I I TF=962. jS \ G ,96`�'0 I \,-FF=961.22 Fence / F _ _ = st h LL= 4.$ F 0 W �...-FF= 1 r:;:>= 1 _ ' - \ 2 - _ _ - - IQ' W/D A�CCESSg sl l 9�s / / LO-9573 I I L0=957.8 \ T�L'9569 h 96 '22 denotes Post -construction Silt �9 - _L. 111 _ �' C S -_ - gbh' l L 95 0 \ ice► �, ••- FF= 96 .54 / l / ��T �L/our \ \ �o' LjT I . )( \ Fence I'= y - �` - -- so -Exist g House r denotes In -street inlet 960 F - _ -/�� 962=� --_ -_ - �l �/0 / I s 18?' \ :':'<': g61.4 g6� b 1 - 0� � 958 96t9. \ -_ _ i Q�h'F / / 9 I I 9 \ 9 \ Q� % i � 01 g " ,:. = 10' wIDC` F yF = _ - \� _ _ ss s Protection I I \ \ S8 I : < :. Fence Conc. Walk -I. �, Ell 1. TRA/L10 v�, 4 Existing MH \' p 6, 1 �__ \ yF -_ _ -_ - _ ___�_ _ _ �O sc' rnyF / • O /�o '� O .i I \ \ c I / �. F _ ^�o• -fi-956 \ O N �� \4. 9 6 _ - -_ JCL. /// �� S TO POI _ _ - _ _ O //�� / moo,h g Inv=955.11 ti to ;.:;;;;.;r - 64 2 _ _ _ PRAP O _ _ /i q 5� \ 956.12 • � O •' A �' � \ BOTTONP�942. �C/ c'S6 g55' 1 I \ t i Ti4 �i \ - -- - -- _ Rf = 946.5 \ -_ -_ _ -__ F �. O O \ I \ \ I h 9617. e� 63.0' �e�' -- - - --- -� - '... 6 �\ _ _ - - _ _- _ - 9 H W Q. 1 gso \ \�, \ - ___ - ie/d \ ��C 9S8 `'\ 1 I _ \ \_ _ . _ . _ 1 1 _ _ S I'4 i n I r- D 0+00 \W - - \63 / 96F \ - __- _ -_ - - - _ - - g \ �9 °yF l �� \ -- _ --- -_ - - - Q`'6 °° / _ _ _ ` I X 9fi 5 I S Bit. Road:/Sa S = / �I loo a1 S6 �y -=- __ _-_-__ - o�yF?S� 9�9� I \ ---- --_- �hh _ _ ---- _ - - - - - -954 - _ - - - - W / '�� o - o 59.5 "- � --- - _ �9Q�h� ; 0 - - - --- ---- ----tr=-rirl�ii- San. MH W -I co \, s / �1 - __ ___ - _ -- - SS '' - \� CL. ,�lO�� xo / _ - - - ___ _ - __ _ _ I ' ' I 13N _I I =1 I I _ =il Rim=961.83-/ 66 ,�`'I \ s� �g6 Oh 10 0 / \ OyF - -_ __ _ _ -� _/PR^c - -- / 1� - - _- - _ --_ - '-__ - _ _ - - -_ - ^ X 957.11 \ - ----- - s9----------__------------------- -- .lnv=�.30 661./ WM I f \2X Tc / G�,,,9h60. `\ --__ -- ---_- - �_ oyF r� ..t;��+� I - -____ / �\�' _ --_- ___ a-== - -__ -_---------- ------- Oh :.Existing 9�0 0 0 \\ \ - - -- II 1•• �) o �.� -_--_� / _ ! !' Q i = - 5 / ,--�, -- �7 --g45.1,9 - - ___--_ 9 Building L / Curb & Gutter 0 / Conc. Walk-''s:#u8. `��'. \ ig g60�h g / \ 9 \ . _ -= - - -� / _ - _- __ F \ \ 1 = __ _= III s / O 7 0 o0O I - sr \ G o o�h60 \ S' - - ---- - i9� _ '-- - �J 9 = _ PUND - 9S 6 Fiber Optic Box- ~ o % L - ST ..._:. \ �� w 8 y WATER g42 SL52\ sr\ \ - 4( 95z Existing CB r>>' \o o > _ \ 66.0 �'\,0 1 gp5 M ;942.0-_ Rim=959.20 '; rer� �. I o ' I = / g• 0 \/ /\ p __ _ __ _ _ __ _ __ _ = I I = _ - / BOT ;g46 9A5 ------_- - _ 946' \ X9s\ \� -_ -- I I 0X 955.68 I::-_ _- - INSTAL & L' ,:s> _ s \ G G ,,9 g ,�. \: tx WL' __ _ ____________ _ \ oy s ,{- w I K"=- 16 .85 x 0 / - N / - - 8 F `��t x MAIN TAIN ROCK--... o �! `«s 3. r oo \ 64.3 �\� p%o'6 A po y'`,�r I I = - - p� - _ __ ge J _ - _ _ _ _=_-_ - -_ _ _ - _ __- _-- ___ _ _- ` \ °� _ _= I I TRUCTION_ .a O 1X �F g6t� li 95s -_ _ _ - - O _ -_ -_= I I I CONS I - � - _ -- EN TRANCE > \ u 3+ -+�. \ T'Q9i / - - = - F �`\ �`/ _ _ _- _=-_ - _ =_ - _ _ __ \oyF + \ G �g6 h�- Gj / \ ( 9 = 0 - / \ O�� _ _ _ _ -= 0y `956\ h O . ♦ F r 9 61bo '� - -Fence �i>' ✓� �o co p > \/ 64.9 V 0 J 3 - -- h7 -F - - \ -10' WIDE PAID ACCES >» I' O ..::.: 10' WlD i 0 \ 0 h 9 t, 6.8 Off' / _ -_ __ _ - p I I _�_- - ` 1 6 I - `� oh F _-__ \ --=_II p 51 h �(, r l BIT. T All Oki ,�/o'oi�h1 F=-__-_-_-__ - ___ _ _ _ y I f -- h �,5 = 3 Cy # - _ - F 9 X ti of I N TTOM T1Ci1V 1 ASIN 2 0 - h _ _- - � Dr _ CL. III / g _ I =95Y.6 1� � II: _�' _ 55 r -i, /� a�X �0 OJ \ 96 \/ \ O // / `9S F _ _ _ _ _ __ - _-RIPRAP OhF \ I I :_ -- �x 9 9 `9s -- I °yF \ I 63. 0 \`96' , 9 601 \ O Oy 0OyF 962.20 I I I ^ �' ; _ \ 1 + 65 7 V� r t / 'y �� \ F\\\ N I 964 64 8 1 VO OJ 1 961 /� / / oi`O�cO�h �' oy ° 960.12 _ -_ __ _- =- = I oyF - -_ - 954 V4J ... \� :.. TL O T C ► I i I _ . ,„ wI I 966 r = .� x \6'6 i9 96 g. 0 / ✓ OAF �/ /i J g5 - _ --_L- SB -._--�H�- ti - - i, t_ s, �+ O G (� i 9h / �\ �.�' O O I I \ _ - _ - I 950.60 - E �. o I �.,� >::>::>:: I - �- - 2 �' \ �F �6 �� / 6`l/ ., �� 1 . / I oy °yF = _ - I - _ 1951. o \, \ 6� o 1 I i�' a c� �, 6° �0 0 96 O / -- - - ° --_-- I py � C I I I = 6 04 0 \ C\ \. g / cO �' ^^ /' `l99 I __-_ \ F \ = y \Uj c. \ v 9619h h / cad' ,' '� 9 9.�� O��co• O. ` V Oy 961.64 w o ':.:.:. / __ ' ^ ^ O� (Q 66. 0 \)' 0� J� v�' �C 9 -- - -- _ -- -- o' �X 943. 20 F o , = rn �9 / �, �sp 1 1=1 - h'F - _ - -- - - - F CL. 111 _ �, 1 F Z. I a I w rn .i g6 o O 6 s I 6 9 %� UT � -I IRIPRAPI ovy _ X 942.06 � � �0 6' G /� � h� � / � �A/ 1..•� � -I 0 - - � k - -= O � � � � 0,* \ / Kp f ILL �9 \ i �� \ I// O Ci �ii �� i�' J� / I 9�57 A 9II �\ 2 / ''J ��644 dI _G I ' I► ' I �Cy� . I FI h\ 8 OyF 7 I �$ _I EXISTING BASIN x�60q600 6 9966.L-651 Uy cc 96 o = g5go6• ,- 9 g5 I 962.4 .2 rRP . X95F.10 5_ COG.-G=966.0LU LL -G= 01*9._ `1611 .G=967 96 TF=967.1WO OLL=91.1 O 966 LL=960 LL=9591 966.3 .3�4 L WO A �` 0= 96�0. 0 L 0= 959.1 LL =958.3 56. I I >>>i o f 9 I ,. + '! O I/I O, G WO /iss / 1 F MA TCHL INE _... 6 ` = I 76 ; :: r' G } WO 0 96S ° / I = �, o I 5, 968 _ 15 '9s� SEE SHEET 14 _ - / l Its :". _ c� cn o - -/ _ _ / �gS� EOF %T A7? 966 64. / ca I 754+0 �' X66.87 55+00_ -56+00 III �► 60 U �I P/.I d III . q i'FI E► I LANE 5 00.16\ \ j 10f n _ / tructure... / "-lnv=94 0 9 1.-7� �► denotes Green Area inlet Protection denotes Cat. 25 Erosion ---_-_-_- Control Blonket REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT www.ottoassociates.com MEADOWBROOK PROJECTNO: I.. 1 4-11-25 TB. REVISE POND #2, OUTLOT C & BLOCK 4 C.S.O. T•J.B. WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION FINAL PUD EROSION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER 9 West Division Street 24-0314 2 4-23-25 C.S.O. OUTLOT A &LOTS 1 & 2, BLOCK 1 CHECKED UNDER TH \LAWS OF TF� OF MINNESOTA. TTO Buffalo, MN55313 JPB LAND LLC CONTROL PLAN (NORTH) / A Fax: (763)682-3522 M O N T I C E L L O M N DA TE' (763)682-4727 c.s.o. coo M. Schwohn �rra ssoc►arEs SHEET NO. 13 OF 18 SHEETS 3-28-25 DATE: 4-23-25 LICENSE # 40433 Engineers &Land Surveyors, Inc. 10 _ i - ,� - - o i• 1 - TF_ G= 966.8 / \ \ p °1 I D �\ iu co 1 c%\ °' q' C5 �; 'r v / L 0= 961 1 - 969.1 TF=96 0 TF= 967,1 "I G= 966.0 O \ . H£ \ h I wl L-1 io rn j + 11 O I \ I WO O LL = 961.1 LL = 96 .0 - ^� TF= 966.3 II}-- n �j c� u+ B 9 I LO=961.1 OL0=96f0.0 oc� LO=959.1 LL=958.3 G`��( g68 �/ S l 7.•-Inv=9, £ 1 3 c� cn4 3 TL�7 i0 `` `+ M 96( 6 4 ` G I GWO '� WO I WO p�D 958.3 / / �` g�9sso / i ^ £ 1 <: `! I t': + '' O ITS - �\ 00 . ` G G �� S / - . X• j - I �\ o 976.G- pH X,�1.7� � I - 1 --- SEE SHEET 13. �" ^ ^ . - . I . �. - . - . - goo - s4. . . - . - . o I' o I o 55:hJ11R j III 6 S� EOF 0 % 'r �.�.,- 966 - / / / Q' Play i tructure \ 944 MA TCHLINE _- 54+D X66.87 55+00- - ' .:x.. -- - - --- / 1. _ 5 00.16 6� 10f 00 - of ;;: - rJ lu _ BA�'FIELD I LANE I \ , ;r . s9 -+ _ _ 9TH ST%?EET N \� / o Fence- . \'-Fence I^ :>sssl o T. , :_- Q / ( III _ :...... 8 / I I I �: ;� O o, O 1+00 \. tt _42" RCP \cOO O U O 1 1 00 �9 9 �( �. o �� �� rn 8.3 I I �3Fz i o D Existin MH <) . I U �i 9 j\� 968 ' ` ,,7... = fi o :><I 2q/ / g. _ -:,. :-.;-� , �., �� \ ca -Rim=954.26 wI :- 1 2 3 4 1 2 3 6� U �r O Inv=946.82 I '__ G=9.D.9 �j G=970. r� - _1 _ I G=9 G - _ ' I o II I rn I Iat I I �% _ TF_ \ cfl O Q TF-5:71.2 TF-970.,E 692 I r 963.79 X l I -=1 `J I soc soc I ► -- I 5 c_ G I -'' Q� 1 LC c 969, I 968, 7 I G \ \ O to h O h p?I 96 I 966, 4 TF= g G= 968.0 G= 967, 0 I \ f co a - >: 1 ,� �+ /� X 96 .I O n OG 1 C O_ 69. 0 - d ' � $ 7 6 5 V G �'T I n 9 96g 5 I L L- 96 I TF= 968.3 I' TF= 967, 3 I G= 965.7 \\ f \ 1 cv N `n c I -42" f�CP G 2 8 o, o� o c I SELO LO_ 5.0 LL=965.2 LL=964.2 I TF_966.0 � N 1 a`Oi a, a� "z I / \� N ao I I, p 63, 481 I 96 I N rn u uh h r� vo9 9 I O li v o 4, SEC O 9. 0 3 L 0= 964.2 I \ r II 4- I- :::::: o� U I L LL=962.9 I I I rn c� o '1�2 I u' C I Q rN. I / ., �69 I L 9 SEWO I L 0= 962.9 I I / °' 970 I L _9 � - =�� -I- -I al I 9 SEWO " \� _ 5 I o ;�I u o = Jul I I I ll� �I I 1 r = `'-: �96 �, 6� '` T 96 I x I 95 _ �,-9 - - _j - I : I2.6119�' - F- o 5s+o 59+00 _ _ �- 60+0 8 -� I I- -96�- . ! 11 - - I ..I O ��6. , 61+00 o �C1 I- - _ ASTIFOkD/ I _WAIF 1 I o�°'� 3 �05 I I I 8 �i.I1'� 17 �`, �+ I� 9� g60� ; I NN 1� I �1960.16 I \ I f o o r, to 9 X V I I L-. T+ i °j `b �h 44 I - - -� co o, rn 'n O F Existing CB �n 97Q l 1+82;1 1 rn °' O1 �' o I I I X 20 O -�-- �58 co'� `� 13 I 9 0 60 120 Feet SCALE: 1 "= 60' cep o 2�/ co n -Rim=952.30 LEGEND L�Jc� J J v� I I I I I - 9s2 rn -wJ III /..965.22 I l 0 1 I I I _ I "' `° I �� 5� /nv=947.7� denotes Pre -construction Silt I o � LX 9' � � - �, I -f� I I I . o � o � �_ ,, � � - - �.. j \ �t� ,� SF 2 - �,14 >I ,�, 1 - ; 1 3 4 1 2 3 4 - - - - - 966 I I I I ;; `,° o F ' 9�' F r� �`� - _ Fence . I I `�� Ell�r G=9,1.0 I G=9S9.8 <: 1 6g O I60 Il II JoW I c O O °� �I S/ r 970- T =�, I T o ^ �6�1.2 I I I - . �I I� g c� J J v, h0 ' Ica N / - - denotes In -street Inlet • ;;•;: F 1.3 TF : 70.1 6 I , - L - - - I °� • o ^ ^ ��h � mp \ I SOG \ OG X 96 7 0 0^ c o, J o Protection -:I ^ co co co I' _ J 96 - ^ 0 ... �ti r�'i rn Q �+ I 2 - =- (0 h I �o�h y 8 7 8 6 5 y 13 _J I--- - 1 �T 1' - I n���3/ r II I� I �6+ \\ SB 0 1 " o W- _c- - - �. �1 / \ o J / I I + denotes Green Area Inlet 1 1 1 `} ��•17 cn OJ J y62. _ - - -1 r o 9 0. o L . '� "I; • Protection i 69• T 966.1� r -+ ' �'- - - -� r - - - 1 - rn _-- Imo_ ( - S; x 1,. of 1T3 0 6� �, I- - - - -� L - ~ I 7 co i �, denotes Cat. 25 Erosion O 9 O 0 / 1 rn � I - a� - co I I� h - -_ _ _ nket I o CP I Bla 1 1 I - Control ':z l I 1 �� 36 R n t __ � � I �� 11 �I � 1- r `. ` � 1 I I6 n n J h o �n I Co Z 2 1 W/DE ^ N III ---- - - ---- I I �`0 co I c� N I / I 1 1 O a n� J o W I I co 0 ^ - 3+00 64+00 ---_ 65+00 a o "? �' i 0. I 1 ! Q o'' ' O I o °j , n 3 '� -,. co p I I 954.69 ^ �' _ X 966.81 ° : icy o I I ....::.; -. I Blr, II ,I o g7 �) ( I + -. O I � � 5 964 ,I 6 I n I r- 2 ` =;: Coi>z<3 % o cn o ,� _ 0. L -_ _ I I r I `° o ' �6 I I 1 9 6D� $ 1 �_-_� �`' - -� / I c� c� -i v`"i rn I `-Fence . -� III ° I 1 9 l_ L_ 5 L rn �O �� 1 5+9 II �:9�7 I 1 g$ 1 1 g64.2 I r \ r: y� - :� o h 3 rn I g Y: I �J I� J J U) L J I 1 1 96 =965.0 1 �64.5 I o l o rn o l y I \Existing CB o, cn I / + I - - 1 G 4 co n I - -- I - -Rm 952.54 % o W I ; 968---7 / TF=965.3 LL-yam" �, o �, ^ 12 0 �... O _' ` G=1971 961, - - -� - Grp. G=g66.0 =962.2 LO=964' I rn rn rn I ( I rn �' 1 - 0 G- 969.5 L .' (- i s -1 II �� _ 6.3 LL ( h rn o !';: 0 ^ o ^ ^ ��r]], Inv= 947.96 L , ;I. F- p=965. SELD n n o w l ... o' , II \9 OT o I `.;'.... 'T 967.1, i-� TF_ 971. 3 / IF 969.8 "' I - 996 3 2 3 O J �, cn I �t. , rn rn 88. A 6 -21 " RCP � r_ I O LO "t G=966.7 LL 3 S 0 c� W- I `` Ii -- -- 1 2s�, 3 4, 1 2s 3 4 N ' I ��� 6 a I ` - 70 - .5 36» RCP ro N 0 TF-96 1 L0=966. \ .� _ G _ I h �Ico C9 C9 �9Q X 6.9 9 -- 9 06 to I - ;:� /1 SELO 964 \ - r I / EO 5 T 1-5 w o, rn I L� c-960 - J IK Existing CB FxI rn O c I LL=9639 J 0 10 `D rn �, o �u LO=967.0 G s 7 -Rim=954.87 9 ♦ rn 50T 6,7 37 - I C9 1, J J cn I I SEL D 6s. L g - g �� I �,� 9 /�) /. ( / d 0 �- J, -�-... h Inv= 950.92 J 8 � - - h 96 1-- I$ c 6. 3 G 1' I l .. 9 on. MH 1 �� � �7 I� � I �` / S TLO TD O _ g67•49 .:;. O : r 9�� 964 966 I� r - -T - - -1- I �• V 36+ r + 371 co 958' 38+ 07O X - 0 1 /` / �.. _Rim-95 .74 -^ l MI ST 0 968 ST �� Sam 964 I I/ 6 �, - ��' NEr 6� I 58. X- +- _. _-.•�r9- - 955,1 Inv=943.66 L - 96 � - .Z -( •g6 Se II - t 5 I ) of Bit. �-��.. /. �:, �... - _ I p/ i ,`_ I - �r - 8 4 X _ \ -Conc. de walk ST S �� 96 - I f95-3.g0- � 7 I i 63.32 II 0 6, �� / �•" - I _-� c-� 0 , rti ai �i ro 6 , 35 -� • - g5 f j` Surm untable .�W.....I g-�8 F 964- I I co rn o`O, rn 961' L o rn , 00 :.. �. / ! Curb &Gutter :•::::. �0 9 0� -I I + I rn o EO'� o �:•:.;.: E I 964 I „ n u n / o � - -+ h 9 g / cn L `I I \� ro o W Oi 964 962 -_ - n / San. MH I- �� r- 9 x J g�.fa I-- 9a r6'5 I I g651 g65 1 I I C� J cn �` 5�• \ C /, - ,.. -Rim=958.64 �2 �< I' I i D G= 970.5 I G= 969.7 cd G= 965.5 I I G= 965.3 �k 964.8 � � � � � �,. o� ••• � �, \ I •,� 7 • � / 3 i L L m TF= 970.8 = G= 968.E �= 67, 5 G= 966.7 G= 965.7 TF= 965.8 TF= 965.5 I 966 3 6 I �c ni ni N i► O Ri 9�. / f 959. , aTF 970.0 , I I I I g66 G co co `� % 60- ' r:% I , 6 2.2 o��i o //'� p� o 94..92 1 o �� o LL=967.7 a'1L=g66.9 TF=968.9 AT =967.8 TF=967.0 �, TF=966,0 LL=962.7 LL=962, I , i 5 I II �l/ ..� N s w I� > - - - +'� I I - / c g65 V 9 p I II �, \ 5$ 959. = o, < I I LO=970.8 I L0=970.0 I LL-965.8 _1� L=964.7 LL-963.9 ; I LL-962.9 C0-965.8 LO-,� 5.5 I �/ X 1 G 65 8 U �, o �_ 1 \ I cow c 9 o o, I, SELO LO=968.9 'DLO=967.8 LO=967.0 LO=966.0 I ' I SELO \I SEGO I I i \ TF-9 �vs I :� I I SELD ��' I i G 0 \ 62.7 h�i Q •I 1 \ -sJ59� f I i 7-r7-+ W I G G SELO SELO SELO I SELD I I 7�OF�11 I V I I >C 9 14.8 964 �'�� G�96 U 3 LL- 965.7 L_ 1 I 2 G �� G 4 G G 6 , I G 96 G -1 I V C / G \ Jr-90' b, LO 0 I I I r n,-r- :sssss I ! 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I \ se r 9 q \ \ if' g 6A 5 \ - 60 �� -I ST D 126 00� 0' O=I ;- f 6 ��g .\ \ .9 h 5 \ Curb & �g1 0^ �,• 6.3 / it i 9 66.38 1, 6 ' _ ^con\ C� I .n 3 R,'_ -�_ '.:�$ E9>j ;� ,g 9h 96� _'t i \\ E410 \ \ �-! `� I Obi o I h'co cNp I a, Gutter � ��- :>:;: .:. Conc. 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(� I _ \ --- -� r " ^ I I cornrn I o�°O1 01 0, II n L I s n II o �Nw o - �'I 8 ( os� O '+ cr � } I^rn �1 u� I °'Ilo I I °'II uoI I u�ocl n�oc LPL-- ---� 62. �� 1�2 I I 96 I _ I k� �� I co I j F c ) l `' f7 I co rn Il ` II I o c II II o o n o C - _ '� 7 I' G= 964.0 I G- 963. I `? II it I °� \ cv O it �' ►� J Ir I I I I _9 -, 964 - �- a_ 6 / TF= 963. lu i I co � J I I _ �+- - _ 5-3 , 6q•S I I TF=964.3 / U WSTA L , J I I I I I 9 I I - c, '\ -:- 9 I LL=960. I I 1 MAINTAIN K I _ o II I L[=961.2 v ,. ! „ „ / v I' G=964,3 0101 rn/01 +; I I co I II n u I I I� _ = 4 6 L0=963.8 I / p t I CONSTRUCMON I '' I I --�� I- I I -- I O co co co cO Q I - G-965.0 TF 96 . ILO=964.3 I SELO I 962 / N o / O V O / 1 Existing CB _.j._..� :;:>.� 0. I 0 6$ 8 4.�3 a o, a, rn V I G 965.5 I I TF=965.3 LL=961.5 / / ` 95� \..._ - TRAkE ,� i' I 1 I I 9 I �• 1 I h - ti ca, • _ SELD I r \ , F Rim-955.07 EN 55 33 s>;>s>:<� I g6 6 I 16 hj� � " /� o I F= 965.8 L L = 962.2 L 0= 964.6 I G E.0 o J�...i� I I It9 JI 19 I I 964 I- 0� �„ ti w O J�X 91 I I LL=962.7 I I LO=965 3 SELD I'_ �\ O Inv=951.05 2 3 5 I 6 _ - - "964 I. LO=965.s I G _ I - _ J / I 1 I I I SELO X 964, i' ' 8 ��X 32 1 tr: I I X 9fi �r *_ SELO I G 962 , / 1.27 / 8 61. cb I 968 �- --___. _- t ��r�� -I j I 14 I 13 -, _- \ g 0 I eI'd Line - - L- - _ - ----- =- - - - - _ �'� I G r o II " L G 964 _ 00 5 i '� )' v au c� 964-� OAp 0 U ho, �• 1 X ::::.:. 4 r o L \ J R , � ...r • .... ED r O O S 00 2 \ 04 I N I 958.56 10 IF I\ 966,9(99�6 966 }_ o liol col % I +- +00 - -I&N 9 is" O oI ` r_ ep rn °) > ( ) ( I `�.��0 23 962 \ 96g / I 965.05 ' `<. I ` 96 \ �o - rn w v, O1 25 .63 9 .4+�0 \ I _ _ G 0 _ l- � \ I 966.72 X I � 6 �8 � �O , � . a1 c„ rn c^' c� �jl :. _ -__ _ _ \ \ 963' 3 f \ 12• . 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I I O I N a v "1 I X+ s.78 I 6n i I 6y`� r \I l y� � �`� _ '_�fi� K�-= - _ _ - =J F960 962: 2 L �J I �� o o I .so _... � � -� -1 f� �° _ J 962 -- - - _ - �r -- x - - X - \x, � \ L X - I / L. J - - J - - J s 00 - - ^ _ ram- 964 ^ ^ \ X is N 0 X _ -7 \ / n n 60 6 -Fence c9ar, rn °j ��� ' ` h rn O�� "I�; / X � � X I I jX 88+39.11 ay 964.80 X X 965.20 rnN Via, I 966.52 X g$ I ��� �, j cA N 966.38 X `� \ PROJECT NO: DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT www.ottoassociates.com MEADOW BROOK FINAL PU D EROSION 24_0314 REV. NO. DATE BY DESCRIPTION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION 1 4-11-25 T,J,B. REVISE POND /y2, OUTLOT C & BLOCK 4 C.S.O. T. J•B. AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER 9 West iiN553Steet LLC CONTROL PLAN (SOUTH) 2 4-23-25 T.✓.B. REVISE LOT 12, BLOCK 7 DRAINAGE & UTILITY EASEMENTS NECKED UNDER TH LAWS OFT STATE OF MINNESOTA. TTO Buffalo, MN 57 13 J P B LAND, - C �'/.�AO DATE: j� SSOCIATES Fax (763)682-3522 MONTICELLO, MN SHEET NO. 14 OF 18 SHEETS 3 28-25 C. S. I. Coro M. Schwohn �Dtto DATE: 4-23-25 LICENSE # 40433 Engineers & Land Surveyors, Inc. I � • I I I I I I �, �, i y L / ,-,: r. � � � -� • t~, � - 7 ri ,., : <' _' � � r � � L / I cv 80 -1131 =, 'r 60 — J� I b I n' — L i r L / OHE OHE :� 0 d���OHE OHE OHE OHE OHE OH OHE HE ,_OHE OHE OHE Feet fn1�uFF nuF _ OH p 100 200 r-r, A AYY K l ^rl A / i il�A'Ti , r- U ao [� Iv, II u, I 1 L �,vl v, v, v v c_, v v�_ , vc_ / �s / �oo o , � SCALE: 1 =100 NE S N AVENUE M N O w ED O wND E � r G — - - •OHE -611E OYC OHE -Of Ohs"` SHE 0 �r1E' E' .. s... y� E c oHE , — DENOTES STREET L/GHT (BY DEVELOPER) sus �' ryt 'rrr'°vr�' ' . �EOMONSON A UE a N o / I EDMONSON AVENUE NE / � 16 MAILBOXES }-., - NE �� ° 187TH STREET NE OUTLOT D 1 �89TH STREET{NE n� '' r� f DENOTES MA/[BOX CLUSTER (BY DEVELOPER) j �, o / �s �s �O n I 1 J3 I I "rs n' \ DENOTES R 1-1 STOP SIGN :9 8 7 4 3 2 1 ° o 2111 6 5 Ac �s I I �s o oN DENOTES PROPOSED HYDRANT W/ 6" GATE VALVE ` I � � s u i ZLij ♦ s o MEADO WBROOK DRIVE: o UT OT Ate, ,� I— 40\s 3 A. +��- 1-'I'�' 12 MAILBOXES DENOTES MAILBOX REGION I / 89 TH STREE T NEl s° 8 1 MEADOWSROOK �RIVEI �° J ..._. 1 � � � o n DENOTES STREET NAME SIGN 4 o - —7, � � J — 1 12 MAILBOXES C p 3— W �1 O <L Z E- C 2 o - 19 1 /77 J 4 q 4 q `RIVERSTON q VF t. s o so T 1. )3 6 - 15 MAILBOXES1 I / � 4 l "s �8 1� 1- ' ,� 9TH S T NE �zo 0 0 ❑ 7 Z -j - j 'O RSTQN VE.. W —7 2=- 51 2 q ovTLOT D 1-• _ o 3 q 4 Lf) co 12 MAILBOXESI 6 s 81 I J --15 4 yU ,rr r AVENUE _ — �C�iUNTRY AVENUE + 7 0 // INSTALL TEMP. _ �- WILLWSEND ROAD - - ASHFORD WAY ° BARRICADES . • _ .....t...,...ti.. � _ LOT IN TALL FUTURE i^t1V L_ o -T U STREET SIGN A - 16 MAILBOXES`'' ; �89� RAT L � I / v 16 MAILBOXES �! ° / 11 MAILBOXES �M 3 J � � •� � C" ;� 8 MAILBOXES I o „rs �b �'/ COUNTRY , COU TRY AVENUE ; 14 s TH srRT 7 5 3 2 1 ii •�j �j �s so Aso < , PROPOSED ROAD6 _ - - _-- ° ti — t- ,�s 4 2 4 s c 2 8 19 ` 3 2 1 ems° o 3 1 5 12 3 9 18 4 7 r W �� s° ° l: O L 8 w z �° 6 11 z i ��° ! r. a 4 10 w 6 ° 50Un 17 - �r s° At IL 10 ; 5� 16 5 f�` 7 '� ��° �� _... 9 MAILBOXES ! G v v , -4, , , ri v — 6 v� _v • 16 MAILBOXES I ` 15 MAILBOXES 7 116 MAILBOXES(-•. 77 00 Q - -- - 8 9 8 12 13 ' 14 15 ��° �' ' 10 7 7 6 s° A K K/YA: \ 87TH EET NE 9 89 TH -A t l,Ut Nt - �/ 8 ... _ .. .. _ rv...:.'..r•�.._c.:r....,,.. ., ,ra.,.�. .r..:w. :x.r.:g'ay---.__'J1;••' � 4? 8 4 `r �, L r- �1 10 s° '— , A 's--0 LOT ° s° 212 4 12 , 13 :: 16 15 14 � ••� 8 MAILBOXES 13 s° 2 1 ° 3 s -X s /Ic f - "1 f ` � o , �s o R'1 www.ottoassociates.com . DESIGNED DRAWN WAS RPREPA PREPAREDCERTIFY BY THAT OR THIS UNDER PLAN, MYSPECIFICATION, UPERVISION REPORT 9 West Division Street REV. NO. DATE BY DESCRIPTION C. S. O. T. J. B. AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER Buffalo, MN 55313 1 4-11-25 T.J.B. REVISE POND #2' OUTLOT C & BLOCK 4 UNDER TH LAWS OFT STATE OF MINNESOTA. (763)682-4727 4-23-25 C.S.O. OUTLOT A & LOTS 1 & 2, BLOCK 1; ADDED LIGHT ON 89TH CURVE CHECKED SSOCIATES Fax: (763)682-3522 2 � - chwohn tto urve ors, Inc- C. S. 0. Coro M. S 40433 Engineers & Land S y DATE: 4-23-25 LICENSE # _ PROJECT NO: FINAL PUD SIGNAGE, 24-0314 MEADOWBROOK LIGHTING, & MAILBOX PLAN JPB LAND, LLC DATE: SHEET NO. 15 OF 18 SHEETS 3-28-25 MONTICELLO, MN LANDSCAPE NOTES: • SOD TO BE A KENTUCKY BLUEGRASS SEED VARIETY. SEED NOTES: • CONTRACTOR TO HAVE ALL UTILITIES ON SITE VERIFIED AND MARKED of NO GUARANTEE ON SOD EXCEPT SOD THAT IS NOT ACCEPTABLE AT LU SPRING SEEDING TO BE BETWEEN MARCH 15TH -MAY 15TH. LU BEFORE STARTING WORK. TIME OF INSTALLATION. • REMOVE DEAD & •• CONTRACTOR IS LIABLE FOR ANY DAMAGE TO EXISTING UTILITIES ON •• STAKE SOD ON SLOPES 3:1 AND GREATER. FALL SEEDING TO BE BETWEEN AUGUST 15TH - OCTOBER 15TH. BROKEN BRANCHES of NO SUMMER SEEDING ALLOWED. W U SITE AND RESPONSIBLE FOR THE COSTS ASSOCIATED WITH EXPOSE ROOT FLARE, REPAIRING/REPLACING DAMAGE. • PROVIDE BLANKET ON ALL SEEDED AREAS THAT ARE SLOPED. MULCH SET AT FINISH GRADE APPLICATION FOR ALL OTHER SEEDED AREAS SHALL BE HYDROMULCH OR PROVIDE EROSION CONTROL BLANKET ON ALL SIDE SLOPES. II = 4 • CONTRACTOR IS LIABLE FOR ALL DAMAGE RELATED TO CONTRACTORS DISCED STRAW DEPENDING ON SEED TYPE. 4" DEPTH MULCH a•+ ACTIVITY ON SITE AND RESPONSIBLE FOR THE COSTS ASSOCIATED WITH Q REPAIRING/REPLACING DAMAGE. INSTALL BLACK VINYL EDGING AROUND ALL PLANTING BEDS AS SHOWN PROTECT MAIN LEADER, FINISH GRADE :' . W ON PLAN. REMOVE DEAD & \\//\\// ?';`'; } - \//\\//\\ CL QL OBTAIN ALL NECESSARY PERMITS FOR PLANTING IN ALL RIGHT-OF-WAY. BROKEN BRANCHES • O \�\\/ _ j\\ \\ U SCARIFY & SPREAD • MULCH TO BE FINELY SHREDDED, UNDYED, HARDWOOD ORGANIC MULCH ROOT MASS \\���'_'. C • COMPLETE WORK PER OWNERS CONSTRUCTION SCHEDULE AND INSTALLED TO 4" DEPTH. STAKE & GUY AS NEEDED COORDINATE WORK WITH OTHERS ON SITE. •• NO WEED FABRIC BARRIER BENEATH ORGANIC MULCHES. OVER -EXCAVATE 6" </�.:•.,, •;:`.r;:.::...:::.:' :::;3:::.;..<:, ;<�/ / Q •• TREES SHALL HAVE MULCH PULLED BACK 2" FROM BASE OF TRUNK. WRAP TREE, FALL /�,:;-.:• :;>.:;::.:/: _: j\\\ J Z INSTALLATION ONLY SU BG RAD E • PLANT MATERIAL SHALL COMPLY WITH THE AMERICAN ASSOCIATION OF •• NO EDGING AROUND TREES OUTSIDE OF SHRUB BEDS. NURLPL'AN MATERIALS TO BE WARRANTEN STANDARDS AND BE FREE OFIED ONE ( )ISEASE ANFMULL •• ALYEAR FROM ROCK MULCH SHALL BE 1-1/2" DIAMETER WASHED RIVER ROCK Z EXPOSE ROOT FLARE, SUBDIVISION TREE REQUIREMENTS '+ THE COMPLETION AND ACCEPTANCE BY OWNER, WITH ONE TIME INSTALLED TO 3 DEPTH WITH APPROVED WEED FABRIC BARRIER. SET AT FINISH GRADE Z v •• WATER AND MAINTAIN ALL PLANT MATERIALS UNTIL ACCEPTED BY • SWEEP AND MAINTAIN ALL PAVEMENT AREAS AFTER LANDSCAPE 88 UNITS TWO BOULEVARD TREES REQUIRED PRIOR TO HOME OCCUPANCY J 4" DEPTH MULCH, DO � OWNER. INSTALLATION IS COMPLETE AND ACCEPTED BY OWNER, DAILY CLEANING NOT PLACE WITHIN 2. W TO BE COMPLETED IF REQUIRED BY THE MUNICIPALITY. OF TRUNK 19 UNITS FOUR BOULEVARD TREES REQUIRED PRIOR TO HOME OCCUPANCY a ti • IF THERE IS A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOW FINISH GRADE ON THE PLAN COMPARED TO THE PLANT LEGEND, THE PLAN TAKES//\\/� :...y:.:,�//\\//\\//\\//\\/� ,`:; ,; :•: \\//\\//\\ PRECEDENCE. j%\jam Q \ \ \ \/\� TOWNHOME TREE REQUIREMENTS �� CUT & REMOVE ALL a<�>\�h, : ,'.:: •. :: \\/\\/ /\/\/ a ,. `.,.:..,.. z::�/\/ TWINE, BURLAP &WIRE /\/\/ ;•:.:, .,,",. \/\/ • ALL AREAS DISTURBED DURING CONSTRUCTION TO RECEIVE 6 OF // // /. r // // // // /. TOPSOIL AND SOD UNLESS OTHERWISE SPECIFIED ON PLANS. i\\�\\� - ,\�\\j BASKET, PLACE ON\\�\\� - \\�\\j 49 UNITS TWO BOULEVARD TREES REQUIRED PRIOR TO TOWN HOME I HEREBY CERTIFY THAT THIS PLAN \, �, \, i% / / UNDISTURBED SOIL / / r i / / OCCUPANCY •• VERIFY TOPSOIL DEPTH AND NOTIFY OWNER OF ANY DEFICIENCY.\\\\/\\/\�/\\/\\�\\/\�\\/\\�\\�\\j \\�\\/r\\j\�\\j\\�\\\\��j\\ \\�\\j SPECIFICATION, OR REPORT WAS •• REPLACEMENT TOPSOIL SHOULD BE CLEAN, FREE OF DEBRIS, SHARP \//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\// ��\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\// THREE BOULEVARD TREES REQUIRED PRIOR TO TOWN HOME PREPARED BY ME OR UNDER MY OBJECTS, ROCKS AND WEEDS.//////\�/// SUBGRADE\//\//\//\/\/��//N/\�/\�// 24 UNITS OCCUPANCY DIRECTAM A DULYPLICENSED LAND THAT I ANDSCAPE •• ALL AREAS TO BE LANDSCAPED AND SODDED SHALL BE GRADED ARCHITECT UNDER THE LAWS OF THE SMOOTH AND EVEN. STATE OF MINNESOTA. LANDSCAPE PLANT LEGEND SIGNATURE: RJSEPH L. SCHE LER SS I ..L . SS.12" PVC I I \ \ ' •.� .- 7s:>: EXIST. MH r 50► / Existir�. "LIIOC jDECIDUOUS TREES Expiration: 06-30-2026 116" DIP WM �� �� - . Shed \ San. MN / \\( CO ty i License #: 55597 Rim=959.80 ' »»: L nv-945.34 �_...- _ BUR OAK _...-. - _ Inv=953.95 Fenee� y - BO 21 2.5" CAL. B&B 60'H x 60'W Date: 04-15-2025 _...-� _ Fen _ c _... uercus macrocar a ° Q P o - - h - i --- - I :::::.::::::.::.. :::::::...::::.:::.: - - - -I I �& UtilityEXCLAMATION! SYCAMORE , - - - - - - -� �. ::.::.::.::.::.::...::.:...:.. .::.::::::::.. PINE .::::::.::::::. :::::::::..::::::::::::. IN:.::•::•::•::•::•::•::•::•::•::•::•xd •::•::•::•::!' :.:::::::.:::::::.>::::::::.... outr� orJ / SY 6 2.5 CAL. B&B 60 H x 45 W e� SP 5 / # 10 P * s-- s - I I I I I �Fo II I Easement Platanus x acerifolla 'Morton Circle' g54 6__ �� A� I I� I I g6� _ PROJECT MANAGER N °y 95 958 \ 958 I i �$' I , I 95$ I I 9 3 I I \ \ \ - - - - - - COMMON HACKBERRY I :, �2- - - - � � CH 28 2.5 CAL. B&B 50 H x 50 W - - -_ �\ 58 Celtis occidentalis I LOUIE � � I I - I • I I I 95 I � I �- . - . \ 0 I G=964.0 I I G=964.0 G=964.5 I 96 \ I \ I "� N "� I 6� SKYLINE HONEYLOCUST 88 / \ 6 7F 95 4. 3 TF= 964.3 F 0 A•• q� � <o co � I SL 6 2.5 CAL. B&B 50'H x 30'W �9 kr- =, TF=9.�4.8 rn °j °� °� p 96 .8 I I I I Gleditsia tricanthos var. inermis Skycole DRAWN BY ttw \ G��9F, I LL=9,6.3 LL 6.3 I G=963.0 I I II II II , 0 3 -o I z;�^Jg�AI`,;.."""",,...u.....,.,""�,,,,, l � \ F 6. _ = LL-„6.8 I = ° x ��O 2• 2• \ T ,y� 3 LO-959.3 LO 959.3 TF 963.3 •." %%%" I, 9• I I I I I L0=959.8 I �'�� I 9 I I 96 AUTUMN GOLD GINKGO #xi."" / / ,g5 LOUT LOUT I LL=960.2 i� I AG 8 2.5" CAL. B&B 50'H x 30'W + L 1 . s a,,,,, o / / I I I I %y#h t I L OUT - S \ T I I � _ , 0 I I / LO 963.3 Ginkgo biloba Autumn Gold U - G / � 0 I I = G- 962.2 g G 963.0 I \ I I I I - TF- 962.5 AUTUMN PLEND R B BUCKEYE .SPLENDOR U C _. I c -„ ��ass,,,,,,,,,. \ LL=960.2 I I LL-959.4 babas• �, - J L AS 8 2 CAL. B&B 35 H x 30'W = LO-962.5 A l x rn l i n 'AutumnSplendor' \i escu us a o d a a utu f- r - �6 / LO 963.3 � \ � I 96 I I IPROJECT NAME / / a 4 SEL 0 `9" a L SEL 0 5' o \ WP (3) 9 a' I I I AKIN ASPEN ° G QUAKING S y 5 h _ ° QA 5 2 CAL. B&B 40 H x 20 W 9 oy \ o L / �;� ��� ii ��' Populus temuloides F HF , °yF \ ss S 964 - - - NORTHERN REDBUD MEADOWBROOK / s _ NR 9 2 CAL. B&B 20 H x 20 W A• AG O V (3) J 1 - S ° \ Cercis canadensis 'Northern Strain' .'' ... \ ST EVERGREEN TREES \ I Oy \ ..,. cv - ST \ SS SS SS - \ F \ 0 9s 964 �- _ ii� H V cv / GS � \ >• yF / I / \ RS (8) \ S NORWAY SPRUCE 9 NS 12 6 HT B&B 60 H 25 W °NF i c c \ x F _ -_- - 0 �. Gc / G; � �Picea abies /\ BMX PARK oyF / 96.g G 96,j8 / / c MONTICELLO, o / 958 . . oy :. L7 964 5 964 1 / - 96,3. ° - - �\- - - -I A U ST RIA N PINE ° hF - Fy / 95ss l LL,gSs l TF g 3 0 ® 9- _ _ '� c AP 2 6' HT B&B 50'H x 30'W MINNESOTA roi4ctae & \ AV 4 fw FFF F,'F,•,:F:. yo _ s LO, L 63.6 / 0 F- \ q -{ - Pines nigra Easeme its entirety () �wwww,s°`.-.. ,. �;. �O 9 6.5 wo 956 LOc9S56 S \\ \ °hF NF RS 6 f.-� ,vv.. AV(6) \ GYO 955.E �� G G \ \ I WHITE PINE \ () #�" ° G=962.0 I \ I WP 7 6' HT B&B 50'H x 30'W TE (8) �\ / TF=96 G=962.5 G 63.% \ Pinus strobes 0 O OH h� / \ 9 �x • .:7,,- \ F� `9s / / LL=954.3 I I TF=962.8 �,9964_p qSv \I tiF 960 NF F k'= ' \ �2°;, \� \ l l / LO= 3 I LL=954.8 1F� 56.p N SCOTCH PINE ISSUE LOG o) #<� - .s �,,,'" yy' , �1`i/ s�, / 957.3 I _ �,9 0 \� ��o I SP 9 6 HT B&B 40 H x 30'W �J \ AV (7) `� L/OU I LO-957.8 L 0-959• �� \ 0 I 1 Pinus sylvestris 10, WIDE Oiy ON \ ;F`%�O O� �" "_ O /yF L° y L/OUT I- �L)T O \ c 12092024 SUBMITTAL F F / f��/�D�.\;,tttttt'� \ / �j` / / \ L� co \ 'iS I WHITE SPRUCE 03-03-2025 PLANNING COMMISION COMMENTS BIT. TRAIL \ O ` /� __ _ \�tt.uu.� \ V c ,O' 9 9 rn \ WS 6 6 HT B&B 40 H x 15 W _ 9 / oy \ \ . # # . h`b J . `i 9s \ \ s�, I I 9s� 8S \• \ Picea glauca 03 25 2025 FINAL PLAT 96 \ F / 8 s \ \ 2 /%s"� fi%% O,yF / y � I I SWISS STONE ALGONQUIN PILLAR 04 15 2025 COMMENTS /baa" ° �� SS 27 4' HT B&B 25'H x 10'W o I/ _ Pinus cembra Algonquin Pillar BO (3) RS 4 ( 0 O p I I( f - () NF ''� \eyF tiF o0 !0 ^j' ° 956 \ o �, h `�' �' I SHRUBS dO \ ,... \ \ \ SO7�OMA942. POND #1 b \q' / G�j��i io'�°�J� g55' I \ 1 I \ \ co NS(3J-egF.vvn..x�0� °=946.5'� \ \ �� ° ?' AC 5 �� �o I \ \ I / ARROWWOOD VIBURNUM AV (2) / 40 HWL= 1. () v \ I 1 AV 77 #5 CONT. POT 9 H x 12 W \\ S 3 / ID (5) `..\�(9�srg o rainoge &Utility \ A0 (�) /% y I I - - -1 - - - -till Viburnum dentatum 'Red Feather'();�t in its entireAV 3CH (2) ""9\u°""`" ()AMERICAN CRANBERRY BUSH • -�\>,j.TE (6) - AC (4) -AC 33 #5 CONT. POT 9 H x 10 W `52 j. �fi9\� O"" TE (3) / bb I TE (5) - - - AC (5) - - - ID (3) g Viburnum too um 'Redwing' q;H TIGER EYES CUTLEAF STAGHORN SUMAC 9 v -I• A TE 64 #2 CONT. POT 8 H x 8 W M r O TE 7 H h o � � TE 7 (J \ RS 5 / . 0• E Rhus t hina Bailti er G F AV 2 / � _ 6 \ G 0 g p \ \ �, • . F - - - \ AV 3 REGENT SERVICEBERRY I h• h \/%/, \ ❑ RS 52 #5 CONT. POT 6 H x 6 W ,9 �6 2 �. .'.'.'.'.'.'.'.':'.'.�% % \ Amelanchieralnifolia Regent S G 5 p s TE (10) RS (5) ND # 7'PINE T 0 i �. > 9... E 9 7 � ST MWAT .p - - _\ 42 ISANTI DOGWOOD . h �,..w 42 - ID 80 #5 CONT. POT 5 H x 7 W CH 2 / 0 ID "5" / / 0 7......../ • • • W\W W y vy. 'B, TWIN Corn us sericea Isanti ( J D 6'J' 6. O / ` \ ` J�, -wi u v'r''C /ter., , ate,-.. 4V �" Q ✓ ✓ ✓ t9 ,9 6 g. �, j \. - O „�cp N WL G G 5 �• \ �, y RS(8) ;y WL S�$., „�N \- WF.'-W -W -W-W -Wyn, RIPLET MNDOT SEED MIX 33 261 STORM WATER SOUTH &WEST (OR j d i9 6 / F _ s o� H / :, ..\ .'. c�i 4,351 SY 9 - ;n"' '� W W W APPROVED EQUAL). y F2AR MNDOT SEED MIX 35-241 - MESIC PRAIRIE GENERAL OR SS 4 • , 6r0 q�h \ �1 73535Y�iiii� (J BO (2) G �,°'956�`0 \ / 8 \ ( \ �/ /` ". 0 HF :`, �.\-W -W - W -"'' 9 P/NE i i i i i APPROVED ALTERNATE). / u Q �- off. h' � �,•. ,, J'( 3 p � � / ,',;; ,�'• - ^� \ / ' y' .'. \ 166,968 RAMY TURF STABILIZATION SEED MIX (OR APPROVED 0 W/D i 0 6• 0 \ x I I I AP(1) o�� / \ 6r0'6 6 95 o� \ "'x%%xx ��/:;; O �. O SY ALTERNATE). BIT. T AlL 9 '' s G i9 0 / of i°' o yF * � AF%L 77R,4'T•lbAl ,9A,S1A% yF CH(1) CH(1) O iP' �'\ a j BOTTOM=,9�k5.1W.W.'. WS 3 0 6 �1�HlCz957.6.'. • • qyz:\� HARDWOOD MULCH - 56 CY 96 S 9 AV (5) • ° V�G� /° / ti ry y F ONF '`�F \ AG(1) SY 1 CH(1) 96, g666 pti 00 961 / 964 �\ �!\/ ° ` o G,h^� y hW "nj.•��lV�nnn, I f'<:`:�I � I • ca `rs' �F �;� r°�6 � ° � v �� � HF u u W ' . � I 0 / O,y age .&y lJti4ityy - W oyF 0 96 1' n F h ase (-in- its en tired - [[ ]] SY (2) . C9 � O SY (1) • � 5 � � �• �: 1 � G � � . # u ` � � - �, }'' sS r 0 pro'* Q () o �o �. r / �v �.O W - � - 3 • o' / o o AV(5) 960 0 =%�. SCALE: 1 -60 ID 5 �rn �• �• �n v\ / 1 \ yF 'AV,(5j','�,' •I ly, y (J ca cn • ^ •` ' 71 ss \ G ° h G /� R4q/L 1 i \ �� y... ��' r W - 1 z Know what's below. 96 p / I I 9s , r Cl) \ x sWW sT ST -� Call before you dig. 0 60 120 \ � � ET (6J . i / �� ► I I �I L .i 1 I_ PROJECT NUMBER SHEET TITLE NORTH LANDSCAPE PLAN SHEET NUMBER L101 CH (1) _ s �. W i Q 0 O I QA (1) Iia P ':1111 (5) fID w O -5 JAV (4) i j CH (I) IAV (3) - I ' AG (1) ERR W 0 0 ON- "&W �%tilityW - W W OyF 5 � (-inWits entirety -0 BO (3) �g J� ovv OJ cl 95 AV (5) 960 �o / SAC 4 9 �'. ST ° _ � v ss \ ova / I I I I �8 I \ TE (6) NS(3)\ / ��� ,/ 96061 1 96o / �3 � Cv 962( 88 I I 960. CH (110 � 1 I gg 16) \ i . Vu AV (5) TF95O_96 \/ \ v LL_g 9.7 I G=968.8 G=967.7 / AC L0=g61.1 U=969.1 TF=968.0 TF 96� G=s5)Is.0 / \ F LL=961.1 SUBDIVISION TREE REQUIREMENTS • U �a9e I LO=961.1 LL=960.0 LL=959.1 LL=958.3 c \ ( S _964 fi/it \ nl WO W0=960. 0 WO=959.1 L p=958.3 I >F g6 5(.8 \ S' �ii SS G W / .9 So / ST NS 4 G G 0 �l� ss / - 88 UNITS TWO BOULEVARD TREES REQUIRED PRIOR TO HOME OCCUPANCY lJ; G /�o9s•� 19 UNITS FOUR BOULEVARD TREES REQUIRED PRIOR TO HOME OCCUPANCY G / Ar a/ _ o ° ss 9 ST.RELT ,e - 's Ct re I TOWNHOME TREE REQUIREMENTS �� ^°•� , o SS �- SS SS �� SS ` . , \ 1 0 �C��f��/�'^O 96 '5 I �° -�-T SS o� �\rnw 8.3 I 49 UNITS TWO BOULEVARD TREES REQUIRED PRIOR TO TOWN HOME OCCUPANCY v w -A cry 130(3) - -)_ I �° ° ° I 24 UNITS THREE BOULEVARD TREES REQUIRED PRIOR TO TOWN HOME '` �N N J G=969.2 I G - OCCUPANCY NS m) I 96sg 5 I 1 1 G=,969s8sIIV G Ib W 9G=968.0 G N^ LO_6 _9690 =967.0 X9 � I Ij Ic,Io�I i,o Mo J�CH (1) ^ 5 LL=TF=968.3 G=965.75 =967.3 oI iL=965.2 �L_964.2 TF=966.0 0) ° ~oo z: �jjEl=°S.0 964.2 =9 _6 - .0I SELO SEWO 9 ss8 SEWO ° 1o'ELM LANDSCAPE PLANT LEGEND c� Norno 5 SL (2) I i o g i. i 1 960 "ELM 1 DECIDUOUS TREES 12'ELM� o o c� 8'ELM 0 I BO 21 BUR OAK 2.5" CAL. B&B 60'H x 60'W cs J Quercus macrocarpa 2 1 1 - 160 p p 4 p I N Fr \ EXCLAMATION! SYCAMORE , CH (2) Loa ,� 96�' I - _ _ g c� O (_' d °b I -I �c SY 6 2.5 CAL. B&B 60'H x 45 W I rn rn rn o I - - - - J- -�9 LoNoh6 P/atanus x acerifol/a Morton Circle I� p II IY. of I f L - - jI 1 I � � � o � _ _ 1T rn °� II II � COMMON HACKBERRY II 0 4i ' CH 28 2.5" CAL. B&B 50'H x 50'W 0 ° -_ -�� ----� r-- _ I --T ° ��JJC� I I Celtisoccidentalis 1- 6 j� z ° I 000rnf acrnoi �rnooI � I I �I II~I g 6k a II , 000 '-I Ali Ix\SL SKYLINE HONEYLOCUST r- 2,5" CAL. B&B 50'H x 30'W Drainage & �9.7 ° � Gleditsia tricanthos var, inermis 'Skycole'Q I N I tilitEasem n N N h (6 ?964 ---..°' I AUTUMN GOLD GINKGO - j 6g6k� L AG 8 2.5" CAL. B&B 50'H x 30'W a JpGinkgo biloba ,Autumn GoldBL(2) I'► C9 J J f LG=9644 ' I IAUTUMN SPLENDOR BUCKEYEL G=965.0 TF-96 2„ CAL. B&B 35, H x 30'W 96rTF=965'3 5 QVzELAesculus x arnoldlana Autumn Splendor G=966'0 LL-6252 LO964.g9 5 TFg66' 96rn QUAKING ASPENBO (2) 3 SEL- QA5 2" CAL. B&B 40 H x 20 W N�� T=966.7 SELO G Populus temuloides 65. TF=967.0 II zt ELM©o co corn p °'o� NORTHERN REDBUD , N 1 J o I I LO=96ZO G ° - J L- I NR 9 Cercis canadensis 'Northern Strain' 2 CAL. B&B 20 H x 20 W OUTLOT D J/ �968 _ 1-------J I SELO i L '9 ° ° N - . _00-0I - y66 I G r ° EVERGREEN TREES T 968 I I -I / S T ►i - : [ll CT 962 ST c5 I 6 _ ❑ sfi n ".»: NORWAY SPRUCE c-,r ST - -i C - = o j / � SS/ C SS >SS S ,••. •.: FWA 10) 11 �L � Q -V �._�SL 01 IAS (1)H T 9TF.2 SO I IAs (1)h iAI r 3 G= 9 1.0 TF= 1.3 S06 AS (1) I s E, =9/- 0.: 970. CH (: 9.8 TF= 70.1 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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. SIGNATURE: F01I ]CIII L. SCHE LER Expiration: 06-30-2026 License #: 55597 Date: 04-15-2025 PROJECT MANAGER LOUIE DRAWN BY J+L PROJECT NAME MEADOWBROOK _ NS 12 6' HT B&B 60'H x 25'W - - - - 9 1 F_�� I I �� Droinoge�c �' 00 h �; I ss cqe Picea abies -I I I 9�bsem I I I rn rn rn o 96?•6 �° s ° ° p ..; s MONTICELLO, I II II II II z S ° ° cn� ° �; 96 96° g 9 965.5 I I g65• 965.0 ° o �` � o �� 9 _ _ - - - - - - - J ^� z 8 AP 2 AUSTRIAN PINE 6 HT B&B 50'H x 30'W MINNESOTA - = , J 11 ° ss ° Pinus ni ra ID (4) I G 970.5 I G-969.7 I I I G=965.5 I I G=965.3 I * / - - g I / / � amage TF=970.8=970.0 G=968.6 G=967.5 G=966.7 G=9657 LL=967.7 I TF=968.9 I I I TF=965.8 I I rF=965.5 I 966/ :itiyr�asem n WHITE PINE LL=966.9 TF=967.8 TF=967.0 TF=966.0 LL=962.7 LL=962.4 ° I cv o, cV N f'I - WP 7 6' HT B&B 50'H x 30'W G o o h o E ST.� Ri -9 5. '� Pinus strobus SS (2) I I SELG 0.8 I LO 970.0 LL=9 5.8 LL=9(;4.7 LL=:;�s3.9 I LL=962.9 I I L0=965.8 I I L0=965.5 I ° - cI ° �S g6 5 j 2 2 rn o o I o "? 94 .92 •:' �... SELL L0=so8.9 LO=967.8 L0=,967.0 I ILO=966.0 I I SELO / \ \ G,965 9p II II II �N. MHISSUE LOG G I SEL SEL 0I I SEL 0 `' o W N ��' g5E NR (1) \ SP 9 SCOTCH PINE 6' HT B&B 40'H x 30'W I G S L 0 SEL 0 I SELO , /° S TF g6'z' "'�'''' �' I Pinus s Ivestris AG (i) G I I G S / /\ GG,966� 3 \ LL=9g65 j I L J �' I o '�'4�-��r92 y 12 09 2024 SUBMITTAL "HoG G I li \ �9 \ L0= b=�J59.�7 J L - j L - -b - .'� s ss / G \\ \ TLC 992 \ SEWO I r I � WHITE SPRUCE ° ° 5 965 ° ° ( - WP (1) . 1 WS 6 6' HT B&B 40'H x 15'W 03 03 2025 PLANNING COMMISION COMMENTS ° ° ° ° ° Ice uca � 2 P• a la ,,..-.....,.,. .. ,. ..... -...: ..... r\ o � f � g 03 25 2025 FINAL PLAT \ - - - / 96 1 \ S 63. I c� N of �i I f NV l4) I ,. ; ...:::.:. ''' F% g6cr• I 2 o rn rn rn �' N \..._I 04 15 2025 COMMENTS ►�I \ - =X� - - - - ss o I I SS 27 SWISS STONE ALGONQUIN PILLAR 4' HT B&B 25'H x 10'W A�• 2• rn o o ° �i o o � � F- II II II �� co co 0 5 cn ' / G \ ��O�g6 \ \\ I 9� � J o I I 0, rn rn o o g �' I Pinus cembra 'Algonquin Pillar �-� SS SS SS SS SS TT / 6� 3 F \ SSW \ \ L C� I o II J O �u �T SS - SS SS -� SS 1 0 \ \ G�9 \------------ I o Jco NR(2) SHRUBS °� ° / \ - _ ' �o�,o II II -' II�oIIoo IIII IIIrI -Ii�o�I,I III II IIo�io III III II�oJ III II lido°►►I .-v--,�''II -''II _-I � gO 2 2 0-IoI, rnN-rn°`j rnN 7_ I AV ARROWWOOD VIBURNUM r-- ° AG (1) Viburnum dentatum 'Red Feather' #5 CONT. POT 9'H x 12'W o ° o G 964 age �o0o°' io(o AMERICAN CRANBERRY BUSH96N1 \ co orn AC 33 #5 CONT. POT 9'H x 10'WL SS(2) Viburnum trilobum 'Redwing' Ease '(6�oj �TIGER EYES CUTLEAF STAGHORN SUMACn °°(UllTE 64 #2 CONT. POT 8 H x 8 W ggRhus typhina 'Bai/ti er' 3 8 rn I o1G=9635 REGENT SERVICEBERRYII964 a6 . G=964.0 I gI 6III III cro,,l rIyI�I opf�.„� rI I- ►5' _I I .AI N o en ceRS 52 Amelanchier alnifolia 'Regent' egent #5 CONT. POT 6'H x 6'W 9TF=964.3 7 J o G=965.0 LL= 2 Ig64. LL- 8 ISANTI DOGWOOD G=9 `LO=963.8 962 °) 'W6L=961.5 LO-6.3 ° (4) SELO ID 80 #5 CONT. POT 5'H x 7 N o ° T8 LO=964.6 SELO G Eh Cornus sericea 'Isanti' _ L = .8 I I LO=965.3 SELO I G I _ - -o y y MNDOT SEED MIX 33-261 STORMWATER SOUTH & WEST OR 968 I L, r r ° o SELO SELO I ° 0� 4,351 SY G APPROVED (2) L- -� L--- I-- L--J �o�Tc� j I _ fr2 ° ��i� ROVED EQUAL). w I 96 962p(zco��� I° I G I G L °..:...°.::. �SSl4J r I 964 I °' °' °' - ss 7 353 SY i i MNDOT SEED MIX 35-241 - MESIC PRAIRIE GENERAL (OR 0 1 cn Iv I L - - - - - - L ° �� /,� h ' APPROVED ALTERNATE). g 0) N � c� I ° 64- ° ,,.. ss ��. ��y i / ° - ss ss ° G G,,o'io�h h� 166,968 iL RAMY TURF - STABILIZATION SEED MIX (OR APPROVED oL v J._Ine porollel wi Drainage & Utility_..: .. r r y o � - - - - - �C ISS(3) Easement m o �'� q S R ° °# \ �;� �'� /, SY ALTERNATE). \ I line of the NE 1 O)l �y D o - - ♦I►(I- `O c� rn �L- SS SS �- ss 1 I� 25 I ° ° _-� \ a, cN rn • � N ° � j HARDWOOD MULCH 56 CY >- rn ��' rn cn °' `" c� .ems _ _ - ° _ - -� G 60 rn /g 3 G g63• \ LLM j ° 5 I r II I I 2 �\ \N G1963.4 I R (2) TF=963.ro 960- CIO °j G G=964.0 G TF=964.3 9606 G=964.2 960.6 o 961.2 L0= o T=964.5 LL= G=966.5 G=964.7 SEWO 0 0, G=965.7 G=965.3 LL-=961.4 IL . N ° =966.8 TF65.0 5 SEWO � CoF66.0 TF65.6 LL61.9 LG-964.WP(1) W T2! 0z.LL-62.5LL=ti63.7 SELO! 58 o LO=966.8 L -966.0 LO=965.6 LO=965.0 960 SELO SELO o SELO sELo � ko 12'Bg6 fl c� I �I �6b - I 5`� VZ 51 - -g�` - - �� - - - 958 -960 r JSCALE.1"=60LJ --- I-962 _____�J ___� L-- , Know what's below. _ ' \ `��. _Drainage & Call before you dig. 0 60 120 Fence 2 feet South_ - .� ` _...-Fence Utility Easement�• 1 i • I w O 8' DIP IV/ Y 17PS I PROJECT NUMBER SHEET TITLE SOUTH LANDSCAPE PLAN SHEET NUMBER L102 11 3" ROCK MULCH SEED SEED I 1Z)3KF (2) SEED 3" ROCK MULCH & I SE (3) L GP (3) KF (2) GP (3) KF (2) I • i I 3" ROCK MULCH & EL GINGI SEED \3"ROCK MULCH SEED `3" ROT MULCH & EDGING Ill SE (3) KF (2) GP (3) SE (3) I 3" ROCK MULCH �3" ROC MULCH & EDGING SEED KF (2) GP (3) KF (2) GP (3) t %j� SEED SEED REMOVE DEAD & BROKEN BRANCHI EXPOSE ROOT FLF SET AT FINISH GF 4" DEPTH MULCH FINISH GRADE SCARIFY & SPREA ROOT MASS OVER -EXCAVATE 1 SUBGRADE MULCH & EDGING I7 FAI G LANDSCAPE NOTES: • •• CONTRACTORUTILITIES STARTING CONTRACTOR IS LIABLE FOR ANY DAMAGE TO EXISTING UTILITIES ON SITE AND RESPONSIBLE FOR THE COSTS ASSOCIATED WITH REPAIRING/REPLACING DAMAGE. • CONTRACTOR IS LIABLE FOR ALL DAMAGE RELATED TO CONTRACTORS ACTIVITY ON SITE AND RESPONSIBLE FOR THE COSTS ASSOCIATED WITH REPAIRING/REPLACING DAMAGE. • OBTAIN ALL NECESSARY PERMITS FOR PLANTING IN ALL RIGHT-OF-WAY. • COMPLETE WORK PER OWNERS CONSTRUCTION SCHEDULE AND COORDINATE WORK WITH OTHERS ON SITE. • PLANT MATERIAL SHALL COMPLY WITH THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS AND BE F DISEASE AND DAMAGE. •• FREE ALL PLANT MATERIALS TO BE WARRANTIED ONE (1) FULL YEAR FROM THE COMPLETION AND ACCEPTANCE BY OWNER, WITH ONE TIME REPLACEMENT. •• WATER AND MAINTAIN ALL PLANT MATERIALS UNTIL ACCEPTED BY OWNER. • IF THERE IS A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOW ON THE PLAN COMPARED TO THE PLANT LEGEND, THE PLAN TAKES PRECEDENCE. • ALL AREAS DISTURBED DURING CONSTRUCTION TO RECEIVE 6" OF TOPSOIL AND SOD UNLESS OTHERWISE •• SPECIFIED ON PLANS. VERIFY TOPSOIL DEPTH AND NOTIFY OWNER OF ANY DEFICIENCY. •• REPLACEMENT TOPSOIL SHOULD BE CLEAN, FREE OF DEBRIS, SHARP OBJECTS, ROCKS AND WEEDS. •• ALL AREAS TO BE LANDSCAPED AND SODDED SHALL BE GRADED SMOOTH AND EVEN. • SOD TO BE A KENTUCKY BLUEGRASS SEED VARIETY. •• NO GUARANTEE ON SOD EXCEPT SOD THAT IS NOT ACCEPTABLE AT TIME OF INSTALLATION. •• STAKE SOD ON SLOPES 3:1 AND GREATER. • PROVIDE BLANKET ON ALL SEEDED AREAS THAT ARE SLOPED. MULCH APPLICATION FOR ALL OTHER SEEDED AREAS SHALL BE HYDROMULCH OR DISCED STRAW DEPENDING ON SEED TYPE. • INSTALL BLACK VINYL EDGING AROUND ALL PLANTING BEDS AS SHOWN ON PLAN. • MULCH TO BE FINELY SHREDDED, UNDYED, HARDWOOD ORGANIC MULCH INSTALLED TO 4" DEPTH. •• NO WEED FABRIC BARRIER BENEATH ORGANIC MULCHES. •• TREES SHALL HAVE MULCH PULLED BACK 2" FROM BASE OF TRUNK. •• NO EDGING AROUND TREES OUTSIDE OF SHRUB BEDS. • ROCK MULCH SHALL BE 1-1/2" DIAMETER WASHED RIVER ROCK INSTALLED TO 3" DEPTH WITH APPROVED WEED FABRIC BARRIER. • SWEEP AND MAINTAIN ALL PAVEMENT AREAS AFTER LANDSCAPE INSTALLATION IS COMPLETE AND ACCEPTED BY OWNER, DAILY CLEANING TO BE COMPLETED IF REQUIRED BY THE MUNICIPALITY. LANDSCAPE REQUIREMENTS (MULTI -FAMILY 5+ UNITS) • TWO (2) SHRUBS PER 10 LF OF BUILDING PERIMETER • 484 LF = 96.8 SHRUBS REQUIRED • 100 SHRUBS PROVIDED LANDSCAPE PLANT LEGEND SHRUBS LL 8 LITTLE LIME HYDRANGEA Hydrangea paniculata 'Jane' TY 8 TAUNTON YEW Taxus x media 'Tauntonii' SW 4 SUMMER WINE NINEBARK Physocarpus opulifolius 'Seward' BH 8 DWARF BUSH HONEYSUCKLE Diervilla lonicera GP 24 SUNJOY GOLD PILLAR BARBERRY Berberis thunbergii PERENNIALS RS 8 RUSSIAN SAGE Salvia yangii SE 24 AUTUMN FIRE Sedum x 'Autumn Fire' ORNAMENTAL GRASSES KF 16 KARL FORESTER FEATHER REED GRASS Calamagrotis x acutiflora 'Karl Forester' EDGING - 220 LF ROCK MULCH -11.5CY #3 CONT. POT 5'H x 5'W #2 CONT. POT 3'H x 5'W #2 CONT. POT 5'H x 3'W #2 CONT. POT 3'H x 3'W #2 CONT. POT 3'H X 1.5'W #1 CONT. POT 4'H x 3'W #1 CONT. POT 1.5'H x 2'W #1 CONT. POT 4'H x 2.5'W Know what's below. Call before you dig. SCALE: 1 "=10' 5 0 10 20 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. SIGNATURE: ICVSEPH L. SCHE LER Expiration: 06-30-2026 License #: 55597 Date: 04-15-2025 PROJECT MANAGER LOUIE DRAWN BY J+L PROJECT NAME MEADOWBROOK MONTICELLO, MINNESOTA ISSUE LOG 12-09-2024 SUBMITTAL 03-03-2025 PLANNING COMMISION COMMENTS 03-25-2025 FINAL PLAT 04-15-2025 COMMENTS PROJECT NUMBER SHEET TITLE TYPICAL TOWNHOUSE FOUNDATION PLAN SHEET NUMBER L103 MEADOWBROOK FINAL PLAT AREAS JOB NO. 24-0314 4-24-25 Otto Associates 9 W Division St Buffalo, MN 55313 Parcel Area Report Client: Project Name: Project Description: Report Date: 4-24-25 Prepared by: T.J.B. Parcel Name Square Feet Acres BLOCK 1 - LOT 1 7170.451 0.165 BLOCK 1 - LOT 2 6640.894 0.152 BLOCK 1 - LOT 3 6640.894 0.152 BLOCK 1 - LOT 4 6640.894 0.152 BLOCK 1 - LOT 5 6640.894 0.152 BLOCK 1 - LOT 6 6640.894 0.152 BLOCK 1 - LOT 7 6640.894 0.152 BLOCK 1 - LOT 8 9767.017 0.224 BLOCK 1 - LOT 9 10946.600 0.251 BLOCK 2 - LOT 1 6578.933 0.151 BLOCK 2 - LOT 2 6606.977 0.152 BLOCK 2 - LOT 3 6807.043 0.156 BLOCK 2 - LOT 4 8943.465 0.205 BLOCK 2 - LOT 5 10312.180 0.237 BLOCK 2 - LOT 6 10653.332 0.245 BLOCK 2 - LOT 7 9832.847 0.226 BLOCK 2 - LOT 8 9047.729 0.208 BLOCK 2 - LOT 9 9944.523 0.228 BLOCK 2 - LOT 10 11573.011 0.266 BLOCK 2 - LOT 11 15682.868 0.360 BLOCK 2 - LOT 12 11606.709 0.266 BLOCK 2 - LOT 13 8917.153 0.205 BLOCK 2 - LOT 14 8994.415 0.206 BLOCK 2 - LOT 15 9071.677 0.208 BLOCK 2 - LOT 16 11939.161 0.274 BLOCK 3 - LOT 1 14671.344 0.337 BLOCK 3 - LOT 2 13965.403 0.321 BLOCK 3 - LOT 3 12646.566 0.290 BLOCK 3 - LOT 4 11906.073 0.273 BLOCK 3 - LOT 5 12116.447 0.278 BLOCK 3 - LOT 6 7715.937 0.177 BLOCK 3 - LOT 7 8029.380 0.184 BLOCK 3 - LOT 8 9039.953 0.208 BLOCK 4 - LOT 1 2725.245 0.063 BLOCK 4 - LOT 2 1856.588 0.043 BLOCK 4 - LOT 3 1858.580 0.043 BLOCK 4 - LOT 4 2433.582 0.056 BLOCK 5 - LOT 1 2435.377 0.056 BLOCK 5 - LOT 2 1856.621 0.043 BLOCK 5 - LOT 3 1858.415 0.043 BLOCK 5 - LOT 4 2433.582 0.056 BLOCK 5 - LOT 5 2435.377 0.056 BLOCK 5 - LOT 6 1856.621 0.043 BLOCK 5 - LOT 7 1858.415 0.043 BLOCK 5 - LOT 8 2433.582 0.056 BLOCK 6 - LOT 1 2020.999 0.046 BLOCK 6 - LOT 2 1375.999 0.032 BLOCK 6 - LOT 3 2020.999 0.046 BLOCK 6 - LOT 4 2020.999 0.046 BLOCK 6 - LOT 5 1375.999 0.032 BLOCK 6 - LOT 6 2020.999 0.046 BLOCK 7 - LOT I 2020.999 0.046 BLOCK 7 - LOT 2 1375.999 0.032 BLOCK 7 - LOT 3 2020.999 0.046 BLOCK 7 - LOT 4 2020.999 0.046 BLOCK 7 - LOT 5 1375.999 0.032 BLOCK 7 - LOT 6 2020.999 0.046 BLOCK 8 - LOT 1 2725.999 0.063 BLOCK 8 - LOT 2 1855.999 0.043 BLOCK 8 - LOT 3 2725.999 0.063 DEDICATED ROADS 149660.821 3.436 EDMONSON AVENUE 95224.825 2.186 OUTLOT A 135447.104 3.109 OUTLOT B 124972.688 2.869 OUTLOT C 186013.119 4.270 OUTLOT D 111379.876 2.557 OUTLOT E 13558.874 0.311 OUTLOT F 943827.003 21.667 OUTLOT G 329732.269 7.570 FI VAL PUD DEVELOPENT vISTAGE PLAN SET MEADOW3ROO-< MONTICELLU3 IVIN FEA 'ER To I I SECOND � � � 2, FE�A THE,RS T0,'VE � ED ONSON � RID >E ADDI Tl0 `` 1 2 3 4 5 6 7 8 9 110 _ � � �60 � . 22 � I — 9_ /_ . 8 . � �. � 6 I 5 . I —4 . � 3 _ 2 —1 �� 80—OU TL 0 � A — �, Fl7MC)NSnN A I/FNUF / Iti'ul �— — — n tw —.. ' — .— ' ..—..— .— —..—. u}—Al/FNUF NF — — — —`"� w }w } EDMON�ON } � OUTLOT D O 10 2 4 3� 2 1 12 1 1 1 09",i�8 7 6 51?4 3 2 1 41 o 2 � O ` 3 � MEADOW K DRIVE � �� 3: Q / \ � / TLOT A 9 \ I ^ � � BMX PARK � — a I`� � 4 0 � 8 � g 1 3 2�1 3 2 o � 4 ° Oil Z� �� �� 4 ALL 5 6 42 5 ��� 8 5 ��3 0 6 3 6 w� 6 �Go v o 9 5 W 23\ � 4� 5 4 Q5 4 Q RIVERSTONE A 27g � ` 6 z _ o - �. 3 2 1 3 COS—�— }}}}} � 1 � 8 1 � 6 1 L' �� 4 , � 12 11 10 9 8 7 t 7 2� 3� 5 2 UTLOT D 6 5 � J� 1 6 8 � � a � � ��• �� q � 5 STORM WATER ' Will Y A �\ BASIN a� 0 N� AVE � — '�� MINN CO (AVE � 9 � TEMP CDS 3 /Q `C 4 �,�, � �OJ �j� 2 1 4 Now � 't � 5 4 3 � 4 3 2 CO 3 4 � O 3 i I` 2 Gj�C/ J 8 3 2 1 3 2 0•�� 5 ` /� 12 Q� �0g 7 � 8 5 3 2 a 111 a 10 9 REV. NO. DATE BY 0 7 5 DESCRIPTION PUN TERS 5 \ 4 \ 6 \ 2NY7 ` w 6 10 1 17 10 516 4 Uj rninurn m 8 9 8 7 6 := 12 13 14 15 00 0 ` 1 .. _.a.r.4.. w• gLw..s... �,+......:.i er•_e e_ .•w. S. .ee.... .. :Y.. a.... w..-a Yl....1 --.1 ; 10 10 11 12 13 16 15 14 13 12 0 100 200 Feet SCALE: 1"=100' OWNER: 4—D SISTERS INVESTMENTS, LLC A T TN: GREG OL SON 1645 LOTH STREET SE BUFFALO, MN 55313 DEVEL OPER: JPB LAND, LLC ATTN: ART PLANTE 13700 REIMER DRIVE NORTH SUITE 100 MAPLE GROVE, MN 55311 763— 285 — 4 795 PARCEL DATA:, GROSS SITE AREA: —56. 45 AC. EDMONDSON AVE ROW —1. 99 AC NET DEVELOPABLE. N54.46 AC PROPOSED SINGLE FAMILY' 180 LOTS, 62' SINGLE FAMIL Y (50'x6O' PAD): 56 LOTS 52' SINGLE FAMIL Y (40'x6O' PAD): 27 LOTS 52' SINGLE FAMILY VILLA (40'x80.5' PAD): 6 LOTS 62' SINGLE FAMILY LOT (50'X63' PAD): 18 LOTS TO WNHOMES. 73 LOTS OVERALL NET DENSITY, 3.31 UNITS/AC. 180 UNITS / 54.46 AC NET DEVELOPABLE AREA. TOTAL OPEN SPACE: —15. 79 AC. OUTLOT A —3.46 AC OUTLOT B —2.87 AC OUTLOT C —4.12 AC OUTLOT D —5.03 AC OUTLOT E 13,559 S.F SHEET INDEX SHEET NO. DESCRIPTION 1 FINAL PUD DEVELOPMENT STAGE PLAN 2 EXISTING CONDITIONS PLAN (NORTH) 3 EXISTING CONDITIONS PLAN (SOUTH) 4 FINAL PUD PLAN (OVERVIEW) 5 FINAL PUD PLAN (NORTH) 6 FINAL PUD PLAN (SOUTH) 7 FINAL PUD TREE PRESERVATION PLAN (NORTH) 8 FINAL PUD TREE PRESERVATION PLAN (SOUTH) 9 FINAL PUD UTILITY PLAN (NORTH) 10 FINAL PUD UTILITY PLAN (SOUTH) 11 FINAL PUD GRADING (NORTH) 12 FINAL PUD GRADING (SOU TH) 13 FINAL PUD EROSION CON TROL PLAN (NORTH) 14 FINAL PUD EROSION CONTROL PLAN (SOUTH) 15 FINAL PUD SIGNAGE, LIGHTING, & MAILBOX PLAN 16/L 101 FINAL PUD NORTH LANDSCAPE PLAN 17/L 102 FINAL PUD SOUTH LANDSCAPE PLAN 18/L 103 FINAL PUD TYPICAL TOWNHOUSE FOUNDATION PLAN ' - o COUN TR Y AVE _ Vicinity Map — Not to Scole SEC. 23, T. 121, R. 25 I.�... 1 // AOENTRY W Ln t� PARK — rt rt � �.i.. O A TON 5� .. . .. . '. '. '. .. CIR NE j .. S :. T .... w �' " �'t '^�^l v� OI^X Z 23 OUTLOT C I N W ¢ /� .. . . ..... - 87TH NE 22 7TH ST NE Z 4 z 3 Ln 0 l Z INFIL TRA TION BASIN0/ 116 .. ... 3 86 TH) S I NE = T' Q Q 4 Q 85 TH ST NE PROJEC T x 11111111 11t1 A- CR SSIN G • - � / 3 2 1 5 A DDl Tl0%l 2 00 .���, NA THA NS i l hereby certify that this survey, plan, or report was prepared by my or under my direct supervision and that I am a duly Licensed Land Surveyor unde the laws of the State of Minnesota- 7; Paul E. Otto 3-2g_25 L . e #40062 Date. OUTLOT A COUR T Icens www. ottoassociates. com DESIGNED DRAWN WAS REBYTHAT DIRECT FICATOREPORT UNDER 'MYSPEC OR THIS SUPERVISION 9 West Division Street C.SO. T.J.B. PREPAREDCERTIFY BY AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER Buffalo, MN55313 UNDER TH ,LAWS OF T� OF MINNESOTA. TTO(763)682-4727 CHECKED r SSOCIATES Fax: (763)682-3522 C.S.O. Coro M. Schwohn tto 3-28-25 LICENSE # 40433 Engineers &Land Surveyors, Inc. DATE: .5TORYWA TER J� BASIN 1 Q` Q L OCA TION I I 1Lk1 U� I I i I i I IN i I I r" X I z z o 5 SW 1/4 oSE 1/4 LU 2 C 2 6 I ` SIXTH A i PROJECT NO: FINAL PUD DEVELOPMENT 24-0314 MEADOWBROOK STAGE PLAN JPB LAND, LLC DATE: SHEET NO. 1 OF 18 SHEETS 3-28-25 MONTICELLO, MN CONSTRUCT -ON PLANS FOR MEADOWBROOK - PHASE ONE r♦IIWWIWEd EINEE IEli E Eli-) l m..mmm,.m!um„Imum„m ,iimm ,mmm dYlYl I _ uIIVV6VIVV6VVVV�VVVhiVVV6VIVV6iVIVVVuVIVYVuYYYVnYYYVuYIYYVuYIYYIIIYYYIIIYYYIIIIYYIIII - � �- ---- "���, ,,, ',„' � �� ------ - - ----- FI)mnNSON A VFNU7� e � IV,JVIVIV�IVIVIVdIiYih iTiYidY�IYIIiiIIIYIImnlYlluwulll llllllllltlulullllllllllllllllllllllllllllllLLllllllllmWWVIVLAIYIYI,�VlmY1,iVIYl1 """''"""""""� 'llllillllllllil1111111iIV'.� V1V,JVIVIVJVIVIV � I _ OUTLOT D I F -TTT—- —17T s ----I I---� L-�LL�L_��L 876 4321 x — — — I L — — MEAD_ O_ WCREST J�IVE I— —1 F T 7 — — — —i F + -I I- + 5 --- I--1 I-t-1 z 2 Q RIVERSTONE A L_ -L -J L_ � {.. \ -' 3 f 7 I— T 7 F T U- I --- �� +� �+ Q OUTLOTD 5 I r m 6 C� r- r- t -1 L_ i V _ 7 y -� � buTcmo co 1 `OJJTL-aT-F- ----- ��\ 3 2 5 w . _ 6 -- \ 3 z Uj 7 co 8 8 I co 19 co /—I—T--T- _ —�n I � I I REV. NO. DATE BY DESCRIPTION 1 4-11-25 T J.B. REVISE OUTLOT C GRADING 16 15 14 13 ,12 DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT C.S.O. T.J.B. WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER TH SLAWS OF T STATE OF MINNESOTA. CHECKED C.S.O. Coro M. Schwohn tto DATE: 4-11-25 LICENSE # 40433 OUTLOT C �uuwuwlallul„VIVIV6�VIVIV6�VIVIVhiVI �VVIiTYIuYIYIYIuYIYIYIuYTIdI�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIQ.IIIIIIIIIIIIIIIIIIIIIIIIIIIllIIm..IuIVIV„19!!VV,.II"'IV„I'I"'I � V -" Q www. ottoassociates. com 9 West Division Street TT Buffalo, MN 55313 (763)682-4727 SSOCIATES Fax., (763)682-3522 Engineers & Land Surveyors, Inc. OUTLOT A / OOYLD�T E SHEET INDEX SHEE T NO. DESCRIPTION 1 CO VER SHEE T 2 GENERAL L A YOU T 3-4 REMOVALS PLANS 5-8 SWPPP SHEETS 9-10 GRADING PLANS 11-15 SANITARY & WA TERMA/N PLANS 16-20 STREET & STORM SEWER PLANS 21 OU TL O T STORM SEWER PROFILES 22 /N TERSEC TION DETAILS 23 TURN LANE & TRAIL PLAN 24 - 29 DETAIL SHEETS NO TES ALL S TREE T CONSTRUCTION SHALL CONFORM TO THE MOST RECENT EDITION OF THE CITY OF MON TICEL L 0 STANDARDS & SPECIFICATIONS. ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE MOST RECENT EDITION OF THE CITY OF MONTICELLO STANDARDS & SPECIFICATIONS. ALL STORM SEWER CONSTRUCTION SHALL CONFORM TO THE MOST RECENT EDITION OF THE CITY OF MONTICELLO STANDARDS & SPECIFICATIONS. ALL WATER DISTRIBUTION CONSTRUCTION SHALL CONFORM TO THE MOST RECENT EDITION OF THE CITY OF MONTICELLO STANDARDS & SPECIFICATIONS. PAVING SHALL NOT START UNTIL SUBGRADE COMPACTION TESTS HAVE BEEN TAKEN AND ROADWAY CONDITIONS ARE APPROVED BY THE ENGINEER. CITY WILL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS INCURRED THAT IS ASSOCIATED WITH VARIATIONS IN THE U TILI TY AS —BOIL T ELEVATIONS. THESE ELEVA TIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. MEADOWBROOK - PHASE ONE JPB LAND, LLC MONTICELLO, MN url� p 100 200 Feet SCALE: 1 "=100' OWNER: 4—D SISTERS INVESTMENTS, LLC A T TN: GREG OL SON 1645 10TH STREET SE BUFFALO, MN 55313 OEVEL OPER: JPB LAND, LLC ATTN: ART PLANTE 13700 REIMER DRIVE NORTH SUITE 100 MAPLE GROVE, MN 55311 763— 285 — 4 795 PRIOR TO ANY EXCA VA TION THE CON TRAC TOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND U TIL I TIES. CALL 48 HOURS BEFORE DIGGING: GOPHER STATE ONE CALL: TWIN CITY AREA 651-454-0002 MN TOLL FREE 1-800-252-1166 THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN /N AN APPROXIMATE WAY ONLY, THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES PRIOR TO ANY CONS TRUC TION. GOVERNING SPECIFICATIONS.* — THE LATEST EDITION OF THE MNDOT "STANDARD SPECIFICA TIONS FOR CONS TRUC TION. " — 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 MINNESO TA. — THE CITY OF MONTICELLO ENGINEERING MANUAL & DETAIL PLATES. — MINNESO TA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MN MU TCD) Vicinity Map Not to Scole SEC. 23, T. 121, R. 25 ,AOENTRY Q PARK �EA�TON tE ,j, I/�/ w z N ✓ ✓ Q /� I 87TH NE 0 7TH ST NE I Q 86 TH� S ! NE W I 2� 85TH ST NE \. d PROJECT Q LOCA TION � z I SW 114 o SE 114NE I I � I L--- APPROVED BY MONTICELLO CITY ENGINEER ------- ----------------------------- DATE PROJECT NO: COVER SHEET 24-0314 DATE: SHEET NO. 1 OF 29 SHEETS 3-28-25 w SHEE T VIEW 9 SHEET uiEw 41 i-4: I I I FTTF-�-7T L -i i- L -J- 1 .1 Al I , I L ISHEE rVIEW S��-1 1UTL r-nA,IrlAi^/1A I V / LZ-L V .� L/ / OUTLOT LU — — — z OUTLOT D I I I I r -� �- -I I- -�--- - -I mil_ -I L -1- --J - -� -1 � � � —1' � � bUTc-o I • 1 / \ _O-UTL-O-T`F �� Uj 1 �-- — — — -J SHEET VIEW 11 3 Uj 4 � 8 r 8 7 I co i LU 7 9 00 16 15 14 13 i ► I 12 2 f REV. NO. DATE 1 4-11-25 BY DESCRIPTION T J.B. REVISE OUTLOT C GRADING DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT C.S.O. T.J.B. WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER TH �LA44S OF T� OF MINNESOTA. CHECKED C.S.0. Coro M. Schwohn tto DATE: 4-11-25 LICENSE # 40433 www. ottoassociates. com 9 West Division Street TT Buffalo, MN 55313 (763)682-4727 SSOCIATES Fax., (763)682-3522 Engineers & Land Surveyors, Inc. I 1 W Q ICI T SHEET DESCRIP TION REMOVALS SHEET NO. SWPPP/GRADING SHEET NO. SA NI TA R Y & WA TERMA IN SHEE T NO. S TREE T& S TORM SHEE T NO. �I MEADOWBROOK - PHASE ONE JPB LAND, LLC MONTICELLO, MN p 100 200 Feet SCALE: 1 "=100' OWNER: 4—D SISTERS INVESTMENTS, LLC A T TN: GREG OL SON 1645 10TH STREET SE BUFFALO, MN 55313 DEVEL OPER: JPB LAND, LLC ATTN: ART PLANTS 13700 REIMER DRIVE NORTH SUITE 100 MAPLE GROVE, MN 55311 763— 285 — 4 795 SHEE T VIEW 1 2 3 4 5 6 7 8 9 3 4 7,9 8,10 11 12 13 14 15 16 17 18 19 20 21 23 PROJECT NO: GENERAL LAYOUT 24-0314 DATE: SHEET NO. 2 OF 29 SHEETS 3-28-25 ✓ I / I o 3 / soCn 2 3 4 5 w Surmountable_ _ •--' (-Mn I 0 Curb & Gutter 6, NON o(n rn� / Conc.-\0 *, �. Benchmark: T.N.H. ya / FF=959.03 Existing I / Elevation=962.32 Feet N.A. V.D. 1988 / c� c ✓ I 5 House \., m (� / co cfl �s , O 5 c9cr �o sQ 4 958.67 - `y: �' p°� / -Fence -X955.78 - W^ `� SS `n SS' W V 7 0' �0 5 �'o `ems .. 6 p j 0. h�° X958.81 oV l L_ lJ l 0� ✓ ` X �� \ g61• g60•� cn;;. i 5 - 958- i :::<: . :sss �LLY..� L .. 9s 9 3 Conc} Sideolk-...-...-.. 51 -- 50 50 9 F 0 Existing �o w:;:; -� ` �, \ 0yF Q rsr Oy I h \ /¢OiC o Xg5 j ;\hed rn /' 9S6o = 60 ssss �... Lilacs �P E \ \ x- PAR 53.78 956- -Fence- : 9s r5"P/NE \ / 9� l r7 PINE �TPINE _ o a Fence- _...-��- 6' 6 PINE / G' :..,:... ..._• - '�` g \ 5'PINE-\ r un� un I .inc vnc J-PC J �- 0 15. o� c4• / _ --r(-_ (�) 1,t t uht unt + t ��r r nt 10"CEDA 8 SF �`, SF 5 $F $ 'S` » 5�.21Y s O 6 PINE 2"CEDA 9\ 6, .� so 9 o PARK g o 0/y o Electric tn Transmission J 10 P/N g5g 2 - �3f - SF o S� N F / Easement per Doc. f 5F SF, 0 _� \ \ ,✓ h 9 cA X958.52 o D 95 . yF No. 4754 \ SF R Field Line-'\ \ 25 s3>2 X953.52 1 \ - - - - - - - I " X953.39 1 % '��. 0 <>> 1 0 -e- - f - - - - - 9p� a.,`Utility Easement per °' co 25 �/� y� - \ - - / --o \ 957.43 X X 957.34 1 1 / 6/ / 958.0 qS� / / Doc. No. 634336 X958.58 I 2 88 I \\53 °' S N rn I `n I u 1 \ �(���\ --\NF F oh /4 ,s / \ / �\;•>G� ( Conc. 0/4- F 55.5% "� �( s'. 1 / I \ i' / .ls�,� X958.54 rn .----Pod \S . rn �; I w 0,� \ I �\ SO (/\ `t o coo so \ Existing X I �� '�►n F 1 \ ��\F h�F 61s ``� ` / / , s I /yF Q o / s O^ House of �n o; \ oo u -Co c. 959.36 / moo^ roo °s9s I '' -Bit. Driv ON- y oo �y6 / / 8 J X X959.33 = 0 �\\\� 95 ... 958.59X 7 g60/ \ I o 9419.33 X 958.85 I, I! X j o\ �\ 3 ��. I rn, co ho rh hF � 0 \ / X960.21/ h0 of Bit. N ` .._Edge 0 0 \. y : y � l�' / S ss I \ F I o F I I l� / X 47 9 � �... � OyF �... - ... - ... -...-CONSTRUCTION LIMI� ..\ � / \ W N� - o rnIOyF '/ - 956. \ I 9 X 964. 0 \ \ �y9 4 oyF OyF\ \ \ X959.50 \.• \ IN, % \ \ \ ssO \ \/ � 58.149 \ \ �I \ g 56'/ / 960. oyF //F I 9 Con, ON- 963123 •�. \ _ 964 -\ 96 y �� "�.. g5$ -966� �� `32� \ 96�3 6 �\( �6� 1::. l�f; . OyF \ l - ` �•. \ '\ FF=96,L54 �1 �960 0 S 9 -964� f�"F \ / �.. 'CyF \\6sr- i0 962� ��� Oo os� ... / 5� _..._Exist,ng Hoi N g60. 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V� �( 10""B/RGITWIN- - X O/yF 950.0` \ X9S�o 10�H7pL T- .._... w I 963.85 \ F X \ �- O/yF `s » \ y x 10 o Oy X950.20 O F ---9,54_ 9521%<9 \ X960.24LA O rJ / Oy \� n,F \ h� / ON, 956 \ n� \ / �:: F \ Oy C hp 5 . 7 \ \ 0 ON -Fence o o F / , X I� I yF N '1 o 1 W a ^ I I �'p I \ _ ` oyF \ \ \\�� OyF / gA�y �h� oyF I o \ \1h o oyF hh� \hh6 2 L \ g yF w �,z �• . <> I I�- \ O//F 00. X 963.80 \ /01 ON- `yam \ O rn hF o 962.20 _ yF OyF � ONF 0 960.1 I I ON'- . / \ 954 \� rnwl I L...I I 3 ..` I 1 / z to / \ o \ OyF O�y 961.64 949.9F j ✓ \ -f \ III zI �/ F I r \ � \g / Oy \ \OCF �X943.20 CIA o Ip w /I \ / X960.1s 6O� / f F\ ! F ` \ / i °hF / ��Ln I LLJ �h / �o oa a a� oyF \ 0 m / \ X960.31 � � O � \9S o i�, w I� �� ,�h' . �y U TL O T X966.76 l 959,181 X Od 9 62.4 9 Z51, a 9so�-X10 I `? \ 966 Oh�F I I I X 95 81 7 I I MA TCHLINE I���r-.-.-.-.-.-.-•-•-•-%.-.-.--- -•-• •- - - �� -� ��x9 � �SEESHEET4 .-f-.-.-.-.-. .-.-.-.-.-. .-.-. �.-• N•\�y 941.7-7 X966.87 1 I I X960. I h \\\\ d 6 _ :R Structure 0 60 120 Feet SCALE: 1 "= 60' LEGEND denotes Deciduous Tree Saved denotes Coniferous Tree Saved denotes Deciduous Tree Removed denotes Coniferous Tree Removed SF denotes Pre -construction Silt Fence REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION T. www.ottoassociates.com MEADOWBROOK -PHASE ONE EXISTING CONDITIONS & PROJECT NO: C. S. 0. J.B. AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER THE THE 9 West Division Street 24-0314 CHECKED UNDER LAW OF ST E OF MINNESOTA. TTO Buffalo, MN 55313 J P B LAND L L C REMOVALS - NORTH (763)682-4727 C. S. o. coro M. Sc Jw28.20tto SSOCIATES Fax (763)682-3522 M O N T I C E L LO, M N SHEET NO. 3 OF 29 SHEETS DATE: 3-28-25 DATE: LICENSE # 40433 Engineers &Land Surveyors, Inc. M 5 962. o X960.19 gs�� / .,e` / yF \ \ \ / oNF / �n rn X942.06� LU F � p IX961. 46 �'Q. yF / /yam r�2� Ljj \ '\ x960.31 / p`�\\`9S? h / gs¢ / /' TL 0 T A pyF Q P2 �o / X966.76 J 959,181X p� Chi p ?� % F \ 9 �•... � I I / / / \ X960.70 / \pyF � / � 0 SEE SHEET 3 • - - - - - I. - - - - - - - - - - - - - - - - - - - - - - - . - . - - - - . - . - . - . - . - 9h - - - - - •I I•��r� .� I 1 � I 4 7 MA TCHL/NE --� X960.73 N I�25� 125 X 966.87 1 \ I \ I Structure C,` Play_ � �... I... '"� Q I \ \ I Fence x� o� \ Si fro 2 O ��I I W / 1 r I z �� i I X966.99 \ \ 954.72 I - 963.79 X / \ \ 1 u� n ' 1 I.�X963 66 \ \ h 8 965. � 966.8 9 g67.49 J 2 1 22 87TH ST NE Bit. Roa" d..7 Curb & Jv Gutter _• 96 Conc. Walker 9r A6g 6 21 1 �� w X 963.48 \ 6" M 10'ELM ' I I X 966.78 \ • ;srsr>r -CONSTRUCTION L/MITS--• :•;X962.61 / \ I 10 ELM '�22 20 \ 12'ELM� s# I �• X962.75 -962 1958J IX95�47 V � ����������������F����������t•��fit•�� t•��■iFiiT� /962/ '\ /-..._..._... 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I / I oLr64�WIN /X96 6.38\ _ \ / (8f1ELM / I • .. ........J 10LM� '•� - - -1102'E"ELLMM 7 "ELM / • 4'ELM X965.41 w 966.34X 10"LX967.90 'PO ARDM `� coo q3�ELI7"P-8'ELM W y 941. 7-7- . \ \\9 6\ -944 - Fence 9Sg� 0 7 N tl 1 �<960.16 6 F- V) �\ y x 9SR J 5 X 954.69 "-Fence r� \ IDT 49h6�/0 ❑T •- 55•��,r kMOVE EXIST. CURB & GUTTER 2 -Conc. idewalk Surm un table •' / j --Curb & Gutter F- / / X959.17� \ X958.68 � n 59 63 - 9.2 S7T--.NE 0 60 120 Feet SCALE: 1 "= 60' LEGEND Q denotes Deciduous Tree Saved denotes Coniferous Tree Saved denotes Deciduous Tree Removed denotes Coniferous Tree Removed SF denotes Pre -construction Silt Fence REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN I HEREBY CERTIFY THE THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION T. www.ottoassociates.com MEADOWBROOK -PHASE ONE EXISTING CONDITIONS & PROJECT NO: C. S.O. J.B. AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER THE THE 9 West Division Street 24-0314 UNDER LAW OF ST E OF MINNESOTA. CHECKED TTO Buffalo, MN 55313 J P B LAND L L C REMOVALS - SOUTH (763)682-4727 C. S. o. coo M. Sc Jw28.20tto SSOCIATES Fax (763)682-3522 M O N T I C E L LO, M N SHEET NO. 4 OF 29 SHEETS DATE: 3-28-25 DATE: LICENSE # 40433 Engineers &Land Surveyors, Inc. GENERAL PROJECT INFORMATION PROJEC T L OCA TION AND NARRA TI VE: THIS PROJECT CONSISTS OF A 60 L 0 T RESIDENTIAL SUBDIVISION IN MON TICELL 0, MN. THE SITE IS L OCA TED NEAR L ONGI TUDE — 93. 7939, LATITUDE 45.2794. THE SITE IS ACCESSED FROM EDMONSON AVE SE. CONSTRUCTION A C TI VI TIES INCLUDE, CLEARING & GRUBBING, GRADING, SANITARY SEWER, WA TERMAIN & STORM SEWER INSTALLATION, CURB & GUTTER, BITUMINOUS PAVING, PRIVATE UTILITY INSTALLATION, LANDSCAPING, AND HOMEBUILDING. CONSTRUCTION IS PLANNED TO BEGIN SUMMER OF 2025 AND COMPLETED FALL 2025, WITH HOMEBUILDING ANTICIPATED TO EXTEND THROUGH 2O27. EXISTING LAND USE: THE PROPERTY CONSISTS OF CROPLAND. S1 TE DRAINAGE: THE S1 TE DRAINS EASTERL Y TO EXISTING STORM SEWER W1 THIN THE HUNTER'S CROSSING DEVELOPMENT, AS WELL AS, INTERNALLY INTO PREVIOUSLY GRADED DEPRESSIONS WITHIN THE LARGE ELECTRIC EA SEMEN T ON THE PROPERTY. RESPONSIBLE PARTIES: THE SWPPP DESIGNER, CONSTRUCTION SWPPP MANAGER, AND BMP INSTALLER MUST HAVE APPROPRIATE TRAINING. TRAINING DOCUMEN TA TION FOR THE SWPPP DESIGNER IS INCLUDED ON THE NARRA TI VE SHEET THE CON TRA C TOR SHALL ATTACH TRAINING DOCUMEN TA TION TO THIS SWPPP FOR THE CONSTRUCTION SWPPP MANAGER AND BMP INSTALLER PRIOR TO THE START OF CONS TRUC TION. OWNER SWPPP DESIGNER CON TRA C TOR CONS TRUC TION SWPPP MANAGER PARTY RESPONSIBLE FOR L ONG TERM 0&M ENTITY 0 TTO ASSOCIATES, INC. TBD TBD CITY OF MON TICELL 0 CON TA C T PERSON PHONE EMAIL CARA SCHWAHN OTTO 763-682-4727 CA RA @0 T TOA SSO CIA TES. COM Design of SWPPP cert. — Expires 2028 MAT STANG 763-271-3274 MA TSTANG@MONTICELLOMN. GOV PROJECT AREAS: PARCEL SIZE = 38 ACRES AREA OF DISTURBANCE = 36. 7 ACRES EXISTING AREA OF IMPERVIOUS SURFACE = 0.86 ACRES POST— CONSTRUCTION AREA OF IMPERVIOUS SURFACE = 18.01 ACRES TOTAL NEW IMPERVIOUS SURFACE AREA CREATED = 17.15 ACRES S TORM WA TER MA NA GEMEN T X WET SEDIMEN TA TION BASIN X /NFIL TRA TION/FIL TRA TION X REGIONAL POND PERMANEN T S TORM WA TER MA NA GEMEN T NO T REQUIRED NPDES WATER QUALITY VOLUME = 17.15 X I" = 62.255 CF INFIL TRA TION BASIN VOLUME = 75,460 CF A COPY OF THE S TORM WA TER MANA GEMEN T REPORT (INCLUDING DESIGN INFORMATION, DRAINAGE DIVIDES, AND CALCULATIONS) ARE PART OF THIS SWPPP AND WILL BE PROVIDED UPON REQUEST TO THE ENGINEER. Monticello E 7THS ho y� 1807f 7TH ST A CONS TRUC TION SEQUENCING: s2 1) PRECONS TRUC TION MEE TING. WETLAND — tiE� f� R NO SCALE 2) INSTALL PERIMETER SEDIMENT CONTROL, ROCK CONSTRUCTION ENTRANCE, & INLET ° PROTECTION ON EXISTING INLETS. 3) STRIP TOPSOIL & STOCKPILE. SGN0 BLVD ', 4) ROUGH GRADE S1 TE. TRUNK STORM SEWER I 5) RESPREAD TOPSOIL IN AREAS NOT DISTURBED BY UTILITY WORK & INSTALL TEMPORARY �- ' STAB/LIZA TION. 600TH r 0 �\F.% i Fl 6) INSTALL SIL T FENCE AROUND BASINS. 700 sr! 7) INSTALL UTILITIES. EXISTING &PROPOSED BASINS I — 8) INSTALL RIPRAP ENERGY DISSIPA TION WI THIN 24 HOURS OF FES INS TALLA TION. 9) INSTALL INLET PROTECTION ON STORM SEWER INL E TS. PROJECT SI TE �-� �, � � 10) CONSTRUCT STREETS. L7 11) RESPREAD TOPSOIL OVER REMAINING SITE. LEAVE TOPSOIL 2" BELOW CURB FOR EROSION CON TROL. c ssTH ST 12) PRI VA TE U TILI TY INS TALLA TION. 1\6° 13) STABILIZE & RESTORE REMAINING DISTURBED AREAS WITHIN PERMIT TIMELINE. o - 14) HOMEBUILDING. 15) REMO VE SEDIMEN T CON TROL DE VICES & SUBMI T NO TICE OF TERMINA TION (NO T) TO MPCA / ONCE ALL DISTURBED AREAS HAVE 70% VEGE TA TI VE DENSITY. -5 17 MILE RADIUS 6 iM EROSION & SEDIMENT CONTROL BMP ES TIMA TED QUAN TI TIES: QUAN TI TIES LISTED ARE APPROXIMATE. REFER TO CONTRACT DOCUMENTS FOR EXACT QUA Ti TIES. BMP UNIT QUANTITY RECEIVING WA TERS: SURFACE WATERS AND WETLANDS THAT WILL RECEIVE STORM WATER RUNOFF FROM THE SIL T FENCE LF 7030 SITE AND ARE WITHIN ONE (1) MILE OF THE SITE ARE INDICATED ON THE MAP ABOVE. TEMPORARY MNDO T SEED MIX (0 OR WW) W/TYPE 1 MUL CH AC 10 TER TYPE (DI TCH, POND, SPECIAL, PROH/BI TED, TER2 MND0 T SEED MIX SB W/MND0 T 3885 CA T 3N EROSION CONTROL BLANKET S Y 13400 NAME OF WA BODY IMPAIRED WA WETLAND, LAKE, ETC.) RES TRI C TED WA TER MND 0 T SEED MIX SOUTHERN BOULEVARD (SB) W/TYPE 1 MULCH & TYPE 3 AC 28 FER TI L IZER UNNAMED WETLAND WETLAND NO NO ROCK CONSTRUCTION ENTRANCE EACH 1 POND & INFIL TRA TION INLET PROTECTION EA CH 32 STORM WATER BASINS BASIN NO YES CL. 111 RIP RAP CY 72.9 BIOROLL INLET PROTECTION EA CH 2 SPECIAL, PROHIBI TED AND RESTRICTED WATERS ARE LISTED IN SECTION 23 OF THE MN CONSTRUCTION S TORM WA TER GENERAL PERMIT (MNR 100001). 2 IDENTIFIED AS IMPAIRED UNDER SECTION 303 (d) OF THE FEDERAL CLEAN WATER ACT FOR PHOSPHORUS, TURBIDITY, TSS, DISSOLVED OXYGEN, AND/OR AQUATIC BIOTA. DEWA TERING: 1) PERMI TTEES MUST DISCHARGE ALL WA TER FROM DEWA TERING ACTI V1 TIES IN A MANNER ONSI TE SOIL S: THAT DOES NOT CAUSE EROSION OR SCOUR IN THE IMMEDIATE VICINITY. HAUGO GEOTECHNICAL SERVICES PERFORMED 12 SOIL BORINGS AND 4 DOUBLE RING 2) PRIOR TO DISCHARGE PERMI TTEES MUST TREAT STORMWA TER WITH APPROPRIATE BMPS INFIL TROME TER TESTS ONSI TE. THE BORINGS ENCOUNTERED ABOUT 2 FEET OF TOPSOIL. SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT DOWNSTREAM SURFACE SOILS BELOW THE TOPSOIL CONSISTED OF POORLY GRADED SAND, POORLY GRADED SAND WATERS OR PROPERTIES. PERMI TTEES MUST VISUALLY CHECK TO ENSURE ADEQUATE Wl TH SIL T, SIL TY SAND AND SAD LEAN CLA Y. GROUND WA TER WAS NOT ENCOUNTERED IN TREA TMENT HAS BEEN OBTAINED. THE BORINGS. A FULL REPORT WILL BE PROVIDED UPON REQUEST. REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN I HEREBY CERTIFY 1 4-11-25 T.J.B. REVISE OUTLOT C GRAD/NG WAS PREPARED BY THAT THIS PLAN, SPECIFICATION, OR REPORT ME OR UNDER MY DIRECT SUPERVISION www.ottoassociates.com MEADOWBROOK ONE PROJECT NO: C. S.O. C. S. 0. AND THAT I AM A UNDER THE LAWS DULY LICENSED PROFESSIONAL ENGINEER OF THE STATE F MINNESOTA. 9 West Division Street -PHASE SWPPP INFO 24-0314 CHECKED ^ JJU Buffalo, 553 93 (763)682-4-4727 J PB LAND, LLC -PROJECT C.S.o. Coo M. Schwohn Ott SSOCIATES Fax: (763)682-3522 MONTICELLO MN SHEET NO. 5 OF 29 SHEETS DATE.' 3-28-25 DATE: 4-11-25 LICENSE # 40433 Engineers &Land Surveyors, Inc. , EROSION PRE VEN TION PRACTICES: ALL EXPOSED SOIL AREAS (INCL. STOCKPILES) MUST BE STABILIZED. STABILIZATION MUST BE INI TIA TED IMMEDIATELY TO LIMIT SOIL EROSION BUT COMPLETED IN NO CASE L A TER THAN 14 DAYS AFTER THE CONSTRUCTION A C TI VI T Y IN THA T P OR TION OF THE SI TE HA S TEMP ORA RI L Y OR DERMA NEN TL Y CEASED. TEMPORARY TURF RESTORA TION SHALL BE MNDOT SEED MIX OATS (SPRING/SUMMER) OR WINTER WHEAT (FALL) @ 100 LB/ACRE WITH MNDOT TYPE 1 MULCH @ 2 TONS/ACRE (DISC ANCHORED) OR APPROVED EQUAL. S TABILIZA TION MUST BE INI TIA TED IMMEDIA TEL Y BUT IN NO CASE COMPLETED LATER THAN 7 DAYS IF DRAINING TO AN IMPAIRED WATER (14 DAYS IF NOT), A F TER THE A C TI VI T Y IN THAT PORTION OF THE SITE HAS TEMPORARILY OR DERMA NEN TL Y CEASED. DERMA NEN T TURF RES TORA TION SHALL BE MND O T SEED MIX SOU THERN BOULEVARD (SB), OR EQUAL, @ 160 LB/ACRE WITH MNDOT TYPE 1 MULCH (2 TONS/ACRE) AND 22-5-10 TYPE 3 FERTILIZER (350 LBS/ACRE). THE FOLLOWING SHALL BE INSTALLED WITHIN 24 HOURS OF CONNECTION TO SURFACE WATER: 1) S TA BI L I ZA TI ON OF THE NORMAL WETTED PERIMETER OF A N Y TEMPORARY OR PERMANENT DRAINAGE SWALES WITHIN 200' OF EDGE OF SITE OR CONNECTION TO SURFACE WATER SEDIMENT CONTROL PRACTICES: DOWN GRADIENT BMPS, INCLUDING PERIMETER BMPS, MUST BE IN PLACE BEFORE UP GRADIENT LAND -DISTURBING ACTIVITIES BEGIN AND SHALL REMAIN IN PLACE UNTIL FINAL S TABILIZA TION. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTROL SEDIMENT -LADEN SURFACE WATER FROM LEAVING THE CONSTRUCTION ZONE. ALL MOBILIZED SEDIMENT THAT HAS LEFT THE CONSTRUCTION ZONE SHALL BE COLLECTED BY THE CON TRA C TOR AND PROPERLY DISPOSED OF AT NO ADDITIONAL COST TO THE 0 WNER. TEMPORAR Y SOIL S TOCKPILES SHALL HA VE SIL T FENCE OR 0 THER EFFEC TI VE SEDIMENT CONTROLS INSTALLED AT THE BASE ON THE DOWN GRADIENT PERIME TER. DUST CONTROL MEASURES SHALL BE IMPLEMENTED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND WITHIN 4 HOURS OF NO TIFICA TION BY THE Cl T Y. SWPPP AMENDMENTS AND SUBMITTALS: CON TRA C TOR MUST PREPARE A SWPPP AMENDMENT AS NECESSARY TO INCLUDE ADDITIONAL BEST MANAGEMENT PRACTICES (BMPS) TO ADDRESS THE FOLLOWING SI TUA TIONS: 1) CONTACT INFORMATION AND TRAINING DOCUMEN TA TION FOR CONSTRUCTION SWPPP MANAGER AND BMP INSTALLER 2) THERE IS A CHANGE IN CONS TRUC TION ME THOD OF PHA SING, OPERA TION, MAIN TENANCE, WEA THER OR SEASONAL CONDI TIONS NO T AN TICIPA TED DURING THE DESIGN OF THE SWPPP. 3) ADDITIONAL OR MODIFIED BMPS ARE NECESSARY TO CORRECT PROBLEMS IDENTIFIED IN THE FIELD. 4) THE SWPPP IS NOT CONSISTENT WITH THE TERMS AND CONDITIONS OF THE PERMI T THE CON TRA C TOR SHALL KEEP COPIES OF ALL SWPPP AMENDMENTS, WEEKLY EROSION AND SEDIMENT SCHEDULES, INSPECTION LOGS, AND MAINTENANCE LOGS WITH THE FIELD COPY OF THE SWPPP. INSPECTIONS AND MAINTENANCE: THE CON TRA C TOR MUST HAVE A TRAINED PERSON TO ROUTINELY INSPECT THE CONSTRUCTION SITE ONCE EVERY SEVEN (7) DAYS DURING A C TI VE CONSTRUCTION AND WI THIN 24 HOURS OF A RAINFALL EVENT GREA TER THAN 0.5 INCHES IN A 24 - HR PERIOD. INSPECTION LOGS SHALL INCLUDE ANY CORREC TI VE MEASURES TO BE TAKEN. ALL INSPECTIONS MUST BE RECORDED AND RECORDS RETAINED WITH THE SWPPP ON SITE. THE SWPPP, ALONG WITH INSPECTIONS AND MAINTENANCE RECORDS, SHALL BE RETAINED FOR THREE YEARS AFTER SUBMITTAL OF THE NOTICE OF TERMINATION (NO T). ALL NON-FUNCTIONING BMPS AND THOSE BMPS WHERE SEDIMENT REACHES ONE-HALF (2) OF THE DEPTH OF THE BMP, OR IN THE CASE OF SEDIMENT BASINS ONE-HALF (2) OF THE STORAGE VOLUME, MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW. INLET PROTECTION DEVICES SHALL BE CLEANED ON A ROUTINE BASIS SUCH THAT THE DEVICES ARE FULLY FUNCTIONAL FOR THE NEXT RA INS TORM EVENT. REMOVAL AND DISPOSAL OF THE SEDIMENT SHALL BE INCIDENTAL TO THE CONTRACT. ROCK CONSTRUCTION ENTRANCE(S) SHALL BE CLEANED AND REFRESHED AS NECESSARY TO CONFORM TO DETAIL. SEDIMENT TRACKED ONTO S TREE TS DURING WORKING HOURS MUST BE RECLAIMED VIA SWEEPING WITHIN 24 HOURS OF DISCOVERY. POLLUTION PRE VEN TION: ALL SOLID WASTE GENERATED B Y/COLLECTED FROM THE CONSTRUCTION SITE MUST BE DEPOSITED IN A DUMPS TER. BUILDING PRODUCTS AND LANDSCAPE MATERIALS SHALL BE PLACED UNDER COVER (I.E. PLASTIC SHEETING OR TEMPORARY ROOFS). THIS ALSO APPLIES TO PESTICIDES, FERTILIZER AND TREA TMEN T CHEMICALS. NO CONSTRUCTION MATERIAL SHALL BE BURIED OR BURNED ONSI TE. ALL HAZARDOUS MATERIALS (OIL, GASOLINE, FUEL, HYDRAULIC FLUIDS, PAINT, ETC) MUST BE PROPERLY STORED IN SEALED CONTAINERS TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MINN. R. CH. 7045. CONTRACTOR SHALL ENSURE ADEQUATE SUPPLIES ARE AVAILABLE TO CLEAN UP DISCHARGED MATERIAL AND THAT AN APPROPRIATE DISPOSAL METHOD IS AVAILABLE FOR RECOVERED SPILLED MATERIALS. CON TRA C TOR MUST REPORT AND CLEAN UP SPILLS IMMEDIA TEL Y. ALL VEHICLES LEFT ONSI TE SHALL BE MONITORED FOR LEAKS TO REDUCE THE CHANCE OF CON TAMINA TION. EXTERNAL WASHING OF TRUCKS OR OTHER CONSTRUCTION VEHICLES, ENGINE DEGREASING, NOR CONCRETE WASHOUTS ARE ALLOWED ON SITE. TRUCKS ARE TO USE SELF-CONTAINED WASHOUT SYSTEM. PORTABLE TOILETS SHALL BE SECURED FROM BEING TIPPED OR KNOCKED OVER. ALL SPILLS SHALL BE CLEANED IMMEDIATELY UPON DISCOVERY. SPILLS LARGE ENOUGH TO REACH THE STORM CONVEYANCE SYSTEM SHALL BE REPORTED TO THE MPCA S TA TE DUTY OFFICER AT 1- 800- 422- 0798. FINAL STABILIZA TION: TOPSOIL SHALL BE PLACED IN A MANNER TO MINIMIZE COMPACTION (L 0 W GROUND PRESSURE DOZERS, TRACKED EQUIPMENT, ETC). VEGE TA TI VE COVER MUST CONSIST OF A UNIFORM PERENNIAL VEGE TA TION WITH A DENSITY OF 70% OF ITS EXPECTED FINAL GROWTH. PERMA NEN T S TORM WA TER TREA TMEN T S YS TEMS MUS T BE CL EA NED OF A N Y A CCUMUL A TED SEDIMEN T PRIOR TO SUBMI T TING THE NO T ALL TEMPORARY EROSION CONTROL MEASURES AND BMPS MUST BE REMOVED AS PART OF THE FINAL SITE S TABILIZA TION. THE OWNER SHALL SUBMIT A NOTICE OF TERMINATION (NOT) AFTER ONE OF THE FOL L O WING HAS BEEN COMPLETED, WHI CHE VER OCCURS FIRST. 1. WITHIN 30 DAYS AFTER FINAL STABILIZATION (PERMIT SECTION 13) IS COMPLETE. 2. WITHIN 30 DAYS AFTER SELLING OR OTHERWISE LEGALLY TRANSFERRING THE EN TIRE SI TE. 3. IF 90% (BY AREA) OF ALL ORIGINALLY PROPOSED CONSTRUCTION ACTIVITY HAS BEEN COMPLETED AND PERMA NEN T C 0 VER HAS BEEN ES TA BL I SHED ON THOSE AREAS. REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION www.ottoassociates.com MEADOWBROOK -PHASE ONE STO R M WAT E R POLLUTION PROJECT NO: C.S.O. C.S.O. AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER CHECKED UNDER THE LAWS OF SHE STATE MINNESOTA. TTO(763)682-4727 9 West Division Street Buffalo, MN55313 JPB LAND, LLC PREVENTION PLAN NARRATIVE 24-0314 w&'u I'A c.s.o. Coro M. Schwohn Otto DATE: 3-28=25 40433 SSOCIATES Fax. (763)682-3522 MONTICELLO, MN SHEET NO. 6 OF 29 SHEETS DATE: 3-28-25 LICENSE # Engineers &Land Surveyors, Inc. i � o D ST ST Uj ST ST L , ��Q �� �� 0; / Existing MH -Rim=957.88 \ -Existing CB Inv=951.71 w / Rim=956.92 i Surmountable t -1�i `t 0 8" DIP Curb &Gutter. Existing MH cscr 12" rn L. a DIP WM \. WM Conc.1 _Rim- �49� 0 T..-Benchmark : L / i /n rye.; ~o FF=959.03- Existing �: .::: Elevation=962.32 Feet `,� House \..._,:; m / Inv=955.10 ` ( ) / c _ _ t 958.67 �15" RCP I N.A. V.D. 1988 955.78 W �3� , l -' s� o� Y..._ V°� /...-Fence ,y`n SS SS' o X S6• g61 • g60 37\�6 ,' i'' 56EX DEP TO�Op X958.81 k N :>s> ,.::sss: F 12 PVC RCP x 6 Con Side alk- - - �' i <> �5 .51 �.• OF GA -91" EX1J TOP 95 S0 50 9Sj �- 0 9 cfl Son. )W :; :;} PROP DEPTH TOP _OF GAS-23" A J / 0 cn Q I ...-16" DIP WM \ s�pX o X95�' - : Shed cT H� 1�q o� Lilacs �... ,r yF 3 :. y / /' Rim=959.80- 9 6p -= 6i1 a'::' >L QF GAS- PROP DEPTH TO TOP v . sir \ 53. 78 9S / n v= 945. 34 S9 OF GAS- 73 Q,-lr,v�95395 Fence \ ti (93.7925, 45.2811)j / -956 _.. : s O �%% - - v Jri :,t;C .8 2 i cc g-_ /� hit %' ::.::::• • :• :::•:::::•::::::•::::• :•:::•:::::•::::::•::::•.....................................• h o 99 �i l,rlt - - . . >,! r1t - - - - � ...:.::�:::.: iii• f.":::............ .:... ..::..............................................................�-.......:.;,^...•'r'tii?•r.�:ii•�ii:i•�iiii•i7.=::::.:�::::.�::.�::::.....................::. t urlt urlt urlt � g r 5� � � o SF•/ Existing MH � ::,.:� o •- 2 I p:9 I � I I I � �:: ::::,9.....::.:�::��.:::...... ................ Sg Feet 9 t# o/y :: B/OROLL INLET _ g58 ar ::: ,� O Rim=956.26 -c��•, - _ Q ;::.. D ;_ ` ,(�-<PROTECT/ON 0 952 I , r= I 5F SF' I � _960 Inv=945.58 o Y k/ 95 4� I 9Q / �� .960 i ) 2 - \ 5 r�zC9sJ J 52 r-- ._ 95 956 95g \ �� SF 958 I I �I I 1 /e ,ne- I I _ _ I I _ �o \� ' `-_ -,962 '- - _ - -X ����� _ -7, 1 I I SCALE: 1 = 60 _ _ -958 ANY WORK WITHIN GAS Q I 7� Qh, - cOf x - - / \ \ '/ r I 57.34 �� I I \\,\ •; ,60f 9 I L_ . - . '-960-_ -... 1 ... EASEMENT SHALL HAVE THE �5� �o o P q� I I /I \X958.58 �• PIPELINE OPERA T )R PRESENT G' 952 I II I "I I ,' (48-HOUR NOTICt.) Qr./ ° o 0 0 0 0 00 0 00°0 0 0 9 / \ I I T-I I I I O �..... \ I �... � w � 0 0 ° 946� o 0 0 0 0 °� h �% I I I I I I �: � ...\...�• � I �: O L- \ O F I' <000000 0° o ff O°c n� 9So 0� 0� -� I � 05 i I ;. I I� �•:•... I I X958.54 I I I co :Con c. Pad oo_ Q, if 9 i6 ti; h oo°o 0 0 o 0 94 \ ---- 706 I I I 7 I I I I Existing 6 950 °o l U -J L------� 964 _ I II I \ 962 I 9 y o I XI `� I� 952 c / \ J �{/ �h N 964 / I I I III �_..�House Co c. / / / Inv. = 94 , 954 l F ¢ o I 1 J °/N / � 9.36 962\ I ��. _ L / I ,....Bit. Driveway 1 y B � --. X959.33 I - / i - Su oun table 0 = O/y I l �-d' 0 9 1 958 962 - / �� �j ,\? _ = 61.71 �...� \ _ FF Cu &Gutter J d tCE R/PRAP� 58.59 / 0 )� 6 \ 964 1 s �- : o Qh'F�' -2 HOURS OF FES�� Oy / 90k0 62� ° `O �-`0O ' g - - - - - - - - x 962 /- ��� / .Dc ohF San. MH \ / - ""`ALLAY/ON �� 95 \ J - _ -__ l°ARK p 6a.a6 0 a .. 95 \� OX 6�2i - - of 13it. \ ^ E� �' rw9 im= 956.52 Q l 6 9 0.21 7 �9 o b �, o :� :... r.. ► rn°C..:;.::_ i p O_ - - 6o h 8 -� J� 1� �;? SS2 SS _.. .:.. _:. /: \ :. / - - - - r j 6U \ 95+0 - 6 1„0 ) ` PV Bit. R d g58 W W ( 9 0 3 F X�47.�9 9 :. 964- r _4+00 9 _ f It \ `-8 �A�-PIP�LII IN'/° - - W �-w` - 9S O : •4. 0.60 - , _ I W» i<958.0 s,� 1 l°hF OUTLCT0/ / / Q �- s� 96O 96 / -1 - y 6�..\ \ �O O� g5g \ DIVE g 1 /' \ S 7 - - \ 956. F I l I I 9'+ // 9 «` ;: " " Yp 8 - S 43i- \ BMX4PARK / _ = = S6 959.50 / s � l ',: ...... ,-// r\ - - - .s 4y I °y \ � L- - f iw�,, - / / 9 �- - 6 2 = \ . �/ Ex rH ro ) uP _ • �8 San. MH S LI J \ F 958�i - 9 S 1= / - - - - - - - 9 �- ��.. �� -Rim=959.33 \\ 95t i � / '�5 s 1- - �� r)< _ \ / /' � 962 � OF GA 3" O \ Inv=946.83 I \ °hF 0 � �� / 956 / / 60. I- �< -I 0 , 0 / 60 / / I cF,1.3 OP DE To TOP I Qi rno ..: y < \ \'95 / �\\'//\// 6 / �` O �I O AS-51 " `CoB t. Driveway LEGEND Existing CB -: .. I ZI � I \ \ -\ �- x 9 ° ° / ,� hF l 109 O / I I (93.79 45.28 I �'\' - SF denotes Pre -construction Silt / 9 �� I 4. ° I �l Q �yX963'23 `% o \ 9s/ \ / / ,\. / I I 5g \ 1.. \-FF=961.22 Fence Rim=955.01-- �_ _g 960� /�j F �h=1 0 - WID A�CCES h / / 9 i�� '•••-FF=961.22 Inv=950.81 0 �- \ \ ° - l / I I / \ \ 0 denotes Post -construction Silt I 1 '4\ 9 �� h� U ° o Eby / / / / / I \ \ �: �'' - FF= 96 .54 Fence aBIT. TRAIL 6DE95 F o� �p�` - \ 962=� o \l l / �' l �1 �� , , 5 \ rL �p -Exist g House denotes In -street Inlet o U 961 • ' \ 6\� / �'� 96b� \ o c�yF / / O O \ I \ o� c\� \:'• 'z� EX DE TH TO TOP L J 9 958- o �, Oy Q \��\ I Ln �'' OF GAS-22" Protection 962 y h - ° - \ / /` 8 \ \ �..._..._ •� F 0� / � � � � - L � �\ I I � _ � `\,���Fence PROP LFPTH TO TOP ` \- �� oyF r denotes Green Area Inlet Conc. Walk-, D I`..'' cp / / \cfl II I O rn 1 _ Qh, / V os \ I \ / O O v I I/ OF GAS-60" ti,...l Protection Existing MH \ \ x v~i I / -96\� I Qjy w� i� \ F ` Q \� - ° x /1 I \ \ _ Rim=961.56-•••\o c I u `` I F F J I v I x •� \� '� I 9 � � sro Po \\ I � � / \ � denotes Cat. 25 Erosion Control Inv=955.11 :6� 66 6� O III °' I 9-y \ \ \H� BOTTO 942. \ 956 95 \ 1 �54 6 \\ \ 956.12 \� �i1 I Blanket w/Ramy Turf Stabilization ��.. i 1h Seed Mix 96 \ \ �• - 946.5 \ - F I �n o� 8 / HW 0 \ \ .. ^ 961.66� st rory rn `-< \ g F 9QQ LACE e* TiN _ - - - - , L �; u T r D °' \a 6Q / "- - OURS OF °� \ \ \ 6 = = 6 - I denotes Cat. 25 Erosion Control rl "I o+do W -- s3o s � sj o5 I - _ - - - - - \ o 0 0 o Blanket w MnDOT Seed Mix 33-262 VI.- o L / 78 9 \ \ \ .. \ INS A T/0 °' \ J \ X9 0 0 0 Bit. Road:/S� S _ / - g 100 6 \°�/ 9S2 �g �,'F� 9g� I \ \ �h - o o = - 953- 54 y -c� o I� s 9 s o °j� h° 0 - ril iiiii-iiii-IIIII II - San. MH : i,W� w � - 0 2.91 � \ '�� � � � S \� �� � \� •� � o ° °°o I � � � I � � 131•I• ' I I =1 I I � hl �I I .952 - I� I " C'�- =11 I r:,o / / 0 9 V x / ,° ° ° ,�-,�°�°�°�• �"° ° < _ �. �. denotes MnDOT Seed Mix 35-241 Rim=961.83-:� �i 2• I �\ o / oy � 8 � J / -I ° ° ° 950 _ o 0 0 � X957.11 .Inv=�.30 gOF� f:•. 2 6 T / 1 `\ F �- F ..t�.' ` °0 0 0948 - - - - 0 4'\ E fisting W/Ty(�e 1 Mulch f \ l•.•'- ' :��, \ xp0 � \ � � •' � � - oy /� - +, �' �.II I - \u� // - <,= \ III � x Curb & Gut ter 0= g �'%` • n, 45.1 9 Buildin L / 9 Conc. Walk--� �i II V / .G%A 8. •�• ��,' / \ \ � �. �- � �no W W W \ W - SFiber Optic Box-.. 0 -: ST\ �S� \ IIi9�TER P g-9.52`sr �R \ 66.0 \ �\ ,5` -_� MWA 9g2.0 - `12 y y I CONTRACTOR SHALL USE LIGHTER Existing CB \� - ♦ \ . II- +': , :' c� �i \ / T 5 7 W W �� W�I o X EQUIPMENT AND/OR BACKHOE /N Rim = 959.20 ;;;: / I _- I �r •.. \/ /\ I I I I I g 0 k 9 I I y �,,! \ _ = Oy _ _ 1 y 0 I / 940y 9 46 W W W aS o /0INFILTRATION BASIN TO PREVENT Inv=955.68 I _-_ 9 I --E _ _ 0 C� NW�� g51. / oo ` �\ W W Y �oS \ Y �\ I:'' I z \ : - - III I N tk - °o 94 i I -_ COMPACT/ON. POST -GRADING INSTALL & w x / 6' : / NWT' o 0 0 0 8 ' \ y I -'ti ' ......- MA/NTA/N ROCK I 8�" 1 3 o y II =\ 1 °� o� SB o W W W'�I I I ...-INFILTRATION I TESTS SHALL MEET A C F�T� 9 2 cy / / 950C,�s j j =' F �'954_ c 'g,50 . o° o° \ MIN/MUM OF j INCH/HOUR. IF TESTS CONSTRUCTION (� , �� 3+ ♦ 960.2 v ��- 56 FAIL, CONTRACTOR SHALL DECOMPACT & EN TRANCE ♦♦ ! / \ \° ° �OyE" RETEST A T THEIR OWN COST. 2 +. \ , gs - I = Q , Q, \, �, / ry oy _ 95s \ ° , I =1 \ , `:: POSS/BL E STAGING C a .. \ 64. s / / h 8 yF ! o h ` ;_ 11= \ \ \ �/ / �Dc �h \ X�55 •. 7 �' I W W �Q W I I 11I \ 4- �..._ , '-Fence AREA & AgA OF " r a 10 7 b \ 0 1 W W h'F\ I \ cn f0 WIDE POND ACCESS BlT TRAI �g v :L • \ QjC j p� / hrb QiyF Cn �- PO TEN TIAL POLLUTION :, o F ••''�:. R C ('� ••• �, _ _ / PLACE RIPRAP WITH/N �11vhI °LTR TON ASIN (�.iii: 1 I,\4• lY X / V' O yf O y` GENERATING AC Tl 1/l TIES (�� I , I _ 6' o S,.[� \ / -'• �•••- HOURS OF FES 45. I O Q � OV \ V �:,,� x \ OO _ W �W W o \ rn,'' oy I �. 3 0 \9 III o �" �I I = ° \I \/ o INS LAT/ON < �g \ / `S8 \ i F ao I o � .� .� so � �. � I � � F 9 04_ � � r33" RC (/(/�) (� n V 1 Q zWl n. Q 962.20's:i N O \ / 1 0/ II ° 960.1 0 °o �QyF� I 1111 �4 v>9��... \� \ _9 j \ W W _ \ iiii �wI I I 966- = 1 / `-' x 0 906 7 / ry\ II o o TqctT EOF �IQ / C> - /�- \ I 0 y I o I F> - I951.0 _� \\ 9g ° rp�' �pc y O F I W W I c 94 46 12 fir,' 2 ` ♦, 6.0 > ° �/CQ /0� Cp 1 I I o Q X10E RIPRAF W/ THIN I I I o 1 ! �� / / � N! o �W F 4 HOURS OF FES-•.. I I \ 1� yF F rS 6 I /� r• �O 9,87 \. 61.64 �' h ° 9. C. \` W `•_: /��•.: ^ \\ °yF I W W W INSTALLATION NF a I I C o 8 60 ° W WQ3 9°2 9° ha W W WoyW F W W / II II Uo� B-I11-I�I 1F\ � �X943\20 O 9 'rn:i X942.\06 oyF \\ \OtK h CP O 3 -VJF I , TG \ \ / (\ R \TRQ/C r�\ \ \ -I \ \ W W W O - / °j �i� °iD`� N- \ • � m _ � I1-V',g ,968 Ill � ' � I/ �'• / I �+.9s I \ \ � � � � y W >�5¢ o 66. 7 X 60.31 / I 6 8 I - o c� , T/ /l T A yF = I �� _ \ \I_ 6g \ \ oo / 5 I I I \ �U_ I Ill , �=, -_ 4 U, 1 6 `-I - 1 o : :` "�.. \/ 1 -960 1 / J I ` �/ EXISTING BASINQ �\ I / O _ 9f� 2q�j ?o 966.7� j 8 I �9 �0ax 5 81 ^ \ / 1 / I n = I x X 68 i op ca \ `�' .IrnI i TL X960.70 962.49 5 . O F �4\ X 10 o 66� 3 4 3 • a' In=s4 \ ONIC- V6 \ -MA U/L/&C . ) ). . -. 09goof- ^ .•, �. - -7 11 �g6-8SSOF___ J \ I-- •-• �•- '�/ g J-8'I� •_'� / x} e \�\•\��941• .\ �-i- Scc 10cc 5+00 Pla%4+0 _ X9 6.87 56 DO LANE oo.1tructu� 4964BA'ELD I s - �o, �- Vft; '//•�{�\� C/ i� REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT MY 1 4-11-25 T.J.B.REVISE PARED BY MEORUNDER www.ottoassociates.com MEADOWBROOK - PHASE ONE PROJECT NO: OUTLOT C GRADING C.S.O. T.J.B.WAS DIRECT ENGINEER AND THATAM A D LICENSED PROFESSIONAL AL ER 9 West Division Street SWPPP (NORTH) 24-0314 2 4-15-25 C.S.O. SEED M1X TYPES UNDER TH LAWS OFT STATE OF MINNEOTA. CHECKED q� ,/ I TTO Buffalo, 55313 (763)682-4-4727 J P B LAND L L C � C. S. 0. Coro M. Schwohn Otto 4-15-25 SSOC Fax (763)682-3522 M O N T I C E L LO� M N SHEET NO. 7 OF 29 SHEETS DATE: 3-28-25 DATE: LICENSE # 40433 Engineers &Land Surveyors, Inc. 6 \� EOF '9 � 950.60 ITt 1951.0 Wl 'LACE R/PRAP TH/N I I / `� / / \ Oy 94J.46 24 HOURS OF FES-••. J 1� F \ INSTALLAT/ON I I I` J I ��\ c �X 943.20 \ X 942.06 co = Sst I - 1 T / / A Oh II 2X / � l / L-v / /—I F� EXISTING BASIN X` X41. ti 10 0 F \ \ONF I 0* In v= 946 —� Xe X 9'41. Av- P/ tructure\ems -944 — Fence 9 ' Fence Sg� -42" RCP —\ I Existing MH n Rim=954.26 0 \ I I In v= 946.82 r, —7 3'R \ (z \ I V) \ I 13 U i � � �<960.16 � 58 I \ Existing CB / \ I /•�•—Rim=952.30 Inv=947.72/ 14 I I 1 I --36 RCP I I K X954.69 �L 5 rn I \-Fence Existing CB �....... -Rim=952.54 / 16 /Inv=947. S6 N II ,95� S`�s' � 956.8 g �'•-21 " RCP �I X .9 ..�36� RCP I p� 6�ry Existing CB g5 /f6 .••—Rim=954.87 •; :• ::• ..,::. Inv 7 5p ------ ` ' C l i San. MH X \ ❑T / Rim=95.74 ... -... g - g55 Inv=943.66 L of Bi�. �. �: - c. j / •. on i ewa 956'� Surm un table � g 8. j :, Curb Gutter _ 9 / San. _MH I r / Rim=958.64 I - 35 D Rim 5.b`1�� v=94 .92 ;\ _ 959.2� rT- n ir- /. IVL_ Exisn g MH I \ I\1 L \ 0)II 1 I ,=55.740 \..._Existing M— H 8365.03 N32+p0 Inimv=94 Rim = 958.40 X 959.17� RCP i • - I � , 36 0 60 120 Feet SCALE: 1 "=60' LEGEND SF denotes Pre -construction Silt Fence denotes Post -construction Silt Fence r1_1 denotes In -street Inlet L. I _j Protection denotes Green Areo Inlet r Protection denotes Cat. 25 Erosion Control Blonket REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 1 4-11-25 T.J.B. REVISE WAS BYOLRUNDER MY YM www.ottoassociates.com MEADOWBROOK -PHASE ONE PROJECT NO: OUTLOT C GRADING C.S.O. T.J.B. A DME DIRECT AL ENGINEER AND THAPART I AED ICENSED PROFESSIONAL 9 West Division Street SWPPP - SOUTH 24-0314 UNDER TH LAWS OFT STATE OF MINNEOTA. CHECKED q� ,/ I TTO Buffalo, -4 55313 (763)682-4727 J P B LAND L L C � C S. o. Coo M. Schwohn -'Otto 4-11-25 ssoc Fax (763)682-3522 M O N T I C E L LO� M N SHEET NO. 8 OF 29 SHEETS DATE: 3-28-25 DATE: LICENSE # 40433 Engineers &Land Surveyors, Inc. GARAGE SIDE G GROUND RODS & GROUND WIRE GARAGE ELEV = G=929.0 L/OUT - FULL BASEMENT LOOKOUT MAY BE IN TEH PROXIMITY OF TOP OF FOUNDATION ELEV TF=929.3 WO - FULL BASEMENT WALKOUT GRADING NOTE . •-"'-POWER POLES. NOTIFY XCEL SELO - SPLIT ENTRY LOOKOUT �•" •• LOW LEVEL ELEV � LL=921.3 p ST S THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE /` ENGERGY IMMEDIATELY IF ONE IS I SEWO - SPLIT ENTRY WALKOUT SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR ENCOUNTERED OR DAMAGED. o LOW OPENING ELEV ► LO=921,3 / /' � � , � � SOG -SLAB ON GRADE SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING `sue '� HOUSE TYPE WO \ Existing MH UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE I ��N� • OUTSIDE GRADE ELEV �x920.8 -Rim=957.88 FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT j r. B / u Inv=951.71 BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND L 92 PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ' , x Surmountable_ _ p _8" DIP �: Curb &Gutter v cam' Existing MH WM \ Conc.1 : �...-Rim 95 9. 60 I .-BT. N hcjhmork: /L / \ - y� FF=959.03 Existing 4 / E/evotlon=962.32 Feet d /1 �� o s ,/ House �... Y .:. ap i` /' - \ .�15" RCP N.A. V.D. 1988 0 60 120 , •• Inv=955.1G Feet yy , l -� G. �ir� / _ a j \ .9ss`/ 958.67 v s / _ l 1",-Fence SS „ ,� �: / o `-� X \ S 1. 0•�46�. -;' p / 5'EX DEPTH T T P �' _ X958.81 SCALE: 1 =60� `�C "" � 6 96 96 . - � = i' O 0 958 R 12 PVC 95 �� -21 " RCP \ x 6 Conc Side olk- - -"' G, I 51 OF GAS- 91 " EZLD 7 TOP - RCP x: ��' I(TH �9 g5 j 03 Existing '�o Son. hL_ /�� -s PROP DEPTH TO TOP _OF GAS-23"� �� A - �' _16" DIP WM sr c, g5 r 1 �r Lilocs-•. _ i ) l '7 Shed \ /`96 °p = \. � '" PROP DEPTH TO TOP i_i l \ I \ L \ aX %� / I i Rim= 959.80- ;q p .:_.. 6 > OF GAS-5 / " 53.78g Fence- -••._\ -956 _• Inv`95395 • -Fence-. 96 ' \ y IL \t c^ 945.34 `S98 . I ) : yY � � 1• (93.7925, 45.28X ' OF GAS-73 - Wig_ S I `\ / 6 g 1 Jr �� 'fl+ F ��`,�'�S� I v L, 95� SF I I S�:/SF F SF SF Q �F ,r� A ,=) l{• Y-.,�.+: Existing MH O_ O �� 8 2 5. 1 •00 1 °' 9S X % x 95 Rim=956.26 �. °hF 952� SF g5 f F SF -T- SIF S(` �d `0 90 - a p� 'r o I SF sf 960 �� 9 su i �� g60 i FOF - lnv=945.58 co -- 5 '�L� 95�' _ 954 g56 \. Sf _ $� S .I S� 0 \I sr -1 _ 96 - - I .... .;• „ = 1 _ g5$ - g5 0 -I 95g' - g58• I �3 h - / 8 - 2 - -,c�_ C•"'": \ y - - j = � �- -g5 ' - T - - - - 95� ANY WORK WITHIN GAS h, - rr 33 6��C 3 I o ^� N ^� 960 / EASEMENT SHALL HAVE THE 5 Tx - -co _ / 95;* 43X = g64. 