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City Council Agenda Packet 01-27-2020AGENDA REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, January 27, 2020 — 6:30 p.m. Mississippi Room, Monticello Community Center Mayor: Brian Stumpf Council Members: Jim Davidson, Bill Fair, Charlotte Gabler, Lloyd Hilgart 1. General Business A. Call to Order & Pledge of Allegiance B. Approval of Agenda — Councilmembers or the City Administrator may add items to the agenda for discussion purposes or approval. The City Council may or may not take official action on items added to the agenda. C. Approval of Meeting Minutes • Special Meeting Minutes from January 13, 2020 • Regular Meeting Minutes from January 13, 2020 D. Citizen Comments — Individuals may address the City Council about any item not contained on the agenda. Each speaker will be allotted three minutes with a maximum of five speakers. The Mayor may allow for additional time and/or speakers. The City Council generally takes no official action of items discussed, with the exception of referral to staff for future report. E. Public Service Announcements/Updates • Downtown Workshop (1/30) • Joint Workshop — Draft Comprehensive Plan Vision Report (2/4) F. Council Liaison Updates • EDA • Parks, Arts, and Recreation Commission • CMRP G. Department Updates • City Administrator Update • Wright County Sheriff's Office Quarterly Update • DMV Update • Hi -Way Liquors Update 2. Consent Agenda —All items listed on the Consent Agenda are considered standard or may not need discussion prior to approval. These items are acted upon by one motion unless a councilmember, the city administrator, or a citizen requests the item by removed from consent for additional discussion. A. Consideration of approving payment of bills B. Consideration of approving new hires and departures for City departments C. Consideration of approving the sale/disposal of surplus city property D. Consideration of appointing Andrew Tapper to Planning Commission for a term to expire December 31, 2021 E. Consideration of approving an application for a temporary charitable gambling permit for a raffle to be conducted by the Wright County Pheasants Forever on March 28, 2020 F. Consideration of adopting Resolution 2020-14 appointing election judges to serve for the Presidential Primary on March 3, 2020 G. Consideration of adopting Resolution 2020-15 authorizing the Finance Director, or their designee, to make electronic funds transfers H. Consideration of adopting Resolution 2020-18 approving the issuance of a lawful gambling off-site permit to Monticello Lions Club at American Legion Post on February 15, 2020 I. Consideration of approving submission of the 2020 Pay Equity Report J. Consideration of approving an adjustment to the part-time liquor store clerk wage scale K. Consideration of adopting Resolution 2020-16 approving plans and specifications and authorizing the advertisement of bids for the 2020 Street Improvements Project, City Project 200001 L. Consideration of adopting Resolution 2020-04 approving an addendum to purchase agreement between City of Monticello and LSW Investments, LLC M. Consideration of accepting quote and authorizing purchase of 2020 Ford F-250 truck for $47,168.61 by the Parks Department in conjunction with the central equipment fund N. Consideration of ratifying the negotiated Labor Agreement between the City of Monticello and the International Union of Operating Engineers, Local 49 for January 1, 2020 to December 31, 2022 2A. Consideration of items removed from the consent agenda for discussion 3. Public Hearings 4. Regular Agenda A. Consideration of a request for adoption of a resolution for annexation petitioned by Kjellberg's, Inc. and a rezoning and lot combination to accommodate the expansion of the Kjellberg West Manufactured Home Community. Applicant: Kjellberg's, Inc. B. Consideration of a request for Comprehensive Plan Amendment from Places to Shop to Places to Live, Amendment to Planned Unit Development for Development Stage PUD and Preliminary Plat for a proposed 92 -unit multi- family apartment complex. Applicant: Kent Kjellberg C. Consideration of adopting new compensation program (Keystone Job Leveling System) including initial point analysis and establishing order or implementation (moving employees to nearest step on the new pay system effective February 29, 2020) 5. Adjournment MINUTES SPECIAL MEETING — MONTICELLO CITY COUNCIL Monday, January 13, 2020 — 5 p.m. Academy Room City Hall - Monticello Community Center Present: Brian Stumpf, Jim Davidson, Bill Fair, Charlotte Gabler, Lloyd Hilgart Absent: None Others: City staff. Jeff O'Neill, Tracy Ergen, Rachel Leonard, and Sarah Rathlisberger 1. Call to Order Mayor Brian Stumpf called the special meeting to order at 5 p.m. 2. 5 p.m. CLOSED MEETING Closed meeting to consider attorney-client review under M.S. § 13D.05, proposed retirement separation agreement for Finance Director. 3. 5:30 p.m. Compensation Study Discussion Jeff O'Neill, City Administrator, presented the study and the transition plan provided by the consultant. Tracy Ergen, Human Resources, commented on the plan and noted that if the plan is adopted by City Council all employees will be moved to their closest step. Ms. Ergen reviewed timeline if approved on January 27, 2020: personal information distributed to employees by January 31, 2020; employees have opportunity to request a review their position/points; grade changes reviewed by Personnel Committee on February 19, 2020; and updated reflected on March 19, 2020 paychecks. There was some council discussion between adjusting the pay scale and hiring more employees. Increase in pay doesn't reduce workload. Tracy Ergen noted that the consultant recommended completing a compensation study every five years moving forward. This item, as presented, will be brought to City Council for approval on January 27, 2020. 4. Adjournment By consensus the meeting was adjourned at 6 p.m. Recorder: Jennifer Schreiber Approved: Attest: City Administrator City Council Special Meeting Minutes —January 13, 2020 REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, January 13, 2020 — 6:30 p.m. Mississippi Room, Monticello Community Center Present: Mayor Brian Stumpf, Jim Davidson, Bill Fair, Charlotte Gabler, and Lloyd Hilgart Absent: None. 1. General Business A. Call to Order & Pledge of Allegiance Mayor Stumpf called the meeting to order at 6:30 p.m. B. Approval of Agenda Councilmember Fair moved approval of the agenda. Councilmember Davidson seconded the motion. Motion carried unanimously. C. Approval of Minutes Snecial Meeting Minutes from December 9, 2019 i Councilmember Gabler moved approval of the special meeting minutes from December 9, 2019. Councilmember Fair seconded the motion. Motion carried unanimously. Regular Meeting Minutes from December 9, 2019 Councilmember Gabler moved approval of regular meeting minutes of December 9, 2019. Councilmember Fair seconded the motion. Motion carried unanimously. Special Meeting Minutes from December 30, 2019 Councilmember Fair moved approval of special meeting minutes of December 30, 2019. Councilmember Davidson seconded the motion. Motion carried unanimously. D. Citizen Comments Darek Vetsch, Stearns County Commissioner, gave a brief review of county activity in 2019. In addition, Commissioner Vetsch requested for councilmember to serve on a committee for Ditch 33 and one to attend a workshop in March for the county's 2020 strategic planning. Councilmember Hilgart volunteered to serve on committee addressing Ditch 33. Councilmember Gabler volunteered to attend workshop on strategic planning. E. Public Service Announcements Rachel Leonard, Communications & Special Projects Coordinator, noted the following: • Martin Luther King Day business hours. City Hall and Public Works closed; DMV, Hi -Way Liquors, and MCC open regular hours. • Early voting for Presidential Primary begins on January 17. City Council Minutes—January 13, 2020 Page 1 1 7 • Angela Schumann, Community Development Director, gave a brief preview of a downtown workshop being held January 30. F. Council Liaison Updates • EDA — Councilmember Davidson noted that the EDA reviewed their 2019 and 2020 Work Plan. In addition, housing needs were discussed and a co - working space item was tabled. • CMRP — Jeff O'Neill commented that Planning Next is starting a community engagement process and a tour of all CMRP members. • Planning Commission — Councilmember Gabler provided an update of meeting which consisted of two public hearings and interviews of individuals to serve on the Planning Commission. • IEDC — Mayor Stumpf stated that the group reviewed 2020 Action Statement which included the list from 2019. • BCOL — Councilmember Davidson noted that reappointments were approved and they discussed the turn lanes on Briarwood, shelter, Chelsea Road connection, and camper cabins. G. Department Updates • City Administrator Update — Jeff O'Neill provided an update on: I. A legislative form is being held in Buffalo on January 29 at 5:30 p.m. 2. There will be a Highway 25 Safety Neighborhood Meeting on January 23 at 6 p.m. 3. Using sales tax for Bertram Chain of Lakes funding could be considered in 2022. 2. Consent ¢enda: Councilmember Hilgart moved approval of the Consent Agenda with the amendment to table item J. Councilmember Davidson seconded the motion. Motion carried unanimously. A. Consideration of approving the payment of bills. Recommendation: Approved the bill and purchase card registers for a total amount of $1,161,652.03. B. Consideration of approving new hires/departures. Recommendation: Approved the hires for the MCC, Hi -Way Liquors, and Parks Department and terminations for MCC, Hi -Way Liquors, Building Department, and Parks Department. C. Consideration of approving the sale/disposal of surplus city property. Recommendation: Approved as recommended. D. Consideration of adopting Resolution 2020-01 accepting donation of $464 from Fire Relief Association for Fire Department challenge coins, donations of $300 from Foster White Insurance Agency, Healing Moments Counseling, and Russell's on the Lake for Farmers Market Power of Produce, donations of $1,000 from WSB & Associates and All Elements Roofing for ballfields, donations of $1,000 from All Elements Roofing and Liberty Bank for Music on the City Council Minutes—January 13, 2020 Page 2 17 Mississippi, and donation of two pieces of exercise equipment for fire station with value of $500 from Marc Simpson. Recommendation: Adopted Resolution 2020-01 accepting the donations. E. Consideration of adopting Resolution 2020-02 establishing an Absentee Ballot Board for the 2020 Elections. Recommendation: Adopted Resolution 2020-02 establishing Absentee Ballot Board. F. Consideration of approving an application for a temporary charitable gambling permit for a raffle to be conducted by the Swan River PTO on April 4, 2020. Recommendation: Approved the application. G. Consideration of approving an updated Social Media Policy. Recommendation: Approved the updated policy. H. Consideration of adopting Resolution 2020-03 supporting the City of Monticello application for Telecommuter Forward! Community certification. Recommendation: Adopted Resolution 2020-03 supporting the application. I. Consideration of approving a Retirement Separation Agreement for Finance Director. Recommendation: Approved the agreement. J. Consideration of adopting Resolution 2020-04 approving an addendum to purchase agreement between City of Monticello and LSW Investments, LLC. Recommendation: Item was tabled per the applicant. K. Consideration of adopting Resolution 2020-05 authorizing the transfer of 8617 Edmonson property sale proceeds to the Economic Development Authority (EDA) in consideration of future Otter Creek Business Park (OCBP) land acreage to be determined. Recommendation: Approved Resolution 2020-05 authorizing the transfer of 20 -acre city owned 8617 Edmonson land sale proceeds in the amount of $293,000 to the EDA in exchange for future land considerations in Otter Creek Business Park. L. Consideration of adopting a memorandum of understanding between the City of Monticello and Wright County for the construction of turn lanes along Briarwood Avenue NE in Monticello Township for the Bertram Chain of Lakes Regional Park. Recommendation: Approved a memorandum of understanding for the construction of turn lanes along Briarwood NE. M. Consideration of approving a future agreement with MnDOT for maintenance and operation of roadway lighting on State Highway 25 near Kjellberg Court. Recommendation: Approved a future agreement with MnDOT for State Highway 25 maintenance and roadway lighting. N. Consideration of adopting a funding participation and construction agreement between the City of Monticello and Wright County for the construction of improvements to County Road 118. Recommendation: Approved a funding participation and construction agreement for construction of improvements to County Road 118. City Council Minutes —January 13, 2020 Page 3 17 O. Consideration of adopting Resolution 2020-06 accepting public improvements for the Carlisle Village 6th Addition plat. Recommendation: Adopted Resolution 2020-06 accepting the improvements. 