0 G= 964.0 _ g q PIPELINE OPERA T R PRESENT 4• \ \ �O 4.0 /� G= 964.5 6 TF= 964.3 TF= 964.3 I f 8l co co O X 958.58 88 952 h / O1 Q Q h6 %g A.3 \ I I I TF= 964.8 I \ o�Oi °j °� °� o jC 96 .8 j `-PIPELINE NOTIC ) / \ n,, 1 h 9 0 g6 LL=956.3 L=956.3 I I C=9630 I �• a i1 I1 I 0 O,c- ._...� .._ cF . \ F �� g56.3 \ _ -� LL=956.8 \ I �� k o " 62.8\ 2• \1; \ \ ' `O 9S� / cp \ L�'�9D7 3 \ I L/OUT9.3 I I `IOUr9.3 I L0=959.8 I LL=960.2 I \ �.. �L o'er �„cn I I ter'- �c 9 I - g6 /f L ° \ 946 f h �0 �T I I G I L/our I I LO=9633 I rn _ - -� _...I ... _ _ \ 0 3 �<,°j '-��h'F F =9 '9`SO 0 \ L�° 0 �� �� G� I -� �4 G l U5 SELO I I i I I G=963.0 I I I G _962.2 I$ �Con� \ i \ _ '�\ \ q I- - - - - I I \ %3 TF 962.5 O Pod F lcir 94 94 /j j G I \ / I = I I LL=959.4 II `� rn � '� 8 f - \\ 6 / \� I L � 6 J I \ 962 LL 960. 2 - Existing X I �, _ ��e �950'• 1 F �� \-964-� I r 964 i I L0=963.3 1 I LO-962.5 III �_•:/House Oy N F w /nv. V. 945.76 `�s , �'952� I \ �`!�b' b C�% I I •�h N\ I SELO I SELO -Co c. F a o 9 b/ �62 �o - // <0 \ �55 �r � Inv. - 943. U1 � 954 � h / to �o co � - ,�- � � G � � � G y -::.-: -:::. I 33 1 0 - \ h �q h h r\ / - - - 9.36 '� I fo I L - - - L - �2 1 -Bit. Driveway ,� - N i ,, ,, °' B / X _ _X959.33 va, I x \+ Su ountoble 0'yF„ �i �,� �l 9 .1B 95F 962 +00 I ' I \ \ I 96�5 %: 60 ? - -FF= 61.71 / ...7 CuT &Gutter y; 61 I ° 9�� yx/ / x00 ,�,14 92 J I 964 9 8 \ -962 9 a o I /' i I rn y I \ J l/ 9 / g6 PARK ���/ I 'I \ ON' Son. MI I i \ / I ""� \ v \ g56� \ I 0 i'� 2 - - _ -ARK O - 96158-8� - - - '� - - �--Edges �Ay$ �I - --r1957.99 �' N 956 ~� ? _ - - - % - A r-\ -) n it im= 956.52 Q `n O �\ 0 \ ,� f' g x / va 21 of Bit. 1g S �� 1,' 9+00 I -� - �.- - 96 i 00 >_ �p 8" PVCf I IDG l 9559.76 co \ 95+ - it. R -� 1 vi v9@+00� 99 6SS2 SS ON X�47.19 / 9 0 60.60 9, �, _�_ 4+00 g6 - ► R \ �...�..._8�.•G`A�-P/P L/NE W„ #V fit°--W-958� W W 5 F r,� 4 tiF 9 /l r' 9 �� o h g g g >_�-BIl�W,1F T958.07 OUTLO/T l ° s8 96� / c r� - _ 6? Q� oo' 95 DRIVE -� S8s I I / yY0 �• > 956.4 3 ,� ' I F ` BMXLPARK hp �/ / 96 \ 956 - - / I �X9 -F& F 9638 / %G - \ - 1 O i9 / L .i -964S -9gg l G=g63 96 - -� \ ILL Son. MH L \ y i 4ti tiF � Q,' � g5 J - _ -9,g6 (L--C / / l iP- '`3 g62 \i E TH TU Ulm \� \ 8 - 1 i'�58 I I �I - \ z0-g5 5 CO,g 6'T -9636 / _ i-962 OF GA 3" \ h >00 \ Inv=946.83 _ - oy \ \ WO 65 w ss. l 95S. l _ �.3 'n \ 9 _ s la9 5ro- / 60.31 \ \=1 7 O i-� �0-g5 6 - x 96 ` r - ROP DE TO TOP 6, �. ` > ` ON i h'� 9 I \ II- l / HBO G� - - - /- 6 \ O AS-51" o :y ` Bit. Driveway _ 94j4... j ��. 7, ,� / = - = 962.0 \ _ �6, \ Conc. r _. / Existing CB 3i - \ �J x g ' / /y \ 'S� J L \ 09 / x / I F=962.3 I G=962.5 I 0 g63 l �• Rim=955.01 h' �i• U� 8£ ` �� �0 963 23 h�- / / \ \ 9s,- - F ,� 56.0 ASS _ •. I TF=962.j$ \ G�� 6�4 0 \ (93.79 45.28 `-FF=961.22 lnv=950.81 -I �0 , t ' 960�� /� h O�� I - -10 KID ND ACCESSh 6 ��, /^ / ILO=957,3 I I LL=954.8 I \ tF- g56.0 \,/ 0 �..._ ` u)\� \ �� ��3 / Q h Q \ :�by s / / I �I LO=957.8 �I. 9.0 \ 4�. \ FF=961.22 LEGEND `\ - GRO ND RODS & GROUND I :� o� �\ �� �A 96 Oi Ih > L L/OUT O,gS \ FF=96 .54 988 denotes Existing Contour > �1p WIDE �960 \ Oy 0 �0 j sr -� _ S / 95$ L/OUT I/� L 00T o h �. } 9 WIRE MAY BE IN TEH ter.. :% °' F - �j0�; �9s2_ I �_ \ L� co `L `�l s9 -Exist g House denotes Existing Spot Devotion BIT. TRAIL Q D� \ I �.. r +- - -1 15 � 9 � N EX DE TH TO TOP PR OXI lTY OF POWER POLES. �„ ; R. g61•4 arc;\ /°� - '� -� 96rx \ \ yF /T'�O ,� - , A� OTIFY XCEL ENGERGY :'�,�- \ 0 �O y� 958- \ \ 9 s6 95 6' 00 O ,..•_ „ 988 denotes Proposed Contour I .....,... , ti o - �o \ \ 58 s / rn of cas-zz IMMEDIA TEL Y IF ONE I �` '3� -� • .{ �' 962 _ _ tiF h _ �- - / `� Fence TO OP 988 denotes Proposed e va ton p) '� \. a N PROP DEPTH T 5 X de ote Prop d Spot El ENC UNT �p/ AMAGE� �v : ��, _ �'- " -_ / / /�-�9 v �\ \ \ Oti // denotes Proposed Drainage g Y4b kp... _..._..._..._... ..._..._..._. - - II \ OF GAS 60" �. o ' �' =w 0°-� Existing MH a 96 - ( �' 8r F wo o O I I FF=980.40 denotes Finished Floor Devotion 3 `" _ `"' ti / of h `o M denotes Telephone Pedestal Rim = 961. 56 -... ��6' �9 N I \% \ ° F , 0� \ F X / Q/ too coS' O 1 \ < I g ri i 9 / 5 954 956.12 lnv=955.11 r? •.6� j 4j 966 \ 6� \ ` O BOTTO 942. PO 9 4� \ \ \\ �g56 \ < C� `�� �� g5 00� / denotes SignP \. T r�6` 96 \ 9,y \\\ \ 1�M� =946.5 \ �O 5 6 \ �n I �� 9 o w 630 8 \ HWL=�p 0 \ \ `�t / 9S / � -4 denotes Guy Wire 6�6 �g lcoti \/� / 9S 8�\ \ L denotes Power Pole -_ o D I °' �� - - - _ s36� s \- \ \ F ti = =� -_ '� J �- a I X956\35 0 denotes Light Pole S�/ss° S = +: 0� 196�' 1+00 0 ��/ ' 9s\�y ¢ I I \\ ` 'h�' h / _ I = - - - Bit. Rood: �a - \ F 9\ \ 0 0 / _ II = _ _954 i Gv denotes Water Valve W o / f 2g1 / �g59.5 9S! 6 O 0+1 �' 0 -II 953 =IIL=III=111-III-III-11 X Son. MH W' * SG 1 I9S \\ y-�`J�. I h O -I I -I I I 11= - /i� �.. "�•1�� -a ' 9 / �- 0 / - I �� 9St�\ � �j V "� � - � � 952 = oX957.� � denotes Hydrant Rim tv v961.83 6(� 2•F I E„:: �96 6h100 / \ °tiF I I j = ,� \` �, I F / hil-I /��� �\ '� , _ :950 11 ® denotes Out/et Control Structure Inv= 936.30 /g61 �: WM g0 0 .: + IEE\�X 6 /c / G °� 9h 60 \ -I I \ OyF ,6> = a p -a I I / \ U 94c'1 _ - - - - - - - - h :.Existing 1-/ _ �� �' 0 �% \ =111- / / - 0 I / / \'� - - - _ -946.7 - _945.1.- - -' �\ II Building L / Qs denotes Sanitary Manhole M.Curb &Gutter 20 T° I:_.: V VO ,� gfip, °NF�� ti i '� \ - - - 9S \ 9 6 ' 1 1: h h \/ 6 6 QD denotes Storm Manhole ° 6 h h \ \ - I I-_ / J. 1= Conc. Walk-- �`o .. I rO`1 s. -8. 4 i� �9 �6 9 / / RIN, / 0 I 6 \ G , y1 Oh / < \ S \-I - - / \_ / NO /1?` denotes Catch Basin Fiber Optic Box-: o Si ?? F �°� 6 \ \ 8 I-11 11= \� b� / / \ 'O F rER PO i g -952 `ssr \I I i �t .9 a, _ ST \ 66 ��' °' \ / MWA p - �� 42 \ -II /"` '� Qi denotes Catch Basin - Round Existing CB > _ ___ �j O \,0 1 6Q5 I1= / / �942 7 - - \ �I - Rim=959.20 I - 1 ° O / g- 0 \/ /� \ II g0T 4 1 A5' - 9 X III X denotes Deciduous Tree In v= 955. 68 I 7 I cp \ 2 96 66 0 _ - ONF _ _ _ Q / / N W� = 9 9 i 46 \ 9S00 I °� h�. 0 `9 \ _ `-r11=H 1= p/ h p0 E, 951. / , 7 94 \ N x I _3.0 • • `` °I G 0,\F%,°' 61. / 60 � II =� 1 � /� NW / � 8 �`y\ o F °S I IIII � � � � denotes Coniferous Tree �� OI p� 0 6 64.3 \\ %°' FVT I _ 2 I / i ° �95 g5 denotes Soil Boring __ 1� .2 F s54_ 2�. W - denotes Water Line �I �� 3+0 `� 3 �0 c�A 96 �/ T,Qq / = 956 h� / / F ��V / `� \ \ Oy °yF I I III _. 0 / \ / _„� / of / / \,0 �� / / ON 956�\ F \ I IIII= _ GAS - denotes Gas Line ,5 0 1 G o°� 9h�61- / \ / hc� 958 ' • .�� OHF / ( •.O / / �0 :� - <\ I �} �h h' s4,g \� % J� 3 0 0 \ / I I Ss denotes Sanitary Sewer Line 10 DE o,� C �0 p �j1, 8 �,'r� �n� \ \ / Q �jDc �i \ %<5 7 I j °ti\ j �' 10' WIDE PONDAC ST - denotes Storm Sewer Line OBIT TRA 3 .9� A 6 ii r of h1 .;: L A 6G 9 0 r, °� O -\ I IN1LT Ti(?N ASiN 2 ON OHE - denotes Overhead Electric Line Ij I co 9ot;, �o i G % �h 6\' / 9s \ �� J 9 / O ,.•' p \ - I C`/ - � # F �F op \ O O �; :: \ ° III _ h / _ T TOM 45.1 X notes Fence Line w � w::>>x " . 1 • 65 3 � 0 J 6 �� \tiF - �•.. � � F 95 .6 \ j de g6� V 8� :'` \ OyF 1060...� h..l � g �`so \' '!�� I �� 0/v 9 OPI - - - - - - denotes Drainage and Utility J. s 5 61 / \ o T `O � �9 I_ - Easemen t >: .• _ h9. '� < 9 \ t j , o, 96 °tiF \ `�' �.. OyF &0 I I Q o \ w \F 96�' / \ 6p / \ IO I I I I \ C - - - denotes Building Setback Line 962.20'Ill tiF �- 9 4 64 1 V 0 1 961\5 / 9: �o co`�' a' 0 I I o -954 '�/6 � _ Fran f - 25 rn I I I r 966 & x - ° 6 x �9 6 6610 0 't/ /� \ O ,� r°' °�� 6 °N /'F 960.1 �yF I I i i i. _ \ �O' v --�vF- ' ( ' _ _ 9 6 ' / ` \/ `' h \ - I IOUTLOT C Side = 6 20 RoI^.0F��6l/ \ �`V �J Z �� O� Oh I I 0 I I y50.60 " .xEOF952��.1 y Rear = 25 95 .0 66. o ,9 J� °'0 > o �6�' ,� 1 �°9�' - °y tiF I I [, �x9 7 �0 0 96 0 ��+ �,� \ , ;o, cq oMF I I �• � oyF ST denotes Proposed Storm Sewer 61 h �o� o o� o \ 0 0 61.64 h 1 h 7 J �� �I0 denotes Proposed Catch Basin iJ� 95 �O ON- T O' ii ¢� SFdenotes Pre -construction Silt =rn 2 5 4 �p9 ,� 66. 0 �\0� OJT / �� 0 \0 / - 96oy Oo \ I I >(r :`\ �� �X9k�3 20 Fence -�tF I o I o I = °jrn :.� �is, 6'x - - \ �..� Oh� p:^ p O USN _ io�hh c . I o / �o' �o' h / �rL/R / / I=- -1 ° \ \-. o I -� �h) / o �o �•. o \ t I G' 15.51= ` ii �� / a o oh JJ II ��� I / �' ci' � q OJ g6}.0 / I I I yS 1 - 1= - \ I I �w S l / "•.` \ GROUND RODS & GROUND WIRE MA Y BE IN TEH ti 966 8 z x �. \ o C � / I I 8 I - \ = 4/4z. ' TI A - -.-PROXIMITY OF POWER PO LES. ES. NOTIFY XCEL ENGERG Y o /` N 4 I I.. 6$ ,` 2 \/ •, I I I / f \ \ I III hN _ IMMEOIA TEL Y IF ONE IS ENCOUNTERED OR DAMAGED. 07 N. � 960 I 60 I I ry 3 > ; I x 9 29 �,� .I + r�� �. �� �o °' ���`' `°`� l >' o I 59 51 N I 9962.4.9 68 a - ° w - cp O V ii �ii °' 2. G= ' 9 °' Sn I -7 9 II o, Q 2 " 5 o 9 0 V �.� v i, OJ 6 / Tf erOg5T' i = I : b o� °� �i O 65.6 L -961.1 TF= C=967, 7 G=966.8 / XI-5-4.10 O/YF N o °' . •i f -� r�; �o :. , T�I 0 O- 9s1.1 -9s9.1 TF= 968.0 TF= 9671 G= 966.0 / \ \0 \ I 66 a `� c� cn �' TL O 8 j WO 0 LL - 961.1 LL = 960.0 �? TF=966.3 1.0 N v L 0= 961.1 \ \ \ 9 � �o I � LL=959.1 4 3 to 966 964 G WO 10 L 0= 960.0 L 0= 959.1 L L = 958.3 C� 56. °� O h' S- -lnv=946 I o I I I WO wo � L 0= 958.3 / /,� 6 8 \/ / �9V -,4 TCHLWF I I o = I 976 I o i� k G G °` Wo st F I I 9g�. F\ SEE SHEET 10 0 I I ���----------= 5 �St F r -� 968___j I �L . s�95�.� �,�� oy X�1.z� J o E V. / 4, .� i- 54+0 , 0 55+00 9 W .... `< I I I� 111111- =====BA�'FIELD-- ILANE } 5 00.16 n :. . \ 6� .10" n., - - _ _----- ------ 964 a1' tructure . ,` �6 .y-944_ '7 0 L 7 i -Existing C N /' Rim = 956. o l f -12" MON / DIP G A W^" M aqW / L_�/ / QAy71 &SS rn \ <' 0... 50 .. fN Z (p OtiF 0 k OtifI- REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 1 4-11-25 T REVISE OUTLOT C GRADING PREPARED BYE ORUNDER MY SUPERVISION www.ottoassociates.com MEADOWBROOK -PHASE ONE PROJECT NO: ✓.B. C. S. O. T. J.BWAS DIRECT B. AND PRE ED BD OFRESSI LICENSED 9 West Division Street GRADING PLAN (NORTH) 24-0314 UNDER TH LAWS OFT STATE OF OTA. CHECKED TTO Buffalo, 55313 J P B LAND L L C -4 (763)682-4727 1 C.s.o. CAT M. Schwohn rra 4-11-25 SSOCIATES Fax: (763)682-3522 M O N T I C E L L O M N ' DA TE' SHEET NO. 9 OF 29 SHEETS 3-28-25 DATE: LICENSE # 40433 Engineers &Land Surveyors, Inc. -o' � o� o ` 65. 6 �� - - �o /. I - �= yo i. / / \ -1 W X95 10 UtiF II " 9 TF_ G= 966.8 / rn w I rr I I \ \ 0> L O_ 61 I TF= 969.1 =968.0 TF _ G= 966.0 \0 B I WO Q LL = 961.1 LL = 960.0 S -967.1 TF= 966.3 �1.0 NF I I \ "''t' Ea g 3 c� e ..� TLO 2 �O I LO=961.1 , LL=958.3 c. 56. \ \ LL=959.1 96 \�j 4 - 3 �6 h 966 964 G I WO 0wo=960.0 � LO=959.1 1L0= / 8 \� -Inv=946 I rJ o "� O II WO �. 958.3 / >.� �b"6S t I /�'9 I - I I s F SEE SHEE T 9 >:: o o = I 976 jf G }� wo <<� 9s o \ .-.-. -. - _ _ -. G s .- o 'I C9 O - - - - - - 5 a 'St 0 F \ ST 968 - - k �r .Go / 6 '� N X9 pN X9`41.7-- MA TCHL lNE J 54+o I 5s+oo - - . Eo / . _�, t �/ `%2 3 \ I I I I 7 , o X4SF tt 55+00 9 4 - - 1 1 966 i 958 1 } \\\ - L. I O 111= _ _ _ _ =BA �'FEL D _ _ - ILA E \ / / - 964 "� Ploy 9¢6\ _ 944 I =I = - - - - 1 1 5 00.16 / ::..,-: s s 'of0p 9T o / �� \ 9 0 o rn $ c /� �\ o 9 H STREET N rrFence �` \ �_ ►� (vim_ L I -_:;v; _ / �, 4 B 6'♦8 / /� o� O O % 1 f 00 1 �/ c� -Fence Z :. :..... co _ 963. 79`�:�:"::::#:'::'.. ►�Xrn�o 4I, � �rnO/ / � I� 1 II � I I Q, ,-• °^pj - II -_-� - - I III -to� III I- III - - - -SO_G I ----- _I � ��I �II \I I i r Ir �--'c_6v'►�9/ 4G_ S68___1• � �o• '' '���3 hbi° 00 c�� I \n -4/2 " RCP 96g.52% -------------;:-- p 8.3 o,Existing MHg68 UTL ON � G 9Y0.9 0� G=9709 6'N a•��^...-Rim=954.26 ..-6 TF=971.2 TF=970.� x Inv=946.82 SOG 96g2 G G �- _ co I SEFC _g66g1123 X96 �b h ro^ gLt, 66I I !ziG f cp hG8 c 0 G=968.0Lo_995 99.0 TF=968 3 G- I I III II I1,i I I I I ww \ fiI II �II -iI- I I��- II II I oo if I -- I -- ri-- I m- --- -I ce-- -�/ _ I -I 'l 1I` - II _i�I i�_ iI I���o \I SI cI-o�I--(�C-9-c���---^°�-o`�O•-,rnv�-Jj� 3JI 6JrII IyLI�zI-I�-_-I ��- -B i I�\Bi 6946. 73.0�G=rn_9r659o.6-'7O LL=9659 TF=967.3 �oO N Lo9.LL=965.2 LL=94 2 F=966.0I 3f - w .-/ y\4I2� L $c" 690r T �1 n L 1rn sEss 3 E.2 .ra/g P L L0=962.9 hJ l970=�I _ � soIrn X SEWO 58+L 968 2.6161+0059+00 60+00 -9 --AT-WAY .,T-9670 I90.?<960.1 6�1B-965. w 960 .�-02 �6'9 91N ti 965.22 rnp co 00101 brn O r 1 3 Rim=95 27.17"320 p n Inv=947�970 � , LJ LT-96.0 ? Existing CB 11 l216 L 6 0 966 1964 960 10 I r o 904 Af�-�m -o, ��F12 P o ���= L9to�O _IJ 962-96��� oSe \ if if if 3OT I G Uj of 66�_ L- \ I I + I 62+00 96¢ 1 0� N ^ c`' I \ Iu. ^...966.81 _-_::::::=___-=:s:s:__. �`s��Id`r'%>J ir I' I I c� IwI I I I I -I `I -�I III - /I /-/ /J II LI // I /- �'II I I ' I + II / � v6�` IIIII `♦ ��, I �ti-, fI �I II I 962 r- 65� Pgrn rn 5 Noto 9 � � 63+0I 600 9 - Uu ornj IN rn �72� ^rn h\ �f II I 9s C- 36�J If 11 RCP -964 6R^�= go A D q- .� X954.69 5 Q to 4.69 65+99.72L �961. � w '-Fence 9642 - 5` G965.0I 64.5 X962!61 rF965.3 LL-9 RimI OU LOT FExisting CB-- X9671E LLLO=965.3 L0= 94796 SEL9- 1- SELO ,12� ST 7 � 1 9-4 95go _O --2 1L RC P G.�-! .5 6j C -T 961.0 16 ExistingCB 50 79- ` - g64r-9-Rim=954.87jn7 49 gh/ffInv=950.92^ H 793 Son. MH37+ 36+ g58 X96 w �� I o /� I-►_�Or�, 38 i OX � -Rim = 95 .74 c o / ^...�_ - ..._..._ .L X963.20 I / j - 32 111 : �- - �J6o 58' 4jb - _9x - 55/ /n c. 943.66 2 o L I G, s / 35+ \ �1 ` 111 40 0 0� ar e,t� 95ewolk 6 �s / / / . CSu m u�toble ^ 6- 8 / / ./ . Curb & Gutter / g 0 �\ �'� 9s92 Son. MH o f - I I I kx0 s \ 5 DRim=958.64 w > I I I I I I 3 / N �a' Son. MH 9/ j x rn < I 1 / - y \ Rim=955.81 ` /r 63 O r s I 1 Xg� \ to / / Sg. � I I I \ I /4 71 \ \ I' 7 \ v= 943.92 / K964. 8 NA Im to /: �rLn 6 0, 1n�950.4� .. RCP-' / p . i -rT7- Existin MH _,• _ � Q'� 1 / 00 Rim=969.15 �: a� :W� 1Q \� X I I I o � 33k I \ r j Sr T n r- 1 •• , .� I ' L -I L -I + I \ \ - Fibe .: _ 959.2q , / . v i_ Optic Box j ^ -,Ti i 9688 ' DIP 1- I I °p \ I \ I '� I rn \ p \..._Exi.9•t ng MH I T 7 Bit. Rood. o ed. W ti F 27+00 28+00 �f00 X 65 32+00 \ X965.03 I �^o ) N ,bZim-955.40 \ -Existing MH r n / �- co - - 30 00 - r 31+00 \ I \ I I I J / v�_ 15"SRCP� D 6g0�amps I I I I - I - -966 \ lnv=948.73 �6 00 Rim = 958.40 X959.17 Curb & \ \ \ I \ �.-- 68.9 1 Gutter �. = S?�j - _ _ �/ X966.38 I / \ \-36" RCP Fiber Conc, Wolk' 969 96g r \ \r \ cA �o Optic Box I I I / X965.41 / N ( \ 15" RCP- _:.:.�) 1 I 966.34X I I / / I N X958.68 % 1Q`L - i X967.90 Existing CB .v.- � I 6 I � \ .� � � � �- I 1 \ Ri � 67.41 I /96 I I I I \ o n _ cb I I / ,� I X965.80 I I I I \ I F�rrce- 1`II X966.31 - II I I I ( I I I / I \ \\ 96 �.32 455 o(4I I I Of }- / �Existing 1 XC96 ...-Rmt9i(5y5�.07.7 7 w X90 12 � _ In v= 951.05 . . I 01 X964 1.21 ti °p I 55 X I /I X965.55� � to to 0 - 60 120 Feet SCALE: 1 "=60' LEGEND denotes Existing Contour - denotes Existing Spot Elevation 988 denotes Proposed Contour 988.5 X denotes Proposed Spot Elevation i denotes Proposed Drainage FF=980.40 denotes Finished Floor Elevation IT] denotes Telephone Pedestal -E1 denotes Sign -4 denotes Guy Wire -0- denotes Power Pole denotes Light Pole GV denotes Water Valve denotes Hydrant ® denotes Outlet Control Structure QS denotes Sanitary Manhole QD denotes Storm Manhole 5u I denotes Catch Basin p denotes Catch Basin - Round O denotes Deciduous Tree denotes Coniferous Tree 9 denotes Soil Boring W denotes Water Line GAS denotes Gas Line SS denotes Sanitary Sewer Line ST denotes Storm Sewer Line OHE denotes Overhead Electric Line X denotes Fence Line - - - - - denotes Drainage and Utility Eosem en t - - - denotes Building Setback Line Fron t = 25' Side = 6' (20' ROW) Rear = 25' ST denotes Proposed Storm Sewer 111 denotes Proposed Catch Basin SF denotes Pre -construction Silt Fence . . . . . ,• denotes Proposed Retoining Wall 9668 �6 �g6 �� \ \69 / 958. ,, GRADING NOTE 965.05,E \� I I I 23+00 THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN 3q I 966.72X t 66)� X96.6,62 .� 25+3�63 0�96 00 \ �I \ / / r APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE Existing.: - /- I -� EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. House �- �/ I HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND h h FF=966.95 / I / ' �I� X958.41 PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ��oi I LJ = \ / / r• - ��� T l /i A / X966.86 I I I I I I I �61.86�K �C2.�3 \ / / h 9SB 60.33 IO ...�� 3-► is -Fence GARAGE SIDE = G X965.05 I I O I I I I ( I \ \ "Polo \ S>>6 X957.28 GARAGE ELEV G=929.0 10 I ) X964.98 I I 1 �'` TOP OF FOUNDATION ELEV TF=929.3 1 C(? J X �6.78 / I I I \ I I I \ 1962 96�\ \ � I \�` LOW LEVEL ELEV ► LL=921.3 cp LOW OPENING ELEV ► LO=921.3 - ' 1 a9X - \ HOUSE TYPE - WO \ 1 - � -7 60 / \_�,l \ • OUTS/DE GRADE ELEV >ax920.8 X� 66 - Fence mod, 1 rn oil LI 11- i9 964\ , X rn rn o� X 1 I 966.52 I �J- > 88+39.11 964.80X X965.20 X 965 I- _ ', �, I I 966.38X _ S �'� - \ si � N L/OUT - FULL BASEMENT LOOKOUT WO - FULL BASEMENT WALKOUT SEL O - SPLIT ENTRY LOOKOUT SEWO - SPLIT ENTRY WALKOUT SOG - SLAB ON GRADE REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 1 4-11-25 T REVISE OUTLOT C GRADING PREPAREDYE ORUNDER MY SUPERVISION www.ottoassociates.com MEADOWBROOK -PHASE ONE PROJECT NO: I..B. DIRECT AWAS ND PRE ED BD C. S. O. T. J.B. OFR LICENSED ESSIOTA. 9WestDivisionStreet GRADING PLAN (SOUTH) 24-0314 UNDER TH LAWS OFT STATE OF CHECKED TTO Buffalo, 55313 J P B LAND L L C -4 (763)682-4727 � C.s.o. SAT M. Schwohn rra 4-11-25 SSOCIATES Fax: (763)682-3522 M O N T I C E L L O M N ' DA TE' SHEET NO. 10 OF 29 SHEETS 3-28-25 DATE: LICENSE # 40433 Engineers &Land Surveyors, Inc. to 00 III P* 6 � - 00 J✓ I �" V7� o �T z 1 �� T, 4 r W� U b N r------- -� = _ bto _HYD. sk I I I L 'o ♦ 6" GV _ I x J Ll PCCSAN�SEWER- ~ I A to co ` 1 � Feet I / " (n a� - =�- SCALE: 1 "= 50' I I ` ------_ A.: yN rt10'M/N-12"PVCC-900WM L lJ 1.' PVC C-900 IVM -L I 60 t�... - 16 I ` MAIN TAIN 1 B- " _ L - "IN. SEPAKA /lUN \ ► 12" PVC C-900 WM-••. I REMOVE & PLUG END-) T- -& JNS-TAtt 4"lI r _ " V) " I ` RIGID /NSULA T/ON j N �"' L12 GV I REPLACE 12 GV. �.: ,� �� . �" I j`-CONNECT TO �' .. .: •.,`.-.,.-- to a \' /..-8"x12" CROSS _ - ` J \ I j' EXIST. 12" DIP WM / Ov 1. 12" GV - , oo �� w �- -- W3,Z 98 W z cv .I S MH 3; 7 ► WTf� ST NE l _Rim=955 74 �� >S SS SS bb % / In v= 943. 6 35k00;L'r_L'T1 ^��.- - - I.� III - I 111 MH1-. 8" pVSAN SS 8" PVC SAN SEWER-- 1 98 8" PVC C-900 WM PLUG END 1 j J I 8" PVC SAN SEWER- 1-I"'1- \ -8" GV 0/ -San. MH D ARim=958.64 \ I III II Rim=955.81 -. Inv 953.92ir19In-'III I 0 CONNECT TO :X/ST. SAN. (ICI III W (Z MH (AT 8 PVC PLUG) Fiber OpticBox D ST - - r - T C_ II I III o III ,�) I i A - r- I vIv1III III I r7/- � � I li I III ill I XF- 10 I II I III III I � �----_ I►1111 _o III I I I I III III I III I 7 I I I I III I III I Fences .............. 1000 SCALI-_S: 1 "=50' HOR 1 "=1 U' VER ..f 980 980 :::::::::::::: ,..._.••- -PROPOSED CENTE'RL/NE PROFILE ::::::. .... . .......FYTURF.: 970.. .. �.• . CENTER....PROFILE ..... ....... 970 CENTERLINE------- .� ... .. .. .. :% .....I..I.. ........ PROFILE ..... �..... .... .�.. j' .......... I ..... ........ ^ I� co . r �. . n . +.. .u) .. . REMOVE & REPLACE .... ..........:: ::: \..... ! ::............. .: ^EXIST 12'.GCGVNECT TO .... . . . . ........... . . . . . . . . . . . . . . � .. . ................ . . . .. 11. 12 DIP WM ... ... :::::::::::::::� . ............. = ................960 ............... . ......�96D: - ... ............. ......................DP.E- ...'S . HDPE-... -� 18 RCP-:...... » \ 1.8.:FCP::::.. :: 2 -- . ........ ... �,: Lu. 2 .I . . . . . . . . . . . . . .�: �Q� ..... �...... PLUG =ND �, L CWER SAN. Mrl : • XIS T : 12 . 950 » MAIN TA/N 18 M/N ..... ,�� .. ,..., -� ^ l 1 RIM 0.2� ' 12» .P : 1 4 !... T j : ......... DIP: WM:950 . Jt!-'HKN T1cw & INS TALL 4" RlGIJ /NSULA TIOh' 1 `'-'8" PVC C-SJO WM I _ PLUG END---- 157 LF 8" PVC (90.40Z o �, `�-8 » � -:7.-7 .. - . 940 INV=945.26j PVC 154 LF 8 PVC !' .... '�� s\i940 :::::::: : ......... ...... 0) 0) 0) 0) @ 0.409 % �. . j INSTALL WA TERA#AIN WITH A SOP a) o) v) 0)j II II II II CONNE �- T TO EXIST, j � °i .:....:::rn .......... .cr . ......... . . . . . . . . . . OF PPE ELEVA TIOAI OF 951.70 A T _, 2 N 3 W SAN MH (A T 8" =' N W: : : : : : : : .1 . . STA 37+40 TO F'ROV/DE 18" Ad/N. I, PVC PLUG) °! L'.......... ...... .. . 930 CLEARANCE FR0.9 STORM SEVER j o INV=94 a 92 (VERIFY) J:................ 930 ? 'I ............. ,............ MH ti I c-) San. MH ` Rim= 955. 74----- 7 (S� Inv=943.66 �.� , L L p_ 0 50 100 Feet 114 -A I -IL I 1-/A �`Z:o ,:I V V I I� V I V �.' / SCALE: 1 =50 S Q 9r° X 1 _ X �1Sx - BENCHMARK: X k o 1G x A)- is s is TOP NUT HYD. 220 FEET 12" GV -G �. I SOU TH OF THE IN TERSEC TION OF FIELD CREST CIRCLE & I I 12 P IC C- 900 WM �. �l o I COON TRY AVENUE �� am 1 I \\ \ I I I I I I I I 60 ui co 1 g 8� 962.32 FEET (N. A. V.D. 1 1 / 3 San. MH a \ \ \ 12 13 1 14 I I 15 1 I J 6 , ; H Rim=955.81 MAINTAIN 18 I Inv= 943.92 I 1 \ ,4/N. SEPARATIOI'1_ , (I - •••-8" PVC SAN SEWS? �,� LEGEND o� \ 12'" PVC C-900 -1••, &INSTALL 4 ' "\• 2 \ I ?JG/0 INSTAUL ATIOIJ -H?'D' & 1 I�; I i _ OHE denotes Overhead Electric Line �UTLOT C / \ \ \ i 6 GV denotes Telephone Pedestal S,�cW 3+03 1 , S&W 2+41 5&W 1+79 / 1+ I _ ~ 1p,'h/N I X denotes Fence Line INV=950. I INV=949.8 I INV=949.6 I INV=949.5 /NV=94 .5 CS= 960.E CS= 959.9 CS= 959.1 I CS= 959.1 2 CS= 95 8 I V denotes Hydrant / MAINTAIN 1 \ LL=954.� I LL=958.2 I I cv 8\ \ t,8-�L=957.4 LL=957.4 � LL=957 1 r:•: +� y � denotes Water Valve MIN. SEPARA TION 5 / �.._ \ INV=g6y.2 I ' I � j I o, �� 1 r y I & INST L 4" \"'�.. \ C5� g.S A--►° - - - - J J `• L -^I - - ,.•-8" PVC C-900 WM I (s denotes Sanitary Manhole / RIGID /NSU A -95 - - ! - - I - - 1-I - -� QD denotes Storm Manhole \ 1l IT, _ _ Qi denotes Catch Basin - Round 0 -T-112 x6" TEI 2" GV-: / -PLUG END III denotes Catch Basin C54M M M M M M r, -- W denotes Water Line MH2 S� SS STREET s 99 o u Ss I 18 1 oo Ss denotes Sanitary Sewer Line / _ 01 I t g'r,_,r-r-r A,C- °o ST denotes Storm Sewer Line IS 1 -III _ III�-11%&_c_1 ,v�_ 1% / / h -'' '' '= • ' • •. r':. ::., I - I -..._EL UG EEV, - - - SS denotes Proposed Sanitary Sewer �► 8" PVC SAN -SEWER- I I _ _ W denotes Proposed Watermain �- - - ---8" PVC SAN SEWER , ' ST denotes Proposed Storm Sewer �h-j nl denotes Proposed Catch Basin 7 h H j I I S&W 2+r73 -Lo 101-�-S&W 1+61 1 SAW 0+93 ; lU_ cv INV=949.5--►l10 INV=949.6 I I INV=949,6 1 N OU I L l7� F N denotes Proposed Gate Valve v v h rn CS=958.8 1 t I CS=958.5 CS=959.6 1 I' denotes Proposed Hydrant /w A� hYD. I& ; / p h e e I I 3R � XR I I XR ` � - denotes Drainage and Utility 'fit�wLwE---- 6"QVj N F 30111 10°' I I LL=957.5 I I LL=957.1 1 I LL=957.9 » ----- ,� 1y � 1 1 � I ; -8 F�vc SAN SEWER Easement LJ :E sHEl-r 12�� �� ,,�., .-. .--r.l_.Fi. �.►-. 7 . ► -.� i N 5 II ICI 11 I I._....-•-•-�-•- $ 3 z I % ; ` I I I II I 1 112 " PVC C- 90 WML 6 _ SA NI TA R Y & WA TER SER l/l CE I NFORMA TION /' li L--------- I L----J L----� S&W 12 x6" TEE S --- :-------------- - � � o N 1 I I I - - -�- - WYE STATION FROM DOWNSTREAM MH, TYP. �1 +00 + � I I p � lk to 301 _�I SAN. SERVICE ELEVATION AT END, T YP. -IN V= 957.1 11 m °, o ... I �:.o 4 I I 2 CURB STOP ELEVATION, TYP. CS= 968.0 a I I + rn � I a I N W I II o I� W RISER HEIGHT, TYP. 8'R 7 3 II II II I I - _... I �! 1 11� � lip � -8" PVC SAN SEWER I I 1 1�1 LOW FLOOR ELEVATION, TYP. LL=961.1 PRIOR TO ANY EXCAVATION THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES. 1000 SCALES: R Q TH R Tic? F 1000 CALL 48 HOURS BEFORE DIGGING: �GOPHER STATE ONE CALL: 1"=50' HGR v v ■ ■ ■ v ■ ■ ` i�T---VE TWIN CITY AREA 651-454-0002 1"=10' VER.. MN TOLL FREE 1-800-252-1166 STA 12+00 TO S"A 17+01 NOTES: 1. THE LOCATIONS OF EXISTING UNDERGROUND 990 .... .......... 990 UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY, THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ..... ................ ELEVATIONS OF EXISTING UTILITIES PRIOR TO ANY ..... ................ CONSTRUCTION. ..... ................ 2. THE CITY SHALL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS INCURRED THAT ARE ASSOCIATED 980 MAlI✓TAIN 18"-.-.._..-PROPOSED CENTERLINE F440FILE... 980 WITH VARIATIONS IN THE UTILITY AS -BUILT MIN. SEPARATION ELEVATIONS. ALL UTILITY CONNECTIONS SHALL BE ............. ,.:=EXISTING: CUITE.RLINE.:PRCFILE:::::::::....... VERIFIED IN THE FIELD. & INSTALL 4" \. �' /.: :::::::: ::: " " " . . . . . . . . 3. THE CITY, OR AGENTS OF THE CITY, ARE NOT RIGID ll1.SULA T/ON ! ... ........ ........ ........ ....... ........ ..... . PROPOSEL, HYDRANT --..I ! /.............. ................. :::::: FU.TU2E:CENTERLINE: PROFILE=:�... RESPONSIBLE FOR ERRORS AND OMISSIONS ON THE I 1' -. ...�•.` . • 970 SUBMITTED PLANS. THE OWNER AND ENGINEER OF 970 I "� °� ! ::::�:: ::: ` RECORD ARE FULLY RESPONSIBLE FOR CHANGES OR IN j, I MODIFICATIONS REQUIRED DURING CONSTRUCTION TO CN I o :: j c^o :::::: _ MEET THE CITY S STANDARDS. + °o ........... \ 4. ALL WATERMAIN AND SANITARY SEWER TESTING • _ � ! � � •I ' MAINTAIN 18" ON. � � � % � a2 I cV II j SEPARATION & .. ^ rn ...... t.:::::: SHALL BE CONDUCTED IN ACCORDANCE WITH THE CITY /..:.. ..... r-PROPOSCD HYDRANT II ...... ./ �. . .... STANDARDS AND SPECIFICATIONS. COPIES OF ALL TEST z � :../... ItiSTALL .4 RIGID^ j _ ........... .... 960 _960 . ... .. .. I ; ... . .... . . .. .. .. .. RESULTS SHALL BE SUBMITTED TO THE CITY PUBLIC 7.... ..... ......... ....... - - - •- WORKS DIRECTOR, CITY ENGINEER), THE OWNER, AND -6 DIP THE ENGINEER OF RECORD. ! -27" RCP . . . . . . ? ! 21 "_ RCP' '2.1.. R(:P. =-•. 5. WATERMAIN SHALL HAVE A MINIMUM COVER OF 7.5. ..:.... .... . i':' . ........... .:� :....... ••-8 PVC C-��00 WM ... ........ ....... . .. ... :I i.. .24:: RCP I I ...... 6. TRACER WIRE INSTALLATION SHALL BE IN ' �. % ACCORDANCE WITH THE LATEST EDITION OF THE MN 950 :::: ?�"_..: _ : ,\ : -18 HDPE": :.::::: :::::.: 1, ...PLUC END 950 I- RURAL WATER ASSOCIATION STANDARDS. SEE THESE �- STANDARDS FOR FURTHER DETAILS. ........ ............ 12" PVC -900 WM.. ... ••'=6" DIP Wm4 j j"-8" F VC ...,...-PLUG END 7. THE CITY WILL REQUIRE TELEVISING FOR SANITARY . . . . I �/ t'r'� !NV=945.14 AND STORM SEWER PIPE INSTALLATIONS PRIOR TO 23= LF 8" PVC 86 LF ^ ^ ACCEPTING A WARRANTY FOR THE UTILITY SYSTEM; 00.407. to 14' 8" PVC I o :: .:,J6 LF 8" P6'C @ 0.407. � - PROVIDE REPORT AND VIDEO FILES TO THE CITY FOR 940 @ 0.459 I i 12" PVC C-9600 WM---- tl`0 !•. 58 LF 8" FVC 940 REVIEW. II II I II II @ 0.89% 8. ALL WATERMAIN SHALL BE PVC C-900 UNLESS W j 3 11 °' 11 11 OTHERWISE NOTED. �' R_ � � W 9. ALL 8" PVC SANITARY SEWER SHALL BE SDR 35 2 j `�� �-' UNLESS OTHERWISE NOTED. ? 2 2 2 930 10. SANITARY SERVICES SHALL BE 4" PVC SDR 26 930 2 I! z 2 o UNLESS OTHERWISE NOTED. 2 z 2 11. WATER SERVICES SHALL BE 1 PE PIPE WITH 1 I INSTALL WATERMAIN WIT4 A TOP CORP. �..-OF PIPE ELEVATION OF a48.64 AT 12. ALL HYDRANT LEADS SHALL BE 6" DIP CLASS 52. STA 12+99 TO PROVIDE 18 MIN. 13 SANITARY SEWER SERVICE INVERTS ARE AT THE 920 2 :: 920 920 CLEARANCE FROM STORM SEWER 920 BEND JUST BEFORE THE END RISER PIPE. 357.00 36r00 37;-00 J8-r00 39Y00 407.00 40,-50 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION www.ottoassociates.com MEADOWBROOK -PHASE ONE SANITARY SEWER & WATERMAIN PROJECTNO: 1 4-11-25 F.J.B. REVISE OUTLOT C GRADING C.S.O. T.J.B. AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER 9 West Division Street 87TH STREET NE & 89TH STREET 24-0314 UNDER THE LAWS CHECKED rA_A OF THE STATE OF MINNESOTA. P4�L Buffalo, MN 55313 J P B LAND L LC NE (STA 12+00 TO STA 17+01) il A (763)682-4727 C. S. 0. Caro M. Schwahn 4-11-25 Otto SSOCIATES Fax (763)682-3522 M O N T I C E L LO MN ' SHEET NO. 11 OF 29 SHEETS DATE' 3-28-25 DATE: LICENSE # 40433 Engineers & Land Surveyors, Inc. A ! \ II I Vp I'�I: OHE OHE OHE OHE OHE OHE OHE OHE joNiE r ' Gr OHE - OHE HE OHE OHE HE. : iicy. \ OHE OHE OHE OHE OHE OHE - - - - I-� 4. -! - - - OUTLOT B CAUTION: OVERHEAD � • • I.: ELECTRIC LINES :.-8" PVC C-900 WA4 OHE UHt OHE OHE - OHE OHE r 10 p ' I \ OHE OHE OHE - JHL OHE OHE OHE OHE OHE OHE OHE 8 x6' TEE- : ' \ _ o - 7 \ I'I OUTLOT A i z ' 1s � CAUTION: OVERHEAD / 9 A, e + I ! oo - J cn \A / ELECTRIC LINES MAINTAIN 18" l / /l I �� yo MIN. SEPARA TION 1 / & INSTALL 4» / !x / / ' _ I \ \ \ \ RIGID INSULATION / V� S O / l / /l \ \ 8" PVC SAN SEWER- _ ; �c�n 2 I I \ \ \ \ \ Lyz 3 1 4 \ I o l s10' 12" PVC C IWM OZ2 � \ \ o�� �:�...,-:• _8 :.x12 TEE 13) C1EI •• ram4-3 +_0w0 vx w _1 " cv 4i <<�gssa4 .� sl5 49; I cnncNn! \ \ v N 0 6 ISEESHEET� S' x 3 1z"PVC C -�g s4goo = motd,7 9 o o 0+00 \ SS - -MH8 W ? z12 T E �l 3R CNSV 9SS9 I �" N _ _ - $ yy p+57 GS' •R �yo GV 5� / 8" GV-` 8" �� O f SS / \12" G 39658 ii�V �q, I - - - .� I \ INVINV 957.1 \ Sg6 �\ c 'PVC I YD. & l�.g'r' CS / c� Z {�e I I \ CS=968.0 \ \ SAN SF S W GV 'S90 49660 I !��, u 4 I \ 8'R 1 \ \ /mow` G ptr 7G y -I! V\ CONNECT TO 1 �" ERR R S �l�g R I 1 �+� rn +o n \ L_961. \ i �� 1 !!` » $ER �Gq Tj0 T MH7 S » Sy Q �� 0p I \''-EXIST. 12 �" �iCE- N �o !; (� HYD. & ._ d I 11 ao w 0o w 12 x6 1 I � :• y � _ 2 .�. DlP wM CURB••� � - <:<::: o \ SToo •.��•.• . � �/,-r :• 'v -` L'_ ti - 51+00 SS � � r; . .D •. �--��... �» GV �: 6.. V \ fit-12" GV �y SEE SHEET 14 �- y 89Ty ss �'1 b_ ! 12"x6" TEE I o 6 ST/` w 12" GV-: � I n� , Iw w W 1 V MH12 F` /�/c j W 9+ SS 55 3 I IN ` ss +f�7C �`" " SS i6 : � - �rb tic : _ �... -MH9 tO M .. - SS -8 xi2" CROSS St _ -8" PVC C-900 WM j7 OP �.�. \ 0 2 �• MH5- 11 ti: '-MH4 Fiber � \ � � \ » » 8•• p ��� •• .:':�.. •• 4 d+ 8 x6 TE AN S �-� 1 MH6 - _ o `� A G \°'<<:. H &_ _•••� �� C `� 8" PVC SAN SEWER-''� - o = _TEMP. HYD. } MAINTAIN 18" /� \ 5 C�_ \ 4 �� s 6" GV ' -MH10 � s f. !I � ...� & 6" GV MIN& INSTALL ION�� � \\�0 \\ \ � Gc OUTLOT D X I \ ?� RIGID INSULATION \ t�$=968.2 \ SAN SEWS _ ..1 \ LL=966.4 \ PEND EET 13 -Q 1,... yo n �' 2 8 SEE SH i \ \ V 2 i ' �: • \ �� HYD. & \\\ \ \ \ r, \ , \ \ , �\\ v \ 8" PVc 90o wM- M� 3 6" cv S -57+00.16 1 p0 OHE - ` OHE - OHE \ OHE UHt \C OUTLOT C. Z • = BENCHMARK: OHE �-I � - OHE OHE TOP NU T H YD. 220 FEE T SOU TH OF THE /N TERSEC TION Q` OF FIELD CREST CIRCLE & COON TRY AVENUE � - _ _ - - - _ ELEV= 962. 32 FEET (N. A. V.D. 1 1 1988) - � 0 50 100 \ 1 1 Feet \\ \\ 9 1 11 II SCALE: 1 "=50' \ \ 8 \ \ I I PRIOR TO ANY EXCAVATION THE CONTRACTOR SHALL \ \\ `• \� +7 I I VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES. \ \ INV=g53•6 I I CALL 48 HOURS BEFORE DIGGING: C5=964.2 I I GOPHER STATE ONE CALL: x�� \ 5'R �� TWIN CITY AREA 651-454-0002 v,g556.0• LL=958.3 I _ MN TOLL FREE 1-800-252-1166 �GS'g 6. 6 R ` L - _ NOTES: t tx6p\ �95g' HYD- 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE ,g5 5 �� 6" Cv SHOWN IN AN APPROXIMATE WAY ONLY, THE CONTRACTOR 4V g66- G5�1'R SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING » y- �96G'' UTILITIES PRIOR TO ANY CONSTRUCTION. 2. THE CITY SHALL NOT BE RESPONSIBLE FOR ANY SS_ SS ADDITIONAL COSTS INCURRED THAT ARE ASSOCIATED WITH VARIATIONS IN THE UTILITY AS -BUILT ELEVATIONS. ALL UTILITY SS •.. r CONNECTIONS SHALL BE VERIFIED IN THE FIELD. 3. 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 V�g545 CONSTRUCTION TO MEET THE CITYS STANDARDS. • / �\ \ 69 4. ALL WATERMAIN AND SANITARY SEWER TESTING SHALL BE \ 462 CONDUCTED IN ACCORDANCE WITH THE CITY STANDARDS AND 559\ \ ►�� SPECIFICATIONS. COPIES OF ALL TEST RESULTS SHALL BE SUBMITTED TO THE CITY (PUBLIC WORKS DIRECTOR, CITY ENGINEER), THE OWNER, AND THE ENGINEER OF RECORD. � t 566 \: �L.g6 \ \ \ �►� 5. WATERMAIN SHALL HAVE A MINIMUM COVER OF 7.5. V%9 -gv6a .. \ \ V 6. TRACER WIRE INSTALLATION SHALL BE IN ACCORDANCE tGs�PVC g'R 2\ SAN SEWER \ \ WITH THE LATEST EDITION OF THE MN RURAL WATER LL�965• \ \ \ ASSOCIATION STANDARDS. SEE THESE STANDARDS FOR FURTHER DETAILS. \ \ \ ` 7. THE CITY WILL REQUIRE TELEVISING FOR SANITARY AND \ \ \ 4 \ STORM SEWER PIPE INSTALLATIONS PRIOR TO ACCEPTING A 3 WARRANTY FOR THE UTILITY SYSTEM; PROVIDE REPORT AND \ \ \ \ \ \ VIDEO FILES TO THE CITY FOR REVIEW. \ \ 3 \ \ \ \ 8. ALL WATERMAIN SHALL BE PVC C-900 UNLESS OTHERWISE \ \ \ \ o \ \ NOTED. 9. ALL 8" PVC SANITARY SEWER SHALL BE SDR 35 UNLESS \ \ \ \ OTHERWISE NOTED. \ \ \ \ C 10. SANITARY SERVICES SHALL BE 4" PVC SDR 26 UNLESS \ \ \ \ OTHERWISE NOTED. \ \ 11. WATER SERVICES SHALL BE 1" PE PIPE WITH 1" CORP. \ 12. ALL HYDRANT LEADS SHALL BE 6" DIP CLASS 52. \ \\ 13. SANITARY SEWER SERVICE INVERTS ARE AT THE BEND JUST BEFORE THE END RISER PIPE. LEGEND -0- denotes Power Pole OHE - denotes Overhead Electric Line -3 denotes Guy Wire denotes Light Pole C denotes Telephone Pedestal Il denotes Sign GV denotes Water Valve Qs denotes Sanitary Manhole 0 denotes Storm Manhole ©! denotes Catch Basin - Round W - denotes Water Line SS - denotes Sanitary Sewer Line ST - denotes Storm Sewer Line SS denotes Proposed Sanitary Sewer W denotes Proposed Wotermoin ST denotes Proposed Storm Sewer F1 1-11 denotes Proposed Catch Basin j� denotes Proposed Gate Valve denotes Proposed Hydrant - - - - - - denotes Drainage and Utility Easem en t .................. ...... - - ! l :: :::::�: -8" PVC s" P�_..1% .. .....-o �,� ......... .......... ::::: I... .... . : "........................... .................. ...... SAN/TARP & WA TER SERVICE /NFORMA T/ON 950............... ............ 6., DIP--' .... �:...........I . ,� ......... 8 PVC-... ............ . : .„ ,/ .. I.. ....... ..EXIS%.: 12 WM-� :::::. INSTALL WATERMAIN WITH �a TOP :I. . :: .... :: . I N N 173 LF 8" PVC @ 0.40q . oo r� - -' .. .... .. .. . �... .. .... �,� . 198 .L 8 P:VC @ 0.40% :: :::... J 1 92 LF 8" PVC S&W WYE STATION FROM DOWNSTREAM MH, TYP. 1+00 ........: ................ .. .. . .I... : OF PIPE ELEVA ON OF 952. 55 A T : I :::::...... ......... ! o o .... ...... ") U� o o rn...............................1*: d• : . .. ..244 LF 8 � o @.0.407 � � (0 U) VC @ 0. 40Z . • ......... �\::::::: _ .... i, ..... ....234 Lf'. P:VC. @ _ SAN. SERVICE ELEVATION AT ND, TYP.-INV=957.1 E .......... CONNrCT TO i :: .......... STA 2+46: T. PROVIDE lb" MIN. ........... 1 rn rn .... . ..... o o ...... .................. rn .. ai . of ...::.. ... . .. `\ ....... ...... r, d ..... . ..407 .................. ... CURB S TOP EL E VA TION, T YP. CS= 968. 0 EXIS T. 12 ...... ..... C. EARANCE F FROM STORM SEWER. ..... I. .. 11. .11. . . . . . . . .................. :.. -. -� ..................: rn rn ..... .................. II II II ::..................: <r er � °' °� MAIN T 1 ............. IIV 18 MIN. j .............. ^ .... ...................... , 940 RISER HEIGHT, TYP. 8 R 940 pIP WM : : .. • . . • INSTALL 4 RIGID INSULATION i �� rn rn rn rn ^ 11 11 11 11 SEPARATIO & INSTALL—- a 0) rn LOW FLOOR ELEVATION, TYP. LL=961. 1 920 -1-- 00 ........ .... ... ..../..... v ....... 7r. :2 j .................. 2 N ............................. s 3` �` W� W� 4 " RIGID ��--`�' I.0 INSULA TION .... ....... ! =� .... ................. . . :::: :::: 8» PVC C-900 ..... �..., p ................. .................. ,�: 2 2 0:: ...... .................. .. Z j 2 Z.2 '� .... .. ..... .. ................. ........ �....... .................. . ......... ........................... ... .... .................. .. ........ .................. :: ........ ........ .... .................. ..... 2 2 920 V � 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 REV. NO. DATE BY DESCRIPTION 1 4-11-25 T.J.B. REVISE OUTLOT C GRADING DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION C.S.O. T.J.B. AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CHECKED � b&, C.S.O. Cora M. Schwohn Otto DATE: 4-11-25 LICENSE # 40433 www.ottoassociates.com TT 9 West Division Street Buffalo, MN 55313 (763)682-4727 SSOCIATES Fax: (763)682-3522 Engineers & Land Surveyors, Inc. 8+ 00 UNFOTA 10-r 00 MEADOWBROOK - PHASE ONE JPB LAND, LLC MONTICELLO, MN 11 +00 12+00 12+50 SANITARY SEWER & WATERMAIN PROJECTNO: 89TH STREET NE 24-0314 (STA 0+00 TO STA 12+00) SHEET NO. 12 OF 29 SHEETS DATE 3-28-25 Li �I I "0 o w =I O = w 0 = NL b 8 ly-71 V 41nyo1 S t+ I � 0 0 _ I I W -i - 72f0 'LUG 1- I w I ENO? II _ I Ld W 0 OUTLOT C Ld 0 = 0 w I o I I N _ ILJ Lj• o I I w w: 0 p lj I � i I I I w I � o� CAUTION: OVERHEAD �.: ..i'�.•' _... ELECTRIC LINES c w 0 i o - w w O = I O / 0 o GROUND TQDS & GROUND w/R� MAY BE' IN THE PROXIMITY OF POWER POLES. XCEL DOES NOT KEEP SPECIFIC - RECORDS OF WHERE THEY ARE L OCA TED. PLEASE BEWARE DURING CONSTUCTION & NO TIFY XCEL ENERGY IMMEDIA TEL Y IF ONE IS ENCOUNTERED OR DAMAGED. I w O w _ O I w _ 0 w 0 HYD. & 6" GV \ ISfG -I -I MH11-••• w O OUTL T B w _ O w _ 0 3'LA J31 --- I- 5 - L --------- QL 1S 1S � 1S - _ i ; � / \'PVC C-900 Wm.-----' I +� \ � I I I 2 I► 3 1 1 4 I SEE SHEET 12 1 112 x6" TEE - . N \ LA _ PVC c -solo wM 1 I 6- GV • •`�. % S&W 1+95 I S&W 1+40 /NV=955.8 \.• ICI V= 950. 8 INV= 952. 0 I INV= 954.0 I 1 CS= 966. 3 1 \• u : - " PVC C- 900 WW CS= 960.8 CS= 962.1 CS= 964.3 I 4 R LL=g54 3 j LL=956.7 I LL=958.5 LL=959.8 '� _TEMP. HYD. \ i _B..xS" TEE j I - L - _ 12'�V o I �1 \: & 6 GV SS_ c SS - 7 r -! , �nir-� v �'ec --r- �_ / 55 I ; � o %' � � -� COUNTRY AVE A_ --- _-7 o / CSV8 960. / LL=954.3 / I I I I V 71 + 00 72 r 00 73r 00 74 r 00 75 r 00 76 r 00 0 50 100 Feet SCALE: 1 "= 50' BENCHMARK: TOP NU T H YD. 220 FEE T SOU TH OF THE IN TERSEC TION OF FIELD CREST CIRCLE & COON TRY AVENUE ELEV= 962.32 FEET (N. A. V. D. 1988) LEGEND denotes Power Pole OHE - denotes Overhead Electric Line SS denotes Proposed Sanitary Sewer W denotes Proposed Watermoin ST denotes Proposed Storm Sewer iu denotes Proposed Catch Basin j� denotes Proposed Gote Valve denotes Proposed Hydrant - - - - - - denotes Drainage and Utility Easem en t SA NI TA R Y & WA TER SERVICE I NFORMA TION S& W WYE STATION FROM DOWNSTREAM MH, TYP. - 1 +00 SAN. SERVICE ELEVATION AT END, TYP. -INV= 957.1 CURB STOP ELEVATION, TYP. CS= 968.0 RISER HEIGH T, TYP. - 8'R LOW FLOOR ELEVATION, TYP, L L = 961. 1 77r 00 78 r 00 791. 00 807- 00 PRIOR TO ANY EXCAVATION THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES. CALL 48 HOURS BEFORE DIGGING: GOPHER STATE ONE CALL: TWIN CITY AREA 651-454-0002 MN TOLL FREE 1-800-252-1166 NOTES: 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY, THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION. 2. THE CITY 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. 3. 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 CITYS STANDARDS. 4. ALL WATERMAIN AND SANITARY SEWER TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH THE CITY 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. 5. WATERMAIN SHALL HAVE A MINIMUM COVER OF 7.5. 6. TRACER WIRE INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MN RURAL WATER ASSOCIATION STANDARDS. SEE THESE STANDARDS FOR FURTHER DETAILS. 7. THE CITY WILL REQUIRE TELEVISING FOR SANITARY AND STORM SEWER PIPE INSTALLATIONS PRIOR TO ACCEPTING A WARRANTY FOR THE UTILITY SYSTEM; PROVIDE REPORT AND VIDEO FILES TO THE CITY FOR REVIEW. 8. ALL WATERMAIN SHALL BE PVC C-900 UNLESS OTHERWISE NOTED. 9. ALL 8" PVC SANITARY SEWER SHALL BE SDR 35 UNLESS OTHERWISE NOTED. 10. SANITARY SERVICES SHALL BE 4" PVC SDR 26 UNLESS OTHERWISE NOTED. 11. WATER SERVICES SHALL BE 1" PE PIPE WITH 1" CORP. 12, ALL HYDRANT LEADS SHALL BE 6" DIP CLASS 52. 13. SANITARY SEWER SERVICE INVERTS ARE AT THE BEND JUST BEFORE THE END RISER PIPE. REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 1 4-11-25 T.J.B. REVISE OUTLOT C GRADING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION www.ottoassociates.com MEADOWBROOK - PHASE ONE SANITARY SEWER & WATERMAIN PROJECT NO: C.S.O. T.J.B. AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER 9 West Division Street 24-0314 CHECKED UNDER THE LAWS OF THE STATE OF MINNESOTA,I TTO Buffalo, MN 55313 J PB LAND LLC COUNTRY AVENUE A i0&. (763)682-4727 C.S.O. Cara M. Schwohn Otto 4-11-25 SSOCIATES Fax:(763)682-3522 MONTICELLO MN SHEET NO. 13 OF 29 SHEETS DATE 3-28-25 DATE: LICENSE # 40433 Engineers & Land Surveyors, Inc. s� o � / l z� 0 z� o / f / 12 x6 " TEE OU LOT A s� / 4 / r i GV _ �".�..!l�i.�!!E�iin'g,.!•.l�iii��;`:�i�S�•.'s€tfl3'; LL� I III III �-I�II � III I I �r �SEEIIISH'E`ET 15 �II o f pIII II o III I _ W 6 5 z� III � III � II �I,lu 4 OUTL�F IIII III II III! 1 2 3 LU _ 8" PVC C-900 WM II CLIII lii III 8" PVC III +WII Q _Ili Q SAN SEWER I II jlll I IF-11 III " J MH14-•., - \ -8"x6" TEE I III III L� III I �'II - l IT SAN SE R I I I S 0 1 ly _ III 8" GV-' =r 62+00 46 + 00 cI 54+00 58+00�,+ FUTURE PRI VA %E ROAD I - A[ S CR y DRIVE 4/+p 48+00 49+00 50+00 50+67.99�I1 f � I� I� t, I� I I�t•', M Ui: ENS .•.`HYD. & ilL_I-I • r 3 4 5 6 7 8 OUTLOT D 0 50 100 Feet SCALE: 1 "= 50' BENCHMARK: TOP NU T H YD. 220 FEE T SOU TH OF THE /N TERSEC TION OF FIELD CREST CIRCLE & COON TRY A VENUE ELEV= 962.32 FEET (N. A. V.D. 1988) LEGEND -0- denotes Power Pole OHE - denotes Overhead Electric Line denotes Light Pole denotes Telephone Pedestal -11 denotes Sign D4denotes Water Valve Qs denotes Sanitary Manhole Q denotes Storm Manhole denotes Catch Basin - Round w denotes Water Line ss denotes Sanitary Sewer Line sT denotes Storm Sewer Line SS denotes Proposed Sanitary Sewer W denotes Proposed Wotermoin ST - denotes Proposed Storm Sewer Fl 1-11 denotes Proposed Catch Basin jj denotes Proposed Gate Valve denotes Proposed Hydrant - - - - - - denotes Drainage and Utility Eosem en t PRIOR TO ANY EXCAVATION THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES. CALL 48 HOURS BEFORE DIGGING: GOPHER STATE ONE CALL: TWIN CITY AREA 651-454-0002 MN TOLL FREE 1-800-252-1166 NOTES: 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY, THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION. 2. THE CITY 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. 3. 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 CITYS STANDARDS. 4. ALL WATERMAIN AND SANITARY SEWER TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH THE CITY 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. 5. WATERMAIN SHALL HAVE A MINIMUM COVER OF 7.5. 6. TRACER WIRE INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MN RURAL WATER ASSOCIATION STANDARDS. SEE THESE STANDARDS FOR FURTHER DETAILS. 7. THE CITY WILL REQUIRE TELEVISING FOR SANITARY AND STORM SEWER PIPE INSTALLATIONS PRIOR TO ACCEPTING A WARRANTY FOR THE UTILITY SYSTEM; PROVIDE REPORT AND VIDEO FILES TO THE CITY FOR REVIEW. 8. ALL WATERMAIN SHALL BE PVC C-900 UNLESS OTHERWISE NOTED. 9. ALL 8" PVC SANITARY SEWER SHALL BE SDR 35 UNLESS OTHERWISE NOTED. 10. SANITARY SERVICES SHALL BE 4" PVC SDR 26 UNLESS OTHERWISE NOTED. 11. WATER SERVICES SHALL BE 1" PE PIPE WITH 1" CORP. 12, ALL HYDRANT LEADS SHALL BE 6" DIP CLASS 52. 13. SANITARY SEWER SERVICE INVERTS ARE AT THE BEND JUST BEFORE THE END RISER PIPE. 14. SANITARY SEWER & WATER SERVICES SHALL BE CONSTRUCTED 11' BEYOND PRIVATE STREET CURB. MEADO WCRES T DRIVE SANITARY & WATER SERVICES BLOCK 4 LOT 1 LOT 2 LOT 3 LOT 4 SAN WYE STA. 0+42 0+73 1+10 0+25 SERV. INV. ELEV. 953.2 954.0 954.3 954.6 CURB STOP ELEV. 963.4 964.2 964.5 964.7 LOW FLOOR 965.3 965.3 965.3 965.3 BLOCK 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 SAN WYE STA. 0+49 0+31 0+80 1+14 1+42 SERV. INV. ELEV. 954.9 955.4 956.2 956.7 957.1 CURB STOP ELEV. 966.1 966.4 966.8 967.3 968.4 LOW FLOOR 967.4 967.4 967.4 967.4 970.0 BLOCK 6 LOT 1 LOT 2 LOT 3 SAN WYE STA. 1+00 0+44 0+39 SERV. INV. ELEV. 953.6 954.7 955.6 CURB STOP ELEV. 964.8 965.7 966.5 LOW FLOOR 967.7 967.7 967.7 BLOCK 7 LOT 1 LOT 2 LOT 3 SAN WYE STA. 0+96 1+49 1+77 SERV. INV. ELEV. 956.4 958.2 957.6 CURB STOP ELEV. 967.6 968.3 968.6 LOW FLOOR 969.4 969.4 969.4 RISER HEIGHT (FT) 3 IYtV. IVV. UH I t cFr �c,� K,r„U,V Utb,U,VcL) UICHVVIV I I-ItKttiY RE I Ir Y I I I �IJ I- LHN, JF'R A I IUN. UK KtF'UK I www.ottoassociates.com MEADOWBROOK -PHASE ONE WAS PREPARED BY MEE DI OR UNDER MY DIRECT SUPERVISION C.S.O. T.J.B. AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 9 West Division Street CHECKED r � Ak&1 ��>� Buffalo, MN 55313 JPB LAND LLC (� (763)682-4727 C.S.O. Cara M. Schwon�"Otto SSOC►ATES Fax:(763)682-3522 MONTICELLO, MN DATE: 3-28-25 LICENSE # 40433 Engineers & Land Surveyors, Inc. LOT 6 LOT 7 LOT 8 1 +83 2+29 2+61 957.7 958.4 958.9 969.0 969.5 969.8 970.0 970.0 970.0 SANITARY SEWER & WATERMAIN PROJECT NO: MEADOWCREST DRIVE 24-0314 SHEET NO. 14 OF 29 SHEETS DATE: 3-28-25 0 50 100 Feet SCALE: 1 "= 50' 8 z12" LOT 4 SAN WYE STA. 0+34 SERV. INV. ELEV. 956.1 CURB STOP ELEV. 966.2 LOW FLOOR 967.7 BLOCK 6 LOT 5 0+08 955.1 966.3 967.7 -51+00 ... _8" GV I � s 5 2 �9RIVI R,STONE MH12I - -SAL1[� SEWER 4 6 r� �57+00. -HYD. & - GV OUTLOT D MH15- 10' MIN-•• o 3 W 8'k8" TEE--,..., �III�I ss ss CUTLOT F AVMH 13 [I \ 53+ 71.1 L z \i LU a� -I + �..._.._...._8" PVC :-900 WV \ ` T 4 8" PVC 3 Q L- SAN SEWER 00 u w RI VERS TONE A VENUE SA NI TA R Y & WA TER SER VICES BLOCK 7 LOT 6 LOT 4 LOT 5 LOT 6 LOT 1 0+40 SAN WYE STA. 1+65 1+30 0+76 SAN WYE STA. 0+73 954.2 SERV. INV. ELEV. 958.4 957.8 956.9 SERV. INV. ELEV. 956.8 964.7 CURB STOP ELEV. 969.0 968.6 967.8 CURB STOP ELEV. 967.9 967.7 LOW FLOOR 969.4 969.4 969.4 LOW FLOOR 969.8 ,��� 14 X/FRST�ONE SUE BLOCK 8 LOT 2 1+26 957.7 968.5 969.8 1000 .. SCALES: ...... ......... ............ ............. .... .... 1 .=50 HOR . ........... ............. ................. 10VEF ...... .............. ................. . 990 :::::::::..................... ..................... ................ ............................ ....... . ... . .... ................................. ......... ............................ . ........ ...... ............................ ......... ...... -.....-,-.--PROPOSED ... CENTERL:INE:,?ROF14F .................. . :: ..... ............................ :: .... :: . :: .... . . .... :: ....�..... :: .... :: :: .... :: :: :: : .���.•:=EXIS LING. CEN. TERL/NE: &OFILE ::: : ................. ..... ............................ ....�........... 7'......... ................. .. ..... ............... .. �. ............. .. . 0i:::: ........... ........... j: .............. 970::::::::: . :::::::::. ...... L(6 . .............970 . . . . ............ . . . . . . . . . . . . . . . . . . �� . ........ ^ ;v II . . . e . ................. = .-........... ............. .... .................. 1 960: :::::::: ::: WMi yr..:_8" PVC C-9 �0 WM 960 ... ' ............. -:� ::: 157 RCP. ........ 8 r�✓C�g00 .... 8" PVC ............. 12 ". P:VC: C= 900 WM= .... _� `r-- ...... . �: - ........... ........... 950 81, PVC= • ::: - :202 L.F $'� PVC @ '. 7390 N 950 o: g" PVC ............ off, o @3.5E rnrn ............ rnrnrn W� .. .... 2. .I : Z .... � 940940 �•" �` O 2 : : : :2 : : : : : : . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............ ................. 930 `:930 920 49= 70 50- 00 REV. NO. DATE BY 51 r 00 DESCRIPTION 52- 00 53- 00 54 r 00 920 LOT 3 1 +62 958.4 968.9 969.8 55 - 00 DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION C.S.O. T.J.B. AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA, CHECKED (l_A Al C.S.O. Coro M. Schwohn "'Otto DATE: 3-28-25 LICENSE # 40433 I w 0 w L�J 3 lu miry ty ��l -10' MIN 0 F SEE SHEET 14 ' s� 4 J � 1 6' -? w 1 w C o� tea. .--...-8" VC C-900 4V S, +c Q� I 2 5 w ... I 5:: 7 F�12 8 OUTLOT D LIJ _ E3" PVCC- L :--! .-8" PVC SAN SEWER 5 SAN SEWER . 8 -5 PVC C00 W,1-..._..._... /r 7 MH15 Uj -1� 8" PVC_ - -8" Jr SS I CS ! v� 57� 00.16 .......' S) N SEWER �- \ HYD. & w \i `6" GV TEE b; ID IN 18" 1L I - - - - LM1N. 5=PARA TIOA- II I ..... & INS "ALL 4" II � a '' G 8 z6" TEE- RIGID ,NSULAT101" 53+71. f8- OI�TL'oTIF I I ::•`:::I HYD. -l..�' I .:: ;.:':• I 6" GV I /.• III CLE•ANOUT -8 PVC C-900 WM II I PLUG END- iII ool III I I I I I I o q� III I -� - , � - I� II I - III r i fir- � , F58+tea_ .:;' "... 59+1 00 - - - -I - 60 00 - - - I - -- 61 100 - BA YFIEL D LANE SANITARY & WATER SERVICES FUTURE BLOCK 18 FUTURE BLOCK 19 LOT1 LOT LOT LOT LOT LOT LOT SAN WYE STA. 1+04 0+77 0+26 0+05 1 SAN WYE STA. 0+59 1+13 1+35 SERV. INV. ELEV. 959.1 959.8 959.5 959.2 SERV. INV. ELEV. 959.4 958.9 958.3 CURB STOP ELEV. 970.0 970.1 970.1 969.9 CURB STOP ELEV. 969.7 969.7 969.6 LOW FLOOR 970.9 970.9 970.9 970.9 LOW FLOOR 970.5 970.5 970.5 1000 . : : : ........... :: I �- I ) I A \' F 1000 SCALES: ............... . ........... 1 "=5C' HOR .... 1. 0' VER:............. .................................................. .................................................. ....... .............. .................................................. ...... ......... ......:::::::::::..:;..:_:PROPOSED CENTEPL/NE PROFILE:::::. . ....... .......... ...................................................... f�' ._•••-EXIST,NG CEN-TERLfVE PROFILE .... . 980 ::: ; . ....... .... rn .............�") j j.... .. . .. � vi : j: : : : j: : : : : : : : . : . : . : : : : rn: 0) : : : : ......... ............... L0� �� .:....: ................ 1... .I :.. 'D " : -PROPOSED HYDRANT 970:::: :::::::::::::::: .. �� ..11....� . . Ln =Zk 970 ......................... ........................... - .... ..... ..-. - .- - ......... ... :- .......... .. -..�. ....... ... 15°' RCP ( ': ........................ ........................ 960::::: 15" ?CP--,.. ........... ..... 8»:PVC C-900 WM :.-8" Pvc C=900 . �. .................. _ . ...... . - -� . 960 , . .. .... .. .. .... 900-4W- .. .. .... .. .. .' -8" PV ; ... . .. ........... .... .. .. ... ........... ............. . .. .. .... . ...........� .. 17 LF- 8,,fVC @ ..... 509,' . . . .. .. .. ... ........ .. .. .. .... . ..143.L-8.,.PVC @ 0.509 950: ........... ........... ::: ...... .... 3»PVC j.. c6 cd cfl L�- O 950 11.. LOtnLO rn INSTALL WA TERM/ IN WITH A T 7P ! W` cry o, c, 11� OF PIPE EL E VA RON OF 958.14 A .T I ,� Z STA :54+32 TO PROVIDE 18» lN.� J �" . CLEARANCE FROM S TORM : SE 0 p 940 INSTALL 4 RIc;1D INSULATION. 2:::. 940 2 .................. z 930 930 920 52=50 53-00 www.ottoassociates.com TT QS,SOCIATES 9 West Division Street Buffalo, MN 55313 (763)682-4727 Fax. (763)682-3522 Engineers & Land Surveyors, Inc. 54 - 00 55 - 00 57-.00 MEADOWBROOK - PHASE ONE JPB LAND, LLC MONTICELLO, MN 920 0 50 100 Feet SCALE: 1 "= 50' BENCHMARK: TOP NU T H YD. 220 FEE T SOU TH OF THE /N TERSEC TION OF FIELD CREST CIRCLE & COON TRY AVENUE EL E V= 962.32 FEE T (N. A. V. D. 1988) LEGEND -0- denotes Power Pole OHE - denotes Overhead Electric Line 0 denotes Telephone Pedestal SS denotes Proposed Sanitary Sewer W denotes Proposed Wotermain ST - denotes Proposed Storm Sewer denotes Proposed Catch Basin jj denotes Proposed Gate Valve denotes Proposed Hydront - - - - - - denotes Drainage and Utility Eosem en t PRIOR TO ANY EXCAVATION THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES. CALL 48 HOURS BEFORE DIGGING: GOPHER STATE ONE CALL: TWIN CITY AREA 651-454-0002 MN TOLL FREE 1-800-252-1166 NOTES: 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY, THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION. 2. THE CITY 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. 3. 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 CITYS STANDARDS. 4. ALL WATERMAIN AND SANITARY SEWER TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH THE CITY 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. 5. WATERMAIN SHALL HAVE A MINIMUM COVER OF 7.5. 6. TRACER WIRE INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MN RURAL WATER ASSOCIATION STANDARDS. SEE THESE STANDARDS FOR FURTHER DETAILS. 7. THE CITY WILL REQUIRE TELEVISING FOR SANITARY AND STORM SEWER PIPE INSTALLATIONS PRIOR TO ACCEPTING A WARRANTY FOR THE UTILITY SYSTEM; PROVIDE REPORT AND VIDEO FILES TO THE CITY FOR REVIEW. 8. ALL WATERMAIN SHALL BE PVC C-900 UNLESS OTHERWISE NOTED. 9. ALL 8" PVC SANITARY SEWER SHALL BE SDR 35 UNLESS OTHERWISE NOTED. 10. SANITARY SERVICES SHALL BE 4" PVC SDR 26 UNLESS OTHERWISE NOTED. 11. WATER SERVICES SHALL BE 1" PE PIPE WITH 1" CORP. 12. ALL HYDRANT LEADS SHALL BE 6" DIP CLASS 52. 13. SANITARY SEWER SERVICE INVERTS ARE AT THE BEND JUST BEFORE THE END RISER PIPE. 14. SANITARY SEWER & WATER SERVICES SHALL BE CONSTRUCTED 11' BEYOND PRIVATE STREET CURB. PROJECT NO: SANITARY SEWER & WATERMAIN 24-0314 RIVERSTONE AVENUE & BAYFIELD LANE SHEET NO. 15 OF 29 SHEETS DATE: 3-28-25 •- i I I- I •, I - I 6 I I L I _-_-J 1 1 305 -% I I I �-• 304 1 1 306-- ►1 L___�J I o I �► _ J L____ �-- _____ J ^�� I 14 / ST IF ts1 0 �ih - ! +Y' _ I _ _ o - - I I I Existing CB 3031300 L I-Rim=952.30 L N J Inv=947.72 1 �I F_ _ 1+�: / r� � � I --- 15 I I li I I - �-�rS I I -Fence I I -------- � j�. 34,3-BI I I 0 50 100 II � � �. I J µ � Feet ovrlt I : ----_ U� , I II MODIFIED I I SCALE. 1 -50 Y - STA. = 35+22.7-I DESIGN "D" 8 _� D = 4136 24 " CURB &" "� :: �•.. I 60 I i 1 6 I 21 " RCP - 1 BENCHMARK: j 363.09 GU T TER, T YP. J`.. �•., I SEE DE TA/L C �-:_ o i �I�- TOP NU T H YD. 220 FEE T ��. j-,-1- -� o F&l COMB/NED pl >'TA. = 39+32.04 j SOUTH OF THE INTERSECTION o 1- -STREET & D = 42.1929 _Existin .CB 5 OF FIELD CREST CIRCLE & �- _ _ _ I STOP SIGN I Rim= 952.54 COUNTRY AVENUE I INSTALL MNDOT Irt - r I J _ R = 180.00 N� Inv=947.96 TYPE 111--• i 1 u'• - c� I L - - _ - _ L = 132.97 j BARR/CADES��= ,� I : ; - 308 - l _ _ ` MA TCH EL E V= 962.32 FEE T (N. A. V. D. -.r� Q' �• - -EXIST• CONC. 1988) �-�� k6 I � 1 ri 4 SIDEWALK -�-_� ; 6�_I` o m- 309 9�$ AA1r` r'o -.. 4 J , / 36+00 311+ 3 +00 �r 1i1E- I t` D�r7Existing CB �/AjCy EXIST• 310 g58-7 - 38+00 - ` _ ---Rim=954.87 18A & CURB � / oil �958, $00 87TH ST. I N_E �9x p°' Inv=950.9.'� &GUTTER F /COMB/NED ` s i / S STREET PLUG Et-: ST+ / ROP BAOC OF D I (I U' y�' i I : Q �o ! CURD FOR FUTURE--"- i* LEGEND PED. RAMP I ~ 962I lL .OX denotes Proposed Spot Elevation MNDOT TYPE �..III ''I( -oHE denotes Overhead Electric Line IIIIIIII II I II I �'•/: T \oo s� s w denotes Telephone Pedestal xis g CB ❑ Rim- 954.82- ••� r + - X - denotes Fence Line -�- I III Inv=,?50.47 denotes Hydront ; _ denotes Water Valve '-Jigi cvr'�io ' �� , , ^V Qdenotes Sanitary Manhole I II III -o b �•4�o6,��j� QD denotes Storm Manhole �I II III �°I ^Existin g MH ExistingMH Rim=958.40 @ denotes Catch Basin - Round u denotes Catch Basin ^ NInv=948.73 P/ STA. = 40+61.23 w denotes Water Line D = 47*26*10" - ss - denotes Sanitary Sewer Line I II I III III I - R = L 1241. - ST denotes Storm Sewer Line I III III = .19 - ST denotes Proposed Storm Sewer I II I III III I I11 denotes Proposed Catch Basin � II I III I I denotes Proposed Light Pole o I - - - - - denotes Drainage and Utility Easement 990 .=17. .. T-NE 1"=50' HOR VPI STA = 39+50.00 1 "=10' VER o PV/ ELEV = 955.27 O co :::: L=39.00 980 o ....... j p- PROPOSED + E = 0.12 980 + �p . . . . . . . . . . . . ~ O O-GtN/tKL.INt r.OW POINT STA=39+53.4f' p d. Z I- r�j ........ .... �t PROFILE LOW POINT ELEV=955.38 II ......... .... rn ,� i rn O o II , :::::::: :::: ` .... EXIS TINC t o O Q W ......... II m -CENTERLINE : °j ^ cD �i to �ci �I J II �� + 970 to �u ::: F(l TUl?f :::::. 2 m 0) tN ! PROFILE: N + `+o U) rr 970 a s -(,L/V ILh L•liyE.. ..� u o v o rn .,: I ......... d rn N > > . PROF/L r - .... r7 + ap ,, 4 4 N J �u O .1 II �� Q J � 960:............ "- 1. J ............... v v I, I, ,� 960 PLC G END- . ........ .. ... .................... . ...................... . :::: :::INV= 954.31 ....t... .RCP: . : : : : : : . I 950 16 LF 15 ' HOPE_...' N o0 89 LF 15 " RCP .... .......... ... .. ....... 950 @0.709 @0.5gq to ..I.... It) to Wj 1rj to to ............... ... DETAIL C: : ....... EXISTING. PROF/LE � PROPOSEL s Z ......................... . /` n PROFILE ................. ^:. rn rn 940 Z 2 ~ : j : op ! ao o J �...I. i LO 940 Z 2 271 .. .. .... . ... .... °i 2 o 32 LF 21 " l?CP 32 LF 18" ?CP 930 _.. ......:: i 00.507930 @ 0.507�. RCP 21 " RCP-�' N U) Ln Wi � toPei T rn to rn 920 920 910 4 910 �W 00O coO (o1I• co^ (o") to ^^ N<t NN 64W) N^ N00 NV) NN No r��o rn ao O p of Oi 06 Op 00 ^ �d � Ld Ld L �� to V) LC) V) NIn LOIn LOLO U)Ln Ln Ln rno1?00 rnrn rnrn rnrn rnrn rnrn rnrn rnrn rnrn rnrn rn rn 900 }/ r Existing MH I Lix�\j��C \• �� ...� ,..._Rim=954.26 S) \l � r I: Inv=946.82 \, F£S1 ^ n-� Existing CB J� / I Rim=952.30 I V V rV I V Inv=947.72 in C, N \ \ k / 42" RCP X L36" RCP k 9 \ - - 1 1SX - 36,, RCP dD2� „9£ 1S 1S is �o -- 1S 1S o S 1S 1S 1S -/ r-----I r-�-----7 � I_Fiber �''•�• '' � � 18" CP gh-18" RCP I Optic Box <r r /O I Ij . o \� :: SEE DETAIL Al CF) CL,� :' \ \\ 12 1 1 13 1 1 14 1 I 15 I I 16 :_300L 1 z ,W 2 z �o (0 o _ ti _ 14+00 �. 9s) 307 ao j RED. RAMP$.: R T S 15+00 P1 STA. = 13+ 5.72\ - I - _ '� 16+00 rn I D = 89 47' " J 0 MODIFIED DESIGN "D " j �• I �� ) ( 1 y 18 00 coo - R = 100 00 301 ��� 0 302__ •CURB &GUTTER, TYP 303 �•.. I 0 �O1 , 308 I �` �r _ : INSTALL MNDOT TYPE oZ / L = 15 .71 / �N S a3 - a� I11 r - _ _ III R` 9? ZO - - /// BARRICADES I NC. ____ - i I - _ � �� - I - t �-<.'I I I i 309 310- 2 10 L-.-_ z voi I -�410�I- ! I I Ida / I I i I I I it I ► I I I ' _o Ir o(n / LAM -TC-HEW€- -- I. L I I I j 1 I I I 9 N<r -=:jf_C 12+06.09J a /SEE SH.�ET 17 •-' �- I. -.-. .�.I-.�2. .►-� �. i I -.� `i 60 j� , I 5 -��� I I I r� I I• I I --• I j I I '\ / 8 I �I L--_--__--J L- 304 - ::"{SEEDETAIL B� I s�I311` L - - - -- I li I t �--_- - - - - - - - - - - - - - � _ I - r-- - - - - - - -+- 01--� i I 1 t,', / I I 4 3 ' i 1► �� 7 2 _l I �,I I, I z / I o W11I / �+ Z •� i-: - - - - - - - - - J 1 IIII III I 0 50 100 L__ I ,--�_-_ -- 1f _ _ I 1 111 Feet 305-..• - 1 11 \I \ I\I SCALE: 1 "= 50'306 990 ' n .. ' 990 VP1 STA=12+00.00 F1 0 1 rX C : C 40 ko PVl ELEV = 964.39V SCALE 0 .. .. L, L=1'0.00 1"=50' HOR + rn HIGH POINT �'TA3411+25.00 o STA 12+00 1-0 STA: 17+01 ^ � 1 "=10' VER 980 II HIGH POINT , =LEV= 965.55 o r, 980 9Y F40.OSED CEoV TERL INE _ ^ ^ N VPl S T 4 = 14 + 15. 00 o0 0 PROF/LE + co N o PV/ ELEV = 957.20 � I � � ,N,4 o � u'i Ln W ... ........ .. °' + co f =175. 00 tr `0 � °� d ^ d vi .............. EXISTING CENTERLINE :I rn E = 0.84 ^ ao et ao a o oo V N a Q_ :::::: P.ROFII:E.: -:• II II ^ � ^ _ d ao LO „ c0 + tr, + Un �i ^ I , ap 4 LOW PO/AT STA-14+73.98 rn + ^ co Q, ^ rn II 970 I Q W + 11 ^ v ::. corn c+o �� n \ ...................... 970 i _j (\, o LOW POGVT ELEV=95::.59 _ j I W i n 4 N^ p I I rn Q n p, : Fly TURF:::::: ... . ................j. ... !. O A O to. l� + t` 4I Q W O N W :: ::::: :::::::: :: i:::. j > > Q, v v II o0 0 J o `) � �' II II to 4 c~i� u W v C� . .... CEIV T... I1V.... ... . ....... N ; _.../ j j p to W C� �.::::::: PROFILE ..... ... . :. 960 .......... J. -3. 49' II to �uC� -- _ I ...... 1 .. ::::::::::�::_ -- - - r� 0.5290 .- .................... _ - - - - 1.709 .................... 50 LF 27"RCP @ 0.60q - ... 143 LF 21" RCP @ 0.509 1.96i. .... • .... • ....... • . 147 LF 24" RCP @ 1.00q. �-2.049' . .. ...... .. ........ . ..._ 27" RCP,... 21 RCP ::::: :::::: 950 ..... ... :. I i = 52.59 wV I.I (SW _ 95 3 3 ...... ......... 950 I.IV /N (S)=950.35 1 18" HOPE •.._llV /N (W)=951.56 /NV -CUT N)=953.23 . . . . 1 INV IN (S)= 950.35 ( INV OUT (NE)=950.35-• .•-INV OUT (N)=95�.65 /.1V /N (E)=952.90 :: ..... . _ UMP /NV=946.35 . . . . .... .l lV.OUT (N)=952.32 ........ .. ......... . 940 DETt11L A ;'-PROP�sEO PROF/LE :. ....... :: . :::: : DET IL B ....... o 940 .. i .-EY..�cri�r� ppnF�CE o o. . 300 I : : : 301 ^ ^ : PRCPOSED PROFILE-• ...... .. cn 8 LF 15" FES1 �"- 4/M=956.50 i j . RIM=9E0.95... ............ "� L �EXIS TING -PROFILE- � � II HOPE JO" RCP'FES W ............ .... rn rn.............. � oo i '� I. . ............ .... ^ II II .............. I I ...- . O - : _ @ 0. 509 TRASHG RD & 17.0 :...J111111.... 4 .. ........ .... - . ..... :- CY CL. / R/PRAP GR1�UTED I.... ............ O. o y. _ .. ll 1 O _ - ... 930 .�••• TO BOTTi�M OF BASIN &SHEET � � � � � -- ......... ..... : :r PILING PFR CITY DETAIL - - - �� :::::: :::::: _._J2 F IS" - - .27 RCP �• ... ... ! INV=94.6.05 .. �� \ ............ i �..@ 0:509 ... ... j.: �. ... 131 LF 7" RCP @ 0.60i ....... :� :: j: : . . . . . . : :�: : . . . . ...... o N c0 o N `'� f26 LF 18" I-'DPE ko 15'SHDPE rn t) o ::: ::::::: :133: F :30:„ RCl i @ 0. 4090 I ...... ::::: �i U) U) rn "� : @ 0. 70% �r Mi Ui @ 1.00q U) U) � 920 I.. { .... c rn rn rn 920 :: .... :: h' .... :: = c. 4 4 4 "-21 " RCP :::::: INV /N (SW)= 949.56 fi INV IN (S) -50.35 ...... - INV OUT (NE)= S 50.35I- ...... INV OUT (E)=946.60 J 2 2 Z Z ... o0 00 SUMP /NV=946.35 No O 910 0�2 »�O 910 ZZ z 2 11;tC0 No �N 00rl' a W)0 00c0 rn<1 rt� O") cod �I ") brn ^Ln ")o NN rnLO -0) ONO (aW) Oc0 Mtn N") to to ^ rnrn ^rn Nt<t• ^W) (0Ln N00 Nt0) ")00 Ui O Ui an IV: 0i (\j of ^ 00 0i a0 a0 06 ^ 00 ^ a0 N ^ a0 N a0 a0 a0 of Oi c6 O Ld O O O c0c0 (QLn coo cpo coW) U)W) W)W) W)W) toU) U)Ln Ln� NLn NLn N� to to coo co�0 rna900 rnrn rnrn rnrn rnrn rnrn rnrn rnrn rnrn rnrn rnrn rnrn rnrn rnrn rnrn (a) 0) 9000)0) REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION www.ottoassociates.com MEADOWBROOK - PHASE ONE STREET & STORM SEWER PLAN PROJECT NO: T.✓. 1 4-11-25 B. REVISE OUTLOT C GRADING C.S.O. T.J.B. AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER 9 West Division Street 87TH STREET NE & 89TH STREET NE 24-0314 UNDER THE LAWS OFT ESTATE OF MINNESOTA. CHECKED C&IuL TTO Buffalo, MN 55313 (763)682-4727 J P B LAND, L L C (STA 12+00 TO STA 17+01) C.so. Caro M. Schwohn Otto 4-11-25 SSOCIATES Fax (763)682-3522 MONTICELLO MN ' SHEET NO. 16 OF 29 SHEETS DATE: 3-28-25 DATE: LICENSE # 40433 Engineers &Land Surveyors, Inc. -FES8 - - - - OHE - OHE In OHE OHE OHE OHE OHE OHE OHE OHE OHE ;OHE IOJE iOHE OHE OHE HE OHE OHE OHE OHE OHE H - OHE OHE '� ` OHE - OHE OHE 1 - - - - - \ _ (•l - - - �� FEs4 ...,..., OUTLOT C. _ GROUND RODS &GROUND WIRE MAY BE /N THE PROXIMITY OF / \: • • • • • • • • • • • " " " " " " " OU . . . • • POWER POLES. XCEL DOES NOT KEEP SPECIFIC RECORDS OF /: 201 \ \ Z WHERE THEY ARE LOCATED. PLEASE BEWARE DURING-, • .......... ...... . Son. MH p y0 CONS TUC & NO XCEL ENERGY IMMEDIATELY /F ONE IS �...� / I I \ - OHE OHE OHC Rim=956.52 �. yp ENCOUNTERED OR DAMAGED. H I I OHE OHE OHE OHE OHE OHE OHE OHE OHE 10 - -� 0 E OHE OHE \ OHE1 OHE OHE �• OHE OHE \ OH HE 0 OHE OHE OHE S:, I q ---- - 1 - - - `� --- \ CAUTION: OVERHEAD I• '� I � o � - -\ - � �� _ - - \ OUTLOT A ELECTRIC LINES 7 _ _ 0 50 100 RCP ST i�l - - - - - - / / I I SEE DETAIL DI l \ 7 / I I I I \ - '\ \ \\ I I Feet 9 I _ N _ _ \ 9 SCALE: 1 "- 50' 1 A cry j P/ STA. = 1+59.88 l l \ % / I It I J I \ \ \ \\ \• \ p ^ R = 4200. 00 " _4 " PARKING / I 2 / l / ` Q FEE T Existing CB `'' €:. c / I r - -1 r �\ �::�SEE DETAIL F \ \ v \` \ / STA• = 13+0"721 I BENCHMARK: 9 o F&l COMBINED L = 151.13 STRIPING, TYP• / I l / / 7 \ 1 I I I \ \ \ \ \ \ 1 Rim=955.01- !?: 1 SEE SHEET 18 2 \ y ;, ...-STREET & 1 \ D = 894727TOP Inv= 950. 81 -� \ / / / 1 / / I N I I I \ \ 7 OUT U OF TDHE INTERSECTION n , 1 ;• STOP SIGN / I \ \ I - \ \ R 100.00 ... ... ... ... yp `,� :�0. / R=5 A�- 9, T �' / / / / \ \ �I o II - I \\ \ ! \ \ \ I OF FIELD CREST CIRCLE & �� \ �, : ter/ / / % a + �+ I \ I COUNTRY AVENUE LR=S 101 �� 5 / / ��� �II�------- j \ \ !\6 ` \ I I ELEV=962.32 FEET (N.A.V.D. p / -�.. VALLEY 2+p / / / / - r w I I 5 \ \ 1 CAUTION: OVERHEAD \ ` 6 ELECTRIC LINES It•� \ t9 0 6�9� GUTTER 0 �2 21�..• l 1988) I 1+0 / / I a I 3 1 / c� \ \ 0 \ 02 �. I I R.=2 \ ,3x o••,,�oo,F� � \ / 7 � ;: ; I I 1 \ j �\ � � � `PRIOR TO ANY EXCAVATION THE 62• -CURB Fo o I I - / CONTRACTOR SHALL VERIFY THE -.:<.. �... gt:... 6214 4CUFsiC,t," ,l �. Q.. _ -----J w O Existing MH \ 0 g Tj�, o.. I --- l I \ i / LOCATION F ALL UNDERGROUND L : �� L ION 0 Rim=961.56- -tri :;. 0 c_ SS - � � , -<.. 104 R, l w %' _ _ - - - - - O 12�00� UTILITIES. Inv=955.11 -... v> \ �•i i 1 � � �� R=20�... � Yp 4x � � I fl � � - -1 \ .�. \ : -�r i � � \ 108---�y� / I {" f- F&1 COMBINED I \ I41 CALL 48 HOURS BEFORE DIGGING: �~ 0+00 1 St 0o L 1 IZ I I /..-STREET & 4 \ v \ w �� GOPHER STATE ONE CALL: • 'San MH � /� {,. i '• •� � Rim=961.83-~' jo Roo � III N c,)j 1_U I I::.. :� I STOP SIGN u, a % \ ��( TWIN CITY AREA 651-454-0002 Inv= 936.30 c, 0 0 -o \ -o '`�&i 63.69 o- tr, / 5 \ J, \ c> . / `'-107 �STR£CON :., /too SxoO I O -^ /i i{SEE DETAIL E�I \ t�xXO/ \MN TOLL FREE 1-800-252-1166 O\ C 4" PVC S;, / * F0 �3 ,.. � I I U ^_ I r J - -/ w`� p \ '' /� I W `�-IRRIGATION S� j r _ : L - - 1 - - / `" r..t.• LEGEND :. o \ ` o\ Q N CONDUIT R=20 .... / 106 �� _ J fi I ... 1 1 - - F O U� &�:::_,•,_..._. �� 00 O G i 0 10,�; �� E,c j : �' \ rn 62.oX denotes Proposed Spot Elevation bttet �..� Q� 2N :. O\ T+ / �i I;.. _......;,:. "� /00 I411"01-..- r.._204 j 1 / 1h ip+0j \ \ denotes Power Pole o. yp L> O <l \ I �� 1 6 of r \ �O 9 OI-196,R'9a• �` - r 9+0 , /� �` \ \\ ` OHE denotes Overhead Electric Line ono' \� �;l 2 :%Ii \ / 3 ll�' 1g \ 4" PVC 1 %/// `O 7+00 S s9 rn 8� DO - / i-o I ET \ C -4 denotes GuyWire G OP\ Existing CB �7 0 Ii.l \ NEST I -IRRIGATION I - \ 6�' _�. �0 202 STRE - \ \ J fiber 9 % ' € _. 0 SEES 5 CONDUIT I - - �'`-------::----------' F• Rim=959.20-•�' • ���:• �'_ 0 \ ill' F&l COMBINED � 1 • -_- • • , • �� � n ;.: o PED. RAMPS] E 5t denotes Light Pole :.. Inv=955.68 ::: W -STREET & -'� : I 0 �u \ denotes Telephone Pedestal :.. n �\ I�i1�•: � O STDP .SIG ..s �\ ` .. / 1 0 �.,::., .� {. -� TA. = 68 \ \\ denotes Si .;. y I: / 109 S = 03.37 a` = - \ 9 ,;x ti A ^ L� p LI1 4 , N P/ D TA 22 04'04 " �-• 203 � � - - \ 37'24 " \ \ \ cv denotes Water Valve �\ 1 f0 % GO R = 300.00 /R=20 - SPED. RAMP _ �-" C \ = 330.00 \ \ \ - ::::. 4 NE 206-•- '> \ y \ L = 113.02 denotes Sanitary Manhole v� 3 S L = 115.55 60 -205 `' \ \ \ \ �� �:• SEE 1 OUTLOT D ! - - <`- \ 4 \ OD denotes Storm Manhole F&l COMBINED y 1 �� STREET &� EET 18 \ \ denotes Catch Basin - Round -� �.• c••• � SH ��- \\ \\ \\ \ \\ \\ 3 \ w denotes Water Line .- yy 1 1 C>�\ r 2 N� STOP SIGN SEE \ \ 3 \ \ ss denotes Sanitary Sewer Line � :I�; � G\ h� 1 � 111 ,� \ \ 2 1 WTLOT-F, \ \ \ \ \ \ \ �� QT denotes Storm Sewer Line o�O 1 1\\ \ \ \ \ \ \ \ ST denotes Proposed Storm Sewer O 6 207 �' 1 \1\ \\\ / I i denotes Pro n �• 2 1 } �� �0 57+00.16 \ 1 „- „_\\\ , -� \ \ \ 2 \ \\ \ \\ posed Catch Basin 1al :I o 3 00 \ \ E do-,\\\ _-� \ \ i denotes Proposed Light Pole s„ 3 \ 5 \ �P�F� N� 5 \\\�\\\ 1 \ \ \ \ 305- .\\ \, - - - - - denotes - `� 2 \ \\\�� \\\ \ `/ \\ \ \ \� \\ 306� y Easement Drainage and Utility ........ ....... ............. ® .............. .................... SCALES: E ....... :. . . . . . . . . . ::::::::...:::..... 89TH ST Itttttt� 990 1 "=10' VER VPl STA = 1+00.00 VPl STA = �'+40.00 O ::: VPl STA _ 9+50.00 VPl STA = 12+00.00 990 PV/ ELEV = 963. 41 PVl ELEV = 962. 00 0 TO-STA12+00 � PVl ELEV 5 968.26 PVl ELEV`= 964.39 L =1,. 0.00 L =100. JO o S 0 L=175.00 L =1,. �0.00 E 0.56 E = 0. 22 0+ I E = 0.67 O E 0.34 c/� HIGH POINT STA=1+24.75 LOW POINT STA=2+48.26 ,t 1 rn to u� �IIGH POINT STA=9+48.55 to O HIGH POINT STA=11+25.00 J HIGH POINT ELEV=962.91 o LOW POINT ELEV=962.21 PROPOSEJ CENTERLINE PROFILE-"'-•••_., N_ � ^ �i HIGH POINT ,ELEV=967tri to .59 °' o to HIGH POINT ELEV=965.55 00 980 o _ ^ cV O O o ` }k) N :EX1STINC :CDVTERUNF: PROFILE- :_ ..�::. �.. u�j . c�c�� ^ rn o rn + ka 980 Lriw� ± O O N O O� ^I ^� O .� .\ ^ O ^ U�Q � p1� II N 00 ^ N + + O� II 11 + O + O) O u� d � O O �. : : : : : : : : : : : : : : : : : : : : : : : : : '1 : : .\ : : 11 11 11 11 II 11 + (0 W u N Q W 11 II 11 N c^p N m O O O b N + d + O a0 d \ \ ^ p1 trj II , ot) II II O O > II N r') cr. O II 11 �O +0). . . . . . . . . . . . . . . . . . . . . . . . . . •. > >� > V� ~ J Q W II 11 11 II U) Q J II 11 (rI ^ (� . . . . . . . . . . . . . . . . . . . . . . . . . . I. \ Q J Q J Q J W W W w II II O O II I O Uj > >k V) W > II ^N II QW + c0� . . . . . . . . . . . . . . . . . . . . . . . . . :l . . \: : W � WC� � W N� V V t>O) W 970 �, WL" � QW�' +� �� NW,c u� �� ... > j �� 11 c) c) ::::: 970 to 11�(.� IF V, �t v j j V V + I� I� U) 4j (� :� . . . . . . . . . . . . . . . . . . . . . / ` V �c - 7 . j j 1.50% .. -1. 557. .................. .... 20 q No » ..... 0.72� . - . . . .. . . . . .. . .. .... .. .. . . ..... / �: =18 RCP �: :...- �`: :....... : �: .. 2 J �..._15" RCP .. .. .. ...... ........ ........ ........ .. . . .... .. ... ............... I f.: 960 U1.g.::::::..*� .... _ _ .......:::::::....... ...................... }� -r' 48 LF 1 (I - - - - - - - - - -15" RCP ............................. ....-- -- - -� 7. ........................ .... ...�..... .....-2.00%J.................................................... �- 36 " RCP ....................................... 2.009 ; 15" HDPE`.:. :.. 106 LF �..67LF 1,�i2LF 15"RCP @0.70� �� o @0.5C.i .............. .................. '0 » of @ G279' /..._36" RCP 18 RCP INV /N (SE,1=956.88 ,% \ INV IN (SE)=955.10 °) °i rn 36 RCP-' �...I •J @ 0.90� 950 /NV .lN . (W)=.954, 71 IN V IN (SW)= 95 � 68 11 W -� 9• QL llvv vu _ i INV OUT (NW)=r57.48 2 INV /N (SW)-951.29-` ::::::::: INV IN (W)=950.9 FES8 DETAIL TA IL D Zj � p INV OUT (E)- 951.22 INV OUT (NE)= 95( 93 ..... . 24 " RCP FES V // PRCPOSED PROFILE-. ,, .... .. . ...... ..... . . . . .. .. . . . . .. . I TRAStIGUARD & 1E:0 . ..EXITING,.PROFILE-..,... . \. 101 r.,_102 ... 103 . . ...... .. .. .... .. • • • ... ..... ........ ::: _202 940 CY' CL. N R/PRAP I RAM= 961. S8 -': RAM= 961. 68 r - RIM= 958. 40 2 2 DETAIL F ... . �.... GHUUILU lU dUl lUM- . - . 4 P�S4 . .............. I OF E'ASIN & SHEL T 1: „ 36" RCP FES W ... PFOPOSED PRCF/LE-'•...... ........ . PILING PER 32 LF 21 RCP_ _ ••-18" RCP DETAIL E @ 0.809 - TRASHGUARD & 18.0 00 : EXISTING: PROFILE-. • CITY DETAIL �% :::::: � � 204 �03 \ INV= 946. 00 % CY CL. IN R/PRAP R/M= 965.4 7 - _... Fr/M= 965.4 7 �. .............. A: . 930 / _ _- _ ..._ ................ 139 LF 15" HDPE @ 0.509 0 GROUTED TO B01 TOM_ - �. OF RASIN & _Sh'FFT _ - M 930 i 3. 00% ;` �i �•`-F'ROPOSED PROFILE...:::::. - - - - G - - i .:::: ...........:::: I l r v� �.. = vu w... . @ IN V /N - 956. 88 L0 P/L /NG PER : - 36 "' RCP " HDPE ( )- ........... CITY DE TAIL N Ik. I �170 L,F 24 \ �: -INV /N N'-954.71 °j • :-EXISTING PROP'ILE. i ::,� : ! INV /N (SW)=954.�5_.1 j O- p i ... ............ ......... INV=94�.70 � ... 300 LF �.. RCP @ D.679 ... .... INV OU (NE)=954. INV OUT !NE)=954.51 :::: INV' OUT (SW)=961.47- j ::: / ::::::::::::::::. ............... �..! 920 i j /... _ 36 RCP .. - .. : : : . . . . _ . . : I 920 ., i MAINTAIN 18 " M/N. O ............ ............ I 1 Q f .......... .... r' INV l N W - 950. 93 ,L . . LF 24 RP_.,.i I INV /N (SW,=948.95 12 PVC C-900 WM-"' `-SEPARATIGN & INSTALL :::::::::::: INV IN (NE)=961.31 �� » r - ......... .. 8 PVC �••._ O- 35 LF 36 RCP / NV /N (SW)-948.92 @ 0.50.0 2 ........... ......... �... p? _...�- ....... INV OUT (NE)=95i293 LINV OUT (E)=946.18 4 RIGID /MSULAT/ON ............ ......... -INV IN (SW)=951.29 rl� @ 029q, �'-ENV OUT (NE,►=946.80 • : • :: • ::: : SUMP /N V= !'42.18 .... . ........ INV OUT (E) = 951.22 �.., i' SUMP INV= 942. 80 aW 910 0 �cfl toN �N o ^�N rno o� Nut Qo^ :: V. 00 ocfl to N^ CN ^�I c0N rno rn� coao ^rn �c0 NC) W11" ood 910� w -» ww ww v0 t�i. vw ��v ^� u�w w�� ww ww ww -�y 11 C.rw i.v� �v ��� tr�u� viu� �v� �w �o v0 IVt<r Nth N: Ni koo c00i ^O NO ^o k6o Brio Vi0i -1-bi Nai O Oro Oco OO �0co c0c0 OO O OO cOto OO OO OO OO OO �0O OLn O(.0 OO Oc0 �0(0 OO coV) kc-v) OW) OW) 905 rn rnrn rnrn rnrn 0,rn 0,rn 0,0) rnrn 0)0) rnrn 0)(3) rnrn rnrn rnrn rnQ) 0)0, rn0� 0)0) 010) 0)0) 0)0) O�rn rnrn rnrn 0"o) (a) (3) 9050)0) -2+ On -1-r nn 0+ 00 1 + 00 2+ 00 J+ 00 4+ 00 .5+00 6+ 00 7+00 8+00 9+ 00 10+00 11 +00 12-- 00 1.3+00 REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION www.ottoassociates.com MEADOWBROOK - PHASE ONE STREET & STORM SEWER PLAN PROJECTNO: 1 4-11-25 T•J.B. REVISE OUTLOT C GRADING C.S.O. T.J.B. AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER 9 West Division Street 89TH STREET NE 24-0314 UNDER THE LAWS OF THE STATE OF MINNESOTA. CHECKED CiA� A6Q, ��Buffalo, MN55313 JPB LAND LLC (STA 0+00 TO STA 12+00) (763)682-4727 C.S.O. Caro M. Schwohn Otto SSOCIATES Fax (763)682-3522 MONTICELLO MN ' SHEET NO. 1 7 OF 29 SHEETS DATE.' 3-28-25 DATE: 4-11-25 LICENSE # 40433 Engineers & Land Surveyors, Inc. r' Q. 0 Nw • wo aI2I w 5 w Ld "G 13L d'I`/OS •o '— —ON / N�1FES4- IS is IS is IS SEE SHEET 1✓ o � 202 \ = _ --I r-----I r-- rn o _ 1 I I ZI I I F----� II STA 7+9033 TO 1 - II I OU OTC STA 7 +40.96 � I I � w I 1. TAPf CURB �� ..•. I N -�--- oz FES6 I I ALI NMENT pOr rYPEd ' TEMPORARY = DROP = BI TUMINOUS-�::o I I I I (� _ ��_ ES•: BACK OF I 1 I I I F -'.�- 0_` OT ' ••• CUL-DE-SAC.. • ;' I F&i I 6 CURB FORS•..'. / j : I I I COMBINED w I N FUTURE : I I I -. •- SEE DETAIL HI / TREE T & I `, PED. RAMP 1 STGP SIGN - _ TA --- _ - 1 / 11150 - L ,�_ ,^, .jt0p w I L-- - �----� L --- 204- o - P INS L j—� n�v,- o '� 1 rt. o _ -PED. RAM o r r ,. �`� �z I o / ' I I ao : iMNgARR►CADES j v-�''; ,/ ,� 203- ij` III _ r j 501 4'`00 N - R + J PI STA. 70+64.65 111 - _ j' I1 _ % �\205 T -,C 79+�-� 965.66 D = 3571 :30.. w w � � � � � -40 ---- —_ - -- - �_� �T' '� ��.. R = 530.00 0 - — — _ ; _ i Q) , CO COUNTRY AVE SEE DETAIL G 76+00 - 77+00 ' _ 96 78+ L = 327.07 1' -... I I v ! MODIFIED DESIGN "D" 96S I — c '. � "� ! I `rlIRR Rr GUTTER, TYP j ,Q• 66� 0206 I y = _ . _ �P/ STA = 79+ 16.29 .. D = 2952*48" w �•.• 1 / �j / PED. % __:.:... I K R = 500.00 o �\ j j RAMP _A - - Y... ;GONG. `END Y` L = 260.75 ICI I w'• w�.-------- SIDEWALP _ o \' I = Pl STA. _ +07.5y-... -1 I W Y FESS I. �• l o =1" l / �� Q) ? ` / 57+00 = 16.47 I /l l / IQ^ 6 R 770 00 L/ O UTL T B / ` Qj F&l COMBINED 208 4' 0 CAUTION: OVERHEAD �� _./1 `STREET & ELECTRIC LINES w w / / \ STOP SIGN 207 o 01 _ I o O I ►; I // / 7 6f�rn OUTLOT D II ` S o I GROUND RODS & GROUND WIRE MAY BE l FF I � � , sy IN THE PROXIMITY OF POWER POLES. w / l ��T XCEL DOES NOT KEEP SPECIFIC RECORDS OF WHERE THEY ARE L OCA TED. I I PLEASE BEWARE DURING CONSTUCTION & /w NO TIFY XCEL ENERGY /MMEDIA TEL Y IF o I ONE lS ENCOUNTERED OR DAMAGED. REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 1 4-11-25 T•J.B. REVISE OUTLOT C GRADING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION C.S.O. T J.B. AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATETA E OF MINNESOTA. 0� � A&I-1 CHECKED C.S.O. Cora M. Schwahn Otto DATE: 4-11-25 LICENSE # 40433 /---\ SSOCIATES Engineers & Land Surveyors, Inc. www.ottoassociates.com 9 West Division Street Buffalo, MN 55313 (763)682-4727 Fax: (763)682-3522 0 50 100 Feet SCALE: 1 "= 50' BENCHMARK. TOP NU T H YD. 220 FEE T SOU TH OF THE IN TERSEC TION OF FIELD CREST CIRCLE & COON TRY AVENUE EL E V= 962.32 FEE T (N. A. V. D. 1988) PRIOR TO ANY EXCAVATION THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES. CALL 48 HOURS BEFORE DIGGING: GOPHER STATE ONE CALL: TWIN CITY AREA 651-454-0002 MN TOLL FREE 1-800-252-1166 LEGEND 962.0X denotes Proposed Spot Devotion {} denotes Power Pole — OHE — denotes Overhead Electric Line — ST denotes Proposed Storm Sewer III denotes Proposed Catch Basin denotes Proposed Light Pole denotes Drainage and Utility Eosemen t STORM SEWER STRUCTURE SCHEDULE STRUCTURE NO. STRUCTURE TYPE STRUCTURE SIZE CA S TING 100 MH 48" .0 NEENAH R-1642* 101 CBMH 48" .0 NEENAH R-3067VB 102 CBMH 48" .0 NEENAH R-3067VB 103 CB 27" .0 NEENAH R-4342 104 MH 48" 0 NEENAH R-1642* 105 CBMH 48" 0 NEENAH R-3067V 106 CB 24"x36" NEENAH R-3067VB 107 CBMH 48" 0 NEENAH R-3067VB 108 CB 24"x36" NEENAH R-3067V 109 MH 48" 0 NEENAH R-1642* 110 CB 24"x36" NEENAH R-3067V ill CBMH 48" .0 NEENAH R-3067V 112 CBMH 48" .0 NEENAH R-3067VB 113 MH 48" .0 NEENAH R-1642* 114 CB 27" f0 NEENAH R-4342 201 MH 60" 0 NEENAH R-1642* 202 MH 72" 0 NEENAH R-1642* 203 CBMH 60" 0 NEENAH R-3067VB 204 CB 24"x36" NEENAH R-3067V *LABELED "STORM SEWER" MEADOWBROOK - PHASE ONE JPB LAND, LLC MONTICELLO, MN STORM SEWER STRUCTURE SCHEDULE STRUCTURE NO. STRUCTURE TYPE STRUCTURE SIZE CASTING 205 CBMH 60" :0 NEENAH R-3067V 206 CBMH 72" .0 NEENAH R-3067V 207 CBMH 48" 0 NEENAH R-3067V 208 CB 24'x36" NEENAH R-3067V 300 MH 60" :0 NEENAH R-1642* 301 CBMH 48" 0 NEENAH R-3067V 302 CBMH 48" :0 NEENAH R-3067V 303 CBMH 60" 0 NEENAH R-3067VB 304 CBMH 48" 0 NEENAH R- 4342 305 CBMH 48" 0 NEENAH R- 4342 306 CB 27" .0 NEENAH R- 4342 307 CB 24"x36" NEENAH R-3067VB 308 CBMH 48" :0 NEENAH R-3067V 309 CBMH 48" 0 NEENAH R-3067V 310 CBMH 48" :0 NEENAH R-3067V 311 CBMH 48" 0 NEENAH R-3067V 500 CBMH 48" 0 NEENAH R-3067VB 501 CBMH 48" 0 NEENAH R-3067VB *LABELED "STORM SEWER" STREET & STORM SEWER PLAN PROJECT NO: COUNTRY AVENUE 24-0314 SHEET NO. 18 OF 29 SHEETS DATE: 3-28-25 qP os� 1100 AFO moo\ :.•���1 4 +00 ST EET & S P IGN 104 R=20 DETAIL l I 0� w ♦ ' 107CO / VC X�� �f 08 ^. COHUU/T R rCA `-`I-R=2 is <v Q -102 \¢¢x P1 TA._ D = 33 R = 163.00 SEE DETAIL ✓ = 123.78 0 OU LOT A SFFsh� j 101 FFT �s H 2 43 y.. 4 O I y IF&, COMBINED STREET &- �.• - - CAUTION: OVERHEAD / STOP SIGN 60 103 ELECTRIC LINES i:;si:[::`E:E�E�°2°�eeasE:E�casease:::E:`•E:E2°�°e°i°eEiEE�i:E:°e°e°2°eiE�c:E:°:°:°:0e°iEE . 3H•0 7110• 3Hd • �- II I MATCH EXIST. BIT---' — EDMONSON rM Z� 1000 3 ....... . ....... ...... . ....... SCALES: ..... 990 1 "_ -O' H OR ..... 1"= 10' VER 980 OPTAI _ PROPOSED . . .. . PROFILE_ _...`: I O ............. 970 :.EXISTING HHUh. ILL ^' . ! U) QE 960 18" RCP-••• -- 23 LF -15" RCP a 0.50% _ 950 II � II W ZZ 940 ? 930 920 915 41-r 00 42+ 00 REV. NO. DATE BY - -Edge of Bit. Bit. Road rnA A/lA I L_L.IIV1 I V_: _// V 3H0 3H0 () 3H0 i r-r-A r-,. )^T/1A Ir- Existing CB '--••-Rim=959.20 Inv= 955.68 'L I� ►11 I III I �I �'L�SEE SHEET 201 _j II o =III o c,111 6 -, o 5 w III 4 6 5 7 4Q ��' / ::IIII3 l 2 3 w 4" P/C L��PARKING ourLor F IRRIGATldN I I \ -Jai I I II `��III N ��DUI T Q 112 ""' N° \ I II 966 STREE7 R-5�r• 3 �R-5 SG 111 • + �° ,g _- \.J 1S 9680 \ ' Tv �'i_ i rr�:. �� r �ii �ivi_ 62+00 I 4 +� m f R 46+00 - 96�p 8? 113 8+00� �_ - - I III MEADOWCREST ! �m �.- I DRIVE 54+00 +00 a69.T7 \ 48+00 \.. - _ 49+00 - 50+00 50+67.99J': 110 VfLLEY •: '' ��;'� " " 1 �. IN57ALL MNWT .�1SEE DETAIL K� ��� (3) GL TTE 1.::.-MOD/FAD &.SIGN D N \•-`TYKE 111 �' CURB dt GL TIER, TYP B� RRIC 4DESL-I — + LO 10 — f 1 2 3 4 5 6 7 8 II 5 %• OUTLOT D CAUTION: OVERHEAD ELECTRIC LINES �114 j - N 3HC 21H& 3HO 31I0 3HO - LU ;) 31-10 -99!9_0 •3110 4HQ 3HO 140 3140 AVENUE N Uj 2:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::;::.:;:.:::::::::;.:.:.:.:.:::::.::.:.:.:.:.:.:•:.:..:.;.:.:.:.:.:.:..:.:.:.:.:•:.:..:.:.:.:.:.:.:.:..:.;.:.:.:.:.:.:. \ LL1 I L_/-1 I I I L_ I \ , I l./ I V L_ VIEA�Q(� N(�RES1` DRIVE ... ...... .... :: ........ I I/�I STA = 48+25.00 :::: :: :: :::::: :VI EL E 50.0971.30 Q0iz c 0) �� �oO E= 0.49 O rr :::: :: :::::::::: Od to + HIGF' POINT STA= 48+56.19 + I' ..... .. ............ +cod I. 0) 7 0) ^) HICAI POINT ELE V= 970. 91 Q . . . •••-PPOPOSED CEA TERL/NE PROFILE . . . . . . rn O <' I; o II II `O a II II o /::- .................^..... II II c� o II II oo Q + O i ^I /a O Q CCU + �0 W O M O /. .j. J. . . . . . . . . . . . . . . . . . . . . . . . . . +� ~J I �Z�N rl O i\ ti II + -1 O ....... , o ................ ............ co V) W t� I Un W W o 0 o n :FUTURE : CEJV TERLHVE: n °' Q n � co °' rn ! ::. o ....:::::::::::: ::::::::::.. II , , ? . .:..PROFILE :::::: : N r7A 'per ^� .��.; . . . . . . . . . . v II II U +b �O : : :I. . . . �"+d . . . . . . . . . . . . . . . . . . . . . ^� 1. : : : : : : : : : : : : . . . . . . . . N I� . c0 _ - 0. 747 .. Z.......... .......... ........ ... �u O ........ . — — -- - - -- -- - — _ — _ - - . . _ . . . . w . . . . . W :.�. .. �. ',-. � ... .. .: :. ::: .... .. PROP.GSED: PROFILE-. DETAIL K _15" RCP 15" RCP „ ., -- - ..... -15 ' RCr' :EXIST11 ✓G PROFILES. 1 d- -2.00%- : -15 RCP �'' ... ..... ..... rn ... o 21 LF- /:'�� 1 LF ►5" RCP I� 1� O 210 LF 15" RCP 9n 0.�% I N o�p I � MAINTAIN lc*" MIN. o N N ''i co ! rn SEPARA Tl0h & O 18 RCP " 110 ao ao @ 0.50% i 00 Q) 0.60% ^ 0i 0i kc � q j. ! r� /�rINSTALL 4" RIGID °6 °� co `o `n 0, 0) N ^ d INSUL A TION oo LO j N� obi O v� 18" RCP-' O O) toyh rLj w 3L4j— N II .•� II � .� : I 15" RCP-...�. DETAIL J z z � Z � � :•;� o 2 _ _ PROPOSED ? Z O Z !' PROF/LE 50 LF nN l 137 LF 15" RCP C� 0.50� 00 L Z /OS - � O i,5 O O 1 Z Z .................. ..... R/M= 964.50-..., !_ 11 U o j 0507. j rn .................... . ' RlIV=964.33 .................... .EXISTNG;..;%...,:.. I ! W 19 LF .............................. .... 15" RCP-. -15" RCP ! Z ►. • v 1` 0 o � �,r 00.587•••�'••-8" Pvc c-9oo WM IN V IN (S) = 958.77 Q ; IN 4' IN (W)= 961.10 _ `INV 06 T (E)= 961. 21 2 k INV OUT (NE)=958.77 ? -8' PVC C-900 WM aW �O ^N 140I�l to IN �OoO ko00 �On n00 ADO O� It� �O OO I )O V 4) �o\.0 u)u) V•w � )w ♦V,z ^w vV• v)) �Uv v)14) •%,U )w vw ma Ili N (6 Ld ►<c6 o0 c6 0i �6 0i c6 O c6 o cfl O cfl Oro o co of ler co co c0 cfl c0 c0 c0 cfl co co c0 c0 c0 (Z co c0 co co (0 (Z c0 co c0 rn� 0)0) 0)0) 0)0) rnrn 0)0) 0)0) 0110) rnrn 0)rn rnrn rnrn 0)0) V 43-00 44r00 45-.00 46r00 47=00 48r00 49=00 50-00 0 50 100 Feet SCALE: 1 "= 50' BENCHMARK: TOP NUT HYD. 220 FEET SOU TH OF THE IN TERSEC TION OF FIELD CREST CIRCLE & COON TRY AVENUE EL E V= 962.32 FEE T (N. A. V. D. 1988) PRIOR TO ANY EXCAVATION THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES. CALL 48 HOURS BEFORE DIGGING: GOPHER STATE ONE CALL: TWIN CITY AREA 651-454-0002 MN TOLL FREE 1-800-252-1166 LEGEND 962.0X denotes Proposed Spot Elevation 966.7 TC X denotes Proposed Top of Curb Elevation n denotes P owe o e r Pole — OHE denotes Overhead Electric Line denotes Light Pole ❑T denotes Telephone Pedestal _E1 denotes Sign GV denotes Water Valve Qs denotes Sanitary Manhole denotes Storm Manhole © denotes Catch Basin - Round W denotes Water Line — ss denotes Sanitary Sewer Line — ST denotes Storm Sewer Line - ST denotes Proposed Storm Sewer III denotes Proposed Catch Basin denotes Proposed Light Pole - - - - - denotes Drainage and Utility Easem en t 1000 M •: i 970 •, i .....9.50. 940 93o 920 915 51+00 51,50 DESCRIPTION DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT www.ottoassociates.com MEADOWBROOK -PHASE ONE WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION C.S.O. T.J.B. AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER 9 West Division Street CHECKED C,& EU-& UNDER THELAv� OF THE Buffalo, MN 55313 E STATE OF MINNESOTA. TTO JPB LAND LLC (763)682-4727 C.S.O. Coro M. Schwohn Otto SSOCIATES Fax (763)682-3522 MONTICELLO, MN DATE: 3-28-25 LICENSE # 40433 Engineers &Land Surveyors, Inc. STREET & STORM SEWER PLAN PROJECTNO: MEADOWCREST DRIVE 24-0314 SHEET NO. 19 OF 29 SHEETS DATE: 3-28-25 0 50 100 Feet SCALE: 1 "=50' f104 rJ,—57+00.16 o OUTLOTD = -208 7� 207-•° �' 4 I C �� f; �x ) B-B �P To 1 3tT 0 F&I STRffT 4 PVC LnI� IRRIGA TION III �ONDUII f N - T of of 00 N m� _ fit. \53 100 _ R �� O U TL O _-_ j RIVERSTONE ••. AVENUE R� �53+ 71.18 iLU Z •� MO lED DE.7GN "D" r I CURB & GUT DER, TYP. + M ` \ Ln 4 6 5 4 wl" -� 3 1 2 3 m `� r- I I I ISEE SHEET 19 e e •'9• � o� 25 N 4 F 1 6 �.. w Z 1 =cLIJ D Igo :I -5 o 2 5 ;LU o li' 7 0 0 2 OUTLOT D 0 50 100 5 C� U I �I • I I--+ � Feet zo < ` w + _ 3 i1 w I I SEE DETAIL M �:..\ I SEE SHEET 18 .1 SCALE: 1 " = 50' w _ p • `F > I o 6 Ln Q .._.._•.TAIL L — 3 W �• _ 111 .' F&i SEE DEI 1 5 BENCHMARK: �STREETj _..._F&l SrKt ai I 'o A SIGN St TOP NU T H YD. 220 FEE T SIGN �i 207 o N SOUTH OF THE INTERSECTION 7 I b' — ^96g I I OF FIELD CREST CIRCLE & -� BAYFIELDI LANE �s 56 00 _ �: 5 00 57+00.16 COUNTRY AVENUE : '� ry ; 12 ; 55+00 9•` 7 ✓bg 4 j 96 r f i �9.. ��I �•,\ ELEV=962.32 FEET (N. A. V.D. —va IRRIGATION 1988 : c� .::+�; -, � � R= T L ••:'�sR 5 � � 208 j I ) 4" PVC F, I o 8 54+00- �... CONDUIT < I �...JdSEE SHEET 19�--- / IIL !1 LEGEND i " i i— _ / ..._VALLEY 1 MWIFIED +� GUT�ER �� • DEIGN D" I o III 962.OX denotes Proposed Spot Elevation IV f� gT INSTALL �NDOT I I �CL•RB & + I u `� 113 ••yTYPE III 53+71. ►8- OUTLOT F '_4" PARKNG GUTTER, TYP ^ I denotes Power Pole 114 i �...i', BARRICALES STRIPING, TYP I _ II I I oHE — denotes Overhead Electric Line W II ..;:: I j I ❑T denotes Telephone Pedestal I :'::: ST denotes Proposed Storm Sewer w — o :: ,;, Ilk�h III I I N1-1denotes Proposed Catch Basin — I - Z �II III. 0r I denotes Proposed Light Pole I �r- III i n r I I — — — — — — denotes Drainage and Utility 7/-1 L_ j _ CAUTION: OVERHEAD �� Easement o I :::. I ELECTRIC LINES �C� T�58+00 + 59+00 — 60�00 — — 61 �00 — PRIOR TO ANY EXCAVATION THE CONTRACTOR SHALL �.1 r-I ITI IL)r- ��L)/1 /A Tr- /_!/1 A r% v/v/��_ .`/�Iv.-�/�_ /�v.-/u VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES. T �I CALL 48 HOURS BEFORE DIGGING: - I 7-177-1 -____--F--� I --� GOPHER STATE ONE CALL: TWIN CITY AREA 651-454-0002 GROUND RODS & GROUND WIRE MAYBE MN TOLL FREE 1-800-252-1166 �. IN THE PROXIMITY OF POWER POLES XCEL DOES NOT KEEP SPECIFIC RECORDS OF WHERE THEY ARE LOCATED. PLEASE BEWARE DURING CONSTUCTION & NOTIFY XCEL ENERGY IMMEDIATELY IF ONE IS ENCOUNTERED OR DAMAGED. 1010I I F ... /F R _q To I\f E A /F IV. . .. 1010 1010 � AF U= I A W: 1010 SCALES: ..... ■ ■ . v .� �i SCALDS: 1 "=50' HOR 1 "=50' HOR VPl STA = 55+70 00 1 "=10' VER 1 "=1 C'' VER P14 ELEV = 969. 5 1000 1000 1000 L =100.00 1000 E = 0.22 VPl STA = 52+50.00 HIGH POINT STA=55-149.80 PW ELEV = 957.44 cO � HIGH POINT ELEV=9i9.47 �••� .PROPOSED CENTERLINE PROFILE ........................ L=100.00 o d �' .::-.EXISTINr .CENTERLINE PROFILE • E = 0.17 ....................... �n o0 HIGH POINT STA= 53+ 00.00 � + • co j::::::: W 990 � HIGH POINT ,ELEV= 968.26 `� 990 990 + � � ::::::::: 990 w .... J o� + O N .............. + DETAIL L O+. 0 0 n o, co + co PROPOSED O of r1• N o + ............ O + ON n0) :�..._ +c0� OQO II j I. �O 980 0 c� v, n `° Oi "� 980 980 ......... i ... PP, OFIL E ..... rn p + °, to I I I I o o v ....... 980 : v 11 v � � -�1 I. + o� O II .I. EXISTING. . . � o `� rn — p v rn rn �' Q Q W I c0$i rnN 0 0+ o rn n II Q W i` : Pr20FIL E ... n u� d ") � ,, 1 rn rn co O to > � II QW 1 .... > r� NW IIN NW .... ti + N [n t o p I C� 11 op I I I + W O 1 .�. O J I II +O U U I. II II m c0c0 970 II II "� Mi Q �' �n �" 970 970 `° co W N � i ... 2970 O) 1.6� Lr)cu J II . . . . . . . . . . . . . . . . : : : N ,, . . . . . . . . . . . . . _...� Wto Z 2. 009, — .................. : _ — - -- -- — - --- ---- -._ .............. . 00% . �:............... .. --- --- — -2.00.E ...:..............: _ ��-..._15" RCP ........................ _ 15" RCP r...._.,_ .............................................................. 960 -2.009 �: 960 : 960 RCP • RCP r 960 15 PCP .-PROPOSED CENTERLINE PROF/LE' ...... 1 r� o ....................... o o DETAIL Ah --• EXISTING -CENTERLIAIE PROFILE - - - 49 LF PROPOSED to L ....... ........ ........ .... 00 15" RCP rn rn 207 •�..._..._...-PROF/LE 0) 0) ............................ .................. .................. N /NV /N I SW)=960.07 0 0 rn rn .......................... .................. If) to � 0.509' : �INV DU,- (NW)=960.U7 II II ......... RIM=967.62-•. � 208 950 -�-� .......................... .................. ..............950: 950 3) rn 3 3 .......... 1' R/M=967.62 950 MAID k' 1t" 1 18 `, .......... 15 HDPE -..., F, 2 `- ....... ....... . ........ .... 01;.. Z j ,-MIN. ;;EPARA TION _ _23 LF 1„ RCP j ::: ::::::: :::::::: :: j & INSTALL 4" ? j EXISTING .PROFILE . p 0.509. Z O Z J RIGID /NSULA TION 0...................... ........ O W O 2 �:..... INV ICI (S)- 964. 01 ...... ....... - 940 ? . 