3. Public Hearings: 4. Regular Agenda: A. Consideration of approving annual designation and Citv Council appointments for 2020 Mayor Stumpf noted that he would like to amend the list to name Councilmember Hilgart as the primary liaison to the Central Mississippi River Regional Planning Partnership. The Mayor will serve as alternate. Councilmember Hilgart moved approval of appointments with the above mentioned amendment. Councilmember Fair seconded the motion. Motion carried unanimously. B. Consideration of a request for a Final Plat, rezoning to PUD Zoning_ District, a Final Stage PUD, and Development Agreement for Deephaven Steve Grittman, NAC, presented a review of the request for final plat, rezoning, final stage PUD, and development agreement for Deephaven. The applicants propose to subdivide approximately eight acres in the south/east portion of the 16 - acre parcel for multiple family residential use. The remaining eight acres would remain in a series of outlots, to be platted for commercial development as demand occurs. The Council previously approved the Comprehensive Plan Amendment and Development Stage PUD and preliminary plat on November 25, 2019. City Council addressed all of the issues in Exhibit Z. Mark Buchholz commented that Buchholz Development is in agreement with Exhibit Z. Councilmember Fair moved to adopt Resolution 2020-11 and to adopt Ordinance 734 rezoning Lot 1, Block 1 of Deephaven Addition from B-4, Regional Business to PUD — Deephaven Planned Unit Development, based on findings in said resolution that the project is consistent with the requirements of the Comprehensive Plan direction for the conversion of commercial land to multifamily residential, and consistent with the expectations of both multi- family development and PUD design, subject to completion of the PUD and Final Plat processes. Councilmember Hilgart seconded the motion. Motion carried unanimously. Councilmember Hilgart moved to adopt Resolution 2020-12 approving the Final Stage PUD for the Deephaven Planned Unit Development, based on findings in said resolution that the project is consistent with the requirements of the Comprehensive Plan direction for the conversion of commercial land to multifamily residential, and consistent with the expectations of both multi- family development and PUD design, subject to the conditions in Exhibit Z. Councilmember Fair seconded the motion. Motion carried unanimously. Councilmember Hilgart moved to adopt Resolution 2020-13 for the Final Plat of Deephaven Addition, based on findings in said resolution that the project is consistent with the requirements of the Comprehensive Plan City Council Minutes —January 13, 2020 Page 4 1 7 direction and the subdivision ordinance, subject to the provisions of Exhibit Z, and to approve the Development Agreement, 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. Councilmember Davidson seconded the motion. Motion carried unanimously. C. Consideration of adontina a petition for annexation by Ronald and Lisa Denn and Denn Family Partnership, and consideration of a request for Comprehensive Plan Amendment from Urban Reserve to Places to Live, a request for Final Plat approval of Haven Ridge, including the Ist Phase of 27 single-family units, rezoning to A -O and R -I for the plat, and related Develop_ ment Agreement. Applicant: Marc Shulte/Denali Investments, LLC Steve Grittman, NAC, presented the item. The applicants propose a 326 -unit residential development. The current plan application proposed to rezone and plat into lots and blocks the first phase of Haven Ridge subdivision, comprised of 27 single family residential lots. Angela Schumann, Community Development Director, noted that the parcels are located in the Monticello Township, part of the Monticello Orderly Annexation Area (MOAA). The parcels proposed for final plat meet the conditions of the MOAA agreement and the township has been notified of the city's intent to consider adoption of the annexation resolution. Marc Schulte, developer, addressed questions by the city council regarding the stages of the project and builders. Mr. Schulte responded that this year they will complete Phase I and possibly Phase 2. The builders selected for the project are not "national" builders, but are more local builders. Terry Rothenbacher, Carlson McCain, project engineers, spoke briefly in regard to the positive process of the project. Councilmember Hilgart moved to adopt Resolution 2020-07, a resolution annexing the land within the Haven Ridge area, contingent on the approval of the Comprehensive Plan Amendment, rezoning and final plat requests, based on finding that the terms of the Monticello Orderly Annexation Agreement have been met and other findings as stated in the resolution. Councilmember Davidson seconded the motion. Motion carried unanimously. Councilmember Fair moved to adopt Resolution 2020-08, reguiding the Haven Ridge property from "Urban Reserve" to "Places to Live" as designated on the survey of the property, based on the findings in said resolution, and contingent on adoption of the resolution for annexation and approval of the rezoning and final plat requests. Councilmember Hilgart seconded the motion. Motion carried unanimously. Councilmember Hilgart moved to adopt Resolution 2020-09 and Ordinance 733 rezoning the proposed plat of Haven Ridge to "A -O, Agriculture -Open City Council Minutes —January 13, 2020 Page 5 17 Space" for Outlots D, E, F, G, H, I and J and to "R-1, Single Family Residential" for Lots 1-14, Block 1 and Lots 1-13, Block 2, along with Outlots A, B and C, based on the findings in said resolution, and contingent on adoption of a resolution for annexation and approval of the Comprehensive Plan Amendment and Final Plat. Councilmember Davidson seconded the motion. Motion carried unanimously. Councilmember Hilgart moved to adopt Resolution 2020-10 approving the Final Plat of Haven Ridge, based on the findings in said resolution, and to approve the Development Agreement, authorizing the Mayor and City Administrator to execute said agreement, and contingent on adoption of the resolution for annexation and approval of the Comprehensive Plan Amendment and rezoning and subject to the conditions in Exhibit Z. Councilmember Davidson seconded the motion. Motion carried unanimously. D. Consideration of authorizing the interim use of the old fire station building at 303 6th Street West for storage by the Public Works Denartment on an interim basis Matt Leonard, City Engineer/Public Works Director, gave a brief overview of the space needs of Public Works. Currently the department utilizes space at Edmonson and County Road 39 properties, total of 17,200 sf, which need to be vacated in 2020 and 2021. Mr. Leonard noted that approximately 10,000 sf of storage is needed today and presented options for interim storage: continue to utilize the EDA owned property at 112 W. River Street; use 5,000 sf fire station apparatus bay at old fire station at 303 6th Street until a permanent public works facility solution is determine; and continue to utilize outside storage at 919 Golf Course Road. Mayor Stumpf commented that other city departments may have space needs also. Staff agreed that there is a need to compile of list of all space needs by departments. There has been agreement to use some space for MCC and the Building Department. Councilmember Gabler questioned whether items not being used can be disposed of. Mr. Leonard responded that the department has been working on eliminating items that are no longer needed. Councilmember Hilgart supported the use of the space. Councilmember Davidson stated that he is concerned about the lack of input of other departments' space needs. Councilmember Gabler moved to authorizing the use of the old fire station building at 303 6th Street West for interim storage use by the Public Works Department along with a monthly update of the process. Councilmember Hilgart second the motion. There was a friendly amendment for City Engineer to work with other departments' on their needs. Motion carried unanimously. 5. Adiournment: By consensus, the meeting was adjourned at 8:20 p.m. Recorder: Jennifer Schreiber City Council Minutes—January 13, 2020 Page 6 1 7 Approved: Attest: City Administrator City Council Minutes—January 13, 2020 Page 7 1 7 City Council Agenda: 01/27/2020 2A. Consideration of aimrovinLy vavment of bills (WO) A. REFERENCE AND BACKGROUND: City staff submits the attached bill registers and purchasing card registers for approval by Council. The bill registers contain all invoices processed and the purchasing card registers contain all card purchases made since the last Council meeting. Subject to MN Statutes, most invoices require Council approval prior to releasing checks for payment. The day following Council approval, payments will be released unless directed otherwise. A credit purchasing agreement and policy was approved by Council initially and card purchases must comply with the policy. If Council has no questions or comments on the bill and purchase card registers, these can be approved with the consent agenda. If requested, this item can be removed from consent and discussed prior to making a motion for approval. Al. Budget Impact: None A2. Staff Workload Impact: No additional work required. B. ALTERNATIVE ACTIONS: 1. Motion to approve the bill and purchase card registers for a total amount of $1,797,657.30. 2. Motion to approve the registers with changes directed by Council. C. STAFF RECOMMENDATION: City staff recommends Alternative #1 or #2, per direction of Council. D. SUPPORTING DATA: • Bill registers and Purchase Card registers Accounts Payable Computer Check Proof List by Vendor User: Julie.Cheney Printed: 01/22/2020 - 4:14PM Batch: 00202.01.2020 - 202.01.2020 USB Moiiii6effo Y Invoice No Description Amount Payment Date Acct Number Reference Vendor: 2968 BOND TRUST SERV CORP - Wire Transfer Check Sequence: 1 ACH Enabled: True 1/31/2020 Series 2011 AGO Refunding Bonds - Principal 1,230,000.00 01/15/2020 312-47000-460100 1/31/2020 Series 2011A GO Refunding Bonds - Interest 22,275.00 01/15/2020 312-47000-461100 Check Total: 1,252,275.00 Vendor: 4263 CAYAN Check Sequence: 2 ACH Enabled: True 1273849 12/19 (3) cc machine rental 89.85 12/31/2019 609-49754-424100 1273849 12/19 (17,020) transactions 1,191.40 12/31/2019 609-49754-443980 Check Total: 1,281.25 Vendor: 2439 DEPT OF EMPLOYMENT & ECON DEVELO Check Sequence: 3 ACH Enabled: True Qtr 4 2019 Qtr 4 2019 Unemployment Benefits 748.17 12/31/2019 101-43120-414200 Qtr 4 2019 Qtr 4 2019 Unemployment Benefits 4,455.72 12/31/2019 101-45201-414200 Check Total: 5,203.89 Vendor: 3241 LINCOLN FINANCIAL GROUP Check Sequence: 4 ACH Enabled: True 1/1/2020 Life Insurance - Jan 2020 2,413.87 01/15/2020 101-00000-217066 Check Total: 2,413.87 Vendor: 1593 MN DEPT OF REVENUE - ACH Check Sequence: 5 ACH Enabled: True 1/21/2020 December Sales Tax - MCC 7,082.26 01/15/2020 226-00000-208100 1/21/2020 December Sales Tax - MCC -0.26 01/15/2020 226-45122-362900 1/21/2020 December Sales Tax - Hi Way Liquor 63,738.71 01/15/2020 609-00000-208100 1/21/2020 December Sales Tax - Hi Way Liquor -0.71 01/15/2020 609-00000-362900 1/21/2020 December Sales Tax - Water 748.05 01/15/2020 601-00000-208100 1/21/2020 December Sales Tax - Water -0.05 01/15/2020 601-00000-362900 1/21/2020 December Waste Tax - General -1.88 01/15/2020 101-00000-362900 1/21/2020 December Sales Tax - General 326.66 01/15/2020 101-00000-208100 1/21/2020 December Waste Tax - General 101.88 01/15/2020 101-00000-208120 1/21/2020 December Sales Tax - General 0.34 01/15/2020 101-41310-443990 AP -Computer Check Proof List by Vendor (01/22/2020 - 4:14 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Check Total: 71,995.00 Vendor: 1426 CITY OF MONTICELLO Check Sequence: 6 UB Nov 2019 8120 - Bldg. Inspec. Garage 21.78 12/31/2019 101-41940-438200 UB Nov 2019 8631 - Animal Shelter 21.78 12/31/2019 101-42700-438200 UB Nov 2019 10128 - Prairie Cntr. Bldg. 22.28 12/31/2019 101-41941-438200 UB Nov 2019 8119 - Fire Station 25.56 12/31/2019 101-42200-438200 UB Nov 2019 5005 - spklr - 822 Hart Blvd. 0.00 12/31/2019 101-43120-438200 UB Nov 2019 5002- spklr- 1510 Hart Blvd 0.00 12/31/2019 101-43120-438200 UB Nov 2019 5004 - spklr - 1390 Hart Blvd 0.00 12/31/2019 101-43120-438200 UB Nov 2019 15291 - Commuter Lot- Stormwtr 12.50 12/31/2019 101-43120-438200 UB Nov 2019 15363 - spklr- Fallon/7th St. 5.60 12/31/2019 101-43120-438200 UB Nov 2019 15292 - Dwntwn Parking-Strmwtr 5.50 12/31/2019 101-43120-438200 UB Nov 2019 15362 - spklr-Fallon/Chelsea 5.60 12/31/2019 101-43120-438200 UB Nov 2019 5003 - spklr - 1460 Hart Blvd 0.00 12/31/2019 101-43120-438200 UB Nov 2019 8117 - MCC 982.82 12/31/2019 226-45126-438200 UB Nov 2019 7885 - DMV/Food Shelf 36.96 12/31/2019 217-41990-438200 UB Nov 2019 8114 - Hi -Way Liquors 55.15 12/31/2019 609-49754-438200 UB Nov 2019 7224 - WWTP 1,694.29 12/31/2019 602-49480-438200 UB Nov 2019 7256-003 - MontiArts 21.78 12/31/2019 101-45204-438200 UB Nov 2019 8177 - Library 100.04 12/31/2019 101-45501-438200 UB Nov 2019 8528 - Monti -NSP Sftbll Fields 14.78 12/31/2019 101-45203-438200 UB Nov 2019 8905 - PW Office 14.78 12/31/2019 101-43127-438200 UB Nov 2019 8903 - PW Shop/Clerical 178.17 12/31/2019 101-43127-438200 UB Nov 2019 8904 - PW Vehicle Storage 25.23 12/31/2019 101-43127-438200 UB Nov 2019 5026 - Ellison Park 14.78 12/31/2019 