940 940 z t. p Z • • • • • ::: '_//✓V OUT (N)= 964.12 2 �..._ " • •14C �_ 00 k"d 4 • • . INV OUT (E)=964.01 940 aW ................. aW O)rn coca 00d• . . . . . . . . . . . . . . . . . . . . . . . . . "�� N� co r�r� Q)a0 ^N to coax rrrn 01N N°� NO ON . . . . . . . . . . . . . . . . . . . . . . . . . . Orl Oo0 IN NNt cow Opt Ixi L6 N vi 00 cp of c6 0i c0 Oi c6 Oi c6 Oi c6 Oi Ld 00 IV: 06 cC•c0 c0 c0 c0 c0 c0 O (0(0 c0 c0 c0 c0 c0 c0 c0 c0 c0 c0 c0 c0 c0 c0 co c0 930 (or) 0) rnrn rnrn 010) rnrn (a) 0) 930 930 rnrn rnrn rnrn rnrn (or) 0) rnrn rno 930 I I I 497-70 50-00 51,-00 52,-00 53,-00 54,-00 55-00 51,-50 527,00 53,-00 54-00 55-00 56-r00 57+00 587-00 REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT www.ottoassociates.com PROJECT NO: C.S.O. T.J.B. WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION MEADOWBROOK - PHASE ONE STREET & STORM SEWER PLAN AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER 24-0314 UNDER THE LAWS OF THE STATE OF MINNESOTA. 9 West Division Street CHECKED TTO Buffalo, MN55313 JPB LAND LLC RIVERSTONE AVENUE & BAYFIELD LANE r-4-A f, A P4�L (763)682-4727 C. S. 0. Coro M. Schwohn Otto SSOCIATES Fax (763)682-3522 M O N T I C E L LO E DATE: 3-28-25 LICENSE # 40433 Engineers & Land Surveyors, Inc. ' SHEET NO. 20 OF 29 SHEETS 3-28-25 G / LJ SS SS -21 " RCP ...... _ 0 a :« 0 50 50 r- A ^J n A �IVI`� Existing Shed ;;. O ON �•-•-Inv=953.95 -•••-Fence-...�: - N� : 'z: F w-...-...-Fence-T-...-...-... X x I /I c� urtr Y - F �° zF SF't�F SF SF SFunc - SF n� SF Existing M°H F oQ \ .:;I-\� _O.C7SY -I- /O Oh G +9Q 64'3 �SF I SIRim=956.2P 952 Inv=945.58 D v.=945.FEs12- p g5 50 100 E v.=943.01 950 i ORANAGS g5958 Feet 3 do., \ 958 0 SCALE: 1 -50°yE96'° TF= vyF 952 OUTLOT E 3BENCHMARK: LL= TOP NUT HYD. 220 FEET I _ °NF \ \ o \ 9SQ (�' >`, /� �%g9yg.3 L 0= SOU TH OF THE IN TERSEC TION ON,- FESl1 ` O I Ffi�3 -946 ` j h �p U� G I L/G OF FIELD CREST CIRCLE & 0 Q I �v \ / HWL=948.7 9S I C'°'� L�p COUNTRY AVENUE �;ss;.;.: , . h \ I 1988) ELEV=962. 32 FEET (N. A. V.D. ° �+`#��s>:; � �l ' ` \ �� \ 946 " , ° NE w \ / �950 �\ FES10 \ NTI: :. 55 : I \ \ 952 ,954 h 9 �o� �o� �O �o' - - PRIOR TO ANY EXCAVATION THE Q. i I >'� 1 '� °NF 1 9� °� °� o``� h CONTRACTOR SHALL VERIFY THE oyF n.:... W ,\ \ ,, O I \ U LOCATION OF ALL UNDERGROUND ''�DRA/NAGE WAY �. � � O o ; I5 ;:.... °NF \ '� \ v �O / UTILITIES. 5 I s� / gC CALL 48 HOURS BEFORE DIGGING: mo, # \ OUTLOT A \ 956_ GOPHER STATE ONE CALL: <' 956 ! \ 1 TWIN CITY AREA 651-454-0002 MN TOLL FREE 1-800-252-1166 Oy I \ '� •_� , CAUT/ON. O l/ERHEAD LEGEND S F \ _ 95Q I OyF ELECTR/ DN ...� \ 9`S8 ` \ 89 �' � C LINES - `rr r-OCS1 60 988 denotes Proposed Contour 3 ° I S �\\ _ - denotes Proposed Drainage ISD oyF 962.0X denotes Proposed Spot Elevation s� °N� \ \ °y 958 \ denotes Power Pole <' I >> oyF F ' oyF OHE denotes Overhead Electric Line w denotes Woter Line MI..pl (,�� z. I ` \ o ° F } o ss denotes Sanitary Sewer Line \� (n I / / / / �� ` S�._I - ST denotes Storm Sewer Line I'..` z 960. NF F Oh p� / / ,� p denotes Storm Monhole N� \ °� Oh / / OUTLOT B © denotes Catch Basin - Round U.I. GV Lj Q \ ONF NF . -11 / O� �� ON- ` \\\ denotes Woter Valve denotes Sanitary Monhole O m ONF \ \ -4 denotes Guy Wire GROUND RODS &GROUND WIRE MAY BE \) /p� / / \ y IN THE PROXIMITY OF POWER POLES. / / X denotes Fence Line XCEL DOES NOT KEEP SPECIFIC / / / / °y \ GAS denotes Gas Line RECORDS OF WHERE THEY ARE LOCATED. - - - 100 PLEASE BEWARE DURING CONSTUCTION & -FES8 c�ST denotes Proposed Storm Sewer NOTIFY XCEL ENERGY IMMEDIATELY IF \ °NE ONE IS ENCOUNTERED OR DAMAGED. -� STORM WATER POND 11 denotes Proposed Catch Basin \ �O BOTTOM=942.0 - - - - - - denotes Drainage and Utility \ NWL = 946.5 Eosem en t HWL=950.0 SF denotes Pre -construction Silt Fence 954.6 X _ I\ OUTL954 OT E 953_, ; ,-, , ,_, ,i=RT�I - -, 111-111=1 11=1 11=fi I 1=1 I I 0y52�- I j I- ., _ SEE SHEET. .950 X 946.7` \-1I -p6_O\_- - 0945-.1_ _ N 0 \I 1 1 j IIII --III I `Existing Buildingg �ES6 p0ND / r RM VV, p _ I I M-942-� 1 \ I 1 1- X BpLt0946•I �9�5---,,946,�- // HWL,951. /i �� :�g48 \ oyF \ 1 1 II.1 X <` J DAD` / / FIFL,T�N F \ \� 1 \ 1 \\ u, �..:i 0, / / C I' R,y \ 1 Fence WIDE POND ACCESS INFIL TRA TON BASIN #2 °h \ I BO T TOM= 945.1 \ 1 1 I I e \ HWL=951.6 1 �� \ °h'F I I \F \ 0 I �ON ifr�= I - `� o NF 1 1 I I NF \ �' oy � . oNF I- °N� \ •- 1 1 I I I Ih � � ONF �6� I oyF 1 OUTLOT C I I I I = \ \ °yF Inv--R45 III- EOF \ \ 0/11 cgvT� I I I'951.0 \ ° O�F'S''S' .7J� y � • � 1- � � 1 1 itiFS Fq� I I � � \ . 91 •�•�II.II i•NF� y R � III ONF • FES2 - •.. 5 I I \\ 1 11 I �T ST I I I 9S8 I ,\\ -II = �o IQ FET3 T � I 6 I I 7 I I-► GROUND RODS & GROUND WIRE MAY BE 8 21 I \ . \ / ti= < IN THE PROXIMITY OF POWER POLES, A XCEL DOES NOT KEEP SPECIFIC ...�' I I 9 \ \ PLEASE BEWARES OF WHERE SDURING CONSTUC ION& - ►g5n 1 95� $ / /�9Scs NO IS ENCOUNTERED ORDDAMAGED. G= 966.8 / / / 10 1000 1000 1000 OUOTLOTO'0�'TORfO SElAtEF;L1 OUmtLC)T 8TC)RA4 990 990 990 SCALES: LOT A & OUTLOT B SCALES: OUTLOT C 1 "=;50' HOR 1 =50 HOR 1 "_ 10' VER 1"=10' VER 980 980 980 970 970 EXISTING OUTLET CONTROL STRUCTURE DRAINAGE VI/AY CULVERT ................ OUTLET.CONTROL STRUCTURE (OCS1) .................. ...................... ............................ ........................ .............. ...................... ... .............................. ......................... .............. :: ........ . EXIS-TING PROFILE�� —... . ...... . . ...... ...... :: EXIS:TIN:G: PROFILE=:••-. \ ::::: EXISTING-...... PROFILE ... ....• ....... . PROPOSED. PRO0LE,-,. �/ 960 ....... PROPOSE& PROFILE; ::........ �..:: ' .� . .� ., PROPOSED PROF/LE-•.. �'� • � EXIST � �UTLE T � � � � � � �. � � � � � � � � ; \ CONTROL STD.UCTURF ....... ..�...... ............................ ........ ....... .......... 30 LF IINCL... ........ ....... /. ... . . .... / 15 » RCP . .............. _ .. ..... . �OCS1 ........................ - ..... . ........ ,� ...... ..... FES12 ...... 18 RCP FES W/ 950 950 ::::::................. FES1J ............. .. .... TRASHGUAP,D & 3.6 ....................... ... I liv v= i4d. r70 ROp . : • ---TRA SHGUARD:: / CY CL. /d R/PRAP /: -28 L.'- 18 PVC •� IN I �= 946.20 ................. EXIST..... RCP . ; ; CORE DRILL NEW OUTLET g LF 1$ V : IN V- 950. 00 �-_- INV=945.76 5 5•g 13g LF (INCL. f ES) -INV=943.80 :: :::: :: :::: :: :: I:..._.. FES11 BULKHEAD EXIST. PIPE I 1F" RCP @ 0.229 j 940 :::::::::::::::.IN:V=:945..72-. _- 1 1` . ,,. 18 RCP FES W/ /' 940 •� '•`EXIST .1.5.11. f CP TRA SHG� & 4. 4_ _ CY CL. Ill R/PRAP INV=94,5.50-•••' \''INV=944, 00 915 -1,-50 -1,-00 0+00 REV. NO. DATE BY DESCRIPTION 1 4-11-25 T.J.B. REMISE OUTLOT C GRADING 1 + 90 2+ 00 3+ 00 4 + 00 DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION C.S 0. T.J.B. AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CHECKED l C. S.O. Coro M. Sch ohn Otto DATE: 4-11-25 LICENSE # 40433 5+00 6+00 www.ottoassociates.com TT 9 West Division Street Buffalo, MN 55313 (763)682-4727 SSOCIATES Fax: (763)682-3522 Engineers & Land Surveyors, Inc. 930 920 970 . INFILTRATIO\I BASIN #2 CULVERT .......... ...... ........... ........ ............ ............ 960 ................. .................. .CAI- IIm' . r.170ME- PROPOSED PROFILE-..' : �............... I. \.............. ... _ \...... 950 �: :..........\...... rtSi / � � \ INV=947.00 ........... 118 LF 30" RCP 0 1.699... . 940 / ..... FES2 l 30" RCP FES W/ .... TRASHGUARD & 17.0 I CY CL. 111 R/PRAP .... 930 '\...-GROUT6D TO BOTTOjN OF BA5VN & SHEET PILING PER CITY DETAIL INV= 94 5. 00 920 915 91.5 7+00 7+50 -0+50 0+00 1+00 MEADOWBROOK - PHASE ONE JPB LAND, LLC MONTICELLO, MN N \� 1000 # •: i 970 •./ 950 940 930 920 915 2+00 3+00 4+00 5+00 5+40 OUTLOT STORM PROJECT NO: SEWER PROFILES 24-0314 SHEET NO. 21 OF 29 SHEETS DATE: 3-28-25 INTERSECTION GRADING DETAIL INTERSECTION GRADING DETAIL EDMONSON NE AVE. NE & 89TH ST. NE 89TH ST. NE & 87TH ST. I i I 34 B-B I I W Lij o SCALE: 1"=20 I 60 I - PAD W/ z \ SCALE: 1 = 20 < y • .. T w W 961.4 60 _ I i- ff = I 1 •:-::::•. ; / I r DOMES ABLE 00 �- 957.94 F&l COMBINED 1 .. �� O k 3' CURB i �l� L4 Q VJ 1 'STOP SIGN g58' ST p w ` (_� ~ TAPER e S 957. 6 ° . ° - -� �, r 1 z to 1 R BIDEWALK d' �' .: ° O � � 0 / O 3 CONC. \ V) 1 /. s�DEwA�x•. \ rb &� •� I �� 962 �'o`� ; 89TH 0 CU I } I I ; STREET f s -PED. RAMPS\\\LI �'..�-Gutter \ `0+00� 91 QQ 4. (0 r:95& 41 ! W NE I I 9� rod rn �� \ hX{-w o >;' O OrO Op iw i 3' CURB87TH ST. NE / _ 5 �a /: I TAPER o -�;9s9 - )fie a_ 38+00 - )( _ w D C W -- W W = o f �: I 0� `9S = m I v ✓ (0 - 9� 2.0% 45% e)I I CONC 11 l g� g3 2.0% �958.40 % Q��' Watk� o/ :_ _-:.. f t°SIdEWALK 9 5a' 15 5 LOR \ '962.38� I 3 m 0 ::`~ :°:• PSIDEWALK ? o 9 i \ TO MEET F&I COMBINED I p j �s 0. ' _' :r•:•. TRAIL S TREE T& I , 40 ZF o PROPOSED STOP SIGN j i j Z i 958' 9S8¢ STREET LIGHT DROP BACK OF CURB INSTALL MNDOT TYPE c berJ I w FUTURE PED RAMP &J I �� �' I ...��-"' �" "�lll BARRICADES In I T NKUViut 3' CURB TAPERS INTERSECTION GRADING DETAIL 89 TH ST. NE & MEADOWCREST DRIVE 62.72 �� \ / N g6 - \ / SCALE: 1 "=20' \X 962.25 d'9 o \ I ° _ 61.8 962.06 g62.4 F INTERSECTION GRADING DETAIL TEMPORARY CUL-DE-SAC GRADING DETAIL BAYFIELD LANE GRADING DETAIL TEMP MEAD0INCREST DRIVE & INTERSECTION COUNTRY AVE. NE & COUNTRY AVE. I�� I 89TH ST. t �54.51-.--...25 B-8... F&I SCALE: 1 "=20' j`� 111 !-STREET STD SF� 0 `c✓ Oh �'' ��� SIGN SCALE: 1 "=20' SCALE: 1 "=20' i / I �,o�• 4,. PVC 0�j d, IRRIGA TION Ov' �o / I ��� x0 / " / CONDUI T 965 42 / 9y2 °�' '`/F �o� / Q IF 01 '• 1> j / 9� / / // J�' 26 1 h h ti ss II �, 65.t �o�O / �/:_..._ C,6�1 16°�� ��$ $g3 j °° BAYFIELD LANE i R-4. % 0 T 0.7% I arn jI \ 66 T` Sj FSjiti iyFi v 54+00 A£Co�956 // 0 37 965 c610 1b 2yF LU r° I N �h 5 10 \ 965 Oh O�v P� / �/ /// 1 flo U PROPOSED j. 96 �6h � g6596 aR\ \\� Q ���/ /// 954•47 j �/E I .��v-...� STREET TIGHT 970 45 : / �g4fA 66 a, ,�O c�0 �O/ ^ Q0 /// O �o 2.0% s G / ON /// I � Q y. F&i Coo' 965.62 65 6 2.0� ~ 8x 966 rn g56.45 1 / TpA Sc�.../ 966 .00 r� ST \�9S a 6? 956 84O 956 \ )� / 13% \ 'WIN, 966.02 5.64 �& HE �• :y/ TALL MND OT 957.25INS ..T..TYPE66.08a%T BARRICADES ° 1a / ^p£� �''4 St 4 'v� s / 4 mesas �. DROP BACK, OF ` p�•10 \ a �'ON° �lfo O CURB FOR 0 I / ' c X ..._..._..._. NF 972-ti, / °,SIpE: . St rj0 958 h FUTURE 10' WIDE St �...� INSTALL NDOT TYPE`ir' , PED. RAMP ° . \ Oy / � / •-..._...••� III BARRI ADES / F NO TES: 1. SPOT ELEVATIONS SHOWN ARE GUTTER ELEVATIONS UNLESS 0 THER WI SE N 0 TED. 2. BACK OF CURB INTERSECTION RADII = 20 FEET J. PARKING CURB RADII = 5 FEET 4. PEDESTRIAN RAMPS SHALL CONFORM TO MNDOT STANDARD PLAN 5-297.250 (SHEETS 1-6 - PED CURB RAMP DETAILS). REV. NO. DATE BY DESCRIPTION 1 4-11-25 T.J.B. REVISE OUTLOT C GRADING DESIGNED DRAWN ION WAS PREPAREDI FY BYTMETOR THISPLAN, MYPDIRECT TSUPERVIS ON REPORT C.S.O. T.J.B. AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THEnLAWS OF THE STATE OF MINNESOTA. CHECKED l_,aA I C.S.O. Coro M. Sch4wol�n Otto DATE: LICENSE # 40433 www. ottoassociates. corn 9 West Division Street TTO Buffalo, MN 55393 (763)682-4727 SSOCIATES Fax: (763)682-3522 Engineers & Land Surveyors, Inc. INTERSECTION GRADING DETAIL 89TH ST. NE & RIVERSTONE AVE. N SCALE: 1 "=20' X 963. 46 ° 9A / 63.10 963.3 \ \ i 0 e M p 96315 0\ \ 51+00 \ r�J. q O s 1 963.93 1RRIGATION'1-0 01 01' t b T �<v 3;� "� , 106 96 �ki,Q I s�ogFF�ok, ' INTERSECTION GRADING DETAIL RIVERSTONE AVE. & BAYFIELD LANE 1 25 B-B N 7 w Z LU O SCALE: 1 "= 20' co Uj z QY > �F&I STREET 3 LU Q SIGN _PROPOSED STREET LIGHT v^g � • 7c969 m i �b 53+71.18 6NP 'BAYFIELD LANE grog• - a69.3 56 + 00 _ 55+00 )� )< ,."-VALLEY GUTTER rj 1 6"1 0.671 `g6°� 0. 7% q�O� 0. 7% ?' )16 i 0. 7% 1 l C Y� 970 1 MEADOWBROOK -PHASE ONE JPB LAND, LLC MONTICELLO, MN PROJECT NO: INTERSECTION DETAILS 24-0314 DATE: EET NO. 22 OF 29 SHEETS 3-28-25 SH W Z � ~ (4TW)_, / (B @H E OHE' • OI IZ 011E .................:......:.................::.................::....::..... r........::......................:..............................................................:::::..... a...................................................::....:.......... .... "* :::::::::::::::::::::::::::::::::.:.::......::........................................... IIIIXIIII IIIII I>_ ) (960 0 960 966 � --- — -- 02 BITUMINOUS TRAIL DESIGN O — PATHWAY WIDTH 10 ft © — SHOULDER WIDTH 1 ft MIN. 2.0 S 3' SP 9.5 WEARfNG COURSE MIXTURE (2.6) e• CL 5 AGGREGATE BASE (MOO'nEO) Agr 6'•MIMMUM SCARIFY ARID RE COMPACT (SLBGRADE PREP) rABRIC IF DIRECTED BY ENGINEER NOTES: _ 1. CoTRW MOSTCENT EpnR10NSOr T1E ICRV OF MONIICIILOE (%Et ERAI SPECIf1CAT10N5 AND STANDARD DETAIL PLATES. TRUNCATED 2. PEDESTRIAM RAMPS SIT BE CONSTRUCTED MTN DOMES AND CSURFAONFORM TO ADA REDUIRE1,iNTS. x MODIprSIGN EXPECTED VEHICULAR USE AND SUBGRADE SUBGRADIE SOILS' BASED � Standard Plate Library City of Monticello REV. NO. DATE BY DESCRIPTION 3' TO 6' io IL 962 964 ti (� o Fi� 0 GRADING NOTE: 1. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR CITY APPROVAL PRIORTOOS ALLCONFORMWITH THE MN 2. ALL STRIPING AND SIGNS IG MANUAL ON UNIFORM TRAFFIC CONTROLDEVICES. USING EPDXY 3. ALL TURN LANE STRIPING SHALL PAINT. SAWCUT & MILL EXISTING BIT EDGE t� f— 2' TOPSOIL, SEED & MULCH SHOULDER ExIS TING BI T I 2.07� • Title: Typical Trail Section Date: 03-05 Plate No. Revised: 5013 03-15 1/ DESIGNED DRAWN WAS RPRBY EPA CERTIFY BY THAT OR I UNDER PLAN,MYPDIRE I CT TSOUPERVIS REPON ORT C. S. 0. T. ✓ B. AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER TH LAWS OF THIF, STATE OF MINNESOTA. CHECKED Schwohn/i'.C. S. 0. Coro M.40433 DATE: 3-28-25 LICENSE # 2" BIT. WEAR (2360) 2" BIT. BINDER (2360) 3" BIT. BASE COURSE (2360) 6" CL 5 AGGREGATE BASE www.ottoassociates.com 9 West Division Street TT Buffalo, MN 55393 (763)682-4727 SSOCIATES Fax: (763)682-3522 Engineers & Land Surveyors, Inc. STRIPING KEY QCIRCLE —MULTI COMPONENT GROUND IN 1ST DIGIT 2ND DIGIT 3RD COLOR DIGIT WIDTH PATTERN W — WHITE 4", 8", ETC. S — SOLID B — BROKEN Y — YELLOW T - nr)TTFn B — BLACK EXAMPLE: 4SW = 4" SOLID LINE WHITE MULTI —COMPONENT GROUND IN MEADOWBROOK - PHASE ONE JPB LAND, LLC MONTICELLO, MN 0 50 100 Feet LEGEND A PAVEMENT MESSAGE (LEFT ARROW) THERMOPLASTIC GROUND IN © EXISTING PAVEMENT MESSAGE (RIGHT ARROW) — — 988 - — denotes Existing Contour 988.00X denotes Existing Spot Devotion 988 denotes Proposed Contour 988.5 X denotes Proposed Spot Elevation --o— denotes Proposed Drainage 0 denotes Telephone Pedestal n denotes Sign denotes Guy Wire -p.- denotes Power Pole 0 denotes Light Pole D4 denotes Water Valve denotes Hydrant E) denotes Outlet Control Structure Os denotes Sanitary Manhole denotes Storm Manhole CNN denotes Catch Basin p denotes Catch Basin —Round W denotes Water Line GAS denotes Gas Line SS denotes Sanitary Sewer Line ST denotes Storm Sewer Line OHE denotes Overhead Electric Line X denotes Fence Line LEFT TURN LANE ISLAND NOTE: END PAVEMENT MARKINGS AT BEGINNING OF RADIUS TYPICAL MARKINGS FOR LEFT TURN ISLANDS J�O. �4" DOUBLE LINE YELLOW 24" SOLID LINE YELLOW PROJECT NO: TURN LANE & TRAIL PLAN 24-0314 EDMONSON AVENUE NE EET NO. 23 OF 29 SHEETS DATE: 3-28-25 SH MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS-I-PF (BY MA INDUSTRIAL INC.) , CONFORMING TO ALL OSHA REGULATIONS AND QPArcn iR• nr GROUTING BETWEEN PIPE AND MANHOLE BARREL SHALL BE WITH NON -SHRINKING CEMENT USE R-2 JOINT FOR ALL MANHOLE JOINTS BARREL TO CONFORM TO ASTM C-478 LATEST REVISION STANDARD MANHOLE FRAME AND COVER ADJUSTING RINGS MIN 4" - MAX 12" WITH EXTERNAL OR 0 INTERNAL CHIMNEY SEAL 1 t r I USE NEENAH R-1642—A FOR LOW PROFILE APPLICATIONS USE NEENAH R1755—G FOR WATERTIGHT APPLICATIONS LETTERING TO READ: SANITARY SEWER, STORM SEWER OR WATER MAIN WHICH EVER IS APPLICABLE .- NEENAH R-1542 WITH TYPE B SOLID LID "'^ 'NE BEARING OR 28 3/4 " F �nrnn BEARING SURFACE TO BE MACHINED ULJ 1JLJ �a D� COVER CONCEALED PICKHOLES (2) _'EAT OPPOSITE SIDE EXCEPT FOR LETTERING -r_ L 24" zs 1/2 31r _ FRAME E'1Q1E1E: CASTINGS AND VALVE BOXES NOT ADJUSTED WITHIN THE TOLERANCES SHOWN SHALL BE READJUSTED AT THE CONTRACTOR'S EXPENSE. FINISHED BITUMINOUS WEAR COURSE GRADE 3/8 ' MIN. 6/8 ' MAIL FRAME wt CASTING AND GATE VALVE NOT ON CENTERLINE CTsrTMKM R0ADYWe, FINISHED BITUMINOUS WEAR 8ro • w COURSE GRADE 3/8 MMOL 3/4 - 001 Z00% FRAME CASTING ON CENTERUNE TCone Section, Casting Steps, Title: Standard Frame Title: Adjustment of Standard Standard Plate Library and Adjusting Rings Standard Plate Library and Cover2� Standard Plate Library Frame and Cover City of Monticello Date: 03-05 Plate No. City of Monticello Date: 03-05 Plate No. City of Monticello ate: 03-05 Plate No. Revised:03-15 1001 J _. -_ _ _ Revised:03-15 1002 - - _ Revisea:03-15 1003 0- L G l- O ONO:TI-- <L STRUCTURE MARKER SIGNS AND r TUBING TRTH 2-1" J RERECTORZED STRIPS SWILL BE FURNISHED AND INSTALLED FOR ALL STRUCTURES LOCATED OFF THE STREET SURFACE O T 2. r T1JBNBIN 2. 3' c slave BE ATTACHED To SIGN Posy 3. THE SIGNS MAYBE OMITTED AS PER THE ENGINEER 4. THE SIGNS SHALL BE BURIED 2' OEM FINISHED GRADE TOTH 4' OF POST EXPOSED S SIGNS SHALL FACE TRAFFIC 0.063" THICK ALUMINUM SIGN. BLACK LETTERS ON WHITE HIGH INTENSITY REFLECTORIZED BACKGROUND. U-CHANNEL POST MINIMUM 1.2 LB./FT. 6' LONG, GALVANIfED. Title: Standard Plate Library Structure Marker Sign City of Monticello ate: 03-05 Plate No. Revised: 1005 REV. NO. DATE BY 03-15 STEEL T-STYLE FENCE POST PAINTED BLUE WITH AN OIL BASED PAINT FOR WATERIMIN STUB PAINTED GREEN WITH AN OIL BASED PANT FOR SANITARY AND/OR STORM SEWER STUB AND A MINIMUM 2" REFLECTORIZED TAPE (ENGINEER GRADE) AT THE TOP OF THE POST. POST SHALL BE BURNED 2' BELOW FINISHED GRADE WITH 4' ABOVE FINISHED GRADE (INCIDENTAL) STEEL T-STYLE FENCE POST SASS GROUND LINE 41L4' W000 POST 4'114' WOOD POSE 4"W WOOD POST t 1 Sroft SElYE7t MAINLINE STORM SEWER ~ ~~� WATERMAIN sANm*Y sEv1�R� MAINLITIE SANITARY SEWER Standard Plate Library City of Monticello Title: Utility Stub Markers "ate: 04-08 Plats No. Revised:03-15 1006 DESCRIPTION DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT C. S.O. T. J.B. WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS 0F THE STATE ONESOTA. CHECKEDLi&b A �& C.S.O. Cora M. Schwohn Otto DATE: 3-28-25 LICENSE # 40433 www.ottoassociates.com TT W,SS2 9 West Division Street Buffalo, MN 55313 (763)682-4727 OCIATES Fax: (763)682-3522 Engineers & Land Surveyors, Inc. TOP OF PROPOSED SUBGRADE THE TOP 3' SHALL BE COMPACTED AT A MIN OF 1STANDARD DE PROCTOR DENSELYITY (MNN /DOT 2105) i A MAX OF 2' LIFTS TO BE WETTED AND CONSOLIDATED BY VIBRATORY MEANS AND COMPACTED TO A MIN OF 95X OF STANDARD PROCTOR DENSITY (MN/DOT 2105) 4' COVER COMPACTED TO 95X OF STANDARD PROCTOR DENSITY WITHOUT THE USE OF HEAVY ROLLER EQUIPMENT OGRANULAR BEDDING AS `' PER MN/DOT 3149.217 ... �..f...Z. . I GRANULAR FOUNDATION WHERE ORDERED BY THE ENGINEER SHOVEL, PLACE AND HAND COMPACT AROUND PIPE TO 12' ABOVE PIPE. VIBRATORY COMPACTION REQUIRED EACH SIDE OF PIPE, AS DIRECTED BY THE ENGINEER. Standard Plate Library City of Monticello Title: Typical Trench Compaction and Class B Bedding Date: 03-05 Plate No. Revised: 03-15 1007 3/8" MIN. 5/8" MAX. BITUMINOUS NON -WEAR COURSE BITUMINOUS BASE COURSE ADJUSTMENT DETAIL FRS SUPER GLUE ENGINEER APPROVED 1/4" BEAD, 360 DEG.) TUMINOUS WEAR COURSE 1001, BITUMINOUS NON -WEAR COURSE CAST IRON OR DUCTILE IRON ADJUSTMENT RING AS MANUFACTRURED BY • % ESS BROTHERS AND SONS INC. OR ENGINEER APPROVED EQUAL DTES: THE HEIGHT OF THE CAST IRON OR DUCTILE IRON ADJUSTMENT RING IS CAST DETERMINEDOR DUCTILE IRON ADJUSTMENT ERINGS RLTO BE INSTALLED BITUMINOUS WEAR COURSE As5PER �MAw+UAF ES REQUREDEFORTADJUSTMENT RINGS INCLUDING LABOR & MATERIALS ADJUSTMENT DETAIL Title: Metal Casting Ring Standard Plate Library A Adjustment Detail City of Monticello Date: Plate No. 03-08 1004 R°v':03-15 I 1'- 0' OR 5' IN BACK OF CURB IF CONCRETE WALK OR BITUMINOUS PATH ARE HYDRAFINDER PRESENT FLAG WATEROUS MODEL 67 HYDRANT YELLOW OUT OF ORDER TAG LZJ TO BE INSTALLED ON PUMPER CONN. 7 AFTER BACK -FILL BREAKOFF FLANGE EXISTING OR FUTURE STREET 1" TO 2' MAXIMUM CURB OR GUTTER UNE a I ABOVE BURY LINE (FINISHED GRADE) Fl"IISHED GRADE IL VALVE BOX AS WA IN SPECIFIED Tl' TO 2" I� z �4 2 LAYERS OF POLY (4 mil) 2'- 6' c� AS REQUIRED 10' I TTPWAL 1 z 3' DIAMETER BY 3' DEEP PIT- 3 UNDER HYDRANT FILLED WRIT A MINIMUM OF 1 C.Y. OF 1 1-1/2CLEAR STONE I = ^0 0 MECALUG MEADOWBROOK - PHASE ONE JPB LAND, LLC MONTICELLO, MN THRUST BLOCKING BEHIND HYDRANT \-PRECAST MEGALUG CONCRETE BASE AS SPECIFIED (15"r 15'r 4 ) Standard Plate Library City of Monticello 1/4 " STEEL VALVE BOX ADAPTOR WITH PROTECTIVE COATING AS MANUFACTURED BY ADAPTOR INC. OR APPROVED EQUAL GATE VALVE TEE BLOCKING THRUST BELOW GATE BLOCKING VALVE BEHIND TEE Title: Typical Hydrant Installation °ateC 03-05 Plate No. R°"ieed:03-17 2001 PROJECT NO: DETAILS 24-0314 SHEET NO. 24 OF 29 SHEETS DATE: 3-28-25 4' STT U 12' AS REOUM d10UND LIE 11'- Or CURB BOX WITH 1'- 1 1/4 STANDPIPE AND STATIONARY ROD MN COVER 1' CORP. COC BRICK 1 COPPER 4' X 8' X 2' WATERMA N CAP CURB STOP WITH BUNK SLUG (TYPICAL) SEE SPEC. REV. NO. DATE BY ary EXISTING (OR FINISHED) GRADE PLUGGED END j 4' NOTES: • 1. RE -USE EXISTING AIR BLEED LANES AND PLUGS 1. CORPORATION STOP ON PROPOSED STUBS. INSTALLATION TO BE MADE AT NO ADDITIONAL COMPENSATION. FURNISH NEW GASKETS WHERE REQUIRED. 2. NEW LINES WILL BE PAID FOR AT UNIT PRICE BID FOR 1' COPPER AND 1' CORPORATION STOP. ALL OTHER WATERMAIN : �' y WORK TO BE INCIDENTAL TO THE PROJECT. 1' COPPER ` PLUGGED END AIR BLEED DETAIL MEGALUG MEGALUG WRAP PLUG WITH 4 MIL. POLY STEEL T-STYLE FENCE POST PAINTED BLUE WITH AN OIL BASED PAINT AND MINIMUM 2' REFLECTORIZED TAPE (ENGINEER GRADE) AT THE TOP OF THE POST TO MARK i :?^ VALVE BOX. TO BE INSTALLED AT THE TIME OF VALVE BOX 4, INSTALLATION (INCIDENTAL) r PLUG IFOTEGATE VALVE BOXES ARE EXTENDED. THERE GROUND LANE SHALL BE A GATE VALVE NUT EXTENSION TO WITHIN 7.5' OF FINISHED GRADE AND ATTACHED TO THE GATE VALVE NUT TEE ANO BEND BEND PLUG 2' NOTES: 1. THRUST BLOCKING TO BE USED FOR BEND 22 1/7 VALVE BOX AND OVER, PIPE SIZE I BEARING AREA 2. THRUST BLOCKING SWILL ONLY BE USED WHERE 6 4.0 S FT Lj WORKING PRESSURES ARE LESS THAN 150 PSI. 8- 6.0 0 FT 1 2" RUBBER GASKET INSTALLED 10' - 12' 12.0 SO FT / 3. THRUST BLOCKS BEARING AREA TO BE POURED 15" 20.0 50 FT BETWEEN THE GATE VALVE AND MIN 7.5 COVER (UNLESS AGAINST UNDISTURBED SOIL. GATE VALVE ADAPTOR I OTHERWISE NOTED) 4. POURED CONCRETE THRUST BLOCKING SHALL BE USED FOR 12' OR LARGER DIAMETER WATERMAIN1/4" STEEL VALVE BOX ADAPTOR / I OR APPR J� QUAL PTOR INC. 4. ALL PIPE JOINTS WITHIN 10 FT. OF A BEND 1/2 CU. YD. GRAVEL SHALL BE RESTAINED USING TIE R005 :Standard Plate Library ity of Monticello Title: Blocking for Watermain Date` 03-05 Plate No. Revised:03-17 2002 STEEL T-STYLE FENCE POST PAINTED BLUE WITH AN OIL BASED PAINT AND MINIMUM 2' REFLECTORIZED TAPE (ENGINEER GRADE) AT THE TOP OF THE POST TO MARK CURB STOP. TO BE INSTALLED AT THE TIME OF CURB STOP INSTALLATION (INCIDENTAL) 3 4' J12r 1 ... IV- 0' GROUND UN r K 1' COPPER BRICK 4' X 8'X 2' NOTE: ATTACH SHUT OF ROD TO CURB STOP Title: Typical Water Service Date' 03-05 Plate No. Revised:2006 03-15 J WATERMAIN — CATE NILVE WATERMAIN VALVE BOX INSTALLATION Standard Plate Library City of Monticello GROUTING BETWEEN PIPE AND MANHOLE BARREL SHALL BE WITH NON -SHRINKING CEMENT ALL MANHOLES WITH INSIDE DROP SECTION SMALL BE 5' DIA (I.0.) MANHOLE SECTION TO BE ASTM C-478 CLASS II CIRCULAR REINF LATEST REVISION USE R-2 JOBR FOR ALL MANHOLE JOTNT3 "CRE-SEAL",'RESEAL", OR APPROVED EQUAL PRECAST GASKET CONNECTION SHALL BE USED FOR CONNECTION PIPE TO MANHOLE -\ MAX. 24' 2 PRECAST BOTTOM SECTION WITH NVERT #5 AT 12' OC EACH WAY Title: Air Bleed Detail And Valve Box Installation Date: 03-05 Plate No. Revlsed'03-15 2003 CHIMNEY SEALS (INTERNAL OR EXTERNAL) 'CRETEX OR APPROVED EQUAL' STANDARD MANHOLE — � FRAME AND COVER �i ADJUSTING RINGS MIN 4" - MAX 12' 12i 01 ' ■ r C I 4e' DN 1b"OC: 1MNADL I STANDARD MANHOLE FOR SANITARY SEWER NO SCALE NOTES: '1. MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS-1-PF (BY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA REGULATIONS AND SPACED 16' OC. 2. IF DROP IS GREATER THAN 24' INCHES, USE OUTSIDE DROP. -�� Standard Plate Library City of Monticello Title: Standard Sanitary Manhole Date. 03-05 Plate No. Reri :03-15 3001 DESCRIPTION DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION C. S.O. T. J.B. AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CHECKED /& /A I �I � C.S.O. Coro M. Schwohn Otto / JTiTJ�.� DATE: 3-28-25 LICENSE # 40433 1 GRASSY AREA 1 8'WIDE - 4iHICK = LESS THAN W STYROFOAM HI-35 BRAN( PLASTIC FOAM OR APPRO EQUAL CONCRETE OR BITUMINDUS SURFACE r!'x 4' x 4' THICK LESS THAN 6' + 6' 2 4' STAGGER SHEETS 4' LENGTH WISE AND 2' WIDTH WISE NOTE: INSULATION REQUIRED FOR WATERMAIN WITH LESS THAN 5' COVER IN GRASSY AREAS AND 6' COVER UNDER PAVED SURFACES. Standard Plate Library City of Monticello Title: Insulation Detail Dot°` 03-05 Plate No. Revised' 03-15 2004 STEEL T-STYLE FENCE POST PAINTED GREEN WITH AN OIL BASED PAINT AND A MINIMUM 2' REFLECTORIZED TAPE ENGINEER GRADE) AT THE TOP OF THE 1 TO MARK THE SERVICE STUB TO BE INSTALLED AT THE TIME OF SERVICE DEPTH OF COVER OVER - INSTALLATION (INCIDENTAL) TOP OF PIPE TO SUIT 4. OR Or PVC FIELD CONDITIONS PIPE SHALL BE COMPLETELY ENTRENCHED AND SHALL HAVE CLASS 'B' BEDDING WHERE DIRECTED BY THE ENGINEER — SEE JOINT DETAIL BELOW . MIN t PLACE NEARLY HORIZONTAL FOR LOW 12 BASEMENTS AND SHALLOW SEWER AS DRAINAGE AND DIRECTED BY THE ENGINEER UTILITY EASEMENT TYPICAL SERVICE WHERE COVER OVER ' TO? OF SEWER IS 12' OR LESS } NOTES: PVC - POLY -VINYL CHLORIDE SDR 26 DEPTH OF COVER OVER \ TOP OF PIPE TO SUIT ALL SERVICE CONNECTIONS INCLUDING NECESSARY FIELD CONDITIONS BENDS AND SPECIAL FITTINGS SHALL BE PAID FOR AT THE CONTRACT UNIT PRICE BID PER UNEER FOOT OF 4" - - OR 6". NO ADDITIONAL COMPENSATION SHALL BE ALLOWED _ FOR CONCRETE ENCASEMENT OR PIPE BEDDING. - 4' OR 6' PVC WYE j i ELEV TO BE SET BY THE i ENGINEER - CONTRACTOR 4- TO VERIFY PRIOR TO BURY MIN PIPE SWILL BE COMPLETELY ENTRENCHED AND SHALL HAVE CLASS "B" BEDDING I WHERE DIRECTED BY THE ENGINEER CONCRETE ENCASEMENT (TYPICAL) SEE DETAIL BELOW FOR CAULKING BETWEEN DISSIMILAR PIPES WHEREOVER VER' ADAPTER TO BE RESILIENT L TOPICOF SEWEREIS 12OR OMORE ASTM C425-64 TYPE II OR APPROVED EQUAL FOR DISSIMILAR PIPES CONCRETE ENCASEIE}R (TYPICAL) N� PVC WYE �- VCP TO PVC FERNCO ENCASED IN CONCRETE SHALL BE REQUIRED WHEN CONNECTING TO EXISTING VCP SEWER MAIN (INCIDENTAL). CONCRETE ENCAsmiT - (TYP1CALi THRUST BLOCKING FOR www.ottoassociates.com TT WS'SOCIATES 9 West Division Street Buffalo, MN 55313 (763)682-4727 Fax: (763)682-3522 Engineers & Land Surveyors, Inc. 4' GROUND LINE IIIE 2' CLEANING EQUIPMENT Title: Standard Plate Library Typical Service Connection Lzz City of Monticello Date: 03-05 Plate No. Revised:03-15 3004 PROPOSED STORM SEWER 8'X 12' INSULATION AT PIPE CROSSING 8'X 20' INSULATION FOR BOX SEE PLATE 2006 \ ''PIBEN S FOR DETAILS MEGALUG I'-MEGALUG 1 12* WAM V I IW _ NOIE ALL PIPE JOINTS WITHIN 10' OF A BEND SHALL BE RESTRAINED USING TIE RODS. Standard Plate Library City of Monticello TRIrDrID INSTALLED BY PRIVATE CONTRACT TRACER WIRE LOCATE BOX GROUND MEADOWBROOK - PHASE ONE JPB LAND, LLC MONTICELLO, MN Title: Watermain Offset Date` 03-05 Plate No' Revised: 03-17 2005 L- TRACER WIRE SPLICE CURB BOX STANDPIPE COPPER -CLAD STEEL AWC 12 CAUCE l 2' SPOOL COPPER -CLAD STEEL AWG 12 TRACER WIRE 30 MIL HIGH DENSITY I TRACERWIRE IL HIGH ITY POLYETHYLENE GREEN COLORED JACKET POLYETHYLENE EN3COLIORED JACKET TO BE PROVIDED UNDER PRIVATE 1 1 TO BE PROVIDE UNDER CITY CONTRACT I CONTRACT 1" COPPER COPPER -CLAD STEEL AWC 12 GAUGE \\ - TRACER WIRE 30 MIL HIGH DENSITY POLYETHLNE GREEN COLORED JACKET TO BE PROVIDED UNDER CITY CONTRACT SANITARY SERVILE MAINLINE SANITARY SEWER Standard Plate Library City of Monticello WATERMAIN Title: Tracer Wire (New Developments) Date: 03-08 Plate No' Revised: 03_ 1 5 3005 J PROJECT NO: DETAILS 24-0314 SHEET NO. 25 OF 29 SHEETS DATE: 3-28-25 r 1 Pe ADJUSTING RINGS 4' MIN - 12" MAX STANDARD FRAME do COVER INSTALL INFRA SHIELD (OR APPROVED EQUAL) r ROADWAY SURFACE EXTERNAL CFIMNEY SEAL I SEE MnDOT STANDARD PLATE 4020 FOR COVER REQUIREMENTS F . s �.� _.•; ,..• ,. • �:;: WALL CONSTRUCTION SHALL 8E CLASS II PRECAST PIPE, EXCEPT 48" DIA MAY BE 1:9 ASTM C 478 CONCRETE PIPE. SEE MnDOT STANDARD z — 8' CAST -IN -PLACE PLATE 3000 (NO TONGUE OR GROOVE AT TOP 2 ® 1: CONCRETE OR BOTTOM OF THIS SECTION). CAST -IN -PLACE N Y j '•!. CONCRETE OR MASONRY CONSTRUCTION o N a; 4' TO 10' o!� B LNG NEERBLOCK) ALLOWED ONLY IF APPROVED .Al n CONCRETE DOGHOUSE REQUIRED ON o OUTSIDE AND INSIDE OF STRUCTURE �- zo AND PIPE CONNECTION LLJ n U ar o_ m t STRUCTURE- 8- POURED CONCRETE BASE, FOR ALTERNATE PRECAST CONCRETE BASE. SEE MnDOT STANDARD PLATE 4011 MODIFY DIAMETER AND 2' RAISED AREA TO FIT REQUIRED DIAMIETER. O1 REFER TO STANDARD PLANS FOR HEIGHT AND DIAMETER REQUIRED. Q2 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 O 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 FrB. MJVLE MANHOLE , PLASTERED OR CATCH EXTERIOR CATCH BASIN BASIN ' DIA IA SEWER BRICK (MnDOT SPEC 3616) BLOCK MASONRY CONSTRUCTION Title: Standard Manhole for Storm Sewer °ateC 03-05 Plate No. Re1►ised:03-1 7 4001 Nam- THIS DRAWING IS TYPICAL FOR ALL FLARED END SECTIONS 24' OR LARGER SHIFT PILING AS SHOWN SHALL BE CONSIDERED INCIDENTAL TO FLARED END. NUTS AND BOLTS ON TRASH GUARD MUST REMAIN EXPOSED. � I .: .. �. 1; 000 PSI CONCRETE w- TIE LAST 3 IJ�AND OUTLET ON (Tp) ZNLET 1 1/4 - HOLES USE (3) 1" BOLTS AND TIE TO CONCRETE ABUTIENT 5/8' TIE FOR PIPES 12' TO 27" / PLAN 3/4" TIE FOR PIPES JO' TO 66" 1' TIE FOR PIPES OVER 30' (3) 1 1/4 HOLES USE (3) 1' AND TIE TO CONCRETE ABUTMENT 0"I r11L PROVIDE OPENING WHEN POURING CONCRETE TO ATTACH TRASH GUARD REV. NO. DATE BY Standard Plate Library City of Monticello DESCRIPTION 40DO PSI CONCRETE r %4 REBAR EACH FACE REHIIR EACH FACE b 0 OUTSIDE WIDTH OF-0ND I SECTION PLUS 4'- 0 ELEVATION Title: Piling for Flared End Section date: 03-05 Plate No. Revised: 03-1 4008 i G A - D - A L D -1 35 1/4 43" CUM NET FRAME AND CURB BOX = O = NEENAH NO. R-3067-V u 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 CHMNEY SEAL ELEVATION (SEE DETAIL 5003) ADJUSTING RINGS 4" MIN - 12" MAX ENCASE IN CONCRETE 6• COLLAR USE CONCRETE CURB MIX FOR COLLAR • 24' •• FINISH GRADE 1 31• ; 34" 5' .' (4"MIN. + �. ' • ,. .'y. �. 4' CONCRETE COLLAR NOTE* SECTION A -A POUR A 3" TO 4" CONCRETE COLLAR AROUND RINGS EXTENDING FROM THE CASTING TO THE PRECAST SECTION CATCH BASINS LOCATED IN DRIVEWAYS SHALL BE TYPE MnDOT DESIGN H. THE CASTING SWILL BE NEENAH R-3508-A2. Ln O Q 0- U Of Standard Plate Library City of Monticello <7 Title: Standard Catch Basin Dote: 03-05 Plate No. Revised: 03-1 7 4002 N b W �^ z i O 4 �J•' Zp � W � c a `•' z Ua I Z � w � o 1C n L _ � z U� � c BOW s X12 =w O qgggg}} T -aTT- ggg wvn. No ma,*eo vvo m o♦ ',y ��waPv� o,, oo��N� m-R a��D,,��,,1;1;•O� '� V�cia,'�•P�.niomori,rirn� '. �i3oiVrdmo,riao N.PfPS�g� 1 3 w Q = a pp d'Q' = a p I I l ICI Y L )f f ON W co co W m NOOm N t y�NOtO 07rm�NOR r o'q R ri rlr;ln `a�' ri r � .o � ,�' ••i Gi 4 (.4 ri a ri N 0 v .- N N n ♦ v .o n F, N O V IVaV %f z I pp %oT'N� O.ONOm Nn On N I w.o I-� N In _J v N 00 (c oWJ Nn0+Oeh0qu tt�✓ z z O � I CyD' 1 fT3U U O U to i o.n\a.o-n`nrn ♦�n0 't m O �o a¢` �e�o WON. rncl m197 N ��0 0 MI NCI n V) m R 7 -w" 0V) ,O��+I n N N 01 ,7 p, ui LL E- V -� NNC�g n n W 002 U �+-•�V N.7o n,n 1•/� O Q x_ GO O gw] a 9-!o i.3.I�.-�ev`M�vSoos--•iriNN !o nWo34 �Ne.rin�lva�.drR� �17f Of 1 I Q 1 la" �^ -8+ 119 W a O N � D ^! IG O1 P7 1z O re V N Q OW Of I i Al, v N M7��- % n r�3. Nr Y �.ra.o° n Yirn d �i lei r•M Miles O O eV a VI Title: indard Plate Library Riprap Detail City of Monticello late: 03-05 Plate No. Revised: 03-15 4009 �J DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION C.S.O. T.J.B. AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS 0 THE STATE OF MINNESOTA. CHECKED C.S.O. Cora M. Schwahn Otto DATE: 3-28-25 LICENSE # 40433 1 a A = = A 35-1/4' 43" _ 0= CASTING To BE sET PLAN o.to' BELOW GUTTER ELEVATION INSTALL INFRA SHIELD CURB INLET FRAME AND CURB BOX (OR APPROVED EQUAL) STANDARD CASTING - NEENAH R-3067-V EXTERNAL CHIMNEY SEAL ADJUSTING RINGS 4' MIN - 12' MAX ENCASE WITH CONCRETE MANHOLE COVER TO BE 48' DU COLLAR CRETEX TYPE II WITH 24'■ 36" e" OPENING •15' 1 24• 1 9" CONCRETE DOGHOUSE REQUIRED ON OUTSIDE AND INSIDE OF STRUCTURE W 3 *4a"") AND PIPE CONNECTION -DIMENSION VARIES BASED ON STRUCTURE DIAMETER RCP PIPE CONCRETE CATCH BASIN MANHOLE J NOTES: AND BASE TO BE CRETEX TYPE 433B OR APPROVED EQUAL 1. BASE TO BE GROUTED TO FORM A SMOOTH INVERT TO OUTLET. SECTION 2. PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED. CATCH BAN BASIN MANHOLES REQUIRED IN GREEN SPACES SHALL BE CONSTRUCTED OF PRECAST CONCRETE ONLY IN ACCORDANCE WITH Mn/DOT STANDARD PLATE 4006L THE CASTING SHALL BE NEENAH R-4342. CATCH BASIN MANHOLES LOCATED IN DRIVEWAYS SHALL BE CONSTRUCTED WITH AN ECCENTRIC TOP SLAB WITH A 27' ROUND OPENING. THE CASING SHALL BE NEENAH R-3508-A2. Title: Standard Plate Library Catch Basin Manhole City of Monticello 03-05 Plate No. Ret►ieed:03-1 7 j 4003 PLAN (PRONDE 3-1//4•.�. X 3-t/4" OPENING) -� -NA NA M CLEV.IS2 50 CORE DRILL NEW S1Vi-tt' O>:� =fey - Ce LKHEALEXIST !a - Ter-t - i _ �•�� [li1ll42.00 www.ottoassociates.com TT0 9 West Division Street Buffalo, MN 55313 (763)682-4727 SSOCIATES Fax: (763)682-3522 Engineers & Land Surveyors, Inc. ST RICE=0_IS€C I N O—S QA L C T e" MAX TRANSVERSE & LONGITUDINAL BARS 5/8 ' FOR 18" TO 27- APRONS 3/4 FOR 30- & LARGER APRONS. Ie" ANCHOR TOP h BOTH ENDS NOTE: 1. ALL TRASH GUARDS SHALL BE GALVANIZED AFTER FABRICATION PER MNDOT SPEC. 3392 & 3394. 2. APPLIES TO FLARED END SECTIONS 12" OR LARGER. 3. ALL NUTS AND BOLT ATTACHING TRASH GUARD TO THE FLARED END SECTION SHALL BE LEFT EXPOSED Standard Plate Library City of Monticello 18" RCP OUTLET Title: Trash Guard for End Section �OtC7 03-05 Plate No. Revised:03-15 4007 f18" PVC INLET III=1 I I=1 — VARiEs - - 951.1 —III-11I 950.35 138 LI (INCL. FES) / 1 g" RCP @ 0.22% _ 946.5 946.5 0 946.2 Q� W 18" FES W/TRASH 28 LF 18" PVC GUARD & 3.6 CY 944.0 — CL III RIP RAP 4' r - fMONOLITHICALLY POURED BOTTOM OUTLET CONTROL STRUCTURE NOTE: STRUCTURE REQUIRES TWO (2) PIECE GRATE www.ottoassociates.com 9 west Division Street I I Buffalo, MN 55313 (763)682-4727 QSSOCIATES Fax: (763)682-3522 Engineers & Land Surveyors, Inc. MEADOWBROOK —PHASE ONE JPB LAND, LLC MONTICELLO, MN OUTLET CONTROL STRUCTURE - POND #1 i PROJECT NO: DETAILS 24-0314 SHEET NO. 26 OF 29 SHEETS DATE: 3-28-25 R/W 4' TOPSOIL. SEED, AND MULCH OR SOD Q Typical Street Residential (Minor) Date: 03-0.I Plate No. Revised: 5002 03-20 I CONTRACTION JOINTS 60' I 12' OR 14' 30'. 32' OR 36' FACE TO FACE) O VARIES MODIFIED DESIGN D 1� CURB k GUTTER 1 2.00R 1 I 1 1 2.00% 2.00X \\\ 4.00R CONCRETE WALK. 6' THICK WI1H 12' SAND OR 6' CLASS 5 BASE (TYPICAL) 1 1/2 TYPE 2360 BITUMINOUS WEARING COURSE TACK COAT MNDOT 2357 TYPE 2350 BITUMINOUS NON -WEARING COURSE 6' CLASS V GRAVEL (MODIFIED) 6" MINIMUM SCARIFY AND COMPACT SU13GRADE TYPICAL SECTION URBAN RESIDENTIAL 1D 2 ROLLS OF SOD TO BE PLACED BEHIND CURB AND SIDEWALK/TRAIL ® THE USF AND THICKNESS OF SELECT GRANULAR BORROW IS BASED ON EXISTING SOIL CONDITIONS AS DETERMINED BY THE CITY ENGINEER. ® STRFFT WIDTH TO BE DETERMINED BY THE CITY ENGINEER. ® 6" PERFORATED PVC PIPE WITH FABRIC. INSTALL WHERE CLAY SOILS ARE ENCOUNTERED IN THE ROADWAY SUBGRADE OR AS DIRECTED BY THE ENGINEER. Standard Plate Library City of Monticello _,nPER� L1� L12" GRANULAR BORROW OR 6" CLASS 5 - 4" OR 6" CONCRETE WALK BOULEVARD WIDTH VARIES(AVERAGE 8') REV. NO. DATE BY SIDEWALK DIMENSIONS WIDTH - 6' DEPTH - 6" FOR NEW DEVELOPMENTS s4" MINIMUM FOR EXISTING AREAS, 6" AT DRIVEWAYS AND CROSSWALKS GRANULAR BORROW DEPTH - 12" GRANULAR BORROW OR 6" CLASS 5 CONTRACTION JOINTS - 6' INTERVALS EXPANSION JOINTS - 60' INTERVALS (APPROX.) *MATCH EXISTING DEPTH, 4" MINIMUM INSTALL PEDESTRIAN CURB RAMPS AT ROADWAY INTERSECTIONS Title: Standard Plate Library Typical Sidewalk City of Monticello, Dote: 03-05 Plate No, > - - Revised: 5012 03-17 12' 3/4 • / PER 1/2 ' R L L r- D• MODIFIED DESIGN "D" STANDARD FRAME & BOX FOR 8618 CURB k GUTTER NNNNNN MODIFIED DESIGN '0' CURB « B61B GUTTER (1YPICAI, SEE ABOVE) o PLAN Y 3� 0. MATCH MODIFIED DESIGN V _CURB R�GUTTER (TYPICAL) r3 0 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 CASING ELEVATION 5 FEET ON EACH SIDE OF THE CENTER OF THE CASTING. est Standard Plate Library City of Monticello BITUMINOUS TRAIL DESIGN Q - PATHWAY WIDTH 10 ft OB - SHOULDER WIDTH 1 ft MIN. lA.l 3" SP 9.5 WEARING 6' CL 5 AGGREGATE 12' SftEe+ BRA wbN 6' MINIMUM SCARIFY (SUBGRADE PREP) FABRIC IF DIRECTED 6, 1. TRIAL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE CITY OF MONTICELLO GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES. 2. PEDESTRIAN RAMPS SHALL BE CONSTRUCTED WIN TRUNCATED DOMES AND CONFORM TO ADA REQUIREMENTS. 3. MODIFY SURFACING. BASE. AND SUBGRADE DESIGN BASED ON EXPECTED VEHICULAR USE AND SUBGRADE SOILS. Standard Plate Library City of Monticello Title: Concrete Curb & Gutter at Catch Basin DOt°' 03-05 Plate No. Revised: 5004 03-15 1_ 3' TO 6' 12 a e O IA 0 4, 1 Mqk Title: Typical Trail Section Date: 03-05 I Plate No. — Revised: 03-15 501 DESCRIPTION DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION C. S.O. T. J. B. AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CHECKED C. S. 0. Coro M. Schwohn Otto J� DATE: 3-28-25 LICENSE # 40433 SAME SLOPE AS ROADWAY .';;.;F• i 7•i ; NailzalQAL •' ...':. (FORTIS WAY BE TLTED) REVERSE SLOPE GUTTER SECTION DIVIDER PLATE 3'R t 1 t� • 3'R 3� SLOPE 0.06 FT/FT e• 13 1/2 • 1 OR SLOPE 3/4'/FT 24M�2 • 7'� HORIZONTAL LINE \� SLOPE 0.06 FT/F' NORMAL, UNLESS STANDARD PLATE NO. 71DO H OTHERWISE SPEC FILD. IF A DIFFERENT SPECIFICATION REFERENCE 2531 GUTTER SLOPE IS PERMITTED. THE FORM CONCRETE - 0.0474 CU YDS / UN FT (B512) MAY BE TILTED B612 CONCRETE CURB & GUTTER CONCRETE - 21.1 FT / CU. YDS. (6612) DIVIDER PLATE 3"R 13 1/2 3"R 3pp SLOPE O0..06 FT/FT 1.:.' :.. SLOPE 3/4-/FT 2" MIN 2'7• ` * i d HORIZONTAL LINE > \d MNDOT SLOPE 0.06 FT/FT NORMAL, UNLESS STANDARD PLATE NO. 7100 H OTHERWISE SPECIFIED. IF A DIFFERENT SPECInCAT10N REFERENCE 2531 CLPTER SLOPE IS PFRMTTED, THE FORM CONCRETE - 0.0582 CU YDS / UN FT (B618) MAY BE TILTED B618 CONCRETE CURB & GUTTER CONCRETE - 17.2 FT / CU.YDS. (B616) F12' 3/4 " /PER FT- r 1/2 ' R 1/2 • R 3"� [1DITTAL r� 10" MODIFIED DESIGN 'D' CURB & GUTTER Titles Standard Plate Library Concrete Curb &Gutter for Streets City of Monticello Date: 03-05 Plate No. Revised:03-15 5005 Street Sign TRAFFIC SIGN SPECIFICATIONS 2-3/8" O.D. O ri MATERIAL - ALUMINUM SHALL BE: 5052-1138 OR 6061-T6 ALLOY GAUGE SHALL BE: .080 ON THE LONGEST SIDE UP TO 30" 100 ON THE LONGEST SIDE OVER 30' SIGNS SHALL BE NOTCHED FOR USE WITH E-450 BRACKETS 9" STREET NAME SIGNS SHALL HAVE 6" UPPER CASE LETTERS WHITE ON GREEN HIGH INTENSITY GRADE SHEETING WITH WHITE SERIES E BORDER AIL SIGNS SHALL CONFORM TO SECTIONS 2564 AND 3352. SIGNS AND MARKERS STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. BOULEVARD GRADE -II IIII �.I II I III I II v e: II �I II ��`'19 illll�(�IIIII =" IIII>�1111m . ATUBULAR POSTS SPECIFICATIONS �I]IIII Bill III= d II>,MII TUBULAR POSTS USED FOR MOUNTING STREET NAME/TRAFFIC CONTROL SIGNS, SHALL VARY IN LENGTH, SHALL HAVE #I N A DIMPLED TUBE BELOW GRADE OR INSTALL A ANTI- ROTATION IIIII DEVICE TO PREVENT TUBE FROM TURNING, SHALL BE i t. IIII 2-3/8" O.D., SHALL BE GALVINIZED AND SHALL HAVE IIBII� ng "•o = A WEIGHT OF 2LB./FT. CONCRETE GROUTII�IIIIMf� NOTE: CONCRETE GROUT TO BE MIXED THOROUGHLY WITH WATER BEFORE INSTALLATION NOTE: TYPICAL SIGN INSTALLATION WHEN STREET NAME SIGNS ARE TO BE INSTALLED www.ottoassociates.com TT W,SS2 9 West Division Street Buffalo, MN 55313 (763)682-4727 OCIATES Fax: (763)682-3522 Engineers & Land Surveyors, Inc. Standard Plate Library City of Monticello Title: Typical Traffic Sign Installation Date: 03-05 Plate No. Revised'5017 03-15 EXPANSION J( (TYPICAL) FII 0 W REMOVE CROWN IN 50' TIP GUTTER OUT -A -A �-- 3' MIN. r 7" SLOPE 3/4 "/FT. SECTION A —A Standard Plate Library City of Monticello //0 O O O O O O ' I /2'rMN. I� \_2 STEEL CHANNEL POSTS MINIMUM AT )EAD ENDS 86 CONCRETE & GUTTER FLOW B-618 - 3' WIDE B-624 - 4' WIDE Title: Typical Concrete Valley Gutter Me' 03-05 Plate No. Revised:03-15 5009 NOTESi DEAD END ROADWAY S GNS SHALL BE X4-11 WRIT T-iE FOLLOWING COLORS: REFLECTORS - RED (DIAMOND GRADE) BACKGROUND - RFD MEDIAN SIGNS SHALL BE X4-2 W'TH THE FOLLOWING COLORS REFLECTORS - YELLOW (DIAMOND GRADE) BACKGROUND - BLACK OR YELLOW STEEL CHANNEL POSTS SHAD WIGH 3LB./FT. AS REQUIRED. POSTS SWILL BE PUNCHED ON 1' CC AND GALVANIZED. POSS SWILL BE OF THE 4-RIB DESIGN. HARDWARE SHALL BE CRADE 5 MINIMUM AND BE GALVANIZED OR CADMIUM PLATED. C� Standard Plate Library City of Monticello MEADOWBROOK - PHASE ONE JPB LAND, LLC MONTICELLO, MN 5' MIN. �/�o 0 O \ r Title: Permanent Barricade & Hazard Markers Date: 03-05 Plate No. Revised: 0 3 —15 5 018 PROJECT NO: DETAILS 24-0314 SHEET NO. 27 OF 29 SHEETS DATE: 3-28-25 OVERFLOW SLOT IN SHROUD EX STING CURB OVERFLOW IS }4 OF THE CURB BOX HEIGHT : 0• 0 0 •0 PLAN WIMCO ROAD DRAIN CC-23* HIGH FLOW INLET PROTECTION CURB AND GUTTER MODEL DEFLECTOR PLATE OR CITY APPROVED EQUAL. OVERFLOW IS Yt OF THE CURB BOX HEIGHT / OVERFLOW AT TOP OF FILTER ASSEMBLY • FOR THE NEW R-3290-VB S-ANDARD CASTING, INSTALL WIMCO ROAD DRAIN CG-3290 OR CITY APPROVED EOJAL. Standard Plate Library City of Monticello `--� - — SPECIAL NOTE: SPECIAL ATTENTION SHALL BE PAID WHEN INSTALLING DRIVEWAYS TO NOT UNDERMINE OR DAMAGE EXISTING SIDEWALKS. •00 3" OF 1-1 /2" ROCK OR 6" CRUSHED CONCRETE''OR APPROVED EQUIVALENT TAPER DEPTH AND WIDTH IN 10' SIDEWALK Standard Plate Library City of Monticello FILTER ASSEMBLE DIAMETER, 6' ON -GRADE 10" AT LOW POIN- H GH-FLOW FABRIC Title: Inlet Protection Catch Basin Insert Date: 03-07 Plate No. Revised: 03-15 6004 CURB & GUTTER VO POI Jlt 16 �r 3" OF 1-1 /2" ROCK OR 6" CRUSHED CONCRETE Title: Residential Gravel Construction Entrance 03-05 Plate No. 03-15 6001/ :4. Z/ OVERFLOW SLOT IN SHROUD A i. WING NUT ATTACHMENT HOOK SILT FABRIC SLEEVE PER MnDOT SPECIAL PROVISION 3886 SILT FABRIC SLEEVE PER MnDOT SPECIAL PROVISION 38M Title: Inlet Protection Standard Plate Library Grate Inlet Cover City of Monticello Date: 03-07 Plate No. �Revieed'03-15 6005 ALL EXCAVATION & BACKFILL TO COMPLY 1117TH CITY EXGNATION ORDINANCES AND REWIRE EXCAVATION PFRA41T FROM PUBLIC WORKS OFFICE. 8' _ TYPIC r— DRAINAGE & UTILITY EASEMENT LINE TELEPHONE, TV OR FIBER . PEDESTAL I _ 6' I TYPICAL I UTILITY EASEMENT P/L I._ Tr LOT STAKE �I. SIT�r ice' - — 12M sr a1' 7MOWLI O.D. 0/ PPE 2• Ya. Q W la SU1GC (!f SIOPXL � 41 MIN EASEMENT INSTALLATION SEWER AND WATER STUBBED 11' INSIDE PROPERTY LINE TV OR FIBER CENTERLINE IN THE EVENT OF A HYDRANT 1T7Pj64S JOINT TRENCH AT A PROPERTY CORNER HOVE (SEE DETAIL ABOVE) ELEC. TRANS, AND PEDESTALS BUCK To wiNrAIN 10' CLEAR SPACE i 1 �.. it 1' I PROPERLY LINE isi. V. • SIpErIyu,K.. •... ' R: TREE PLANTING AREA STREET LKXMC Lx;KnNC BACK OF CURB ALL ROAD CROSSINGS TO BE RIGID NMC CONDUITS R/W TO R/W WHERE SIDEWALK OR PATHWAY IS INSTALLED. Title: Standard Plate Library Joint Trench Utility for New Residential Developments City of Monticello Dote: 03-08 Plate No. Revised 7002 - - '03-15 � a mm ON 0i 00. <e Z W < < J = W ~ �cc = W > = J Ov ZjW F ZOCj <- U W obZZw LL <F is:) x mr S<:m C3N 4Z J0 �^ --C zQ<aF J I- w ii5555 LU MW zM W � fZ 0. 0Wa(0 O~ n �Oo Z<� r 1W t2w a U J6 ~zZx W yWZ� <OZ6 I'IKU 0. m Z I D a wo 6i�m i Z. 8 ZZ < g] <i 1<. 3 cD I► _ ir- VI W E pOO TA K Jg�� IL 1, 4io pc0 MG cc v V ` 1/1_� � U W 0-6< 0-6D, ZYiIf � Pa] JW Zhj F� F K/IHaSm 11 0013 C< >1 Sw V13o 2Z> IInxU1(a Standard Plate Library City of Monticello EL CONCRETE WALK CURB A GUTTER II II II �� II II II II II II II r 11 b � W so� II W so,, _ ZOZ II WW C d< II LSD m "� I I ZO 0C `yam J I La ��Ear r Q yyyyXW ZV 1I VI W IJ E tCP I r � UZ4 �• i i Q a OW 2 LL N�I� WW 0 SO �� A Z `'erg g Z E`l. LK U1 10-1 o U m i a r z V) 19 z3 ii z O - 2_ R si i Q o la ze IFER �11 1 Fx Wyo 87x i o H 8a x Uj 6 S a wW W �3pC II J y Y W7 O� W Z _i3 II i-tW WL �41 � I I ri ri Y II `I �i I i I 11 0 II II II O � lA c C A CALL TO GOPHER STATE ONE (454-0002) IS REQUIRED A MINIMUM OF 48 HOURS PRIOR TO PERFORMING ANY EXCAVATION, Title: Residential Building Erosion Control Date: 03-05 Pot. Na Revised:03-15 I 6006 STEEL FENCE POST BUIRIED 8' BELOW FINISHED GRADE (TYPICAL) 2 OPTIC U-CHANNEL POST — R/W �1 NOW METALLIC CONOUR STEEL FENCE POST BUIRIED n 6' BELOW FINISHED GRADE (TYPICAL) C O N X I N O FUTURE CITY FIBER OPTIC CONDUIT SHALL BE LOCATED ON WESTSIDE OR SOUTHSIDE OF CROSSING LOCATION CONTRACTOR SHALL INSTALL END CAPS ON FUTURE CITY CONDUIT. CAPS TO BE STAMPED WITH CITY LOGO AND FURNISHED BY THE CITY ABOVE GROUND U-CHANNEL POST SHALL BE PLACE AT TIME OF CONDUIT INSTALLATION BELOW GROUND STEEL FENCE POST MARKER SHALL BE PLACED AT TIME OF CONDUIT INSTALLATION O AT THE END OF THE FUTURE CITY FIBER OPTIC CONDUIT AND SHALL REMAIN IN PLACE AFTER CONDUITS HAVE BEEN ACCESSED nl S IONI 11161NLY REFLECTORIZED S NOTE: CONDUIT CROSSINO MARKER SIGNS SHALL BE FURNISHED AND INSTALLED FOR ALL CONDUIT CROSSINGS U-LYWINELDIPO57 YSSIBa71 I �T B' W-' GAL � MWO AND SHALL BE CONSIDERED NCDDIFAL AND D 4 Aeon[ ol1d Title: Standard Plate Library Conduit Crossing Markers City of Monticello Date: Plate Na. 02-06 Re11te°d' 03-15 7010 S 3.3' 0.7 STARES PER SO. YO. 41 SLOPES T 3.3' 1.15 STAPLES PER 50. YID 31 SLOPES 0ll • • T-2o'? 0.75 STAPLES PER SO. YO. HIGH FLOW CHANNEL A SHORELINE 1. PNPAID SOL S NUPMM MAN M OMUDNG ANr NECESSARY APPUCAnM OF LAE FVMIffR "SEED. 2. BEGIN AT TE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A r (15") DEEP X r (15M) WIDE TRENCH WTI APPROI71SLTRY 12- (Sean) OF BLANKET EXTENDED BEYOND THE LIP -SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WIMA IOW OP WARES/STAKES APPROXIMATELY tr (30-) APART INTHE BOTTOM OF TE TMMK BACKFILL AND ODYMCT THE TRENCH AFTER STARING APPLY SEED TO COMPACTED SOL AND FOLD REMAINING Hr OO-) PORTION OF RMSET SACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLESISTAIES!AIDED APPROXIMATELY I T (30M) APART ACROSS THE WIDTH OF THE BLANKET. 7. ROLL TIE BLANKETS(A) DOWN OR (8.)110R120NTALLrACROSS THE 9lOPE. BLANKETS WILL UNROIl WITH APPROPRIATE SIDE AGAINST THE SOL SDIV ACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOL SURFACE BY PLACING STAPLESSTAKES N APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GLIDE. WHEN LASING OPTIONAL DOT SYSTEM , STARES'STANES SHOULD BE RACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPNII� STAPLE PATTERN. 4. THE EDGES OF PARALLEL BLANKETS MUST BE STARED WITH APPROXIMATELY T-r (5-125a") MEiLAP DEPENDING ON BLANKET TYPE TO ENSURE PROPER SEAM ALIGNMENT. RACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WTI THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET 5. CONSECUTIVE NANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE T (71-) IDAR AP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 17- (70uP) APART ACROSS ENTIRE BLANKET WITH NOTE -IN LOOSE SOIL COND17DN9, THE USE OF STARE OR STAKE LENGTHS GREATER THAN r (15a") MAYBE NECESSARY TO PROPERLY SECURE THE BLANKETS. Title: Erosion Control Blanket Standard Plate Library Stapling Patterns & Installation City of Monticello Date: 03-08 Plate No. �. - Revised:6011 03-15 REV. NO. DATE BY DESCRIPTION DESIGNED DRA INN I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION www.ottoassociates.com MEADOWBROOKC.S.O. PHASE ONE PROJECT NO: T.J.B. AND THAT AM A DULY PROFESSIONAL ENGINEER - I LICENSED 9 West Division Street DETAILS 24-0314 UNDER THE LAWS OF THE STATE OF INNESOTA. CHECKED rj&� Buffalo, 82 N 55 �� Buffalo, MN 55313 JPB LAND, LLC27 c.s.o. Caro M. Schwohn Otto 3-28-25 Fax: 763 682-3522 ssoc►veyo r MONTICELLO MN DATE: SHEET NO. 28 OF 29 SHEETS 3-28-25 DATE: LICENSE # 40433 Engineers &Land Surveyors, Inc. S a /F&ARE FLL BACK OF CURB FLOW LINE O 0" 0" lO FRONT OF GUTTER a A PERPENDICULAR A�j W / I NON -WALKABLE OR �Q NON -WALKABLE OR WALKABLE SURFACE O J O WALKABLE SURFACE FLARE FLARE O O 0" 0" ® (D A TIERED PERPENDICULAR j j I j O 0" 0" 0 $ C PARALLEL 3 CURB OR VAR. 4'0" MIN. CURB AND GUT T f RAMP - - - REQUIRED LANDING =I . 1/4" R. ♦ a ♦. � 9 f r' y. � 0.02 FT./FT. MAX. 6" > 0.05 FT./FT. AND CONCRETE 5 0.083 FT./FT PREFERRED o WALK SECTION A -A PERPENDICULAR/TIERED/DIAGONAL CURB OR O CURB AND GUTTER VAR. 4'0" MIN. 1 RAMP - - REQUIRED LANDING _I W 1/4• R. e 1r- f / f Lai• _J n f W ♦:..y,•: •;:+.. } �' a0.02 FT./FT. MAX 2 .b • 6� CONCRETE > 0.02 FT./FT. AND S WALK 5 0.05 FT./FT PREFERRED Q_ TL IN STRAIGHT FORMT - e lKrn (f SECTION B-B 4'0"MIN. i FAN 1/4' R. REQUIRED LANDING REVISION: CURB OR IIt6" CURB AND GUTTER CONCRETE 0.02 FT./FT. MAX. APPR VED:JANUARY 23.2017 WALK ��,! SECTION C-C OPEUTIO.$ E• W, PARALLEL/DEPRESSED CORNER LANDING WALKABLE WALKABLE FLARE FLARE RAMP WALKABLE WALKABLE SURFACE 8_10z III ! 8-10% SURFACE OFLARE E I�+� FLAET RE N �_�_/ 2 ZT 2 PAVED FLARES 8 ADJACENT TO WALKABLE SURFACE o LANDING Q. NON -WALKABLE RAMP \ NON -WALKABLE SURFACE SURFACE 1:6 1:6♦ CONCRETE CONCRETE FLARE m FLARE 1'MINIMUM I PAVED FLARES ADJACENT TO NON -WALKABLE SURFACE LANDING RAMP SS NON -WALKABLE / NON -WALKABLE SURFACE / SURFACE GRADED m GRADED �ry5 / FLARE FLARE � GRADED FLARES LANDING a CURB DESIGN V CURB DESIGN V 0 vl SEE PEDESTRIAN � V SEE PEDESTRIAN APPROACH NOSE RAMPAPPROACH NOSE DETAIL DETAIL NON -WALKABLE ON -WALKABLE ~o SURFACE SURFACE It 1-o y W 41 RETURNED CURB 05 Q TYPICAL SIDE TREATMENT OPTIONS 04 11 REVISION, APPR VED• JANUARY 23, 2017 . VOCER REV. NO. DATE BY © �'/ W W J J _ `<z z� F zo 1 2X MAX. WALK / S 8%-10% FLARE O 0" NON -WALKABLE OR WALKABLE DIAGONAL SURFACE 2X MAX. 0 SHALL ONLY BE USED AFTER ALL FAN Qo P OTHER CURB RAMP TYPES HAVE BEEN EVALUATED AND DEEMED IMPRACTICAL 8X-IOX FLARE NOTES: LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE (PAR)CHANGES DIRECTION, AT THE TOP OF RAMPS THAT HAVE RUNNING SLOPES GREATER THAN 5.0%. AND IF THE APPROACHING WALK IS INVERSE GRADE GREATER THAN 2%. INITIAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN 15'FROM THE BACK OF CURB, WITH 6' FROM THE BACK OF CURB BEING THE PREFERRED DISTANCE, ONLY APPLICABLE WHEN THE INITIAL RAMP RUNNING SLOPE IS OVER 5.0%. SECONDARY CURB RAMP LANDINGS ARE REQUIRED FOR EVERY 30" OF VERTICAL RISE WHEN THE LONGITUDINAL RUNNING SLOPE IS GREATER THAN 5.0%. CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS WITHIN THE PAR.1/4" DEEP t�1 VISUAL JOINTS SHALL BE USED AT THE TOPS OF CONCRETE FLARES ADJACENT TO WALKABLE SURFACES. QF ALL GRADE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL. THUS BOTH SIDES OF A SLOPED WALKING SURFACE MUST BE EQUAL LENGTH. (EXCEPT AS STATED IN © BELOW. 1+I TO ENSURE INITIAL RAMPS AND INITIAL LANDINGS ARE PROPERLY CONSTRUCTED, LANDINGS SHALL BE CAST SEPARATELY. FOLLOW SIDEWALK REINFORCEMENT DETAILS ON SHEET 6 AND THE ADA SPECIAL PROVISIONS - PROSECUTION OF WORK (ADA). { 2 3" MODIFIED FAN TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE. 4 ` USED WHEN RIGHT-OF-WAY WHEN THE BOULEVARD IS 4' WIDE OR LESS. THE TOP OF CURB TAPER SHALL MATCH THE RAMP F 0" IS CONSTRAINED SLOPES TO REDUCE NEGATIVE BOULEVARD SLOPES FROM THE TOP BACK OF CURB TO THE PAR. 8 ALL RAMP TYPES SHOULD HAVE A MINIMUM 3'LONG RAMP LENGTH. 4'MINIMUM WIDTH OF DETECTABLE WARNING IS REQUIRED FOR ALL RAMPS.DETECTABLE WARNINGS SHALL CONTINUOUSLY EXTEND FOR A MTN.OF 24" IN THE PATH OF TRAVEL. DETECTABLE WARNING TO COVER ENTIRE WIDTH OF SHARED -USE PATHS AND THE ENTIRE PAR WIDTH OF THE WALK. DETECTABLE WARNING SHOULD BE 6" LESS THAN THE PAR/TRAIL WIDTH. ARC LENGTH OF RADIAL DETECTABLE WARNINGS SHOULD NOT BE GREATER THAN 20 FEET. RECTANGULAR DETECTABLE WARNINGS SHALL BE SETBACK 3" FROM THE BACK OF CURB. RADIAL DETECTABLE WARNINGS SHALL BE SETBACK 3" MINIMUM TO 6" MAXIMUM FROM THE BACK OF CURB. 10 j lMATCH FULL HEIGHT CURB. W 2 4'MINIMUM DEPTH LANDING REQUIRED ACROSS TOP OF RAMP. 4g3 3" HIGH CURB WHEN USING A 3'LONG RAMP. 4" HIGH CURB WHEN USING A 4' LONG RAMP. SEE SHEET 4 OF 6. TYPICAL SIDE TREATMENT OPTIONS, FOR DETAILS ON FLARES AND RETURNED CURBS. WHEN INITIAL LANDING IS AT FULL CURB HEIGHT. T O DETECTABLE WARNINGS MAY BE PART OF THE 4'X 4' MIN, LANDING AREA IF IT IS NOT FEASIBLE TO CONSTRUCT THE LANDING OUTSIDE OF THE DETECTABLE WARNING AREA. © THE GRADE BREAK SHALL BE PERPENDICULAR TO THE BACK OF WALK. THIS WILL ENSURE \ S THAT THE GRADE BREAK IS PERPENDICULAR TO THE DIRECTION OF TRAVEL. (TYPICAL FOR ALL) Q7 WHEN ADJACENT TO GRASS. GRADING SHALL ALWAYS BE USED WHEN FEASIBLE.V CURB. IF USED, SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. WHEN ADJACENT TO PARKING LOTS, CONCRETE OR BITUMINOUS TAPERS SHOULD BE USED OVER V CURB TO REDUCE TRIPPING HAZARDS AND FACILITATE SNOW 6 ICE REMOVAL. 88 A 7'MIN TOP RADIUS GRADE BREAK REQUIRED TO BE CONSTRUCTIBLE. 9 PAVE FULL WALK WIDTH. O" 0 S" SLOPES ON FANS SHALL ONLY BE USED WHEN ALL OTHER FEASIBLE OPTIONS HAVE BEEN © EVALUATED AND DEEMED IMPRACTICAL. 5 LEGEND THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. F T L I SITE CONDITIONS WARRANT. LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED. 5 INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN AND AND THE CROSS SLOPE SHALL NOT EXCEED 2.0%. T INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER Oil THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN V AND CROSS SLOPE SHALL NOT EXCEED 2.0%. ®LANDING AREA - 4'X 4'MIN.IS' X 5'MIN. PREFERRED) DIMENSIONS AND MAX 2.0% SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS. DEPRESSED CORNER X" CURB HEIGHT M � STANDARD PLAN 5-297.250 I 1 OF 6 PEDESTRIAN CURB RAMP DETAILS /� APPROVED 1-23-2017 MINN@SOTA /I �y KEVISED: DEPARTMENT v�� - TRANSPORTATION STATE DES( ENGINEER I STATE PROJ. NO. (T.H. ) SHEET NO. OF SHEETS MATCH INPLACE / 3" MINIMUM CURB HEIGHT, 4" PREFERRED (MEASURED AT FRONT FACE OF CURB) FOR A MIN. 6" LENGTH (MEASURED ALONG rLOW LINE) DETECTABLE EDGE WITH Qe CURB AND GUTTER EDGE OF ROAD T lam' 6 EDGE OF ROAD PLACE DETECTABLE FACE OF CURB/PROJECTED WARNINGS ENTIRE FACE OF CURB WALK/PATH WIDTH DETECTABLE WARNINGS I I I -:•.o:�`y ::_,o:", ll 12 NEAREST RAIL I 4' 8.5" CROSSING •�"O •. SURFACE I 11 IL'. .•.4 ��•��:'�! '... a 11 I PEDESTRIAN GATE ARM Q t I I 1tJ GATEROAD ARM O DETECTABLE I I I I I 4.5' 4.25' WARNINGS I r--- - 8.75' _- I RA .LROAD CROSSING PLAN VIEW 7 NOTES: SEE STANDARD PLATE 7038 AND THIS SHEET FOR ADDITIONAL DETAILS ON DETECTABLE WARNING. RADIAL DETECTABLE WARNING RECTANGULAR DETECTABLE WARNING A WALKABLE SURFACE IS DEFINED AS A PAVED SURFACE ADJACENT TO A CURB RAMP WITHOUT RAISED OBSTACLES THAT COULD MISTAKENLY BE TRAVERSED BY A USER WHO IS VISUALLY IMPAIRED. DETECTABLE EDGE WITHOUT CURB AND GUTTER CONCRETE FLARE LENGTHS ADJACENT TO NON -WALKABLE SURFACES SHOULD BE LESS THAN B'LONG 6. VAR 4' TURF OR T MEASURED ALONG THE RAMPS FROM THE BACK OF CURB. Q1 0" CURB HEIGHT. t�2 FULL CURB HEIGHT. Q 2' FOR 4" HIGH CURB AND 3' FOR 6" HIGH CURB. Q4 SIDE TREATMENTS ARE APPLICABLE TO ALL RAMP TYPES AND SHOULD BE IMPLEMENTED AS NEEDED AS FIELD CONDITIONS DICTATE.THE ENGINEER SHALL DETERMINE THE RAMP SIDE TREATMENTS BASED ON MAINTENANCE OF BOTH ROADWAY AND SIDEWALK. ADJACENT PROPERTY CONSIDERATIONS. AND MITIGATING CONSTRUCTION IMPACTS. QS TYPICALLY USED FOR MEDIANS AND ISLANDS. © WHEN NO CONCRETE FLARES ARE PROPOSED, THE CONCRETE WALK SHALL BE FORMED AND CONSTRUCTED PERPENDICULAR TO THE EDGE OF ROADWAY. MAINTAIN 3" MAX.BETWEEN EDGE OF DOMES AND EDGE OF CONCRETE. 0 IF NO CURB AND GUTTER IS PLACED IN RURAL SECTIONS, DETECTABLE WARNINGS SHALL BE PLACED 1' FROM THE EDGE OF BITUMINOUS ROADWAY AND/OR BITUMINOUS SHARED -USE PATH TO PROVIDE VISUAL CONTRAST. O ALL CONSTRUCTED CURBS MUST HAVE A CONTINUOUS DETECTABLE EDGE FOR THE VISUALLY IMPAIRED. THIS DETECTABLE EDGE REQUIRES DETECTABLE WARNINGS WHEREVER THERE IS ZERO -INCH HIGH CURB.CURB TAPERS ARE CONSIDERED A DETECTABLE EDGE WHEN THE TAPER STARTS WITHIN 3" OF THE EDGE OF THE DETECTABLE WARNINGS AND UNIFORMLY RISES TO A 3-INCH MINIMUM CURB HE I .ANY CURB NOT PART OF A CURB TAPER AND LESS THAN 3 INCHES IN HEIGHT IS NOT CONSIDERED A DETECTABLE EDGE AND THEREFORE IS NOT COMPLIANT WITH ACCESSIBILITY STANDARDS. 9 DRILL AND GROUT 1 - NO.4 12" LONG REINFORCEMENT BAR (EPDXY COATED)WITH 3" MIN. COVER. CONCRE E TOP OF GUTTER CURB REINFORCEMENT BARS ARE NOT NEEDED IF THE APPROACH NOSE IS POURED INTEGRAL WITH THE V CURB. ��•. DESIGN Vor O DRILL AND GROUT 2 - NO.4 12" LONG REINFORCEMENT BARS (EPDXY COATED)WITH 3" MIN. COVER. REINFORCEMENT ,.;�; •I 7' 1B B BARS ARE NOT NEEDED IF THE APPROACH NOSE IS POURED INTEGRAL WITH THE CURB AND GUTTER. I . 11 SIDE TREATMENT EXAMPLES SHOWN ARE WHEN THE INITIAL LANDING IS APPROXIMATELY LEVEL WITH THE FULL A HEIGHT CURB (I.E.6'LONG RAMP FOR 6" HIGH CURB). WHEN THE INITIAL LANDING IS MORE THAN 1" BELOW SECTION A -A - FULL HEIGHT CURB REFER TO SHEETS 16 2 TO MODIFY THE CURB HEIGHT TAPERS AND MAINTAIN POSITIVE CURB 6 Q2 BOULEVARD DRAINAGE. r GUTTER / ®NEAREST EDGE OF DETECTABLE WARNING SURFACES SHALL BE PLACED 12-MINIMUM TO 15-MAXIMUM FROM THE / 2' NEAREST RAIL. FOR SKEWED RAILWAYS IN NO INSTANCE SHALL THE DETECTABLE WARNING BE CLOSER THAN 12' TURF OR �� O MEASURED PERPENDICULAR TO THE NEAREST RAIL. CONCRETE TOP OF SIDEWALK - I -� I (aWHEN PEDESTRIAN GATES ARE PROVIDED, DETECTABLE WARNING SURFACES SHALL - - - I L � I_ BE PLACED ON THE SIDE OF THE GATES OPPOSITE THE RAIL. 2'FROM THE h O h/2 0 1 Q A APPROACHING SIDE OF THE GATE ARM. THIS CRITERIA GOVERNS OVER NOTE 6" 14 CROSSING SURFACE SHALL EXTEND 2' MINIMUM PAST THE OUTSIDE EDGE OF WALK OR SHARED -USE PATH. SPLTT S. CAN BE REDUCED TO 2' O RGHT ISLAND. 9 3" T ® © SIDEWALK DTON BEAPLDACEDI8.75'5' MIN. FROM NOTHEE EEFACE OF CURB PROJECTEDNFACCEEEOFI CURB. THIS S SECTION B-B ENSURES MM CLEARANCE BETWEEN THE SIDEWALK AND GATE ARM COUNTERWEIGHT SUPPORTS. PEDESTRIAN APPROACH � STANDARD PLAN 5-297.250 1 4 OF 6 PEDESTRIAN CURB RAMP DETAILS � NOSE DETAIL APPROVED 1-23-2017 FOR RL"'PNEDLATM C'i3 MIN N@SOYA REVISED SI__ 'RLAT�Lh'I DEPARTMENT TRANSPORTATION STATE OE N ENGINEER I STATE PROJ. NO. (T.H. ) SHEET NO. OF SHEETS DESCRIPTION DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION C.S.O. T.J.B. AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE O�NESOTA. CHECKED C.S.O. Coro M. Schwohn Otto DATE: 3-28-25 LICENSE # 40433 --\ SSOCIATES Engineers & Land Surveyors, Inc. WALKABLE SURFACE F z O 2' MAX LU Ln> W 0" o � S k NON -WALKABLE OB SURFACE 0 J C a qf'` O O3 1 J• 0 2 BACK OF CURB 40 0" 5' X (DFLOW LINE 0 FRONT OF GUTTER COMBINED DIRECTIONAL O X NON -WALKABLE SURFACE - / S O 1./..1. ......... ... 011 01 NOTES: LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE (PAR)CHANGES DIRECTION,AT THE TOP OF RAMPS THAT HAVE RUNNING SLOPES GREATER THAN S.OX, AND IF THE APPROACHING WALK IS INVERSE GRADE. INITIAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN 15'FROM THE BACK OF CURB, WITH 6' FROM THE BACK OF CURB BEING THE PREFERRED DISTANCE, ONLY APPLICABLE WHEN THE INITIAL RAMP RUNNING SLOPE IS OVER 5.07- SECONDARY CURB RAMP LANDINGS ARE REQUIRED FOR EVERY 30" OF VERTICAL RISE RAMP WHEN THE LONGITUDINAL SLOPE IS GREATER THAN 5.0%. CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS WITHIN THE PAR.1/4" DEEP VISUAL JOINTS SHALL BE USED AT THE TOP GRADE BREAK OF CONCRETE FLARES ADJACENT TO WALKABLE SURFACES. ALL GRADE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL. 8% TO 10% SLOPE THUS BOTH SIDES OF A SLOPED WALKING SURFACE MUST BE EQUAL LENGTH. TO ENSURE INITIAL RAMPS AND INITIAL LANDINGS ARE PRDPERLY CONSTRUCTED, LANDINGS SHALL BE CAST SEPARATELY. FOLLOW SIDEWALK REINFORCEMENT DETAILS ON SHEET 6 AND THE ADA SPECIAL PROVISION (PROSECUTION OF WORK). DIRECTIONAL RAMP WALKABLE FLARE 1 GRADE 1Q O RAMP � BREAK f/ MAX.2,0% SLOPE �IN ALL DIRECTIONS 0' :1 IF NON -CONCRETE BLVD.IS CONSTRUCTED AND I5 LESS THAN 2' IN WIDTH AT TOP OF CURB TRANSITION,PAVE CONCRETE RAMP WIDTH TO ADJACENT BACK OF CURB. STANDARD ONE-WAY DIRECTIONAL O9 0. - O . RAMP DETECTABLE WARNING PLACEMENT WHEN SETBACK CRITERIA IS EXCEEDED ONE-WAY DIRECTIONAL WITH DETECTABLE WARNING AT BACK OF CURB 1.0% MIN. 2.0% MAX VAR. R RAMP A� - -•o a,• f.V� . f f: NON -WALKABLE OR •••�y':..;:►..:•E.�'+•^•' WALKABLE SURFACE ;A•�'•�;� •'7'� �' "�' Go CONCRETE WALK 0" BACK OF CURB • FLOW LINE 2.OY.-3.OX O GUTTER SLOPE D SECTION D-D .FRONT OF GUTTER REVISION: CURB FOR DIRECTIONAL RAMPS O APPR VED, JANUARY 2`3_2017 www.ottoassociates.com 9 West Division Street Buffalo, MN 55313 (763)682-4727 Fax: (763)682-3522 TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE. WHEN THE BOULEVARD IS 4-WIDE OR LESS.THE TOP OF CURB TAPER SHALL MATCH THE RAMP SLOPES TO REDUCE NEGATIVE BOULEVARD SLOPES FROM THE TOP BACK OF CURB TO THE PAR. ALL RAMP TYPES SHOULD HAVE A MINIMUM 3'LONG RAMP LENGTH. 4'MINIMUM WIDTH OF DETECTABLE WARNING IS REOUIRED FOR ALL RAMPS. DETECTABLE WARNINGS SHALL CONTINUOUSLY EXTEND FOR A MIN.OF 24" IN THE PATH OF TRAVEL. DETECTABLE WARNING TO COVER ENTIRE WIDTH OF SHARED -USE PATH AND THE ENTIRE PAR WIDTH OF THE WALK. DETECTABLE WARNING SHOULD BE 6" LESS THAN THE PAR/PATH WIDTH. ARC LENGTH OF RADIAL DETECTABLE WARNINGS SHOULD NOT BE GREATER THAN 20 FEET. RADIAL DETECTA�E WARNINGS SHALL BE SETBACK 3" MINIMUM TO 6" MAXIMUM FROM THE BACK OF CURB. SEE NOTES ®®8 FOR INFORMATION REGARDING RECTANGULAR DETECTABLE WARNING PLACEMENT. 0 MATCH FULL CURB HEIGHT. Q2 3" HIGH CURB WHEN USING A 3'LONG RAMP 4" HIGH CURB WHEN USING A 4'LONG RAMP. 0 3" MINIMUM CURB HEIGHT (5.5' MIN. DISTANCE REQUIRED BETWEEN DOMES) 4" PREFERRED (7' MIN. DISTANCE REQUIRED BETWEEN DOMES). O4 THE "BUMP" IN BETWEEN THE RAMPS SHOULD NOT BE IN THE PATH OF TRAVEL FOR COMBINED DIRECTIONAL RAMPS. IF THIS OCCURS MODIFY THE RAMP LOCATION OR SWITCH RAMP TO A FAN/DEPRESSED CORNER. GRADE Q5 WHEN USING CONCRETE PAVED FLARES ON THE OUTSIDE OF DIRECTIONAL RAMPS, AND ADJACENT TO A BREAK WALKABLE SURFACE. DIRECTIONAL RAMP FLARES SHOULD BE USED. SEE THE DETAIL ON THIS SHEET. MAX. 2.0% SLOPE © GRADING SHALL ALWAYS BE USED WHEN FEASIBLE.V CURB. IF USED. SHALL BE PLACED OUTSIDE THE SIDEWALK IN ALL DIRECTIONS LIMITS WHEN RIGHT OF WAY ALLOWS. WHEN ADJACENT TO PARKING LOTS, CONCRETE OR BITUMINOUS TAPERS SHOULD BE USED OVER V CURB TO REDUCE TRIPPING HAZARDS AND FACILITATE SNOW 6 ICE REMOVAL. Q7 MAX.2.07. SLOPE IN ALL DIRECTIONS IN FRONT OF GRADE BREAK AND DRAIN TO FLOW LINE. SHALL BE CONSTRUCTED INTEGRAL WITH CURB AND GUTTER. Q 87. TO 10% WALKABLE FLARE. t�9 PLACE DOMES AT THE BACK OF CURB WHEN ALLOWABLE SETBACK CRITERIA IS EXCEEDED. ® FRONT EDGE OF DETECTABLE WARNING SHALL BE SET BACK 2' MAXIMUM WHEN ADJACENT TO WALKABLE SURFACE. AND 5' MAXIMUM WHEN ADJACENT TO NON -WALKABLE SURFACE WITH ONE CORNER SET 3" FROM 0" BACK OF CURB.A WALKABLE SURFACE IS DEFINED AS A PAVED SURFACE ADJACENT TO A CURB RAMP 1Q WITHOUT RAISED OBSTACLES THAT COULD MISTAKENLY BE TRAVERSED BY A USER WHO IS VISUALLY IMPAIRED. 11 RECTANGULAR DETECTABLE WARNINGS MAY BE SETBACK UP TO 9" FROM THE BACK OF CURB WITH CORNERS SET 3" FROM BACK OF CURB. IF 9" SETBACK IS EXCEEDED USE RADIAL DETECTABLE WARNINGS. 12 FOR DIRECTIONAL RAMPS WITH THE DETECTABLE WARNINGS PLACED AT THE BACK OF CURB. THE DETECTABLE WARNINGS SHALL COVER THE ENTIRE WIDTH OF THE WALK/PATH THIS ENSURES A DETECTABLE EDGE AND HELPS ELIMINATE THE CURB TAPER OBSTRUCTING THE PATH OF PEDESTRIAN TRAVEL. © THE CONCRETE WALK SHALL BE FORMED AND CONSTRUCTED PERPENDICULAR TO THE BACK OF CURB. MAINTAIN 3" BETWEEN EDGE OF DOMES AND EDGE OF CONCRETE. ® TO BE USED FOR ALL DIRECTIONAL RAMPS, EXCEPT WHERE DOMES ARE PLACED ALONG THE BACK OF CURB. 6" CONCRETE WALK 3" MINIMUM CLASS 5 AGGREGATE BASE a .f a..- .o .4 A, u f• TYPICAL SIDEWALK SECTION WITHIN INTERSECTION CORNER LEGEND THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE CONDITIONS WARRANT. LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED. (5� INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN r75.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN AND THE CROSS SLOPE SHALL NOT EXCEED 2.0%. (F� INDICATES PEDESTRIAN RAMP - SLOPE SMALL BE GREATER TT THAN 2.0% AND LESS THAN 5.07 IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. ®LANDING AREA - 4' X 4' MIN. (5' X 5' MIN. PREFERRED) DIMENSIONS AND MAX 2.07 SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS. X" CURB HEIGHT r"1% STANDARD PLAN 5-297.250 I 2 OF 6 APPROVED. 1 -23 -2017 MRNN@SOTA I ofil,( REVISED DEPARTMENTor TRANSPORTATION STATE DES ENGINEER I STATE P R O J. NO. IRRIGATION SERVICE STEEL POST. 1 " BALL VAL VE STOP 6" PAINTED-., ",-(18" ABOVE " j BLUE i GRADE) 2 CURB STOP & BOX_ -� 2" BALL VAL VE 10' BEHIND :-(18" ABOVE CURB / GRADE) FINISHED GRADE _ Q)I 1 " PE PIPE ..._2" PE ..._2" CORP. STOP f..._..._... ��. _..._...��...3 ...; PIPE I 2'x1 „ TEE �. 8' 8"2-'2" PE PIPE \ -2" ELBOW �. CONCRETE -8" MAIN BLOCK MEADOWBROOK - PHASE ONE JPB LAND, LLC MONTICELLO, MN PEDESTRIAN CURB RAMP DETAILS (T.H. ) SHEET NO. OF SHEETS DETAILS PROJECT NO: 24-0314 SHEET NO. 29 OF 29 SHEETS DATE: 3-28-25 t -- _ -- - - - - - S I ::> T54+0 , T� 55 00_ _56+00 5700 -- _ ` �\ I Plav / \ III ()1*++ (-+++ + *I +I "'/0 /1 2-345.*"! + !6' + 'I I + I * II" '17 #%#&2+ 5!8!(! + "' 1.9 #%3/ ' + 1+ 6$%:+ "+ L * 8. I ! + + #0/ ' ##$: + :+ 1#:+'.* !62$5! #%<%++ !+!.*8!( !6"" ##%<%+++ ! !+ "#$%&$#"o*$$##$$# L 0 Z 7 25 85th Street NE 87th Street NE w z a� a� a c 0 c 0 E w School Boulevard Project Location L7 Haven Ridge Second Addition Development Haven Ridge Development Project Location FS R F Meadowbrook Residential Development Traffic Study 02418533 Monticello, MN November 2024 Figure 1 „,/\!*++ 7....! +7 4 4- 0% 51 0% 51 0% 51 0% 9"0#%#&” , 4.1 +a, 4.1 +a, 0 25 w z a� c a� a' c 0 c 0 E w 87th Street NE 0 85th Street NE k 1 12 o g (7) i 19 (21) SSth Street NE (8) 12 (37) 43 {► (4) 9 i N 0) 0)rn Project Location Haven Ridge Development 'Z . do. Existing Conditions S'R F Meadowbrook Residential Development Traffic Study 02418533 Monticello, MN November 2024 School Boulevard Haven Ridge Second Addition Development LEGEND XX A.M. Peak Hour Volume (XX) P.M. Peak Hour Volume 0 Side -Street Stop Control Figure 2 „,()!*++ + ++ +!+ !29 5' +9 9 —.*9 19 99)” 3 8 2 23 !2*&/!2 23 !2*/!2 23 !2*"/!2 /5;<// / 6 7 %0 70 %" TV" 7""%* 7* //5; / '6 + 23 393 " 393 " 393 +#/0$& ' 6 7 %" 7"%0" 70"%" TV 7" 23 S93 Z93 3D3 "'()I*++ 4*5156 62 %%("$ m + AT ! 81(! fill *1' " #%3/ ##$:+:+ 1 #: CC '+'2#5' ++2)*51+ + " I I I I I I �� , � I I I I I I I � �1 � ' •/ �� I trl / �OMQV - - � — SOF AVENUE AIE _ e] ® ' WiLOIO "T-�---'-� J. - - - I n I � p � ' it � o s . m p � ( I Z , ❑ � O p v p v p YL • Y /, / i T ,// /, v v I off❑EE a � 1 � y p '�/ /, I S'R F 02418533 November 2024 @lTMJPB LAND, LLC `�° .,.,,■ MONTICELLO. MN �c=ux— i..nr Ir.0 Ar..xAuv�.rer. Site Plan Meadowbrook Residential Development Traffic Study City of Monticello [atm Mere. lui0p Seleed L,v s«rH' - e• ao• Aw) PAPCCI CCWCCP7 OA I. -A5 ft51 CONQxO50NAK w FOk -I19K 4 AC III S' a 57' SWi FAAft (A0160 PAD} A7 LoIS IurS 61' SAYQOI.0 :aWLOL r (50:60' PAD) a075 IOLEAALt NfT QFN°Ir ]JA 4II IAC LD2 /PFIS / 34 a6 AC NCI OCKLWA&E AREA ITOWCPFN VAC'C- -1— OVROI A -346 AC OVROr B OVRor C -.6a AC - Q AC CVROr 0 -S SO K CONCEPT PLAN 24-0314 I SHEET NO. 1 OF 1 SHEETS F 11-15-24 Figure 3 „,()!*++ +! +' *1*11&'! 7 )M %'3/ = +0,., %'8/ +0, 6333..3&&.. tiff !"6! ++ +' ” 8!(5++" !9 '.... 6. 8 *5156 )#+# 23 !2*&/!2 23 !2*/!2 23 !2*"/!2 /5;<// / I + 23 23 8> & 0$ r &8> & $" << 0* !6 3>>&.*' ' ! 2.. 6 "0$ 0* & "# will# + 23 23 393 3D3 393 $ 393 $ 393 3D3 55 85th Street NE 87th Street NE 5% k, CD To/From East/Northeast School Boulevard a T C 7 O U Haven Ridge Development Directional Distribution FS R F Meadowbrook Residential Development Traffic Study 02418533 Monticello, MN November 2024 87th Street NE Haven Ridge Second Addition Development Figure 4 no Z 25 s \ o'0�a' 40 (30) o l w +0 (5) 5 (5) 89th Street NE 0 (35) 60 (0) 0 (5) 5 v 0 0 � O o O> \ M c OMo0 25(20) l� w +0 () 10 (55) 87th Street NE (30) 30 �� (0) 0 c o ,n (5) 5 0 0 0 0 85th Street NE Go a N_ n o o n n e w 70 (50) + 40 (50) 30 (30) 85th Street NE (15) 15 (50) 55 + (10) 15 � co 87th Street NE W z a� c a� a c 0 c 0 E W o a000 ElC 000000 oo a' ❑ -- -��0, o 000IIII o o ❑ �LI❑ 0 EIME .. Haven Ridge Development Year 2030 Build Conditions S'R F Meadowbrook Residential Development Traffic Study 02418533 Monticello, MN November 2024 School Boulevard Haven Ridge Second Addition Development LEGEND XX A.M. Peak Hour Volume (XX) P.M. Peak Hour Volume Q Side -Street Stop Control Figure 5 III ()!*++ ! + !.8'! ! ! :2&>:5 III ++! .* ++"2#5! !+!+ 4 0 .) * + @ ! 2 +! + . * +#%#0 6++I +':I ' • " + ' '•' +• I 2.. 5+! 6:+ 1 /> .*6 + I' I 0 .)* +6" /0 /1 1 +• +111111 2-$5.A! +1++6 1 =+ "+' '""++ + 8*9. 6" (2((5. 9$$ 6 ' +16• 6/> 0%' 6 =+ ! /1 L 16 " ""+12>53%! 2..235!62$53# 5 6. 4i 33 Improvement Considerations - Option 2 [S'R F Meadowbrook Residential Development Traffic Study Figure 6 02418533 Monticello, MN November 2024 3< I" + I' ++ '4 ++ "" $ 2B*)5. " ++ „I 6+?': +. 6 ?' : I " I' + !+++2..:'5 ". (-+++ !+ /0 /1 C++ ++;"14 35 "!9 Two *!+ +3/ ' 3%0:+ :+ 1<:+ /0 .16333 ..3&&.. 3>>&. ". ! '+'2#5'6 ++I +"+ +" "# *8!(! + 16„l' #%<%.*+ 8!(' '+33#.. <5 $ %&'& *'6 ? ! #%<% ?6 ” ( 6'2 !'!++ !4 9346:+ +! +I I+ /> .*6 ! +I 9#4(+6" /0 /1 +: + !/1 />0%' *16��� 3%!2"! $3#5 6. #5 I'\ (reserved for recording information DEVELOPMENT CONTRACT (Developer Installed Improvements) MEADOWBROOK (PC#2024-037 & 2025-18) THIS DEVELOPMENT CONTRACT ("Contract") dated , 2025, by and between the CITY OF MONTICELLO, a Minnesota municipal corporation ("City"), and JPB Land, LLC, a Minnesota limited liability company (the "Developer"). 1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a Plat approval for MEADOWBxoox (referred to in this agreement as the "Plat" and the "Development") consisting of 56.45 acres. The land is located in the County of Wright, State of Minnesota, and is legally described on the attached Exhibit "A" ("Property"). A copy of the Plat is attached hereto as Exhibit `B." The Developer is developing the Property as a residential development under the approved Meadowbrook Planned Unit Development zoning standards. 2. CONDITIONS OF PLAT APPROVAL. The City hereby approves the Plat on condition that the Developer enter into this Contract, furnish the security required by it, and record the Plat with the County Recorder or Registrar of Titles within 365 days after the City Council approves the final Plat or the execution of this Contract, whichever occurs later. 1 216525v1 3. RIGHT TO PROCEED. Within the Plat or land to be Platted, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public or private Improvements, or any buildings until all the following conditions have been satisfied: 1) this Contract has been fully executed by both parties and filed with the City Clerk, 2) the necessary security has been received by the City, 3) the Plat has been submitted to the Wright County Recorder's Office/Registrar of Title's Office, and 4) the City has issued a letter that all conditions have been satisfied and that the Developer may proceed. 4. PHASED DEVELOPMENT. A. The Plat is a phase of a multi -phased preliminary Plat. The City may refuse to approve final Plats of subsequent phases if the Developer has breached this Contract and the breach has not been remedied. Development of subsequent phases may not proceed until Development Contracts for such phases are approved by the City. B. 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 without the approval or consent of the Developer or other 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 form any lot owner in the Development. 5. PRELIMINARY PLAT STATUS. The preliminary Plat approval for all phases not final platted shall lapse and be void unless final Platted into lots and blocks, not outlots, within five (5) years after preliminary Plat approval. The preliminary Plat was approved on February 24, 2025. 6. CHANGES IN OFFICIAL CONTROLS. For five (5) 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, 2 216525v1 development density, zoning, planned unit development rights, development moratoria, lot size, lot layout or dedications of the approved Plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent permitted by state law, the City may require compliance with any amendments to the City's Comprehensive Plan and official controls. 7. CONDITION FOR SUBSEQUENT APPROVALS. No final Plat for changes or amendments to this Agreement shall be approved, nor shall construction commence for such additional land uses, until an amendment of the Agreement is processed and approved, subject to the requirements of the Monticello Zoning and Subdivision Ordinances, including the submission of site and building Approved Plans, final grading and drainage Approved Plans, final utility Approved Plans, and final landscaping Approved Plans. 8. DEVELOPMENT APPROVED PLANS. The Plat shall be developed in accordance with the following Approved Plans hereinafter referred to as the "Approved Plans"). The Approved Plans Approved Plans shall not be attached to this Contract. With the exception of Approved Plans A and B, the Approved Plans may be prepared, subject to City approval, after entering the Contract, but before commencement of any work in the Plat. Approved Plans as dated are subject to the City Engineer's comments per letter and plan comments dated April 23, 2025 and as required for field adjustment. If the Approved Plans vary from the written terms of this Contract, the written terms shall control. The Approved Plans are: Plan A — Plat, dated as per Council approval 4/28/25 Plan B - Final Grading, Drainage, and Erosion Control Plan, dated 4/24/25 Plan C - Sanitary Sewer and Watermain Plan, dated 4/24/25 Plan D — Civil Details Plan, dated 4/24/25 3 216525v1 Plan E — Street and Storm Sewer Plan, dated 4/24/25 Plan F — Stormwater Management Plan, dated 4/24/25 Plan G — Utility Plan, dated 4/24/25 Plan H - Street Lighting Plan, dated 4/24/25 Plan I - Landscape and Tree Preservation Approved Plans, dated 4/24/25 Plan J — Sidewalk and Trail Plan, dated 4/24/25 Plan K — Sign Plan, dated 4/24/25 9. IMPROVEMENTS. The Developer shall install and pay for the following (hereinafter referred to as the "Improvements"): A. Sanitary Sewer System — Public Improvements B. Water System — Public Improvements C. Storm Sewer System — Public Improvements D. Streets — Public Improvements E. Concrete Curb and Gutter — Public Improvements F. Street Lights — Public Improvements G. Site Grading, Ponding, and Erosion Control — Public Improvements H. Underground Utilities I. Setting of Iron Monuments — Public Improvements J. Surveying and Staking K. Sidewalks and Trails — Public Improvements L. Retaining Walls M. Mailboxes: All developers must meet with the City of Monticello Street Superintendent and USPS to determine the type of mail boxes installed and the location of all mail boxes. Initial costs of the mail boxes and their installation are 4 216525v1 the responsibility of the Developer. All residential developments (other than standard single family homes) must install locking cluster mail boxes. The Improvements shall be installed in accordance with the City subdivision ordinance; City standard specifications for utilities and street construction; and any other ordinances. The Developer shall submit plans and specifications which have been prepared by a registered professional engineer to the City for approval by the City Engineer. The City may, at the City's discretion and at the Developer's expense, have one or more City inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer, its contractors and subcontractors, shall follow all written instructions received from the City's inspectors subject to Developer's plans and specifications. The Developer or his engineer shall schedule a pre - construction meeting at a mutually agreeable time at the City Council chambers with all parties concerned, including the City staff, to review the program for the construction work. A security guaranteeing submission of "as constructed" Approved Plans shall be provided. Within thirty (30) days after the completion of the Improvements and before the security is released, the Developer shall supply the City with the complete set of reproducible "as constructed" Approved Plans, an electronic file of the "as constructed" Approved Plans in an auto CAD.DWG file or a .DXF file, and two complete sets of blue line "as constructed" Approved Plans, all prepared in accordance with City standards. In accordance with Minnesota Statutes § 505.021, within one (1) year after recording of the Plat of the Subdivision, 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. 10. 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 • Minnesota Department of Health for Watermains • NPDES Permit for Stormwater Connections 5 216525v1 • MPCA for Sanitary Sewer and Hazardous Material Removal and Disposal • DNR for Dewatering • City of Monticello for Building Permits and Right of Way Permits 11. DEWATERING. Due to the variable nature of groundwater levels and stormwater flows, it will be the Developer's and the Developer's contractors and subcontractors responsibility to satisfy themselves with regard to the elevation of groundwater in the area and the level of effort needed to perform dewatering and storm flow routing operations. All dewatering shall be in accordance with all applicable county, state, and federal rules and regulations. DNR regulations regarding appropriations permits shall also be strictly followed. 12. TIME OF PERFORMANCE. The Developer shall substantially complete all required public Improvements by August 30, of the year following the year of recording of the final Plat. The terms "Substantially Complete" and "Substantial Completion" shall mean the installation of the Improvements, with the exception of the final wear course of asphalt on streets and any remaining punch list items. The final wear course on streets shall be installed between August 15th and October 15th of the year following Substantial Completion of the Improvements, but in no event earlier than August 30, 2027, 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 Approved Plans. 13. 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. 6 216525v1 14. EROSION CONTROL AND STORM WATER CONTROL. Prior to initiating site grading, the erosion control plan, Plan B, shall be implemented by the Developer and inspected and approved by the City. The City may impose additional erosion control and storm water requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded within 72 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 areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may 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 the 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. 15. 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. A security guaranteeing submission of "as constructed" Approved Plans shall be provided. Within thirty (30) days after completion of the grading and before the City releases the security or approves individual building permits (except as permitted by this agreement or the Building Official), the Developer shall provide the City with an "as constructed" grading 7 216s2sv1 plan certified by a registered land surveyor or engineer that all ponds, swales, and ditches have been constructed on public easements or land owned by the City. Additionally, the "as constructed" grading plan will include a certification that the grading following construction activities has been undisturbed or has been returned to the state required in the grading plan. The "as constructed" plan shall include field verified elevations of the following: a) cross sections of ponds; b) location and elevations along all swales, wetlands, wetland mitigation areas if any, ditches, locations and dimensions of borrow areas/stockpiles, and installed "conservation area" posts; and c) lot corner elevations, and building pads. The City will withhold issuance of building permits and/or certificate of occupancy until the approved certified grading plan is on file with the City and all erosion control measures are in place as determined by the City Engineer. The Developer certifies to the City that all lots with building footings placed on fill have been monitored and constructed to meet or exceed applicable specifications. 16. 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 parry and schedule for erosion control, street cleaning, and street sweeping. In the event of the failure of Developer to clean up dirt or debris within one (1) calendar day of discovery or, if applicable, within a shorter time to avoid a safety hazard to users of public streets, then 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 8 216s2sv1 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. 17. 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, with the exception of the private streets and storm sewer within the townhome portion of the development 18. CITY PLANNING, LEGAL AND ADMINISTRATION. A. The Developer shall submit an escrow deposit for fees for City staff administration and City planning -related expenses associated with processing of the Plat and associated administration. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be one percent (1.0%) of the estimated construction cost of the City staff administration and planning -related expenses, assuming normal construction and project scheduling. Developer will provide a $18,991.29 escrow, which is separate and in addition to any other escrow funds for this Development. This amount is subject to reconciliation based on actual costs at the completion of the project. B. The Developer shall submit an escrow deposit for fees relating to City legal -related expenses associated with the Plat development. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be one percent (1.0%) of the estimated construction cost of the City legal - related expenses, assuming normal construction and project scheduling. Developer will provide a $18,991.29 escrow, which is separate and in addition to any other escrow funds for this Development. This amount is subject to reconciliation based on actual costs at the completion of the project. C. The fees owed by the Developer to the City under this Section shall be paid from the escrows amounts. Any amounts not utilized from the escrow account shall be returned to the Developer when all the 9 216s2sv1 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. 19. CITY ENGINEERING ADMINISTRATION AND CONSTRUCTION OBSERVATION. A. The Developer shall pay a fee for the City's engineering administration as related to the Public Improvements. City engineering administration will include monitoring of construction observation related to Public Improvements, consultation with Developer and its engineer on status or problems regarding the project, coordination for final inspection and acceptance, project monitoring during the warranty period, and processing of requests for reduction in security. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be four percent (4.0%), of the estimated construction cost of the Public Improvements, assuming normal construction and project scheduling. Developer will provide an $75,965.17 escrow, which is separate and in addition to any other escrow funds for this Development, to pay the fees owed to the City under this Section. The Developer shall pay for construction observation performed by the City's consulting engineer. Construction observation shall include part or full-time inspection of proposed public utilities and will be billed on standard hourly rates per City's adopted fee schedule. The cost of the construction observation is included in the four (4%) estimate. B. The Developer shall pay a fee for the City's engineering administration as related to grading and restoration of the subject property. City engineering administration will include monitoring of construction observation related to grading and restoration of the site, consultation with Developer and their engineer on status or problems regarding the project, coordination for final inspection and acceptance, and processing of requests for reduction in security. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be three percent (3.0%), of the estimated construction cost of the 10 216525v1 subject property grading and restoration cost, assuming normal construction and project scheduling. Developer will provide a $16,481.87 escrow, which is separate and in addition to any other escrow funds for this Development. The Developer shall pay for construction observation performed by the City's consulting engineer. Construction observation shall include part or full-time inspection of proposed public utilities and will be billed on standard hourly rates per City's adopted fee schedule. C. The fees owed by the Developer to the City under this Section shall be paid from the escrow amounts. Any amounts not utilized from the escrow account shall be returned to the Developer when all the Development has been completed in accordance with this Agreement. If additional escrow amounts are 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. 20. 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. 21. STORM SEWER AREA TRUNK AREA CHARGE. The Development is subject to a storm sewer trunk area charge of $84,418.40 which is payable at the prevailing rate at the time of final Plat approval. 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: 11 216525v1 18.1 acres x $4,664.00 (Base Fee/Net Acre) _ $84,418.40 Alternate Fee/Net Acre = $ Not Applicable The total storm sewer trunk area charge for the Development of $84,418.40 shall be paid by the Developer in cash at the time of final Plat approval at developer's option. 22. SANITARY SEWER TRUNK AREA CHARGE. The Development is subject to a sanitary sewer trunk area charge of $104,460.00 which is payable at the prevailing rate at the time of final Plat approval. The area charge is based on a per unit basis of the final Plat and is calculated as follows: 60 units x $1,741.00 per unit = $104,460.00 The total sanitary sewer trunk charge for the Development of $104,460.00 shall be paid by the Developer in cash at the time of final Plat approval at developer's option. 23. WATER MAIN TRUNK AREA CHARGE. The Development is subject to a water main trunk area charge of $TBD which is payable at the prevailing rate at the time of final Plat approval. The area charge is based on a per unit basis of the final Plat and is calculated as follows: 60 units x $1,266.00 per unit less oversizing credit of $TBD = $ The Developer shall receive a credit against watermain trunk area charges for materials cost for watermain oversizing to 12" main. The estimated amount of credit is $TBD. The Developer will receive a credit against the Developer's cash requirements in the amount of the engineer's cost estimate for the construction of the Watermain Oversizing at the time of the signing of this contract, and after the completion of the Watermain construction the Developer and the City will reconcile the actual cost of construction with the engineer's cost estimate. In the event the engineer's cost estimate is higher than the actual cost of construction, then Developer shall reimburse the city for the difference in the event the engineer's cost estimate is lower than the actual cost of construction, then the City shall reimburse the Developer for the difference. 12 216s2sv1 The total watermain trunk area charge for the Development of $0.00 shall be paid by the Developer in cash at the time of final Plat approval at Developer's option. 24. PARK DEDICATION. A. Developer will satisfy the park dedication requirement for the Plat with a combination of land dedication and payment of cash -in -lieu of land dedication per the PARC recommendation on April 24, 2025. B. The dedication of Outlot A, and E of the Plat to the City of Monticello by warranty deed will occur with the first phase of the development. Only a portion of Outlot A is eligible for park dedication credit, at 2.0 acres. Outlot E will be credited for park land dedication at .31 acres. C. To satisfy a portion of the remaining cash -in -lieu dedication requirement, the Developer will construct public parking adjacent to Outlot A, which shall be located within the adjacent right of way. The Developer will receive construction cost credit of $11,045.88 for construction of the public parking lot in partial satisfaction of the remaining park dedication cash -in -lieu requirement. D. To satisfy the remaining cash -in -lieu dedication requirement, the Developer will construct the pathway adjacent to Edmonson Avenue. The Developer will receive construction cost credit of $34,954.00.00 for the construction of the first phase of the Edmonson Avenue pathway in satisfaction of the remaining parkland dedication requirement, which is per the City's adopted assessment policy for construction of pathways on existing adjacent collector roadways. The Developer will receive a credit against the Developer's cash requirements in the amount of the engineer's cost estimate for the construction of the Edmonson Avenue pathway at the time of the signing of this contract, and after the completion of the Edmonson Avenue pathway construction the Developer and the City will reconcile the actual cost of construction with the engineer's cost estimate. In the event the engineer's cost estimate is higher than the actual cost of construction, then Developer shall reimburse the city for the different; in the vent the 13 216525v1 engineer's cost estimate is lower than the actual cost of construction, then the City shall reimburse the Developer for the difference. Credit for the construction of the Edmonson Avenue pathway will be applied by development phase at the time of final Plat. E. The cash -in -lieu park dedication deficit remaining totals an estimated $49,267.96, which shall be reconciled with the construction of the remaining portion of the Edmonson Avenue pathway, to be constructed with the second phase of the project and subject to the terms of Section D above. The deficit remaining after second phase of Edmonson Avenue pathway construction is estimated at $22,559.96. Any differential between the construction costs and the remaining 11% cash -in -lieu requirement will be applied either as a credit to the developer (if the amount is in excess of the requirement) or required to be paid as cash -in -lieu (if the amount is short of the requirement) at second phase of the project. 25. LANDSCAPING. The Developer shall follow all requirements of the City's Zoning Ordinance requirements, and the City approved Landscape Plan for the Meadowbrook Planned Unit Development. Landscaping for the townhome area will be secured as identified in this contract. Individual townhome building certificates of occupancy will not be withheld based on individual lot escrow for landscaping. The landscaping security for the townhome unit area shall be released upon satisfactory inspection per City ordinance. 26. SPECIAL PROVISIONS. The following special provisions shall apply to Plat development: A. The plat and PUD are subject to the established Meadowbrook planned unit development per Ordinance No. 843, as it may be amended. B. Outlots A, B. C and E shall be deeded to the City with the first phase of the plat. C. The Developer will complete the right turn lane from Edmonson Avenue to 89t' Street NE and the extension of Country Avenue to Outlot G with the first phase of development. 14 216525v1 23, 2025. D. Compliance with the terms of the City's Engineering staff letter and plans dated April E. Prior to City Council approval of the final Plat, the Developer shall furnish a boundary survey of the proposed property to be Platted with all property corner monumentation in place and marked with lath and a flag. Any encroachments on or adjacent to the property shall be noted on the survey. The Developer shall post a $18,000.00 security for the final placement of interior subdivision iron monuments at property corners. The security was calculated as follows: 60 units at $300.00 per unit. The security will be held by the City until the Developer's land surveyor certifies that all irons have been set following site grading and utility and street construction. In addition, the certificate of survey must also include a certification that all irons for a specific lot have either been found or set prior to the issuance of a building permit for that lot. F. 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 Approved Plans on Mylar. G. The contractor shall install conduit, fiber, and other facilities for the city owned fiber network in the joint trench per city standards. The city will provide Approved Plans and details for the installation and the contractor shall submit to the city a cost estimate for approval prior to construction. Upon approval and completion, the city will reimburse the Developer for the cost of the installation of the fiber network. If additional conduit crossings are required by the City, then the City will reimburse the Developer therefore. 15 216525vl 27. SUMMARY OF SECURITY REQUIREMENTS. A. To guarantee compliance with the terms of this agreement, payment of real estate taxes including interest and penalties, payment of special assessments, payment of the costs of all public Improvements, and construction of all public Improvements, the Developer shall furnish the City with a letter of credit, in the form attached hereto, from a bank ("security") for $2,396,411.63, plus a cash fee of $130,429.62 for City engineering, expenses and administration. The amount of the security was calculated as follows: CONSTRUCTION COSTS: Sanitary Sewer $ 284,190.20 Watermain $ 442,449.80 Storm Sewer/Draintile/Infiltration Basin $ 422,807.50 Internal Streets/Sidewalks/Trails $ 697,681.80 Lighting/Mailboxes/Street Signage $ 52,000.00 Retaining Walls $ NA CONSTRUCTION SUB -TOTAL (ESTIMATED) $1,899,129.30 Lot Corners/Iron Monuments $ 18,000.00 TOTAL COSTS $1,917,129.30 TOTAL SECURITIES: Total Costs X 125% $2,396,411.63 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 in a form acceptable to the City, 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 16 216525v1 proceeds shall be used to cure the default. Upon receipt of proof satisfactory to the City that work has been completed and financial obligations to the City have been satisfied, with City approval the security may be reduced from time to time by ninety percent (90%) of the financial obligations that have been satisfied. Ten percent (10%) of the amounts certified by the Developer's engineer shall be retained as security until all Improvements have been completed, all financial obligations to the City satisfied, the required "as constructed" plans have been received by the City, a warranty security is provided, and the public Improvements are accepted by the City Council. The City standard specifications for utilities and street construction outline procedures for security reductions. See attached Exhibit `B". 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 $251,078.75 for grading and landscaping. The amount of the security was calculated as follows: Grading $ 81,300.00 Landscaping $ 169,778.75 ($135,823.00.00 x 125%) TOTAL $251,078.75 28. SUMMARY OF CASH REQUIREMENTS. The following is a summary of the cash requirements under this Contract which must be furnished to the City prior to the time of final plat approval: Legal (1%) City Administration and Planning (1%) Engineering and Inspection (7%) Grading/Restoration & Erosion & Sediment Control Inspection Fee (3% of grading) Streets and Utilities Review & Inspection (4%) As -Constructed Plans (Utilities, Grading) Total Cash Requirements * Fees reconciled to actual expenses at close of project. $ 18,991.29 $ 18,991.29 $ 16,481.87 $ 75,965.17 $ Included above $130,429.82 17 216525v1 29. WARRANTY. The Developer warrants all Improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. The warranty period for public Improvements and underground utilities is two years and shall commence following completion and acceptance by City Council. The utilities and street improvements may be accepted separately by the City Council for warranty purposes. 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 (10%) of the security posted by the Developer until the maintenance bonds are furnished by the City or until the warranty period expires, whichever comes first. 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. 30. RESPONSIBILITY FOR COSTS. A. Except as otherwise specified herein, the Developer shall pay all actual costs incurred by it or the City in conjunction with the development of the Plat, including but not limited to Soil and Water Conservation District charges, legal, planning, engineering and inspection expenses incurred in connection with approval and acceptance of the Plat, the preparation of this Contract, review of construction Approved 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. 18 216525vi B. The Developer shall hold the City and its officers, employees, and agents harmless from claims made by it and third parties for damages sustained or costs incurred resulting from Plat approval and development. The Developer shall indemnify the City and its officers, employees, and agents for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including reasonable attorneys' fees and costs. C. The Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. D. The Developer shall pay, or cause to be paid when due, and in any event before any penalty is attached, all special assessments referred to in this Contract. The Developer hereby waives all assessment notice and hearing requirements. If the Developer elects to have the charges set forth in this contract assessed to the properties herein, the assessment shall be payable over a ten year period, in ten equal principal installments, plus interest at 2% over prime as published in the Wall Street Journal at the time of assessment per annum on the remaining principal balance each year. Interest will begin to accrue on the principal balance commencing on the date of final Plat approval by the City of Monticello or the date of this contract, whichever is later. E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. If the bills are not paid on time, the City may halt Plat development and construction until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of eighteen percent (18%) per year. F. In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as but not limited to sewer availability charges ("SAC"), City water connection charges, City sewer connection charges, and building permit fees. 19 216s2sv1 G. If the Developer is dedicating property to the City to satisfy Park Dedication requirements, the legal descriptions from the Plat shall be used for these properties and quitclaim deeds shall be executed for each of the transactions. The Developer agrees to pay all real estate taxes due or payable on outlots transferred to the City for the period up to the time the outlots become tax exempt. 31. DEVELOPER'S DEFAULT. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer, except in an emergency as determined by the City, is first given notice of the work in default, not less than forty-eight (48) hours in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 32. MISCELLANEOUS. A. The Developer represents to the City that the Plat complies with all city, county, metropolitan, state, and federal laws and regulations, including but not limited to: subdivision ordinances, zoning ordinances, and environmental regulations. If the Plat ceases to comply with county, metropolitan, state and federal laws and regulations, the City may, at its option, refuse to allow construction or development work in the Plat until the Developer does comply. Upon the City's demand, the Developer shall cease work until there is compliance. B. Third parties shall have no recourse against the City under this Contract. C. Breach of the terms of this Contract by the Developer shall be grounds for denial of building permits, including lots sold to third parties. 20 216s2sv1 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. The City may issue building permits for two single family model home structures and one townhome building model home structure prior to installation of private utility Improvements. No certificates of occupancy shall be granted until private utility service are installed and operational, and the streets needed for access have been paved with a bituminous surface and the utilities are accepted by the City Engineer. F. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. G. This Contract shall run with the land and may be recorded against the title to the property. The Developer covenants with the City, its successors and assigns, that the Developer is well seized in fee title of the property being final Platted and/or has obtained consents to this Contract, in the form attached hereto, from all parties who have an interest in the property; that there are no unrecorded interests in the property being final Platted; and that the Developer will indemnify and hold the City 21 216s2sv1 harmless for any breach of the foregoing covenants. In the event this Contract is filed of record, upon compliance of all terms herein by Developer, the City shall file a termination of record. Insurance. Developer and Contractor shall provide a copy of the Development Contract to their insurance professional for verification that the Developer's and Contractor's insurance coverage is in compliance with the requirements of the Development Contract. Prior to execution of the final Plat, Developer and its general contractor shall furnish to the City a certificate of insurance showing proof of the required insurance required under this Paragraph. Developer and its general 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, such insurance as shall protect Developer and its general contractor and the City for work covered by the Contract including workers' compensation claims and property damage, bodily and personal injury which may arise from operations under this Contract, whether such operations are by Developer and its general contractor or anyone directly or indirectly employed by either of them. The minimum amounts of insurance shall be as follows: Commercial General Liability (or in combination with an umbrella policy) $2,000,000 Each Occurrence $2,000,000 Products/Completed Operations Aggregate $2,000,000 Annual Aggregate The following coverages shall be included: Premises and Operations Bodily Injury and Property Damage Personal and Advertising Injury Blanket Contractual Liability Products and Completed Operations Liability Automobile Liability (or in combination with an umbrella policy) $2,000,000 Combined Single Limit — Bodily Injury & Property Damage Including Owned, Hired & Non -Owned Automobiles Workers Compensation Workers' Compensation insurance in accordance with the statutory requirements of the State of Minnesota, including Employer's Liability with minimum limits are as follows: • $500, 000 —Bodily Injury by Disease per employee 22 216s2sv1 • $500, 000 —Bodily Injury by Disease aggregate • $500, 000 —Bodily Injury by Accident The Developer's and general contractor's insurance must be "Primary and Non -Contributory". All insurance policies (or riders) required by this Contract shall be (i) taken out by and maintained with responsible insurance companies organized under the laws of one of the states of the United States and qualified to do business in the State of Minnesota, (ii) shall name the City, its employees and agents as additional insureds (CGL and umbrella only) by endorsement which shall be filed with the City and (iii) shall identify the name of the Plat. A copy o the endorsement must be submitted with the certificate of insurance. Developer's and general contractor's policies and Certificate of Insurance shall contain a provision that coverage afforded under the policies shall not be cancelled without at least thirty (30) days' advanced written notice to the City, or ten (10) days' notice for non-payment of premium. An Umbrella or Excess Liability insurance policy may be used to supplement Developer's or general contractor's policy limits on a follow -form basis to satisfy the full policy limits required by this Contract. I. Indemnification. To the fullest extent permitted by law, Developer agrees to defend, indemnify and hold harmless the City, and its employees, officials, and agents from and against all claims, actions, damages, losses and expenses, including reasonable attorney fees, arising out of Developer's negligence or its performance or failure to perform its obligations under this Contract. Developer's indemnification obligation shall apply to Developer's general contractor, subcontractor(s), or anyone directly or indirectly employed or hired by Developer, or anyone for whose acts Developer may be liable. Developer agrees this indemnity obligation shall survive the completion or termination of this Contract. J. 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 23 216s2sv1 City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. K. The Developer may not assign this Contract without the written permission of the City Council, unless such assignment is to a principal of Developer or another entity in which the Developer is a principal. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells part or parts of the Platted land, until all conditions of assignment are met. L. Retaining walls that require a building permit shall be constructed in accordance with Approved 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 Approved Plans, or special conditions referred to in this Contract required to be constructed shall be constructed before any other building permit is issued for a lot on which a retaining wall is required to be built. 33. NOTICES. Required notices to the Developer shall be in writing, and shall be either emailed to art@jpbrooks.com, hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: JPB Land, LLC, 13700 Reimer Drive N., Suite 100, Maple Grove, Minnesota 55311. Notices to the City shall be in writing and shall be either emailed to , hand delivered to the City Administrator, or mailed to the City by certified mail in care of the City Administrator at the following address: Monticello City Hall, 505 Walnut Street, Suite 1, Monticello, Minnesota 55362, with a copy to the City Attorney by regular mail at: Campbell Knutson, P.A., Grand Oak Office Center I, 860 Blue Gentian Road, #290, Eagan, Minnesota 55121. 24 216525v1 CITY OF MONTICELLO (SEAL) And STATE OF MINNESOTA ) (ss. COUNTY OF WRIGHT ) Lloyd Hilgart, Mayor Rachel Leonard, City Administrator The foregoing instrument was acknowledged before me this day of , 2025, by Lloyd Hilgart and by Rachel Leonard, respectively the Mayor and City Administrator of the City of Monticello, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. Notary Public DRAFTED BY: Campbell Knutson Professional Association Grand oak Office Center I 860 Blue Gentian Road, #290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 SMM/smt 25 216525v1 DEVELOPER: JPB LAND LLC Its STATE OF MINNESOTA ) (ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of , 2025, by , the of JPB LAND LLC, a Minnesota limited liability company, on behalf of the entity. Notary Public DRAFTED BY: Campbell Knutson Professional Association Grand oak Office Center I 860 Blue Gentian Road, #290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 SMM/smt 26 216525v1 EXHIBIT "A" Leizal description The West Half of the Northeast Quarter of Section 23, Township 121, Range 25, Wright County, Minnesota. EXCEPT: The South 466.27 feet of the West 466.69 feet of the Northeast Quarter of Section 23, Township 121, Range 25, Wright County, Minnesota. ALSO EXCEPT: Commencing at the Southwest corner of the Northeast Quarter of Section 23, Township 121, Range 25; thence Easterly along the Southerly line of said Northeast Quarter, a distance of 467.11 feet to the point of beginning; thence continuing Easterly along the South line of said Northeast Quarter, a distance of 940.0 feet; thence Northerly parallel to the West line of said Northeast Quarter, a distance of 696.69 feet; thence Westerly parallel to the South line of said Northeast Quarter, a distance of 1407.11 feet to the West line of said Northeast Quarter; thence Southerly along the West line of said Northeast Quarter a distance of 230.00 feet; thence Easterly parallel to the South line of said Northeast Quarter 467.11 feet; thence Southerly parallel to the West line of said Northeast Quarter 466.69 feet to the point of beginning. Subject to the right of ways of Wright County Highway Number 117 over the West side thereof. ALSO EXCEPT: That part of the Northeast Quarter of Section 23, Township 121 North, Range 25 West, Wright County, Minnesota, described as follows: Commencing at the Southwest corner of said Northeast Quarter; thence North along the West line of said Northeast Quarter a distance of 696.69 feet to the actual point of beginning; thence East parallel with the South line of said Northeast Quarter a distance of 435.60 feet; thence North parallel with said West line, a distance of 200.00 feet; thence West parallel with said South line, a distance of 435.60 feet to said West line; thence South along said West line, a distance of 200.00 feet to the point of beginning. Subject to the right of way of a county road over the West side thereof, Wright County, Minnesota. [Platted as Meadowbrook, Wright County, Minnesota.] 27 216525v1 FEE OWNER CONSENT TO DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT 4-D SISTERS INVESTMENTS, LLC, a Minnesota limited liability company, fee owner of all or part of the subject property, the development of which is governed by the foregoing Development Contract, affirms and consents to the provisions thereof and agrees to be bound by the provisions as the same may apply to that portion of the subject property owned by it. Dated this day of , 2025. 4-D SISTERS INVESTMENTS, LLC By: STATE OF MINNESOTA ) )ss. COUNTY OF ) Its: [print name] [title] The foregoing instrument was acknowledged before me this day of , 2025, by the of 4-D SISTERS INVESTMENTS, LLC, 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 651-452-5000 SMM/smt 28 216525v1 CONTRACT PURCHASER CONSENT TO DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT JPB LAND LLC, a Minnesota limited liability company, which has a contract purchaser's interest in all or part of the subject property, the development of which is governed by the foregoing Development Contract, hereby affirms and consents to the provisions thereof and agrees to be bound by the provisions as the same may apply to that portion of the subject property in which there is a contract purchaser's interest. Dated this day of , 2025. JPB LAND LLC By: STATE OF MINNESOTA ) )ss. COUNTY OF ) Its: [print name] [title] The foregoing instrument was acknowledged before me this day of , 2025, by the of JPB LAND LLC, 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 651-452-5000 SMM/smt 29 216525v1 IRREVOCABLE LETTER OF CREDIT No. Date: TO: City of Monticello 505 Walnut Street Monticello, Minnesota 55362 Dear Sir or Madam: We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable Letter of Credit in the amount of $ , available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. , dated _ , 2 , of (Name of Bank) ": b) Be signed by the Mayor or City Administrator of the City of Monticello. c) Be presented for payment at (Address Qf Bank) , on or before 4:00 p.m. on November 30, 2007. This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty-five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written notice to the Monticello City Administrator that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty-five (45) days prior to the next annual renewal date addressed as follows: Monticello City Administrator, Monticello City Hall, 505 Walnut Street, Monticello, MN 55362, and is actually received by the City Administrator at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. mm Its 30 216525v1 SUMMARY OF EXPENSES/FINANCE PLAN Phase 1 v10 - 4/25/2025 Total Acres in Development Total Acres in Phase Total Units in Development Total Units in Phase 56.45 gross 54.46 net 27.1 gross 18.1 net 180 TOTAL 107 Single Family 73Townhome NA Multi -Family 60 TOTAL 33 Single Family 27Townhome NA 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." Sewer Access Charges and Water Access charges are paid with building permit and are not included in the development finance template. See City fee ordinance for additional detail on SAC/WAC. Trunk Area Charges & Park Dedication � Acreage Acres or I Credits Net Notes Charge I Units I Assessment � J Park & Pathway Dedication Park Dedication Provided 2.31 Park Dedication Required (11%) 5.99 Total Park Dedication Cash in Lieu Required Special Assessments Existing Special Assessments Sanitary Sewer (unit) $1,741 60 Watermain (unit) $1,266 60 Storm Sewer Base (net acres) $4,664 acre amount to pav at Per Lot Assessment/Pymt based on (#) units $0.00 Credits: list phase Edmonson trail, park parking, 2.31AC parkland Deficit cash -in -lieu balance to be paid at 2nd phase, est. $22,559.96 $104,460.00 Paid at prevailing rate at time of platting -$75,970.00 ($10.00) Paid at prevailing rate at time of platting, 1 st phase watermain credit 18.10 $84,418.40 Paid at prevailing rate at time of platting $3,147.00 1Pay at final plat or assessed by lot City Review & Inspection Escrows Escrows based on public improvement costs City Escrow (Admin and Planning) 1.00% $18,991.29 $2,000 minimum; Actual; cost reconciled at project completion Legal 1.00% $18,991.29 $2,000 minimum; Actual; cost reconciled at project completion Engineering and Inspection Grading, Restoration & 3.00% $16,481.87 $2,000 minimum; Actual; cost reconciled at project completion Erosion & Sediment Control Inspection Streets and Utilities Review & Inspection 4.00% $75,965.17 $2,000 minimum; Actual; cost reconciled at project completion Includes as -built requirements for public improvements Total City Escrow (Cash) $130,429.62 Public Improvement Construction Costs (Used to Calculate City Fees/Escrows/Securities) Notes Sanitary Sewer $284,190.20 W atermain $442,449.80 Storm Sewer $422,807.50 Roads, Driveways and Sidewalks/Trails $697,681.80 Incl. Edmonson pathway section, turn lane, Country Ave. Ext Lighting, Street Signage, Mailboxes $52,000.00 nstruction total for purpose of calculating other fees $1,899,129.30 Lot Corners/Iron Monuments $300 60 $18,000.00 Total Construction Cost for the purpose of calculating LOC $1,917,129.30 Letter of Credit Amount (Total cost X 125%) $2,396,411.63 Maximum allowable reduction prior to acceptance and bond 90.00%DNA Estimated site grading cost for calculation of escrow 1 $549,395.501Includes erosion control Landscaping $169,778.75 lBased on estimate of landscaping cost $135,823 x 125% Prairie Restoration NABased on estimate of restoration and maintenance cost Wetland Management NABased on estimate of restoration and maintenance cost Tree Preservation NAB Grading $3,000 acre 27.10 $81,300.00 Surety for grading to plan and restoration $251,078.75 DECLARATION OF COVENANTS, CONDITIONS RESTRICTIONS AND EASEMENTS FOR THE VILLAS AT MEADOWBROOK This Declaration (this "Declaration') is made on , 202, by JPB LAND, LLC, a Minnesota limited liability company, hereinafter called "Declarant", for the purpose of establishing The Villas at Meadowbrook as a single-family residential housing community. WITNESSETH: WHEREAS, Declarant is the owner of that certain real estate located in the City of Monticello, in Wright County, Minnesota, which is legally described on Exhibit A hereto attached, all which above -described land, together with all improvements thereon, constitutes and is hereinafter referred to as the "Property"; and WHEREAS, the Property is the subject of a proposed residential development, and Declarant intends to improve the Property or portions thereof and any additions thereto from time to time; and WHEREAS, Declarant desires to subject the Property to this Declaration at this time; and WHEREAS, the real estate subjected hereby or which subsequently may be subjected to this Declaration and the improvements constructed thereon, will require uniform and continuing care and maintenance for the benefit and enjoyment of persons residing in the Property; and WHEREAS, the Association, as hereinafter defined, has been formed as an agency to receive the power to attend to and effectuate policies and programs that will enhance the pleasure and value of the development, to maintain certain easements (each as hereinafter identified), to preserve and enhance the Property, to administer and enforce the covenants and restrictions, to provide certain services to certain Owners (as hereinafter defined); and to collect and disburse the assessments, fees and charges hereinafter created; and WHEREAS, the Property is not subject to Minnesota Statutes Chapter 515B (the "Act") by reason of the exemption contained in Section 515B.1-102(e)(2) thereof, and is not subject to a master association, as contemplated in the Act. NOW, THEREFORE, Declarant declares that the Property, and such additions thereto as hereafter may be made pursuant to this Declaration, is and shall be held, transferred, conveyed, sold, leased, occupied, and developed, subject to the covenants, conditions, restrictions, easements, charges and liens hereinafter set forth, which are for the purpose of protecting the value, desirability and attractiveness of the Property, and which shall run with the Property, and be binding upon all parties having any right, title or interest in the Property, their heirs, successors and assigns, and which shall inure to the benefit of each Owner thereof, and the heirs, successors and assigns of each Owner. This Declaration contemplates a general plan for the individual ownership of residential real property estates all of which are "single family" lots. The purpose of this Declaration is to provide for the maintenance and administration (and in the case of the Common Elements, the ownership) of certain defined areas and facilities which benefit the development within and adjacent to the Property. Every conveyance of any part of the Property, or any interest therein, shall be and is subject to these easements, covenants, conditions and restrictions, as follows: ARTICLE I. DEFINITIONS Section 1. The following words when used in this Declaration, or any supplemental declaration (unless the context shall prohibit) shall have the following meanings: A. "Additional Real Estate" shall mean that certain real estate legally described on Exhibit C attached hereto which may become part of the Property at a later date pursuant to Article XII below. B. "Articles" shall mean the Articles of Incorporation of the Association. C. "Association" shall mean The Villas at Meadowbrook Homeowners Association, a Minnesota nonprofit corporation, created under Minnesota Statutes Chapter 317A. D. "Board" shall mean the Board of Directors from time -to -time of the Association. E. "Bylaws" shall mean the corporate Bylaws adopted, from time to time, by the Board. F. "City" shall mean the City of Monticello, Minnesota. G. "Committee" shall mean the Architectural Control Committee of the Association. H. "Common Elements" shall mean that portion of the Property, if any, legally described on Exhibit B attached hereto, including all improvements thereon. The initial Common Elements will be conveyed to the Association prior to the first conveyance of a Lot to an Owner other than Declarant. I. "Common Expenses" shall mean all expenditures made or liabilities incurred by or on behalf of the Association incident to its operation, and items otherwise identified as Common Expenses in this Declaration or the Bylaws. J. "County" shall mean Wright County, Minnesota. K. "CPI" shall mean the Revised Consumer Price Index for Urban Wage Earners and Clerical Workers for All Items for Minneapolis -St. Paul, as published from time -to -time by the U.S. Department of Labor. L. "Declarant" shall mean the entity identified above, and its successors and assigns subject to satisfaction of the requirements of Article XI, Section 11 hereof. M. "Declarant Rights" shall mean those exclusive rights reserved to Declarant, its successors and assigns, as set forth in Article XI below. 2 N. "Eligible Mortgage Holder" shall mean a holder of a first Mortgage, as hereinafter defined, who has advised the Association in writing of its name and address and the address of the Lot covered by such Mortgage, and in said writing has requested the Association to notify it of any proposed action that requires the consent of a specified percentage of Eligible Mortgage Holders. O. "FHA" shall mean Federal Housing Administration, Department of Housing and Urban Development. P. "FHLMC" shall mean Federal Home Loan Mortgage Corporation. Q. "FNMA" shall mean Federal National Mortgage Association. R. "Irrigation System" N/A. S. "Lot" shall mean and refer to a separate platted lot located within the boundary of the Property intended for or containing a dwelling. T. "Member" shall mean any person or entity holding membership in the Association as provided in Article III hereof. U. "Mortgage" shall mean any mortgage or other security instrument by which a Lot or any part thereof or any structure thereon is encumbered. V. "Operations Agreement" shall mean that certain N/A dated , 2024, between the City and Declarant. W. "Owner" shall mean the record owner, whether one or more persons or entities, of a fee simple title to any Lot, including a contract seller, but excluding those having such interest merely as security for the performance of an obligation. X. "Plat" shall mean the recorded plat of Meadowbrook depicting the Property pursuant to the requirements of Minn. Statutes Chapter 505, 508 or 508A, as applicable, including any additional or amended Plat or replat recorded from time -to -time depicting all or a portion of the Property. Y. "Property" shall have the meaning ascribed above, and such additions thereto as hereafter may be expressly brought within the jurisdiction of the Association pursuant to Article XII below. Z. "Public Sidewalk" shall mean the public sidewalk located within the Property for which the Association is responsible under Article VI, Section 1 herein. ARTICLE II. PROPERTY SUBJECT TO THIS DECLARATION Section 1. Subiect to Declaration. The Property is and shall be held, transferred, sold, conveyed and occupied subject to this Declaration, together with portions of the Additional Real 3 Estate as may, in the future, be annexed and made subject to this Declaration pursuant to the terms hereof. Section 2. Lot Identification and Use. Initially there are ten (10) Lots created in the Property, but if all of the Additional Real Estate is subjected to this Declaration there would be an additional nineteen (19) Lots. Except as otherwise provided herein, all Lots are restricted to single-family residential use. The Lots are identified by lot and block numbers and subdivision name, as shown on the Plat, which is incorporated herein by reference. Each Lot constitutes a separate parcel of real estate. Section 3. Boundaries. The front, rear and side boundaries of each unit shall be the boundary lines of the platted lots, as shown on the Plat. The Lots shall have no upper or lower boundaries. ARTICLE III. MEMBERSHIP AND VOTING RIGHTS IN ASSOCIATION Section 1. Membership. Every Owner shall be subject to assessment, and except as herein provided to the contrary, shall be entitled and required to be a Member of the Association. By taking title to a Lot, each Owner thereby consents to being a Member of the Association. If title to a Lot is held by more than one person, each of such persons shall be a Member. An Owner of more than one Lot shall be entitled to one membership for each such Lot. Each such membership shall be appurtenant to the Lot upon which it is based and shall transfer automatically by voluntary or involuntary conveyance of the title of that Lot. No person or entity other than an Owner or Declarant may be a Member of the Association, and a membership in the Association may not be transferred except in connection with the transfer of title to that Lot. Section 2. Transfer. A membership in the Association shall not be transferred, pledged or alienated in any way, except automatically upon the transfer of the record title of a Lot and then only to such transferee by assignment, intestate succession, testamentary disposition, foreclosure or mortgage of record, or other legal process. It shall be the responsibility of each Owner, upon becoming entitled to membership, to so notify the Association in writing, and until so notified, the Association may continue to carry the name of the former Owner as a Member, in its sole discretion. If an Owner of any Lot attempts to not transfer the membership registered in his name to the transferee of title of such Lot, the Association shall have the right to record the transfer upon the books of the Association and issue a new membership to the transferee and thereupon the old membership outstanding in the name of the transferor shall be null and void as though the same had been expressly surrendered. Section 3. Voting. Each Lot is assigned one (1) vote. Voting rights for each Lot cannot be separated or conveyed separately from the title to the Lot. When more than one person holds title to any Lot, the vote for such Lot shall be exercised as they among themselves determine, but in no event shall more than one (1) vote be cast with respect to any one Lot. There can be no split vote for a Lot. Prior to or at the time of any meeting at which a vote is to be taken, each co -Owner or other person entitled to a vote at such meeting shall file with the Secretary of the Association the name of the voting co -Owner or other person entitled to vote at such meeting, unless such co -Owner or other person has filed a general voting authority with the Secretary applicable to all votes until El rescinded. In the absence of such arrangements, no vote shall be allowed to a Lot with multiple Owners. Section 4. Common Expense Allocation. Common Expense obligations are allocated equally among the Lots, subject to the qualifications set forth in Article V below. Said obligations shall be automatically reallocated on the same basis among all Lots as and if additional Lots are added to the Property. The foregoing Common Expense obligation for each Lot cannot be separated from the title to the Lot. Section 5. Suspension of Voting Rights. If any Owner is in arrears in the payment of any amount due under any of the provisions of this Declaration for a period of thirty (30) days, or is in default in the performance of any of the terms of this Declaration for a period of thirty (30) days, such Owner's right to vote as a Member of the Association shall be suspended and shall remain suspended until all payments are brought current and all defaults remedied. ARTICLE IV. PROPERTY RIGHTS Section 1. Easements, Covenants, Amendments. All easements described in this Declaration are permanent easements appurtenant, running with the land, except to the extent explicitly stated in this Declaration to be for the benefit of a particular person or entity. They shall at all times inure to the benefit of and be binding on the Owner and the Mortgagee, from time to time, of any Lots, and on the Association and the mortgagee, if any, from time -to -time of the Common Elements, and their respective heirs, successors, personal representatives or assigns. Section 2. Drainase and Utilitv Easements and Association Maintenance Easement. The Property shall be subject to nonexclusive public and/or private easements for drainage, including but not limited to public/private stormwater system serving the Property, and utilities, as so indicated and described on the Plat. Such drainage easements shall include but not be limited to a nonexclusive easement over the yard areas of the Lots for storm and surface water drainage and ponding over those parts of the Property which are designated, designed, improved or graded for such purposes as a part of the development of the Property. The Property shall be subject to nonexclusive easements in favor of the Association for performance of the construction, repair and maintenance responsibilities required pursuant to this Declaration. Section 3. Owner Easements Over Common Elements. Every Owner shall have a non-exclusive right and easement of enjoyment in and to the Common Elements, which right and easement shall include, but not be limited to, access, utility, water and sewer easements, and the use and enjoyment of open spaces and all other parts of the Common Elements. Such right and easement shall be appurtenant to and shall pass with the title to every Lot, subject to and together with the following: A. Rule Making. The right of the Association to pass reasonable rules with respect to the Common Elements, for the health, comfort, safety and welfare of persons using same; B. Suspension of Voting Rights. The suspension of an Owner's voting rights pursuant to Article III, Section 5 above, and the Association's right to suspend an Owner's right to 5 use recreational facilities (if any) located on the Common Elements until the Owner's payment default or other default hereunder is remedied, or for a period not to exceed sixty (60) days for an infraction of the Association's published rules and regulations; C. Assessments. The right of the Association to levy assessments as provided in this Declaration; D. Association and Declarant Rights. The rights reserved under Article IV, Sections 5 and 6 hereinbelow; and E. Delegation. Any Owner may delegate, in accordance with the Bylaws, his right of enjoyment to the Common Elements to the occupants of his Lot, including the members of his family, his tenants, or contract purchasers, and the invitees thereof (except that the Board may restrict or regulate use of recreational facilities by non-residents). Section 4. Maintenance Easement Over Adioinina Lots. Owners, including but not limited to the Association, of adjoining Lots and/or Common Elements shall have reciprocal easements for reasonable access over adjoining Lots and/or Common Elements for the maintenance and upkeep of walls, fences, buildings, landscape material, grass and other improvements; provided, however, that any damage to an adjoining Lot and/or Common Elements resulting from such access shall be promptly and fully repaired. Section 5. Association's Rights. A. Management of Association. The Association shall have the right to manage, build, reconstruct, repair, maintain and improve: (A) the Common Elements (including by way of example, but not limited to, landscaping, to place, maintain, and replace on such area lawns, hedges, trees and other plantings and decorative fences, walls and project signage, to apply fertilizers and agents for the control of weeds, dandelions and crabgrass, to install and maintain the Irrigation System, to install recreational facilities and other structures and improvements, and to adopt reasonable rules regarding the use of such area for the purpose of preserving a neat and well -maintained appearance of the Common Elements); (B) Public Sidewalks; (C) any public and/or private stormwater system or related improvements installed by Declarant at the Property; and (D) any improvements installed by Declarant and/or landscaped and/or grass areas located within the platted drainage and utility easements within the Property. The Property shall be subject to nonexclusive easements in favor of the Association for performance of the construction, repair and maintenance responsibilities required or allowed pursuant to this Declaration. The Association shall have the right to mortgage all or any portion of the Common Elements for the purposes of securing a loan of money to be used pursuant to this subsection, provided that the rights of the mortgage holder shall be subordinate to the rights of the Owners under this Declaration. B. Recorded Easements. The Property shall be subject to easements of record on the date hereof to any public or private utilities or governmental bodies for the installation and maintenance of electrical, telephone, cable television and data conduit and lines, gas pipes, sewers or water pipes, coaxial cable, or any other utility services serving any Lot. IN C. Marketing. Declarant shall have a non-exclusive easement and right to erect and maintain temporary and permanent signs and related monuments identifying the community on Lots owned by Declarant. Those parts of the Property on which monument signs or related improvements are located shall be subject to a non-exclusive easement in favor of the Association for the continuing use, maintenance, repair and replacement of said signs and improvements. D. Garbage and Recycling. Except where trash removal and recycling, trash and recycle services are provided through the City, the Association may contract with one or more garbage hauling company(ies) to provide trash and rubbish removal for the Property, and to prohibit other haulers from serving the Property, and (i) charge a fee to each Owner for such services provided and (ii) allow the selected hauler(s) to bill each Owner directly for any additional hauling services provided. Section 6. Declarant's Rights. Declarant shall have the same rights as any other Owner as to Lots owned by it from time to time, except as otherwise specified herein. In addition, until the last Lot is conveyed by Declarant to an Owner other than a declarant, Declarant shall have the special declarant rights set forth in Article XI below. Without limiting the generality of the foregoing, declarant shall have the right (until the last Lot owned by Declarant is so conveyed) to construct, relocate, remove, and alter improvements on the Common Elements, including paths, driveways, parking areas, utilities, lighting, walls, fences and landscaping, and to cut, fill and reshape land contours. If there's any conflict between the rights of Declarant and the rights of the Association with respect to the Common Elements, the rights of Declarant shall take precedence over the rights of the Association. Section 7. Non -dedication to Public Uses. Nothing contained in this Declaration shall be construed or be deemed to constitute a dedication, express or implied, of any part of the Lots or Common Elements to or for any public use or purpose whatsoever. Section 8. Easement for Unintentional Encroachment. Notwithstanding any other provisions contained herein, if any wall, fence or landscaping encroaches (not to exceed 12 inches) upon any part of the Common Elements or any other Lot, as a result of construction, reconstruction, repair, shifting, settlement or movement of any part of the Property, then a perpetual easement appurtenant to such encroaching Lot or Common Elements shall exist for the continuance of any such encroachment for so long as the encroachment shall exist. Section 9. Emer2encv Access to Lots. In case of emergency, all Lots are subject to and benefited by a non-exclusive easement in favor of the Association for access, without notice and at any time, in favor of fire, police or other public safety personnel. Section 10. Other Easements. The Property shall be subject to such other easements as may be authorized by the Association under authority contained in the Association's governing documents or recorded against the Property by reason of the City's and/or the County's requirements in connection with the development of the Property. Section 11. Non Interference; Impairment Prohibited. All persons exercising easement rights hereunder shall do so in a reasonable manner so as not to materially interfere with the 7 operation of the Property or damage to the Property, and shall be financially liable for all costs of repair of any part of the Property which is damaged by the person's exercise of the easement rights. No improvement shall be erected or maintained, no excavation, grading or reshaping shall be undertaken, and no fill or other material shall be placed, in an easement area, which may damage or interfere with the installation, use or maintenance of such area, or which may change or impede the intended flow of water through any drainage easement area. No person shall otherwise impair, obstruct or cause damage to any easement area, or improvements or equipment installed therein. ARTICLE V. ASSESSMENTS The Association has a lien on each Lot for any assessment levied against that Lot from time -to -time as the assessments become due. If an assessment is payable in installments, the full amount of the assessment is a lien from the time the first installment thereof becomes due. Recording of this Declaration constitutes record notice and perfection of any lien under this Article, and no further recording or notice is required. Section 1. Personal Obligation. Declarant, for each Lot owned by it, hereby covenants, and each Owner by acceptance of a deed, or other conveyance of a Lot, whether or not it shall be so expressed therein, shall be and is deemed to covenant and hereby agrees to pay to the Association: (a) annual assessments or charges incurred by the Association, which shall be payable in regular installments including, but not be limited to, hazard and liability insurance for common property, maintenance of lawns and landscaping, and other activities of the Association, pursuant to this Declaration, and an adequate reserve fund for the periodic maintenance, repair and replacement of those improvements and elements of the common property that must be replaced on a periodic basis and which the Association may be obligated to maintain; (b) special assessments for capital improvements, all of which assessments shall be established and collected as hereinafter provided; and (c) other assessments provided for in this Article. Any assessments authorized herein, together with interest, costs and reasonable attorneys' fees, shall be a continuing lien from the first day of January (for annual assessments) and from the date the first installment is payable (for special assessments) against the Lot assessed. Special assessments are in addition to the annual assessments, and may be levied for the purpose of defraying, in whole or in part, the cost of (i) covering emergency expenditures, (ii) replenishing underfunded replacement repairs, or (iii) covering unbudgeted capital expenditures. The recording of this Declaration shall constitute notice of the Association's lien against each Lot. Such annual assessments shall be due and payable in equal monthly installments on the first day of each and every month commencing on the first day of January of each year or less frequent periodic payments as determined by the Board. Each assessment, together with interest, costs and attorneys' fees of the Association incurred to collect an assessment shall be the personal obligation of the person who was the Owner of such Lot on the date said assessment became due and payable. Said personal obligation of an Owner shall not pass to his successors in title or interest unless expressly assumed by them or unless, prior to such transfer, a statement of lien for such assessments shall have been filed in writing with the County Recorder/Registrar of Title, as applicable, for the County. No Owner shall escape liability for the assessments which fell due while he was the Owner by reason of non-use of the Common Elements, non-use, transfer or abandonment of his Lot, nor may an Owner deduct or set-off against the N. assessments any amounts the Owner claims are due from the Association, nor may an Owner withhold or defer payment of assessments by reason of any claims or complaints against the Association of any nature whatsoever. Section 2. Purpose of Assessments. The assessments levied by the Association shall be used exclusively to promote the recreation, health, safety and welfare of the Owners and the residents of the Property, to perform the Association's obligations hereunder, and to construct, manage, improve, maintain, repair and administer the Common Elements and Irrigation System. An adequate reserve fund shall be maintained for working capital and for the periodic maintenance, repair and replacement of those improvements and elements of the common property that must be replaced on a periodic basis. Such fund shall be maintained out of the regular assessments. Section 3. Annual Assessments. Subject to Article V, Section 8 below, annual assessments shall be shared by all Lots in the same manner as Common Expenses, as contemplated in Article III, Section 4 above. The Board may fix said annual assessments to cover any and all expenses and projected expenses of the Association during the applicable calendar year subject to the following limitations: A. Annual Cap. The annual assessment may be increased each year by not more than ten percent (10%) of the prior year's annual assessment. B. Member Approval. The annual assessment may only be increased by more than ten percent (10%) of the prior year's annual assessment by a vote of two-thirds (2/3) of the Members who are voting in person or by proxy, at a meeting called for this purpose. Section 4. Special Assessments. In addition to the annual assessments authorized above, the Association may levy, in any assessment year, a special assessment against any one (1) or more Lots, as applicable, payable over a period not to exceed thirty-six (36) months for the purpose of defraying, in whole or in part, the cost of any construction, reconstruction, repair or replacement of a capital improvement upon the Common Elements, including fixtures and personal property related thereto. Section 5. Working Capital Fund. At the time of the initial sale of any Unit by Declarant to any Owner, such Owner shall pay to the Association, for use by the Association, a sum equal to two (2) months of the annual assessment amount in effect on the date of such closing. The working capital contribution for any Unit shall be levied only upon the sale by Declarant to an Owner and shall not be levied on any subsequent sales of the Unit. The working capital fund may be used by the Association at any time after annual assessments are assessed against all of the then -existing Units. Section 6. Application. All of the charges, assessments, dues and fees charged by the Association pursuant to Sections 3, 4 and 5 of this Article shall be deemed "assessments" to which the terms and provisions of Sections 1, 2 and 7 through 15 of this Article shall apply. Section 7. Notice and Ouorum for Certain Assessments. Written notice of any meeting called for the purpose of taking any action authorized under Sections 3.13 of this Article shall be sent to all Members not less than thirty (30) days nor more than sixty (60) days in advance of the 7 meeting. At the opening of such meeting, the presence in person or by proxy of Members entitled to cast fifty percent (50%) of the votes of the membership shall constitute a quorum. If the required quorum is not present, another meeting may be called subject to the same notice requirement, and the required quorum at the subsequent meeting shall be one-half (1/2) of the required quorum at the preceding meeting, but never less than twenty percent (20%). No such subsequent meeting shall be held more than sixty (60) days following the preceding meeting. Section 8. Rate of Assessment. Annual assessments shall be collected on an annual basis and special assessments shall be collected as the Board determines. Annual assessments must be fixed at a uniform rate for all Lots that are served by public sewer and water utilities, except that Lots owned by the Declarant shall not be assessed until the earlier of (i) the first day of the month following the transfer of such Lot to a third party or (ii) the date of substantial completion of the home on each such Lot (issuance of certificate of occupancy or final inspection if the City does not issue such certificates), at which time such Lot shall be assessed the full rate. Special assessments will be fixed against the affected Lot(s), as reasonably determined by the Board. The Declarant may unilaterally waive and relinquish this exemption from assessment prospectively at any time by executing and recording a written waiver to that effect. However, certain expenses may be assessed on a different basis, or against one or fewer than all Lots, to the extent not prohibited by Minnesota Statutes in the following circumstances: A. Benefitted Lots. Any common expense or portion thereof benefiting fewer than all of the Lots may be assessed exclusively against the Lots benefited, on the basis of (i) equality, (ii) square footage of the area being maintained, repaired or replaced, or (iii) the actual cost incurred with respect to each Lot. B. Utilities. The costs of utilities may be assessed in proportion to usage. C. Collection/Enforcement Costs. Reasonable attorney fees and other costs incurred by the Association in connection with (i) the collection of assessments and/or (ii) the enforcement of the Declaration, Bylaws, or the Rules and Regulations, against an Owner or occupant or their guests, may be assessed against the Owner's Lot. D. Late Fees and Interest. Fees, charges, late charges, fines and interest may be assessed. E. Acts of Owners. If any damage to the common elements or another Lot is caused by the act or omission of any Owner or occupant, or their guests, the Association may assess the costs of repairing the damage exclusively against the Owner's Lot to the extent not covered by insurance. F. Acceleration. Any installments of an assessment accelerated pursuant to Section 13 below of this Article. Assessments described in Sections 8.A through F above shall not be considered special assessments. 10 Section 9. Surcharges. The Association in accordance with reasonable and uniform standards may add to the assessments for a particular Lot a surcharge for maintenance or utility expenses benefiting that Lot but less than all of the Lots. Section 10. Commencement of Initial Annual Assessments. The annual assessments provided for herein may commence as to all Lots when determined by the Board but in no case earlier than two (2) months after the conveyance of the first Lot to an Owner other than Declarant. The first annual assessment shall be adjusted according to the number of months remaining in the calendar year. Notwithstanding the forgoing and any other provision herein, Declarant and a party to which Declarant may assign or transfer any declarant rights are exempt from liability for assessments for Common Expenses with respect to: (i) Lots owned by Declarant; and (ii) Lots owned by any parry to which Declarant may assign or transfer any declarant rights, and such Lots are exempt from the lien for such assessments until substantial completion of the dwelling unit located on such Lot. Section 11. Budfzetina and Notice of Annual Assessments. By November 1 of each year the Board shall fix the amount of annual assessments, if any, against each Lot for the following fiscal year and shall send written notice thereof to each Owner. At the time the Board fixes the amount of annual assessments it shall adopt a budget for the following fiscal year and cause a copy of such budget in reasonable detail to be furnished to each Owner. Section 12. Proof of Pavment. Upon written demand of an Owner or Mortgagee, at any time and for a reasonable charge, the Association shall furnish a written certificate signed by an officer of the Association setting forth whether there are any then -unpaid annual or special assessments levied against such Owner's or Mortgagee's Lot. Such certificate shall be conclusive evidence of payment of any annual or special assessments not stated therein as unpaid. Section 13. Nonpavment of Assessments. Any assessments which are not paid when due shall be deemed delinquent. If an assessment or installment thereof is delinquent for more than thirty (30) days: (i) the Board may accelerate the remaining installments of the assessment due in the current assessment year upon notice thereof to the Owner, and thereafter the entire unpaid balance of the assessment shall be due and payable; (ii) the Board may assess a service charge not to exceed $100.00; and (iii) it shall bear interest from the delinquency date at the rate of eight percent (8%) per annum and shall become a continuing lien in favor of the Association on the Lot against which assessed and the improvements thereon, and the Association (or any Owner acting in the name and for the benefit of the Association) may bring an action at law or in equity against the person personally obligated to pay the same, including interest, costs and reasonable attorneys' fees for any such action, which shall be added to the amount of such assessment and included in any judgment rendered in such action, and the Association may also enforce and foreclose any lien it has or which may exist for its benefit. There shall be no right of set-off against the Association based upon a failure to provide services or for money owed by the Association to the Owners. Section 14. Recording and Enforcement of Liens. To further evidence a lien for sums assessed pursuant to this Article, the Association may prepare a written notice of lien setting forth the amount of the assessment, the date due, the amount remaining unpaid, the name of the Owner of the Lot, the name of the person personally obligated to pay the same, and a description of the Lot. 11 Such a notice shall be signed by an officer of the Association, and it or a notice of lien or adverse claim thereof may be recorded in the office of the County Recorder/Registrar of Title (as applicable) for the County. No such notice shall be recorded until there is a delinquency in payment of the assessment for thirty (30) days. Upon such a delinquency, the Association may proceed to enforce the lien or, in its discretion, to sue the person personally liable to pay the lien for the delinquency. Such lien may be enforced by action or advertisement in the same manner in which mortgages (with or without a power of sale) on real property may be foreclosed in Minnesota. In any such foreclosure, the person personally obligated to pay the lien shall be required to pay all costs of foreclosure including interest, costs, and reasonable attorneys' fees. All such interests, costs and expenses shall be secured by the lien being foreclosed. The person personally obligated to pay the lien also shall be required to pay to the Association any assessments against the Lot which shall become due during the period of foreclosure. The Association shall have the right and power to bid at the foreclosure sale or other legal sale and to acquire, hold, convey, lease, rent, encumber, use and otherwise deal with the foreclosed interest in the Lot as the Owner thereof. The Owner and any person claiming an interest in the Lot, by acceptance or assertion of any interest in the Lot, grants the Association a power of sale and full authority to foreclose by advertisement. The Association shall upon written request report to any Eligible Mortgage Holder any assessments remaining unpaid for longer than thirty (30) days after the same shall have become due. Section 15. Subordination of Lien. The lien of the assessments provided for herein shall be subordinate to the lien of any first Mortgage and to tax liens and liens for special assessments in favor of any taxing and assessing unit of government. Sale or transfer of any Lot shall not affect the assessment lien. However, the sale or transfer of any Lot pursuant to mortgage foreclosure or remedies provided in the first Mortgage, or any proceeding in lieu thereof, shall extinguish the lien of such assessments as to charges which accrued prior to such sale or transfer. No such sale or transfer shall relieve a Lot from liability for any assessments thereafter becoming due or from the lien thereof or shall relieve the person personally obligated to pay the lien of personal liability for assessments due prior to such sale or transfer of the Lot. Any delinquent assessments the lien for which is extinguished by reason of this provision may be reallocated and assessed to all Lots as a Common Expense. ARTICLE VI. RIGHTS AND OBLIGATIONS OF THE ASSOCIATION Section 1. Association Obligations. The Association, subject to the rights of the Owners as set forth in this Declaration, shall be responsible for, and be vested with, the exclusive management and control of. (A) the maintenance, repair and replacement of the Common Elements and all improvements thereon or thereto including but not limited to ponds, landscaping and fencing; (B) the maintenance, repair, replacement, startup and winterization of the Irrigation System in compliance with applicable laws and ordinances; (C) maintenance, repair and replacement of, including but not limited to snow removal from, and ice mitigation on, in compliance with City code, the Public Sidewalk to the extent not performed by the City; (D) any retaining walls installed by the Declarant and identified as a common retaining wall; (E) the maintenance of all landscaping, vegetation, and wetland signs located on the Property; and (F) the maintenance, repair and replacement of any public and/or private stormwater system or improvements installed by Declarant 12 at the Property to the extent not maintained by the City, all of which shall be kept in good, clean, attractive and sanitary condition, order and repair. In addition, the Association, subject to the rights of the Owners as set forth in this Declaration, shall also have the right to maintain, repair, rebuild and replace any improvements installed by Declarant on a Lot and/or the landscaped and grass areas within the platted drainage and utility easements within the Property, even if located on a Lot (if an Owner installs a fence that prevents or interferes with the Association's maintenance under this sentence, then such Owner shall be responsible for such maintenance). To the extent applicable thereto, the Association's maintenance obligation under Subparts (A) and (B) above is subject to, and shall be in compliance with, the terms and conditions of the Operations Agreement. In addition, the Association may contract for garbage hauling services as contemplated in Article IV, Section 5.13 above. Such responsibility may include, but not be limited to, the following: (a) construct, maintain, clean, alter and reconstruct improvements as originally constructed by Declarant or as approved by the Association; (b) place, maintain, trim, cut, fertilize and replace sod, flowers, shrubs, trees or other plantings; (c) maintain, clean, replace and alter recreational structures (if any); (d) maintain and replace and pay for electricity used for all common lighting and signs; (e) construct, maintain and reconstruct mailboxes; and (f) maintain wetland buffer areas, if any, as required by the City. The Association shall determine, from time to time, the design and nature of all landscaping and vegetation within the Common Elements, and its formality or informality, and may, for example, choose to leave portions of such areas in a "wild", "natural" or unmowed condition, provided that such condition is compliance with all state and local laws. The Association will not be responsible for any damage to any Owner's gardens and/or Owner's plantings due to overwatering or underwatering. All costs incurred by the Association for the forgoing shall be treated as Common Expenses. Section 2. Additional Association Obligations. In addition to the obligations set forth in Article VI, Section 1, the Association shall provide the following maintenance: snow removal (for snow in excess of 1 1/2 inches) on private sidewalks, front stoop/porch and driveways; lawn maintenance (e.g. watering, mowing, trimming and fertilizing); and the Irrigation System and otherwise maintain, all to the extent the Board, in its sole discretion, deems necessary or desirable, all lawns and at such members' sole option the exterior plantings on the Lots for which the Association is responsible hereunder. Any and all Owner plantings shall be subject in each instance to the prior written approval of the Board and subject to the Board's right to disapprove any plantings and/or locations which in its sole discretion deems undesirable or disharmonious. If the Association fails to properly care for the Common Elements, then, after providing at least thirty (30) days prior written notice to the Association and an opportunity to cure, the City may, but shall have no obligation to, enter the Property and correct such failing and send a bill for the reasonable cost of such correction to the Association. The Association shall promptly pay such amount to the City. Should the Association fail to timely pay such amount, the City may assess the amount due along with any costs of the assessment to the Common Elements and Declarant, on behalf of itself and its successors and assigns as owner(s) of the Common Elements, hereby specifically waives any right to appeal such assessments. Section 3. Owner's Maintenance. Each Owner shall be responsible for: (i) the upkeep and maintenance of such Owner's residence, garage, driveway, private sidewalks, rear patio/deck and all other areas, features or parts of the Lot; (ii) ice on private sidewalks, front stoop/porch and driveways, to the extent not otherwise maintained by the Association or the 13 City; (iii) sump pump discharge line(s); and (iv) maintaining the residence free of hazardous substances, vermin, cockroaches, pests and debris which may pose a threat to the health or safety of occupants of other Lots. Every Owner must perform promptly all cleaning, maintenance and repair work within that Owner's Lot, which, if omitted, would affect the Common Elements or another Lot or Lots, being expressly responsible for the damages and liabilities that failure to do so may engender. Without limiting the generality of the foregoing, the Association may require an Owner to remove offending landscaping, or to use a professional exterminator, and upon failure of the Owner so to do, the Association, after reasonable notice, may enter the Lot, with an appropriate contractor, and take corrective action, charging the Owner of such Lot for the reasonable cost thereof. An Owner shall do no act nor allow any condition to exist upon their Lot which will materially and adversely (i) affect the other Lots or homeowners, or (ii) detract from the overall appearance of the Property as a whole. Section 4. Services. The Association may obtain and pay for the services of any persons or entities, to manage its affairs, or any part thereof, to the extent it deems advisable, as well as such other personnel as the Association shall determine to be necessary or desirable for the proper operation of the Property, whether such personnel are furnished or employed directly by the Association or by any person or entity with whom or which it contracts. The Association may obtain and pay for legal and accounting services necessary or desirable in connection with the operation of the Property or the enforcement of this Declaration. Section 5. Personal Property for Common Use. The Association may acquire and hold for the use and benefit of all of the Owners tangible and intangible personal property and may dispose of the same by sale or otherwise. ARTICLE VII. ARCHITECTURAL CONTROLS Section 1. Committee Authoritv. From and after completion of the initial dwelling/house upon each Lot, no residential building, and no fence, wall, garage, outbuilding or other structure, nor any wire, pipe, cesspool, septic tank, well, path, walkway, tree, hedge, driveway, aerial, antenna, or exterior ornament of any kind, nor any addition, removal, alteration, or remodeling thereof, including change of color, repainting or redecorating of the exterior, shall be made, erected, altered, placed or permitted to remain on any portion of the Property unless and until detailed plans and specifications and proposals, including plans which show the external design, the colors and color scheme, the decoration, the construction, and the materials to be used in construction, the dimensions, and the location and approximate cost of the same shall have been submitted to and approved in writing by the Committee as to harmony of the external design and location in relation to surrounding buildings in the subdivision and as to general appearance and quality. If the Committee fails to approve or disapprove such design and location within thirty (30) days after said plans and specifications have been submitted to it (in such reasonable detail as the Committee may require), or if no suit to enjoin the making of such construction, removal, additions, alterations, or changes has been commenced within forty-five (45) days of such submission, such approval will be deemed to have been given. If no such submission has been made to the Committee or its representatives, suit to enjoin or remove such additions, alterations or changes may be instituted at any time by the Association or any 14 Owner. The Board, on request, will issue a certificate as to the state of compliance or noncompliance of a particular Lot, and any such certificate will be binding as to third parties. Any deviation from said plans and specifications as approved which in the judgment of the Committee is a substantial change or a detriment to the appearance of the structure or of the surrounding area shall be corrected to conform to the plans and specifications as submitted. Section 2. Prompt Completion. Every structure constructed or reconstructed on a Lot, after the initial construction of a residence by Declarant, must be erected and completed within twelve (12) months of approval by the Committee, or new approval must be obtained. If any structure is begun, and is not completed within twelve (12) months after approval by the Committee, and in the judgment of the Committee is by reason of its incomplete state of offensive or unsightly appearance, the Committee, at its discretion after ten (10) days written notice to the Owner, may take such steps as may be necessary, in its judgment, to improve the appearance so as to make the property harmonious with neighboring properties, including entering upon the Lot, completion of the exterior of the structure, screening or covering of the structure, removing the structure and restoring the Lot to its previous condition, or any combination thereof or similar operation, and the amount of any expenditure made in so doing shall be a lien on the Lot enforceable in like manner as assessments hereunder. Section 3. Declarant's Rights. Nothing contained in this Article shall be deemed to prohibit or limit Declarant or any builder(s) designated by Declarant from constructing the initial dwelling/house on each Lot, or making changes to the plans, specifications, and appearance of such buildings during initial construction on each vacant Lot, but all buildings shall be consistent in terms of quality and harmonious in general appearance with previously constructed buildings. Section 4. Composition of Committee. Prior to the expiration of all of Declarant's Special Declarant Rights hereunder, the Committee shall be appointed by Declarant. Thereafter, the Committee shall be the Board, or a committee of three (3) or more persons so designated by the Board. Section 5. Restoration in Accordance with Original Plans. Any restoration or repair of the Common Elements or exterior of any dwelling and garages, after a partial condemnation or damage due to an insurable hazard, shall be performed substantially in accordance with the Declaration and the original plans and specifications, unless other action is approved by the Committee and by the holders of Mortgages on Lots which have at least fifty-one percent (51 %) of the votes of Lots subject to Mortgages. Section 6. Removal and Abatement. The Committee or the Board shall have the right to order an Owner to remove or alter any structure on any Lot erected in violation of the terms of this Declaration, and to employ appropriate judicial proceedings to compel the alteration or demolition of any nonconforming construction or other violation; or take whatever steps are deemed necessary to cure such violation. Any cost incurred by the Committee may be levied as a maintenance assessment as provided in Article V, Section 4, above. 15 ARTICLE VIII. GENERAL RESTRICTIONS, OBLIGATIONS AND RIGHTS OF OWNERS Section 1. Lot Restrictions. No more than one dwelling shall be erected or maintained on each Lot, and no Lot as originally platted shall be further subdivided or partitioned. No garage or other building, except a permanent residence, shall be used at any time as a residence or sleeping quarters, either temporarily or permanently. No Lot shall be used for purposes other than as a single residential lot, nor shall any trade or business of any kind be carried on within or upon a Lot or on the Common Elements, without the express written approval of the Board and any governing authority that has jurisdiction over home occupations, nor shall any Lot or any part thereof be leased, sublet, assigned or suffered to be used for hotel or transient occupancy, provided that none of the following activities shall be considered a violation of this covenant: A. Business Use. The maintenance of a business and sales office by Declarant on Lots until the last Lot is conveyed to an Owner other than Declarant. B. Management Office. The maintenance of an office by the Association or its designated manager for purposes of management of the Property. C. Rentals. Lease or rental of a Lot for purposes consistent with this Section. Any lease between an Owner and a lessee shall be in writing and rights of lessee thereunder shall be subject in all respects to the provisions of this Declaration. Any lease shall further provide that any failure of the lessee to comply with the terms of this Declaration shall be a default under the lease. A lease must be for the entire Lot and home located thereon, not a portion thereof. No such lease may be for a period less than six (6) months. Upon request, such Owner shall provide the Association with a copy of the lease, but rental amounts may be redacted. D. Home Office. The use of a Lot by an Owner for home office or studio uses which are incidental to the principal residential use of the Lot, which do not invite or generate regular or frequent visits by clients, customers, employees, co-workers or the public, and which do not alter the residential character of the Lot or the Property. No in -home daycare business shall be permitted. Section 2. Obstructions. There shall be no obstruction of the private roadways or Common Elements, nor shall anything except reasonable construction materials and equipment be kept or stored on any part of the private roadways or Common Elements during the construction period without the prior written consent of the Association or except as specifically provided herein. Section 3. Prohibition of Damage and Certain Activities. Nothing shall be done or kept on any Lot or any part thereof which would increase the rate of insurance on the Property or any part thereof over what the Association, but for such activity, would pay, without the prior written consent of the Association. Nothing shall be done or kept on any Lot, the Common Elements or any part thereof which would be in violation of any statute, rule, ordinance, regulation, permit or other validly imposed requirement or any governmental body. No damage to, or waste of, the Common Elements or another Lot, or any part thereof, shall be committed by any Owner or any 16 invitee of any Owner, and each Owner shall indemnify and hold the Association and the other Owners harmless against all loss resulting from any such damage or waste caused to the Association or to other Owners by such Owner or such Owner's invitees. No noxious, destructive or offensive activity shall be allowed on any Lot, the Common Elements or in the private roadways or any part thereof, nor shall anything be done thereon which may be or may become a nuisance to any other Owner or to any other person at any time lawfully residing on the Property. Section 4. Prohibited Structures. No perimeter fences (chain link or wood), sheds, mobile -trailers, motorhomes, campers, camper -buses, tents, or shacks shall be installed, located, stored, constructed or maintained on any Lot, except enclosed within the garage. The Board, in its sole discretion, may grant a waiver to allow a decorative fence around a patio or for additional screening purposes. In granting a waiver, the Board shall consider the impacts on yard maintenance, views from adjacent properties, and the type of material. In no case shall a waiver be granted for a fence that extends around the perimeter of the rear yard. Section 5. Storage. No furniture, vehicles, sporting equipment or other personal property may be stored on any part of the Common Elements without the express written approval of the Board. Section 6. Parking of Vehicles. No boats, snowmobiles, trailers, camping vehicles, buses, camper tops, "all terrain vehicles", tractor/trailers, trucks in excess of 9,000 pounds gross weight or unlicensed or inoperable vehicles shall at any time be stored or parked (i) on any Lot outside of a house or garage or (ii) on any part of the Common Elements or the private roadways. Section 7. Wells. No wells may be installed on any Lot without the express written approval of the Board. Section 8. Rules and Re -ulations. The Board from time to time shall adopt such other rules and regulations governing the use and enjoyment of the Common Elements as the Board of Directors in its sole discretion deems appropriate or necessary. Section 9. No Timeshares. Timeshares as defined in the Act are not permitted within the Property. ARTICLE IX. RIGHTS FOR THE PROTECTION OF FIRST MORTGAGES Section 1. Precedence. The provisions of this Article take precedence over any other conflicting provisions of this Declaration. Section 2. Notice of Action. Any Eligible Mortgage Holder and any insurer or guarantor of a first Mortgage on a Lot who has advised the Association in writing of its name and address and the address of the Lot covered by such Mortgage, and in said writing has requested the Association to notify it of any of the following, will be entitled to timely written notice of: 17 A. Condemnation/Casualty. Any condemnation loss or any casualty loss which affects a material portion of the project or any Lot on which there is a first mortgage held, insured, or guaranteed by such mortgage holder or insurer or guarantor, as applicable; B. Owner Default. Any delinquency in the payment of assessments or charges owed, or any other default in the performance of any obligation under this Declaration or the Bylaws or the Articles by an Owner of a Lot subject to a first mortgage held, insured, or guaranteed by such Eligible Mortgage Holder or insurer or guarantor, which remains uncured for a period of sixty (60) days; C. Action Requiring Mortgage Holder Consent. Any proposed action which would require the consent of a specified percentage of mortgage holders as provided in this Declaration. Section 3. No Right of First Refusal. The right of an Owner to sell, transfer, or otherwise convey his Lot will not be subject to any right of first refusal or any similar restriction in favor of the Association or other Owners. Section 4. Liability for Unpaid Assessments. Any Eligible Mortgage Holder who obtains title to or comes into possession of a Lot pursuant to the remedies provided in the mortgage or by foreclosure of the mortgage or by deed or assignment in lieu of foreclosure, and any purchaser at a foreclosure sale shall not be liable for the unpaid assessments of the Lot which accrue prior to the acquisition of title to such Lot by the mortgagee. Section 5. Certain Amendments: FHLMC Clause. In addition to all other requirements set forth herein, unless at least seventy-five percent (75%) (or such higher percentage as is required by law or this Declaration) of the Eligible Mortgage Holders or their assigns (based upon one vote for each first mortgage owned), and at least seventy-five percent (75%) (or such higher percentage as is required by law or this Declaration) of the Owners (other than any sponsor, developer, or builder, including the Declarant) of the Lots (based upon one vote for each Lot) have given their prior written approval, neither the Association nor the Owners shall be entitled to: A. Termination. Terminate the legal status of the project (except in accordance with procedures set forth in this Declaration and/or the Bylaws in the event of amendment or termination made as a result of destruction, damage or condemnation); B. Insurance Proceeds. Use hazard insurance proceeds for losses to any Common Elements other than the repair, replacement or reconstruction of such Common Elements; C. Abandon or Encumber. By act or omission, abandon, partition, subdivide, encumber, sell or transfer the Common Elements (the granting of easements for public utilities or for other public purposes consistent with the intended use of the Common Elements shall not be deemed a transfer). Section 6. Certain Amendments: FNMA Clause. In addition to all other requirements set forth herein, the written joinder of Owners representing at least seventy-five percent (75%) (or such higher percentage as is required by law or this Declaration) of the total allocated votes of the Owners, and the written consent of Eligible Mortgage Holders representing at least fifty-one percent (51 %) (or such higher percentage as is required by law or this Declaration) of the votes of Lots that are then subject to mortgages held by Eligible Mortgage Holders shall be required to add or amend any material provisions of the constituent documents applicable to the Property. A change to any of the following would be considered material: A. Voting. Voting rights; B. Assessments. Assessments, assessment liens or subordination of such liens; C. Maintenance. Reserves for maintenance, repair and replacement of the Common Elements; D. Insurance. Insurance or Fidelity Bonds; E. Reallocation. Reallocation of interests in the Common Elements, or rights to their use; F. Maintenance Obligations. Responsibility for maintenance and repair of the several portions of the Property; G. Conversion. Convertibility of Lots into Common Elements or of Common Elements into Lots; H. Leasing. Leasing of Lots; I. Restrictions. Imposition of any right of first refusal or any other restrictions on the right of an Owner to sell, transfer, or otherwise convey his or her Lot; J. Mortgage Holders. Any provisions that expressly benefit mortgage holders, insurers or guarantors; K. Self -Management. A decision by the Association to establish self -management when professional management had been required previously by an Eligible Mortgage Holder; L. Damage/Condemnation. Restoration or repair of the Property (after a hazard damage or partial condemnation) in a manner other than that specified in this Declaration and the Bylaws; M. Termination. Any action to terminate the legal status of the Association after substantial destruction or condemnation occurs (except in accordance with procedures set forth in this Declaration and the Bylaws in the event of amendment or termination made as a result of destruction, damage or condemnation or with respect to a reallocation of interests in the Common Elements which might occur pursuant to any plan of expansion or phased development contained in the original constituent documents). 