101-45201-438200 UB Nov 2019 8086 - 4th St. Warming House 14.78 12/31/2019 101-45201-438200 UB Nov 2019 10063 - spklr - Front St. Park 0.00 12/31/2019 101-45201-438200 UB Nov 2019 5250 - Bridge Park W 14.78 12/31/2019 101-45201-438200 UB Nov 2019 5637 - Meadow Oak Dog Park 5.60 12/31/2019 101-45201-438200 UB Nov 2019 8622 - Poineer Pk. bathrooms 14.78 12/31/2019 101-45201-438200 UB Nov 2019 7256-004 - 130 Brdwy- Stormwtr 5.50 12/31/2019 213-46301-438200 UB Nov 2019 7256-007 - 103 Pine St- EDA 21.78 12/31/2019 213-46301-438200 UB Nov 2019 7256-008 - 112 River St. W EDA 21.78 12/31/2019 213-46301-438200 Check Total: 3,358.38 Vendor: 2811 US BANK CORPORATE PMT SYSTEM Check Sequence: 7 01/06/2020 EDA MN - 2020 Membership (JT) 295.00 01/15/2020 213-46301-443300 01/06/2020 Monti Chamber - Nov & Dec Lunches (JT) 30.00 12/31/2019 213-46301-443990 01/06/2020 Monti Chamber - Banquet Meal (JT) 70.00 12/31/2019 213-46301-443990 01/06/2020 Holiday - Unleaded Fue 10.22 gals @ $2.439 25.91 01/15/2020 217-41990-421200 Reference ACH Enabled: True ACH Enabled: True AP -Computer Check Proof List by Vendor (01/22/2020 - 4:14 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference 01/06/2020 Holiday - Unleaded Fuel 9.770 gals @ $2.439 23.83 12/31/2019 217-41990-421200 01/06/2020 Holiday - Unleaded Fuel 10.775 gals @ $2.439 26.28 12/31/2019 217-41990-421200 01/06/2020 Holiday - Unleaded Fuel 10.273 gals @ $2.439 25.06 12/31/2019 217-41990-421200 01/06/2020 Holiday - Unleaded Fuel 10.915 gals @ $2.439 26.62 12/31/2019 217-41990-421200 01/06/2020 Amazon - Highlighters, Mailing Envelopes, Disi 32.74 12/31/2019 217-41990-421990 01/06/2020 General Credit Forms - Credit Card Paper 122.68 12/31/2019 217-41990-421990 01/06/2020 NBP - Paper, Cleaner, Monitor Stand, Staples, Si 313.31 12/31/2019 217-41990-421990 01/06/2020 JP Cooke - Ink for Stampers 41.95 12/31/2019 217-41990-421990 01/06/2020 WHCE - DMV 19.95 12/31/2019 217-41990-431900 01/06/2020 Cintas - Mat Service Inv#4035366300, 4037615' 59.80 12/31/2019 217-41990-431990 01/06/2020 Randys Sanitation - Monthly Shredding Service 31.00 12/31/2019 217-41990-431990 01/06/2020 Advanced Disposal - Nov 2019 47.74 12/31/2019 101-45201-438400 01/06/2020 Advanced Disposal - Nov 2019 23.87 12/31/2019 101-45201-438400 01/06/2020 Ameripride - Nov. 2019 uniforms - Parks 133.56 12/31/2019 101-45201-441700 01/06/2020 John's Welding - (30) galv. picnic table frames; s 3,560.00 12/31/2019 101-45203-421990 01/06/2020 Advanced Disposal - Nov 2019 110.80 12/31/2019 101-43127-438400 01/06/2020 WHCE -General Street Lighting 1,415.06 12/31/2019 101-43160-438100 01/06/2020 Advanced Disposal - Nov 2019 37,884.28 12/31/2019 101-43230-438400 01/06/2020 Advanced Disposal - Nov 2019 - Recycling 13,556.66 12/31/2019 101-43230-438400 01/06/2020 Runnings - (2) 24 pk. water bottles - Park Event 5.98 12/31/2019 101-45204-421990 01/06/2020 Runnings - (2) trimmer: (48) 2.6 oz. stihl engine 743.44 12/31/2019 101-46102-421990 01/06/2020 Forestry Suppliers - bull rope; soil pH test kit; et 529.93 12/31/2019 101-46102-421990 01/06/2020 Runnings - pole pruner; (48) 5.2 oz. eng. oil 746.48 12/31/2019 101-46102-424100 01/06/2020 Dacotah Paper - Bathroom Supplies 92.20 12/31/2019 101-45501-421990 01/06/2020 Service Master - Cleaning Service - Library - De 1,769.62 12/31/2019 101-45501-431100 01/06/2020 Cintas - Mat Service Inv#4035964398, 4037024 39.20 12/31/2019 101-45501-431990 01/06/2020 Advanced Disposal - Nov 2019 11.93 12/31/2019 101-45501-431990 01/06/2020 Amazon - Packaging Tape (6 pk) 15.55 12/31/2019 226-45122-421990 01/06/2020 Amazon - Rubber Gloves for Front Desk 9.85 12/31/2019 226-45122-421990 01/06/2020 NBP -Paper 69.80 12/31/2019 226-45122-421990 01/06/2020 Amazon - AA Batteries (48 pk) 27.98 12/31/2019 226-45122-421990 01/06/2020 Sams Club - Popcorn for Staff Appreciation 23.94 12/31/2019 226-45122-421990 01/06/2020 Monti Chamber - Dec Lunch (AM) 15.00 12/31/2019 226-45122-433100 01/06/2020 MN Dept Labor - Boiler Renwals (4) - MCC 40.00 12/31/2019 226-45122-443700 01/06/2020 Upholstery Plus - New Head Table Covering for 1,070.00 12/31/2019 226-45123-431990 01/06/2020 Amazon - Two Way Radios for Pool 209.97 12/31/2019 226-45124-421990 01/06/2020 Amazon - Life Jackets (18), Aqua Swim Bars (4; 416.47 12/31/2019 226-45124-421990 01/06/2020 ELifeGuard - Metal Whistles & Lanyards (12 ez 25.32 12/31/2019 226-45124-421990 01/06/2020 Dacotah Paper - Popcorn Bags, Cups for Conces 206.15 12/31/2019 226-45125-421990 01/06/2020 Target - Protein Bars (14 boxes) 77.60 12/31/2019 226-45125-425410 01/06/2020 Dacotah Paper - Bathroom/Lockerroom Supplie, 1,161.10 12/31/2019 226-45126-421990 01/06/2020 Amazon - Fuses for Pool Controller (25) 21.55 12/31/2019 226-45126-422990 01/06/2020 National Gym Supply - Exerflex Cable for Fly Iv 88.48 12/31/2019 226-45126-422990 AP -Computer Check Proof List by Vendor (01/22/2020 - 4:14 PM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference 01/06/2020 Sherwin Williams - Sales Tax Refund -0.07 12/31/2019 226-45126-422990 01/06/2020 Sherwin Williams - Paint & Supplies for Gym 220.89 12/31/2019 226-45126-422990 01/06/2020 Sherwin Williams - Paint, Tape, Tray 54.46 12/31/2019 226-45126-422990 01/06/2020 Marties Farm - Softner Salt (63 bags) 371.70 12/31/2019 226-45126-422990 01/06/2020 Home Depot -Tube Cutter, Poly Tube, Connecto 57.10 12/31/2019 226-45126-422990 01/06/2020 Home Depot - Poly Tube, Connectors, Cable Tie 47.30 12/31/2019 226-45126-422990 01/06/2020 Monti Napa - Air Filter for Boiler 13.71 12/31/2019 226-45126-422990 01/06/2020 Home Depot - Returned Poly Tube -26.58 12/31/2019 226-45126-422990 01/06/2020 Home Depot - Paint Rollers 11.93 12/31/2019 226-45126-422990 01/06/2020 Sherwin Williams - Sales Tax Refund -3.11 12/31/2019 226-45126-422990 01/06/2020 Service Master - Cleaning Service - MCC - Dec 4,193.00 12/31/2019 226-45126-431100 01/06/2020 WHCE - MCC 27.95 12/31/2019 226-45126-431900 01/06/2020 WHCE - MCC - Jan 2020 19.95 12/31/2019 226-45126-431900 01/06/2020 Cintas - Mat Service MCC (5 Invoices) 238.62 12/31/2019 226-45126-431990 01/06/2020 Advanced Disposal - Nov 2019 113.38 12/31/2019 602-49480-438400 01/06/2020 MN Dept Labor - Boiler & Pressure Valve Rene` 50.00 12/31/2019 602-49480-443700 01/06/2020 Runnings -(4) keys made - 1/2 Sewer 3.98 12/31/2019 602-49490-421990 01/06/2020 Monti Napa - (4) marine antifreeze- 1/2 5.98 12/31/2019 602-49490-421990 01/06/2020 Runnings - 2019/2020 boots BR- 1/2 79.99 12/31/2019 602-49490-421990 01/06/2020 Runnings - boots 2018/2019 J.M. - 1/2 90.00 12/31/2019 602-49490-421990 01/06/2020 Monti Printing - UB Payment Drop Box Sign (1/ 9.60 12/31/2019 602-49490-421990 01/06/2020 Grainger - (4) cordless light: (2) 2pk battery - 1/: 257.00 01/15/2020 602-49490-421990 01/06/2020 Verizon - Nov 4 - Dec 3 20.98 12/31/2019 602-49490-432100 01/06/2020 Verizon - Oct 21 - Nov 20 17.51 12/31/2019 602-49490-432100 01/06/2020 WHCE - Sunset Ponds 11/1-12/1/2019 130.04 12/31/2019 602-49490-438100 01/06/2020 WHCE - 1645 & 1675 CR 39 49.93 12/31/2019 602-49490-438100 01/06/2020 Ameripride - Nov. 2019 uniforms - Sewer 101.15 12/31/2019 602-49490-441700 01/06/2020 Advanced Disposal - Nov 2019 23.87 12/31/2019 609-49754-438400 01/06/2020 Adobe - Sales Tax Refund from April 2019 -44.24 12/31/2019 101-00000-115030 01/06/2020 WHCE - Hi -Way Liquor Jan 2020 21.42 12/31/2019 609-49754-431900 01/06/2020 Cintas - mat srvc. inv. # 4037024238; 40376161 98.38 12/31/2019 609-49754-431990 01/06/2020 Cintas - mat srvc. inv. # 4035366613; 40359644, 140.79 12/31/2019 609-49754-431990 01/06/2020 DISH - 1/2020 service 76.99 01/15/2020 609-49754-432500 01/06/2020 True Brands - (24) mix 125.76 12/31/2019 609-49750-425400 01/06/2020 Cub Foods - (10) lemons; (44) limes 36.30 12/31/2019 609-49750-425500 01/06/2020 Arctic Glacier - resale inv. # 1957932409 66.55 12/31/2019 609-49750-425500 01/06/2020 Arctic Glacier - resale inv. # 1957933704; 19575 344.28 12/31/2019 609-49750-425500 01/06/2020 Cub - resale - (42) lemons & limes 28.98 01/15/2020 609-49750-425500 01/06/2020 Cub Foods - paper towels; (2) hand soap 28.53 12/31/2019 609-49754-421990 01/06/2020 NBP - suckers; (2) cs. paper towels; (3) cs. can li 231.11 12/31/2019 609-49754-421990 01/06/2020 NBP -(2) cs. plates; suckers; (4) coffee; (3) cs. f 359.85 12/31/2019 609-49754-421990 01/06/2020 Advanced Disposal - Nov 2019 208.87 12/31/2019 226-45126-438400 01/06/2020 Amazon - Stability Balls (2) 36.98 12/31/2019 226-45127-421720 AP -Computer Check Proof List by Vendor (01/22/2020 - 4:14 PM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference 01/06/2020 Amazon - Mini Exercise Balls for Barre/Yoga (2 20.78 12/31/2019 226-45127-421720 01/06/2020 Amazon - Yoga Bolsters (5) 104.35 12/31/2019 226-45127-421720 01/06/2020 Tivity Health - 21b Dumbbells (10 pairs) for Prai 60.00 12/31/2019 226-45127-421720 01/06/2020 Amazon - Magnavox CD Boombox 21.99 12/31/2019 226-45127-421720 01/06/2020 Sams Club - Speaker for Water Aerobics 119.98 12/31/2019 226-45127-421720 01/06/2020 Goodwill - Balance Boards for Kids (2) 7.98 12/31/2019 226-45127-421981 01/06/2020 Amazon - Aqua Dumbbells (10) 139.80 12/31/2019 226-45127-421990 01/06/2020 Amazon - 18C003-CONSTR - weather station 154.48 12/31/2019 400-43300-452010 01/06/2020 Amazon - 18C003-CONSTR- (11) dry erase;(11] 218.22 12/31/2019 400-43300-452010 01/06/2020 Runnings-18C003-CONSTR- (3) ea. 100' hose; 293.94 12/31/2019 400-43300-452010 01/06/2020 Amazon - 18C003-CONSTR - (10) set picture f 349.90 12/31/2019 400-43300-452010 01/06/2020 Amazon - 18C003-CONSTR - 12pk wastebaskel 507.12 12/31/2019 400-43300-452010 01/06/2020 Northern Tool - 18C003-CONSTR - (2) hose ree 4,930.85 12/31/2019 400-43300-452010 01/06/2020 Amazon - 18C003-CONSTR - EOC color printe 278.90 01/15/2020 400-43300-452010 01/06/2020 Home Depot - 18C003-CONSTR - side by side r 1,308.08 01/15/2020 400-43300-452010 01/06/2020 Home Depot - 18C003-CONSTR - electric range 1,624.38 01/15/2020 400-43300-452010 01/06/2020 Home Depot - 18C003-CONSTR - tall tub dishm 805.07 01/15/2020 400-43300-452010 01/06/2020 Home Depot - 18C003-CONSTR - freezerless rc 854.10 01/15/2020 400-43300-452010 01/06/2020 DSG - brs bush hex head 4.35 12/31/2019 601-49440-421990 01/06/2020 Runnings -(4) keys made - 1/2 Water 3.98 12/31/2019 601-49440-421990 01/06/2020 Monti Napa - (4) marine antifreeze- 1/2 5.98 12/31/2019 601-49440-421990 01/06/2020 Home Depot - boiler drain; bleach; sprayer; bust 16.14 12/31/2019 601-49440-421990 01/06/2020 Runnings - 2019/2020 boots BR- 1/2 80.00 12/31/2019 601-49440-421990 01/06/2020 Runnings - boots 2018/2019 J.M.- 1/2 90.00 12/31/2019 601-49440-421990 01/06/2020 Monti Printing - UB Payment Drop Box Sign (1/ 9.60 12/31/2019 601-49440-421990 01/06/2020 Grainger - (4) cordless light: (2) 2pk battery - 1/: 257.00 01/15/2020 601-49440-421990 01/06/2020 Cardinal Pump - (15) foot valve & strainer- Well 585.00 01/15/2020 601-49440-422990 01/06/2020 WHCE - 5980 Jason Ave. NE 19.95 12/31/2019 601-49440-431900 01/06/2020 WHCE - 207 Chelsea Rd 32.95 12/31/2019 601-49440-431900 01/06/2020 WHCE - 209 Cedar St 29.95 12/31/2019 601-49440-431900 01/06/2020 WHCE - 132 E. Broadway 29.95 12/31/2019 601-49440-431900 01/06/2020 WHCE - 200 Dundas Rd- Jan 2020 29.95 12/31/2019 601-49440-431900 01/06/2020 Verizon - Nov 4 - Dec 3 20.98 12/31/2019 601-49440-432100 01/06/2020 Verizon - Oct 21 - Nov 20 17.50 12/31/2019 601-49440-432100 01/06/2020 Ameripride - Nov. 2019 uniforms - Water 101.15 12/31/2019 601-49440-441700 01/06/2020 Royal Tire - #114 - (4) FS Destination 109S owl; 838.08 12/31/2019 101-43120-440500 01/06/2020 Mills Fleet Farm - (4) All Terrain; install pkg.; re 1,206.97 12/31/2019 101-43120-440500 01/06/2020 Mont. Auto Service- #130 - fuel pump replaced 2,444.90 12/31/2019 101-43120-440500 01/06/2020 Mont. Auto Service- #130 - fuel pump replaced 2,760.00 12/31/2019 101-43120-440500 01/06/2020 Ameripride - Nov. 2019 uniforms - Streets 183.94 12/31/2019 101-43120-441700 01/06/2020 Runnings - 4 pk. freezer tape 7.89 12/31/2019 101-43125-421990 01/06/2020 Runnings - Polar Trac - (2) 8" wheel; (4) coupler 58.52 12/31/2019 101-43125-421990 01/06/2020 Runnings - stuby valve (2) coupler female; adapt 193.38 12/31/2019 101-43125-421990 AP -Computer Check Proof List by Vendor (01/22/2020 - 4:14 PM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference 01/06/2020 Force America- USB Sup. key; I -button Sup. ke3 134.51 01/15/2020 101-43125-421990 01/06/2020 Monti Napa - (10) weathershield; (4) hose ends 100.00 12/31/2019 101-43125-422100 01/06/2020 Monti Napa - #109 - (4) hose end fittings; (10.33 103.20 12/31/2019 101-43125-422100 01/06/2020 Zarnoth Brush - curtain set for Tymco 600; (25) 959.65 12/31/2019 101-43125-422990 01/06/2020 Fastenal - (25) WWB6-4S w/ drill bit 4.71 12/31/2019 101-43127-421990 01/06/2020 Runnings - (2) pks. rivets 7.28 12/31/2019 101-43127-421990 01/06/2020 Runnings - (2) grinding wheels 12.58 12/31/2019 101-43127-421990 01/06/2020 Home Depot -(20) stretch wrap 36.98 12/31/2019 101-43127-421990 01/06/2020 Runnings -turnbuckle 19.99 12/31/2019 101-43127-421990 01/06/2020 Fastenal - (8) protection eyewear 21.13 12/31/2019 101-43127-421990 01/06/2020 Mills Fleet Farm - kerosene 25.39 12/31/2019 101-43127-421990 01/06/2020 Home Depot - (11) wire coat & hat hook; 12' 2x� 52.90 12/31/2019 101-43127-421990 01/06/2020 Runnings - 20v Max LED flashlight 59.99 12/31/2019 101-43127-421990 01/06/2020 Runnings - fuel nozzle super duty 149.99 12/31/2019 101-43127-421990 01/06/2020 Runnings - (24) wrench comb.; (2) pliers; socket 208.12 12/31/2019 101-43127-421990 01/06/2020 Midway Iron- F x 2' sheet; cut 235.95 12/31/2019 101-43127-421990 01/06/2020 Dyna - misc. shop supplies- (25) bolts; (50) nut 1 309.77 12/31/2019 101-43127-421990 01/06/2020 Runnings - (2) Impact wrench 389.98 12/31/2019 101-43127-421990 01/06/2020 Mills Fleet Farm -Mr. Heater; thermostat 392.98 12/31/2019 101-43127-421990 01/06/2020 Ameripride - Nov. 2019 shop towels 259.77 12/31/2019 101-43127-421990 01/06/2020 Monti Napa - (3) warning light; (2) thrd. seal tap 70.85 01/15/2020 101-43127-421990 01/06/2020 Zep - (2) dz. brake wash 164.99 12/31/2019 101-43127-421990 01/06/2020 Hotsy - PSI washer repair parts 48.72 01/15/2020 101-43127-422990 01/06/2020 Holiday - diesel fuel 20.299 gals @ $2.759 56.00 12/31/2019 101-45201-421200 01/06/2020 Holiday - diesel fuel 3.951 gals @ $2.759 - Sno, 10.90 12/31/2019 101-45201-421200 01/06/2020 Holiday - diesel fuel 5.385 gals @ $2.769 - Sno, 14.91 12/31/2019 101-45201-421200 01/06/2020 Holiday - diesel fuel 2.362 gals @ $2.949 - Sno, 6.97 12/31/2019 101-45201-421200 01/06/2020 Holiday - diesel fuel 3.054 gals @ $2.949 - Sno, 9.01 12/31/2019 101-45201-421200 01/06/2020 Holiday - diesel fuel 3.897 gals @ $2.759 - Sno, 10.75 12/31/2019 101-45201-421200 01/06/2020 Runnings - .56 lbs nuts & washers 1.84 12/31/2019 101-45201-421990 01/06/2020 Runnings -(2) coupling pipe; (2) nipple w/ hex; 17.95 12/31/2019 101-45201-421990 01/06/2020 Monti Napa - #230 - (4) blister pack capsules 38.68 12/31/2019 101-45201-421990 01/06/2020 Runnings - air hose; adapter; (2) bushing; etc 39.55 12/31/2019 101-45201-421990 01/06/2020 Monti Napa - (2) alter. belt 27.04 12/31/2019 101-45201-421990 01/06/2020 Monti Napa - plastic creeper 48.49 12/31/2019 101-45201-421990 01/06/2020 Fastenal - (2) 14G 10' 13/16 SH; (24) springnut 67.08 12/31/2019 101-45201-421990 01/06/2020 Auto Value - compressor oil; (2) 3/8 Mag/Alum! 83.23 12/31/2019 101-45201-421990 01/06/2020 Home Depot - (7) various lengths green ext. corc 83.44 12/31/2019 101-45201-421990 01/06/2020 Rebound Orthotics Prosthetic - Boots 2019 T.P. 90.00 12/31/2019 101-45201-421990 01/06/2020 Monti Napa - set wr. rat; 13 pc. 12pt. comb. apx; 506.55 12/31/2019 101-45201-421990 01/06/2020 Delegard Tool -water pump pliers; air hose reel; 933.39 12/31/2019 101-45201-421990 01/06/2020 Delegard Tool -106 G. diesel carrytank 984.38 12/31/2019 101-45201-421990 01/06/2020 Dyna - (2) skintight silicone blk; (350) cable tie 251.57 12/31/2019 101-45201-421990 AP -Computer Check Proof List by Vendor (01/22/2020 - 4:14 PM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference 01/06/2020 Christmas Lights, Etc- (4) Giant Clear Snowflak 594.67 12/31/2019 101-45201-421990 01/06/2020 Christmas Lights, Etc- 150' clear rope light; (50) 927.54 12/31/2019 101-45201-421990 01/06/2020 Dog Waste Depot - (6) es. of 6000 dog waste bag 829.75 12/31/2019 101-45201-421990 01/06/2020 Home Depot - BCOL shop (30) insulation 793.80 12/31/2019 101-45201-422990 01/06/2020 Home Depot -(2) Makita battery & Rapid Charge 398.00 12/31/2019 101-45201-422990 01/06/2020 CWP - #212 hydraulic cylinder; psi hydr. hose 294.76 12/31/2019 101-45201-422990 01/06/2020 Delegard Tool -(2) 60 gallon 6 peak HP 1,415.90 12/31/2019 101-45201-424100 01/06/2020 WHCE - 2171 W. River St 36.45 12/31/2019 101-45201-431900 01/06/2020 WHCE - 107 River St. W 19.95 12/31/2019 101-45201-431900 01/06/2020 Verizon - Oct 21 - Nov 20 35.01 12/31/2019 101-45201-432100 01/06/2020 U of M CCE - 2020 Parks- Tree Advocate (TG; 675.00 01/15/2020 101-45201-433100 01/06/2020 MN Nursery Landscape - 2020 Expo (6) Parks 240.00 01/15/2020 101-45201-433100 01/06/2020 Metal Promo - challenge coins - Fire 464.07 12/31/2019 101-42200-443990 01/06/2020 MN Dept Labor - Qtr 4 Building Permit Surchar; -160.35 01/15/2020 101-42400-343000 01/06/2020 U of M CCE - 2020 Building Officials - Plumbir 145.00 01/15/2020 101-42400-433100 01/06/2020 U of M CCE - 2020 Building Officials - Building 270.00 01/15/2020 101-42400-433100 01/06/2020 Int'l Code Council - 2 Training Sessions 2/3 & 2) 320.00 01/15/2020 101-42400-433100 01/06/2020 Delta Air - (2) tickets for NFA class - RH; DK 467.20 01/15/2020 101-42400-433100 01/06/2020 Moon Donuts - Donuts for Code Corner Meeting 16.40 12/31/2019 101-42400-443990 01/06/2020 Cub Foods - (3) gatorade; (2) orange juice 30.45 12/31/2019 101-42200-421990 01/06/2020 Amazon - (2) Tekton 4734 - pipe fittings for airli 20.89 12/31/2019 101-42200-421990 01/06/2020 Dalco- (2) lgal. gear wash 141.60 12/31/2019 101-42200-421990 01/06/2020 Runnings - (2) inflator gage dual head; (2) air ho 169.91 12/31/2019 101-42200-421990 01/06/2020 Amazon - power cord for CF -20 13.98 01/15/2020 101-42200-421990 01/06/2020 Nighthawk - Jan. 2020 security monitor/cellular 49.95 01/15/2020 101-42200-431900 01/06/2020 Allina Health - Qtr. #3 2019 - to keep medicals L 1,293.70 12/31/2019 101-42200-431990 01/06/2020 Verizon - Oct 21 - Nov 20 140.04 12/31/2019 101-42200-432100 01/06/2020 AT & T - 12/2019 FirstNet mobile unl. aircard (2 76.46 12/31/2019 101-42200-432100 01/06/2020 USPS - fire cam return shipping 22.00 12/31/2019 101-42200-432200 01/06/2020 Ausco - (20) beanie hats embroidered 190.00 12/31/2019 101-43110-421990 01/06/2020 Amazon - 3 pk. desk calendars; (4) wall calendar 72.97 12/31/2019 101-43110-421990 01/06/2020 WHCE -909 Golf Course Rd Jan 2020 19.95 12/31/2019 101-43110-431900 01/06/2020 Verizon - Oct 21 - Nov 20 35.01 12/31/2019 101-43115-432100 01/06/2020 Dacotah Paper - Bathroom Supplies 87.25 12/31/2019 101-41941-421990 01/06/2020 Home Depot - Wax Seal for Toilet @ Prairie Cer 7.98 12/31/2019 101-41941-422990 01/06/2020 Home Depot - Water Supply Line for Toilet @ P 4.17 12/31/2019 101-41941-422990 01/06/2020 Runnings - Toilet Seal for Prairie Center 12.78 12/31/2019 101-41941-422990 01/06/2020 Service Master - Cleaning Service - Prairie Centi 536.00 12/31/2019 101-41941-431100 01/06/2020 Auto Value - #103 -(20) windshield washer 8.60 12/31/2019 101-43120-421990 01/06/2020 Olson Electric - (4) fuses for outlets/Christmas d 29.44 12/31/2019 101-43120-421990 01/06/2020 Monti Napa - respirator 24.25 12/31/2019 101-43120-421990 01/06/2020 Runnings - 2019 boots - T.E. 90.00 12/31/2019 101-43120-421990 01/06/2020 MN Reflections - (3) jeans T.M. 103.97 12/31/2019 101-43120-421990 AP -Computer Check Proof List by Vendor (01/22/2020 - 4:14 PM) Page 7 Invoice No Description Amount Payment Date Acct Number Reference 01/06/2020 Dacotah Paper - (48) asst. size pigskin thermal g 449.28 12/31/2019 101-43120-421990 01/06/2020 Runnings - (2) trimmers 512.92 12/31/2019 101-43120-421990 01/06/2020 CWP - (5) asst. size hydr. hoses 427.14 12/31/2019 101-43120-422100 01/06/2020 Monti Napa - (2) wiper blade 50.38 12/31/2019 101-43120-422110 01/06/2020 Boyer Trucks- #110 & #109- (2) brace 549.98 12/31/2019 101-43120-422110 01/06/2020 Runnings -blower 539.96 12/31/2019 101-43120-424100 01/06/2020 Verizon - Oct 21 - Nov 20 61.03 12/31/2019 101-43120-432100 01/06/2020 U of M CCE - 2020 Streets - Shade Tree (TM) 225.00 01/15/2020 101-43120-433100 01/06/2020 MN Nursery Landscape - 2020 Expo (7) Streets 280.00 01/15/2020 101-43120-433100 01/06/2020 General Rental - Stanchions for Elections (11/3/: 276.00 01/15/2020 101-41410-421990 01/06/2020 General Rental - Stanchions for Elections (3/3/2( 276.00 01/15/2020 101-41410-421990 01/06/2020 General Rental - Stanchions for Elections (8/11/: 276.00 01/15/2020 101-41410-421990 01/06/2020 Wall Street Journal - Monthly Subscription (WO 44.99 12/31/2019 101-41520-443300 01/06/2020 Advanced Disposal - Nov 2019 - GFEE 3,007.64 12/31/2019 101-00000-208120 01/06/2020 MN Dept Labor - Qtr 4 Building Permit Surchar; 4,008.66 01/15/2020 101-00000-208110 01/06/2020 US Dept Transportation - Online DOT Check 62.50 12/31/2019 101-41800-431990 01/06/2020 Fred Pryor Career Track - 12 Mo Unlimited Traii 299.00 01/15/2020 101-41800-433100 01/06/2020 Jimmy Johns - Safety Committee Recognition U 83.64 12/31/2019 101-41800-443990 01/06/2020 Cub Foods - Retirement Cake, Ice Cream for Le( 35.11 12/31/2019 101-41800-443990 01/06/2020 Best Buy - Sleeves for Surface Pros (6) 184.94 12/31/2019 101-41910-443990 01/06/2020 Target - "Unwrap the Future" Event Supplies 39.40 12/31/2019 101-41910-443990 01/06/2020 Walmart.com - ASUS Pro Laptop 854.90 12/31/2019 101-41910-443990 01/06/2020 Service Master - Cleaning Service - City Hall - I 718.00 12/31/2019 101-41940-431100 01/06/2020 Target - Sandwiches for Meeting 59.98 12/31/2019 101-41110-443990 01/06/2020 NBP - Tape, Paper, Staples, Stapler, Pens, Date : 216.58 01/15/2020 101-41310-421990 01/06/2020 Amazon - File Folders 16.52 12/31/2019 101-41310-421990 01/06/2020 Amazon - Coffee 63.98 12/31/2019 101-41310-421990 01/06/2020 Amazon - Legal Pads, Sticky Notes, Display Eas 113.53 12/31/2019 101-41310-421990 01/06/2020 Amazon - Cloth Storage Bins (6 pk) 22.99 12/31/2019 101-41310-421990 01/06/2020 NBP - Calendar, Binder, Pens 68.08 12/31/2019 101-41310-421990 01/06/2020 NBP - Paper Pads, Post It Flags 107.20 12/31/2019 101-41310-421990 01/06/2020 NBP - Plastic Knives 48.69 12/31/2019 101-41310-421990 01/06/2020 NBP - Paper 283.88 12/31/2019 101-41310-421990 01/06/2020 Amazon - Paper Cups 107.98 01/15/2020 101-41310-421990 01/06/2020 Amazon - Cups 35.26 12/31/2019 101-41310-421990 01/06/2020 Amazon - Paper Plates 33.96 12/31/2019 101-41310-421990 01/06/2020 Randys Sanitation - Monthly Shredding Service 31.00 12/31/2019 101-41310-431990 01/06/2020 Mailfinance - Postage Machine Lease Payment ( 470.46 12/31/2019 101-41310-441500 01/06/2020 Cafe Fusion - Lunch - Bluffs of Monticello Medi 58.00 12/31/2019 101-41310-443990 01/06/2020 Service Master - Cleaning Service - Head End - ] 606.38 12/31/2019 656-00000-202099 Check Total: 127,685.08 AP -Computer Check Proof List by Vendor (01/22/2020 - 4:14 PM) Page 8 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 2438 VANCO SERVICES LLC Check Sequence: 8 ACH Enabled: True 0001 0293 1 84 Vanco - Gateway Exhange - Dec 2019 (1/2) 53.36 12/31/2019 601-49440-443980 0001 0293 1 84 Vanco - Gateway Exhange - Dec 2019 (1/2) 53.36 12/31/2019 602-49490-443980 Check Total: 106.72 Vendor: 2405 WELLS FARGO - Monthly Charges/Returns Check Sequence: 9 ACH Enabled: True January 2020 UB CC Fees (AmEx -8910) 21.14 01/15/2020 602-49490-443980 January 2020 UB CC Fees (Bluefin) 1,145.91 01/15/2020 602-49490-443980 January 2020 UB CC Fees (Bluefin - 7022) 0.06 01/15/2020 602-49490-443980 January 2020 UB CC Fees (AmEx -8910) 21.15 01/15/2020 601-49440-443980 January 2020 UB CC Fees (Bluefin) 1,145.90 01/15/2020 601-49440-443980 January 2020 UB CC Fees (Bluefin- 7022) 0.07 01/15/2020 601-49440-443980 January 2020 MCC CC Fees (iAccess FM -1476) 83.95 01/15/2020 226-45127-431992 January 2020 MCC CC Fees (Daxco- 2887) 2,003.29 01/15/2020 226-45122-443980 January 2020 WF account interest earnings -123.98 01/15/2020 101-00000-362110 January 2020 CH CC Fees (WF -0999) 162.25 01/15/2020 101-41520-443980 January 2020 WF account bank charges 1,380.35 01/15/2020 101-41520-443980 January 2020 Liq Store CC Fees (WF -0990) 8,326.12 01/15/2020 609-49754-443980 Check Total: 14,166.21 Total for Check Run: 1,478,485.40 Total of Number of Checks: 9 The preceding list of bills payables was approved for payment. Date: 1/27/20 Approved by: Mayor Brian Stumpf AP -Computer Check Proof List by Vendor (01/22/2020 - 4:14 PM) Page 9 Accounts Payable Computer Check Proof List by Vendor User: Debbie.Davidson Printed: 01/22/2020 - 4:23PM Batch: 00206.01.2020 - 206.01.2020 AP Invoice No Description Vendor: 1017 ALEX AIR APPARATUS INC 40801 18C003-CONSTR - for new compressor- Clickn ACH Enabled: False Check Total: Vendor: 2087 ALL -WAYS HEATING AND AC INC 7095 Installed New Damper and Zone Panel at Prairie 787.75 Check Total: Vendor: 3491 ARTISAN BEER COMPANY 3396928 resale - beer 3397464 resale - beer 3398626 resale - beer 345.10 Check Total: Vendor: 4502 ARVIG 1/8/2019 IT Services - Jan 2020 Check Total: Vendor: 1065 BELLBOY CORPORATION 100712300 asst. bags 100712300 freight 100712300 resale - mix 100712300 resale - condiments 100729500 resale - mix credit inv. # 100712300 100745600 freight 100745600 asst. bags 82303600 freight 82303600 resale - wine 82303600 resale - liquor 82305700 resale - wine Amount Payment Date Acct Number Check Sequence: 1 1,950.00 01/28/2020 400-43300-452010 1,950.00 Moiiii6effo Y Reference ACH Enabled: True AP -Computer Check Proof List by Vendor (01/22/2020 - 4:23 PM) Page 1 Check Sequence: 2 ACH Enabled: False 787.75 12/31/2019 101-41941-440100 787.75 Check Sequence: 3 ACH Enabled: False 345.10 01/28/2020 609-49750-425200 201.85 01/28/2020 609-49750-425200 246.00 01/28/2020 609-49750-425200 792.95 Check Sequence: 4 ACH Enabled: True 73.00 01/28/2020 702-00000-431990 73.00 Check Sequence: 5 ACH Enabled: True 55.00 01/28/2020 609-49754-421990 1.26 01/28/2020 609-49750-433300 186.55 01/28/2020 609-49750-425400 33.60 01/28/2020 609-49750-425500 -43.50 01/28/2020 609-49750-425400 0.51 01/28/2020 609-49750-433300 112.26 01/28/2020 609-49754-421990 39.80 01/28/2020 609-49750-433300 470.00 01/28/2020 609-49750-425300 2,096.93 01/28/2020 609-49750-425100 188.00 