19 In each instance of an addition or amendment, an Eligible Mortgage Holder who is given a written proposal for such amendment and from whom, no response is received within thirty (30) days after notice of the proposal is given, shall be deemed to have approved such proposal. Section 7. Termination Not In Conseauence of Destruction or Condemnation. When Owners are considering termination of the legal status of the Association for reasons other than substantial destruction or condemnation of the Property, the Eligible Mortgage Holders representing at least sixty-seven percent (67%) of the votes of the mortgaged Lots must consent to any such action in writing before the action can take effect. Section 8. Examination of Books and Records. First Mortgagees and holders, insurers and guarantors of first Mortgages shall have the right to examine the books and records of the Association, as set forth more fully in the Bylaws. Section 9. Distribution of Insurance Proceeds and Condemnation Awards. No provision of this Declaration or the Bylaws shall be construed as giving to the Owner or to any other party priority over any rights of first Mortgagees pursuant to their Mortgages in the case of a distribution to Owners of insurance proceeds or condemnation awards for losses to or a taking of any portion of a Lot or improvements thereon. Section 10. Designation of Representative. Any Eligible Mortgage Holder may designate a representative to attend meetings of Members. Section 11. Modification of Certain Mort2a2e-Related Sections By Declarant. Notwithstanding anything in this Declaration to the contrary, the Declarant may unilaterally amend Sections 5 and 6 of this Article so as to conform to the then -current requirements of FNMA and/or FHLMC. ARTICLE X. INSURANCE Section 1. Maintenance of Insurance. Commencing not later than the time of the first conveyance of a Lot to an Owner other than Declarant, the Association shall maintain, to the extent reasonably available, the following insurance. A. Property. Hazard and Liability Insurance for improvements located on the Common Elements. The Association shall procure fire and extended coverage on insurable common property on a current replacement cost basis in an amount not less than one hundred percent (100%) of the insurable value (based on current replacement only), and shall use the proceeds of such hazard insurance solely for the repair, replacement or reconstruction of such insurable common property including insured improvements. B. Workers' Compensation. Workers' compensation insurance (if the Association has eligible employees); 20 C. Liability. Comprehensive public liability insurance in such amounts and with such coverage as the Board shall from time to time determine, but at least: (1) covering events occurring anywhere on the Common Elements, and any other areas that are under supervision of the Association, or arising out of or in connection with the use, ownership or maintenance thereof; (2) covering, without limitation, legal liability of the Association for property damage, bodily injuries and deaths of persons in connection with the operation, maintenance or use of the Common Elements, and any other areas that are under its supervision, and legal liability arising out of lawsuits related to employment contracts of the Association, and such other coverages as are customarily covered with respect to projects similar in construction, location, and use; (3) insuring each officer and member of the Board, the managing agent and each Owner and with cross liability endorsement to cover liabilities of the Owners as a group to an Owner and with a "Severability of Interest Endorsement" which would preclude the insurer from denying the claim of an Owner for the negligent act of another Owner, occupant or the Association; and (4) in amounts generally required by private institutional mortgage investors for projects similar in construction, location and use, provided that such coverage shall be for at least $1,000,000 for bodily injury, including deaths of persons and property damage arising out of a single occurrence. D. Other Insurance. Such other insurance as the Board may determine. Section 2. Proceeds. Proceeds of casualty insurance on the Common Elements and other common property shall be used only for the purpose of rebuilding or functionally replacing damaged improvements. Section 3. Insurance Premiums. Insurance premiums for any insurance coverage purchased by the Association shall be Common Expenses to be paid by assessments levied by the Association and used solely for the payment of the insurance premiums as such premiums become due. Section 4. Fidelity Bonds. The Association may maintain blanket fidelity bonds for all officers, directors, trustees, and employees of the Association and all other persons handling or responsible for funds of or administered by the Association. Furthermore, where the Association has delegated some or all of the responsibility for the handling of funds to a management agent, such bonds shall be required for the agent's officers, employees and agents handling or responsible for funds of, or administered on behalf of, the Association. The total amount of fidelity bond coverage required shall be based upon best business judgment and shall not be less than the estimated maximum of funds, including reserve funds, in the custody of the Association or the management agent, as the case may be, at any given time during the term of each bond. However, in no event may the aggregate amount of such bonds be less than a sum equal to three (3) months 21 aggregate assessments on all Lots plus reserve funds. Fidelity bonds required herein must meet the following requirements: A. Fidelity Bonds. fidelity bonds shall name the Association as obligee; B. Defense Waivers. the bonds shall contain waivers by the issuers of the bonds of all defenses based upon the exclusion of persons serving without compensation from the definition of "employees", or similar terms or expressions; C. Premiums. The premiums on all bonds required herein for the Association (except for premiums on fidelity bonds maintained by a management agent for its officers, employees and agents) shall be paid by the Association as a common expense; D. No Modification. The bonds shall provide that they may not be canceled or substantially modified (including cancellation for nonpayment of premium) without at least ten (10) days' prior written notice to the Association or to any insurance trustee and each servicer on behalf of FNMA. ARTICLE XI. SPECIAL DECLARANT RIGHTS In addition to the Declarant's rights set forth in Article VII, Declarant hereby reserves the exclusive authority, for itself and its successors and assigns, to exercise the following rights for as long as it or they own a Lot and/or any portion of the Additional Real Estate that can be added to the Property, or for any shorter period indicated: Section 1. Add Additional Real Estate. To add up to seventeen (17) additional lots and/or Common Elements to the Property from the Additional Real Estate, as contemplated in Article XII below, and to extend roads and utilities to the Additional Real Estate. Section 2. Complete Improvements. To complete any dwellings and other improvements indicated on the Plat, planned by Declarant, authorized by the City or allowed by the Declaration, and to make improvements in or to the Lots owned by the Declarant in furtherance of the exercise of any Declarant Rights, without the approval of the Board or a committee appointed by it as provided in Article VII above. Section 3. Sales Facilities. To construct, operate and maintain a sales office, management office, model dwellings and other development and sales facilities within and within any Lots owned by Declarant or authorized builders from time to time. Section 4. Suns. To erect and maintain signs and other sales displays offering the Lots for sale or lease, in or on any Lot owned by Declarant or authorized builders. Section 5. Easements. To have and use easements, for itself, its employees, contractors, builders, representatives, agents, prospective purchasers and other invitees through and over the yard areas of the Lots for the purpose of exercising its Declarant Rights under this Article. 22 Section 6. Control of Association. To control the operation and administration of the Association, including without limitation the power to appoint and remove the members of the Board, until the earliest of. (i) voluntary surrender of control by Declarant; or (ii) the date at which Declarant no longer owns a Lot for sale. An Association meeting shall be held within sixty (60) days after the earliest to occur of the foregoing events at which time the Owners shall elect two members of the Board. Declarant shall retain the power to appoint and remove one member of the Board until such time as Declarant no longer owns a Lot. Thereafter, all members of the Board shall be elected by the Owners in accordance with the Bylaws. Section 7. Declarant's Liabilitv for Assessments. To have the benefit of the alternative rate of Assessment as provided in Article V, Section 8 above. Section 8. Abbroval of Exterior Features. To review, and approve or disapprove, the exterior design, materials, size, site location and other exterior features of the dwellings and other structures, landscaping and other exterior improvements located upon the Property, and any modifications or alterations thereto. Section 9. Consent to Certain Amendments. To consent, or withhold consent, to any amendment to this Declaration, the Articles and Bylaws or any rules and regulations of the Association. Section 10. Relocate Boundaries and Alter Lots. To relocate boundaries between Lots and to otherwise alter Lots owned by it, to the extent permitted by the County. Section 11. Transfer of Declarant Rights. To transfer some or all of the Declarant Rights, temporarily or permanently, by a separate instrument signed by the Declarant and the transferee, and recorded against the portions of the Property, subject to the following qualifications. A. Liability. Upon transfer of any of the Declarant Rights, the liability of the Declarant shall be as follows: (i) the Declarant shall be liable for any obligation or liability arising out of its acts or omissions occurring before the transfer; (ii) the Declarant shall be liable for any obligation or liability relating to any Declarant Rights retained by the Declarant; and (iii) the Declarant shall not be liable for any act or omission arising from the exercise of Declarant Rights by the transferee of the Declarant Rights. B. Recording of Transfer. Any transferee of the Declarant Rights shall be entitled to exercise such Declarant Rights from and after the date of recording of the instrument transferring the rights. The transferee shall thereafter be subject to all of the obligations with respect to the rights transferred; except (i) misrepresentations of the Declarant; (ii) warranty obligations of the Declarant; (iii) breach of fiduciary obligations by the Declarant or by any officers or members of the Board appointed by the Declarant; (iv) any liability or obligation imposed on the Declarant as a result of the Declarant's acts or omissions after the transfer; and (v) any liability arising out of any Declarant Rights retained by the Declarant. 23 ARTICLE XII. ADDITIONAL REAL ESTATE Section 1. Annexation. Subject to Article IX above, additional residential property and/or Common Elements, may be annexed to the Property with the consent of seventy-five percent (75%) of the Owners. Notwithstanding the foregoing, for as long as Declarant owns a Lot or any Additional Real Estate (the "period of Declarant control"), additional Lots and Common Elements within the Additional Real Estate may be annexed by the Declarant (or in the event that the holder of a Mortgage on land within the Additional Real Estate acquires title to such land by foreclosure or by deed in lieu thereof, then by such holder or its assignee) without the consent of the other Owners or Mortgagees, provided that (1) the FHA or VA determines that the annexation is in accord with the general plan of development heretofore approved by them, or (2) Declarant (or such holder) then avers that neither the FHA nor the VA had then approved such a general plan for this development. The Declarant may unilaterally waive or restrict any part of this right of annexation at any time by recording with the County Recorder/Registrar a written instrument thereof executed by it, except that such waiver or restriction shall not be effective against any land within the Additional Real Estate which is then subject to a mortgage of record unless and until the holder of such mortgage consents to such waiver or restriction in writing. Section 2. Supplemental Declarations. Such annexation shall be accomplished by means of one or more Supplemental Declarations which shall state which portions, if any, of the Additional Real Estate shall constitute Lots and Common Elements, and shall be executed by Declarant (or such holder) and recorded with the County Recorder/Registrar. Section 3. Voting. Votes and other rights of Owners shall adhere to the Lots so annexed from and after the date of recording of the respective Supplemental Declarations. Section 4. Assessments. To the extent annual assessments have been commenced prior to such annexation, assessments with respect to all Lots added by each respective Supplemental Declaration shall commence on a date fixed by the Board no later than sixty (60) days following the conveyance of the first such Lot to an Owner other than Declarant. Section 5. Common Elements Improvements. All intended Common Elements improvements in future phases so annexed must be substantially completed within three (3) years of annexation. Section 6. Taxes. All taxes and other assessments relating to the property added pursuant to such annexation and covering any period prior to the Property pursuant to such annexation, must be paid at the time of annexation. Section 7. Architectural Compatibility. Any improvements or other structures created on the Additional Real Estate added to the Property shall be compatible with the improvements and structures which are part of the Property in terms of architectural style, quality of construction, principal materials employed in construction and size, subject to: (i) any changes required by governmental authorities or lenders, and (ii) any interior and minor exterior changes made by Declarant to meet changes in the market. 24 ARTICLE XIII. GENERAL PROVISIONS Section 1. Ri2ht to Cure. If any Owner violates any covenant or fails to perform any condition contained in this Declaration, the Association may perform the act, remove the defect or correct the violation upon thirty (30) days written notice to the Owner. If the Association so acts on behalf of an Owner, the Association may levy an assessment against the Owner's Lot for the cost of the performance or correction as a maintenance assessment as provided in Article V. Section 2. Enforcement. Enforcement of these covenants and restrictions and of the provisions contained in the Articles and the Bylaws (and of decisions made by the Association pursuant thereto) may be by any proceeding at law or in equity instituted by the Association or by any Owner against any person (including the Association) violating or attempting to violate any covenant or restriction, either to restrain violation, to compel compliance, or to recover damages, and to enforce any lien created by these covenants. Failure by the Association or by any Owner to enforce any covenant or restriction herein contained shall in no event be deemed a waiver of the right to do so thereafter. Attorneys' fees and costs of any such actions to restrain violation or to recover damages as determined by the court shall be assessable against and payable by any persons violating the terms contained herein. Section 3. Mergers. Upon a merger or consolidation of the Association with another corporation as provided in the Articles and Bylaws, its properties, rights and obligations may, by operation of law, be transferred to another surviving or consolidated association or corporation, or, alternatively, the properties rights and obligation or another corporation may, by operation of law, be added to the properties, rights, and obligations of the Association as a surviving corporation pursuant to a merger. The surviving or consolidated corporation may administer the covenants and restrictions established upon any other properties as one entity. No such merger or consolidation, however, shall effect any revocation, change or additions to the covenants established by this Declaration within the Property, except as hereinabove provided. Section 4. Access. For the sole purpose of performing repairs and maintenance authorized by this Declaration, the Association, through its duly authorized agents or employees, shall have the right, after reasonable notice to the Owner (except in an emergency), to enter upon any Lot. If the Association authorizes any sort of master cable or community television or data system, each Owner hereby authorizes access to the Owner's Lot upon reasonable notice for the purpose of installing the conduits and fixtures necessary to serve such Lot, without regard to whether the Owner then elects to subscribe to or use such system. Section 5. Severability. Invalidation of any one of these covenants or restrictions by legislation, judgment or court order shall in no way affect any other provisions which shall remain in full force and effect. Section 6. Duration. The covenants and restrictions of this Declaration shall run with and bind the land, and shall inure to the benefit of and be enforceable by the Association or any Owner, their respective personal representatives, heirs, successors and assigns, for a term of twenty (20) years from the date this Declaration is recorded, after which time the covenants and restrictions shall be automatically renewed for successive periods or ten (10) years, unless 25 terminated by recording a statement approved by the Owners and Eligible Mortgage Holders in the same percentages required to amend this Declaration. The City must be provided at least thirty (30) days prior written notice before the common interest community can be terminated pursuant to this Section. Further, the proposed termination shall not be effective unless and until the Association validly assigns all Common Elements maintenance obligations to another homeowners association entity reasonably capable of and willing to assume such obligations, or otherwise assigns such obligations to the Lots. In the event the obligations are assigned to the individual Lots, then the City shall have the right, but not the obligation, to perform such obligations and assess all of the Lots, on a pro rata basis, for the costs incurred by the City in connection with such maintenance obligations and such transfer of obligations to the Lots shall include a waiver of rights to appeal such assessments. Section 7. Amendments. The covenants and restrictions of this Declaration may be amended as follows: A. By Declarant. Declarant may amend this Declaration by its signature alone, at any time until such time as Declarant no longer owns any Lot or any Additional Real Estate. B. By the Owners. The Owners may amend this Declaration at any time by a vote of not less than sixty-seven percent (67%) of the Owners eligible to vote, including but not limited to Declarant (if Declarant still owns any Lot or Additional Real Estate). Consent of Owners may be obtained in writing or at a meeting of the Association duly held in accordance with the Bylaws. An Affidavit of the Secretary or President of the Association as to the outcome of the vote, shall be adequate evidence thereof for all recording of the amendment. or the execution of the foregoing consents, purposes including, without limitation, the Any amendment of this Declaration must be in writing, which writing must be properly recorded or filed in the office of the Wright County Registrar of Titles and/or Recorder, as applicable. Certain amendments also require additional approval as specified in Article IX and/or Article XI herein. In addition, any amendment which affects the maintenance of the Common Elements or the landscaping located within the Lots, shall be subject to the written consent of the City, which consent shall not be unreasonably withheld, conditioned or delayed. In addition to the other requirements for amendment of this Declaration or the Bylaws, until the last conveyance of a Lot by Declarant to an Owner other than Declarant, the written joinder and consent of the Declarant shall be required for any amendment of either this Declaration or the Bylaws which shall abolish, diminish or restrict Declarant's rights hereunder to complete improvements, to maintain sales and management offices and models, to maintain signs and advertise the project, or to use easements through the Property for purposes of constructing improvements or marketing the project. This right may be waived in whole or part at any time by recording a written waiver executed and acknowledged by Declarant. Section 8. Successor Declarants. No party shall succeed to or be assigned the rights of Declarant hereunder unless (i) such party owns fee title to some portion of the Property and/or the Additional Real Estate, and (ii) an assignment and assumption agreement, executed by the then- 26 current Declarant and such party is recorded pursuant to which the rights and obligations of the Declarant are assigned to and assumed by such party. Section 9. Notices. Any notice required to be sent to any Member (or Owner) under the provisions of this Declaration shall be deemed to have been properly sent when mailed, postage prepaid, to the last known address of such Member appearing on the records of the Association at the time of such mailing. In the case of multiple Owners of a Lot, notice to any one of such Owners shall be deemed notice to all. Section 10. Captions. The Article and Section headings of this Declaration are intended for convenience only and shall not be given any substantive effect. Section 11. Construction. If an apparent conflict exists between this Declaration and the Bylaws, the provisions of this Declaration shall govern. The use of pronouns such as "his", and "him" are for literary purposes and mean whenever applicable the plural and female forms. [Signature Page Follows] 27 IN WITNESS WHEREOF, Declarant has caused this document to be executed as of the day and year first above written. JPB LAND, LLC Its: STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me on , 202 , by , the of JPB Land, LLC, a Minnesota limited liability company, on behalf of the company. Notary Public This instrument was drafted: Thomas F. Alexander Larkin Hoffman Daly & Lindgren Ltd. 8300 Norman Center Drive, Suite 1000 Minneapolis, MN 55437-1060 Telephone: (952) 896-3375 EXHIBIT A PROPERTY The legal description of the Property is as follows: Lots 3-9 and 27-29, Block 7, all in Meadowbrook, Wright County, Minnesota 29 EXHIBIT B COMMON ELEMENTS The Common Elements is described as follows: None initially 30 EXHIBIT C ADDITIONAL REAL ESTATE The Additional Real Estate is described as follows: Lots 10-26, Block 7, all in Meadowbrook, Wright County, Minnesota 4895-0064-2295, v. 1 N co00 r N N co <$!8 *$:,,,8" "82 ;=$A"2/! *+$A"2/ *„B,,,$""'#"B" C+$%&"", (?<",<,, <$8/6B"<<<$<"$ 9D-"?=E !6#B" $,,,,,,,,,<"$"<$"/ 6B""#"$"$""'#"?$_""$?$„ #BB";=?"F_""$ $/*„ ??"$B"?#-"$"_$_ V 4"$?=B"<$A""<##$%#BB""0 -_,,,,,,B"<$<"$=/ / 6B"<#$"G$"F<"$,,,,$$_„ _,,,,,,F,,,,,,B„ / 6B"$B"#B"B" $-"= / ;?$#BB"B"$?B"<#"$,,,,,,,, B+1 %"<$%#„#„ #BB"$,,,,,,/ 3<$_$,,11#11"<< ,,,,B"$/ / *B?$"<$"'$_? _,,,,B,,,,,,$?= 8-$#"$"",#BB""8 ="_$"G$""/ ; <,,,,/ 9/ $",#$"<<$'?$,,,,,,B"$ -$„$,,,,#BB"$ D/ $"'?$><?$B"?,,,,<= $$"B,,,$B"<$<"$="/ "gio <$i8 / "B....... <$"'$„= B"<B'... /2" B"<B....... $H"B$� �„#� "$/ .<'8%#" / *B?<8<$„.$„'> "<B,.,,O_„ <B##B$,,.,$„<$<""$.,.,. 8<A„$.„,8 $"'?"0-=?$$$„8„/ ;<Illl#>B" B";=F:$<"?$ * B? <<$"m <$""> $""<-<$ 7 n "'#/ --"-B- B"" B n n B mi #"/ !/ ;="-$$"G$"B$H „. $$„"'-B""! l ,._<,,,,?$$8/:""$ =8B"B$H$I" $! 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Consideration of suspending nuisance enforcement of any violation of City Code Section 91.04(16)(b)(c) from May 1-31, 2025, in recognition of "No Mow May" Prepared by: Meeting Date: ® Consent Agenda Item Community Development Director Reviewed by: City Clerk, Park, Art & Recreation Director, Chief Building & Zoning Official, Communications Specialist ACTION REQUESTED 4/28/2025 Approved by: City Administrator ❑ Regular Agenda Item Motion to suspend nuisance enforcement for any violation of City Code Section 91.04(16)(b)(c) from May 1-31, 2025, in recognition of "No Mow May." REFERENCE AND BACKGROUND The proposed action is requested in support of "No Mow May." This action would suspend the inspection, notice of violation, and further enforcement for suspected violations of grass length over 8" within 100 feet of a building. "No Mow May" is a program that encourages a window for increased pollination opportunity. Limiting the mowing of lawns in the spring increases pollen opportunity, and the chance for bees to do their important pollination work. Pollination impacts critical systems such food supply, tree health, ground cover and more. The event has seen an increase in participation both statewide and national over the past few years. Monticello's participation in 2022-2024 resulted in significant positive response within the community and beyond. During the month of May, the City typically receives 5-10 grass length complaints. This is average for the spring/summer season. However, since its inception, the program was well - received by participants, with a reduction in complaints as the program has gained in recognition in the community. As in years prior, practical implementation of "No Mow May" for 2025 will include public information to promote and inform residents and property owners of the program. The Department of Building Safety & Code Enforcement will receive talking points to address concerns registered regarding grass length violations. No registration to participate is required for property owners. City Council Agenda: 4/28/2025 City parks will participate in the "No Mow May" event in passive areas. However, lawn and grass areas adjacent to rental structures and facilities will still be maintained in accordance with code requirements for usability purposes. In addition to 'No Mow May' promotion, the City will continue to promote and educate the opportunity for managed natural landscapes, which is a year-round opportunity for residents. Budget Impact: None. In practice, the program will reduce costs by limiting the number mailings for nuisance notices. II. Staff Workload Impact: Staff time of approximately 15-20 hours is anticipated for implementation of the information campaign. This time is offset by a reduction in nuisance enforcement activities over the month of May. III. Comprehensive Plan Impact: "No Mow May" is a minor sustainability initiative in alignment with the Monticello 2040 Plan's Value Statements for a healthier and more beautiful community. Small -step initiatives, including protection of pollinator habitat relate directly to a more resilient future for the community. The Monticello 2040 Plan notes that "Sustainability touches on numerous aspects of everyday life. In practical terms, a sustainable approach reduces resource consumption, avoids pollution, considers economic resiliency, promotes development in harmony with the environment, fosters equitable distribution of City services and helps people live healthier lives." STAFF RECOMMENDED ACTION Staff recommend approval of the resolution suspending enforcement of grass length violation as an implementation strategy for a "No Mow May" program. SUPPORTING DATA A. Monticello 2040, Vision & Value Statements B. Monticello City Code, Excerpts Monticello 1)) 2040 VISION + PLAN — PHASE ONE I JANUARY 2020 This first phase of the Comprehensive Plan process, the Visioning phase, included a community engagement process to identify common values, growth aspirations and a vision to inform the planning direction for the next 20 years. The vision, value statements and preferred development scenario will serve as the foundation for creating the new Comprehensive Plan during the second phase of the planning process. The Comprehensive Plan provides a set of goals, policies and strategies for achieving Monticello's vision for the future. In 2040 the City of Monticello is an inclusive community focused around sustainable growth while maintaining its small-town character. Monticello is a Mississippi River town known for its schools, parks, biking and walking trails and vibrant downtown. Monticello is an evolving, friendly and safe community that respects the quality of its environment, fosters a sense of belonging and connection, encourages a healthy and active lifestyle and supports innovation to promote a prosperous economy. A safe, clean, and beautiful community supported by caring and helpful residents. A network of parks, open space and trail connections that provide recreation opportunities. An inclusive community welcoming people of all ages, races, religions and ethnic backgrounds. A diversified and strong local economy competitive at regional, state and national levels. A vibrant downtown that embraces the River and provides a focal point for the community. A healthy community focused on physical and mental health and wellness of its residents. A range of attainable housing options in terms of type, cost, and location. A respected school and education system serving the community. A balanced land use and transportation framework that provides options and connectivity. A thriving arts and culture scene that reflects the creativity of the community and supports a sense of place. PUBLIC NUISANCES § 91.01 GENERAL POLICY. It is determined that the uses, structures, activities, and factors described with this subchapter, if allowed to exist, will tend to be harmful to the public welfare, safety, and morals. No person shall maintain or permit to be maintained any public nuisance identified within this subchapter on property in the city that is owned, leased, rented, occupied, or otherwise in the control of the person. (Prior Code, § 7-1 -1 ) § 91.02 DEFINITIONS. For the purpose of this subchapter, the following definitions shall apply unless the context clearly indicates or requires a different meaning. Where terms are not defined this subchapter but are defined in the International Property Maintenance Code (IPMC) or elsewhere in the city code, the terms shall have the meanings ascribed to them as stated in those codes. PREMISES. Include any yard, lot, parcel, sidewalk, boulevard, street, highway, alley, park, playground, restaurant, cafe, church, school, any car or other motor vehicle, parking lot, drive-in, building used for business, commercial, or industrial purposes, washroom or lavatory, apartment hallway, or other location whether public or private in the city. PUBLIC NUISANCE. Whoever by act or failure to act does any of the following is guilty of maintaining aPUBLIC NUISANCE: (1) Annoy, injure, or endanger the safety, health, comfort, or repose of the public; (2) Offend public decency; (3) Unlawfully interfere with, obstruct, or tend to obstruct or render dangerous for passage, a lake, navigable river, bay, stream, basin, public park, square, street, alley, or highway; and (4) In any way render a considerable number of persons insecure in life or in use of property. (Prior Code, § 7-1-2) § 91.03 NUISANCES UNLAWFUL. It shall be unlawful for any person, firm, corporation, or association to maintain any public nuisance defined in this subchapter and it shall further be unlawful to do any act that is defined as a public nuisance in this subchapter. (Prior Code, § 7-1-3) Penalty, see §91.99 § 91.04 PUBLIC NUISANCE. (A) Misdemeanors. The following nuisances are declared to be misdemeanors: (1) Unwholesome substance that is brought in, deposited, left, dumped, or allowed to accumulate within the city; (2) Junk vehicles: a JUNK VEHICLE is a vehicle without a valid current license, or without a valid current registration (if applicable), or which is apparently inoperable located outside an enclosed building in a residential area including, but not limited to, automobiles, trucks, motorcycles, snowmobiles, trailers, all -terrain vehicles, and watercraft; (3) Pest harborage: (a) All exterior property shall be free from rodent harborage and infestation; (b) Boxes, lumber, scrap metal, and similar materials shall not be allowed to accumulate outside a structure in a manner that attracts an infestation of pests; and (c) Materials permitted and approved for exterior storage shall be neatly stacked. (4) Garbage and rubbish: (a) All household garbage, offal, dead animals, animal and human waste, and waste materials; (b) Accumulations of litter, glass, scrap materials (such as wood, metal, paper, and plastics), junk, combustible materials, stagnant water, plastic bags, or trash; and (c) Accumulations of clothing and any other items not designed for outdoor storage. (5) Non -trash items; (a) Accumulations of wood pallets; (b) Accumulations of vehicle parts or tires; (c) All construction and building materials unless the materials are being used at the time in the construction of a building, in which case the construction must be permitted and on a continuous uninterrupted basis; (d) All appliance or appliance parts; (e) All indoor or upholstered furniture of a type of material which is deteriorated by exposure to outdoor elements; and (f) All other non -trash items which: 1. Are of a type or quantity inconsistent with the normal and usual use; 2. Are of a type or quantity inconsistent with then intended use of the property; or 3. Are likely to obstruct or impede the necessary passage of fire or other emergency personnel. (6) Fertilizer and burial of waste: (a) No person shall leave, deposit, or cause to be placed on any private ground any garbage; and (b) Sewage, waste, debris, carcass, or other substance or matter which is offensive or unhealthy by decomposition unless the same be buried at least three feet under the surface of the ground; provided, that the use of manure and phosphorous fee fertilizer in the normal course for agriculture or horticulture is permitted. (7) Engaging within the city in any trade or employment which is hurtful to the inhabitants or dangerous to the public health, or injurious to neighboring property, or from which obnoxious odors arise, or undue noise emanates, and specifically no person shall operate a dump or garbage dumping area or rendering plant except the specific activity be authorized by the issuance of a permit as hereinafter provided; (8) Causing or permitting garbage, tin cans, or refuse to be thrown or scattered upon any street, alley, highway, parkway, boulevard, or real estate; (9) Causing or permitting detached structures not requiring a building permit that do not conform to the following requirements: (a) All such detached structures shall be constructed of uniform building grade material; (b) All sides, roof, and floor shall be securely fastened to the interior frame of the detached structure; (c) All surfaces of the detached structures shall be stained, sealed, or painted; (d) Exterior metal surfaces shall be treated with materials designed to resist corrosion; (e) Structures that do not have slab floors shall have a rodent barrier that extends eight inches under the surface of the ground along the perimeter of the outside wall of the structure; (f) All the detached structures shall be permanently anchored to the ground; (g) Storage sheds erected after the adoption of the zoning ordinance shall meet district setback requirements; and (h) Detached structures shall be erected in the side or rear yard of any residence. (10) Consumption of beer, wine, or liquor in public except as provided by law; (11) Strewing, scattering, littering, throwing, or disposing of any garbage or refuse onto any premises except into receptacles provided for such purposes; (12) Marking with ink, paint, chalk, or other substance, or posting handbills on, or in any other manner defacing or injuring any public or private building or place within the city, or marking, defacing, or injuring fences, trees, lawns, or fixtures appurtenant to or located on the site of the buildings, or posting handbills on the fences, trees, or fixtures, or place a sign anywhere on any site except as permitted by the owner thereof; (13) Lingering about the doorway of any building, or sitting or lingering upon the steps, window sills, railing, fence, or parking area adjacent to any building in a manner as to obstruct or partially obstruct ingress to or egress from the building or in a manner to annoy the owner or occupant; (14) Obstructing pedestrian or vehicular traffic or otherwise causing an obstruction or interference with premises or rendering any premise dangerous for passage except in cases of emergency; (15) Failing or refusing to vacate or leave any premises after being requested or ordered, either orally, in writing, or by posted sign, to do so by the owner, agent, manager, or person in charge thereof, or by any law enforcement agent or official, and also the return at any time thereafter to any such premises after having been so requested or ordered to vacate or leave the premises; (16) Maintaining nuisance vegetation as follows: (a) In any area the existence of any noxious or poisonous vegetation such as poison ragweed or other poisonous plants, or any weed, grass, brush, or plants which are a fire hazard or otherwise detrimental to the health or appearance of the neighborhood; (b) In any area within 100 feet of the nearest building, the existence of weeds or grass in excess of eight inches in height or any accumulation of dead weeds, grass, or brush; or (c) In any area on an occupied lot, the existence of weeds or grass in excess of eight inches in height or any accumulation of dead weeds, grass, or brush. (17) All other conditions or things that are likely to cause injury to the person or property of anyone; and (18) Dense smoke, noxious fumes, gas, soot, or cinders in unreasonable quantities. (B) Petty misdemeanors. The following nuisances are declared to be petty misdemeanors: (1) Racing the motor of any motor vehicle so as to cause unnecessary and unreasonable noise; (2) Causing, producing, or creating any unnecessary and unreasonable notice by shouting, mechanical means, the blowing of motor vehicle horns, or any similar noise; (3) Improper or annoying use of spot lights onto persons or premises; (4) Using profane, abusive, indecent, or threatening language in public; and (5) Occupying a standing motor vehicle in an area generally reserved for parking or occupies a standing motor vehicle while the vehicle is double parked. (Prior Code, § 7-1-4) (Ord. 602, passed 10-13-2014) § 91.05 EXCEPTION. The provisions of this subchapter do not apply to the hauling or accumulation or spreading of manure for the purposes of agriculture provided the public health, safety, and welfare is not adversely affected thereby. (Prior Code, § 7-1-5) § 91.06 ABATEMENT. (A) Notice. Whenever the officer who is charged with enforcement determines that a public nuisance is being maintained or exists on premises in the city, the officer shall notify the owner and occupant of the premises of the fact and order that the nuisance be terminated and abated. The owner of the property will be determined as shown by the records of the office of the County Recorder. The notice shall be served in person or by regular mail. If the premises is not occupied and the owner is unknown, the notice may be served by posting it on the premises. The notice shall specify the steps to be taken to abate the nuisance and the time, not exceeding five business days for any grass or weed nuisance and not exceeding 20 days for all other nuisances, to either correct the violation or appeal to the City Council for a determination that the complained of activity does not violate the subchapter. (B) Accelerated abatement. For second or successive violations concerning grass, weeds, and other vegetation in a calendar year, the city will, without additional notice, correct the conditions creating the violations and assess the cost therefor against the property. (C) Recovery of cost. The owner of the premise on which a nuisance has been abated by the city shall be personally liable for the city's cost of abatement, including administrative costs. As soon as the work has been completed and the cost determined, the city shall prepare a bill for the cost and mail it to the owner. Thereupon, the amount shall be immediately due and payable to the city. (D) Assessment. If the nuisance is a public health or safety hazard on private property, the growth of weeds on private property or outside the traveled portion of streets, or unsound or insect -infected trees, the City Clerk shall, on or before September 1 next following abatement of the nuisance, list the total unpaid charges along with all other charges as well as other charges for current services to be assessed under M.S. § 429.101, as it may be amended from time to time, against each separate lot or parcel to which the charges are attributable. The City Council may then spread the charges against the property under that statute and other pertinent statutes for certification to the County Auditor and collection along with current taxes the following year or in annual installments, not exceeding ten, as the Council may determine in each case. (Prior Code, § 7-1-6) (Ord. 602, passed 10-13-2014) City Council Agenda: 4/28/2025 20. Consideration of approving the purchase of a pump from PFC Equipment Inc. for the Wastewater Treatment Plant in the amount of $29,131.82 Prepared by: Meeting Date: ® Consent Agenda Item Public Works Director Cit En 4/28/2025 / Y Engineer El Regular Agenda Item Reviewed by: Approved by: Finance Director City Administrator ACTION REQUESTED Motion to approve the purchase of a pump from PFC Equipment, Inc. for the Wastewater Treatment Plant in the amount of $29,131.82. REFERENCE AND BACKGROUND The pump that needs to be replaced allows solids to be pumped from the digester tank to a temporary storage tank. This takes place when maintenance is required for the screw press, a piece of equipment used in the final solids handling process at the wastewater treatment facility. Staff propose to make the replacement with the same pump currently used throughout the solids handling process at the facility. A quote was received from the City's Moyno Pump supplier, PFC Equipment, Inc., for $29,131.82 including shipping. Additional suppliers are not available for this piece of equipment. Veolia staff will complete the installation of the new pump. Budget Impact: The Sewer Fund budget in 2025 includes $250,000 for repairs and maintenance. II. Staff Workload Impact: Veolia staff will coordinate the replacement. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION Staff recommend the approval of the replacement of pump. SUPPORTING DATA • Quote 1 INVOICE REPRINT Equipment, Inc. - �A.• �-.. . - �r...yrI, ..mp.1t 9366 Deerwood Lane N Number 431823 Maple Grove. MN 55369 Date 03/2512025 Phone:763-425-7e90 Fax:763-425.1132 — www.p cGquip.com page I Bili To: CITY OF MONI'ICELLO Ship To: VF:OLIA-NION%TICE LLO VEOLL4 505 WALNUT STREET 03 1401 HART BOULEVARD MONTICELLO, MN 55362-8821 I►tONTICELLO, �1N 55362-8654 Refcrerrce # - Shipped Salesperson 1 Terms -` -Tax Code Doc # WFi I Fr*igrat I Ship Via ROSS STEVENS 03/21/25 300/3CN EI%IAIL-NE'r 30 NINNN 111 362545 03 1 PRP: DD ABI DIRECT Item Description Ordered Shipped Backordered UM Price UM Extension Ordered By ROSS STE%*:NS 1G1 ISGI CDQ ASA M0�Y%0 24M W 1 R10Y\0 PLJN1P FOB FACTORY ABF NtOlft 075448414 Merchandise Misc 28020.00 .00 CREDIT CARD PURCHASES ARE SUBJECT TO 5". o SURCHARGE Customer Copy 1 0 EA 2K02n.0n E;� 28020.00 Discount Tax Shipping & Handling 2148.47 1111.821 Total Due 31280.29 ... Last Page City Council Agenda: 4/28/2025 4A. Consideration of adopting Ordinance 847 amending the Monticello Citv Code, Title IX: General Regulations, Chapter 92: Property Maintenance, Title XV: Land Usage, Chapter 152: Subdivisions and Chapter 153: Zoning Ordinance, and anv other related sections of Subdivision or Zoning ordinance text necessary as related to regulations for planting and maintaining trees and tree canopy and adopting Summary Ordinance 847A for publication. Applicant: Citv of Monticello Prepared by: Parks, Arts & Recreation Director, Community Development Director Reviewed by: City Clerk ACTION REQUESTED Meeting Date 4/28/2025 Approved by: City Administrator ❑ Consent Agenda Item ® Regular Agenda Item Motion to adopt Ordinance 847 amending the Monticello City Code, Title IX: General Provisions, Chapter 92: Property Maintenance, Title XV: Land Usage, Chapter 152: Subdivisions and Chapter 153: Zoning Ordinance, and any other related sections of Subdivision or Zoning ordinance text necessary as related to regulations for planting and maintaining trees and tree canopy, based on findings in Resolution 2025-30, and adopting Summary Ordinance 847A for publication. PREVIOUS COUNCIL ACTION: March 27, 2023: Accepted a grant from the Minnesota Department of Natural Resources (DNR) in the amount of $30,000 for Emerald Ash Borer Management. September 11, 2023: Approved a professional services agreement with Davey Resource Group, Inc. for the Monticello Tree Inventory Project. March 25, 2024: Approved Davey Resource Group to perform a tree canopy assessment and develop an updated Shade Tree Ordinance in conjunction with the DNR ReLeaf grant. REFERENCE AND BACKGROUND Property: Legal Description PID #: Planning Case Number: 2025-13 1 City of Monticello City of Monticello City Council Agenda: 4/28/2025 Request(s): Deadline for Decision: Land Use Designation: Zoning Designation: Overlays/Environmental Regulations Applicable: Current Site Uses: Project Description: ANALYSIS: Consideration of Amendment to the Monticello City Code, as related to regulations for planting and maintaining trees and tree canopy. N/A City-wide City-wide N/A City-wide Amendments to various sections of City Code, including the zoning and subdivision ordinance, to protect and enhance procedures, plans and regulations pertaining to tree cover in the city. The City Council is asked to consider amendments to sections of its Code of Ordinances in support of maintaining a healthy tree canopy in Monticello. To understand the role of the proposed ordinance amendments, additional context on Monticello's larger tree canopy project is provided prior to analysis of the proposed amendments. Tree Canopv Proiect In response to the presence of Emerald Ash Borer (EAB) in Monticello, the Monticello Parks, Arts & Recreation Department developed a multi -pronged approach that included a mitigation response for the community's ash trees, an evaluation of the health of the City's overall tree canopy, and a maintenance and protection plan for the future. Utilizing a grant from the Minnesota Department of Natural Resources, the City contracted with Davey Resource Group to complete a community tree inventory, canopy assessment report, ordinance review and revision, updated tree manual, and EAB management plan. Initially, Davey completed the comprehensive tree inventory for all existing trees on public land and in the public boulevards; the data included tree size, species, and health. The process also used aerial imagery to evaluate the overall tree canopy. Results of the inventory determined that more than 26% of boulevard trees and 17% of trees on public land are ash trees. Using the inventory as a baseline, Davey prepared an Urban Tree Canopy Assessment Report that documents the estimated tree cover within the city, its distribution geographically and by zoning district, and the value contribution of the city's trees to the community. Benefits City Council Agenda: 4/28/2025 evaluated include stormwater run-off management, air pollution reduction, shade, etc. The Urban Canopy Report is attached as supporting data. Davey also prepared a draft EAB management plan for the City, addressing the removal, treatment, replacement, and maintenance of the tree canopy. That specific plan becomes part of the larger Shade Tree Management program already in place for the community. Finally, in addition to the ordinance review and recommended revisions, Davey prepared a companion Tree Manual. As a supplement to the proposed ordinance, it provides property owners with a user-friendly guide to planting and maintaining trees. It references the proposed ordinance with helpful graphic and illustrations as well as provides lists of the recommended and prohibited tree species. Augmenting the manual will be community engagement efforts to help residents learn and actively participate in maintaining a healthy, green urban environment. Tree Canopv Ordinance Amendments A critical component of Davey's work on behalf of Monticello was a review of the City's current ordinances related to tree canopy, including coverage, maintenance, and protection. Following a collaborative effort with input from the Parks Department, Public Works & Engineering, Development Services, and review by the City Attorney, Davey prepared a series of proposed amendments to the City Code, including the Zoning and Subdivision ordinances. A summary of the proposed amendments is provided below. The full ordinance is attached for review. 1. Title IX: General Regulations. A list of definitions. Amendments to the Definitions section propose to revise the size of a specimen tree from 32" measured at diameter breast height to a size of 24" measured at diameter breast height. Definitions for "significant tree" and "woodland" have also been added. The definitions also clarify that these are desired species and are not invasive in nature. The intent is to recognize the value of larger trees and areas of extensive tree cover, while clarifying that invasive species are not protected. 2. Title IX: General Regulations, Chapter 92 — Property Maintenance. • Section 92.46: The amendment introduces a list of prohibited tree species, developed in collaboration with the DNR and included in the updated tree manual. • Section 92.47: The amendments include minor updates to outline guidelines for the tree care industry, requiring adherence to ANSI A300 standards. Additionally, boundary trees are defined, establishing joint ownership among parties, making them equally responsible for upkeep. City Council Agenda: 4/28/2025 • Section 92.48: The proposed changes update the reference to the tree manual concerning public property easements and tree planting, requiring a tree permit and clarifying what constitutes an unpermitted tree. The revisions also detail the abatement process on private property, including how homeowners will be informed and the steps for removing diseased trees. • Section 92.50: There are recommended changes for incentivizing tree replacements on private property. As proposed, residents would work with the City Forester to confirm the presence of disease. Subsequently, the City will offer two replacement trees during the spring tree sale. Homeowners would then be required to schedule a final inspection with the City Forester to confirm planting and ensure the health of the new trees. This is a more cost-effective option than the previous City initiative, which included up to $225 per tree for removal and a replacement cost of up to $30. 3. Title XV: Land Usage, Chapter 153 - Subdivisions The amendments proposed to the Subdivision ordinance are limited in scope. They relate primarily to language consistency between the Subdivision ordinance and Zoning ordinance for the tree inventory/survey currently required with a preliminary plat submission. The amendments require that the tree inventory is supplemented with topography and grading information to better understand how tree cover will be retained or removed with development. 4. Title XV: Land Usage, Chapter 153 — Zoning Ordinance • The amendments to the Zoning ordinance include those to the Definitions, Landscaping and Screening, and the Tree Protection sections. (Same as listed above.) • Landscaping and Screening: proposed amendments include those for consistency in plan requirements with the Subdivision ordinance as noted above, enhancing tree species diversity in planting plans and implementation, as well as a clarification for trees required for single-family development. Greater species diversity reduces potential impact to cover and loss from disease or insect infestations. • Tree Protection: Proposed amendments include: o Removing the exemption for commercial and industrial properties but retain the exemption for the CCD and existing single-family properties. In evaluating tree canopy within the current City boundary, tree cover in existing commercial and industrially zoned 4 City Council Agenda: 4/28/2025 properties is limited. Trees could still be removed in commercial and industrial areas, subject to the mitigation standards specified later in the ordinance. o Limiting tree removals to no more than 50% of existing "significant tree" coverage within residential development and no more than 75% of existing "significant tree" coverage in commercial or industrial developments. Specimen trees would require protection or mitigation per the proposed ordinance. For removal exceeding these percentages, mitigation would be required. These percentages were developed based on an analysis of resulting tree cover following residential development where the original tree coverage was over 90% of the property. That analysis is included for reference. o Revising the mitigation requirements within this section. Developments proposing to remove specimen trees within their development or tree cover beyond the allowable percentages would be required to mitigate the loss at a 1:1 ratio of diameter inches lost. The replacement could occur on -site, in other areas specified by the city, or through payment into the City's tree fund. In addition, credit against the City's base landscaping standards will be applied to tree retention achieved in new developments. o The amendments to the Tree Protection section represent enhanced protection measures for existing tree canopy during development. In practice, City staff meet with developers in pre - design meetings to discuss specific site conditions, including tree coverage. During these meetings, as well as any concept meetings with the Planning Commission and City Council, these ordinance requirements would be reviewed with prospective developers. Budget Impact: Adoption of the proposed tree ordinance does not have an immediate budget impact. However, implementation and enforcement of the tree ordinance will require future investment. To adequately address high -risk trees and proactively preserve the community canopy, staff estimates an annual budget request of $100,000. However, staff will continue to seek grants to cover as much of that funding as possible, and the ultimate allocation to the shade tree department in the General Fund is at the discretion of the City Council during adoption of the budget. II. Staff Workload Impact: Considerable staff time is required to mitigate Emerald Ash Border (EAB). This will take many years to combat, similar to the Dutch Elm Disease Abatement Program. City Council Agenda: 4/28/2025 III. Comprehensive Plan Impact: The implementation chapter of the Monticello 2040 Plan outlines a series of policies and strategies supporting the maintenance and enhancement of the community's tree canopy, including: • Policy 2.9 - Neighborhood Design: Support the development of neighborhoods with a strong set of amenities which enhance quality of life, retain residents and support continued investment. o Strategy 2.9.1 - Integrate open space, parks, street trees, landscaping, and natural features into Monticello's neighborhoods to enhance their visual quality, create inviting and safe spaces, and improve access to nature and recreation. • Policy 6.3 - Natural Areas, Sensitive Habitat and Resource Conservation: Thoughtfully design any type of facility or infrastructure improvements on lands designated as open space to conserve the overall character of such sites and minimize impacts to mature landscaping, water features and environmentally sensitive areas. o Strategy 6.3.4 - Promote tree growth throughout the city and identify locations for increased tree growth and encourage tree plantings along streets, pathways and on private property. • Policy 5.2: Open Space Preservation o Strategy 5.2.6 - Enhance the community shade tree program by providing an annual tree planting program to restore urban trees. PARKS, ARTS, AND RECREATION COMMISSION (PARC) REVIEW AND RECOMMENDATION PARC unanimously recommended the implementation of the Monticello Comprehensive tree Care Program on April 24, 2025. The recommendation included the adoption of the community tree inventory, the canopy assessment report, the proposed ordinance updates, the tree manual and the management plan for EAB. PLANNING COMMISSION REVIEW AND RECOMMENDATION Planning Commission reviewed the proposed ordinance amendments specific to the Subdivision and Zoning ordinance and held a public hearing on the item during its regular meeting on April 1, 2025. The Commission's review included discussion regarding the application of the proposed zoning ordinance amendments for tree protection. In their discussion, the Commission reviewed both the application of the standards for new development, as well as the potential application for existing single-family residential properties. 11 City Council Agenda: 4/28/2025 For new development, staff explained that a tree inventory would yield information on tree coverage, including size, species and condition. The developer will utilize that information to develop a removal plan. Removals in excess of the percentages as proposed could still be completed, but mitigation would then be required. The mitigation was summarized as a 1:1 replacement of diameter inches lost per inventory. Staff clarified that the replacement could occur either on -site, as directed by the City, or in cash per fee schedule. As related to single-family residential lots, it was clarified that the tree protection ordinance exempts all lots which cannot be subdivided per their current zoning requirements. There was also discussion about the application of the ordinance given the potential for annexation of larger lots into the City. Staff explained that at the time of annexation, a zoning district would be applied to the lot(s). The application of tree protection could be a consideration with the zoning designation such that they would qualify for the exemption. Following clarification and discussion on these points, the Commission reached consensus that the ordinance as drafted should proceed to City Council. No public was present to address the Commission on the amendments. Following discussion, the Commission recommended approval of the Subdivision and Zoning ordinance amendments as presented. STAFF RECOMMENDED ACTION Staff recommend approving the proposed amendments. Trees are a significant resource for the community, adding character and value to neighborhoods, most notably in residential areas where the City is seeking to attract quality residential construction. While the ordinance amendments strengthen tree protection measures for removal and mitigation, these protections are intended to support maintenance of Monticello's existing tree cover, placing an emphasis on healthy, native trees and woodland areas. The ordinances are intended to balance protection and enhancement of tree cover with a recognition that development requires adequate space and size for building and site improvements. The ordinances provide a means for balancing tree coverage with the ability to provide practical mitigation options for developers. The ordinances proposed support the strategic maintenance and protection of the City's tree canopy in alignment with the Monticello 2040 Plan. SUPPORTING DATA A. Ordinance 847 B. Summary Ordinance 847A C. Resolution No. 2025-30 D. Resolution No. PC-2025-15 7 City Council Agenda: 4/28/2025 Urban Tree Canopy Report Maintenance & Tree Inventory Tree Manual ORDINANCE NO. 847 AN ORDINANCE AMENDING THE MONTICELLO CITY CODE TITLE IX: GENERAL REGULATIONS, CHAPTER 92: PROPERTY MAINTENANCE, TITLE XV: LAND USAGE, CHAPTER 152: SUBDIVISION, AND CHAPTER 153: ZONING ORDINANCE REGULATING THE PLANTING AND MAINTAINING OF TREES AND TREE CANOPY THE CITY COUNCIL OF THE CITY OF MONTICELLO ORDAINS: SECTION 1. TITLE IX: CHAPTER 92 TREES AND SHRUBS is hereby amended as follows: § 92.XX DEFINITIONS BOUNDARY TREE. A tree that has been planted or naturally grown such that the boundary line(s) between two or more properties passes through anv portion of the trunk at the point where the trunk emerges from the ground. The owners of the properties whose boundary line(s) pass through the trunk shall be equally responsible for maintaining, and be considered ioint owners of the tree. BOULEVARD. "Boulevard" in reference to the strip of unpaved ground between the sidewalk and street. CITYFORESTER. The "Tree Care Manager/City Forester" is a person or persons certified by the Minnesota Commission of Agriculture to plan, direct, and supervise all requirements for controlling shade tree diseases and general tree maintenance throughout the Citv. The Parks, Arts and Recreation Director or designee shall be the Citv Forester. CRITICAL ROOTZONE. The aFea ORSide the ,girl;" .,f treP- that contains itc raet-s. The distance from the trunk that equals one foot for every inch of the tree's diameter. DBH (diameter at breast height). Tree diameter measured at 4.5 feet above soil level. MAINTAIN, TREE. "Maintain" in reference to trees shall refer to but not be limited to pruning, trimming, watering, application of fertilizers, pesticides and other chemicals, installation of cabling and bracing systems, and performing other actions that may impact a tree's growth. PUBLIC TREES. "Public Trees" are trees, shrubs, bushes, and all other woody vegetation whose trunk is located whollv or partially on Public Propertv, including but not limited to boulevard strips, public building grounds, and public easements and rights-of-way. PARK TREES. "Park Trees" are trees, shrubs, bushes, and all other woodv vegetation in public Parks having individual names, and all areas owned by the Citv or to which the public has free access as a park. PRIVATE TREES. "Private Trees" are trees, shrubs, bushes, and all other woody vegetation whose trunk is located whollv or partiallv on Private Property, including but not limited to vards, common grounds, side lots, parking lots and green spaces owned by private citizens, businesses, or HOAs located or operating within the Citv of Monticello. SHADE TREE FUND. A fund established by the Citv into which fees collected from tree preservation plan enforcement are placed, used to finance Citv planting and maintenance of shade trees on public lands. STREET TREES. "Street Trees" are trees, shrubs, bushes, and all other woodv vegetation which have been or will be planted in a public right-of-wav by the Citv at the direction of the Citv Forester. TREE SAVE AREA. The area around a specimen tree defined as either the CRZ (critical root zone) or the area that extends one linear foot around the tree's dripline. TREE SIZES. A "Small Tree" is anv plant material that will grow to a height and/or spread of thirtv (30) feet; a "Medium Tree" is anv plant material that will grow to a height and/or spread of thirtv-one to and including fiftv (50) feet; a "Large Tree" is anv plant material that will grow to a height and/or spread of over fifty (50) feet. TREE, SIGNIFICANT. Any tree over 6" DBH for hardwood trees, over 8" for softwood trees, or over 12' in height for conifers. TREE, SPECIMEN. Any canopy tree with a DBH of 3624 inches or more and any understory or ornamental tree with a DBH of te-R eight (8) inches or more that is not exempted as a specimen tree by this chapter, rated in fair or better condition and not of a species listed under 'Prohibited Trees For Planting' in the Citv of Monticello's Tree Manual. UNPERMITTED TREE. Anv tree on Public Property, including but not limited to boulevard strips, public building grounds, and public easements and ri.Rhts-of-wav, planted without a properlv issued permit or as part of a Landscape Plan approved by the Citv of Monticello, or not planted by City of Monticello staff, for which the Citv does not hold responsibilitv. WOODLAND. A grouping or cluster of coniferous and/or deciduous trees with contiguous crown cover, occunving 15,000 or more square feet of property, and composed of deciduous trees of 6 caliper inches or more, coniferous trees over 12 feet in height, and primarilv of species not on the Prohibited Trees for Planting list. Whether a grouping or cluster of trees with populations or stands of species on the Prohibited Trees for Planting list meets the definition of "woodland" shall be determined by the City Forester. 2 § 92.46 PROHIBITED TREES. It is lawful to plant only highly disease resistant species not of a species listed under 'Prohibited Trees For Planting' in the City of Monticello's Tree Manual within the city limits with the approval of the City Forester. § 92.47 ORDER TO TREAT OR REMOVE. The city may order the trimming, treatment, or removal of trees or plants upon public or private property when they shall determine that the action is necessary to the public safety or necessary to prevent the spread of disease or of insects harmful to trees and shrubs. All tree work shall be performed in accordance with ANSI A300 standards. In the case of Boundary Trees, all parties considered joint owners of the tree(s) shall be considered equally responsible for maintenance. § 92.48 REGULATIONS FOR PLANTING IN PUBLIC PLACES. (A) Approval required. No tree shall be planted or placed on public property or right-of-way without the approval of the City Forester. (B) Permits. (1) No person shall plant, of remove or otherwise maintain (including but not limited to chemical treatments and cabling/bracing) trees or shrubs in public places without first filling out an application and obtaining a permit from the city. All work shall be performed according to the standards outlined in the City of Monticello's Tree Manual. (2) The following provisions apply to the issuance of permits where required for planting in public places. (a) Application data. The application required herein shall state the number of trees or plants to be planted or set out, the location, and specific name of each tree or plant. (b) Standards for issuance. A permit shall be issued if it is found that the proposed plantings will be in the best interest of the community. (3) Anv tree on Public Propertv, including but not limited to boulevard strips, public building grounds, and public easements and rights-of-wav, planted without a properly issued permit or as part of a Landscape Plan approved by the Citv of Monticello, or not planted by City of Monticello staff, shall be considered an Unpermitted Tree. (a) If an Unpermitted Tree is found to have been planted or maintained in such a wav that violates the Citv of Monticello's standards as set forth in the Tree Manual and section 153.060 LANDSCAPING AND SCREENING., the city shall take no responsibility for the maintenance or liability of the Unpermitted Tree. 3 If Unpermitted Trees are brought to the citv's attention, the city may order their trimming, treatment, or removal. (Prior Code, § 8-3-4) (Ord. 661, passed 2-13-2017) Penalty, see § 92.99 § 92.49 REQUIREMENTS APPLICABLE TO TREES IN NEW SUBDIVISIONS. (A) In new subdivisions, on lots with frontage on a single right-of-way, it is required that two trees be planted per platted lot if no significant trees are in existence in the yard adjoining the right-of-way. For lots with frontage on more than one right-of-way, it is required that four trees be planted per platted lot if no significant trees are in existence in the yard adjoining the right- of-way. Twe The required trees must be planted in the boulevard adjoining each yard having street frontage, if adequate boulevard width exists in accordance with the standards set forth in the Tree Manual. All plantings shall be done in accordance with the standards established in § 153.060 LANDSCAPING AND SCREENING of the Citv of Monticello municipal code of ordinances. All landscape plant materials shall conform to the latest version of the American Standard of Nursery Stock (ANSI Z60.1, as amended). Plant material shall be of standard quality or better, true to name and type of species or variety. (B)In subdivision plantings: � - than twe- spa +.h-\n th. re^ species ^Jh'�I ha bleek may be of the same species. Only trees listed on §92 45 Jhz�l be --paced. 1. When fewer than 20 trees are required on a site, at least four different species shall be utilized, in roughly equal proportions. 2. When more than 20 but fewer than 40 trees are required to be planted on site, at least six different species shall be utilized, in roughly equal proportions. 3. When 40 or more trees are required on a site, at least eight different species shall be utilized, in roughly equal proportions. 4. Nothing in this division shall be construed so as to prevent the utilization of a larger number of different species than specified above. 5. All plantings shall be done in accordance with the standards established in § 153.060 LANDSCAPING AND SCREENING of the Citv of Monticello municipal code of ordinances. (C) Required trees shall be planted in the boulevard at a location ranging from four feet to ten feet from the curb. Precise location within this range to be determined by the city. (D) Required subdivision trees must have a trunk diameter of at least two inches at one foot above the ground. (E) Required subdivision trees must be protected and supported by tree guards of approved type. El (F) No required subdivision tree shall be planted in soil too poor to ensure the growth of the tree unless 27 cubic feet (three feet x three feet x three feet) of soil is removed and replaced with suitable loam. (Prior Code, § 8-3-5) (Ord. 267, passed 3-27-1995; Ord. 287, passed 3-24-1997) § 92.50 SHADE TREE DISEASE AND INSECT CONTROL. (A) Forester duties. The powers and duties of the City Forester as set forth in this code are hereby conferred upon the Park Sjp2FOntendentParks, Arts and Recreation Director or their designee. It is the duty of the Forester to coordinate, under the direction and control of the City Council, all activities of the municipality relating to the control and prevention of shade tree disease. The City Forester shall recommend to the Council the details of a program for the control of shade tree disease and perform the duties incident to such a program adopted by the Council. (B) Program. It is the intention of the City Council to conduct a program of plant pest control pursuant to the authority granted by M.S. § 18G13, as it may be amended from time to time. This program is directed specifically at the control and elimination of Dutch elm disease fungus, elm bark beetles, oak wilt, emerald ash borer and other tree diseases; and is undertaken at the recommendation of the Commissioner of Agriculture and the Council in the conduct of this program. (C) Nuisance declared. The prevention, control, and abatement of Dutch elm disease, oak wilt disease, emerald ash borer, and other tree diseases is necessary for the protection, preservation, and conservation of public and private lands and the investment and benefit therein, and to protect and promote the general welfare of the public and this community. Therefore, the following conditions are hereby found and declared to be a public nuisance wherever they exist in the city: (1) Any living or dead elm tree or part thereof infected to any degree with the Dutch elm disease fungus Certatocystits ulmi (Buisman) Moreau or which harbors any of the elm bark beetles Scolytus multistriatus (Eichhh) or Hylugropinus rufipes (Marsh); (2) Any dead elm tree or part thereof, including logs, branches, stumps, firewood, or other elm material from which the bark has not been removed or burned; (3) Any living or dead oak tree or part thereof infected to any degree with the oak wilt fungus (Ceratocytis fagacearum); and/or (4) Any living or dead fraxinus spp tree or part thereof infected to any degree with the insect emerald ash borer (Agrilus planipennix) or any other tree species infected with a disease. (D) Prohibition. It is unlawful for any person to permit any public nuisance as defined in divisions (C)(1) through (C)(4) above to remain on any premises owned or controlled by such 61 person within the city. The nuisances may be abated in the manner prescribed by this subchapter. (E) Inspection and investigation. (1) The Forester shall inspect all premises and places within the city as often as practicable to determine whether any condition declared in division (C) above to be a public nuisance exists thereon. (2) All reported incidents of infestation of Dutch elm fungus, the presence of elm bark beetles, of infection by the oak wilt fungus or the presence of emerald ash borer, or other tree infestations shall be promptly investigated. (F) Entry on private premises. The Forester or his or her duly authorized agents may enter upon private premises at any reasonable time for the purpose of carrying out any of the duties assigned him or her under this subchapter, in accordance with § 10.20. (G) Diagnosis. The Forester shall, upon finding conditions indicating Dutch elm disease or other infestation, immediately send appropriate specimens or samples to the Commissioner of Agriculture for analysis or take other steps for diagnosis as may be recommended by the Commissioner. Except as provided in division (J) below, no action to remove infected trees or wood shall be taken until positive diagnosis of the disease has been made. (H) Abatement generally. No action to remove, destroy and dispose, or require the removal, destruction, and disposal of elm trees, wood infected with Dutch elm fungus, oak trees infected by oak wilt fungus or fraxinus spp (ash) trees or fraxinus spp (ash) wood harboring emerald ash borer shall be taken until a reasonably certain diagnosis of the disease has been made. When such reasonably certain diagnosis has been made, the infected tree or wood shall be removed, destroyed, and disposed of in a manner which will effectively destroy and prevent as fully as possible the spread of the Dutch elm or oak wilt disease fungus, or the spread of emerald ash borer populations or other tree diseases will be handled by the recommendations of the Commissioner of Agriculture. (1) Presence of elm bark beetles or emerald ash borer. When the presence of elm bark beetles has been discovered in or upon any living elm tree but the presence of Dutch elm disease fungus is not then or thereafter diagnosed, the tree shall be treated in a manner which will effectively destroy and prevent as full as possible the spread of the elm bark beetle. When the presence of emerald ash borer has been discovered in or upon a living fraxinus (ash) tree, the tree shall be treated in a manner which will effectively destroy and prevent as full as possible the spread of the emerald ash borer. If the treatment is not or, because of the extent of infestation, cannot be effective, the tree shall be removed, destroyed, and disposed of. 1.9 (2) Dead elm or fraxinus (ash) trees, logs, stumps, and the like. Standing dead elm trees, elm logs, branches, stumps, firewood, or other raw material from which the bark has not been removed and which are not infected with Dutch elm disease fungus, shall have the bark removed, destroyed, and disposed of or shall be treated in a manner which will effectively destroy and prevent as fully as possible the spread of the elm bark beetle, emerald ash borer or other diagnosed tree diseases. If the treatment is not effective, or, because of the extent of infestation, cannot be effective, the trees, logs, branches, stumps, firewood, or other raw elm material shall be removed, destroyed, and disposed of. (3) Specifications and procedures. The City Forester shall establish specifications and procedures for the removal, destruction, and disposal of trees and wood infected with Dutch elm disease fungus, oak wilt fungus, or emerald ash borer for treating live elm or fraxinus (ash) tree infested with elm bark beetles or emerald ash borers, and for removing, destroying, and disposing of elm or fraxinus (ash) trees, logs, branches, stumps, firewood, and other raw elm material. The specifications and procedures shall be consistent with current specifications and procedures designated or approved by the Commissioner of Agriculture. (1) Abatement on private or government property. (1) Whenever a nuisance as defined in division (C) above is found to exist on private property outside any public way in the city, or upon property owned and controlled by a governmental unit other than the city, or in the case of Boundary Trees, the owners or persons in control of the property shall be notified in writing by mail or by personal delivery that the condition exists. If the Forester finds that the danger is not imminent, he or she shall make a written report of his or her findings to the Citv Council prior to notifving the owner or person in control of the property. If the Forester finds that danger is imminent, the Forester shall notify the property owner first as soon as practicable. Once the letter is received by the property owner, it is their responsibility to contact o„hi;,. IXA-rks DepaF+,, ePA City Hall and arrange actions for removal. The notice states that if the nuisance is not abated by the owner or person in control of the property within 2-A30 days after receipt of the notice, in the manner prescribed by the City Forester, the city by and through its City Council may enter upon the premises and abate the nuisance in accordance with § 10.20 ENFORCEMENT. The notice further states that the property owner shall be held liable for the cost of abatement plus an amount determined by the Council to reimburse the citv for its cost of inspection and eradication in accordance with § 92.50N. (2) If the owner or person in control of any private premises upon which a nuisance exists does not abate or eliminate the same within 30 days after receipt of notification, the City Council, its officers, employees, and agents shall proceed to have the nuisance properly abated or eliminated. The owner or occupant has the right to appeal the determination that a public nuisance exists by submitting a request in writing to the citv clerk within seven (7) days after 7 service of the notice, or before the date by which abatement must be completed, whichever comes first. In cases of immediate danger, the citv may provide for abatement without following the notice and hearing process. (J) Abatement on city property. Nuisances as defined in division (C) above which exist upon property owned or controlled by the city, including public street rights -of -way, shall be abated or eliminated by the City Council forthwith in accordance with established specifications and procedures. (K) Cost of abatement. If, pursuant to division (1) above, the City Council orders the removal or abatement of a nuisance, the City Forester shall report the cost of the removal or abatement to the Council and the expense thereof plus an amount determined by the Council to reimburse the city for its cost of inspection and eradication shall be assessed by the Council upon the lot or lots on which the nuisance was located, notice being first given by publication in the official paper of the time and place that the assessment shall be made. The assessment procedure shall be as prescribed by M.S. § 429.101, as it may be amended from time to time, and the assessment shall be a lien on the lot or lots, and shall be returned and collected in the same manner as other city taxes. (L) Procedures for removal of infected trees and wood. (1) Whenever the Forester finds with reasonable certainty that infestation defined in division (C) above exists in any tree or wood in any public or private place in the city, he or she shall proceed as follows: (a) If the Forester finds that the danger of infestation of other elm trees is not imminent because of elm dormancy, he or she shall make a written report of his or her findings to the City Council which shall proceed by: 1. Abating the nuisance as a public improvement under M.S. Ch. 429, as it maybe amended from time to time; or 2. Abating the nuisance as provided in division (L)(2) below. (b) If the Forester finds that danger of infestation of other elm trees is imminent, the Forester shall notify the property owner by mail and/or by leaving notice at the property and that the nuisance will be abated within a specified time, not less than 4v-e 30 days from the date of mailing of the notice. The Forester shall immediately report the action to the City Council; and after the expiration of the time limited by the notice, the Forester may abate the nuisance in accordance with § 10.20 ENFORCEMENT. (2) Upon receipt of the Forester's report required by division (L)(1)(a), the City Council shall by resolution order the nuisance abated. Before action is taken on a resolution, the Council shall publish notice of its intention to meet to consider taking action to abate the nuisance. This notice shall be mailed to affected property owners and published once not less than one week prior to the meeting. The notice shall state the time and place of the meeting, the streets affected, action proposed, the estimated cost of the abatement, and the proposed basis of assessment, if any, of costs. At the hearing or adjournment thereof, the Council shall hear property owners with reference to the scope and desirability of the proposed project. The Council shall thereafter adopt a resolution confirming the original resolution with the modifications as it considers desirable and provide for the doing of the work by day labor or by contract. (3) The Forester shall keep a record of the costs of abatements done under this section and shall report monthly to the City Clerk all work done for which assessments are to be made stating and certifying the description of the land, lots, and parcels involved and the amount chargeable to each. (4) On or before September 1 of each year, the City Clerk shall list the total unpaid charges for each abatement against each separate lot or parcel to which they are attributable under this subchapter. The City Council may then spread the charges or any portion thereof against the property involved as a special assessment under M.S. § 429.101, as it may be amended from time to time, and other pertinent statutes for certification to the County Auditor and collection the following year along with current taxes. (5) The City Council has determined that the health of the trees within the municipal limits is threatened by a fatal disease known as Dutch elm disease, oak wilt, or emerald ash borer, or other fatal tree disease. It has further determined that the loss of these trees growing upon public and private property would substantially depreciate the value of property within the city and impair the safety, good order, general welfare, and convenience of the public. It is declared to be the intention of the Council to control and prevent the spread of this disease, and this subchapter is being enacted for that purpose. It is declared to be the intention of the Council to establish a policy for sharing in the cost of replacement tree(s) ip the of „p +^ $50 peF pFepeFty.The City will provide two replacement trees per city lot during the spring tree sale. Residents will need to arrange a final tree inspection with the City Forester to ensure the health of the trees and confirm their planting. (M) Spraying elm trees. Whenever the Forester determines that any elm tree or elm wood within the city is infected with Dutch elm fungus, the Forester may treat all nearby high value elm trees with an effective elm bark beetle destroying concentrate. Treating activities authorized by this section shall be conducted in accordance with technical and expert opinions and plans of the Commissioner of Agriculture and under the supervision of the Commissioner and his or her agents whenever possible. E (N) Transporting elm wood prohibited. It is unlawful for any person to transport within the city any bark -bearing elm wood without having obtained a permit from the Forester. The Forester shall grant permits only when the purposes of the subchapter will be served thereby. (0) Interference prohibited. No person shall prevent, delay, or interfere with the Forester or the Foresters agents while they are engaged in the performance of duties imposed by this subchapter. § 92.51 ABUSE OR MUTILATION. No person shall damage, cut, carve, kill, or injure the bark of any tree or plant on any public property; attach any rope, wire, or other contrivance to any tree or plant on public property; dig in or otherwise disturb public grass areas, or in any other way injure or impair the natural beauty or usefulness of any area or public property; cause or permit any wire charged with electricity or any gaseous, liquid, or solid substance harmful to trees or plants to come in contact with them. Violation of this Section shall be punishable in accordance with Minn. Stat. 561.04. Damages for violation of this Section shall include the value of the damaged, injured, or removed tree, plants and native grasses assessed according to Guide for Plant Appraisal, 10th Edition, Second Printing by the Council of Tree & Landscape Appraisers or a fine equivalent to the cost of damage mitigation work performed as deemed necessary by the Citv Forester. 10 SECTION 2: TITLE XV: CHAPTER 152: SUBDIVISIONS is hereby amended as follows: § 152.040 PRELIMINARY PLAT. The owner or subdivider shall prepare and submit a preliminary plat together with any necessary supplementary information. (A) Contents. The preliminary plat shall contain the following information: (1) Proposed name of subdivision; names shall not duplicate or too closely resemble names of existing subdivisions; (2) Location of boundary lines in relation to a known section, quarter section, or quarter - quarter section lines comprising a legal description of the property; (3) Names and addresses of the record fee owner; (4) Scale of plat not less than one inch to 100 feet; (5) Date and north point; (6) Project narrative; and (7) Certificate of survey signed by a registered land surveyor and current within six months of plat application to include legal description, all public utilities including pipe size, material type, depths, location, and detail of private utilities or easements, any other easements of record. (B) Existing conditions plan. (1) Boundary line of proposed subdivision clearly indicated and to a close degree of accuracy; (2) Existing zoning classifications for land within and abutting the subdivision; (3) Location right -of -way width, and names of existing or planned streets, or other public ways, parks, and other public lands, permanent buildings and structures, easements, school districts, section and corporate lines within the plan and to a distance 350 feet beyond shall also be indicated; (4) Boundary lines of adjoining unsubdivided or subdivided land, within 350 feet, identified by name and ownership, including all contiguous land owned or controlled by subdivider; (5) Topographic data, including contours at vertical intervals of not more than two feet and all surface features and structures. Watercourses, marshes, rock outcrops, delineated wetlands, power transmission poles and lines, size, location, and elevation of all appurtenances of existing public utilities and all quasi -public utilities, including the name and operating authority of each utility, and other significant features shall be shown. U.S.G.S. data shall be used for all 11 topographic mapping where feasible. (1929 sea level data shall be used for all topographic mapping.) The flood elevation of all lakes, river, and wetlands shall also be shown; (6) An accurate soil survey of the subdivision prepared by a qualified person; (7) Location and size of existing sewers, water mains, culverts, storm sewer, or other underground facilities within the tract and to a distance of 100 feet beyond the tract. Such data as grades, invert elevations and locations of catch basins, manholes, and hydrants shall be shown only on request; (8) A survey prepared by a qualified person identifying tree coverage in the proposed subdivision in teRmseftype, = eal(R , mc�Writr,•—,p-stent%al huzsrd, i^festatieR VigeF, dens+„ and Spy ouc tr&os the` ar-_4o,�j thcn riic inches, in diameter a c paint five feet -aheeve na& of g+ad. tcr- +.ham cre diseased e s defined by the fl.,paFtFn.,.,+ of Nawral Rese Fees may be exempted from this ✓ux- vey; and shall be prepared. Anv significant tree on the property to be platted shall be inventoried and tagged with a unique identification number. This number will be used to depict the tree locations on a map at the same scale as the grading plan. The unique identification numbers shall be keyed to a chart showing location, species, condition, size (DBH), and critical root zone (CRZ) of every significant tree on the property. Total DBH inches of all inventoried trees shall be tallied and provided on the chart. In addition to trees on said property, significant trees on adjacent property which have CRZs overlapping onto said property must be inventoried. The chart and map shall specify which trees are to be removed or preserved and reasoning for the decision. The map shall be provided as both a separate sheet and as an overlav atop the grading plan. Special considerations and preservation measures for trees to be preserved shall be described in the tree preservation plan and depicted on both versions of the map. All significant Trees shall be noted. (9) Wetland data report shall be required and must consist of a wetland delineation report which identifies all wetlands, ponds, lakes, waterways, floodplains, and shorelines, and a wetland functional assessment summary. The wetland data report must be submitted with the preliminary plat. (C) Proposed design features. (1) A proposed grading plan showing the present and existing contours at two -foot contour interval, together with off -site existing contours depicting drainage patterns entering the proposed site, within 200 feet or more of the proposed subdivision is required unless waived by the City Engineer. If determined to be necessary by the City Engineer, one -foot contours may be required for proposed grading plans in order to ensure property drainage. High and low point elevations and emergency overflow elevations and routes shall be provided. The proposed grading plan shall demonstrate a design for the subdivision that respects the natural topography, and preserves existing trees, wetlands, and other natural features; 12 (2) Layout of proposed streets showing the right-of-way widths, centerline gradients, typical cross -sections, and proposed names of streets. The name of any street heretofore used in the county or its environs shall not be used unless the proposed street is a logical extension of an already named street, in which event the same name shall be used. Street names conform to the master street name and numbering system as adopted; (3) Locations and widths of proposed streets and pathways; (4) Layout, numbers, and preliminary dimensions of lots and blocks and dimensions of street frontage; (5) Tabulation of the acreage of the full subdivision; (6) Tabulation statement of the approximate square footage and dimensions of the individual lots; (7) Minimum front and side street building setback lines. When lots are located on a curve, the width of the lot is measured at the building setback line; (8) For each lot, specify building type, finished floor elevations, and lowest opening elevations. (9) Areas, other than streets, alleys, pathways, and utility easements intended to be dedicated or reserved for public use, including the size of the area or areas in acres; (10) Proposed location and routing of proposed sewer lines and identification of gravity mains or forcemains; (11) Proposed location and routing of proposed water mains; (12) 1n `iegetatien r�reseryatieR and pFettee ikon (p�ll3n thx sh" A.As these troes^r�reF/Ir���esed�t}o(�he Yeme\/ed these +e romcin, �(,1�t�s and llQCCICl".Ypsf 4ees�CTTer vegetatiJn J,1x arp to he plaRted. A landscaping and vegetation plan prepared per the requirements of 153.060(D) and (E) and a tree protection plan prepared per the requirements of 153.061. (13) A stormwater management plan and erosion and sediment control plan in accordance with the requirements of the city's Design Manual and per zoning ordinance Chapter 4.10; and (14) Open space and landscaping plan. (D) Other information. (1) The applicant shall supply proof of title in a form approved by the City Attorney and the legal description of the property for which the subdivision is requested and, as applicable, supply documented authorization from the owner(s) of the property in question to proceed with the requested subdivision; 13 (2) Statement of the proposed use of lots stating type of residential buildings with number of proposed dwelling units and type of business or industry, so as to reveal the effect of the development on traffic, fire hazards, and congestion of population; (3) If any zoning changes are contemplated, the proposed zoning plan for the areas; (4) (a) Where the subdivider owns property adjacent to that which is being proposed for the subdivision, the Planning Commission shall require that the subdivider submit a sketch plan of the remainder of the property so as to show the possible relationships between the proposed subdivision and the future subdivision; and (b) In any event, all subdivisions shall be shown to relate well with existing or potential adjacent subdivision. (5) Where structures are to be placed on large lots (over 30,000 square feet), the preliminary plat shall indicate placement of structures so that lots may be further subdivided; (6) Where potential subdivision and use of excessively deep (over 300 feet) lots exist, the preliminary plat shall indicate placement of structures so that lots may be further subdivided; (7) A copy of all proposed private restrictions and covenants; and (8) Other information as may be requested by the engineer, surveyor, or Planning Commission. 14 SECTION 3: TITLE XV: ZONING ORDINANCE is hereby amended as follows: § 153.012 DEFINITIONS. CITY FORESTER. The "Tree Care Manager/City Forester" is a person or persons certified by the Minnesota Commission of Agriculture to plan, direct, and supervise all requirements for controlling shade tree diseases and general tree maintenance throughout the Citv. The Parks, Arts and Recreation Director or designee shall be the Citv Forester. CRITICAL ROOTZONE. The area side the .dripliRe „f a tree that ,-3nicinc it:; rates. The distance from the trunk that equals one foot for every inch of the tree's diameter. DBH (diameter at breast height) . Tree diameter measured at 4.5 feet above soil level. SHADE TREE FUND. A fund established by the Citv into which fees collected from tree preservation plan enforcement are placed, used to finance Citv planting and maintenance of shade trees on public lands. STREET TREES. "Street Trees" are trees, shrubs, bushes, and all other woodv vegetation which have been or will be planted in a public right-of-wav by the Citv at the direction of the Citv Forester. TREE SAVEAREA. The area around a specimen tree defined as either the CRZ (critical root zone) or the area that extends one linear foot around the tree's dripline. TREE SIZES. A "Small Tree" is any plant material that will grow to a height and/or spread of thirtv (30) feet; a "Medium Tree" is anv plant material that will grow to a height and/or spread of thirtv-one to and including fiftv (50) feet; a "Large Tree" is anv plant material that will grow to a height and/or spread of over fifty (50) feet. TREE, SIGNIFICANT. Any tree over 6" DBH for hardwood trees, over 8" for softwood trees, or over 12' in height for conifers rated in fair or better condition and not of a species listed under "Prohibited Trees for Planting" list within the Citv of Monticello's Tree Manual. TREE, SPECIMEN. Any canopy tree with a DBH of 3&24 inches or more and any understory or ornamental tree with a DBH of te-R eight (8) inches or more that is not exempted as a specimen tree by this chapter, rated in fair or better condition and not of a species listed under 'Prohibited Trees For Planting' in the Citv of Monticello's Tree Manual. WOODLAND. A grouping or cluster of coniferous and/or deciduous trees with contiguous crown cover, occupving 15,000 or more square feet of property, and composed of deciduous trees of 6 caliper inches or more, coniferous trees over 12 feet in height, and primarilv of species not on the Prohibited Trees for Planting list within the Citv of Monticello's Tree Manual. Whether a grouping or cluster of trees with populations or stands of species on the Prohibited Trees for Planting list meets the definition of "woodland" shall be determined by the Citv Forester. 15 § 153.060 LANDSCAPING AND SCREENING. (C) General requirements for landscaping. (1) Applicability of landscaping standards. (a) General. Except as exempted by § (C)(1)(b) below, the standards in § 153.060 shall apply to all development in the city. (b) Exemptions. Development in the CCD shall be exempt from the perimeter vehicular use area landscaping standards in § 153.060(F)(3). (c) Landscape plan. To ensure compliance with the standards of this section, a landscape plan demonstrating how landscaping will be planted on a development site shall be included as a part of any application when required by the Community Development Department. (2) Planting standards. Plantings provided in accordance with this section shall comply with the following standards: (a) Deciduous canopy or shade trees shall be a minimum of two caliper inches in size at the time of planting, as determined in the American Standard for Nursery Stock, ANSI Z60.1- 2004, as amended. (b) Evergreen canopy trees shall be a minimum of six feet in height above ground level at the time of planting. (c) Understory or ornamental trees shall have a caliper of one -and -one half inches at time of planting, as determined in the American Standard for Nursery Stock, ANSI Z60.1-2004, as amended. (d) Deciduous or evergreen shrubs shall be upright in nature and be a minimum of 24 inches in height at the time of planting. (e) In cases where an aggregate caliper inch (ACI) requirement is utilized to derive a required amount of vegetation, and the ACI figure includes a fraction, an applicant may: 1. Utilize a tree or trees with a caliper inch measurement exceeding the minimum size at time of planting standard of § 153.060(C) in order to meet the required ACI; or 2. Round the ACI figure upwards until the figure corresponds with a whole number of trees meeting the minimum size at time of planting standard. When trees exceeding the minimum size at time of planting standard are proposed, the minimum calipers of such trees shall be clearly noted on the Landscaping Plan. (f) In cases where application of landscaping requirements result in a fraction in the number of shrubs to be provided, the minimum number of shrubs or trees to be provided shall be rounded upwards to the next highest whole number. 16 (g) All landscape plant materials shall conform to the latest version of the American Standard of Nursery Stock (ANSI Z60.1, as amended). Plant material shall be of standard quality or better, true to name and type of species or variety. (h) The use of native, drought tolerant vegetation is encouraged to reduce dependency upon irrigation. (i) To curtail the spread of disease or insect infestation in a plant species, new tree plantings shall comply with the following standards: 1. When fewer than 20 trees are required on a site, at least twe four different species shall be utilized, in roughly equal proportions. 2. When more than 20 but fewer than 40 trees are required to be planted on site, at least wee six different species shall be utilized, in roughly equal proportions. 3. When 40 or more trees are required on a site, at least fet r-- ijg t different species shall be utilized, in roughly equal proportions. 4. Nothing in this division shall be construed so as to prevent the utilization of a larger number of different species than specified above. (j) Required species. 1. All trees used in site developments shall be indigenous to the appropriate hardiness zone and physical characteristics of the site. 2. All deciduous trees proposed to satisfy the minimum requirements of this policy shall be long-lived hardwood species. 3. No species listed under 'Prohibited Trees For Planting' in the Citv of Monticello's Tree Manual shall be planted. (3) Existing vegetation. (a) It is the policy of the City of Monticello to preserve the natural forest and woodland areas throughout the city; and with respect to specific site development, to retain, as far as practicable, substantial tree stands which should be incorporated into the site. Areas meeting the definition of Woodland as outlined in section 153.012 DEFINITIONS shall be subiect to the guidelines set forth in 153.061 (2)(a) Woodland Preservation. (b) Existing healthy, well -formed canopy and understory trees as well as healthy shrubs shall be credited toward the requirements of this section, provided the vegetation meets the minimum size standards of this chapter, is protected before and during development of the site in accordance with § 53.061(B), Tree Protection During Construction, and is maintained thereafter in a healthy growing condition. 17 (4) Stabilization. All required landscape planting areas and required yards shall be stabilized and maintained with lawn, ground covers, mulches, or other approved materials to prevent soil erosion and allow rainwater infiltration. (5) Berms. (a) The slope of all berms shall not exceed a two -to -one ratio (horizontal to vertical), shall have a top width at least one-half the berm height, and a maximum height of four feet above the toe of the berm. (b) All berms, regardless of size, shall be stabilized with a ground cover or other suitable vegetation. (c) Berms proposed to be placed along street right-of-way shall be designed and constructed to provide adequate sight distances at intersections and shall not impair safe operation of vehicles. (d) Berms shall in no case damage the roots or trunks of existing healthy vegetation designated to be preserved. (6) Easements. Nothing except groundcover shall be planted or installed within any underground or overhead utility, drainage, gas easement, or within three feet of a fire protection system without the consent of the utility provider, easement holder, or the city, as appropriate. (7) Ground cover when no landscaping or site plan is required. All areas not otherwise improved in accordance with approved site or landscaping plans shall be seeded or sodded with lawn cover, except for managed natural landscapes as defined in M.S. § 412.925. Other exceptions to this criterion may be approved by the Community Development Department as follows: (a) Undisturbed areas containing existing viable natural vegetation which can be maintained free of foreign and noxious plant materials. (b) Areas designated as open space or future expansion areas properly planted and maintained with prairie grass. (c) Use of mulch materials such as bark, rock mulch over four mil poly, and wood chips in support of shrubs and foundation plantings. (D) Landscaping plan requirements. (1) Detailed landscape plans shall be required as specified in this chapter and in all cases where site plan approval is specified by either this chapter or the subdivision ordinance. (a) The landscape plan should illustrate planned development on the site; and IR (b) The landscape plan shall be produced on a separate sheet or sheets from other required plans such as grading, drainage, and utility plans. (2) Detailed landscape plans shall include the following information: (a) In general. 1. Name and address of developer/owner. 2. Name and address of architect/designer. 3. Date of plan preparation. 4. Dates and description of all revisions. 5. Name of project or development. 6. Scale of plan (engineering scale only, at one inch equals 50 feet or less). 7. North point indication. (b) Site analysis. 1. Boundary lines of property with dimensions based upon certified survey. 2. Name and alignment of proposed and existing adjacent on -site streets. 3. Location of existing and proposed utility rights -of -way, easements, and lines (water, gas, electric). 4. Location of existing and proposed building. 5. Topographic contours of the minimum interval of two feet, extending at least 100 feet beyond the site boundaries. 6. Location of existing and proposed parking facilities, including curbing detail and traffic island delineators. 7. Location of existing and proposed water bodies. 8. Location of existing and proposed sidewalks, trail corridors, and fire lanes. 9. Other existing or proposed conditions which would be expected to affect landscaping. 10. Percentage of gross site area not covered by structures and pavement and percentage of gross site area covered by pervious and impervious surfaces. (c) Landscape data. 19 1. Planting schedule (table) containing symbols, quantities, common names, botanical names, sizes of plant material, root specification (b.r., B & B, potted, etc.) and special planting instructions. 2. Existing trees and shrubbery, locations, common names, and approximate size. 3. Planting detail (show all species to scale at normal mature crown diameter or spread for local hardiness zone). 4. Typical sections in details of fences, tie walls, planter boxes, tot lots, picnic areas, berms, and the like. used. 5. Typical sections of landscape islands and planter beds with identification of materials 6. Details of planting beds and foundation plantings. 7. Note indicating how disturbed soil areas will be restored through the use of sodding, seeding, or other techniques 8. Delineation of both sodded and seeded areas with respective areas in square feet. 9. Coverage plan for underground irrigation system, if any. 10. Exterior lighting plan (as applicable). (E) Standards for site landscaping. (1) Purpose and intent. Site landscaping material is intended to soften the visual impact of building foundations and provide for the even dispersal of trees across a development site. (2) No exceptions. The site landscaping provisions of § 153.060(H) shall be required for all development. (3) Distinguished from other required landscaping. Site landscaping, for the purpose of this section, is exclusive of required perimeter buffer and screening landscaping. Plantings required to meet vehicular use area and perimeter vehicular use area landscaping standards can be counted towards meeting site landscaping requirements. (4) Site landscaping standards. Site landscaping shall be supplied in the amounts identified in Table 4-4: Required Site Landscaping Plantings. Site landscaping shall meet the minimum size standards for new planting specified in § (C)(2), Planting Standards. TABLE 4-4: REQUIRED SITE LANDSCAPING PLANTINGS Use Type [1] 1 Required Plantings Per Site [2][3][4] 20 TABLE 4-4: REQUIRED SITE LANDSCAPING PLANTINGS Use Type [1] 1 Required Plantings Per Site [2][3][4] General Standards Single-family detached and 4.0 ACI of canopy trees per street frontage per unit OR Multi -family dwellings with [7] less than five (5) units [5] [6] Multi -Family Dwellings with 16.0 ACI of canopy trees (including at least 3 evergreen trees) per five (5) or more units acre + at least 2 shrubs per each 10 feet of building perimeter, or as may be otherwise specified in the zoning district Civic & Institutional Uses 14.0 ACI of canopy trees (including at least 2 evergreen trees) per acre + at least 1 shrubs per each 10 feet of building perimeter Office & Commercial Uses 10.0 ACI of canopy trees (including at least 1 evergreen tree) per acre + at least 2 shrubs per each 10 feet of building perimeter Industrial Uses 4.0 ACI of canopy trees (including at least 1 evergreen tree) per acre + at least 1 shrub per every 10 feet of a building wall facing a public right-of-way District Specific Standards TN District lot standards See § 153.060(J)(2) (all plantings must be in the front or side yards, and all shrub and flower plantings must be in the front yard) CCD lot standards See § 153.060(J)(3) IBC District lot standards See § 153.060(J)(4) NOTE: ACI = Aggregate Caliper Inches [1]: See Table 5-1, Uses By District. [2]: At least % of the required shrubs shall be of an evergreen variety. 21 [3]: Each evergreen tree meeting the minimum size standards of this section shall count as two caliper inches towards the total number of required canopy tree caliper inches. [4]: Credits towards required landscaping are available for the retention of non -specimen trees per the provisions of § 153.61(D), Tree Preservation Incentives. [5]: Required landscaping trees shall be planted within the boulevard. [6]: Lots in the T-N District shall not adhere to these standards, but instead to the specific standards listed in § 153.61(J)(2). [7]: Required Plantings for corner lots shall be double the listed requirements (8.0 ACI of canopy trees) § 153.061 TREE PROTECTION. (A) Purpose. The purpose of this section is to preserve existing natural resources of the community and to encourage the greening of the city. The City Council finds that the preservation of trees and other vegetation, where practicable, is in the best interest of city residents' health and welfare. To that end, the City Council has found it necessary and desirable to establish regulations to ensure the city preserves its most significant trees and clusters of exiting trees throughout the city. (B) Protection of specimen trees. (1) Applicability. (a) In general. All development in the city, except that exempted in accordance with § 153.061(13)(1)(b) below, shall be required to protect specimen trees in accordance with this section. (b) Exemptions. The following development shall be exempt from these standards: 1. Development on land within the CCD zoning district 1Y1d @11 ^+hor r elpArne-rcci-,ll., and +4duc4rially- ZeRed ^ rti s. 2. Development on land containing an existing single-family detached residential dwelling on a lot -of -record which cannot be further subdivided. (2) Separate plan required. The I�Eat+e^, species @R.d_ Silo of -,'l speei„;eH +rooms +„ he .,ith thic c-_-c-t4on chcll be depiGted eR a sW wtc inveRtery and pFeteetien (Clan clear'„ .depiGtiRg all r „rl i f^r,M,-,+ieR. Every significant tree on the property where the permit is being applied for shall be inventoried and tagged with a unique identification number. This number will be used to depict the tree locations on a map at the 22 same scale as the grading plan. The unique identification numbers shall be keved to a chart showing location, species, condition, size (DBH), and critical root zone (CRZ) of every significant tree on the property. Total DBH inches of all inventoried trees shall be tallied and provided on the chart. In addition to trees on said property, significant trees on adjacent property which have CRZs overlapping onto said propertv must be inventoried. The chart and map shall specifv which trees are to be removed or preserved and reasoning for the decision. The map shall be provided as both a separate sheet and as an overlav atop the grading plan. Special considerations and preservation measures for trees to be preserved shall be described in the tree preservation plan and depicted on both versions of the map. All significant trees shall be nntPd_ (a) Woodland Preservation - Significant trees to be preserved in areas meeting the definition of "woodland" shall be exempt from inventory requirements except where removal is proposed in which case specimen trees shall be inventoried as described above, as well as any significant trees whose CRZ will be impacted by development. If more than 50% of the total area of woodland is to be cleared, specimen and significant trees shall be replaced according to the guidelines set forth in § 153.061 ON Replacement trees required. (3) General requirement. (a) No specimen tree may be removed, and no more than 50% of the total significant tree DBH inches inventoried shall be removed for residential developments, and no more than 75% for commercial or industrial developments, except in accordance with § 153.061(B)(4), Removal of a Specimen Tree ("specimen tree" is defined in § 153.012). Removal of a specimen tree or significant tree shall be subiect to the following requirements ("specimen tree" and "significant tree" is defined in § 153.012). (b) All specimen trees and significant trees shall have the following protections, whether located on public or private land: 1. Cutting, removal, or harm prohibited. Specimen trees and significant trees shall not be cut, removed, pushed over, killed, or otherwise harmed. 2. Paving orsoil compaction prohibited. The area within the dripline of any specimen tree and significant trees shall not be subject to paving or soil compaction greater than 10% of the total area within the dripline, or within 12 feet of the tree trunk. (4) Removal of a specimen tree or sianificant tree. Specimen trees and significant trees may be removed if the landowner demonstrates to the Community Development Department that one of the following sets of conditions is met: 23 (a) Removal of a healthy specimen tree or significant tree beyond the allowable removal allotment. A specimen tree or significant tree that is in healthy condition may only be removed if a44-either of the following standards are met: 1. The specimen tree or significant tree prevents development of a lot platted prior to the effective date of this chapter as denoted in § 153.004 in a way that limits building area to less than otherwise allowed, or hinders compliance with the standards in §§ 153.040 through 153.047, §§ 153.060 through 153.072, and §§ 153.090 through 153.093. 2. Mitigation is provided in accordance with § _ (13)(5), Replacement/Mitigation of Specimen Trees and Significant Trees. Such mitigation shall be counted toward the landscaping and screening requirements required by this ordinance for the development. (b) Removal of a severely diseased, high risk, or dying specimen tree or sianificant tree. A specimen tree or significant tree that is certified as being severely diseased, high risk, or dying by a ^r+;fied arh^r;s+ an ISA Certified Arborist° may be removed without required mitigation. (5) Replacement/mitigation of specimen trees and sianificant trees. Those causing the destruction or removal of a healthy specimen tree or significant tree, unless exempted by this chapter, shall be responsible for the following mitigation: (a) Replacement trees required. 1. Each healthy specimen tree or significant tree removed or destroyed shall be replaced v.oith three ^ mere plaeemeRt trees ^ almRg ^ exceediRg +^+-,i ^f ealip O^Gat a rate of 1:1 aggregate caliper inch (ACI) to removed DBH inches, e.g. removal of a 24" DBH tree shall require planting of 12 x 2" caliper trees. All plantings shall be done in accordance with the standards established in § 153.060 LANDSCAPING AND SCREENING of the Citv of Monticello municipal code of ordinances. In cases where the ACI figure includes a fraction, an applicant may follow the guidelines in section 153.06(C)(2)(e). 2. The required replacement trees shall be planted within 12 months of the removal or destruction of the specimen tree. 3. Boulevard trees removed or destroved shall be replaced at a 1:1 ratio (one new tree for each tree removed) due to planting space restrictions. If replanting sites available are found to violate the standards for boulevard tree plantings set forth in the Tree Manual or are otherwise unsuitable, alternative plantings sites may be required. Planting in a location where a stump was recently removed should be avoided, if possible. Pending approval by the Citv Forester replanting requirements may be substituted with the pavment of a fee equivalent to the replanting cost of trees and labor, to be paid to the Citv Shade Tree Fund. (b) Location of replacement trees. Replacement trees shall be either planted on the parcel of land from which the specimen tree was removed if sufficient space is available, or placed on 24 nearby lands in accordance with § 153.UbU(E), Alternative Landscape Plan. If soil qualitv is determined to be non -conducive to tree root development by the Citv Forester, soil replacement or improvement measures may be required. Pending approval by the Citv Forester, replanting requirements may be substituted with the payment of a fee equivalent to the replanting cost of trees and labor, to be paid to the Citv Shade Tree Fund. (c) Establishment period. Replacement trees shall be maintained through an establishment period of at least two complete growing seasons. The applicant shall guarantee the survival and health of all replacement trees during the establishment period and guarantee any associated replacement costs. If the replacement trees do not survive the establishment period, the applicant shall purchase and install new replacement trees. (C) Tree protection during construction. (1) Owner's responsibility. During development, the owner or developer shall be responsible for the erection of any and all barriers necessary to protect any existing or installed vegetation from damage both during and after construction. (2) Tree protection fencing and tree save areas. (a) Where required. Specimen trees, significant trees, and other existing trees being used for credit towards landscaping requirements shall be fenced with a sturdy and visible fence before grading or other development activity begins. Fencing shall be erected no closer than one linear foot to the tree's dripline or CRZ. The Community Development Department shall consider the existing site conditions in determining the exact location for tree protection fencing. Areas located inside of tree protection fencing are considered "tree save areas". (b) Inspection. All tree protection measures shall be inspected and approved by the city prior to start of any land disturbing activities. Failure to have tree protection measures approved prior to the commencement of construction is a violation of this chapter. (c) When required. No construction, grading, equipment or material storage, or any other activity shall be allowed within the tree save (fenced) area without the approval of an ISA Certified Arborist° or the Citv Forester. Fencing shall be maintained until after the final site inspection. (3) Encroachments into tree save areas. Encroachments into specimen tree save areas shall occur only when no other alternative exists. If such an encroachment is anticipated, the following preventive measures shall be employed with the approval of an ISA Certified Arborist° or the Citv Forester: (a) Soil compaction. Where compaction might occur due to construction traffic or materials delivery through a tree save area, the area must first be mulched with a minimum 25 four inch layer of wood chips. Equipment or materials storage shall not be allowed within a tree save area. (b) Fill. No fill shall be placed within a specimen tree save area without adequate venting to allow air and water to reach the roots. (c) Chemical contamination. Trees located within a specimen tree save area shall be protected from chemical contamination from liquids or other materials, including but not limited to paint, chemical solvents, gasoline, oil, diesel fuel, hydraulic fluid, concrete spoils, or rinse water from vehicle cleaning, including rinsing of concrete truck tanks and chutes. (d) Paving limitations. Except for driveway access points, sidewalks, curb, and gutter; no paving shall occur within five feet of a specimen tree save area unless authorized through an alternative landscaping plan [See § 153.060(E), Alternative Landscaping Plan]. (D) Tree preservation incentives. (1) Tree preservation credits. In order to encourage the preservation of as many healthy trees as practical on a development site, credit towards the minimum landscaping requirements shall be applied to all existing trees retained on a site that are not specimen trees that comply with the credit standards of this division. Credits are offered only for trees that are not required to be retained by other sections of this chapter. Credits shall be granted in accordance with the following standards: (a) Credit amount. A credit of one -and -one -quarter multiplied by the aggregate caliper of trees that are not specimen trees shall be credited and applied towards the landscaping standards in § 153.060, Landscaping and Screening, when the trees that are saved comply with the following minimum size standards: 1. Canopy trees. Canopy trees, whether deciduous or evergreen, of seven inches in caliper or greater, measured six inches above ground level. 2. Understory/ornamental trees. Understory or ornamental trees, whether deciduous or evergreen, of four inches in caliper or greater, measured four inches above ground level. (b) Credit applied towards required plantings. The credit shall be applied to the aggregate tree caliper inch standards for landscaping. In no case shall credits substitute for more than 75% of the required landscaping material. (c) Exclusions to credit provisions. Dead, dying or diseased trees shall not be used towards crediting. (2) Reduction in the minimum number of required parking spaces. Up to a 5% reduction in the number of off-street parking spaces required on a development site shall be allowed if the reduction in the amount of required pavement will preserve the root zones of existing healthy 26 specimen trees. The amount of reduction can be determined only after taking into consideration any unique site conditions and the impact of the reduction on parking needs for the use, and must be agreed upon by both the applicant and the Community Development Department. Alternative paving materials may be required by the Community Development Department in cases where required parking areas encroach upon root zones. 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 IX, Chapter 92 Property Maintenance, Title XV, Chapter 152, Subdivision Ordinance, Title XV, Chapter 153, Zoning Ordinance, and to renumber the tables and chapters accordingly as necessary to provide the intended effect of this Ordinance. The City Clerk is further directed to make necessary corrections to any internal citations that result from said renumbering process, provided that such changes retain the purpose and intent of the Zoning Ordinance as has been adopted. SECTION 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. Adopted by Monticello City Council the 28t" day of April, 2025. ATTEST: Jennifer Schreiber, City Clerk AYES: NAYS: 27 Lloyd Hilgart, Mayor SUMMARY ORDINANCE NO. 847A CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA A SUMMARY ORDINANCE AMENDING MONTICELLO CITY CODE TITLE IX: GENERAL REGULATIONS, CHAPTER 92: PROPERTY MAINTENANCE, TITLE XV: LAND USAGE, CHAPTER 152: SUBDIVISION, AND CHAPTER 153: ZONING ORDINANCE REGULATING THE PLANTING AND MAINTAINING OF TREES AND TREE CANOPY NOTICE IS HEREBY GIVEN that, on April 28, 2025, Ordinance No. 847 was adopted by the City Council of the City of Monticello, Minnesota. Due to its lengthy nature the following Summary Ordinance No. 847A was prepared for publication as authorized by state law. The ordinance adopted by the Council amends the Monticello City Code by amending the following sections: Title IX: Property Maintenance §92.XX Definitions (Adding) §92.46 Prohibited Trees §92.47 Order to Treat or Remove §92.48 Regulations for Planting in Public Places §92.48(B)(1) §92.48 (3)(a) §92.49 Requirements Applicable to Trees in New Subdivisions §92.49(A) §92.49(B) §92.50 Shade Tree Disease and Insect Control §92.50(A) §92.50(1)(1) §92.50(1)(2) §92.50(L)(1)(b) §92.51 Abuse or Mutilation Title XV: Land Usage §152.040 Preliminary Plat §153.012 Definitions §153.060 Landscaping and Screening §153.060(C)(2)(i)(1) §153.060(C)(2)(i)(2) §153.060(C)(2)(i)(3) §153.060(C)(2)(j)(3) SUMMARY ORDINANCE NO. 847A §153.060(C)(3)(a) §153.060 Table4-4: Required Site Landscaping Plantings §153.061 Tree Protection §153.061(B)(2) §153.061(B)(3)(a) §153.061(B)(3)(b) §153.061(B)(4) §153.061(B)(5) §153.061(C)(2)(a) §153.061(C)(2)(c) §153.061(C)(3) A printed copy of the whole ordinance is available for inspection by any person during the City's regular office hours. The complete ordinance will be posted on the City's website following publication. APPROVED FOR PUBLICATION by the City Council of the City of Monticello, Minnesota, this 28t" day of April, 2025. CITY OF MONTICELLO Lloyd Hilgart, Mayor Jennifer Schreiber, City Clerk VOTING IN FAVOR: VOTING IN OPPOSITION: CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA CITY COUNCIL RESOLUTION 2025-30 A RESOLUTION AMENDING THE MONTICELLO CITY CODE, TITLE XV: CHAPTER 152: SUBDIVISIONS AND MONTICELLO ZONING ORDINANCE CHAPTER 153.027, 152.060 AND 152.061, AND ANY OTHER RELATED SECTIONS OF SUBDIVISION OR ZONING ORDINANCE TEXT NECESSARY AS RELATED TO REGULATIONS FOR PLANTING AND MAINTAINING TREES AND TREE CANOPY WHEREAS, the City of Monticello has adopted ordinance regulations to promote and protect the public health, safety and general welfare by providing for the protection, planting and maintenance of trees within the city; and WHEREAS, the City has embarked on a comprehensive assessment and evaluation of its tree canopy inventory and companion tree canopy management programs; and WHEREAA, the tree inventory and canopy assessment prepared for the City have documented that trees are significant resource for the community, adding character and value to neighborhoods; and WHEREAS, as a result of the evaluation and assessment of the tree canopy and management programs, the City has determined it necessary to amend its regulations for the protection and enhancement of the City's tree canopy; and WHEREAS, the Planning Commission of the City of Monticello has reviewed the ordinance amendments for the Subdivision and Zoning Ordinances and held a public hearing on the proposed Subdivision and Zoning Ordinance amendment on April 1, 2025, and has recommended approval of said amendments; and WHEREAS, the City Council of the City of Monticello makes the following Findings of Fact in relation to the approval: 1. The proposed amendments are consistent with the City's interest in protecting the health, safety, and welfare of its residents, businesses, and property owners. 2. The proposed amendments support the protection and integration of street trees into Monticello's neighborhoods to enhance their visual quality, create inviting and safe spaces, and improve access to nature and recreation. 3. The proposed amendments serve to promote tree growth throughout the city and encourage tree plantings along streets, pathways and on private property. 4. The proposed amendments are in alignment with the Monticello 2040 Vision + Plan goals for a strong set of amenities which enhance quality of life, retain CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA CITY COUNCIL RESOLUTION 2025-30 residents and support continued investment, and design which minimizes impacts to mature landscaping, water features and environmentally sensitive areas. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota, the Monticello City Council hereby recommends the approval of the proposed Amendments to the Zoning Ordinance specified in Ordinance 847. Adopted by the Monticello City Council this 2811 day of April, 2025. ATTEST: Jennifer Schreiber, City Clerk Lloyd Hilgart, Mayor 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. 2025-15 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO RECOMMENDING APPROVAL OF AMENDMENT TO THE MONTICELLO CITY CODE, CHAPTER 152: SUBDIVISIONS AND MONTICELLO ZONING ORDINANCE CHAPTER 153.027, 152.060 AND 152.061, AND ANY OTHER RELATED SECTIONS OF SUBDIVISION OR ZONING ORDINANCE TEXT NECESSARY AS RELATED TO REGULATIONS FOR PLANTING AND MAINTAINING TREES AND TREE CANOPY WHEREAS, the City of Monticello has adopted ordinance regulations to promote and protect the public health, safety and general welfare by providing for the protection, planting and maintenance of trees within the city; and WHEREAS, the City has embarked on a comprehensive assessment and evaluation of its tree canopy inventory and companion tree canopy management programs; and WHEREAA, the tree inventory and canopy assessment prepared for the City have documented that trees are significant resource for the community, adding character and value to neighborhoods; and WHEREAS, as a result of the evaluation and assessment of the tree canopy and management programs, the City has determined it necessary to amend its regulations for the protection and enhancement of the City's tree canopy; and WHEREAS, the Planning Commission held a public hearing on the amendment on April 1, 2025 and members of the public were provided the opportunity to present information to the Planning Commission and comment on the proposed ordinance amendment; 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 approval: 1. The proposed amendments are consistent with the City's interest in protecting the health, safety, and welfare of its residents, businesses, and property owners. 2. The proposed amendments support the protection and integration of street trees into Monticello's neighborhoods to enhance their visual quality, create inviting and safe spaces, and improve access to nature and recreation. 3. The proposed amendments serve to promote tree growth throughout the city and encourage tree plantings along streets, pathways and on private property. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. 2025-15 4. The proposed amendments are in alignment with the Monticello 2040 Vision + Plan goals for a strong set of amenities which enhance quality of life, retain residents and support continued investment, and design which minimizes impacts to mature landscaping, water features and environmentally sensitive areas. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, the Planning Commission hereby recommends that the Monticello City Council approve the proposed Amendments to the Zoning Ordinance specified in Ordinance No. 8XX. ADOPTED this 1st day of April, 2025, by the Planning Commission of the City of Monticello, Minnesota. ATTEST: An€ MONTICELLO PLANNING COMMISSION Byc Andrew Tapp ra it inity Development Director I ITl OI Monticello I T" Jr Ali URBAN TREE CANUF REPORT URBAN TREE CANOPY EXECUTIVE SUMMARY PROJECT OVERVIEW In 2024, the City of Monticello commissioned a tree canopy study to provide the city with a data -based assessment that describes where trees are currently, where they are needed, and the structure, function, and value of the urban forest to the community. MONTICELLO'S LAND COVER Bare soil 3% Other vegetation 43% Impervious surface 22% MONTICELLO'S TREE CANOPY Monticello, Minnesota, has a population of 14,831 residents and contains 1,798 acres of tree canopy. In total, 24.3% of the city is shaded by trees. An additional 2,005 acres of land in Monticello could possibly support tree canopy, which would bring citywide tree cover up to 51%. Residential land in Monticello contains both the greatest existing tree canopy as well as the most land Open water area where additional tree canopy can be added. 8% NEXT STEPS $103 million Total value of carbon that is stored by Monticello's trees Each year, Monticello's trees also provide Annual CO2 capture 1,820 tons, valued at $309,657 Annual air pollutants removal 46 tons, valued at $13,048 Annual stormwater interception 960,720 gallons, valued at $8,585 Monticello's urban forest is an important asset that improves the quality of life for everyone in the city. Future actions to preserve and expand tree canopy include planting trees, particularly within low -canopy neighborhoods; preserving existing tree canopy; and monitoring changes in tree cover on a regular basis. ANNUAL TREE BENEFITS Air Pollution Removal $13,048 Stormwater Interception $8,585 EXECUTIVE SUMMARY..................................................................................................................................I INTRODUCTION............................................................................................................................................. 2 SECTION I: LAND COVER MAPPING AND METRICS........................................................................... 3 SECTION II: URBAN HEAT ISLAND STUDY.........................................................................................13 SECTION III: BENEFITS OF THE URBAN FOREST.............................................................................14 CONCLUSION................................................................................................................................................15 GLOSSARY......................................................................................................................................................16 REFERENCES..................................................................................................................................................17 The City of Monticello in Wright County, Minnesota, is home to an estimated 14,460 people (U.S. Census Bureau, 2020). The city sits along the Mississippi River and lies just northwest of the Minneapolis -Saint Paul metropolitan center. Monticello has been recognized by the Arbor Day Foundation as a Tree City USA since 2008. Tree canopy is an essential part of Monticello's infrastructure that helps to address multiple community goals and priorities. Benefits related to stormwater handling, air quality, and carbon capture have been quantified for Monticello's citywide tree canopy and are further described in Section III. This report does not capture other known tree benefits —including property value increases, public safety, traffic calming, and human health benefits —that improve the quality of life in Monticello. To preserve tree benefits and make them more equitable into the future, it is important to continue to reduce inequality in tree canopy cover and to mitigate threats to the urban forest. This report presents data, analysis, and maps organized into the following sections: Urban Tree Canopy Report Davey Resource Group City of Monticello, Minnesota 2 January 2025 • Section I: Land Cover Mapping and Metrics. Examines Monticello's tree canopy and other Land cover. • Section II: Urban Heat Island Study. Explores the variation in surface temperature across Monticello. • Section III. Benefits of the Urban Forest. Presents an estimate of public benefits that are provided by Monticello's citywide tree canopy. What is an urban forest? An urban forest consists of all trees growing on public and private land. In Monticello, this includes all trees across 6,149 acres of city land, including those in parks, open space, backyards, commercial land, schoolyards, and along streets, as well as trees within 1,257 acres of Bertram Park. The City of Monticello worked with Davey Resource Group, Inc., (DRG) to analyze 2023 leaf -on, high -resolution aerial imagery from the U.S. Department of Agriculture National Agriculture Imagery Program (NAIP). The assessment categorized city area into five land cover classes as seen from above: tree canopy, other vegetation, impervious surface, bare soil, and water. Land Cover Classification Monticello and Bertram Park contain 1,798 acres of tree canopy, which translates into citywide tree canopy cover of 24.3% (Figure 1, Table 1, Map 1). Impervious surfaces —including streets, sidewalks, parking lots, and buildings —that are not shaded by trees comprise an additional 22% of total city land area. An additional 27% of land area (2,005 acres) could possibly support additional tree planting; this includes fields, residential lawns, specially constructed planting beds in or around impervious surfaces. It excludes areas such as ball fields and utility rights -of -way where trees may conflict with existing land uses. Planting trees within these areas could expand citywide tree canopy cover to a maximum of 51%. Urban Tree Canopy Report Davey Resource Group City of Monticello, Minnesota 3 January 2025 Bare soil 3% v Open water 8% Figure 1. Land cover in Monticello. Table 1. Tree cover in Monticello as a Dercentaae of total citv area. Monticello 6,149 21% 26% 26% 47% Monticello and Bertram 7,406 24% 22% 27% 51% Park How does Monticello compare? Monticello's tree cover of 24.3% is similar to that of several other similarly sized communities across the U.S. (Table 2). Although comparison data from similar sized communities in Minnesota is limited, research has noted that canopy cover of 40%-60% is typically attainable (Leahy, American Forests, 2017). Table 2. Tree Cover by Communi Urbana, IL 7,627 1,549 20.3% Davis, CA 6,426 1,681 26.2% Goshen, IN 11,494 2,313 20.1% Mountain View, CA 7,829 1,443 18.4% Yuba City, CA 9,545 1,824 19.1% Urban Tree Canopy Report Davey Resource Group City of Monticello, Minnesota 4 January 2025 Monticello, Minnesota Land Cover Classification - - � City Limits .. _ Project Boundary Land Cover Classification i Tree Canopy Grass/Low-Lying Vegetation Impervious Surface "7` r Bare Soil y -Open Water ,j ,y*-t , � I i%-1 Ib 6 F rip. � ,�, >wt✓ �s � i i I i $ I-`�'�"il—"�. �.... (' 0 0.5 1 2 Miles Map 1. Land cover in Monticello. Tree Canopy by Zoning Type Examining how tree canopy is distributed across zoning classes can provide additional insight into where trees are and where they are most needed. By percentage, the four zoning classes with the highest tree cover are Manufactured Home Park District (M-H, 44%), Single Family and Two Family Residential (R-2, 33%), Single Family Residential (32%), and Residential Planned Unit Development (32%; Table 3). By acreage, Single Family Residential has the greatest existing tree canopy (536 acres) as well as the most land area where additional tree canopy can be added (490 acres). High Density Residential, which often includes multi -story apartment buildings, townhome complexes, condominiums, and converted commercial buildings, has the lowest tree cover of all Urban Tree Canopy Report Davey Resource Group City of Monticello, Minnesota 5 January 2025 residential classes (3%) while also exhibiting a large opportunity for canopy growth, with 34% of its land area suitable for adding trees. Central Community District (65%) and Regional Business (55%) are two zoning classes with the highest percentage of impervious surface, likely due to larger building footprints and associated parking facilities. This correlates with their Low tree canopy percentage (15% and 6% respectively). Regional Business areas have 28% of their Land area avaiLabLe for additional planting, which could Likely be utilized in parking lots or other large expanses of pavement. Adding trees within and around parking lots could help shade and cool these areas, while also intercepting hundreds to thousands of gallons of stormwater runoff. Collectively, residential zoning types contain one half of the city's urban forest (Table 4, Figure 2). These zoning types have the highest existing tree cover and the Largest potential for planting new trees (819 possible tree canopy acres). Table 3. Current and A-0 Agriculture - Open Space B-1 Neighborhood Business B-2 Limited Business B-3 Highway Business B-4 Regional Business CCD Central Community District 1-1 Light Industrial 1-2 Heavy Industrial Industrial and Business IBC Campus District Manufactured Home Park M-H District PCD Pointes at Cedar District R-1 Single Family Residential Single Family and Two Family R 2 Residential R-3 Medium Density Residential R-4 High Density Residential R-A Residential Amenities District Residential Planned Unit R-PUD Development Traditional Neighborhood T-N Residence Area class. 770 12% 4% 19% 31% 4 15% 54% 17% 32% 69 17% 35% 21% 39% 220 5% 50% 31% 36% 207 6% 55% 28% 34% 121 15% 65% 12% 28% 188 9% 26% 46% 55% 658 29% 25% 36% 65% 97 10% 23% 43% 53% 136 44% 23% 19% 63% 89 5% 13% 17% 22% 1,693 32% 18% 29% 61% 295 33% 30% 20% 53% 115 23% 35% 28% 51% 18 3% 52% 34% 38% 224 27% 9% 18% 45% 75 32% 23% 17% 49% 34 18% 26% 29% 47% Urban Tree Canopy Report Davey Resource Group City of Monticello, Minnesota 6 January 2025 Table 4. Tree canor)v cover by zoning type. _ CANOPY Residential 3,361 902 27% 16% 24% 51% Industrial 943 217 23% 25% 39% 62% Business 621 55 I 9% 53% 25% 34% 30% 25% L 20% aj 0 U 15% aj Pi L ~ 10% 5% 0% 27% 23% 9% Residential Industrial Business Zoning Type Figure 2. Average tree canopy coverage by base land use classification. Tree Canopy within Parks Parks account for 21% (1,558 acres) of total land area in Monticello. Existing tree cover within parks (39%) is above city average; an additional 34% of park area is possible tree canopy (Table 5, Map 2). In total, Monticello parks contain 602 acres of tree canopy and have the potential to add an additional 531 acres of trees. Table 5. Tree cover across Monticello's 32 parks. Monticello 1,558 Parks Urban Tree Canopy Report Davey Resource Group City of Monticello, Minnesota 7 January 2025 Monticello, Minnesota. Canopy Coverage by Park r .f CityLimits L-----i OProject Boundary Canopy Percent Less than 15 % 15% to 25% 25% to 35% - Greater than 35% Bertram Chai of n f Lakes Regional Park R r e Rapids Park II Park �f' y„ � FreevraY "�- P�eltlsf;ark �' Sunse[ M eatlo�.: ponds Park Pioneerr Park ;Cartlmal ParksE Park a`IL-is ns"Paik) Hills P rk Cartlmal � w{ }e 0 0.5 1 2 Miles Map 2. Monticello, Minnesota, canopy cover by park. Tree Canopy by Parcel DRG collected and analyzed data for the 5,566 individual parcels in Monticello, which range in size from less than one acre to 387 acres and include both public (municipal, state, and federally owned) and private parcels. The most common parcel condition is between 0%-10% tree cover (42% of all parcels), while only 52 parcels (1%) are fully forested with 90%-100% tree cover (Figure 3). Urban Tree Canopy Report Davey Resource Group City of Monticello, Minnesota 8 January 2025 90%-100% ■ 52 80%-90% M 85 70%-80% 169 v 60%-70% 263 u L 50%-60% 364 a 40%-50% 396 0 ro 30%-40% 523 V 20%-30% 605 10%-20% 759 0%-10% 0 500 1,000 1,500 Parcels Figure 3. Canopy cover distribution of parcels. Tree Canopy by Subdivision 2,342 2,000 2,500 Tree cover was measured across 248 subdivisions in Monticello. There are 666 acres of existing tree canopy within subdivisions (19% tree cover; Table 6). An additional 935 acres (27%) is characterized as possible planting area. If fully maximized with tree plantings, subdivisions could reach 46% maximum tree canopy. Table 6. Current and Monticello Subdivisions across Monticello's 248 subdivisions Subdivision tree canopy percentages range from 0% (no canopy) to 100% (fully forested). Most subdivisions (161) have 25 % tree cover or less (Figure 4). Of these 161 subdivisions, 100 of them have less than 10% tree canopy present, and therefore have opportunities for adding to the canopy with greater potential planting sites available. Urban Tree Canopy Report Davey Resource Group City of Monticello, Minnesota 9 January 2025 76%-100% ' 5 °, 0 cu v v 51%-75% .15 LL r 26%-50% 67 0-25% 0 50 100 150 Number of subdivisions 161 200 Figure 4. Distribution of tree cover by subdivision (248 subdivisions). Tree Canopy by Block Group and Census Tract Census tracts are federally designated areas of study, for which a wealth of socioeconomic and other data can be found. A U.S. Census block group is a statistical subdivision of a census tract, which is typically made up of multiple block groups. Block groups are the smallest areas for which the Census Bureau collects sample data. Because block groups are determined by population count, the number of people in each area dictates the size of the block group. Tree cover ranges from 7%-43% among census areas (Table 7; Map 3). Census tracts have 19%- 30% of their land cover available for additional tree planting, with maximum tree canopy area ranging from 31%-60%. Table 7. Monticello tree cover by U.S. Census tract and block group. CENSUS TRACT AN6' • ••UP 2701710100202 IMPERVIOUSPOSSIBLE ACR REECOVER ;WS* SURFACE 218 7% 4% TREE CANOPY 23% TREE CANOPY 31% 1 218 7% 4% 23% 31% 2701710100203 4,098 30% 17% 29% 60% 1 969 43% 15% 26% 69% 2 463 30% 21% 29% 59% 3 327 23% 45% 19% 42% 4 2,339 26% 13% 32% 58% 2701710100205 1,046 23% 30% 19% 42% 1 211 24% 44% 21% 45% 2 835 23% 26% 18% 41% 2701710100206 1,994 15% 31% 28% 43% 1 559 29% 28% 26% 55% 2 1,435 10% 33% 29% 38% Urban Tree Canopy Report Davey Resource Group City of Monticello, Minnesota 10 January 2025 Monticello, Minnesota Canopy Coverage by Block Group -----� City Limits OProject Boundary Canopy Percent Less than 15 % 15% to 25% 25% to 35% Greater than 35% 0 0.5 1 2 Ailes Map 3. Monticello, Minnesota, canopy percent by block groups. Tree Canopy by Quadrant Tree canopy in Monticello was summarized by city quadrant. Despite consistent distribution of impervious surface throughout the city's four quadrants (between 21%-29%), tree cover varies widely across quadrants, ranging from 11% cover in the southwest quadrant to 35% in the northwest quadrant (35%; Table 8, Map 4). Table 8. Monticello tree cover by city quadrant. QUADRANT ACRES TREE COVER CANOPYSURFACE •• Southeast 2,211 14% 29% 28% 42% Northeast 1,064 23% 29% 18% 41% Northwest 1,867 35% 21% 26% 61% Southwest 1,006 11% 25% 28% 40% Urban Tree Canopy Report Davey Resource Group City of Monticello, Minnesota 11 January 2025 w�. 0.5 2 Miles SW Map 4. Monticello tree cover by city quadrant. Urban Tree Canopy Report City of Monticello, Minnesota Monticello, Minnesota Canopy Coverage by Quadrant r City Limits i----I OProject Boundary Canopy Percent Less than 15% 15% to 25% 25% to 30% Greater than30% Davey Resource Group 12 January 2025 Urban areas are often subject to higher localized temperatures due to large amounts of impervious surfaces that trap and retain heat relative to nearby undeveloped areas, a phenomenon known as urban heat island effect. To establish an understanding of the distribution of urban heat in Monticello, land surface temperatures were taken during late afternoon on August 19, 2023 and August 13, 2024 and averaged to produce a map (Map 5). Average surface temperatures varied from 64-92 degrees F. By visually comparing this map to the map of land cover (Map 1), it can be seen that higher land surface temperatures occur within areas with dense impervious surface and are inversely related to areas with high tree cover. J w�E 0 0.5 1 Monticello, Minnesota Summer Land Surface Temperature t�r � 4 .W City Limits Project Boundary Land Surface Tempature - 91.97°F 63.91' F Map 5. Monticello land surface temperature, averaged from remotely sensed thermal bands from approximately 5:00 p.m. on August 19, 2023 and August 13, 2024. Urban Tree Canopy Report Davey Resource Group City of Monticello, Minnesota 13 January 2025 The trees of Monticello play a vital role in the quality of life of residents while offering a variety of benefits. Trees provide essential environmental, social, and human health benefits, the value of which can be estimated from avoided costs. Annual Value of Monticello's Tree Canopy Benefits: $331,290 Monticello's tree canopy cover provides annual benefits totaling $331,290 as estimated from the i- Tree Tools software suite from the USDA Forest Service (Table 7): • Carbon. The trees sequester 1,820 tons of carbon, reducing the amount returning to the atmosphere as a greenhouse gas. Annual value: $309,657. • Stormwater. The trees intercept and absorb about 960,720 gallons of stormwater, reducing the amount entering the storm sewer system. Annual value: $8,585. • Air Pollution. The trees remove 398 pounds of carbon monoxide, 7,930 pounds of nitrogen dioxide, 60,235 pounds of ozone, and 822 pounds of sulfur dioxide from the atmosphere, helping to reduce atmospheric warming, improve air quality, and mitigate the public health effects from air pollution. Annual value: $5,027. • Air Quality. Monticello's urban forest removes 23,358 pounds of dust, smoke, and other particles from the air, directly improving air quality and respiratory health (e.g., asthma). Annual value: $8,021. Table 7. Ecosystem benefits provided by Monticello's urban forest. Annual benefits Air quality: Carbon Monoxide (CO removal (lb) 398 $23 Air quality: Nitrogen Dioxide (NO2) removal (lb) 7,930 $170 Air quality: Ozone (03) removal (lb) 60,235 $4,828 Air quality: Sulfur Dioxide (S02) removal (lb) 822 $6 Air quality: Particulate Matter (PM2.5 & PMlo) removal (lb) 23,385 $8,021 Carbon (C) sequestration (ton) 6,660 $309,657 Stormwater: avoided runoff (gal) 960,720 $8,585 Accrued benefits Carbon storage (ton) 60,930 $10,391,290 Urban Tree Canopy Report Davey Resource Group City of Monticello, Minnesota 14 January 2025 Value of Carbon Stored by Monticello's Trees Over Their Lifetimes: $10.4 million The largest annual ecosystem benefit that Monticello's trees provide is the sequestration of 1,820 tons of carbon each year. Over their lifetimes, Monticello's trees have stored a total of 60,930 tons of carbon stored, valued at $10.4 million (Table 7). This benefit represents the long-term contribution that trees by removing carbon from the atmosphere and storing it in the roots, stems, and foliage. Monticello's urban forest is an important asset that provides innumerable social, environmental, and economic benefits. This analysis helps to document the current state of the urban forest in Monticello and relate that to urban heat island and community benefits. As a result of this study, Monticello can consider possible future actions to preserve and expand tree canopy: • Plant New Trees. Monticello's tree canopy cover is currently 24.3% and varies across the city. Future tree plantings could be planned to prioritize lower canopy areas, to ensure that all residents are receiving benefits from the urban forest. The City and its partners should also encourage private property tree planting in residential, business, and industrial areas to help mitigate urban heat. • Preserve Existing Tree Canopy. Mature canopy trees contribute significantly more benefits than do young, small trees. Caring for and preserving large trees should be an integral part of Monticello's strategy to maximize the benefits provided by trees and ensure a sustainable canopy over time. Methods to preserve existing tree canopy include education and outreach campaigns —including volunteer programs—, tree protection and preservation policies, and programs that celebrate large trees such as a Heritage Tree program. • Remeasure Tree Canopy on A Regular Basis. As initiatives are undertaken to preserve and care for existing trees and plant new ones, Monticello will want to track progress and re-evaluate efforts towards meeting community goals. While a rigorous tree canopy analysis provides useful, detailed information, Monticello can perform less rigorous self -assessments to track canopy changes using i-Tree Canopy. Industry standards recommend assessing tree canopy every 5-10 years. Monticello is encouraged to use urban tree canopy data and additional datasets to analyze relationships and connections that can help develop community objectives, understand challenges, and frame urban forest management decisions. Urban Tree Canopy Report Davey Resource Group City of Monticello, Minnesota 15 January 2025 bare soil (land cover): Areas mapped as bare soil typically include vacant lots, construction areas, and baseball fields. block group: A US Census -defined geographic area that is typically made up of 600-3,000 residents. canopy: Branches and foliage that make up a tree's crown. canopy cover: The area of land surface that is covered by tree canopy as seen from an aerial view. carbon: An abundant chemical element that is an important building block for humans, plants, and animals; it is also found in the atmosphere, where it is part of molecules that contribute to climate change. carbon monoxide (CO): An odorless, colorless gas in the atmosphere that results from the incomplete combustion of fuels and is toxic to humans. carbon sequestration: Removal of carbon from the atmosphere. Trees remove carbon through a process known as photosynthesis, which converts sunlight and carbon dioxide into food. carbon storage: Storage of carbon, such as in the wood and leaves of trees, that keeps it out of the atmosphere. existing tree canopy: The amount of tree canopy present within the community boundary. impervious surface (land cover): Area that does not allow rainfall to infiltrate the soil; typically includes buildings, parking lots, and roads. i-Tree Canopy: The i-Tree Canopy tool allows users to easily photo -interpret GoogLe aerial images of their area to produce statistical estimates of tree and other cover types, along with calculations of their estimates. This tool serves as a simple, quick, and inexpensive means for cities and forest managers to accurately estimate their tree and other cover types. i-Tree Tools: State-of-the-art, peer -reviewed software suite from the USDA Forest Service that provides urban forestry analysis and benefits assessment tools. The i-Tree Tools help communities of all sizes to strengthen their urban forest management and advocacy efforts by quantifying the structure of community trees and the environmental services that trees provide. Tree benefits were calculated using the i-Tree Vue model and TR- 55 hydrologic equations. i-Tree Vue estimates carbon storage and sequestration and air pollutant removal. TR- 55 hydrologic equations model stormwater runoff. Land cover: Physical features on the earth mapped from satellite or aerial imagery such as bare soils, canopy, impervious, vegetation, or open water. nitrogen dioxide (NO2): Nitrogen dioxide is a compound typically created during the combustion processes and is a major contributor to smog formation and acid deposition. open water (land cover): Land cover consisting of water, including Lakes, rivers, streams, and ponds. ozone (03): A strong -smelling, pale blue, reactive toxic chemical gas with molecules of three oxygen atoms. It is a product of the photochemical process involving the sun's energy. Ozone exists in the upper layer of the atmosphere as well as at the Earth's surface. Ozone at the Earth's surface can cause numerous adverse human health effects. It is a major component of smog. Urban Tree Canopy Report Davey Resource Group City of Monticello, Minnesota 16 January 2025 particulate matter (PM1o): A class of air pollutants consisting of tiny solid or liquid particles of soot, dust, smoke, fumes, and mists that are 10 micrometers in size. possible tree canopy: The amount of land that is theoretically available for the establishment of tree canopy within the city boundary, including both vegetation and impervious surfaces but excluding open water and active recreational spaces (such as ball fields). right-of-way (ROW): A strip of land generally owned by a public entity on which infrastructure such as highways, railroads, or power lines are built. species:A category of scientific classification consisting of related organisms that are capable of interbreeding. stormwater: rain and snow melt that have the potential to collect on land and run off into streets, rivers, and streams. Large collections of stormwater runoff can contribute to flooding and sewer overflows. sulfur dioxide (S02): A strong -smelling, colorless gas that is formed by the combustion of fossil fuels. Sulfur oxides contribute to the problem of acid rain. tree: A tree is defined as a perennial woody plant that may grow more than 20 feet tall. It usually has one main stem, although many species may have multiple stems. tree benefit: An economic, environmental, or social improvement that benefits the community and results mostly from the presence of a tree. The benefit carries real or intrinsic value. urban forest: All of the trees within a municipality or a community, both publicly and privately owned. This includes the trees along streets and in parks, residential yards, and other developed areas. urban tree canopy assessment (UTC): A study of land cover to better understand where trees are currently present and where they could potentially be added. This assessment is typically performed using aerial photographs and spatial data. vegetation (land cover): Vegetated area (grass, shrubs, etc.) that is not shaded by trees that allows rainfall to infiltrate the soil ("pervious"); typically includes parks, golf courses, and lawns. US Census Bureau. 2020 Census. https://www.census.gov/quickfacts/monticellocityminnesota USDA Forest Service. (n.d.). i-Tree Tools. [Computer Software]. iTree Canopy v 7.0 and iTree Hydro v 6.0. Retrieved from https://www.itreetooLs.org/ Wolf, K. 2007. City Trees and Property Values. Arborist News 16, 4: p. 34-36. Urban Tree Canopy Report Davey Resource Group City of Monticello, Minnesota 17 January 2025 Ellison Park +� TABLE OF CONTENTS TABLEOF CONTENTS....................................................................................................................................................... ACKNOWLEDGMENTS.................................................................................................................................................... II EXECUTIVE SUMMARY.................................................................................................................................................. III INVENTORY ANALYSIS SUMMARY................................................................................................................................ IV INTRODUCTION............................................................................................................................................................. 1 SECTION 1: STRUCTURE AND COMPOSITION................................................................................................................. 4 SPECIES& GENERA DIVERSITY ...................................................................................................................................................4 PESTSUSCEPTIBILITY ................................................................................................................................................................7 CONDITION............................................................................................................................................................................9 RELATIVE AGE DISTRIBUTION....................................................................................................................................................9 DEFECT OBSERVATIONS..........................................................................................................................................................11 SECTION 2: FUNCTIONS AND BENEFITS.........................................................................................................................14 I -TREE RESULTS....................................................................................................................................................................15 ANNUALBENEFITS................................................................................................................................................................15 IMRPOVINGAIR QUALITY.......................................................................................................................................................17 SEQUESTERING AND STORING CARBON.....................................................................................................................................17 CONTROLLING STORMWATER..................................................................................................................................................17 REPLACEMENTVALUE............................................................................................................................................................17 SECTION 3: RECOMMENDED MAINTENANCE................................................................................................................20 MAINTENANCE STRATEGY AND EXAMPLE BUDGET......................................................................................................................24 CONCLUSION................................................................................................................................................................27 EVALUATING AND UPDATING THIS PLAN...................................................................................................................................27 REFERENCES..................................................................................................................................................................29 APPENDIX A: SUMMARY OF RECOMMENDATIONS.......................................................................................................31 RECOMMENDED TREE SPECIES................................................................................................................................................34 APPENDIX B: STUDY AREA AND DATA COLLECTION......................................................................................................38 STUDYAREA........................................................................................................................................................................38 DATACOLLECTION................................................................................................................................................................38 Davey Resource Group i August 2024 ACKNOWLEDGMENTS ,,4MCITY OF • ontl6eflo PARKS, ARTS & RECREATION DEPARTMENT OF NATURAL RESOURCES This project supports the City of Monticello's vision to promote and enhance community well-being through public tree conservation and improved forestry management practices. This Tree Inventory Analysis & Maintenance Strategy offers expert recommendations for preserving and expanding urban canopy so the environmental, economic, and social benefits it provides are maximized today and for future generations. The City of Monticello is thankful for the grant funding it received from the Minnesota Department of Natural Resources (MNDNR) Preparing for Emerald Ash Borer and Re -Leaf grants in cooperation with the Urban and Community Forestry (U&CF) Grant Program. The U&CF Grant Program is designed to encourage communities to create and support sustainable urban forestry programs throughout the United States. The City of Monticello recognizes the support of: Urban & Community Forestry Team, Division of Forestry Minnesota Department of Natural Resources Tom Pawelk, Monticello Parks, Arts, & Recreation Director Josh Berthiaume, Monticello Parks Superintendent Notice of Disclaimer. Inventory data provided by Davey Resource Group, Inc. "DRG" are based on visual recording at the time of inspection. Visual records do not include individual testing or analysis, nor do they include aerial or subterranean inspection. DRG is not responsible for the discovery or identification of hidden or otherwise non -observable hazards. Records may not remain accurate after inspection due to the variable deterioration of inventoried material. DRG provides no warranty with respect to the fitness of the urban forest for any use or purpose whatsoever. Clients may choose to accept or disregard DRG's recommendations or to seek additional advice. Important: know and understand that visual inspection is confined to the designated subject tree(s) and that the inspections for this project are performed in the interest of facts of the tree(s) without prejudice to or for any other service or any interested party. Davey Resource Group H August 2024 EXECUTIVE SUMMARY The City of Monticello's Tree Inventory Analysis & Maintenance Strategy, prepared by Davey Resource Group, Inc. (DRG), focuses on analyzing inventory data, quantifying the benefits provided by the community's inventoried trees and identifying their maintenance needs. DRG completed a street and park tree inventory for Monticello in November and December of 2023 and analyzed the inventory data to understand the structure of the city's inventoried tree resource and provide recommendations on priority and routine maintenance programs for future tree care. The data was also analyzed using i-Tree Eco to calculate the economic value of the community's inventoried public trees and their environmental benefits (i.e., stormwater, carbon, and air pollution). Monticello's inventoried trees have an estimated replacement value of over $6.33 million and provide $13,068 in stormwater, air quality, and carbon benefits each year. Supporting and funding proactive maintenance of Monticello's public trees is a sound long-term investment that will maximize tree benefits, reduce tree care costs over time, and increase the value of the urban forest. While other municipal infrastructure loses value over time (depreciates), the value of public trees increases (appreciates). Calculating Tree Benefits The benefits of Monticello's inventoried trees presented in this Plan are calculated using i-Tree Eco. i-Tree is the industry recognized suite of tools used to measure and quantify the ecosystem benefits that trees provide. i-Tree is a partnership between the USDA Forest Service, Davey Tree Expert Company, the Arbor Day Foundation, the International Society of Arboriculture, Society of Municipal Arborists, Casey Trees, and SUNY College of Environmental Science and Forestry. It was released in 2006 and its models are updated regularly based on the latest science and research. High priority tree removal and pruning, while initially requiring a significant portion of the Year 1 budget in the five-year schedule as depicted in Table 11, bring valuable benefits. As this essential work is accomplished, budgets are anticipated to decrease and become more stable. This shift marks the progression of tree management that focuses on a proactive maintenance strategy. Notably, this proactive approach plays a crucial role in increasing tree benefits and diminishing the emergence of new elevated risk trees over time by preventing minor tree defects from deteriorating. Davey Resource Group iii August 2024 INVENTORY ANALYSIS SUMMARY Inventoried Sites • Trees = 8,769 Annual Benefits • Avoided Stormwater Runoff= $1,969 • Air Pollution Removal= $6,733 • Carbon Sequestration= $10,718 Species Diversity Top 5 Inventoried Species: Species % of Inventoried Population Ash, Green 15%* Maple, Freeman 12%* Oak, Bur 9% Maple, Norway 7% Crabapple 5% * Exceeds industry guidelines of no more than 10% of one species in tree population Relative Age Distribution The approximate age of a tree can be identified by the tree's diameter size. Of the inventoried trees: • 43% were young (0-8"), compared to the 40% industry guidelines • 42% were established (9-17"), compared to the 30% industry guidelines • 9% were maturing (18-24"), compared to the 20% industry guidelines • 6% were mature (>24"), compared to the 10% industry guidelines Pest Susceptibility 18% of street trees/10% of park trees are susceptible to Emerald ash borer, 56% of street trees/34% of park trees to ALB, and 17% of street trees/39% of park trees to spongy moth. Condition Of the 8,769 inventoried trees, there were: • 17% in good condition • 79% in fair condition • 4% in poor condition • <1 % were dead Top 5 Inventoried Genus: Genus % of Inventoried Population Maple 29%* Ash 16% Oak 11% Spruce 8% Linden 7% * Exceeds industry guidelines of no more than 20% of one genus in tree population Defect Observations Of the inventoried trees: • 2% had broken and/or hanging branches • 1 % had cracks • 41 % had dead or dying parts • 3% had missing or decayed wood • 1 % had root problems • 4% had tree architecture issues • 17% had weakly attached branches and codominant stems • 5% had problems located on the trunk • 26% had no identified defects Davey Resource Group iv August 2024 RECOMMENDED MAINTENANCE SUMMARY Tree Removal Trees designated for removal have defects Total = 230 trees that cannot be cost-effectively or practically corrected. Many of the trees in this category have a large percentage of dead crown. Priority Pruning Priority pruning removes defects such as Total = 4,366 trees dead and dying parts or broken and/or hanging branches. Pruning the defective part(s) can lower risk associated with the tree while promoting healthy growth. Routine Pruning Cycle Over time, routine pruning of Low -risk trees can minimize reactive maintenance, limit instances of elevated risk, and provide the basis for a robust risk management program. New Tree Planting Planting new trees in areas that have poor canopy continuity or sparse canopy is important to ensure that tree benefits are distributed evenly across the city. Total = 6,996 trees Number of trees in cycle each year = approximately 1,400 Planting goal: 2:1 replacement to removal ratio Young Tree Training Cycle Younger trees may have branch structure Total = 1,543 trees that can lead to potential problems as the Number of trees in cycle tree ages, requiring training to ensure each year = approximately 309 healthy growth. Training is generally completed from the ground with a pole pruner or pruning shear. Routine Tree Inspection & Inventory Updates Routine inspections and inventory updates are essential to uncovering 0� potential problems with trees and should ` be performed by a qualified arborist who is trained in the art and science of planting, caring for, and maintaining individual trees. Total = 8,539 trees not recommended for removal Number of trees in cycle each year = approximately 1,708 Davey Resource Group v August 2024 INTRODUCTION Monticello is home to over 15,000 residents benefiting from public trees in their community. The City of Monticello's Parks, Arts, & Recreation Department manages all trees, stumps, and planting sites along the street right-of-way (ROW) and throughout public parks and other public properties. In November and December of 2023, Monticello worked with DRG to inventory its public trees and develop this Tree Inventory Analysis & Maintenance Strategy. Consisting of three sections, this plan considers the diversity, distribution, and condition of the inventoried tree population and provides a prioritized system for managing the Monticello's public trees. The sections of this plan are as follows: • Section 1: Structure and Composition summarizes the inventory data with trends representing the current state of public trees. • Section 2: Functions and Benefits summarizes the estimated value of benefits provided to the community by public trees' various functions. • Section 3: Recommended Maintenance details a prioritized maintenance schedule and provides an estimated budget for recommended maintenance activities over a five-year period. This Tree Inventory Analysis & Maintenance Strategy is designed to help the community understand the current state of its public trees, set future goals and benchmarks, anticipate future program needs, and focus on proactive maintenance. The Urban Forest Program Continuum (shown below) outlines the steps to effectively and sustainably manage and care for Monticello's urban forest. The continuum includes other plans that can support Monticello's urban forest, including: • Urban Forest Management Plan which establishes a detailed 3-5-year work plan to address risk and maintenance needs using current tree inventory data to streamline Monticello's urban forest management program. • An Urban Forest Master Plan engages stakeholder and community members to provide a comprehensive vision for the future of the city's urban forest, with recommendations and a road map of action steps to reach Monticello's urban forestry goals. Davey Resource Group 1 August 2024 URBAN FOREST PROGRAM CONTINUUM'" STAY ON TRACK FOR SUSTAINABLE GROWTH Bela.v are the steps that urbarn'crest programs take to create and mantain the nealth•es,. and most resilient urban forest possible. Each component creates a strong foundation a! strategic plarning, program 'urdirg, and community support vd»ch reau".s in thriving 'ban forests. �aA �a TREEINVENTORY Inventory Updating Goal Setting DEDICATED COMMITMENT Certified Arborist Staff Annual Level 1 Assessments TREE CITY USA Tree Board Funding Ordinance 1=; J URBAN 20-year Vi FUNDED PROGRAM Urban Tre anol Urban Forest Stakeholder Input Management Plan Proactive Maintenance MASTER PLAN Analysis Davey Resource Group 2 August 2024 k" J Section 1: 1 i, z F:, Structure and � s - ,...p CompositionAll. .1` Ax a► t. J -i`,rY' � � /� , \.t � �" d JT �j •. ��i.'