01/28/2020 609-49750-425300 AP -Computer Check Proof List by Vendor (01/22/2020 - 4:23 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference 82305700 freight 3.10 01/28/2020 609-49750-433300 82308700 freight 1.55 01/28/2020 609-49750-433300 82308700 resale -liquor 87.66 01/28/2020 609-49750-425100 82308800 resale -liquor 222.00 01/28/2020 609-49750-425100 82308800 freight 1.55 01/28/2020 609-49750-433300 82393500 freight 19.76 01/28/2020 609-49750-433300 82393500 resale- wine 84.00 01/28/2020 609-49750-425300 82393500 resale -liquor 1,360.60 01/28/2020 609-49750-425100 Check Total: 4,920.63 Vendor: 1067 BERNICK'S Check Sequence: 6 ACH Enabled: False 5427 resale - beer 660.00 12/31/2019 609-49750-425200 70873 resale - credit for outdated product - Die Pepsi -3.87 01/28/2020 226-45125-425410 70874 resale - pop, Gatorade, water, milk, iced coffee 447.65 01/28/2020 226-45125-425410 70875 resale - beer credit -64.68 01/28/2020 609-49750-425200 70876 resale - soda pop 172.25 01/28/2020 609-49750-425400 70877 resale - beer n/a 172.05 01/28/2020 609-49750-425400 70877 resale - beer 3,431.60 01/28/2020 609-49750-425200 74382 resale - soda pop 156.18 01/28/2020 609-49750-425400 74383 resale - beer n/a 25.55 01/28/2020 609-49750-425400 74383 resale - beer 4,602.50 01/28/2020 609-49750-425200 Check Total: 9,599.23 Vendor: 1080 BRAEMAR MAILING SERVICE INC Check Sequence: 7 ACH Enabled: False 60590 UB Jan 2020 Invoices (3664) Print, Fold, Stuff, l 1,064.43 01/28/2020 601-49440-432200 60590 UB Jan 2020 Invoices (3664) Print, Fold, Stuff,1 1,064.43 01/28/2020 602-49490-432200 Check Total: 2,128.86 Vendor: 4328 BREAKTHRU BEVERAGE MN WINE & SPII Check Sequence: 8 ACH Enabled: False 1081085032 resale - liquor 2,746.37 01/28/2020 609-49750-425100 1081085032 resale - mix 186.00 01/28/2020 609-49750-425400 1081085032 resale- wine 1,865.12 01/28/2020 609-49750-425300 1081085032 freight 77.83 01/28/2020 609-49750-433300 1081085033 resale - wine 56.00 01/28/2020 609-49750-425300 1081085033 resale beer 98.20 01/28/2020 609-49750-425200 Check Total: 5,029.52 Vendor: 1091 CAMPBELL KNUTSON PA Check Sequence: 9 ACH Enabled: True 2348-000OG 209 Planning & Zoning Admin - Dec 2019 304.00 12/31/2019 101-41910-430400 2348-000OG 209 General Admin - Dec 2019 4,587.32 12/31/2019 101-41610-430400 AP -Computer Check Proof List by Vendor (01/22/2020 - 4:23 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference 2348-000OG 209 201920 - Haven Ridge - Dec 2019 80.00 12/31/2019 101-00000-220110 2348-000OG 209 201924 - Buchholz PUD - Dec 2019 48.00 12/31/2019 101-00000-220110 2348-000OG 209 201933 - Kjellberg Annexation - Dec 2019 80.00 12/31/2019 101-00000-220110 2348-148G 27 16C006 - Fallon Ave Condemnation - Dec 2019 3,487.50 12/31/2019 400-43300-459018 2348-155G 14 16C006 - Bluffs in Monticello Assessment Appe 6,997.40 12/31/2019 400-43300-459018 2348-163G 5 201920 - Haven Ridge Plat - Dec 2019 1,245.20 12/31/2019 101-00000-220110 2348-166G 1 201933 - Kjellbergs Annexation - Dec 2019 139.40 12/31/2019 101-00000-220110 Check Total: 16,968.82 Vendor: 1801 CANNON RIVER WINERY Check Sequence: 10 ACH Enabled: True 1562 resale - wine 649.80 01/28/2020 609-49750-425300 Check Total: 649.80 Vendor: 4646 CAPITOL BEVERAGE SALES L.P. Check Sequence: 11 ACH Enabled: True 6772911 resale - beer n/a 31.28 01/28/2020 609-49750-425400 6772911 resale - beer 8,659.95 01/28/2020 609-49750-425200 Check Total: 8,691.23 Vendor: 1095 CARLOS CREEK WINERY INC Check Sequence: 12 ACH Enabled: False 18664 resale - wine 474.00 01/28/2020 609-49750-425300 Check Total: 474.00 Vendor: 5144 CASTING CREATIONS OF MN., INC Check Sequence: 13 ACH Enabled: False 5672 (2)plaques-Parks 896.70 12/31/2019 101-45201-431990 Check Total: 896.70 Vendor: 1106 CENTRAL MCGOWAN INC Check Sequence: 14 ACH Enabled: True 00330394 Bulk Carbon Dioxide (714 lbs) 186.08 01/28/2020 226-45124-421600 Check Total: 186.08 Vendor: 1129 DAHLHEIMER BEVERAGE LLC Check Sequence: 15 ACH Enabled: True 112-02249 resale - beer n/a 314.90 01/28/2020 609-49750-425400 112-02249 resale - beer 26,087.10 01/28/2020 609-49750-425200 112-02281 resale - beer 2,853.25 01/28/2020 609-49750-425200 112-02281 resale - beer n/a 92.00 01/28/2020 609-49750-425400 112-02327 resale - beer 478.00 01/28/2020 609-49750-425200 112-02367 resale - beer 7,090.50 01/28/2020 609-49750-425200 1178198 resale - beer credit -135.00 01/28/2020 609-49750-425200 AP -Computer Check Proof List by Vendor (01/22/2020 - 4:23 PM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference 76-00465 resale - beer 18,324.82 01/28/2020 609-49750-425200 76-00465 resale - beer n/a 140.65 01/28/2020 609-49750-425400 Check Total: 55,246.22 Vendor: 4361 DALCO Check Sequence: 16 ACH Enabled: False 3548889 toilet tissue; roll towels; hand soap; etc 646.04 01/28/2020 101-42200-421990 Check Total: 646.04 Vendor: 5105 DELL MARKETING LP Check Sequence: 17 ACH Enabled: False 10361049909 18C003-CONSTR - (3) Dell 27 Monitor- P27191 692.97 12/31/2019 400-43300-452010 10366589871 18C003-CONSTR - OptiPlex 3070 Micro BTX 827.26 12/31/2019 400-43300-452010 10368871554 18C003-CONSTR - Dell Latitude 3500 CTO; D4 1,186.75 01/28/2020 400-43300-452010 Check Total: 2,706.98 Vendor: 2050 DEMVI LLC Check Sequence: 18 ACH Enabled: False 1/12/2020 Parking Lot Maintenance Agreement - Feb 2020 121.60 01/28/2020 213-46301-443990 Check Total: 121.60 Vendor: 5201 DICK FAMILY, INC. Check Sequence: 19 ACH Enabled: True 961003670 resale - beer 540.80 01/28/2020 609-49750-425200 Check Total: 540.80 Vendor: 4010 MARILYN DIRKSWAGER Check Sequence: 20 ACH Enabled: False 175 Jan - Feb Programs (9) 315.00 01/28/2020 101-00000-220150 Check Total: 315.00 Vendor: 5340 DISGRUNTLED BREWING DISGRUNTLED Check Sequence: 21 ACH Enabled: False 359 resale - beer 233.60 01/28/2020 609-49750-425200 Check Total: 233.60 Vendor: 5416 JOANN DREWS Check Sequence: 22 ACH Enabled: False 12/31/2019 Sales Tax - Refund for Daily Swim Passes 1.92 12/31/2019 226-00000-208100 12/31/2019 Refund for Daily Swim Passes 26.08 12/31/2019 226-45127-347900 Check Total: 28.00 Vendor: 1153 ECM PUBLISHERS INC Check Sequence: 23 ACH Enabled: True 752346 Ordinance # 732A- Ad# 1009956 138.45 01/28/2020 101-41310-435100 AP -Computer Check Proof List by Vendor (01/22/2020 - 4:23 PM) Page 4 Invoice No Description Check Total: Vendor: 1205 GRAINGER INC AP -Computer Check Proof List by Vendor (01/22/2020 - 4:23 PM) Amount Payment Date Acct Number Reference 138.45 Check Total: Vendor: 3632 EMERGENCY RESPONSE SOLUTIONS, LLC 14432 Altair Comb. Sensor Rep.l kit; calibration Check Sequence: 24 Check Total: Vendor: 2561 FERGUSON WATERWORKS #2516 349442 resale - (12) meters 367.91 Check Total: Vendor: 2273 FIBERNET MONTICELLO - ACH 1/8/2020 Jan 2020 - Cable - MCC 1/8/2020 Jan 2020 - Cable - Fire Hall 1/8/2020 Jan 2020 - Phone & Internet - Monti Arts 1/8/2020 Jan 2020 - Cable - City Hall 1/8/2020 Jan 2020 - Data Hosting 1/8/2020 Jan 2020 - Service Contract 1/8/2020 Jan 2020 - Phone - City Hall 1/8/2020 Jan 2020 - Phone - MCC 1/8/2020 Jan 2020 - Phone - Ballfields 1/8/2020 Jan 2020 - Phone - DMV 1/8/2020 Jan 2020 - Phone - Liquor 1/8/2020 Jan 2020 - Phone - Fire Hall 1/8/2020 Jan 2020 - Phone - Public Works 1/8/2020 Jan 2020 - Phone - Parks 1/8/2020 Jan 2020 - Phone - Prairie Center 1/8/2020 Jan 2020 - Phone - Sheriff 1/8/2020 Jan 2020 - Internet - City Hall 1/8/2020 Jan 2020 - Internet - MCC 1/8/2020 Jan 2020 - Internet - Ballfields 1/8/2020 Jan 2020 - Internet - DMV 1/8/2020 Jan 2020 - Internet - Liquor 1/8/2020 Jan 2020 - Internet - Fire Hall 1/8/2020 Jan 2020 - Internet - Animal Shelter 1/8/2020 Jan 2020 - Internet - Public Works 1/8/2020 Jan 2020 - Internet - Sheriff 1/8/2020 Jan 2020 - Internet - MCC @ Prairie Center Check Total: Vendor: 1205 GRAINGER INC AP -Computer Check Proof List by Vendor (01/22/2020 - 4:23 PM) Amount Payment Date Acct Number Reference 138.45 Check Sequence: 24 ACH Enabled: True 367.91 12/31/2019 101-42200-421990 367.91 Check Sequence: 25 ACH Enabled: False 2,979.66 01/28/2020 601-49440-422710 2,979.66 Check Sequence: 26 ACH Enabled: True 338.01 01/28/2020 226-45127-432500 5.11 01/28/2020 101-42200-431990 125.85 01/28/2020 101-45204-431990 12.95 01/28/2020 101-41310-431990 500.00 01/28/2020 702-00000-431900 250.00 01/28/2020 702-00000-431900 664.91 01/28/2020 702-00000-432100 538.47 01/28/2020 702-00000-432100 19.71 01/28/2020 702-00000-432100 266.12 01/28/2020 702-00000-432100 346.53 01/28/2020 702-00000-432100 226.30 01/28/2020 702-00000-432100 273.27 01/28/2020 702-00000-432100 114.75 01/28/2020 702-00000-432100 14.31 01/28/2020 702-00000-432100 70.10 01/28/2020 702-00000-432100 409.87 01/28/2020 702-00000-432300 10.00 01/28/2020 702-00000-432300 10.00 01/28/2020 702-00000-432300 41.95 01/28/2020 702-00000-432300 41.95 01/28/2020 702-00000-432300 41.95 01/28/2020 702-00000-432300 29.95 01/28/2020 702-00000-432300 69.95 01/28/2020 702-00000-432300 41.95 01/28/2020 702-00000-432300 40.63 01/28/2020 702-00000-432300 4,504.59 Check Sequence: 27 ACH Enabled: False Page 5 Invoice No Description Amount Payment Date Acct Number Reference 9406922501 Brackets (2) 29.62 01/28/2020 226-45126-422990 Check Total: 29.62 Vendor: 5262 CITY OF HANOVER Check Sequence: 28 ACH Enabled: False 2020-01 FireDN-CARSRU - SRU Training (61) hours 610.00 12/31/2019 101-00000-222005 Check Total: 610.00 Vendor: 4791 GERALD HANSON Check Sequence: 29 ACH Enabled: True 12/31/2019 Holiday - Reimburse for Fuel Paid on Personal C 14.22 12/31/2019 101-45201-421200 Check Total: 14.22 Vendor: 1223 HAWKINS INC Check Sequence: 30 ACH Enabled: True 4644167 (11) 150# cyl chlorine; (357) hydr. acid-: etc. W 8,947.39 01/28/2020 601-49440-421600 Check Total: 8,947.39 Vendor: 1244 HORIZON COMMERCIAL POOL SUPPLY Check Sequence: 31 ACH Enabled: False 200106002 Pool Chemicals - Filter Cleaner/Stain Remover 337.90 01/28/2020 226-45124-421600 Check Total: 337.90 Vendor: 3356 INDIAN ISLAND WINERY Check Sequence: 32 ACH Enabled: False 3046 resale - wine 611.04 01/28/2020 609-49750-425300 Check Total: 611.04 Vendor: 2208 INITIATIVE FOUNDATION Check Sequence: 33 ACH Enabled: False 11616 2020 Endowment Contribution 2,390.00 01/28/2020 213-46301-443300 Check Total: 2,390.00 Vendor: 1263 JOHNSON BROTHERS LIQUOR CO. Check Sequence: 34 ACH Enabled: False 1473599 resale - liquor 6,646.77 01/28/2020 609-49750-425100 1473599 freight 58.81 01/28/2020 609-49750-433300 1473600 freight 16.39 01/28/2020 609-49750-433300 1473600 resale - wine 580.00 01/28/2020 609-49750-425300 1474745 freight 20.22 01/28/2020 609-49750-433300 1474745 resale - liquor 1,955.19 01/28/2020 609-49750-425100 1474746 freight 26.82 01/28/2020 609-49750-433300 1474746 resale - wine 1,064.00 01/28/2020 609-49750-425300 1474746 resale - wine n/a 28.00 01/28/2020 609-49750-425400 1475931 resale - wine 3,006.49 01/28/2020 609-49750-425300 AP -Computer Check Proof List by Vendor (01/22/2020 - 4:23 PM) Page 6 Invoice No Description Amount Payment Date Acct Number 1475931 freight 33.91 01/28/2020 609-49750-433300 1475932 freight 68.30 01/28/2020 609-49750-433300 1475932 resale - wine 3,361.22 01/28/2020 609-49750-425300 1475932 resale - wine n/a 39.95 01/28/2020 609-49750-425400 1475933 resale - beer 314.30 01/28/2020 609-49750-425200 1478141 freight 25.82 01/28/2020 609-49750-433300 1478141 resale- liquor 2,213.98 01/28/2020 609-49750-425100 1478924 resale - liquor 2,672.31 01/28/2020 609-49750-425100 1478924 freight 31.29 01/28/2020 609-49750-433300 1478925 freight 58.35 01/28/2020 609-49750-433300 1478925 resale- wine 1,956.60 01/28/2020 609-49750-425300 1479052 freight 14.90 01/28/2020 609-49750-433300 1479052 resale - liquor 814.80 01/28/2020 609-49750-425100 1479053 freight 11.92 01/28/2020 609-49750-433300 1479053 resale - wine 389.76 01/28/2020 609-49750-425300 1479834 freight 21.23 01/28/2020 609-49750-433300 1479834 resale- liquor 1,729.16 01/28/2020 609-49750-425100 1479835 freight 45.26 01/28/2020 609-49750-433300 1479835 resale -wine n/a 116.95 01/28/2020 609-49750-425400 1479835 resale -wine 1,835.17 01/28/2020 609-49750-425300 1480933 freight 53.65 01/28/2020 609-49750-433300 1480933 resale -liquor 4,601.81 01/28/2020 609-49750-425100 1480934 freight 34.27 01/28/2020 609-49750-433300 1480934 resale - wine 1,299.55 01/28/2020 609-49750-425300 1480934 resale - wine n/a 121.60 01/28/2020 609-49750-425400 Check Total: 35,268.75 Vendor: 1270 KENNEDY AND GRAVEN CHARTERED Check Sequence: 35 MN190-00101 General EDA Matters- Dec 2019 1,000.00 12/31/2019 213-46301-430400 MN190-00160 UMC - Economic TIF Development - Dec 2019 875.00 12/31/2019 213-00000-220110 MN190-00161 UMC - 4065 Chelsea Road W - Dec 2019 196.20 12/31/2019 213-00000-220110 MN190-00162 8617 Edmonson Ave - Dec 2019 165.40 12/31/2019 213-46301-430400 MN325-00040 Business Facade Grant Program - Dec 2019 120.00 12/31/2019 213-46301-430400 MN325-00044 300 East 4th St - Dec 2019 364.80 12/31/2019 213-46301-430400 MN325-00045 Broadway - Dec 2019 800.00 12/31/2019 213-46301-430400 Check Total: 3,521.40 Vendor: 1273 KIWI KAI IMPORTS, INC. Check Sequence: 36 77320 resale- wine 1,598.50 01/28/2020 609-49750-425300 77320 freight 22.50 01/28/2020 609-49750-433300 Reference ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (01/22/2020 - 4:23 PM) Page 7 Invoice No Description Amount Payment Date Acct Number 1,621.00 1,072.45 1,072.45 58.07 58.07 474.00 265.00 739.00 1,105.36 2,310.46 3,415.82 1,658.90 887.01 2,545.91 12,782.56 12,782.56 1,012.20 1,012.20 33,818.84 33,818.84 Check Sequence: 37 12/31/2019 101-45201-431901 Check Sequence: 38 01/28/2020 101-41310-433100 Check Sequence: 39 01/28/2020 609-49750-425200 01/28/2020 609-49750-425200 Check Sequence: 40 01/28/2020 609-49750-425400 01/28/2020 609-49750-425500 Check Sequence: 41 01/28/2020 101-43120-421200 01/28/2020 101-43120-421200 Check Sequence: 42 12/31/2019 101-43120-422400 Check Sequence: 43 01/28/2020 609-49750-425300 Check Sequence: 44 01/28/2020 101-00000-217061 Reference ACH Enabled: True ACH Enabled: True ACH Enabled: True ACH Enabled: True ACH Enabled: True ACH Enabled: False ACH Enabled: False ACH Enabled: True Page 8 Check Total: Vendor: 3829 STEVE LANGANKI 1218 10/31-12/31/2019-(8) Porta Toilet Rentals Check Total: Vendor: 3550 RACHEL LEONARD 1/8/2020 Mileage Reimbursement - Coalition Utility Citie Check Total: Vendor: 4456 LUPULIN BREWING LLC 26266 resale - beer 26459 resale - beer Check Total: Vendor: 1303 M AMUNDSON CIGAR & CANDY CO, LLP 294185 resale - tobacco; barware; etc 294185 resale - cigarettes; juice Check Total: Vendor: 3745 MANSFIELD OIL COMPANY 21633807 (680) gal. diesel @ $2.44 21633808 (43 1) gal. unleaded @ $2.06 Check Total: Vendor: 1327 MIDSTATES EQUIPMENT & SUPPLY 220028 (22,826) Maxwell Nuvo 3405 w/ polyskin pkg. Check Total: Vendor: 4667 MILLNER VINEYARD, LLC 21920-3 resale - wine Check Total: Vendor: 5147 MN PEIP 924696 Health Insurance - Jan 2020 Check Total: AP -Computer Check Proof List by Vendor (01/22/2020 - 4:23 PM) Amount Payment Date Acct Number 1,621.00 1,072.45 1,072.45 58.07 58.07 474.00 265.00 739.00 1,105.36 2,310.46 3,415.82 1,658.90 887.01 2,545.91 12,782.56 12,782.56 1,012.20 1,012.20 33,818.84 33,818.84 Check Sequence: 37 12/31/2019 101-45201-431901 Check Sequence: 38 01/28/2020 101-41310-433100 Check Sequence: 39 01/28/2020 609-49750-425200 01/28/2020 609-49750-425200 Check Sequence: 40 01/28/2020 609-49750-425400 01/28/2020 609-49750-425500 Check Sequence: 41 01/28/2020 101-43120-421200 01/28/2020 101-43120-421200 Check Sequence: 42 12/31/2019 101-43120-422400 Check Sequence: 43 01/28/2020 609-49750-425300 Check Sequence: 44 01/28/2020 101-00000-217061 Reference ACH Enabled: True ACH Enabled: True ACH Enabled: True ACH Enabled: True ACH Enabled: True ACH Enabled: False ACH Enabled: False ACH Enabled: True Page 8 Invoice No Description Amount Payment Date Acct Number Vendor: 4850 MOLITOR EXCAVATING, INC. Check Sequence: 45 Pay Voucher 3 18C009 - 2019 Walnut Street Improvements - Pa 9,378.07 01/28/2020 400-43300-459015 Check Total: 9,378.07 Vendor: 1370 MONTICELLO DEPUTY REG #002 Check Sequence: 46 1/22/2020 City License Tab Renewals - DMV (1 Vehicle) 19.25 01/28/2020 217-41990-443990 1/22/2020 City License Tab Renewals - Water (5 Vehicles) 96.25 01/28/2020 601-49440-443700 1/22/2020 City License Tab Renewals - Sewer (4 Vehicles) 77.00 01/28/2020 602-49490-443700 1/22/2020 City License Tab Renewals - WWTP (1 Vehicle) 19.25 01/28/2020 602-49480-443700 1/22/2020 City License Tab Renewals - City Hall (1 Vehicli 19.25 01/28/2020 101-41310-443990 1/22/2020 City License Tab Renewals - Streets (24 Vehicle: 462.00 01/28/2020 101-43120-443700 1/22/2020 City License Tab Renewals - PW Admin (1 Vehi 19.25 01/28/2020 101-43110-443990 1/22/2020 City License Tab Renewals - Fire Dept (1 Vehicl 19.25 01/28/2020 101-42200-443700 1/22/2020 City License Tab Renewals - Bulding Dept (3 Vc 57.75 01/28/2020 101-42400-443700 1/22/2020 City License Tab Renewals - Parks (14 Vehicles) 269.50 01/28/2020 101-45201-443990 Check Total: 1,058.75 Vendor: 1377 MONTICELLO SENIOR CENTER Check Sequence: 47 Jan 2020 Monthly Allocation - Jan 2020 5,275.00 01/28/2020 101-45175-444310 Check Total: 5,275.00 Vendor: 4838 NORTH RISK PARTNERS Check Sequence: 48 3647256 Work Comp Final Audit 10/10/18 - 10/10/19 437.00 12/31/2019 101-45201-415100 3647256 Work Comp Final Audit 10/10/18 - 10/10/19 46.00 12/31/2019 101-46102-415100 3647256 Work Comp Final Audit 10/10/18 - 10/10/19 67.00 12/31/2019 213-46301-415100 3647256 Work Comp Final Audit 10/10/18 - 10/10/19 133.00 12/31/2019 101-43110-415100 3647256 Work Comp Final Audit 10/10/18 - 10/10/19 244.00 12/31/2019 101-42400-415100 3647256 Work Comp Final Audit 10/10/18 - 10/10/19 116.00 12/31/2019 101-43115-415100 3647256 Work Comp Final Audit 10/10/18 - 10/10/19 566.00 12/31/2019 101-43120-415100 3647256 Work Comp Final Audit 10/10/18 - 10/10/19 134.00 12/31/2019 101-43127-415100 3647256 Work Comp Final Audit 10/10/18 - 10/10/19 107.00 12/31/2019 101-43130-415100 3647256 Work Comp Final Audit 10/10/18 - 10/10/19 200.00 12/31/2019 101-43125-415100 3647256 Work Comp Final Audit 10/10/18 - 10/10/19 3.00 12/31/2019 101-41410-415100 3647256 Work Comp Final Audit 10/10/18 - 10/10/19 10.00 12/31/2019 101-41520-415100 3647256 Work Comp Final Audit 10/10/18 - 10/10/19 32.00 12/31/2019 101-41110-415100 3647256 Work Comp Final Audit 10/10/18 - 10/10/19 9.00 12/31/2019 101-41310-415100 3647256 Work Comp Final Audit 10/10/18 - 10/10/19 236.00 12/31/2019 101-42200-415100 3647256 Work Comp Final Audit 10/10/18 - 10/10/19 3.00 12/31/2019 101-41800-415100 3647256 Work Comp Final Audit 10/10/18 - 10/10/19 4.00 12/31/2019 101-41910-415100 3647256 Work Comp Final Audit 10/10/18 - 10/10/19 194.00 12/31/2019 602-49490-415100 Reference ACH Enabled: False ACH Enabled: False ACH Enabled: True ACH Enabled: False AP -Computer Check Proof List by Vendor (01/22/2020 - 4:23 PM) Page 9 Invoice No Description Amount Payment Date Acct Number 3647256 Work Comp Final Audit 10/10/18 - 10/10/19 2.00 12/31/2019 602-49491-415100 3647256 Work Comp Final Audit 10/10/18 - 10/10/19 2.00 12/31/2019 601-49441-415100 3647256 Work Comp Final Audit 10/10/18 - 10/10/19 184.00 12/31/2019 601-49440-415100 3647256 Work Comp Final Audit 10/10/18 - 10/10/19 10.00 12/31/2019 217-41990-415100 3647256 Work Comp Final Audit 10/10/18 - 10/10/19 179.00 12/31/2019 226-45124-415100 3647256 Work Comp Final Audit 10/10/18 - 10/10/19 188.00 12/31/2019 226-45122-415100 3647256 Work Comp Final Audit 10/10/18 - 10/10/19 247.00 12/31/2019 226-45126-415100 3647256 Work Comp Final Audit 10/10/18 - 10/10/19 213.00 12/31/2019 609-49754-415100 Check Total: 3,566.00 Vendor: 1687 NORTHLAND SECURITIES INC Check Sequence: 49 5933 Services Related to Tax Abatement Discussion 540.00 12/31/2019 213-46301-431990 5965 2018 Continuing Disclosure Report 196.43 12/31/2019 312-47000-431990 5965 2018 Continuing Disclosure Report 196.43 12/31/2019 317-47000-431990 5965 2018 Continuing Disclosure Report 196.43 12/31/2019 318-47000-431990 5965 2018 Continuing Disclosure Report 196.43 12/31/2019 319-47000-431990 5965 2018 Continuing Disclosure Report 196.43 12/31/2019 320-47000-431990 5965 2018 Continuing Disclosure Report 196.43 12/31/2019 321-47000-431990 5965 2018 Continuing Disclosure Report 196.42 12/31/2019 322-47000-431990 Check Total: 1,915.00 Vendor: 1401 NORTHWEST ASSOCIATED CONSULTANTS Check Sequence: 50 24595 Dec 2019 - Technical Assistance - City Projects 1,538.14 12/31/2019 101-41910-431990 24596 201927 - Kjellberg PUD - Dec 2019 3,062.10 12/31/2019 101-00000-220110 24596 201933 - Kjellberg Park West Expansion - Dec 2 2,283.60 12/31/2019 101-00000-220110 24596 201924 - Buchholz - Deephaven - Dec 2019 2,197.10 12/31/2019 101-00000-220110 24596 201937 - UMC PUD - Dec 2019 882.30 12/31/2019 101-00000-220110 24596 201920 - Haven Ridge Final Plat - Dec 2019 2,113.50 12/31/2019 101-00000-220110 24597 Dec 2019 - Technical Assistance - Meetings 150.00 12/31/2019 101-41910-431990 Check Total: 12,226.74 Vendor: 1421 PARK SUPPLY OF AMERICA INC Check Sequence: 51 120815 Electronic Control for Pool Heater 480.91 01/28/2020 226-45126-422990 Check Total: 480.91 Vendor: 4633 PERFORMANCE FOOD GROUP INC Check Sequence: 52 57017509 Cheese Sauce for Concession 178.98 12/31/2019 226-45125-425410 Check Total: 178.98 Reference ACH Enabled: False ACH Enabled: True ACH Enabled: False ACH Enabled: True AP -Computer Check Proof List by Vendor (01/22/2020 - 4:23 PM) Page 10 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 2783 PERMITWORKS LLC Check Sequence: 53 ACH Enabled: True 2020-0030 2020 Permit & Inspections Software Support Pla 1,495.00 01/28/2020 702-00000-431900 Check Total: 1,495.00 Vendor: 1427 PHILLIPS WINE & SPIRITS CO Check Sequence: 54 ACH Enabled: False 2683853 freight 15.75 01/28/2020 609-49750-433300 2683853 resale - liquor 1,637.09 01/28/2020 609-49750-425100 2683854 freight 50.66 01/28/2020 609-49750-433300 2683854 resale - wine 1,584.00 01/28/2020 609-49750-425300 2684305 resale - wine 1,969.46 01/28/2020 609-49750-425300 2684305 freight 18.13 01/28/2020 609-49750-433300 2685148 freight 46.20 01/28/2020 609-49750-433300 2685148 resale - liquor 2,902.75 01/28/2020 609-49750-425100 2685149 freight 22.34 01/28/2020 609-49750-433300 2685149 resale - wine 829.04 01/28/2020 609-49750-425300 2685149 resale - wine n/a 58.80 01/28/2020 609-49750-425400 2686876 freight 41.72 01/28/2020 609-49750-433300 2686876 resale- liquor 2,665.00 01/28/2020 609-49750-425100 2686877 freight 13.41 01/28/2020 609-49750-433300 2686877 resale- mix 333.00 01/28/2020 609-49750-425400 2687381 freight 11.92 01/28/2020 609-49750-433300 2687381 resale - liquor 1,289.00 01/28/2020 609-49750-425100 2687382 freight 17.88 01/28/2020 609-49750-433300 2687382 resale- wine 444.10 01/28/2020 609-49750-425300 2688071 freight 31.29 01/28/2020 609-49750-433300 2688071 resale - liquor 2,670.25 01/28/2020 609-49750-425100 2688072 freight 9.43 01/28/2020 609-49750-433300 2688072 resale- wine 405.80 01/28/2020 609-49750-425300 2688904 freight 10.43 01/28/2020 609-49750-433300 2688904 resale - liquor 837.85 01/28/2020 609-49750-425100 2688905 freight 9.69 01/28/2020 609-49750-433300 2688905 resale - wine 348.18 01/28/2020 609-49750-425300 Check Total: 18,273.17 Vendor: 1455 RED'S MARATHON Check Sequence: 55 ACH Enabled: False Dec. 2018 Parks #230: #229 diesel fuel 43.66 12/31/2019 101-45201-421200 Check Total: 43.66 Vendor: 5372 REGISTERED ABSTRACTERS INC Check Sequence: 56 ACH Enabled: False T19-10010 Settlement Statement Balance - 8617 Edmonson 1,550.00 01/28/2020 400-43300-443990 AP -Computer Check Proof List by Vendor (01/22/2020 - 4:23 PM) Page 11 Invoice No Description Check Total: Vendor: 4022 REINHART FOODSERVICE LLC 120202 Food for Concession Resale Amount Payment Date Acct Number 1,550.00 Reference Check Total: Check Total: Vendor: 4962 RENGEL PRINTING COMPANY, INC 117639 Check Total: (100) false alarm policy forms (3 part) CITY OF ST MICHAEL 1142020-4 Check Total: Vendor: 4781 RUE 38 LLC 7372 resale - wine 7372 freight Check Sequence: 58 ACH Enabled: Check Total: Vendor: 5211 RANDI ANN SMELSER Jan 2nd Semi Monthly Contract Payment 72.00 Check Total: Vendor: 3309 SOUTHERN GLAZER'S WINE AND SPIRITS 1911263 resale - liquor 1911263 ACH Enabled: freight 1911264 freight 1911264 resale- wine 5053428 freight 5054320 freight 5054320 resale - liquor 5054321 freight 5054321 resale - wine Amount Payment Date Acct Number 1,550.00 Reference Check Total: Vendor: 4672 SPECIALTY SOLUTIONS LLC I49606 (98) 50# bags Eco Thaw; freight 528.33 Check Total: Vendor: 1937 CITY OF ST MICHAEL 1142020-4 FireDN-CARSRU - 2019 SRU training (3) Amount Payment Date Acct Number 1,550.00 Reference AP -Computer Check Proof List by Vendor (01/22/2020 - 4:23 PM) Page 12 Check Sequence: 57 ACH Enabled: True 528.33 01/28/2020 226-45125-425410 528.33 Check Sequence: 58 ACH Enabled: True 72.00 12/31/2019 101-42200-421990 72.00 Check Sequence: 59 ACH Enabled: False 536.00 01/28/2020 609-49750-425300 7.50 01/28/2020 609-49750-433300 543.50 Check Sequence: 60 ACH Enabled: False 1,575.00 01/28/2020 101-42700-431200 1,575.00 Check Sequence: 61 ACH Enabled: False 2,379.85 01/28/2020 609-49750-425100 20.54 01/28/2020 609-49750-433300 33.60 01/28/2020 609-49750-433300 1,943.96 01/28/2020 609-49750-425300 1.40 12/31/2019 609-49750-433300 1.40 12/31/2019 609-49750-433300 96.00 12/31/2019 609-49750-425100 1.40 12/31/2019 609-49750-433300 120.00 12/31/2019 609-49750-425300 4,598.15 Check Sequence: 62 ACH Enabled: False 915.96 01/28/2020 101-43125-421990 915.96 Check Sequence: 63 ACH Enabled: False 884.45 12/31/2019 101-00000-222005 AP -Computer Check Proof List by Vendor (01/22/2020 - 4:23 PM) Page 12 Invoice No Description Amount Payment Date Acct Number Reference Check Total: 884.45 Vendor: 3986 JASON STYRBICKY Check Sequence: 64 ACH Enabled: True 1/9/2020 Mileage Reimbursement - Pool Certification Tra 69.00 01/28/2020 226-45122-433100 Check Total: 69.00 Vendor: 1518 TDS TELECOM Check Sequence: 65 ACH Enabled: True 763-271-3257 TDS 100.27 01/28/2020 702-00000-432100 763-295-2005 TDS 20.27 01/28/2020 702-00000-432100 763-295-3714 TDS 343.85 01/28/2020 702-00000-432100 Check Total: 464.39 Vendor: 1543 US BANK TRUST SERVICES Check Sequence: 66 ACH Enabled: False 5589865 G.O. Wastewater Bonds 2013B Paying Agent Fe 500.00 01/28/2020 602-49480-462010 5589942 G.O. Bonds 201A Paying Agent Fee 12/1/19 - 11 500.00 01/28/2020 318-47000-462010 Check Total: 1,000.00 Vendor: 1544 US POSTAL SERVICE Check Sequence: 67 ACH Enabled: False 1/9/2020 PI 42 - UB Jan Billing (3664 pcs) (1/2) 840.89 01/28/2020 602-49490-432200 1/9/2020 PI 42 - UB Jan Billing (3664 pcs) (1/2) 840.89 01/28/2020 601-49440-432200 Check Total: 1,681.78 Vendor: 1552 VIKING COCA COLA BOTTLING CO Check