- t f.• T .+ ' t. e[.:.� h. v't i,.-�'•`s,�,,"` vrx "`tc. y �. a �`i .y 4 of•. '[d!=�`�'�- -,r n- t� dF'°+�°y----'w- `�ar.��`�:dn. ..�A } � �,.. � - . , � � }- � Yew..-c:• .p �.; y -' -F?` •- w � r��' .�. y, . At 1*0 4 p F 41f- ii. .t - E' SECTION 1: STRUCTURE AND COMPOSITION Arborists collected data on trees, stumps, and planting sites along the street ROW and in public parks throughout Monticello. 8,769 sites were inventoried, with 74% collected along the street ROW and 26% collected in parks (Figure 1). See Appendix B for inventory data collection methodology. 7,000 101 5,000 a 4,000 0 L 3,000 z 2,000 1,000 6,458 Trees ■ Streets ❑ Parks Figure 1. Number of inventoried sites by location SPECIES & GENERA DIVERSITY Diversity within plant communities is important for increasing their resistance and resilience to disturbance (see side panel, "The Importance of Species Diversity"). The 10-20-30 rule is a common urban forestry industry metric for tree species diversity in which a single species should compose no more than 10% of the population, a single genus no more than 20%, and a single family no more than 30%. Some communities may be in the position to pursue more aggressive diversity goals, such as a 5-10-15 metric. There are 88 different species within Monticello's ROW and parks. Figure 2 shows the species diversity breakdown for Monticello's most common inventoried trees. Green ash is the most common tree (15%), followed by Freeman maple (12%), and bur oak (9%). The city's inventoried trees represent 30 distinct genera. Figure 3 shows the genera diversity breakdown for Monticello's inventoried trees. Maple is the most common genus (29%), followed by ash (16%), oak (11%), and spruce (8%). THE ROLE OF NON-NATIVE TREE SPECIES IN THE URBAN ENVIRONMENT Certain non-native tree species that are especially tolerant of harsh urban conditions can be a practical choice to plant, especially when aiming to sustain high levels of species diversity. Non-native species of concern are those that are considered invasive, which should not be planted regardless of the site conditions. Davey Resource Group 4 August 2024 Species & Genera Diversity Recommendations • Avoid or limit planting of green ash and freeman maple and increase planting of other species until green ash and Freeman maple make up less than 10% of public trees. • Avoid or limit planting of maples and Ash and increase planting of other genera until maples and ash make up less than 20% of public trees. • Remove volunteer trees that have invasive tendencies, such as boxelder, from maintained public areas while small. Increase planting of uncommon species and genera which are well -suited to urban environments. iiiiiiiiiiiiii�Monticello Industry Recommendation 16% 0 14% o 12% a_ 3O 10% y 8% .� 0 c 6% m 4% 4- 0 2% m U `y 0% Weer ash ar tra, \e Fveera y %o 7% 5% 4% Oa NO a`J maP\e GCabaPpaaO,0\tee S'Q Go\0c Figure 2. Species diversity of inventoried ROW sites Davey Resource Group 5 August 2024 Monticello Industry Recommendation 30% O 26% 25% a 0 a 2 15% O C c 10% 9 0 C 6% C 5% 4% d 0% laut Oak Gveev% asr`eemar ,,,p a sugar 01aw F Figure 2.5. Species diversity of inventoried park sites 35% 33% C .0 30% R a d 25% O W 20% Q 0 15% m C p 10% a-+ C O V aD 5% n. 0% Maple 4% 3% 0 ■ fed 00 �h�te S910ce Monticello Industry Recommendation '1070 Ash 8% Spruce Figure 3. Genus diversity of inventoried ROW sites 8% Linden v io Apple i Davey Resource Group 6 August 2024 35% c •o 30% R a d 25% Y d 20% 0% 30% Oak Monticello 14% Maple Industry Recommendation 10% 8% Ash Spruce Figure 3.5. Genus diversity of inventoried park sites PEST SUSCEPTIBLITY 6% Pine Early identification of tree pests and diseases can reduce the impact of infestations on the urban forest. Infestations which are caught while still limited to a small number of trees can be more easily and cost- effectively managed and help prevent the further spread of the pest or disease. Since many pests and diseases have preferred host tree species and genera, the susceptibility of an urban forest to a pest or disease can be predicted based on its species and genus diversity. Figure 4 presents the percentage of inventoried trees which are susceptible to pests and diseases of concern in Minnesota. It is important to remember that this figure only represents data collected during the inventory, and many more trees throughout Monticello, such as those on private property, may be susceptible to hosting these invasive pests. 18% of street trees and 10% of park trees in Monticello are susceptible to Emerald ash borer. Other pests which could affect a large portion of public trees include Asian longhorned beetle (56% of street trees and 34% of park trees), and spongy moth (17% of street trees and 39% of park trees). Pest Susceptibility Recommendations • Monitor trees for signs and symptoms of pests and diseases on a regular basis. This can be done as part of other routine maintenance activities such as pruning. Davey Resource Group 7 August 2024 • When a pest or disease is suspected, act quickly to confirm the identification and begin management. • Prepare an invasive species management plan to guide the response to future pest or disease infestations. • When planting trees, select pest or disease -resistant species or cultivars whenever possible. • Use preventative pesticide treatments on high -value or historic trees that are susceptible to problematic pests and/or diseases in Monticello. ■ Parks o Streets 39% Spongy moth 10% Emerald ash borer 18% MENE34% Asian longhorned beetle 56% 0% 10% 20% 30% 40% 50% 60% Percent of Inventoried Trees Susceptible Figure 4. Susceptibility of the public trees to pests and diseases of concern in Minnesota Davey Resource Group 8 August 2024 CONDITION During the inventory each tree was assigned a condition rating based on several factors including root characteristics; branch structure, trunk, canopy, and foliage condition, and the presence of pests or disease. Tree condition was rated as good, fair, poor, and dead. Figure 5 provides the condition rating breakdown for street and park trees in Monticello. Most trees were in good or fair condition (96%). 1 % of the street trees and 3% of park trees were in poor or dead condition. Condition Recommendations Dead and dying trees should be removed as soon as possible in priority order from highest to lowest risk to reduce public hazards, create space for new planting, and improve the appearance of Monticello's streets and parks. Trees in poor condition not recommended for removal should be maintained to reduce risk associated with defects and should be routinely monitored for further decline that would necessitate removal. Condition ratings can be improved over time by instituting proactive maintenance cycles such ■ Dead O Poor E3Fair ■ Good 100% 90% 80% y 70% 20% 10% 0% Streets Parks as routine pruning and young tree training. All Figure 5. Condition rating of inventoried tree pruning should follow ANSI A300 (Part 1) sites guidelines. RELATIVE AGE DISTRIBUTION Analysis of a tree population's relative age distribution can be performed by assigning age classes to the diameter of trees. While actual tree age cannot be determined by diameter alone, this industry standard method provides an estimate of the approximate age distribution of the inventoried tree population. Since trees at different stages of development need different types and frequencies of maintenance, age distribution can help inform management needs and decisions. The size classes (left) are based on the industry -recognized ideal relative age distribution, which holds that the largest proportion of Age/Size Classes the inventoried tree population (40%) should be young trees, smaller Young: 0-8 inches diameter at portions should be established and maturing trees (30% and 20%, standard height (DSH), as respectively), and the smallest proportion (10%) should be mature measured 4.5' above the ground trees. Established: 9-17 inches DSH Figure 6 compares the age distribution of the tree population to Maturing: 18-24 inches DSH standard industry recommendation. Overall, Monticello's street Mature: 25+ inches DSH trees are trending toward the industry recommended age distribution, with a surplus of young and established trees (45% and 44%), and fewer established and mature trees (6% and 4%). However, in parks there is an underrepresentation of young Davey Resource Group 9 August 2024 trees (37% versus the 40% recommendation) and a surplus of established trees (36% versus the 30% recommendation). Figure 7 compares tree condition ratings across the relative age classes for inventoried trees. Trees across all age classes are generally in fair condition. In general, trees in the young age class are more likely to be in good condition, while maturing and mature age classes are more likely to have trees in poor or dead condition. Relative Age Recommendations • As the city's trees age, management should focus on tree preservation and proactive care for these large -stature trees. A succession plan should be implemented to ensure that as mature trees decline in health and are removed, young trees are planted to take their place. • A large proportion of trees are young or established (89% of street trees and 71 % of park trees). A young tree training cycle should be instituted to structurally prune these younger trees to ensure good form and improve health as they mature. • Street tree planting is currently sufficient to maintain the recommended age distribution. However, sustained planting efforts over time will be necessary to retain this age distribution. Increasing park tree planting will help to reach the recommended 40% young tree population. • Routine, proactive maintenance, such as routine pruning, may help improve tree condition among maturing and mature trees. 50% 45% 45% 11111111111111101 40% w m 35% 30% 0 c 25% c 10% 5% 0% Streets oParks —Ideal 44% 37°o Young (0-8") Established (9-17") Maturing (18-24") Relative Age (Diameter Size Class) Figure 6. Relative age distribution of the inventoried trees. Mature (>24") Davey Resource Group 10 August 2024 ■ Good ❑ Fair ❑ Poor & Dead 0% Mature (>24") I 9:3% y 6% 4 V 1% NMaturing (18-24") 94% O 4% O vi 4% m Established (9-17") 920/6 4% Q m 34% Young (0-8") 63% 3% 0% 50% 100% Percent of ROW Trees i Figure 7. Distribution of tree condition by size class DEFECT OBSERVATIONS During the inventory, arborists took note of damage, decay, structural flaws, pests/diseases, or dead portions of inventoried trees and recorded these defect observations for each tree. Where a tree had more than one defect, only the most significant defect (i.e., the defect causing the greatest detriment to the tree and/or most likely to cause whole or partial tree failure within a year) was recorded. Dead and dying parts were the most commonly recorded defect for both street trees (38%) and park trees (48%), followed by branch attachment (21 % streets, 8% parks; Table 1). 25% of street trees and 30% of park trees had no significant defect at the time of the inventory. Defect Observation Recommendations • Dead and dying parts were the most common defect observation for trees in Monticello. Regular pruning, as done in a routine pruning cycle, can improve the health of these trees and reduce risk associated with dying tree parts. Removal of dead limbs also improves the visual aesthetics of trees and may help improve public perceptions of the level of tree care in the city. • A branch attachment or tree architecture defect was recorded for a combined 26% of street trees and 11 % of park trees. These types of defects can often be resolved by structural pruning within the first 1 to 10 years of the tree's life. Instituting a young tree training program could reduce instances of these defects as trees grow and mature. Davey Resource Group 11 August 2024 Table 1. Defect observations for inventoried trees. Dead and Dying Parts 2,483 38% 1,117 48% None 1,587 25% 700 30% Branch Attachment 1,324 21% 183 8% (Tree Architecture 330 5% 63 3% Trunk Condition 293 5% 103 4% Decay of Cavity 202 3% 77 3% Broken and/or Hanging Branches 127 2% 54 2% Cracks 59 1 % 9 0% Root Problems 53 1 % 5 0% Davey Resource Group 12 August 2024 Section 2: �� Functions and Benefits SECTION 2: FUNCTIONS AND BENEFITS Trees play a vital role in the environment by providing a wide array of economic, environmental, and social benefits which far exceed the investments in planting, maintaining, and removing them. Trees reduce air pollution, improve public health outcomes, reduce stormwater runoff, sequester and store carbon, reduce energy use, and increase property value, among other benefits. ENVIRONMENTAL • Trees decrease energy consumption and moderate local climates by providing shade, cooling through their transpiration processes, and acting as windbreaks. • Trees act as mini reservoirs, helping to slow and reduce the amount of stormwater runoff and pollutants that reaches storm drains, rivers, and lakes by 20-60% (Johnson et al., 2017). • Trees reduce greenhouse gasses that can trap and retain heat in the atmosphere and cause the city to get warmer. • Trees can reduce street -level air pollution by up to 60% (Coder 1996). •Trees stabilize soil and provide a habitat for wildlife. � IMPROVED PUBLIC HEALTH L • Trees have been shown to prevent 1,200 heat -related deaths each year in the U.S (McDonald et al., 2020). • By intercepting particulate matter, trees save over 850 lives and prevent 670,000 incidents of acute respiratory symptoms in the United States each year (Nowak et al., 2014). • Hospital patients recovering from surgery who had a view of a grove of trees through their windows required fewer pain relievers, experienced fewer complications, and left the hospital sooner than similar patients who had a view of a brick wall (Ulrich 1984, 1986). • When surrounded by trees, physical signs of personal stress, such as muscle tension and pulse rate, were measurably reduced within three to four minutes (Ulrich 1991). • Tree -lined streets slow traffic and are safer for drivers, pedestrians, and cyclists (Swift et al., 1997, Ewing & Dumbaugh, 2009). • A 10% increase in neighborhood tree canopy cover has been associated with a 12-15% reduction in violent and property crimes (Gilstad-Hayden et al., 2015, O'Neil -Dunn, 2012). • Properly placing three trees around a home can reduce energy costs for the average household by $100 to $250 per year, while shading air conditioning units can help them run up to 10% more efficiently (U.S. Department of Energy, n.d.) •Trees in a yard or neighborhood increase residential property values by an average of 10% (USDA Forest Service 2011), and commercial property rental rates are 7% higher when trees are on the property (Wolf 2007). • Shoppers spend more time and money in shopping districts with mature, healthy tree canopies, and are willing to spend 9-12% more at businesses with trees in front of them (Wolf, 2005, Hughes, 2013). Davey Resource Group 14 August 2024 I -TREE RESULTS DRG used i-Tree Eco, a tool within the i-Tree suite, to model benefits provided by Monticello's inventoried public trees. i-Tree Eco combines tree inventory data with local air pollution and weather data to quantify the environmental benefits of a community's trees (Table 4). By framing trees and their benefits as dollars saved per year, i-Tree models can help communities understand trees as both a natural resource and an economic investment. Understanding the composition, functions and economic value of trees is essential for making informed planning and management decisions. This knowledge not only helps to better understand how decisions can affect human health and environmental quality but also empowers communities to advocate for the funding required to effectively manage and care for their valuable public trees. Table 2. Summary of benefits provided by the most common inventoried trees. ost ommo rg" 'n' 0 " on t 0'4 BotanicalRD. 77 L�St.red CO2 .•.. y Street Avoided Trees Air Pollution Replacement Green ash 1,335 15.2% 211.0 4.3 59,072 460 $918,174 Freeman maple 1,056 12.0% 162.1 5.1 23,188 180 $403,253 Bur oak 772 8.8% 964.0 7.4 82,400 640 $1,619,233 Norway maple 596 6.8% 179.8 4.4 10,116 80 $313,697 European crabapple 398 4.5% 43.7 1.4 2,590 20 $127,710 Blue spruce 389 4.4% 99.1 1.3 13,364 100 $177,457 Northern hackberry 321 3.7% 17.6 0.3 12,711 100 $220,536 Sugar maple 320 3.7% 76.5 1.1 4,878 40 $139,928 Littleleaf linden 291 3.3% 73.2 1.3 9,112 80 $187,011 American basswood 285 3.3% 56.7 1.0 9,190 80 $180,581 Northern white cedar 276 3.1% 36.0 0.4 3,306 20 $75,695 White spruce 265 3.0% 26.3 0.5 4,249 40 $73,264 Silver maple 246 2.8% 284.3 2.6 24,528 180 $593,568 Honeylocust 227 2.6% 62.6 1.6 6,287 40 $117,479 Red pine 223 2.5% 48.3 1.3 5,762 40 $98,319 All Other Trees Inventoried 1,764 20.1% 657 1 9.4 962 300 1 $1,088,750 1 :i ANNUAL BENEFITS The i-Tree Eco model estimates the annual value of three environmental benefits: carbon sequestration, air pollutant removal, and stormwater runoff reduction. The model also calculates the lifetime carbon storage of inventoried trees as well as their replacement value. The inventoried trees in Monticello provide over $13,000 of air quality, stormwater management, and carbon sequestration benefits each year (Figure 9). Table 5 summarizes the key tree species that provide the greatest contribution to Monticello's annual benefits based on the results of the i-Tree Eco analysis of the public tree inventory. The bur oak, as well as green ash, Freeman maple, Norway maple, and other various species, are major contributors to the annual quantifiable benefits within the public tree resource. Davey Resource Group 15 August 2024 Figure 9. Breakdown of annual benefits provided by the inventoried tree resource. Table 3. Annual benefits per species inventoried Fount or Annual Benefits Provided Most Common Trees Inventoried Percent Per of Total Inventoried Per Tree MWIL Common Bur oak 772 8.8% $2,720.29 $3.52 Green ash 1,335 15.2% $1,781.04 $1.33 Freeman maple 1,056 12.0% $1,277.37 $1.21 Norway maple 596 6.8% $922.55 $1.55 Silver maple 246 2.8% $869.79 $3.54 Blue spruce 389 4.4% $460.79 $1.18 Littleleaf linden 291 3.3% $391.06 $1.34 Honeylocust 227 2.6% $380.99 $1.68 American basswood 285 3.3% $327.41 $1.15 Red pine 223 2.5% $319.57 $1.43 Siberian elm 107 1.2% $287.77 $2.69 Northern hackberry 321 3.7% $283.79 $0.88 Sugar maple 320 3.7% $281.70 $0.88 European crabapple 398 4.5% $277.48 $0.70 Boxelder 91 1.0% $232.74 $2.56 All Other Trees Inventoried 2,107 24.0% $2,253.51 $1.07 Davey Resource Group 16 August 2024 IMRPOVING AIR QUALITY Trees and other vegetation improve air quality by intercepting and filtering particulate matter from the air, including dust, ash, pollen, and smoke. Their leaves also absorb harmful gaseous pollutants like ozone, nitrogen dioxide, and sulfur dioxide; and reduce ozone formation by shading surfaces and reducing air temperatures. Since airborne pollutants can have serious effects on human health this benefit is extremely important, especially in heavily developed areas. 22% of Monticello's annual public tree benefits are derived from the air pollutant removal. The inventoried trees in Monticello remove 2,480 pounds of airborne pollutants each year; a service valued at $2,823 (Table 2). SEQUESTERING AND STORING CARBON Trees are carbon sinks, which means they absorb carbon from the atmosphere— the opposite of carbon sources which produce and emit carbon into the atmosphere. While carbon is released from fossil fuel consuming vehicles and smokestacks, it is absorbed by trees during photosynthesis and stored in their tissue as they grow. Monticello's public street trees sequester (absorb) an estimated 43 tons of carbon each year, valued at $7,383, and have stored 2,998 tons of carbon over their lifetime, valued at $511,336 (Table 2). CONTROLLING STORMWATER Trees play a significant role in local hydrology and water cycling helping to reduce the amount of stormwater runoff generated during rain events (Figure 10). Since stormwater runoff can cause infrastructure damage and flooding, reducing the amount of precipitation that becomes surface runoff can save a community costs in infrastructure repair and flooding mitigation. The inventoried trees in Monticello divert 320,286 gallons of stormwater each year valued at $2,862 (Table 2). REPLACEMENT VALUE Replacement value is the approximate cost to replace an existing tree with a tree of a similar size and species. While doing this is typically not possible — for example, to replace a 20-inch diameter tree with another tree of similar size would not be feasible — replacement value can provide an idea of the overall value of the inventoried public trees in Monticello. PRECIPITATION N5p1��oN t� Ggoay iN EvAo� Roots take up soil moisture, increasing runoff storage potential In total, Monticello's inventoried trees have a Figure 80. Hydrological functions of trees. Source: replacement value of $6,334,653. Table 4 compares 'Stormwater to Street Trees: Engineering Urban the per -tree replacement value of the street and park Forests for Stormwater Management', EPA trees with the overall highest replacement values. Publication 841 B 13 001. Slippery elm is the most valuable tree in Monticello among both the park and street tree populations, with willow and white oak also making the top five. Park trees generally have a greater per -tree replacement value than street trees, likely due to the greater age and larger size of park trees versus street trees in Monticello at the time of the inventory. Davey Resource Group 17 August 2024 Table 4.Inventoried species with the highest per tree replacement value. Slippery elm 1 0.0% $5,647.47 $5,647.47 Weeping willow 10 0.1% $26,753.90 $2,675.39 White oak 17 0.2% $43,675.15 $2,569.13 Eastern cottonwood 47 0.5% $114,784.34 $2,442.22 Silver maple 246 2.8% $593,567.90 $2,412.88 Tree Benefit Recommendations • Large -stature, deciduous trees tend to provide the greatest benefits. Monticello should plan to plant these types of trees wherever possible to increase the benefits provided by the public trees. This may require enlarging existing tree planting spaces or creating large new tree planting spaces to accommodate large street trees. It also should include preserving existing large -stature trees and providing proactive care to young public trees to ensure they achieve mature status in the future. • The protection of existing trees should be a priority, and succession planning to replace trees and increase tree cover in will have a large positive impact on tree benefits in Monticello in the future. • Oaks were often among the largest contributors to tree benefits and are not currently overabundant in Monticello. Planting oaks will help to increase the benefits provided by public trees. • The public trees in Monticello account for only a fraction of the total benefits provided by the city's trees indicating that many of the trees which provide benefits to Monticello are located on private property. Monticello should consider methods to preserve existing trees and promote new tree planting on private property throughout the city to increase tree benefits. Davey Resource Group 18 August 2024 Section 3: Recommended 96 Maintenance M xf GCS t� 7 0 SECTION 3: RECOMMENDED MAINTENANCE This five-year tree maintenance schedule takes a multi -faceted and proactive approach to managing Monticello's public inventoried trees. Routine Pruning Cycle The routine pruning cycle includes all trees with a primary maintenance need of "prune". Over time, routine pruning can minimize reactive maintenance, limit instances of elevated risk, and provide the basis for a robust risk management program. DRG recommends a five-year routine pruning cycle (see side panel, "Proactive Pruning") to maintain the condition of the inventoried trees. However, this is not always possible based on budgetary constraints, the size of the inventoried tree population, or both. In these cases, extending the length of the routine pruning cycle is an option; however, best practice is to not exceed a 10-year pruning cycle. Tree condition has been shown to deteriorate significantly after 10 years without regular pruning as once - minor defects worsen, reducing tree health and potentially increasing risk. A total of 6,996 trees were collected with a maintenance recommendation of "prune" and should be included when establishing a routine pruning cycle (Figure 9). Davey Resource Group 20 August 2024 Routine Pruning Cycle Recommendations • Monticello should aim to prune 1/5 of its public trees each year during a five-year routine pruning cycle. A five-year cycle would see around 1,034 street trees and around 365 park trees assessed and pruned, if needed, each year. • Trees which are currently recommended for priority pruning (Extreme, High, and Moderate- risk trees with a maintenance recommendation of "prune") should be added to the routine pruning cycle once their immediate defects and elevated risk are mitigated. • Young trees which grow out of the young tree training cycle (see next section) should also be included in the routine pruning cycle. • The number of trees to be assessed and routinely pruned each year will vary depending on the number of trees which are planted and the number of trees which are removed in future years. • Not every tree in the routine pruning cycle will need to be pruned each cycle — thus, the actual cost to maintain a routine pruning cycle will likely be lower than projected in the budget table at the end of this section (Table 11). 2,500 m as 2,000 _ P a. W c c 1,500 1,000 N H w O 500 E 0 z 0 1-3" 4-6" o Parks ■ Streets Ii [A =M ==� 7-12" 13-18" 19-24" 25-30" 31-36" 37-42" Size Class Figure 9. Trees included in the routine pruning cycle as of the completion of the inventory. >43" Davey Resource Group 21 August 2024 Young Tree Training Cycle Young tree training cycles are recommended to improve the form and structure of young, newly planted trees that are less than 6-inches in diameter. Young tree pruning addresses structural problems such as codominant leaders, multiple limbs attaching at the same point on the trunk and crossing or interfering limbs that if not corrected can lead to problems as the tree ages. A three-year cycle is recommended due to the rapid rate that young trees grow and the importance of correcting structural issues while the tree is young to reduce future risks and costly pruning when the tree is larger. The inventory identified 1,543 small, young trees which should be included in a young tree training cycle. Young Tree Training Cycle Recommendations • Monticello should institute a three-year young tree training cycle beginning after the completion of all recommended higher priority work. With 1,543 young trees recommended for training at the time of the inventory, approximately 514 need to be assessed and pruned each year during the three- year cycle. In future years the number of trees in the young tree training cycle will depend on the growth rates of young trees in the city and the number of new plantings. • Young tree training is recommended to begin one to two years after planting and continue every three years until the tree can no longer be safely pruned from the ground with a pole pruner and pruning shears. o At the time of planting, new trees should be minimally pruned to remove broken or crossing branches. • Not every tree in the young tree training cycle will need to be pruned each cycle — thus, the actual cost to maintain a young tree pruning cycle will likely be lower than projected in the budget table provided at the end of this section (Table 11). Davey Resource Group 22 August 2024 Routine Inspections and Inventory Updates Inspections are essential to uncovering potential problems with trees. They should be performed by a qualified arborist who is trained in the art and science of planting, caring for, and maintaining individual trees. Ideally, the arborist will be ISA Certified and hold the ISA Tree Risk Assessment Qualification (TRAQ) credential. Level 1 and 2 assessments can be completed during regular tree maintenance activities, such as routine pruning, to streamline the process and reduce workloads and cost. When trees need additional maintenance, they should be added to the work schedule immediately. Use asset management software such as TreeKeeper® to update inventory data and schedule work records. Routine Inspections and Inventory Update Recommendations • All public trees should be regularly inspected and attended to as needed. Inspections can be particularly effective and necessary after major storms which may cause damage to trees or increase the risk posed by trees. o Level 1 walk -by or drive -by assessments can be a cost-effective method of inspection for public trees after storm events and can help identify trees which need further, detailed inspection. • When trees require additional or new work, they should be added to the maintenance schedule. The budget should also be updated to reflect the additional work. Utilize asset management software such as TreeKeeper® to make updates, edits, and keep a log of work records. • Level 2 risk assessments and inventory updates should also be completed on a routine basis, ideally every 5 to 10 years, to identify defects that are not easily observed during Level 1 assessments and to update tree inventory information. o To keep costs regular, 1/5 of public trees should be re -inventoried each year. With a total of around 8,539 public trees in the current inventory not recommended for removal, approximately 1,708 would need to be updated each year during a five-year inventory update cycle. Tree Planting and Stump Removal Routinely planting trees is an important part of maintaining and growing Monticello's tree canopy and maximizing the tree benefits provided to the community. Opportunity exists in suitable vacant street sites and sites with stumps, as well as in parks and private property. Assessing a tree species growth characteristics, environmental preferences, and tolerance to urban conditions against a planting site's condition is essential when selecting a species for planting. Planting the "right tree in the right place" will ensure the tree thrives, increasing its benefits, improving tree survival and condition, reducing future tree care costs, and minimizing conflicts with other infrastructure. Tree Planting and Stump Removal Recommendations • Stump removal should be included in tree removal contracts. Quality assurance and control checks of the contractor's work should be conducted to ensure that stumps are being removed fully and efficiently as part of the tree removal work. • Stump removal should be done prior to targeted planting of any area to open locations for new tree planting. Planting in a location where a stump was recently removed should be avoided, if possible. Decomposing roots can cause air pockets, nutrient depletion, and space constraints that can impact the establishment of newly planted trees. • Monticello should strive to plant the largest possible tree in each vacant planting site. Large -stature, deciduous trees provide the greatest benefits to the community. See the Davey Resource Group 23 August 2024 strategies for providing sufficient growing space outlined in the Growing Space Recommendations section. • To avoid loss of public trees, Monticello should aim for, at minimum, a 1-for-1 replacement rate of planted trees to removed trees. Ideally, the community will surpass this and establish a 2-for-1 or even a 3-for-1 replacement rate, which will ultimately help to increase the community's public trees. The budget table (Table 11) assumes a 2-for-1 replacement strategy to show the costs of maintaining such a planting program. • Tree species selection for planting should assess their tolerance to heat, drought, salt, and climate change, among other factors, and appropriate trees should be selected for each individual planting location. Where planting space along streets is limited and traditional street tree planting is not possible, the community should consider alternate options for installing and increasing public tree canopy, including: • Creation of pocket parks • Improvement and maintenance of existing nearby parks and public grounds • Setback planting programs designed to install public street trees behind the right- of-way but within 20 feet of the public way. • Encouraging planting of trees on private property via education, tree giveaways, and other methods Where possible, Monticello should enlarge and improve tree planting areas along streets by: • Enlarging the dimensions and soil volume of planting strips and planting wells. • Considering use of structural soils or Silva Cells to improve root movement through soils and reduce infrastructure conflicts. • Working with other city departments, such as engineering, to ensure that plans for new development or street improvement consider trees during the design process. • Continue to seek out and apply for grant funding to support tree planting projects. Significant funding is available at the state and federal level, particularly for planting projects within Environmental Justice areas. • Continue to develop and foster partnerships with groups such as The Arbor Day Foundation who can help promote and support tree planting goals in the community. MAINTENANCE STRATEGY AND EXAMPLE BUDGET Using the Monticello tree inventory data, an example of an ideal 5-year annual maintenance schedule and budget is provided that details the recommended tasks to complete each year over five years (Table 5). Budget projections are based on Monticello's current tree care contract rates, industry knowledge, and public bid tabulations. Following this schedule, or a similar schedule, can help shift the city's tree care program from reactive toward a more proactive model. To implement the ideal maintenance schedule, Monticello's tree maintenance budget should be: • No less than $676,951 for the first year of implementation. • No less than $675,651 for the second year. • No less than $675,401 for the third year. Davey Resource Group 24 August 2024 • No less than $674,276 for the fourth year. • No less than $671,401 for the fifth year. These annual budget funds are needed to ensure that elevated risk trees are addressed as soon as possible, and that the vital young tree training and routine pruning cycles can be established. If routing efficiencies and/or contract specifications allow more tree work to be completed each year, or if this maintenance schedule requires adjustment to meet budgetary or other needs, then it should be modified accordingly. Unforeseen situations such as severe weather events may arise and change the maintenance needs of trees. If maintenance needs change, then budgets, staffing, and equipment should be adjusted to meet the new demand. NOTE: We understand that not all communities can implement the 5-year maintenance schedule right away and it may need to be adjusted and re-evaluated each year as budget and needs change. Currently the city of Monticello has a budget of $100,000 to spend on the various tree maintenance, removal, and planting tasks. With a combined tree maintenance, removal and planting expense of approximately $3,373,680 and a budget of $100,000 per year, the city of Monticello would need to implement a 34-year maintenance cycle. With any tree maintenance schedule, it is always recommended to start with removals and pruning tasks that can reduce the risk of tree or branch failures. As the city performs the various tree maintenance tasks each year, the budget should be re- evaluated to help progress to the optimal 5-year cycle. Davey Resource Group 25 August 2024 Table 5. Example maintenance schedule and budget for a five-year tree management program Removals Activity Total(s) Routine Inspection Activity Total(s) Young Tree Training (3-year Cycle) Activity Total(s) Routine Pruning (5-year Cycle) Activity Total(s) New Tree Planting and Maintenance Activity Total(s) Natural Mortality (1%) Activity Total(s) Activity Grand Total Cost Grand Total 4-6" 7-12" 13-18" 19-24" 25-30" 31-36" 37-42" >43" Drive -by Assessment 1-3" 4-6" 1-3" 4-6" 7-12" 13-18" 19-24" 25-30" 31-36" 37-42" >43" Purchasing Planting & Watering Mulching Tree Removal Stump Removal Replacement Tree $200 $0 $350 $0 $1,100 $0 $1,400 $0 $1,600 6 $9,600 $2,000 6 $12,000 $2,200 1 $2,200 $2,500 4 $10,000 17 $33,800 $75 276 $20,700 276 $20,700 $50 414 $20,700 $75 101 $7,575 515 $28,275 $50 65 $3,250 $75 182 $13,650 $125 562 $70,250 $150 379 $56,850 $175 119 $20,825 $225 50 $11,250 $350 25 $8,750 $400 11 $4,400 $450 9 $4,050 1,402 I $193,275 $400 325 $130,000 $650 325 $211,250 $50 325 $16,250 975 I $357,500 $1,278 17 $21,726 $175 17 $2,975 $1,100 17 $18,700 51 $43,401 3,236 $676,951 $0 $0 $0 25 20 $28,000 4 3 $4,800 $0 $0 $0 23 $32,800 29 276 $20,700 276 276 $20,700 276 414 $20,700 414 100 $7,500 100 514 $28,200 514 65 $3,250 65 182 $13,650 182 562 $70,250 562 379 $56,850 378 119 $20,825 119 49 $11,025 49 25 $8,750 25 11 $4,400 io 9 $4,050 9 1,401 I $193,0501 1,399 325 $130,000 325 325 $211,250 325 325 $16,250 325 975 I $357,5001 975 17 $21,726 17 17 $2,975 17 17 $18,700 17 51 $43,401 51 31240 3,244 $675,651 $0 $0 29 $27,500 20 $5,600 $0 $0 $0 $0 $33,100 49 $20,700 275 $20,700 275 $20,700 414 $7,500 101 $28,200 515 $3,250 65 $13,650 182 $70,250 562 $56,700 378 $20,825 118 $11,025 49 $8,750 25 $4,000 10 $4,050 9 $192,5001 1,398 $130,000 325 $211,250 325 $16,250 325 $357,5001 975 $21,726 17 $2,975 17 $18,700 17 $43,401 51 3,263 $675,401 $0 15 $3,000 $10,150 63 $22,050 $22,000 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $32,150 112 $30,150 $20,625 275 $20,625 $20,625 275 $20,625 $20,700 414 $20,700 $7,575 100 $7,500 $28,275 514 $28,200 $3,250 65 $3,250 $13,650 182 $13,650 $70,250 562 $70,250 $56,700 378 $56,700 $20,650 118 $20,650 $11,025 49 $11,025 $8,750 24 $8,400 $4,000 10 $4,000 $4,050 8 $3,600 $192,325I 1,3961 $191,525 $130,000 325 $130,000 $211,250 325 $211,250 $16,250 325 $16,250 $357,500I 975 I $357,500 $21,726 17 $21,726 $2,975 17 $2,975 $18,700 17 $18,700 $43,401 51 $43,401 3,323 $674,276 $671,401 $3,000 1 $32,200 $49,500 $33,600 $14,4001 $12,0001 $2,200 $10,0001 $162,0001 $103,3501 $103,3501 $103,5001 $37,650 $141,150 $16,2501 $68,250 $351,250 $283,8001 $103,7751 $55,350 $43,400 $20,800 $19,800 $962,675 $650,000 $1,056,250 $81,250 $1,787,500 $108,6301 $14,875 $93,500 $217,005 3,373,680 $3,373,680 Davey Resource Group 26 August 2024 CONCLUSION When properly cared for, public trees offer valuable, enduring benefits that can significantly surpass the investments of time and resources put into their planting, maintenance, and eventual removal. The 8,769 inventoried public trees generate at least $13,068 annually in estimated benefits, including stormwater reduction, carbon sequestration, and air pollutant removal. It is important to note that these are just the quantifiable benefits provided by trees in the community. The complete array of benefits from Monticello's public trees extends far beyond what can be calculated through inventory data and i-Tree Eco modeling alone. The successful execution of the five-year maintenance program is expected to amplify the benefits that the community's public trees provide. This five-year maintenance initiative, with a focus on proactive tree care, necessitates a substantial upfront investment. While addressing Extreme, High, and Moderate risk trees through removal or pruning can be costly, it is a vital step to enhance public safety and reduce long-term tree maintenance expenses. Once this priority work is accomplished, the remaining tasks can be spaced out over a more extended period, as dictated by budget, staffing, or equipment availability. This Tree Inventory Analysis & Maintenance Strategy can assist the community's tree care staff in advocating for increases in the urban forestry budget to support the recommended maintenance efforts. The community's forestry program is making commendable progress toward cultivating a sustainable and resilient urban forest. To stay on course, it is crucial to establish clear goals, take action to achieve those goals, regularly update inventory data to assess progress, and be prepared to revise objectives as needed in an iterative manner. The Urban Forest Program Continuum, as designed by DRG and illustrated on page 2, can serve as a valuable roadmap for Monticello as it continues its ongoing mission to elevate the care of the community's public trees. This mission will enrich the lives of all residents, workers, and recreational enthusiasts within the Monticello. EVALUATING AND UPDATING THIS PLAN This Public Tree Inventory Analysis & Maintenance Strategy provides management priorities for the next five years. To ensure the maintenance schedule and budget remain accurate, it is important to update the tree inventory using TreeKeeper® or other asset management software as work is completed, so the software can provide updated species distribution, maintenance needs, and benefit estimates. Keeping the inventory up to date empowers the community to assess its progress over time and set goals to strive toward by following the adaptive management cycle (flow chart, above). Below are some examples of implementing the steps of this cycle: • Preparing planting plans in advance to schedule and complete stump removal in the designated area, and to select species best suited to the available sites. Davey Resource Group 27 August 2024 • Annually comparing the number of trees planted to the number of trees removed and the number of vacant planting sites remaining, and adjusting future planting plans accordingly. • Annually comparing the species distribution of the inventoried trees with the previous year after completing planting plans to monitor recommended changes in species and genera abundance. • Scheduling and assigning high -priority tree work so it can be completed as soon as possible and not reactively addressing new lower priority work requests as they are received. • Including data collection such as measuring DSH and assessing condition into standard procedure for tree work and routine inspections, so changes over time can be monitored. Davey Resource Group 28 August 2024 REFERENCES Coder, K. D. (1996). Identified Benefits of Community Trees and Forests. University of Georgia Cooperative Extension Service: Forest Resources Unit. Publication FOR96-39. https://nfs.unl.edu/documents/communityforestry/coderbenefitsofcommtrees.pdf Ewing, R. and Dumbaugh, E. (2009). The built environment and traffic safety: a review of empirical evidence. Journal of Planning Literature, 23(4), 347-367. Gilstad-Hayden, K., Wallace, L.R., Carroll -Scott, A, et al. (2015). Greater Tree Canopy Cover Is Associated with Lower Rates of Both Violent and Property Crime in New Haven, CT. Landscape and Urban Planning, 143, 248-253. https://doi.org/l 0.1016/j.land urbplan.2015.08.005. Hughes, N. (2013). Trees Mean Business. Invest From the Ground Up, California Urban Forests Council. https://investfromthegroundup.org/trees-mean-business/ Johnson, Z. S., Koski, T., and O'Conner, A. (2017). The hidden value of landscapes. http://webdoc.agsci.colostate.edu/hortla/Colorado_Water 2017.pdf McDonald, R.I., Kroeger, T., Zhang, P. et al. (2020). The Value of US Urban Tree Cover for Reducing Heat -Related Health Impacts and Electricity Consumption. Ecosystems, 23, 137- 150. https://doi.org/10.1007/s10021-019-00395-5 McPherson, E.G., Simpson, J.R., Peper, P.J., Maco, S.E., & Xiao, Q. (2005). Municipal forest benefits and costs in five U.S. cities. Journal of Forestry. 103(8): 411-416. Miller, R. W., & Sylvester, W.A. (1981). An Economic Evaluation of the Pruning cycle. Journal of Arboriculture, 7(4), 109-112. Nowak, D.J., Hirabayashi, S., Bodine, A., and Greenfield, E. (2014). Tree and Forest Effects on Air Quality and Human Health in the United States. Environmental Pollution, 193, 119-129. https://doi.org/l 0.1016/j.envpol.2014.05.028. Richards, N. A. (1983). Diversity and Stability in a Street Tree Population. Urban Ecology, 7(2), 159-171. Santamour, F.S. (1990). Trees for Urban Planting: Diversity Uniformity, and Common Sense. U.S. National Arboretum: Agricultural Research Service. https://pdfs.semanticscholar.org/26a2/4c5361 ce6d6e618a9fa307c4a34a3169e309.pdf?_ga= 2.266051527.959145428.1587418896-558533249.1587418896 Swift, P., Painter, D., and Goldstein, M. (1997). Residential street typology and injury accident frequency. Swift and Associates. Troy, A., Grove, M., and O'Neil -Dunn, J. (2012). The relationship between tree canopy and crime rates across an urban —rural gradient in the greater Baltimore region. Landscape and Urban Planning, 106, 262-270. Ulrich, R.S. (1984). View through Window May Influence Recovery from Surgery. Science, 224, 420-422. https:Hpdfs.semanticscholar.org/43df/b42bc2f7b2l 2eb288d2e7be289d251 f15bfd.pdf Davey Resource Group 29 August 2024 Ulrich, R.S. (1986). Human Responses to Vegetation and Landscapes. Landscape and Urban Planning, 13, 29-44. Ulrich R.S., R.F. Simmons, B.D. Losito, E. Fiority, M.A. Miles, & M. Zeison. (1991). Stress Recovery During Exposure to Natural and Urban Environments. Journal of Environmental Psychology, 11(3), 201-230. United States Census Bureau. 2020. Quick Facts: Monticello, Minnesota. Retrieved from https://www.census.gov/quickfacts/monticellocityminnesota. USDA Forest Service. (2011). Trees pay us back in the Inland Empire Region. https://www.fs.fed. us/psw/topics/urba n_forestry/prod ucts/18/804uesd_uep_tpub_I nland E mpire.pdf USDA Animal and Plant Health Inspection Service. (2020). Pest Tracker. https://www.aphis.usda.gov/aphis/resources/pests-diseases/hungry-pests/Pest-Tracker US Department of Energy. (n.d.) Low -Income Community Energy Solutions. https://www.energy.gov/eere/slsc/low-income- community -energy -solutions Wolf, K. L. (1998). Trees in Business Districts: Positive Effects on Consumer Behavior! University of Washington: College of Forest Resources Human Dimensions of the Urban Forest Fact Sheet #5. https://www.naturewithin.info/CityBiz/Biz3Ps-FS5.pdf Wolf, K. L. (1999). Grow for the Gold: Trees in Business Districts. Washington State DNR: Community Forestry Program Number 14. https://www.naturewithin.info/CityBiz/TreeLink.PDF Wolf, K.L. (2005). Business district streetscapes, trees, and consumer response. Journal of Forestry, 103(8), 396-400. https:Hnacto.org/docs/usdg/city_trees_retail_wolf.pdf Wolf, k. L. (2007). City trees and property values. Arborist news, 16(4), 34-36. Davey Resource Group 30 August 2024 APPENDIX A: SUMMARY OF SECTION Species & Genera Diversity Pest Susceptibility C� 0=10f(Me , RECOMMENDATIONS RECOMMENDATION • Avoid or limit planting of green ash and freeman maple and increase planting of other species until green ash and freeman maple make up less than 10% of public trees. • Avoid or limit planting of maples and increase planting of other genera until maples make up less than 20% of public trees. • Remove volunteer trees that have invasive tendencies, such as boxelder, from maintained public areas while small. • Increase planting of uncommon species and genera which are well -suited to urban environments. • Monitor trees for signs and symptoms of pests and diseases on a regular basis. This can be done as part of other routine maintenance activities such as pruning. • When a pest or disease is suspected, act quickly to confirm the identification and begin management. • Prepare an invasive species management plan to guide the response to future pest or disease infestations. • When planting trees, select pest or disease -resistant species or cultivars whenever possible. • Use preventative pesticide treatments on high -value or historic trees that are susceptible to problematic pests and/or diseases in Monticello. Dead and dying trees should be removed as soon as possible in priority order from highest to lowest risk to reduce public hazards, create space for new planting, and improve the appearance of Monticello's streets and parks. Trees in poor condition not recommended for removal should be maintained to reduce risk associated with defects and should be routinely monitored for further decline that would necessitate removal. Condition ratings can be improved over time by instituting proactive maintenance cycles such as routine pruning and young tree training. All tree pruning should follow ANSI A300 (Part 1) guidelines. Davey Resource Group 31 August 2024 The Monticello's park trees are aging. The City should focus on tree preservation and proactive care for these large - stature trees, and a succession plan should be implemented to ensure that as mature park trees decline in health and are removed, young trees are planted to take their place. A large proportion of street trees are young or established (66% of street trees and 19% of park trees). A young tree training Relative Age Distribution cycle should be instituted to structurally prune these younger trees to ensure good form and improve health as they mature. Street tree planting is currently sufficient to maintain the recommended age distribution. However, sustained planting efforts over time will be necessary to retain this age distribution. Routine, proactive maintenance, such as young tree training and routine pruning, may help improve tree condition, particularly among maturing and mature trees. Defect Observations • Dead and dying parts were the most common defect observation for trees in Monticello. Regular pruning, as done in a routine pruning cycle, can improve the health of these trees and reduce risk associated with dying tree parts. Removal of dead limbs also improves the visual aesthetics of trees and may help improve public perceptions of the level of tree care in the city. • A branch attachment or tree architecture defect was recorded for a combined 26% of street trees and 11 % of park trees. These types of defects can often be resolved by structural pruning within the first 1 to 10 years of the tree's life. Instituting a young tree training program could reduce instances of these defects as trees grow and mature. • Monticello should reduce tree conflicts with overhead electric lines by planting only small stature trees beneath or near overhead electric utilities. • Consider looking for dwarf or small cultivars of typically large -stature trees to diversify small -stature planting lists. • Tree roots can damage water and sewer pipes, gas lines, and electric conduit. Installation and maintenance of these utilities often results in cut tree roots, which may destabilize trees and Infrastructure Conflicts cause tree failure, reduce tree vigor or kill the tree. • Plant trees at least 5 feet (or at a distance agreed upon with municipal engineer and/or utility company) from any underground utility to allow room for large, structural roots to develop without impacting the utility. • Conflicts with other infrastructure such as buildings, road signage, streetlights, and driveways should also be considered. Monticello should develop and document planting guidelines which dictate required clearances for different types of infrastructure. Davey Resource Group 32 August 2024 • Right tree, right place. Select tree species based on characteristics of their root systems that match the planting site. Develop standards for tree planting which require specific growing space dimensions and/or soil volumes for various sizes of tree. Planting only small trees where the growing space and soil volume is restricted will help reduce hardscape damage issues due to tree root growth. Develop standards for sidewalk, road and other hardscape design and construction that are tree friendly and are able to accommodate tree root growth and reduce future conflict • Encourage collaboration between city planning, engineering, and tree management departments. Considering trees early in the planning process when repairing or redesigning streets and sidewalks allows greater flexibility in the strategies used to ensure trees can be a productive part of the new streetscape. Growing Space Consider a variety of strategies for incorporating sufficient growing space into street and sidewalk designs, including enlarging planting wells or siting them on the back edge of the sidewalk adjacent to lawns, installing new tree wells or lawns, creating traffic bumps outs, and incorporating Silva Cell or structural soil technology into designs. Implement a variety of techniques for retaining mature street trees despite conflicts with hardscape. If possible, reroute sidewalks or build temporary ramps of pavement or wood over tree roots rather than remove healthy, mature trees in favor of sidewalks repairs • Recognize that many competing needs intersect when trying to site street trees. City streetscapes must balance needs for driving, parking, pedestrian access, overhead and underground utilities, street furniture, signage, lighting, winter snow removal, and many other considerations. Some areas will not be suitable for trees, and alternatives to street planting should be used in these areas instead of planting street trees. • Large -stature, deciduous trees tend to provide the greatest benefits. Monticello should plan to plant these types of trees wherever possible to increase the benefits provided by the public trees. This may require enlarging existing tree planting spaces or creating large new tree planting spaces to accommodate large street trees. It also should include preserving existing large -stature trees and providing proactive care to young public trees to ensure Tree Benefits they achieve mature status in the future. • The protection of existing trees should be a priority, and succession planning to replace trees and increase tree cover and will have a large positive impact on tree benefits in Monticello in the future. • Oaks were often among the largest contributors to tree benefits and are not currently overabundant in Monticello. Planting Davey Resource Group 33 August 2024 oaks will help to increase the benefits provided by public trees. • The public trees in Monticello account for only a fraction of the total benefits provided by the city's trees indicating that many of the trees which provide benefits to Monticello are located on private property. Monticello should consider methods to preserve existing trees and promote new tree planting on private property throughout the city to increase tree benefits. • Monticello should aim to prune 1/5 of its public trees each year during a five-year routine pruning cycle. A five-year cycle would see around 1,034 street trees and around 365 park trees assessed and pruned, if needed, each year. • Trees which are currently recommended for priority pruning (Extreme, High, and Moderate- risk trees with a maintenance recommendation of "prune") should be added to the routine pruning cycle once their immediate defects and elevated risk are mitigated. • Young trees which grow out of the young tree training cycle Routine Maintenance (see next section) should also be included in the routine pruning cycle. • The number of trees to be assessed and routinely pruned each year will vary depending on the number of trees which are planted and the number of trees which are removed in future years. • Not every tree in the routine pruning cycle will need to be pruned each cycle — thus, the actual cost to maintain a routine pruning cycle will likely be lower than projected in the budget table at the end of this section (Table 11). RECOMMENDED TREE SPECIES Deciduous Trees Trees (greater than 50 feet in heiqht when mature Acer rubrum red maple L `North Woods' Acer saccharum sugar maple `Bailsta' `Green Mountain' Betula alleghaniensis yellow birch Betula nigra river birch `Cully' Betula papyrifera paper birch Carya ovata shagbark hickory Catalpa speciosa Northern catalpa Davey Resource Group 34 August 2024 Celtis occidentalis common hackberry Prairie Sentinel' Juglans nigra black walnut Plantus occidentalis sycamore Populus deltoides eastern cottonwood `Siouxland' Prunus serotina black cherry Quercus alba white oak Quercus elipsoidalis northern pin oak `Bailskies' Quercus macrocarpa bur oak Quercus rubra Northern red oak Tilia americana American linden `Redmond' `Boulevard' Tilia cordata littleleaf linden `Greenspire' Ulmus amen icana American elm `Princeton' `Valley Forge' Medium Trees (26 to 50 feet in height when mature) Aesculus x arnoldiana Buckeye `Autumn Splendor' Aesculus glabra Ohio buckeye Cladrastis kentukea American Yellowwood Gleditsia triacanthos var. inermis thornless honeylocust `Harve' Ostrya virginiana Ironwood Populus tremuloides Prunus maackii Sorbus decora quaking aspen Amur cnoKecnerry showy mountainash Small Trees (10 to 25 feet in height when mature) Amelanchier x grandiflora Carpinus caroliniana Cercis canadensis Serviceberry Blue Beech Eastern redbud `Autumn Brilliance' Davey Resource Group 35 August 2024 Malus spp. Crabapple spp. 'Coralcole' 'J efg reen' 'Prairifire' 'Red Splendor' 'Snowdrift' 'Spring Snow' Prunus nigra Canada plum 'Princess Kay' Prunus virginiana Common chokecherry 'Canada Red' Syringa reticulata Japanese tree lilac `Ivory Silk' Coniferous Trees Large Trees (greater than 50 feet in height when mature) Abies balsamea balsam fir Abies concolor white fir Larix laricina tamarack Picea abies Norway spruce Picea glauca white spruce Picea pungens Colorado spruce Pinus ponderosa ponderosa pine Pinus resinosa red pine Pinus strobus white pine Thuja occidentalis Northern white cedar Tsuga canadensis Canadian hemlock Medium Trees (26 to 50 feet in height when mature) ommon Name Juniperus virginiana eastern redcedar Picea mariana black spruce Picea glauca var. densata Pinus banksiana Black Hills spruce jack pine Small Trees (10 to 25 feet in height when mature) Davey Resource Group August 2024 Pinus mugo Mugo pine `Tannenbaum' Davey Resource Group 37 August 2024 APPENDIX B: STUDY AREA AND DATA COLLECTION STUDY AREA Monticello covers an area of 9.33 square miles. The city is divided into two portions by Interstate 94 — to the north of the highway lies the heavily developed city along the Mississippi river, and to the south of the highway is more spread out residential areas. The 2023 Monticello inventory focused data collection on the entire city within the right of ways and maintained areas of parks and government properties. Areas excluded from the inventory included naturalized areas, the city owned golf course, and the Image 1. Screenshot of inventoried points taken from Monticello's Montissippi Regional park. All TreeKeeper® program. Each dot represents an inventoried site. other spatial analyses (i.e., i- Tree Canopy) were restricted to the same area as inventory data collection. DATA COLLECTION DRG collects tree inventory data using a customized ArcPad program, called Rover, loaded onto pen - based field computers. At each site, the following data fields were collected: • Address • Comments • Condition • Defect • Further Inspection Required • Size* • Inventory Date • Multi -Stem • Species • Park Name • Primary Maintenance Need • Height • Growing Space Type * measured in inches in diameter at 4.5 feet above ground or diameter at standard height (DSH]). Maintenance needs are based on Best Management Practices: Tree Risk Assessment (International Society of Arboriculture 2011). The knowledge, experience, and professional judgment of DRG's arborists ensure the high quality of inventory data. Equipment and Base Maps Inventory arborists use FZ-G1 Panasonic Toughbook° and Dell Latitude 7220 Rugged Extreme Tablet° units with internal GPS receivers. Geographic information system (GIS) map layers are loaded onto Davey Resource Group 38 August 2024 these units to help locate sites during the inventory. Arborists use a combination of GPS location data and aerial background imagery to locate and place each site. Addressing In addition to XY geographic coordinates for each inventoried site, addressing information was also collected during the inventory. While geographic coordinates allow spatial representation of the data within a geographic information system, such as TreeKeeper® or ArcMap, addressing information allows each site to be located in the field without use of a GPS. The following fields were collected as part of the addressing of each site: • Address: The numeric address of the parcel nearest to the site. This field is automatically filled by the data collection program where parcel addressing is available. When parcel addressing was not available, the arborist used their best judgement to assign a logical address number to the site. • Suffix: Indicates whether the arborist needed to manually assign an address number to the site. If the arborist added the address number manually, this field reads "X". If the data collection program assigned an address number, this field is left blank. • Street: The street which the assigned parcel is addressed to. The Address and Street fields, together, provide the street address of the site (e.g. 111 Example Rd.). The street is usually assigned by the data collection program based on parcel data included in the program. • On Street: The street on which the site is physically located. Assigned by the data collection program. • Side: Indicates what side of the parcel a site is physically located on. Assigned by the arborist, this field can read front, side, rear, median, or N/A. o Front — The site is located on the front side of the parcel. The Street and On Street names should match. o Side — The site is located on the side of the parcel. The Street and On Street names will likely not match. o Rear — The site is located on the rear side of the parcel, which only happens when a parcel occupies the full space between two roads. The Street and On Street names will not match. o Median — The site is located in a median. Technically, sites located in medians do not have addresses, but are assigned to the closest parcel address to aid in finding them in the field. All median sites will have Suffix = X. o N/A — The site is located in a park or other public grounds rather than along the street ROW. Since these sites may be anywhere within a public grounds parcel, a side designation is not necessarily useful and is omitted. Davey Resource Group 39 August 2024 Davey Resource Group 40 August 2024 City of Monticello TREE MANUAL 1 yj j ri ,ta .. .. x��i t'nt- t•�s �� 1 =�'�'5�;,- ia?' .1�it` �+ v sf- !� •eP4� �' • C J+•R , Apr .'� � � i i � ,� . ` '�•�� +, -��i - -:t � � , Y�ii-'S�� �x 'i+ � :-��t r ` a3.;• � w r'� �14... _ ``� .s � a "`. ?�' i a Slir_...;�a' /d 'per• -''.. A i--:Fy'+. �4yy�4_ y , aC � 'sTµ''' •A+x•+ Sri v- -.` �j a' .r+ a � A '�, r' • i 5 � 15-fir„ �^' �q . ��_ i ��T � rep .• `_ �, a r� � � c sue, r 6f� s . w • r a - - tYi+ '` �ta•. �` ,re. i:c�s S rt Io3Y ,r•� J- e. rI �.1 it '� •�•- i ,mil �{6' r �t�'A '4 A ..t k" j ""` � .4%i �R�, / �n�� Ai a 1� SFl ���- � rF.i_'( �i��• 5h`i�y �� -��•LL L � � 1 �.i .. � -7 l� _ � V � w Table of Contents 1. Tree Ordinance Summary a. Definitions b. Section 92: Trees on Public Property c. Section 152-153: Trees on Private Property 2. Boulevard Trees 3. Tree Pruning Guidelines 4. Tree Planting Guidelines 5. Recommended Trees for Planting G. Prohibited Trees for Planting 7. Resident Tree Care Information 8. Avoiding Tree Damage During Construction This is an interactive document. The presence of this icon throughout the document indicates that the image leads to another resource. Simply click the image or the icon to view the resource full screen. CITY OF MONTICELLO TREE MANUAL I APRIL 2025 2 i. Tree Ordinance Summary In (year current code was adopted), the City of Monticello passed a citywide Tree Ordinance that codifies the maintenance and management of trees within the city limits. This Tree Manual attempts to provide supporting information to help city staff, residents and developers best adhere to the laws presented in this ordinance. A. DEFINITIONS BOUNDARY TREE. A tree that has been planted or naturally grown such that the boundary line(s) between two or more properties passes through any portion of the trunk at the point where the trunk emerges from the ground. The owners of the properties whose boundary line(s) pass through the trunk shall be equally responsible for maintaining, and be considered joint owners of the tree. BOULEVARD. "Boulevard" in reference to the strip of unpaved ground between the sidewalk and street. CITY FORESTER. The "Tree Care Manager/City Forester" is a person or persons certified by the Minnesota Department of Agriculture to plan, direct, and supervise all requirements for controlling shade tree diseases and general tree maintenance throughout the City. The Parks, Arts and Recreation Director or designee shall be the City Forester. CRITICAL ROOT ZONE. The distance from the trunk that equals one foot for every inch of the tree's diameter. DBH (diameter at breast height) . Tree diameter measured at 4.5 feet above soil level. MAINTAIN, TREE. "Maintain" in reference to trees shall refer to but not be limited to pruning, trimming, watering, application of fertilizers, pesticides and other chemicals, installation of cabling and bracing systems, and performing other actions that may impact a tree's growth. ig CITY OF MONTICELLO TREE MANUAL I APRIL 2025 3 1. TREE ORDINANCE SUMMARY PUBLIC TREES. "Public Trees" are trees, shrubs, bushes, and all other woody vegetation whose trunk is located wholly or partially on Public Property, including but not limited to boulevard strips, public building grounds, and public easements and rights -of -way. "Park Trees" are trees, shrubs, bushes, and all other woody vegetation in public parks having individual names, and all areas owned by the City or to which the public has free access as a park. "Private Trees" are trees, shrubs, bushes, and all other woody vegetation whose trunk is located wholly or partially on Private Property, including but not limited to yards, common grounds, side lots, parking lots and green spaces owned by private citizens, businesses, or HOAs located or operating within the City of Monticello. SHADE TREE FUND. A fund established by the City into which fees collected from tree preservation plan enforcement are placed, used to finance City planting and maintenance of shade trees on public lands. ig CITY OF MONTICELLO TREE MANUAL I APRIL 2025 4 1. TREE ORDINANCE SUMMARY STREET TREES "Street Trees" are trees, shrubs, bushes, and all other woody vegetation which have been or will be planted in a public right-of-way by the City at the direction of the City Forester. TREE SAVE AREA The area around a specimen tree defined as either the CRZ (critical root zone) or the area that extends one linear foot around the tree's dripline. TREE SIZES. A "Small Tree" is any plant material that will grow to a height and/or spread of thirty (30) feet; a "Medium Tree" is any plant material that will grow to a height and/or spread of thirty-one to and including fifty (50) feet; a "Large Tree" is any pant material that will grow to a height and/or spread of over fifty (50) feet. TREE, SIGNIFICANT. Any tree over 6" DBH for hardwood trees, over 8" for softwood trees, or over 12' in height for conifers rated in fair or better condition and not of a species listed under "Prohibited Trees for Planting" list within the City of Monticello's Tree Manual.. TREE, SPECIMEN. Any canopy tree with a DBH of 24 inches or more and any understory or ornamental tree with a DBH of 8 inches or more that is not exempted as a specimen tree by this chapter, rated in fair or better condition and not of a species listed under 'Prohibited Trees For Planting' in the City of Monticello's Tree Manual. UNPERMITTED TREE. Any tree on Public Property, including but not limited to boulevard strips, public building grounds, and public easements and rights -of -way, planted without a properly issued permit or as part of a Landscape Plan approved by the City of Monticello, or not planted by City of Monticello staff, for which the City does not hold responsibility. WOODLAND. A grouping or cluster of coniferous and/or deciduous trees with contiguous crown cover, occupying 15,000 or more square feet of property, and composed of deciduous trees of 6 caliper inches or more, coniferous trees over 12 feet in height, and primarily of species not on the Prohibited Trees for Planting list within the City of Monticello's Tree Manual. Whether a groupinq or cluster of trees with populations or stands of species on the Prohibited Trees for Plantinq list meets the definition of "woodland" shall be determined by the City Forester. ig CITY OF MONTICELLO TREE MANUAL I APRIL 2025 5 1. TREE ORDINANCE SUMMARY B. Section 92: Trees on Public Property § 92.46 PROHIBITED TREES. It is lawful to plant only highly disease resistant species not of a species listed under 'Prohibited Trees For Planting' in the City of Monticello's Tree Manual within the city limits with the approval of the City Forester. § 92.47 ORDER TO TREAT OR REMOVE. The city may order the trimming, treatment, or removal of trees or plants upon public or private property when they shall determine that the action is necessary to the public safety or necessary to prevent the spread of disease or of insects harmful to trees and shrubs. All tree work shall be performed in accordance with ANSI A300 standards. In the case of Boundary Trees, all parties considered joint owners of the tree(s) shall be considered equally responsible for maintenance. § 92.48 REGULATIONS FOR PLANTING IN PUBLIC PLACES. (A) Approval required. No tree shall be planted or placed on public property or right-of-way without the approval of the City Forester. (B) Permits. (1) No person shall plant, remove or otherwise maintain (including but not limited to chemical treatments and cabling/bracing) trees or shrubs in public. All work shall be performed according to the standards outlined in the City of Monticello's Tree Manual. places without first filling out an application and obtaining a permit from the city. (2) The following provisions apply to the issuance of permits where required for planting in public places. (a) Application data. The application required herein shall state the number of trees or plants to be planted or set out, the location, and specific name of each tree or plant. (b) Standards for issuance. A permit shall be issued if it is found that the proposed plantings will be in the best interest of the community. ig CITY OF MONTICELLO TREE MANUAL I APRIL 2025 6 1. TREE ORDINANCE SUMMARY (3) Any tree on Public Property, including but not limited to boulevard strips, public building grounds, and public easements and rights -of -way, planted without a properly issued permit or as part of a Landscape Plan approved by the City of Monticello, or not planted by City of Monticello staff, shall be considered an Unpermitted Tree. (a) If an Unpermitted Tree is found to have been planted or maintained in such a way that violates the City of Monticello's standards as set forth in the Tree Manual and section 153.060 LANDSCAPING AND SCREENING., the city shall take no responsibility for the maintenance or liability of the Unpermitted Tree. (b) If Unpermitted Trees are brought to the city's attention, the city may order their trimming, treatment, or removal. (Prior Code, § 8-3-4) (Ord. 661, passed 2-13-2017) Penalty, see § 92.99 § 92.49 REQUIREMENTS APPLICABLE TO TREES IN NEW SUBDIVISIONS. (A) In new subdivisions, on lots with frontage on a single right-of-way, it is required that two trees be planted per platted lot if no significant trees are in existence in the yard adloininq the right-of- aay. For lots with frontage on more than one right-of-way, it is required that four trees be planted per platted lot if no significant trees are in existence in the yard adloininq the riqht-of-way.. The required trees must be planted in the boulevard adjoining each yard having street frontage, if adequate boulevard width exists in accordance with the standards set forth in the Tree Manual. All plantings shall be done in accordance with the standards established in § 153.060 LANDSCAPING AND SCREENING of the City of Monticello municipal code of ordinances. All landscape plant materials shall conform to the latest version of the American Standard of Nursery Stock (ANSI Z60.1, as amended). Plant material shall be of standard quality or better, true to name and type of species or variety. (B) In subdivision plantings: (1) When fewer than 20 trees are required on a site, at least four different species shall be utilized, in roughly equal proportions. (2) When more than 20 but fewer than 40 trees are required to be planted on site, at least six different species shall be utilized, in roughly equal proportions. (3) When 40 or more trees are required on a site, at least eight different species shall be utilized, in roughly equal proportions. (4) Nothing in this division shall be construed so as to prevent the utilization of a larger number of different species than specified above. (5) All plantings shall be done in accordance with the standards established in § 153.060 LANDSCAPING AND SCREENING of the City of Monticello municipal code of ordinances. ig CITY OF MONTICELLO TREE MANUAL I APRIL 2025 7 1. TREE ORDINANCE SUMMARY (C) Required trees shall be planted in the boulevard at a location ranging from four feet to ten feet from the curb. Precise location within this range to be determined by the city. (D) Required subdivision trees must have a trunk diameter of at least two inches at one foot above the ground. (E) Required subdivision trees must be protected and supported by tree guards of approved type. (F) No required subdivision tree shall be planted in soil too poor to ensure the growth of the tree unless 27 cubic feet (three feet x three feet x three feet) of soil is removed and replaced with suitable loam. (Prior Code, § 8-3-5) (Ord. 267, passed 3-27-1995; Ord. 287, passed 3-24-1997) § 92.50 SHADE TREE DISEASE AND INSECT CONTROL. (A) Forester duties. The powers and duties of the City Forester as set forth in this code are hereby conferred upon the Parks, Arts and Recreation Director or their designee. It is the duty of the Forester to coordinate, under the direction and control of the City Council, all activities of the municipality relating to the control and prevention of shade tree disease. The City Forester shall recommend to the Council the details of a program for the control of shade tree disease and perform the duties incident to such a program adopted by the Council. (B) Program. It is the intention of the City Council to conduct a program of plant pest control pursuant to the authority granted by M.S. § 18G13, as it may be amended from time to time. This program is directed specifically at the control and elimination of Dutch elm disease fungus, elm bark beetles, oak wilt, emerald ash borer and other tree diseases; and is undertaken at the recommendation of the Commissioner of Agriculture and the Council in the conduct of this program. (C) Nuisance declared. The prevention, control, and abatement of Dutch elm disease, oak wilt disease, emerald ash borer, and other tree diseases is necessary for the protection, preservation, and conservation of public and private lands and the investment and benefit therein, and to protect and promote the general welfare of the public and this community. Therefore, the following conditions are hereby found and declared to be a public nuisance wherever they exist in the city: (1) Any living or dead elm tree or part thereof infected to any degree with the Dutch elm disease fungus Certatocystits ulmi (Buisman) Moreau or which harbors any of the elm bark beetles Scolytus multistriatus (Eichhh) or Hylugropinus rufipes (Marsh); (2) Any dead elm tree or part thereof, including logs, branches, stumps, firewood, or other elm material from which the bark has not been removed or burned; (3) Any living or dead oak tree or part thereof infected to any degree with the oak wilt fungus (Ceratocytis fagacearum); and/or (4) Any living or dead fraxinus spp tree or part thereof infected to any degree with the insect emerald ash borer (Agrilus planipennix) or any other tree species infected with a disease. ig CITY OF MONTICELLO TREE MANUAL I APRIL 2025 8 I . TREE ORDINANCE SUMMARY (D) Prohibition. It is unlawful for any person to permit any public nuisance as defined in divisions (C) (1) through (C)(4) above to remain on any premises owned or controlled by such person within the city. The nuisances may be abated in the manner prescribed by this subchapter. (E) Inspection and investigation. (1) The Forester shall inspect all premises and places within the city as often as practicable to determine whether any condition declared in division (C) above to be a public nuisance exists thereon. (2) All reported incidents of infestation of Dutch elm fungus, the presence of elm bark beetles, of infection by the oak wilt fungus or the presence of emerald ash borer, or other tree infestations shall be promptly investigated. (F) Entry on private premises. The Forester or his or her duly authorized agents may enter upon private premises at any reasonable time for the purpose of carrying out any of the duties assigned him or her under this subchapter, in accordance with § 10.20. (G) Diagnosis. The Forester shall, upon finding conditions indicating Dutch elm disease or other infestation, immediately send appropriate specimens or samples to the Department of Agriculture for analysis or take other steps for diagnosis as may be recommended by the Commissioner. Except as provided in division (J) below, no action to remove infected trees or wood shall be taken until positive diagnosis of the disease has been made. ig CITY OF MONTICELLO TREE MANUAL I APRIL 2025 9 1. TREE ORDINANCE SUMMARY (H) Abatement generally. No action to remove, destroy and dispose, or require the removal, destruction, and disposal of elm trees, wood infected with Dutch elm fungus, oak trees infected by oak wilt fungus or fraxinus spp (ash) trees or fraxinus spp (ash) wood harboring emerald ash borer shall be taken until a reasonably certain diagnosis of the disease has been made. When such reasonably certain diagnosis has been made, the infected tree or wood shall be removed, destroyed, and disposed of in a manner which will effectively destroy and prevent as fully as possible the spread of the Dutch elm or oak wilt disease fungus, or the spread of emerald ash borer populations or other tree diseases will be handled by the recommendations of the Department of Agriculture. (1) Presence of elm bark beetles or emerald ash borer. When the presence of elm bark beetles has been discovered in or upon any living elm tree but the presence of Dutch elm disease fungus is not then or thereafter diagnosed, the tree shall be treated in a manner which will effectively destroy and prevent as full as possible the spread of the elm bark beetle. When the presence of emerald ash borer has been discovered in or upon a living fraxinus (ash) tree, the tree shall be treated in a manner which will effectively destroy and prevent as full as possible the spread of the emerald ash borer. If the treatment is not or, because of the extent of infestation, cannot be effective, the tree shall be removed, destroyed, and disposed of. (2) Dead elm or fraxinus (ash) trees, logs, stumps, and the like. Standing dead elm trees, elm logs, branches, stumps, firewood, or other raw material from which the bark has not been removed and which are not infected with Dutch elm disease fungus, shall have the bark removed, destroyed, and disposed of or shall be treated in a manner which will effectively destroy and prevent as fully as possible the spread of the elm bark beetle, emerald ash borer or other diagnosed tree diseases. If the treatment is not effective, or, because of the extent of infestation, cannot be effective, the trees, logs, branches, stumps, firewood, or other raw elm material shall be removed, destroyed, and disposed of. (3) Specifications andprocedures. The City Forester shall establish specifications and procedures for the removal, destruction, and disposal of trees and wood infected with Dutch elm disease fungus, oak wilt fungus, or emerald ash borer for treating live elm or fraxinus (ash) tree infested with elm bark beetles or emerald ash borers, and for removing, destroying, and disposing of elm or fraxinus (ash) trees, logs, branches, stumps, firewood, and other raw elm material. The specifications and procedures shall be consistent with current specifications and procedures designated or approved by the Department of Agriculture. ig CITY OF MONTICELLO TREE MANUAL I APRIL 2025 10 1. TREE ORDINANCE SUMMARY (1) Abatement on private or government property. (1) Whenever a nuisance as defined in division (C) above is found to exist on private property outside any public way in the city, or upon property owned and controlled by a governmental unit other than the city, or in the case of Boundary Trees, the owner(s) or person(s in control of the property shall be notified in writing by mail or by personal delivery that the condition exists. If the Forester finds that the danger is not imminent, he or she shall make a written report of his or her findings to the City Council prior to notifying the owner or person in control of the property. If the Forester finds that danger is imminent, the Forester shall notify the property owner first as soon as practicable. Once the letter is received by the property owner, it is their responsibility to contact the City Hall and arrange actions for removal. The notice states that if the nuisance is not abated by the owner or person in control of the property within 30 days after receipt of the notice, in the manner prescribed by the City Forester, the city by and through its City Council may enter upon the premises and abate the nuisance in accordance with § 10.20 ENFORCEMENTThe notice further states that the property owner shall be held liable for the cost of abatement plus an amount determined by the Council to reimburse the city for its cost of inspection and eradication in accordance with § 92.50(K). (2) If the owner or person in control of any private premises upon which a nuisance exists does not abate or eliminate the same within 30 days after receipt of notification, the City Council, its officers, employees, and agents shall proceed to have the nuisance properly abated or eliminated. The owner or occupant has the right to appeal the determination that a public nuisance exists by submitting a request in writing to the city clerk within seven (7) days after service of the notice, or before the date by which abatement must be completed, whichever comes first. In cases of immediate danger, the city may provide for abatement without following the notice and hearing process ig CITY OF MONTICELLO TREE MANUAL I APRIL 2025 11 I . TREE ORDINANCE SUMMARY (J) Abatement on city property. Nuisances as defined in division (C) above which exist upon property owned or controlled by the city, including public street rights -of -way, shall be abated or eliminated by the City Council forthwith in accordance with established specifications and procedures. (K) Cost of abatement. If, pursuant to division (1) above, the City Council orders the removal or abatement of a nuisance, the City Forester shall report the cost of the removal or abatement to the Council and the expense thereof plus an amount determined by the Council to reimburse the city for its cost of inspection and eradication shall be assessed by the Council upon the lot or lots on which the nuisance was located, notice being first given by publication in the official paper of the time and place that the assessment shall be made. The assessment procedure shall be as prescribed by M.S. § 429.101, as it may be amended from time to time, and the assessment shall be a lien on the lot or lots, and shall be returned and collected in the same manner as other city taxes. (L) Procedures for removal of infected trees and wood. (1) Whenever the Forester finds with reasonable certainty that infestation defined in division (C) above exists in any tree or wood in any public or private place in the city, he or she shall proceed as follows: (a) If the Forester finds that the danger of infestation of other elm trees is not imminent because of elm dormancy, he or she shall make a written report of his or her findings to the City Council which shall proceed by: 1. Abating the nuisance as a public improvement under M.S. Ch. 429, as it may be amended from time to time; or 2. Abating the nuisance as provided in division (L)(2) below. (b) If the Forester finds that danger of infestation of other elm trees is imminent, the Forester shall notify the property owner by mail and/or by leaving notice at the property and that the nuisance will be abated within a specified time, not less than 30 days from the date of mailing of the notice. The Forester shall immediately report the action to the City Council; and after the expiration of the time limited by the notice, the Forester may abate the nuisance in accordance with § 10.20 ENFORCEMENT (2) Upon receipt of the Forester's report required by division (L)(1)(a), the City Council shall by resolution order the nuisance abated. Before action is taken on a resolution, the Council shall publish notice of its intention to meet to consider taking action to abate the nuisance. This notice shall be mailed to affected property owners and published once not less than one week prior to the meeting. The notice shall state the time and place of the meeting, the streets affected, action proposed, the estimated cost of the abatement, and the proposed basis of assessment, if any, of costs. At the hearing or adjournment thereof, the Council shall hear property owners with reference to the scope and desirability of the proposed project. The Council shall thereafter adopt a resolution confirming the original resolution with the modifications as it considers desirable and provide for the doing of the work by day labor or by contract. ig CITY OF MONTICELLO TREE MANUAL I APRIL 2025 12 1. TREE ORDINANCE SUMMARY (3) The Forester shall keep a record of the costs of abatements done under this section and shall report monthly to the City Clerk all work done for which assessments are to be made stating and certifying the description of the land, lots, and parcels involved and the amount chargeable to each. (4) On or before September 1 of each year, the City Clerk shall list the total unpaid charges for each abatement against each separate lot or parcel to which they are attributable under this subchapter. The City Council may then spread the charges or any portion thereof against the property involved as a special assessment under M.S. § 429.101, as it may be amended from time to time, and other pertinent statutes for certification to the County Auditor and collection the following year along with current taxes. (5) The City Council has determined that the health of the trees within the municipal limits is threatened by a fatal disease known as Dutch elm disease, oak wilt, or emerald ash borer, or other fatal tree disease. It has further determined that the loss of these trees growing upon public and private property would substantially depreciate the value of property within the city and impair the safety, good order, general welfare, and convenience of the public. It is declared to be the intention of the Council to control and prevent the spread of this disease, and this subchapter is being enacted for that purpose. It is declared to be the intention of the Council to establish a policy for sharing in the cost of replacement tree(s). The City would provide two replacement trees per city lot during the spring tree sale. Residents will need to arrange a final tree inspection with the City Forester to ensure the health of the trees and confirm their planting. (M) Treating elm trees. Whenever the Forester determines that any elm tree or elm wood within the city is infected with Dutch elm fungus, the Forester may treat all nearby high value elm trees with an effective elm bark beetle destroying concentrate. Treating activities authorized by this section shall be conducted in accordance with technical and expert opinions and plans of the Department of Agriculture and under the supervision of the Department of Agriculture and his or her agents whenever possible. (N) Transporting elm wood prohibited. It is unlawful for any person to transport within the city any bark -bearing elm wood without having obtained a permit from the Forester. The Forester shall grant permits only when the purposes of the subchapter will be served thereby. (0) Interference prohibited. No person shall prevent, delay, or interfere with the Forester or the Foresters agents while they are engaged in the performance of duties imposed by this subchapter. ig CITY OF MONTICELLO TREE MANUAL I APRIL 2025 13 1. TREE ORDINANCE SUMMARY § 92.51 ABUSE OR MUTILATION. No person shall damage, cut, carve, kill, or injure the bark of any tree or plant on any public property; attach any rope, wire, or other contrivance to any tree or plant on public property; dig in or otherwise disturb public grass areas, or in any other way injure or impair the natural beauty or usefulness of any area or public property; cause or permit any wire charged with electricity or any gaseous, liquid, or solid substance harmful to trees or plants to come in contact with them. Violation of this Section shall be punishable in accordance with Minn. Stat. 561.04. Damages for violation of this Section shall include the value of the damaged, injured, or removed tree, plants and native grasses assessed according to Guide for PlantAppraisal, loth Edition, Second Printing by the Council of Tree & Landscape Appraisers or a fine equivalent to the cost of damage mitigation work performed as deemed necessary by the City Forester. c. Section 153: Trees on Private Property § 152.040 PRELIMINARY PLAT. The owner or subdivider shall prepare and submit a preliminary plat together with any necessary supplementary information. (A) Contents. The preliminary plat shall contain the following information: (1) Proposed name of subdivision; names shall not duplicate or too closely resemble names of existing subdivisions; (2) Location of boundary lines in relation to a known section, quarter section, or quarter - quarter section lines comprising a legal description of the property; (3) Names and addresses of the record fee owner; (4) Scale of plat not less than one inch to 100 feet; (5) Date and north point; (6) Project narrative; and (7) Certificate of survey signed by a registered land surveyor and current within six months of plat application to include legal description, all public utilities including pipe size, material type, depths, location, and detail of private utilities or easements, any other easements of record. ig CITY OF MONTICELLO TREE MANUAL I APRIL 2025 14 1. TREE ORDINANCE SUMMARY (B) Existing conditions plan. (1) Boundary line of proposed subdivision clearly indicated and to a close degree of accuracy; (2) Existing zoning classifications for land within and abutting the subdivision; (3) Location right -of -way width, and names of existing or planned streets, or other public ways, parks, and other public lands, permanent buildings and structures, easements, school districts, section and corporate lines within the plan and to a distance 350 feet beyond shall also be indicated; (4) Boundary lines of adjoining unsubdivided or subdivided land, within 350 feet, identified by name and ownership, including all contiguous land owned or controlled by subdivider; (5) Topographic data, including contours at vertical intervals of not more than two feet and all surface features and structures. Watercourses, marshes, rock outcrops, delineated wetlands, power transmission poles and lines, size, location, and elevation of all appurtenances of existing public utilities and all quasi -public utilities, including the name and operating authority of each utility, and other significant features shall be shown. U.S.G.S. data shall be used for all topographic mapping where feasible. (1929 sea level data shall be used for all topographic mapping.) The flood elevation of all lakes, river, and wetlands shall also be shown; (6) An accurate soil survey of the subdivision prepared by a qualified person; (7) Location and size of existing sewers, water mains, culverts, storm sewer, or other underground facilities within the tract and to a distance of 100 feet beyond the tract. Such data as grades, invert elevations and locations of catch basins, manholes, and hydrants shall be shown only on request; (8) A survey prepared by a qualified person identifying tree coverage in the proposed subdivision shall be prepared. Any significant tree on the property to be platted shall be inventoried and tagged with a unique identification number. This number will be used to depict the tree locations on a map at the same scale as the grading plan. The unique identification numbers shall be keyed to a chart showing location, species, condition, size (DBH), and critical root zone (CRZ) of every significant tree on the property. Total DBH inches of all inventoried trees shall be tallied and provided on the chart. In addition to trees on said property, significant trees on adjacent property which have CRZs overlapping onto said property must be inventoried. The chart and map shall specify which trees are to be removed or preserved and reasoning for the decision. The map shall be provided as both a separate sheet and as an overlay atop the grading plan. Special considerations and preservation measures for trees to be preserved shall be described in the tree preservation plan and depicted on both versions of the map. All significant Trees shall be noted. (9) Wetland data report shall be required and must consist of a wetland delineation report which identifies all wetlands, ponds, lakes, waterways, floodplains, and shorelines, and a wetland functional assessment summary. The wetland data report must be submitted with the preliminary plat. ig CITY OF MONTICELLO TREE MANUAL I APRIL 2025 15 1. TREE ORDINANCE SUMMARY (C) Proposed design features. (1) A proposed grading plan showing the present and existing contours at two -foot contour interval, together with off -site existing contours depicting drainage patterns entering the proposed site, within 200 feet or more of the proposed subdivision is required unless waived by the City Engineer. If determined to be necessary by the City Engineer, one - foot contours may be required for proposed grading plans in order to ensure property drainage. High and low point elevations and emergency overflow elevations and routes shall be provided. The proposed grading plan shall demonstrate a design for the subdivision that respects the natural topography, and preserves existing trees, wetlands, and other natural features; (2) Layout of proposed streets showing the right-of-way widths, centerline gradients, typical cross -sections, and proposed names of streets. The name of any street heretofore used in the county or its environs shall not be used unless the proposed street is a logical extension of an already named street, in which event the same name shall be used. Street names conform to the master street name and numbering system as adopted; (3) Locations and widths of proposed streets and pathways; (4) Layout, numbers, and preliminary dimensions of lots and blocks and dimensions of street frontage; (5) Tabulation of the acreage of the full subdivision; (6) Tabulation statement of the approximate square footage and dimensions of the individual lots; (7) Minimum front and side street building setback lines. When lots are located on a curve, the width of the lot is measured at the building setback line; (8) For each lot, specify building type, finished floor elevations, and lowest opening elevations. (9) Areas, other than streets, alleys, pathways, and utility easements intended to be dedicated or reserved for public use, including the size of the area or areas in acres; (10) Proposed location and routing of proposed sewer lines and identification of gravity mains or forcemains; (11) Proposed location and routing of proposed water mains; (12) A landscaping and vegetation plan prepared per the requirements of 153.060(D) and (E) and a tree protection plan prepared per the requirements of 153.061. (13) A stormwater management plan and erosion and sediment control plan in accordance with the requirements of the city's Design Manual and per zoning ordinance Chapter 4.10; and (14) Open space and landscaping plan. ig CITY OF MONTICELLO TREE MANUAL I APRIL 2025 16 1. TREE ORDINANCE SUMMARY (D) Other information. (1) The applicant shall supply proof of title in a form approved by the City Attorney and the legal description of the property for which the subdivision is requested and, as applicable, supply documented authorization from the owner(s) of the property in question to proceed with the requested subdivision; (2) Statement of the proposed use of lots stating type of residential buildings with number of proposed dwelling units and type of business or industry, so as to reveal the effect of the development on traffic, fire hazards, and congestion of population; (3) If any zoning changes are contemplated, the proposed zoning plan for the areas; (4) (a) Where the subdivider owns property adjacent to that which is being proposed for the subdivision, the Planning Commission shall require that the subdivider submit a sketch plan of the remainder of the property so as to show the possible relationships between the proposed subdivision and the future subdivision; and (b) In any event, all subdivisions shall be shown to relate well with existing or potential adjacent subdivision. (5) Where structures are to be placed on large lots (over 30,000 square feet), the preliminary plat shall indicate placement of structures so that lots may be further subdivided; (6) Where potential subdivision and use of excessively deep (over 300 feet) lots exist, the preliminary plat shall indicate placement of structures so that lots may be further subdivided; (7) A copy of all proposed private restrictions and covenants; and (8) Other information as may be requested by the engineer, surveyor, or Planning Commission. ig CITY OF MONTICELLO TREE MANUAL I APRIL 2025 17 1. TREE ORDINANCE SUMMARY § 153.060 LANDSCAPING AND SCREENING. (C) General requirements for landscaping. (1) Applicability of landscaping standards. (a) General. Except as exempted by § 153.060(C)(1)(b) below, the standards in § 153.060 shall apply to all development in the city. (b) Exemptions. Development in the CCD shall be exempt from the perimeter vehicular use area landscaping standards in § 153.060(F)(3). (c) Landscape plan. To ensure compliance with the standards of this section, a landscape plan demonstrating how landscaping will be planted on a development site shall be included as a part of any application when required by the Community Development Department. (2) Planting standards. Plantings provided in accordance with this section shall comply with District performance standards. Performance standards for the development of any lot in the Haven Ridge 2nd Addition PUD District shall adhere to the approved final stage PUD plans and development agreement. Specific to the single-family dwellings in the District, the following requirements shall apply: the following standards: (a) Deciduous canopy or shade trees shall be a minimum of two caliper inches in size at the time of planting, as determined in the American Standard for Nursery Stock, ANSI Z60.1-2004, as amended. (b) Evergreen canopy trees shall be a minimum of six feet in height above ground level at the time of planting. (c) Understory or ornamental trees shall have a caliper of one -and -one half inches at time of planting, as determined in the American Standard for Nursery Stock, ANSI Z60.1-2004, as amended. (d) Deciduous or evergreen shrubs shall be upright in nature and be a minimum of 24 inches in height at the time of planting. (e) In cases where an aggregate caliper inch (ACI) requirement is utilized to derive a required amount of vegetation, and the ACI figure includes a fraction, an applicant may: Utilize a tree or trees with a caliper inch measurement exceeding the minimum size at time of planting standard of § 153.060(C) in order to meet the required ACI; or 2. Round the ACI figure upwards until the figure corresponds with a whole number of trees meeting the minimum size at time of planting standard. When trees exceeding the minimum size at time of planting standard are proposed, the minimum calipers of such trees shall be clearly noted on the Landscaping Plan. ig CITY OF MONTICELLO TREE MANUAL I APRIL 2025 18 I . TREE ORDINANCE SUMMARY (f) In cases where application of landscaping requirements result in a fraction in the number of shrubs to be provided, the minimum number of shrubs or trees to be provided shall be rounded upwards to the next highest whole number. (g) All landscape plant materials shall conform to the latest version of the American Standard of Nursery Stock (ANSI Z60.1, as amended). Plant material shall be of standard quality or better, true to name and type of species or variety. (h) The use of native, drought tolerant vegetation is encouraged to reduce dependency upon irrigation. (i) To curtail the spread of disease or insect infestation in a plant species, new tree plantings shall comply with the following standards: 1. When fewer than 20 trees are required on a site, at least four different species shall be utilized, in roughly equal proportions 2. When more than 20 but fewer than 40 trees are required to be planted on site, at least six different species shall be utilized, in roughly equal proportions. 3. When 40 or more trees are required on a site, at least eight different species shall be utilized, in roughly equal proportions. 4. Nothing in this division shall be construed so as to prevent the utilization of a larger number of different species than specified above. (j) Required species. 1. All trees used in site developments shall be indigenous to the appropriate hardiness zone and physical characteristics of the site. 2. All deciduous trees proposed to satisfy the minimum requirements of this policy shall be long-lived hardwood species. 3. No species listed under 'Prohibited Trees For Planting' in the City of Monticello's Tree Manual shall be planted. (3) Existing vegetation. (a) It is the policy of the City of Monticello to preserve the natural forest and woodland areas throughout the city; and with respect to specific site development, to retain, as far as practicable, substantial tree stands which should be incorporated into the site.. Areas meeting the definition of Woodland as outlined in section 153.012 DEFINITIONS shall be subject to the guidelines set forth in 153.061(2)(a) Woodland Preservation. (b) Existing healthy, well -formed canopy and understory trees as well as healthy shrubs shall be credited toward the requirements of this section, provided the vegetation meets the minimum size standards of this chapter, is protected before and during development of the site in accordance with § 153.061(B), Tree Protection During Construction, and is maintained thereafter in a healthy growing condition. ig CITY OF MONTICELLO TREE MANUAL I APRIL 2025 19 1. TREE ORDINANCE SUMMARY (4) Stabilization. All required landscape planting areas and required yards shall be stabilized and maintained with lawn, ground covers, mulches, or other approved materials to prevent soil erosion and allow rainwater infiltration. (5) Berms. (a) The slope of all berms shall not exceed a two -to -one ratio (horizontal to vertical), shall have a top width at least one-half the berm height, and a maximum height of four feet above the toe of the berm. (b) All berms, regardless of size, shall be stabilized with a ground cover or other suitable vegetation. (c) Berms proposed to be placed along street right-of-way shall be designed and constructed to provide adequate sight distances at intersections and shall not impair safe operation of vehicles. (d) Berms shall in no case damage the roots or trunks of existing healthy vegetation designated to be preserved. (6) Easements. Nothing except groundcover shall be planted or installed within any underground or overhead utility, drainage, gas easement, or within three feet of a fire protection system without the consent of the utility provider, easement holder, or the city, as appropriate. (7) Ground cover when no landscaping or site plan is required. All areas not otherwise improved in accordance with approved site or landscaping plans shall be seeded or sodded with lawn cover, except for managed natural landscapes as defined in M.S. § 412.925. Other exceptions to this criterion may be approved by the Community Development Department as follows: (a) Undisturbed areas containing existing viable natural vegetation which can be maintained free of foreign and noxious plant materials. (b) Areas designated as open space or future expansion areas properly planted and maintained with prairie grass. (c) Use of mulch materials such as bark, rock mulch over four mil poly, and wood chips in support of shrubs and foundation plantings. ig CITY OF MONTICELLO TREE MANUAL I APRIL 2025 20 I . TREE ORDINANCE SUMMARY (D) Landscaping plan requirements. (1) Detailed landscape plans shall be required as specified in this chapter and in all cases where site plan approval is specified by either this chapter or the subdivision ordinance. (a) The landscape plan should illustrate planned development on the site; and (b) The landscape plan shall be produced on a separate sheet or sheets from other required plans such as grading, drainage, and utility plans. (2) Detailed landscape plans shall include the following information: (a) In general. 1. Name and address of developer/owner. 2. Name and address of architect/designer. 3. Date of plan preparation. 4. Dates and description of all revisions. 5. Name of projector development. 6. Scale of plan (engineering scale only, at one inch equals 50 feet or less). 7. North point indication. (b) Site analysis. 1. Boundary lines of property with dimensions based upon certified survey. 2. Name and alignment of proposed and existing adjacent on -site streets. 3. Location of existing and proposed utility rights -of -way, easements, and lines (water, gas, electric). 4. Location of existing and proposed building. 5. Topographic contours of the minimum interval of two feet, extending at least 100 feet beyond the site boundaries. 6. Location of existing and proposed parking facilities, including curbing detail and traffic island delineators. 7. Location of existing and proposed water bodies. 8. Location of existing and proposed sidewalks, trail corridors, and fire lanes. 9. Other existing or proposed conditions which would be expected to affect landscaping. 10. Percentage of gross site area not covered by structures and pavement and percentage of gross site area covered by pervious and impervious surfaces. ig CITY OF MONTICELLO TREE MANUAL I APRIL 2025 21 1. TREE ORDINANCE SUMMARY (c) Landscape data. Planting schedule (table) containing symbols, quantities, common names, botanical names, sizes of plant material, root specification (b.r., B & B, potted, etc.) and special planting instructions. 2. Existing trees and shrubbery, locations, common names, and approximate size. 3. Planting detail (show all species to scale at normal mature crown diameter or spread for local hardiness zone). 4. Typical sections in details of fences, tie walls, planter boxes, tot lots, picnic areas, berms, and the like. 5. Typical sections of landscape islands and planter beds with identification of materials used. 6. Details of planting beds and foundation plantings. 7. Note indicating how disturbed soil areas will be restored through the use of sodding, seeding, or other techniques. 8. Delineation of both sodded and seeded areas with respective areas in square feet. 9. Coverage plan for underground irrigation system, if any. 10. Exterior lighting plan (as applicable). (E) Standards for site landscaping. (1) Purpose and intent. Site landscaping material is intended to soften the visual impact of building foundations and provide for the even dispersal of trees across a development site. (2) No exceptions. The site landscaping provisions of § 153.060(H) shall be required for all development. (3) Distinguished from other required landscaping. Site landscaping, for the purpose of this section, is exclusive of required perimeter buffer and screening landscaping. Plantings required to meet vehicular use area and perimeter vehicular use area landscaping standards can be counted towards meeting site landscaping requirements. (4) Site landscaping standards. Site landscaping shall be supplied in the amounts identified in Table 4-4: Required Site Landscaping Plantings. Site landscaping shall meet the minimum size standards for new planting specified in § 153.060(C)(2), Planting Standards. ig CITY OF MONTICELLO TREE MANUAL I APRIL 2025 22 1. TREE ORDINANCE SUMMARY TABLE 4-4: REQUIRED SITE LANDSCAPING PLANTINGS Use Type [7] General Standards Single-family detached and Multi- family dwellings with less than five (5) units [5] [6] Required Plantings Per Site [2][3][4] 4.0 ACI of canopy trees per street frontage per unit OR [7] 16.0 ACI of canopy trees (including at least 3 evergreen Multi -Family Dwellings with five (5) trees) per acre + at least 2 shrubs per each 10 feet of or more units building perimeter, or as may be otherwise specified in the zoning district 14.0 ACI of canopy trees (including at least 2 evergreen Civic & Institutional Uses trees) per acre + at least 1 shrubs per each 10 feet of building perimeter 10.0 ACI of canopy trees (including at least 1 evergreen Office & Commercial Uses tree) per acre + at least 2 shrubs per each 10 feet of building perimeter 4.0 ACI of canopy trees (including at least 1 evergreen tree) Industrial Uses per acre + at least 1 shrub per every 10 feet of a building wall facing a public right-of-way District Specific Standards TN District lot standards (all plantings must be in the front or See § 153.060(J)(2) side yards, and all shrub and flower plantings must be in the front yard) CCD lot standards See § 153.060(J)(3) IBC District lot standards See § 153.060(J)(4) NOTE: ACI = Aggregate Caliper Inches [1]: See Table 5-1, Uses By District. [2]: At least %2 of the required shrubs shall be of an evergreen variety. [3]: Each evergreen tree meeting the minimum size standards of this section shall count as two caliper inches towards the total number of required canopy tree caliper inches. [4]: Credits towards required landscaping are available for the retention of non -specimen trees per the provisions of § 153.61(D), Tree Preservation Incentives. [5]: Required landscaping trees shall be planted within the boulevard if adequate boulevard width exists in accordance with the standards set forth in the Tree Manual. [6]: Lots in the T-N District shall not adhere to these standards, but instead to the specific standards listed in § 153.061(J)(2). [7]: Required Plantings for corner lots shall be double the listed requirements (8.0 ACI of canopy trees) ig CITY OF MONTICELLO TREE MANUAL I APRIL 2025 23 1. TREE ORDINANCE SUMMARY § 153.061 TREE PROTECTION. (A)Purpose. The purpose of this section is to preserve existing natural resources of the community and to encourage the greening of the city. The City Council finds that the preservation of trees and other vegetation, where practicable, is in the best interest of city residents' health and welfare. To that end, the City Council has found it necessary and desirable to establish regulations to ensure the city preserves its most significant trees and clusters of exiting trees throughout the city. (B) Protection of specimen trees. (1) Applicability. (a) In general. All development in the city, except that exempted in accordance with § 153.061(B)(1)(b) below, shall be required to protect specimen trees in accordance with this section. (b) Exemptions. The following development shall be exempt from these standards: Development on land within the CCD zoning 2. Development on land containing an existing single-family detached residential dwelling on a lot -of -record which cannot be further subdivided. (2) Separate plan required. Every significant tree on the property where the permit is being applied for shall be inventoried and tagged with a unique identification number. This number will be used to depict the tree locations on a map at the same scale as the grading plan. The unique identification numbers shall be keyed to a chart showing location, species, condition, size (DBH), and critical root zone (CRZ) of every significant tree on the property. Total DBH inches of all inventoried trees shall be tallied and provided on the chart. In addition to trees on said property, significant trees on adjacent property which have CRZs overlapping onto said property must be inventoried. The chart and map shall specify which trees are to be removed or preserved and reasoning for the decision. The map shall be provided as both a separate sheet and as an overlay atop the grading plan. Special considerations and preservation measures for trees to be preserved shall be described in the tree preservation plan and depicted on both versions of the map. All significant trees shall be noted. (a) Woodland Preservation - Significant trees to be preserved in areas meeting the definition of "woodland" shall be exempt from inventory requirements except where removal is proposed in which case specimen trees shall be inventoried as described above, as well as any significant trees whose CRZ will be impacted by development. If more than 50% of the total area of woodland is to be cleared, specimen and significant trees shall be replaced according to the guidelines set forth in § 153.061 (13)(5) Replacement trees required. ig CITY OF MONTICELLO TREE MANUAL I APRIL 2025 24 1. TREE ORDINANCE SUMMARY (3) General requirement. (a) No specimen tree may be removed, and no more than 50% of the total significant tree DBH inches inventoried shall be removed for residential developments, and no more than 75% for commercial or industrial developments, except in accordance with § 153.061(B)(4), Removal of a Specimen Tree ("specimen tree" is defined in § 153.012)., Removal of a specimen tree or significant tree shall be subject to the following requirements ("specimen tree" and "significant tree" is defined in § 153.012) (b) All specimen trees and significant trees shall have the following protections, whether located on public or private land: Cutting, removal, or harm prohibited. Specimen trees and significant trees shall not be cut, removed, pushed over, killed, or otherwise harmed. 2. Paving or soil compaction prohibited. The area within the dripline of any specimen tree and significant trees shall not be subject to paving or soil compaction greater than 10% of the total area within the dripline, or within 12 feet of the tree trunk. (4) Removal of a specimen tree orsignificant tree. Specimen trees and significant trees may be removed if the landowner demonstrates to the Community Development Department that one of the following sets of conditions is met: (a) Removal of a healthy specimen tree or significant tree beyond the allowable removal allotment. A specimen tree or significant tree that is in healthy condition may only be removed if either of the following standards are met: The specimen tree or significant tree prevents development of a lot platted prior to the effective date of this chapter as denoted in § 153.004 in a way that limits building area to less than otherwise allowed, or hinders compliance with the standards in §§ 153.040 through 153.047, §§ 153.060 through 153.072, and §§ 153.090 through 153.093. 2. Mitigation is provided in accordance with § 153.061(B)(5), Replacement/ Mitigation of Specimen Trees and Significant Trees. Such mitigation shall be counted toward the landscaping and screening requirements required by this ordinance for the development. (b) Removal of a severely diseased, high risk, or dying specimen tree or significant tree. A specimen tree or significant tree that is certified as being severely diseased, high risk, or dying by a ISA Certified Arborist° may be removed without required mitigation. ig CITY OF MONTICELLO TREE MANUAL I APRIL 2025 25 1. TREE ORDINANCE SUMMARY (5) Replacement/mitigation of specimen trees and significant trees. Those causing the destruction or removal of a healthy specimen tree or significant tree, unless exempted by this chapter, shall be responsible for the following mitigation: (a) Replacement trees required. Each healthy specimen tree or significant tree removed or destroyed shall be replaced at a rate of 1:1 aggregate caliper inch (ACI) to removed DBH inches, e.g. removal of a 24" DBH tree shall require planting of 12 x 2" caliper trees. All plantings shall be done in accordance with the standards established in § 153.060 LANDSCAPING AND SCREENING of the City of Monticello municipal code of ordinances. In cases where the ACI figure includes a fraction, an applicant may follow the guidelines in section 153.06(C)(2)(e). 2. The required replacement trees shall be planted within 12 months of the removal or destruction of the specimen tree. 3. Boulevard trees removed or destroyed shall be replaced at a 1:1 ratio (one new tree for each tree removed) due to planting space restrictions. If replanting sites available are found to violate the standards for boulevard tree plantings set forth in the Tree Manual or are otherwise unsuitable, alternative plantings sites may be required. Planting in a location where a stump was recently removed should be avoided, if possible. Pending approval by the City Forester replanting requirements may be substituted with the payment of a fee equivalent to the replanting cost of trees and labor, to be paid to the City Shade Tree Fund. (b) Location of replacement trees. Replacement trees shall be either planted on the parcel of land from which the specimen tree was removed if sufficient space is available, or placed on nearby lands in accordance with § 153.060(E), Alternative Landscape Plan. If soil quality is determined to be non -conducive to tree root development by the City Forester, soil replacement or improvement measures may be required. Pending approval by the City Forester, replanting requirements may be substituted with the payment of a fee equivalent to the replanting cost of trees and labor, to be paid to the City Shade Tree Fund. (c) Establishment period. Replacement trees shall be maintained through an establishment period of at least two complete growing seasons. The applicant shall guarantee the survival and health of all replacement trees during the establishment period and guarantee any associated replacement costs. If the replacement trees do not survive the establishment period, the applicant shall purchase and install new replacement trees. ig CITY OF MONTICELLO TREE MANUAL I APRIL 2025 26 1. TREE ORDINANCE SUMMARY (C) Tree protection during construction. (1) Owner's responsibility. During development, the owner or developer shall be responsible for the erection of any and all barriers necessary to protect any existing or installed vegetation from damage both during and after construction. (2) Tree protection fencing and tree save areas. (a) Where required. Specimen trees, significant trees, and other existing trees being used for credit towards landscaping requirements shall be fenced with a sturdy and visible fence before grading or other development activity begins. Fencing shall be erected no closer than one linear foot to the tree's dripline or CRZ. The Community Development Department shall consider the existing site conditions in determining the exact location for tree protection fencing. Areas located inside of tree protection fencing are considered "tree save areas". (b) Inspection. All tree protection measures shall be inspected and approved by the city prior to start of any land disturbing activities. Failure to have tree protection measures approved prior to the commencement of construction is a violation of this chapter. (c) When required. No construction, grading, equipment or material storage, or any other activity shall be allowed within the tree save (fenced) area without the approval of an ISA Certified Arborist° or the City Forester.. Fencing shall be maintained until after the final site inspection. (3) Encroachments into tree save areas. Encroachments into specimen tree save areas shall occur only when no other alternative exists. If such an encroachment is anticipated, the following preventive measures shall be employed with the approval of an ISA Certified Arborist° or the City Forester: (a) Soil compaction. Where compaction might occur due to construction traffic or materials delivery through a tree save area, the area must first be mulched with a minimum four inch layer of wood chips. Equipment or materials storage shall not be allowed within a tree save area. (b) Fill. No fill shall be placed within a specimen tree save area without adequate venting to allow air and water to reach the roots. (c) Chemical contamination. Trees located within a specimen tree save area shall be protected from chemical contamination from liquids or other materials, including but not limited to paint, chemical solvents, gasoline, oil, diesel fuel, hydraulic fluid, concrete spoils, or rinse water from vehicle cleaning, including rinsing of concrete truck tanks and chutes. (d) Paving limitations. Except for driveway access points, sidewalks, curb, and gutter; no paving shall occur within five feet of a specimen tree save area unless authorized through an alternative landscaping plan [See § 153.060(E), Alternative Landscaping Plan]. ig CITY OF MONTICELLO TREE MANUAL I APRIL 2025 27 (D) Tree preservation incentives. (1) Tree preservation credits. In order to encourage the preservation of as many healthy trees as practical on a development site, credit towards the minimum landscaping requirements shall be applied to all existing trees retained on a site that are not specimen trees that comply with the credit standards of this division. Credits are offered only for trees that are not required to be retained by other sections of this chapter. Credits shall be granted in accordance with the following standards: (a) Credit amount. A credit of one -and -one -quarter multiplied by the aggregate caliper of trees that are not specimen trees shall be credited and applied towards the landscaping standards in § 153.060, Landscaping and Screening, when the trees that are saved comply with the following minimum size standards: 1. Canopy trees. Canopy trees, whether deciduous or evergreen, of seven inches in caliper or greater, measured six inches above ground level. 2. Understory/ornamental trees. Understory or ornamental trees, whether deciduous or evergreen, of four inches in caliper or greater, measured four inches above ground level. (b) Credit applied towards required plantings. The credit shall be applied to the aggregate tree caliper inch standards for landscaping. In no case shall credits substitute for more than 75% of the required landscaping material. (c) Exclusions to credit provisions. Dead, dying or diseased trees shall not be used towards crediting. (2) Reduction in the minimum number of required parking spaces. Up to a 5% reduction in the number of off-street parking spaces required on a development site shall be allowed if the reduction in the amount of required pavement will preserve the root zones of existing healthy specimen trees. The amount of reduction can be determined only after taking into consideration any unique site conditions and the impact of the reduction on parking needs for the use, and must be agreed upon by both the applicant and the Community Development Department. Alternative paving materials may be required by the Community Development Department in cases where required parking areas encroach upon root zones. ig CITY OF MONTICELLO TREE MANUAL I APRIL 2025 28 2. Boulevard Trees The City of Monticello has identified specific boulevard strip types in which to focus tree planting efforts to maximize the ecological, economic and aesthetic benefits of street trees. Boulevard strips utilized for tree planting shall be greater than 6' in width and at least 6' in length. Soil shall be of a type and composition conducive to the growth of trees and their root systems; soils next to sidewalks and roadways are often compacted, polluted and rocky. Soil shall be inspected by the City Forester prior to planting. Unsuitable soils shall be amended or replaced prior to planting. Trees planted in boulevards and other rights -of -way and public property shall be considered "Unpermitted Trees" for which the city shall take no responsibility, but retains the right to trim, treat or remove them. Boulevard Tree Permits § 92.48 REGULATIONS FOR PLANTING AND MAINTAINING TREES IN PUBLIC PLACES. (1) No person shall plant or remove, or otherwise maintain (including but not limited to chemical treatments and cabling/bracing) trees or shrubs on public property without first filling out an application and obtaining a permit from the city. All work shall be performed according to the standards outlined in the City of Monticello's Tree Manual. (2) The following provisions apply to the issuance of permits where required for planting in public places. (a) Application data. The application required herein shall state the number of trees or plants to be planted or set out, the location, and specific name of each tree or plant. (b) Standards for issuance. A permit shall be issued if it is found that the proposed plantings will be in the best interest of the community. (Prior Code, § 8-3-4) (Ord. 661, passed 2-13-2017) Penalty, see § 92.99 ig CITY OF MONTICELLO TREE MANUAL I APRIL 2025 29 2. BOULEVARD TREES (3) Any tree on Public Property, including but not limited to boulevard strips, public building grounds, and public easements and rights -of -way, planted without a properly issued permit or as part of a Landscape Plan approved by the City of Monticello, or not planted by City of Monticello staff, shall be considered an Unpermitted Tree. If an Unpermitted Tree is found to have been planted or maintained in such a way that violates the City of Monticello's standards as set forth in the Tree Manual and section 153.060 LANDSCAPING AND SCREENING., the city shall take no responsibility for the maintenance or liability of the Unpermitted Tree. If Unpermitted Trees are brought to the city's attention, the city may order their trimming, treatment, or removal if they are in violation of standards as set forth in the Tree Manual and section 153.060 LANDSCAPING AND SCREENING.. Boulevard tree permit plantinq locations are subiect to approval by the City Forester. The followinq plantinq standards outlined in Section 4 of the Tree Manual apply. ig CITY OF MONTICELLO TREE MANUAL I APRIL 2025 30 3. Tree Pruning Guidelines PRUNING TREES Pruning of trees as regulated by the City Code shall be performed following the standards and applications as outlined in this section. These practices will not be enforced upon those performing work on private property outside of the regulation set -forth by the City Code, but they may serve as an approved reference. All Public trees shall be pruned on a 5 year cycle barring damage from storms or other events necessitating immediate action. Public trees shall be pruned to allow 10' overhead clearance and one (1) foot side clearance from the nearest edge of the sidewalk. Public trees shall be pruned to allow at least 14' overhead clearance from streets. The City will prune dead, damaged, or diseased limbs that could pose danger to people or property. PRUNING OF TREES BY UTILITY AND SERVICE PROVIDERS Prune Trees USDA o n=nm:�<o <�imre 0 How to Prune Trees, USDA Forest Service The City of Monticello recognizes the duty and right of providers whose utilities and services are delivered through overhead lines to trim trees and vegetation in such a manner as to ensure safe and reliable delivery of those utilities and services. When trimming trees and other vegetation in electric and other service line right-of-way maintenance, the utility or provider shall make a reasonable attempt to contact the landowner a minimum of twenty- four hours prior to beginning of work on the landowner's property. This contact may take the form of a written notice delivered to the landowner's residence, a telephone call to the landowner, or an in - person contact. Reasonable effort shall be made by the utility or service provider to accommodate a landowner's desire to be present when work is done on his or her property. Emergency repairs are exempted from this notification requirement. ig CITY OF MONTICELLO TREE MANUAL I APRIL 2025 31 �� �. �� w �� ti � ;.0 rr � �'� */ ���:•� + q �� * .�aq a frA C� , �o 'K 41 Ai is :' e �� at`�^ > r x� , w v , `` gf j t e + t j +tc 4Y►� .0 k s cc�k 4.. r' \ :' c/ r �W= ,��. 6lyr•-.y ' '16 �y -fin^+. c�rr'J.ir ��"` >a i"`r..� ��z frv...;�"i �' �,.;, .,;,gig .7 � -� � � '► 7: .;' WL L YID a i . M r� x • 'mil e' h'. ' /f n,. 1. ,'V rn r -,a¢• � r� ��3 ,� . +,N,g,rt��$ � � �`;��E ! � ,�,i ; Yl� v � 07, Al is .. .w. ! ai'" V . t ,.- •SY - .. PRUNING OF Om 3. TREE PRUNING GUIDELINES A. PRUNING STANDARDS Outlined in this section are specific standards of practice that must be adhered to when pruning trees as regulated by the City Code. All pruning shall adhere as a minimum practice to ANSI A300 Part I: Tree, Shrub, and Other Woody Plant Maintenance - Standard Practices (Pruning) as disturbed by the American National Standards Institute. As general guidelines the following must be followed while performing City approved maintenance on City trees. 1. All tree work is to be performed by an International Society of Arboriculture (ISA) Certified Arborist, Urban Forest Professional, Board Certified Master Arborist, or Tree Care Industry Council (TCIA) Accredited Certified Tree Care Specialist. 2. All pruning tools must be kept adequately sharp to insure smooth cuts. 3. All tools used on the pruning or removal of trees shall be properly disinfected prior to use on any other tree or plants. Tools shall also be disinfected between pruning infected and unaffected areas in the same tree. Disinfecting can be accomplished by wiping the tools with isopropyl alcohol or 10% bleach to water solution. 4. No spurs, climbing irons, or spike shoes shall be permitted for use on trees, unless the tree is to be removed. 5. Do not prune if boring insects are flying (they are attracted to fresh wounds). Do not prune Oak trees between April 1 and August 30 unless for imminent danger or other safety concerns. 6. All wood pruned/removed from the tree(s) shall be cleaned up and chipped or hauled off the City's right-of-way daily. Each jobsite shall be left in "better than arrival" condition. Any holes created in turf area must be repaired by contractor. 7. Absolutely NO TOPPING will be permitted. Branches must be cut back using "Rule of 1/3" CITY OF MONTICELLO TREE MANUAL I APRIL 2025 33 3. TREE PRUNING GUIDELINES B. PRUNING CATEGORIES Approved pruning categories have been established for pruning trees found within City Properties, rights of way, and other city maintained areas. The following categories are outlined for use by private residents, City employees, or City contractors working on behalf of Monticello. 1. Light or Safety Prune shall consist of the minimum pruning necessary to correct extreme or undesirable conditions that may be hazardous to persons or property. i. Remove all dead and dying branches greater than 3 inches in diameter ii. Remove all broken or loose branches lodged in the trees iii. Remove all lower limbs that constitute a threat to persons or property, including those that fall within the City clearance standards. (The City discourages removing lower limbs to the point that the trunk exceeds one- third of the height of the tree.) 2. Medium Prune may include any or all of the specifications for Minimum pruning, in addition to the following: i. Removal of all dead and dying branches ii. Remove all dead or live branch stubs from previously broken or poorly cut branches iii. Remove any live branches that interfere with the tree's structural strength and healthy development. These are to include: a. Crossed or rubbing branches b. Multiple leaders in a single leader type tree c. Undesirable sucker and sprout growth d. Diseased or infested limbs e. Excessively heavy branch ends f. Multiple branches near the end of broken or stubbed limbs 3. Heavy Prune may include any or all of the specification for Medium pruning, in addition to the following: i. Inspection for health conditions ii. Crown thinning iii. Crown shaping iv. Crown restoration v. Up to 20% of the canopy may be removed ig CITY OF MONTICELLO TREE MANUAL I APRIL 2025 34 3. TREE PRUNING GUIDELINES All Pruning shall be performed by using the "Three Cut Method". This method is the removal of a limb using a 3-cut process to protect the branch collar. The first two cuts remove the weight of the branch. This prevents the bark from ripped away from the trunk at and below the branch collar. 1. The first cut (marked Ain figures below) is an undercut about 1/4 through the branch made upward from the bottom of the branch about one or two inches farther out than the collar. 2. The second cut (marked B in figures below) is a downward cut just outside the undercut that actually removes the entire branch, eliminating the weight of the branch before making the final natural target cut. 3. The third cut (marked C-D in figures below) is the natural target cut. The remaining portion of stub is removed with a cut made just outside of the branch collar tissue C. PROHIBITED PRACTICES 1. TOPPING or CROWN REDUCTION All pruning shall be completed with the "rule of 1/3". The reduction of the crown by "topping" branches will not be permitted. The pruning of limbs shall be performed by pruning back to a lateral no less than 1/3 of the diameter of limb being pruned. Heading cuts will not be permitted. Branch Collar Conifers Figure 1: Pruning Conifers to Protect Branch Collars. Dead Branch N.,:oV Bra Collar a rr t h'p,Aer'bro h at A, aA i OM at B. Make the final cut at C-O JrLMrwg Branch �Il' By W Ri c Hardwoods 1W. A FD Branch Collar (Do not cut swop line C-x) Figure 2: Pruning Hardwoods to Protect Branch Collars A r ` --. t4� Figure 3: Pruning Practices for Structure, Shape, and Canopy reduction. The trunk shall be no more than one-third the tree height. ig CITY OF MONTICELLO TREE MANUAL I APRIL 2025 35 i T. Tree Plantin Gud' ieli n es Planting of trees as regulated by the City Code shall be performed following the standards and applications as outlined in this section. These practices will not be enforced upon those performing work on private property outside of the regulations set -forth by the City Code, but they may serve as an approved reference. A. PLANTING SPECIFICATIONS Outlined in this section are specific standards of practice that must be adhered to when planting trees as regulated by the City Code. All planting shall adhere as a minimum practice to ANSI A300 Part 6: Tree, Shrub, and Other Woody Plant Maintenance - Standard Practices (Transplanting) as distributed by the American National Standards Institute and highlighted as Best Management Practices by the International Society of Arboriculture. Pprch.m ahe !i an meat ,and h--IIthat Steps to Plant a Tree Iastment wows dapends on the type of tree selected, the Not<: Be7 yopbegrnplontrrsq}rour tree, besureyou Ypve ahon,aMthe care provmea Iocaredall underground uUhh, pd., to digglpg 81 Is the vnalcpid.11ore,you-diggrorrenunl131 -tietl d de When to Plant weiganppla rau911 wgomma�.sipreaurenrera waa:�re. . Ideally aurmg thedonnan[season—In the fall akerleaf Ca-1, fdlowthese mne I_ to help roortreeestWmh drpppr ineartyspdrgbefpre bad break qui<kry in its new lorahpn' •W<aMercaMitwns are cool and allow plants Westablish 1 The hunk flareis where the trunk expands at the based roM,n the new location before s 1ngrah,I and summer the tree.EMure trunk flare, Wrtlally visible ai-the heat ae—h. ree rsplanted. Removea—a soil poor to 01-1Ag If Flarelsnot visible • PIHealthy,balletl antl budapped or containertreesran be plan[dMrougM1outthe 2. D'Igashallow broadplanhnghole Holesshould be 2-3 •In tropiwlantl subtropical climateswherefreesgrowyextlmeswlaertM1antherpotball,butonlYas tleep as[he ound, arrytimeisagopdhmetoplan[a[ree, provided that roMball. sufficient wateris avmlabla 3.I1 wrapped, remove anycoverfrom around the root ball arq trunk to facilitate root growth Remove wi re basket rings off s.It m 10 ,ahle and witI not Planting Stress iMerterew�mf-re—growth.Ina 1treerootWI Oalletl-ant-burlapped [reesloseasignlficant partionM forurcling roots and drmghten, cut, or remove them theirrao[Mt<m when dugat the nwsery. Az aresWt trees F poso the trunk Flare if necessary only eabitA, what is known aI'tr IpI.nt shock° q 1lace Meheeatthe proper height When Dlacing[hettee Tmnsplantshxkisas[a[e of slowMgrowth andreduced h, MI, Id, by the Mot ball, not the trunk. The MI-ty wtalirytaAowir�g traMpWMing dtree§— develop in thetop 12 inches(30 cm1 of soil. Containertrees may A. experienre transplant SMck Planhngtoo deepcan be harmful to the tree. artcularlyd they haw —ling l HI,ngl or kinked rags 35traigh[entheheein [hehole. eetorefillingthe hole, thMmust be— Proper ste preparation, careful handling havesomeoneeKamme the treefr severalanglesro to prevent further coo damage, and good follow-uprare ronfirm it h straight reduces tmmplant shxk and promotes faster recovery 6. RI the We gently but(Vr,at, P 1-1 I—ed! the base ai the rootbalI m stabilize it nil the hole firmly to eliminate an pockets. Furtherce reduair pockets by watering perlodlraltyW I,t ckhlkng Awhj ertYving at the time of planting. If stak,8 necessary, three stakes or underground systems provitle optimum support. Studies have shown thettreesaevelapslrongertruMrs and rootsdtheyare naked; however, it may ce rea—ed when planting bare ockor on wordy sites Remove stakes after -- hrsty<aroierowdh. 19 CITY OF MONTICELLO TREE MANUAL I APRIL 2025 0 Consumer Brochure New Tree Planting, TreesAreGood 91q, 4. TREE PLANTING GUIDELINES The following specifications shall be followed by all individuals, groups, contractors, and agencies performing the actions of planting trees within the City of Monticello Street Right of Way. Planting within the Right of Way shall be determined by the Urban Forester as detailed in the City Code. 1. Tree Grow Space: • Boulevard Size <6ft — No trees will be planted • Boulevard Size Eft — Small Growth trees only • Boulevard Size 7-12ft — Small or Medium Growth trees • Boulevard Size >12ft — Small, Medium or Large Growth Trees • Trees shall be planted in the middle of the boulevard • Soils with a bulk density higher than 1.6 g/cm3 tend to restrict root growth and shall not be approved for tree planting in public spaces. • Soils contaminated by chemicals, unwanted fill, overabundance of rock, or other materials not conducive to tree root development shall be considered unsuitable for planting and may be subject to site remediation. i. Overhead Utility Lines: Only small trees with a maximum height of 35 feet will be allowed ii. Buried Utilities: Plant trees at least ten (10) feet from any buried utility unless an alternative placement is approved in the tree planting permit issued by the City of Monticello. Property owners should call 811 for utility locates. The most common utilities of concern are the water line and sanitary sewer lines that run to the house from the main line beneath the street. The shutoff valve (curb stop) is often recognizable and can give a rough idea of where the utility lines are located. iii. Signs: Stop signs — Trees will be planted no less than 35 from the rear of a stop sign Miscellaneous Signs — Trees will be planted a minimum of 15 feet from the rear of these signs Reads tial Planting trees and seedlings '��" a hungsrees is an eary way so proNde you wish numerous benef Trees help manage stormwater and keep ' es finer she yp alr so you — -.-easy Trees reduce your energy use and vve you money ^swd�9. by shadingyourhome So plantatree or sworn your yard. a reez nd Remember —look toe oyerlsead 111.. and contact p LJtate One [all � bd—you did How to plant a containerized tree HOW 0 Residential Tree Care, State of Minnesota, Department of Natural Resources ig CITY OF MONTICELLO TREE MANUAL I APRIL 2025 37 4. TREE PLANTING GUIDELINES 2. Driveways/Hardscape:Trees will be planted a minimum of 8 feet from driveways and other sidewalk approaches outside of intersections. 3. Intersections without stop signs: Trees will be planted a minimum of 35 feet from the corner of an intersection 4. Storm Drains: Plant trees at least 10 feet from any storm drains. 5. Fire hydrants/utility poles: Plant trees at least 10 feet from fire hydrants and utility boxes Trees will be planted a minimum of 10 feet from these hardscapes 6. Tree Spacing for Mature Tree Size i. Large growth trees shall have a minimum spacing of 35 feet from center ii. Medium growth trees shall have a minimum spacing of 25 feet from center iii. Small growth trees shall have a minimum spacing of 15 feet from center In addition to the Specifications listed above the following general guidelines shall be followed when installing trees as regulated by the City Code. 1. Prior to digging, all utilities shall be located and marked in accordance with all Federal, State, and local law. 2. No trees other than those listed in the Approved Street Tree Planting Guide shall be planted. 3. All newly installed public trees must meet the American Standard for Nursery Stock. The trees must be free from disease, insects, and any other disfigurements. 4. All trees must be planted following the International Society of Arboriculture's Best Management Practices - Tree Planting. 5. Any planting holes drilled with an auger must have the sides of the holes "roughened" with a shovel to reduce compaction and the effects of "glazed wall" 6. When planting trees, all non -biodegradable material shall be removed from the tree. This includes but is not limited to: i. All rope and twine wrapped around the ball and/or trunk ii. The top 1/3 of burlap shall be cut and removed from the root ball iii. The top 1/3 of any wire baskets shall be cut and removed from the root ball CITY OF MONTICELLO TREE MANUAL I APRIL 2025 38 . Recommended Tree Species � Deciduous Trees LARGE TREES (GREATER THAN 50 FEET IN HEIGHT WHEN MATURE) Acer miyabei 'Morton' 'State Street' Acer rubrum red maple 'North Woods' Acer saccharum sugar maple 'Bailsta' 'Green Mountain' Acersaccharum vs. nigrum Black maple Alnus hirstuta cv 'Harbin' Manchurian alder 'Prairie Horizon' Betula alleghaniensis yellow birch Betula nigra river birch 'Cully' Betula papyrifera paper birch Carya ovata shagbark hickory Catalpa speciosa Northern catalpa Ce/tis occidentalis common hackberry 'Prairie Sentinel' Male varieties only: Ginkgo biloba Maidenhair tree Autumn Gold' Princeton Sentry' 'Lakeview' 'Espresso' Gymnocladus dioicus Kentucky coffeetree 'Stately Manor' Juglans nigra black walnut Plantus occidentalis sycamore Populus de/toides eastern cottonwood 'Siouxland' Prunus serotina black cherry ig CITY OF MONTICELLO TREE MANUAL I APRIL 2025 39 1 5. RECOMMENDED TREE SPECIES Quercus elipsoidalis Quercus macrocarpa Quercus rubra Tilia americans Tilia cordata Tillia x mongolica Ulmus americana Ulmus davidiana var. japonica Northern pin oak 'Bailskies' bur oak Northern red oak American linden littleleaf linden Mongolian linden American elm Japanese elm MEDIUM TREES (26 TO 50 FEET IN HEIGHT WHEN MATURE) Aescu/us x arnoldiana Aesculus glabra Cladrastis kentukea Gleditsia triacanthos var. inermis Ostrya virginiana Populus tremuloides Prunus maackii Sorbus decora Buckeye Ohio buckeye American Yellowwood Thornless honeylocust Ironwood quaking aspen Amur chokecherry showy mountainash SMALL TREES (10 TO 25 FEET IN HEIGHT WHEN MATURE) Amelanchierx grandiflora Carpinus caroliniana Cercis canadensis Serviceberry Blue Beech Eastern redbud 'Redmond' 'Boulevard' 'Greenspire' 'Harvest Gold' 'Princeton' 'Valley Forge' 'Lewis and Clark' 'Discovery' Autumn Splendor' 'Harve' 'Dursan' Autumn Brilliance' ig CITY OF MONTICELLO TREE MANUAL I APRIL 2025 40 1 5. RECOMMENDED TREE SPECIES Malus spp. Prunus nigra Prunus virginiana Syringe reticulate Coniferous Trees 'Coralcole' Jefgreen' Crabapple spp. 'Prairifire' 'Red Splendor' 'Snowdrift' 'Spring Snow' Canada plum 'Princess Kay' Common chokecherry 'Canada Red' Japanese Ttree lilac 'Ivory Silk' LARGE TREES (GREATER THAN 50 FEET IN HEIGHT WHEN MATURE) Abies balsamea balsam fir Abies conco/or white fir Larix laricina tamarack Picea abies Norway spruce Picea glauca white spruce Picea pungens Colorado spruce Pinus ponderosa ponderosa pine Pinus resinosa red pine Pinus strobus white pine Thuja occidentalis Northern white cedar Tsuga canadensis Canadian hemlock MEDIUM TREES (26 TO 50 FEET IN HEIGHT WHEN MATURE) Juniperus virginiana eastern redcedar Picea mariana black spruce Picea glauca var. densata Black Hills spruce Pinus banksiana jack pine SMALL TREES (10 TO 25 FEET IN HEIGHT WHEN MATURE) Pinus mugo Mugo pine 'Tannenbaum' ig CITY OF MONTICELLO TREE MANUAL I APRIL 2025 41 6. Prohibited Trees for Planting Trees within the public right of way are an asset to the City of Monticello and must be maintained as healthy non -hazardous trees. To promote the overall health and well-being of the urban forest, the species listed in this section are prohibited to be planted within the City maintained rights of ways and may be removed at any time by the discretion of the City. These species are recoqnized as noxious weeds by the Minnesota Department of Natural Resources. 1. Tree of Heaven (Ailanthus altissima) 2. Callery Pear (Pyrus calleryana) and all varieties including Bradford pear 3. Ash species (Fraxinus) to include all native species to North America 4. Black locust (Robinia pseudoacacia) 5. European Alder (Alnus glutinosa) 6. Amur corktree (Phellodendron amurense) 7. Amur maple (Acer ginnala) 8. Tatarian maple (Acer tataricum) 9. Norway maple (Acer platanoides) W-T Minnesota Noxious Weed List, State of Minnesota, Department of Agriculture ig CITY OF MONTICELLO TREE MANUAL I APRIL 2025 42 7. Resident Tree Care In%rmation Ilome> Ass�stance> Nunuee natuse> s°"°m"'t Caring for trees d.b„xa... s,o.mdama,eand ,rea�'a �or,a u.ba„ aaa eomm�mtr orK va ue an utilmeon ttee healN d Tree dixaxstpens a Urban environments can be stressful places for trees to grow. 51 newly planted trees need special care to help them be healthy — grow to matunry. —kh..g and watering trees is an eary way m care for your trees. Water your trees Newly planted trees Residential Tree Planting, State of Minnesota, Department of Natural Resources in Caring for Trees, State of Minnesota, Department of Natural Resources CITY OF MONTICELLO TREE MANUAL I APRIL 2025 43 8. Avoiding Tree Damage During Construction The importance of Engaging an Arborist Now Construction Can The preceesefpreceaingtreea ,),geon:vnaim 11 not Damage or Kill Trees always easy,Wt the benefits can b,substantial. forger trees Baot Damage:Grading, trenchin&Pavmg,altering drainage ,—Weaesthetic be t, financialvalue, and ben "fit the pa[terns, and addmgorremovingsWl wlthinatreescritiral emnronmentaM Walltyof life, root zone damagestree roots l/too manyroots are construction damage tohees maytake marryyears toimPar' a.. ��� ��� � �~ thetreeandcan hedeadly Small injuries accvmulatir'gover lr ecan starte harddo-reverse dedlne. To ersure Mat heel will survive all thaw: after construcf ion it is important to work with a quaLfied arborist from the begmrangoithe planningphasethroughtotheeM ofthe post -construction phaseofMeprolect The soonerand nvolved an arbons[�s ierester haofm,,Mnng oimpo9t1e h1elth1dwv The Critical Root Zone and Tree Protection Zone —flits colerance tof-".e depends wi ltsage spedes, conditi;It etotherfactprs.Ormof hremost important iac[ors ;Ittree'sroo[zone A [ree's root zone can ex[!M far from the trunk aM outer branch spreM. The portionof Cheroot zonethatlsessen[ial fortreehealthaM stability is called thecritkalroo[zorc. Oneoftheearlystepsinprotectngfrees andthecrttiwl root zoredurmgwnstruchan M haveanarboristdefine e e protection zone. This area shout have spenfi c limitations to conshucf ion activity all regmremeMs for pro et Filling the balance between protect requuements and protection zones repui res a knavledgeabk xI—ist and a cooperative construction team. Soil Compaction: HeaWcanslrucbon a iiHnent inveases wd densely {compaction), slowing root growth, Ircnitx�g water penMr W , and decreasing oxygen ne Ztor roof survival. Physkal IN., oTrunk deWCrownaM1 o Kollar. Conshuctmn eta iWramt can break brarches, tear hark and wound the trunk There wouMs weaken the tree and allow Me entry of dewyraus�ng fungi. The base of the tree all Itsrootcollar are e allywlnes�letlamagefrom mazhirrery all sail ar debris placed overthe Iower tmnk. Heat and Chemical Damage: Bark endfohage areeasily damag tl bytlre heat rrom running machmeryandbummg m renal MensplNedfuelsaM runortfromcleaning oncretedeliveryve1,11 seep into the the soil, sell chemistry changes and root growth all function are reduced, Removalof5 ttio ingT -tab iy spacetl heesgrowasa ommu tty, supporting andprotectingeachother. Rem 1d same otthehaesexposesthe remainingtreestosunscad Mress ar shucfural fadure. p—^felon Phase am Ira�,a, almae, o-eeaanaarp. es COnfi g�Pss to the cu onftoretlbl, gaited �t�regPme traction sites! h st regularly meMs arc' waperry h��le a�rbharist to "oh men ed,Plarzs maychanceoftena Flex alustmeng to protett[rees as[ Ibdrtyaryes[abl�ihl Wthearbpris[cap ! ritrcaltothesurc ^8trustbe a Praiett 'sc e' IPreservato ofallteam Myers Post -Construction Ph..ee erees e#stin1O��ghtingPa�anH�llafion o(newplan[ings, haves tlevrTenewchanges. aeokenmatleclaseto toting imP&ton tha hee trees ehvmom oftR[e the besttree en[can 111 Years[ottiohr�ufn unlMP Plansaryintentfons, onslrac/rYom nPpdrinG yam wd �tlhPaptmaYtake adapt CotheirnewtelpirgnmenGApt' oveI ndP o t- MORE RESOURCES Protecting trees from construction, University of Minnesota Extension 1CITY OF MONTICELLO TREE MANUAL I APRIL 2025 Avoiding Tree Damage During Construction, TreesAreGood �IW ►� r H E R�F�F Q�M, WRIGHT COUNTY y Iz Z m y C* ri"` L� WRIGHT COUNTY SHERIFF'S OFFICE Monticello City Quarterly Review QUARTERLY REVIEW 1 ST QUARTER 2025 CARING %P1 UJ W H 0 • R rz Calls for Service assigned in Monticello Case Reports assigned - Burglary - Damaged to Property - General Thefts - Thefts from vehicle - Shoplifting Drug Complaints Juvenile Complaints Motor Vehicle Crashes Assault Complaint Domestic Disturbance Complaints Traffic Stops DUI Incidents Citations Issued (Criminal, Traffic & Ordinance) Individuals Arrested/Booked into Jail mmnnrison Kevin +10.62%, 1,472 1,697 +15.29% 0 19 19 NO CHANGE 32 26 -18.75 4 3 -25% 35 52 +48.57% 19 21 +10.53% 18 40M +150% 73 (5 w/ Injuries) 85 (7 w/ Injuries) +16.44% -66.67% 44 62 +40.91 % 1,272 1,598 +25.63% 26 36 +38.46% 462 529 +14.50% 73 97 ' +32.88 ► Drugs Seized: ► Cocaine: 41.38 grams ► Methamphetamine: 228.61 grams ► LSD: 18 Dosage Units ► Prescription Drugs: 33 Dosage Units ► Theft -Shoplifting ► 44 of 52 cases were charged ► Walmart - 23 ► Target - 9 ► Kwik Trip - 6 ► Runnings - 5 ► Fleet Farm - 4 ► Others - 5 ► Total Value: $34,001.68 Criminal Investigation Division (CID) 39 Case Reports Completed (39 in 2024) Many are assists to Patrol Many of these cases are time consuming and require a lot of follow up and additiona work Major Crimes Investigation Unit (Mciu) 5 Case reports completed (5 in 2024) Works closely with other units/divisions Supports investigations by more detailed documentation and specific evidence collection & preservation Special Investigation Unit (siu) ► 9 Case Reports completed (18 in 2024) Plain clothes deputies Primarily work drug -related crimes Assist other divisions on various cases Computer Forensics Unit (CID) 1 10 Case reports completed (9 in 2024) Works with CID on computer -related crimes or when computers are seized or taken as evidence School Resource Officer Division (SRO) 23 Case Reports Completed (31 in 2024) Most Common Types of calls handled by SRO's: Fights, Drugs, Juvenile Complaints, assaults, & medicals SRO's work closely with students and School administration and staff to keep our school safe and secure We continue to see a decline in cases where we our SROs are involved inside the schools. This is primarily due to Schools dealing with things on a school level instead of a criminal level. 2 Deputies currently assigned to the Schools in Monticello Deputy Jason Post - Monticello High School & Deputy Michael Nordin - Monticello Middle School & Elementary schools During the summer months when school is not in session, SRO's are assigned to other divisions within the Sheriff's Office (Patrol, CID, SIU, Civil/Warrants/Transports, etc). Ques-ions? City of Monticello, MN Presentation of Deliverables c: i � "' . ►"�6'3� . � . ''Hyj � ���r�cu"''��`��r vr� i�,�_� �,,4 ��'- ;�'KW['1�� D I 0 0 City ,f Al TREE MANUAL -Pdrk Show All s Tree Inventory Deliverables • Tree Data 6,458 Street Trees 2,311 Park Trees Vacant Sites TreeKeeper Software Inventory Analysis & Maintenance Strategy Plan Contents • Section 1: Structure & Composition ■ Species Diversity • Section 2: Functions & Benefits of Trees ■ Stormwater Runoff, Air Pollutants, CO2 Sequestering • Section 3: Recommended Budget and Maintenance ■ Example 5-year Budget DAVEY Resource Group Structure & Composition Key Takeaway-c • High percentage of Green Ash o Industry recommended 10% • Higher young tree population Continue maintenance efforts to gain benefits of mature trees DAV mY Resource Group 30% 26% 25% 0 20% IIIIIIIIIIIIIaParks Streets Industry Recommendation w 17% 15% 14`: e 10% II 5% 5% 4 Rio Rio P Geer aSy,Ceemar ma0eNoOaj �aP�e C, ,,,O ao p\UQ s,,,Ore ,600t Functions & Benefits of City Owned Trees Key Takeaways • i-Tree Eco Analysis 0 320,286 gal./year of avoided stormwater runoff 0 2,474 lbs./year of air pollutants removed 0 39.3 tons/year of CO2 sequestered • Replacement Value 0 $6.33 million DAVEY. Resource Group 4p' PpECIDITATIOM IhEVA,0"' oNT/oN� TMR011GHFALL �a�� Soil Roots take up soil moisture, increasing runoff storage potential Urban Tree Canopy Analysis & Report Main Sections • Land Cover Mapping and Metrics • Urban Heat Island Study • Benefits of the Urban Forest DAV mY Resource Group URBAN TREE CANOPY 0 REPORT Monticello, MN DAVEA. Resource Group Land Cover Mapping and Metrics ;= Monticello, Minnesota Key Takeaways Land Cover Classification ,, • 1,798 Acres of tree canopy city wide (Including "` a CityLi��, p 0 y ' Bertram Athletic Park) - 24 LaudCoverCl..W.0- /o �, -Tree Canopy • Potential for 51 %canopy cover Gmss+L° Lying Vegetation • Tree Canopy by Parcel \� Haze Soil 0 42% - canopy cover (0-10%) �'" -Open W.W • Tree Canopy by Subdivision 0 65% - canopy cover < 25% t • Tree Canopy by Block Group and Census Tract 0 19%-30% land cover available for plantingP6 f� w I �� ► !L r'' 4 DAVEY ` Resource Group 05 bites Urban Heat Island Study Key Takeaways • Average surface temperatures 640- 920 F • August 19, 2023 & August 13, 2024 DAV mY Resource Group - -- Monticello, Minnesota Summer Land Surface Temperature km, \ � City Lumis \ oP1.audn Land Ud—T.-Po re 91 97°F \\ `� u.3.91° F • S � • � I iL i � 1 • I i 0 05 1 les Benefits of the Public and Private Trees Key Takeaways • Additional data compared to Management Plan • Air Quality CO, NO2, 03 (Ozone), SO2, PM2 5 & PMjo (Particulate Matter) • Carbon Sequestering • Avoided runoff • Carbon Storage o $10.4 Million DAV mY Resource Group Air Pollution Removal $13,048 Stormwater Interception $8,585 Ordinance Review & Tree Manual Process • Research • Staff engagement • Suggested ordinance revisions • Development of tree manual the Ciry,r.r«Mw.we+u ane emor<ez „neom, sur & .n -S, 43hg sraeearez rektng ro qe zpuies ane types of bees m be vlamaEapa<amem aM qe . tree Manual all beseap on fik n rM1e office of the Ciy Ckrkiesewe. aM may be eev'Ised hom - fo I— by action 0 Ne C.— upon qe recanme Z.. of qe City Ckrsl--- SobE. ] P-1, Ip PI—. Remora or Mainkin Tren. h'e a miseemearwr for any person ro Dlanr rover angvg Hreeb. wigoN^NH po[pM9 hom qe Clryao perme now�IWg ro vo soon SM1eu1 DoL RaPzrry Ownen I CClGreas aM WeMs end Melmnn Trees eM bs. Evuly ery owner of propeny abuevg on any streer shell cause qe grass ane weeds to ur M1om Ne line o1 such 11 esr ro such sneer ro the tamer of suA sneer II qe gesz or weeds n wcll Dlace anain a height in evicesz ol6 gchez h shoo be D^ma facie enNnce of a failure ro comps wlq rh'n Subdrvnion Fvery owner of gopenY ebunng on any condnnn from the line of — propery near SEC. II H. SPECML PROVISION: GRADING, FkLWG W EXCAVATION. Sobel. 1. GRADING PERMIT APPLICATIONS. N. See gwrmatlon 1 A M paervarkn pan cpnsiHem wiq qe aDpiwem reRc.amems a, ormaed in - Tree Manwl DAWEY Resource Group Overall Tree Definitions Updated Examples: • City Forester • Critical Root Zone • Tree Save Area • Tree, Significant • Tree, Specimen • Woodland DAVEYI., Resource Group Section 92: Trees on Public Property Trees Planted in Public Spaces • Added that all tree work shall be performed in accordance with ANSI A300 Standards • Any tree planted on public property shall not be planted without a permit • If unpermitted trees are found the city shall not take responsibility for the maintenance or liability of the unpermitted tree. • The city may order the trimming, treatment or removal of said tree. DAVEY Resource Group Section 92: Trees on Public Property Trees in New Subdivisions 0 1. When fewer than 20 trees are required on a site, at least four different species shall be utilized, in roughly equal proportions. 0 2. When more than 20 but fewer than 40 trees are required to be planted on site, at least six different species shall be utilized, in roughly equal proportions. • 3. When 40 or more trees are required on a site, at least eight different species shall be utilized, in roughly equal proportions. • 4. Nothing in this division shall be construed so as to prevent the utilization of a larger number of different species than specified above. • 5. All plantings shall be done in accordance with the standards established in § 153.060 LANDSCAPING AND SCREENING of the City of Monticello municipal code of ordinances. DAVEY- �-LL Resource Group Section 92: Trees on Public Property Abatement on private or government property • Nuisance -If the forester identifies one they will make a report to the City Council prior to notifying the property owner. If Forester finds that danger is imminent, the Forester shall notify the property owner first as soon as practical. • In accordance with § 10.20 ENFORCEMENT. The notice further states that the property owner shall be held liable for the cost abatement plus an amount determined by the Council to reimburse the city for its cost of inspection and eradication in accordance with § 92.50(K). • The property owner or occupant ahs the right to appeal the determination that a public nuisance exists by submitting a request in writing to the city clerk within seven (7) days after the service of the notice. • If trees are a threat to the overall health of public trees from Dutch elm disease, oak wilt or emerald ash borer or others. The City would provide cost share by proving two replacement trees per city lot during the spring tree sale. DAVEY- F Resource Group Section 92: Trees on Public Property Abuse or Mutilation • Violation of § 92.51 shall be punishable in accordance with Minn. Stat. 561.04. Damages for violation in this Section shall include the value of damaged, injured, or removes trees, plants and natives grassess assessed according to Guide for Plant Appraisal, 10th Edition. Second Printing by the Council of Tree & Landscape Appraisers or a fine equivalent to the cost of damage mitigation work performed as deemed necessary by the City Forester. 40 DAVEY Resource Group Section 152.040: Preliminary Plat • (8) A survey prepared by a qualified person identifying tree coverage in the proposed subdivision shall be prepared. Any significant tree on the property to be platted shall be inventoried and tagged with a unique identification number. This number will be used to depict the tree locations on a map at the same scale as the grading plan. The unique identification numbers shall be keyed to a chart showing location, species, condition, size (DBH), and critical root zone (CRZ) of every significant tree on the property. Total DBH inches of all inventoried trees shall be tallied and provided on the chart. In addition to trees on said property, significant trees on adjacent property which have CRZs overlapping onto said property must be inventoried. The chart and map shall specify which trees are to be removed or preserved and reasoning for the decision. The map shall be provided as both a separate sheet and as an overlay atop the grading plan. Special considerations and preservation measures for trees to be preserved shall be described in the tree preservation plan and depicted on both versions of the map. All significant Trees shall be noted. • Previous language noted that trees over 6" in diameter shall be included and all deemed diseased or invasive shall be exempt. DAVEY Resource Group Section 152.040: Preliminary Plat Tree Diversity • A landscaping and vegetation plan prepared per the requirements of 153.060(D) and (E) and a tree protection plan prepared per the requirements of 153.061. Examples: • When fewer than 20 trees are required on a site, at least four different species shall be utilized, in roughly equal proportions. • When more than 20 but fewer than 40 trees are required to be planted on site, at least six different species shall be utilized, in roughly equal proportions. • When 40 or more trees are required on a site, at least eight different species shall be utilized, in roughly equal proportions. DAVEY Resource Group Section 153-061: Tree Protection • (2) Separate plan required. Every significant tree on the property where the permit is being applied for shall be inventoried and tagged with a unique identification number. This number will be used to depict the tree locations on a map at the same scale as the grading plan. The unique identification numbers shall be keyed to a chart showing location, species, condition, size (DBH), and critical root zone (CRZ) of every significant tree on the property. Total DBH inches of all inventoried trees shall be tallied and provided on the chart. In addition to trees on said property, significant trees on adjacent property which have CRZs overlapping onto said property must be inventoried. The chart and map shall specify which trees are to be removed or preserved and reasoning for the decision. The map shall be provided as both a separate sheet and as an overlay atop the grading plan. Special considerations and preservation measures for trees to be preserved shall be described in the tree preservation plan and depicted on both versions of the map. All significant trees shall be noted. DAVEY-f; Resource Group Section 153.061: Tree Protection • (a) Woodland Preservation - Significant trees to be preserved in areas meeting the definition of "woodland" shall be exempt from inventory requirements except where removal is proposed in which case specimen trees shall be inventoried as described above, as well as any significant trees whose CRZ will be impacted by development. If more than 50% of the total area of woodland is to be cleared, specimen and significant trees shall be replaced according to the guidelines set forth in § 153.061 (13)(5) Replacement trees required. • Then add for each healthy specimen tree or significant tree removed or destroyed shall be replaced at a rate of 1:1 aggregate caliper inch (ACI) to be removed DBH inches, Example: Removal of 24" DBH tree shall be require planting of 12 x 2" DBH trees. DAVEY-f Resource Group Section 153-061: Tree Protection No specimen tree maybe be removed and no more than 50% of total significant tree DBH inventoried for residential developments and no more than 75% for commercial or industrial developments. Each healthy specimen or significant tree that is removed or destroyed shall be replaced at a rate of 1:1. If soil quality is determined to be non -conducive to tree root development by the City Forester. Replanting may be substituted with the payment of a fee equivalent to the replanting cost of trees and labor, to be paid to the City Shade Tree Fund. DAVEY-f; Group Tree Manual Contents • User friendly guide for residents and contractors • Helpful diagrams, charts, and illustrations • Tailored to the needs of the community Key Sartinnc • Tree Ordinance Summary • Boulevard Trees • Tree Pruning Guidelines • Tree Planting Guidelines • Recommended Trees for Planting • Prohibited Trees for Planting • Resident Tree Care Information • Avoiding Tree Damage During Construction i Table of Contents 1. Tree Ordinance Summary a. Definitions b. Section 92: Trees on Public Property c. Section 1S3: Trees on Private Property 2. Boulevard Trees 3. Tree Pruning Guidelines 4. Tree Planting Guidelines 5. Recommended Trees for Planting 6. Prohibited Trees for Planting 7. Resident Tree Care Information 8. Avoiding Tree Damage During Construction This is on intemchve document The presence of this icon throughout Me document R -vie nd cafes Ihot he image leads to another resource. Simply click Me image or the /con to view the resaurce lull screen. r.1... 1I.-r... ... ..,,..... .... z DAVEY Resource Group Tree Planting Guidelines Takeaways • Planting Specifications • Tree Grow Space (Boulevard Size) • Setbacks from infrastructure (utilities, road signs, intersections, hardscapes, etc.) • Planting Techniques • Procedure • Proper planting hole preparation • Multiple clickable links to additional local resources Residential Tree Care, State of Minnesota, Department of Natural Resources rr• DAVEY# Resource Group Tree Species Lists Recommended Species List Tailored to the City Based on current city data • Using current hardiness zone data Planning for the future Prohibited Species List • Specific list based on current city data MN Department of Agriculture Noxious Weed List USDA Agricultural Research Service U.S. DEPARTMENT OF AGRICULTURE { 2023 USDA Plant Hardiness Zone Map r � `� + �� � Poano Rioo PRDW CbIiYe �iuq nvriy �qm maeae e as-DD [_j _11m n, aob.b Q �aero.aa JObJO fO a04-Xa ]Ob D Xab2- -)Ob ID M9b-21 �' �10bD �b Dbl1± Db 1D0 neb L: tObM Q ]Obb YE 61b 1 DObb -11-4 a0be0 ® a1b10 SObeD —1. e0b10 1-211 DAVEY Resource Group City of Monticello 2040 Comprehensive Plan The proposed amendments to the ordinances bolster protections for trees against removal and ensure proper mitigation, focusing on preserving Monticello's current tree cover while prioritizing the health of native species and natural woodlands. These regulations strive to strike a balance between safeguarding and improving tree coverage, acknowledging that development necessities sufficient space for construction and site enhancements. Ultimately, the proposed ordinances facilitate a harmonious approach to maintaining the City's tree canopy, in line with the Chapter 9 Implementation chapter of the Monticello 2040 Plan. DAVEY Resource Group branch branch Tree Pruning Guidelines bark bakridge dge dead branch Irving bench J / \\ branch cdlar bandh collar k Teq,n,g the cut IV2nd Key Content Prune Trees c. • Pruning Standards &General Guidelines1. • Pruning Categories o Light, Medium, Heavy B. Cutting a smell branch C. Cating a larger brnch • "Three Cut Method" xnd cut ® 6hR' ,rtret • Prohibited Practices R o Topping, Tipping, Flush Cutting, >�e� etc. How to Prune Trees, USDA • Several Illustrations & Clickable Links Forest Service Cram reduction cut Crown Thinning. Crown Reduction. Crown Rai i' retain 67% Pru 33% DAVEY. Resource Group Whats Next? • Continue applying for grants • Reactive to proactive • Utilizing TreeKeeper for maintenance and data tracking ❑ Funding ❑ Ordinance DAVEYT. Resource Group jj krd Special Thanks -City of Monticello A &Recreation Director Tom Pawelk - Parks, Arts, Josh Berthiaume - Parks Superintendent Beth Green -Administrative Assistant _. Angela Schumann -Community Development Director Tyler Bevier-Community &Economic Development Director Steve Grittman-City Planner r- i,.►' off` ice- '' r: Bob Ferguson -Chief Building Official/Zoning Administrator , 7d JF x w: •, r� : 4, Matt Leonard -Public Works Director/City Engineer rµVs, Ryan Melhouse-Assistant City Engineer Mario Frucci-Engineer Technician Rachel Leonard -City Administrator Minnesota Department of Natural Resources