Sequence: 68 ACH Enabled: True 2467055 resale - soda pop 277.10 01/28/2020 609-49750-425400 2467056 resale - soda pop credit -35.28 01/28/2020 609-49750-425400 2467179 resale - soda pop 364.15 01/28/2020 609-49750-425400 Check Total: 605.97 Vendor: 1684 VINOCOPIA Check Sequence: 69 ACH Enabled: True 249429 resale - wine 256.00 01/28/2020 609-49750-425300 249429 freight 16.00 01/28/2020 609-49750-433300 249429 resale -liquor 502.13 01/28/2020 609-49750-425100 Check Total: 774.13 Vendor: 1561 WATER LABORATORIES INC Check Sequence: 70 ACH Enabled: False 7770 Dec. 2019 Water Testing 256.00 12/31/2019 601-49440-431990 AP -Computer Check Proof List by Vendor (01/22/2020 - 4:23 PM) Page 13 Invoice No Description Amount Payment Date Acct Number 256.00 23.84 1,312.00 1,020.70 14.16 19.37 2,376.00 4,766.07 348.00 6.75 354.75 5,252.83 5,252.83 46.00 46.00 46.00 46.00 46.00 46.00 46.00 46.00 46.00 414.00 9,200.72 9,200.72 Check Total: Vendor: 1573 WINE MERCHANTS INC 7268892 freight 7268892 resale - wine 7269672 resale - wine 7269672 freight 7269833 freight 7269833 resale - wine Check Total: Vendor: 1206 WINEBOW INC. 72943 resale - wine 72943 freight Check Total: Vendor: 1577 WRIGHT CO AUDITOR-TREAS - ACH 1/14/2020 Court Fines & Fees - Dec 2019 Check Total: Vendor: 1581 WRIGHT CO RECORDER 201900000121 201929 - CUP #A 1413965 201900000121 201838 - CUP #A 1413966 201900000121 201924 - CUP A# 1413967 201900000121 201936 - Variance A# 1413968 201900000121 201838- Variance A#1413969 201900000121 201922 - Rezoning Proceedings A# 1413970 201900000121 Misc Agreement A# 1413974 201900000121 Satisfaction of Mortgage - #A 1412727 201900000121 Satisfaction of Mortgage - #A 1412728 Check Total: Vendor: 1579 WRIGHT COUNTY HIGHWAY DEPARTMEN 1536 (104.75) T. Salt Check Total: Amount Payment Date Acct Number 256.00 23.84 1,312.00 1,020.70 14.16 19.37 2,376.00 4,766.07 348.00 6.75 354.75 5,252.83 5,252.83 46.00 46.00 46.00 46.00 46.00 46.00 46.00 46.00 46.00 414.00 9,200.72 9,200.72 Check Sequence: 72 01/28/2020 609-49750-425300 01/28/2020 609-49750-433300 Check Sequence: 73 12/31/2019 101-42100-430410 Check Sequence: 74 12/31/2019 101-41910-430400 12/31/2019 101-41910-430400 12/31/2019 101-41910-430400 12/31/2019 101-41910-430400 12/31/2019 101-41910-430400 12/31/2019 101-41910-430400 12/31/2019 101-41910-430400 12/31/2019 213-46301-430400 12/31/2019 213-46301-430400 Check Sequence: 75 12/31/2019 101-43125-421700 Reference ACH Enabled: False ACH Enabled: True ACH Enabled: True ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (01/22/2020 - 4:23 PM) Page 14 Check Sequence: 71 01/28/2020 609-49750-433300 01/28/2020 609-49750-425300 01/28/2020 609-49750-425300 01/28/2020 609-49750-433300 01/28/2020 609-49750-433300 01/28/2020 609-49750-425300 Check Sequence: 72 01/28/2020 609-49750-425300 01/28/2020 609-49750-433300 Check Sequence: 73 12/31/2019 101-42100-430410 Check Sequence: 74 12/31/2019 101-41910-430400 12/31/2019 101-41910-430400 12/31/2019 101-41910-430400 12/31/2019 101-41910-430400 12/31/2019 101-41910-430400 12/31/2019 101-41910-430400 12/31/2019 101-41910-430400 12/31/2019 213-46301-430400 12/31/2019 213-46301-430400 Check Sequence: 75 12/31/2019 101-43125-421700 Reference ACH Enabled: False ACH Enabled: True ACH Enabled: True ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (01/22/2020 - 4:23 PM) Page 14 Invoice No Description Amount Payment Date Acct Number Reference Total for Check Run: 319,171.90 Total of Number of Checks: 75 The preceding list of bills payable was reviewed and approved for payment. Date: 1/27/20 Approved by Mayor Brian Stumpf AP -Computer Check Proof List by Vendor (01/22/2020 - 4:23 PM) Page 15 City Council Agenda 01/27/2020 2B. Consideration of approving new hires and devartures for Citv deuartments (TE) A. REFERENCE AND BACKGROUND: The Council is asked to ratify the hiring and departures of employees that have occurred recently in the departments listed. It is recommended that the Council officially ratify the hiring/departure of all listed employees including part-time and seasonal workers. Al. Budget Impact: (positions are generally included in budget) A2. Staff Work Load Impact: If new positions, there may be some training involved. If terminated positions, existing staff would pick up those hours, as needed, until replaced. B. ALTERNATIVE ACTIONS: 1. Motion to ratify the hire/departures of the employees as identified on the attached list. 2. Motion to deny the recommended hires and departures. C. RECOMMENDATION: By statute the City Council has the authority to approve all hires/departures. City staff recommends Alternative #1, for the Council to approve the hires and/or departures as listed. D. SUPPORTING DATA: • List of new/terminated employees NEW EMPLOYEES Name Title Department Hire Date Class Derek Brunsberg Fitness Instructor MCC 1/4/20 PT Harry Lantto Cablecaster Admin 1/13/20 PT Tim Braun Parks Worker Parks 1/27/20 Temp TERMINATING EMPLOYEES Name Reason Department Last Day Class Laura Talvitie Voluntary MCC 6/25/19 PT Erica Woytcke Voluntary MCC 10/10/19 PT Abigail Bradway Voluntary MCC 11/30/19 PT Hailey Gabler Voluntary MCC 1/13/20 PT New Hire and Terms City Council 2020: 1/23/2020 City Council Agenda 01/27/2020 2C. Consideration of approvinu the sale or disposal of surplus Citv property (WO) There is no report this City Council cycle. City Council Agenda: 01/27/2020 2D. Consideration of avvointinLY Andrew Tapper to the Monticello Planning Commission for a term to expire on December 31, 2021 (AS) A. REFERENCE AND BACKGROUND: City Council is asked to appoint a representative to fill out a term on the Monticello Planning Commission for the position that was held by Marc Simpson, who recently resigned. The Planning Commission recommended the appointment of Andrew Tapper to fill the position, with a term to expire on December 31, 2021. The Planning Commission interviewed the candidate for the position on January 71n, 2020. The Commission's vote on this item was unanimous to appoint Mr. Tapper. Mr. Tapper also serves on the Industrial and Economic Development Committee. Mr. Tapper has indicated his desire to remain on IEDC. Staff have confirmed that there is no prohibition against serving on both boards. The Planning Commissioners recognize their role as advisory for this appointment. As is practice, Council was invited to attend the interviews. Council members Gabler and Fair were in attendance for the interviews. Council has the authority on final appointment and City Council may wish to interview the candidates separately prior to final appointment of the position. B. ALTERNATIVE ACTIONS: 1. Motion to approve the appointment of Andrew Tapper to the Monticello Planning Commission with the term ending December 31, 2021. 2. Motion to not approve the appointment and recommend other action. C. STAFF RECOMMENDATION: Staff recommends Alternative 1. D. SUPPORTING DATA: A. Application OHC - Print Job Application EMPLOYMENT APPLICATION City of Monticello CITY v F 505 Walnut Street �L Monticello, Minnesota - 55362 Monticello http://www.ci.monticello.mn.us (http://www.ci.monticello.mn.us) M I N N t S01 A TAPPER, Andrew, S Planning Commission Member (Volunteer) PERSONAL INFORMATION POSITION TITLE: Planning Commission Member (Volunteer) NAME: (Last, First, Middle) TAPPER, Andrew, S ADDRESS: (Street, City, State, Zip Code) HOME PHONE: EMAIL ADDRESS: Job Number: 2019-00026 PERSON ID: Page 1 of 4 Received: 12/4/19 9:18 AM For Official Use Only: QUAL: DNQ: ❑ Experience ❑ Training ❑ Other: ALTERNATE PHONE: NOTIFICATION PREFERENCE: Email DRIVER'S LICENSE: LEGAL RIGHT TO WORK IN THE HIGHEST LEVEL OF EDUCATION: Yes UNITED STATES?: Bachelor's Degree State: MN Number: EYes ❑ No S***********6 PREFERENCES SHIFTS YOU WILL ACCEPT: WHAT TYPE OF JOB ARE YOU LOOKING FOR? TYPES OF WORK YOU WILL ACCEPT: EDUCATION SCHOOL NAME: Iowa State University https:Hsecure.neogov.comlauroralprint/j obapplicationl8 l da34d99aab64d96fd614a53 6abc3 ... 1/22/2020 OHC - Print Job Application LOCATION:(City, , State) Ames, IA MAJOR/MINOR: Electrical Engineering DATES: from May/2015 to Present DID YOU GRADUATE? ■ Yes ❑ No WORK EXPERIENCE ADDRESS: (Street, City, State, Zip Code): 212 Chelsea Rd Monticello, MN 55362 PHONE NUMBER: (763) 295-4222 ext. x101 HOURS PER WEEK: 40 EMPLOYER: Tappers Inc SUPERVISOR: Bill Tapper - Owner Page 2 of 4 DEGREE RECEIVED: Bachelor's POSITION TITLE: Vice President MAY WE CONTACT THIS EMPLOYER? ■ Yes ❑ No DUTIES: General over site of operations and locations of both Genereux Fine Wood Products and Westlund Distributing. REASON FOR LEAVING: Current Employer DATES: EMPLOYER: POSITION TITLE: from January/1995 to May/2015 Forward Technology Industries General Mgr/Engineering Mgr/Controls Engineer ADDRESS: (Street, City, State, Zip Code): 260 Jenks Ave Cokato, MN 55321 PHONE NUMBER: (320) 286-2578 HOURS PER WEEK: 45 SUPERVISOR: Brian Kivisto - President MAY WE CONTACT THIS EMPLOYER? ■ Yes ❑ No DUTIES: Designed and programmed electrical control systems for custom equipment. Oversaw 5-6 other engineers (electrical, mechanical, and tooling). Responsible for day to day operations and scheduling. REASON FOR LEAVING: Opportunity to come work for family business https://secure.neogov.com/aurora/print/jobapplication/81 da34d99aab64d96fd6l 4a536abc3 ... 1/22/2020 OHC - Print Job Application OFFICE SKILLS: Nothing Entered For This Section OTHER SKILLS: Nothing Entered For This Section LANGUAGE(S): Nothing Entered For This Section SUPPLEMENTAL INFORMATION Nothing Entered For This Section CERTIFICATES AND LICENSES Nothing Entered For This Section SKILLS REFERENCES Nothing Entered For This Section Agency - Wide Questions 1. Are you at least 16 years old? Yes 2. Are you at least 18 years old? Yes 3. How did you hear about this position? Other 4. If you marked "Other" please specify. Email and Facebook posting Page 3 of 4 By clicking on the 'Accept & Submit' button, I hereby certify that all of the information provided by me in this application (or any other accompanying or required documents) is correct, accurate and complete to the best of my knowledge. I understand that the falsification, misrepresentation or omission of any facts in said documents may be cause for denial of employment or immediate termination of employment regardless of the timing or circumstances of discovery. I understand that submission of an application does not guarantee employment. I understand that none of the documents, policies, procedures, actions, statements of the City of Monticello or its representatives used during the employment process is deemed a contract of employment, real or implied. In consideration for employment with the City of Monticello, if employed, I agree to conform to the rules, regulations, policies and procedures of the City of Monticello at all times and understand that such obedience is a condition of employment. I understand that if offered a position with the City of Monticello, I may be required to submit to a pre- employment medical examination, drug screening and background check as a condition of employment. I https://secure.neogov.com/aurora/print/jobapplication/81 da34d99aab64d96fd614a536abc3... 1/22/2020 OHC - Print Job Application Page 4 of 4 understand that unsatisfactory results from, refusal to cooperate with, or any attempt to affect the results of these pre-employment tests and checks will result in withdrawal of any employment offer or termination of employment if already employed. hereby authorize all schools, former employers, references, courts and any others who have information about me to provide such information to the City of Monticello and/or its representatives, agents or vendors and I release all parties involved from any and all liability for any and all damage that may result from providing such information. This application was submitted by TAPPER, Andrew, S Signature Date https:Hsecure.neogov.com/aurora/print/J*obapplication/81 da34d99aab64d96fd614a536abc3... 1/22/2020 City Council Agenda: 01/27/2020 2E. Consideration to approve an application for a temporary charitable gambling permit for a raffle to be conducted on March 28, 2020, by the Wright Countv Pheasants Forever at River Citv Extreme, 3875 School Blvd. in coniunction with their Annual Membership Banquet QS) A. REFERENCE AND BACKGROUND: The Wright County Pheasants Forever has applied for a temporary charitable gambling permit for a raffle to be held on Saturday, March 28, 2020 in conjunction with their Annual Membership Banquet. The event is being held at River City Extreme with Dinner and Banquet Events being held at 7 p.m. To receive a permit from the State, the City must approve the application. In the past the City has not opposed these exempt gambling license applications for charitable events. B. ALTERNATIVE ACTIONS: 1. Motion to approve the application for a charitable gambling permit for a raffle conducted by the Wright County Pheasants Forever Chapter #95 on March 28, 2020, for their annual membership banquet at River City Extreme, 3875 School Blvd. 2. Motion to not approve the application for a charitable gambling permit. C. STAFF RECOMMENDATION: Staff supports Alternative #1 and requests Council to approve the application which will be submitted to the State Gambling Control Board. D. SUPPORTING DATA: • Copy of Application for Exempt Gambling Permit MINNESOTA LAWFUL GAMBLING L6220 Application for Exempt Permit An exempt permit may be issued to a nonprofit organization that: . conducts lawful gambling on fta or flower days, and . awards ism than $50,000 In prizes during a calendar year. if total reffise prtze value for the calendar year will be $1,500 or Ion, contact the Licensing Specialist assigned to your county by calling 651-539-1900. 11/17 pow 1 of 2 Application Fele (non-refundable) Applications are processed In the order received. if the application is pcisb sftd or received 30 days or mora bdbre the evert, the application fav Is $100; otherwise the flee is $150. Due to the high volume of exempt applic cans, payment of. additional, fees prior to 30 days before your event will not expedite servlcs, nor are telephone requests for expedited service accepted. ORGANIZATION INFORMATION Organized a `rai'--� u��`��ePermit Number. Minnesota Tax ill ! , Federal Employer ID Number, It any., Number (FETA?), if any: Halling Address: �/ • �i C/ CEO Daytime Phone, t CEO Email: 01� gA&I 4 Y Emall permit to (If other than the CE0): NONPROFIT Type of Nonprofit Organization (checic one): W Fradtarr%al [—] Religious Veterans Other Nonprofit Organization f' Rech a copy of M of file fello oing ah . I of of rmmpioM a (00 NOT attach a sales tax eaarnpt status or federal employer ID number, as they are not proof of nonprofit status.) N current cakmdar yaor CertMeelte of Good Standina Don't have a rte? Obtain this certificate from: M Secretary of State, Business Services Division Secretary of ate wets te, phone nurnberm 60 Empire Drive, Suite 100 St. Paul, MN 55503 652-2915-2803, or Coli five 1-877-551-6767 SNS Incorne eta: a w*don (5O1(c)) Iaf ter In your w1anitration*s name Don't have a copy? To obtain a copy of your federal incorns tax exempt letter, have an orgganization oi7ice+r contact the MS tell fees at 1-677-829-5500. =RS - Afipfata of nntlonal, aalEtltawiday or kriaar mftnal parent nentproft organhatlan (charter) If your organization falls under a pmetrt orgenbaltIon, arch copies ofhoof the following: 1. MS letter showing your parent arganketion Is a nonprent 501(c) organization with a group ruthtg; and 2. the charter or letter fi am your parrnt ergenb atlon recognizing your organlzatiet as a subordinabv. ioiiip38i:, NG iP'ftf%b1!S INFORMATJLU 1 JJ Name of premises where the gambling event will be conducted (for raffles, list this sits where tete drawing will take place): � • `� � "� '' �/�f�7 •� Physical Address (do not use P.Q. box).+ ,r Chedc orae:g ZIPXW�? . 6utttY.-1V +k70L Township. Zip: County: Ws) of addvlty (for raffles, indicate the data of rise drawing): llve'1 G4 ZR, 20-2,0 Check each type of gambling activity that your organisation will conduc, Bingo Paddlewhaeft Pull Tabs 17plxsanis Lo PuMe Gambling equipment for bingo paper, bingo boards, raffle boards, paddlewthasls, pull talo;, and tlpboards must be obtained from a distributor licensed by the Minnesota Gambling Control Board. EXCEFrION: Bingo hard cards and bingo bait selection devices may be borrowed from another organization authorized to conduct bingo. To find a licensed distributor, go to www.mn.#cw1#cb and dick on 81mbibutom under the oat of Lkensaw tab, or call 651-539-1900. L0220 Application fair Exempt Permit .. , IV19 Pace z of 2 RWOMAb1w HENT (requIRM btitre libibrrrlttirig a0pilaadiii to lioarcl) CtiY APPROVAL COUNIT APPROVAL for a gambling preinlses fbr a gambling premie ionated within dty limits iOcvtW In a toFwnohip []The application is acknowledged with no waning period. application Is acknowledged with no waiting period. The application is acknowledged with a 30 -day waiting 11Z application Is ac.knowledgail with a 3"ay waiting Period, and allows the Board to issue a pelma after 30 days period, and allows the Board to Issue a permit attar (60 days for a ist clam city). 30 days. 1:1fie application is denied. EDZ appiiratiom is denied. Print City Name: Signature of City Monne!. li. I The city or county must sign beftret submitting application to the Gambling Control Board. Print County Name: Stgriaturs of County Personnel, TMNtl MP (If required by the County) On behalf of the township, i acknowledge that time organization is applying for srcempb d gambling activity within the township limits. (A township has no statutory authority to approve or deny an application, per Minn. Statutes, section 349.213.) PrintTownship Mamm Signature of Township Off! w: 'l`WO: ClIKEF EX9CUTir 9 6FFiCER'S SIGNOLTURE ( required) The information provided in this application is complete and accurate to the bat of my knowledge. report wilt be completed and returned to, acrd of the event date. Chief ftecutive Officer's Sigrat ure:(Si ri9azt iVrk,3� slgnftb;� . knee may not sign) Print Marne. ExkL, -4 'oLof ' .e rl I acknowledge that time financial REQL..6mii-0,TS MAIL Ali-J"1w � ,&%)N AND ATTACHN Complete a separate application t'br. MMI application with, • all gambling conducted on two or more cordecutive days; or — a copy of your proof of nonpra t status, and • all gambling conducted on one day. application fee (non-refundable). if tial application b Only one application b required if one or more raffle drawings are (non-refundable).pos marked or received 30 days or more beslbre the errant, conducted on the some day. the application f e Is 4100; otherwise time fee is 41190. financial report to be cOmpNsbael widdn 90 days al9bsr the Make check payable to 11111a of Mlnnesada. gambling activity Is dont., To. Minnesota Gambling Control Board A financial report form will be mailed with your permit. Complete 1711 West County Road B, Sure 300 South and return the financial mart fbrm to the Gambling Control Roseville, MN 55113 Board. Quesdoi Your organization roust keep ail exerript records and reports for Call the Licensing Section of time Gambling Control Board at 3-1/2 years (Minn. Statutes, section 349,156, subd. 2(f)). 651-539-1900, Dots Privacy notice: The information rtgnuSMd on this form (end any aidadhments) will he used by the Gambling Control Board (Board) to deftrmine your organhatidn% qu 11111C done to be involved In lawful gambling activilles In Minne®ata. Your o ribation has the right to reiuss to supply the Inflo"Ta ton; however, if your orgenbation refin" to supply this irafixmatta i, the board may not be able to determine your orge motion's qusl[itraitons and, as a conwequence, may ralluss to lsoua, a perp L if your or gonWrdon vitas the Information requested. the Hoard will be able to process the applieauae3. your organization's name and address will be public Wwmation erten nrelved by the Board. All other Infomellon provided will be private data about your orgaftation until the Board "m the permit. when the Board Issues the permit, all Information provided will become public. If the Board does not Issue a permit, all alfor matin provided remains private, with the tsimption of your organisaitoWs name and address which will remain public. Private data about your organtnsiah aro ervellable to Board mecnberx, Board staff whose work requires access to the krfarmation, Xhmnesota s peperh- anent of Public Salisty, Attorney General; Commissloners of Administration, Minnes=ota Management lit Budgets and ReiRmue; Legislative Auditor, national and Mbraradicnsl gambling regulatory agencies, anyone pursuant to court order; other individuals and agendes specifically auttwrixed by state or ural low to have amass to the Information; individuals and agenda for which law or legal order autro bis a new use or sharing of lnfbmmation aftrar this notice was g,1c°en; and anyone with your written tenant. This form vrlit be mads avaliable in aMemative format (ie. large print, braille) upon request. An eWW oppa+tmtil4+Nrr*W City Council Agenda: 01/27/2020 2F. Consideration of adopting Resolution 2020-14 appointing election iudges to serve for the Presidential Primary on March 3. 2020 (JS) A. REFERENCE AND BACKGROUND: Minnesota Statutes Chapter 204B.21 requires cities to appoint election judges to serve at elections and on the Absentee Ballot Board. A Head Election judge should also be designated as part of the appointment. The appointment of these judges is contingent upon them completing the necessary training. All election judges serving must have received training in 2018 or attend a new election judge training session. In addition, they must complete the online course through the Secretary of State. Several members of city staff will again be assisting with the absentee voting process and are also trained as election judges. We anticipate a greater number of voters that opt to vote absentee. We are working on processes to make this as efficient as possible. The recommended Absentee Ballot Board judges are highlighted on the list of judges. Additionally, unregistered voters are able to register electronically through the Secretary of State's website. We will be making this available on our public computer at city hall for residents that walk in and wish to register to vote. They can also pick up a paper voter registration form at city hall. Al. Budget Impact: Election judge compensation is included in the 2020 budget. A2. Staff Workload Impact: The City Clerk and Administrative Assistant will be involved with elections to a greater degree than other staff. As it gets closer to the Presidential Primary, Primary including some overtime. B. ALTERNATIVE ACTIONS: 1. Motion to adopt Resolution 2020-14 appointing the 2020 election judges as for the Presidential Primary as recommended. 2. Motion of other. C. STAFF RECOMMENDATION: City staff recommends Alternative #1. D. SUPPORTING DATA: A. Draft Resolution B. Judge List CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2020-14 RESOLUTION ADOPTING ELECTION JUDGES AND APPOINTING ABSENTEE BALLOT BOARD JUDGES FOR THE MARCH 3, 2020 PRESIDENTIAL PRIMARY ELECTION WHEREAS, the City Council of the City of Monticello is required by MS 20413.2 1, Sec. 2, to officially approve the appointment of election judges and absentee ballot board members; and WHEREAS, the Monticello City Council hereby adopts the judges listed on the attached Exhibit A, hereto attached, as the official judges for the March 3, 2020 Presidential Primary Election with the understanding that amendments may be necessary to the appointments in order to fill vacancies and meet party requirements. NOW, THEREFORE, BE IT RESOLVED, by the City Council of Monticello that the names listed on Exhibit A, hereto attached, are the official Election Judges and that the names on Exhibit A that are highlighted are the official Absentee Ballot Board members for the City of Monticello for the March 2, 2020 Presidential Primary Election. ADOPTED BY THE CITY COUNCIL OF THE CITY OF MONTICELL0 ON THIS 27h DAY OF JANUARY, 2020. CITY OF MONTICELLO Brian Stumpf, Mayor ATTEST: Jeff O'Neill, City Administrator ELECTION JUDGES - 2020 Presidential Primary as of January 21, 2020 Staff/Judge Absentee Board highlighted) Monticello Staff/Judge name address Judge Judge Cindy Anderson Monticello Judge Fred Anderson Monticello Judge Marge Arndt Monticello Judge Gladys Bitzer Monticello Judge Duane Carlson Monticello Judge Winfred Causby Monticello Judge Role Julie Cheney Monticello Staff/Judge Deb Cole Monticello Staff/Judge Agnes DeMarais Janet Doucette Monticello Monticello Judge Judge Roseann Duran IMonticello I Head Judge Tracy Er en IMonticello jJudge Keri Erickson Monticello Judge Rebecca Francisco Monticello Judge Dorothy Fridgen Monticello Judge Mark Gilberts Monticello Judge Matt Griswold Monticello Judge Beth Green IMonticello Staff/Judge Renee Hitter Monticello Lead Judge Bill Hoffarth Monticello Judge Lois Holtberq Monticello Judge Steve Larson Monticello Judge Vicki Leerhoff I IStaff/Head Judge Rachel Leonard IMonticello Staff/Head Judge Kathleen Moll Monticello Judge Ruth Morgan Zimmerman Judge Frank Opay Monticello Judge Joan Opay Monticello Judge Denise Ordonez Monticello Judge (Alternate) Sarah Rathlisber er Monticello Staff/Judge Mary Rausch James Sanborn Monticello Becker Judge Judge Jennifer Schreiber Monticello Staff/Judge Elizabeth Seitch-Sell Monticello Judge (Alternate) Darlene Solberg Monticello Judge Patricia Son'u Thielman Monticello Judge Jacob Thunander I IStaff/Head Jud e Theresa Willenbring IMonticello jJudqe City Council Agenda: 01/27/2020 2G. Consideration of adouting Resolution 2020-15 authorizing the Finance Director, or their designee, to make electronic funds transfers (SR) A. REFERENCE AND BACKGROUND: A local government may make certain payments by electronic funds transfer if certain policies, described in MN Statute 471.38, are in place. The Council adopted an Electronic Funds Transfer Policy on June 24, 2019. As part of the statute and policy, the City Council shall annually by Resolution, authorize the Finance Director, or their designee, to make electronic funds transfers. A copy of the resolution will be sent to our bank to keep on file. Electronic funds transfers are defined as any transfer of funds that is initiated by electronic means, including but not limited to check, credit cards, debit cards, and automated clearing house (ACH) or wire transfers, both within and between separate financial institutions. Al. Budget Impact: None. A2. Staff Impact: Minimal. B. ALTERNATIVE ACTIONS: 1. Motion to approve the adoption of Resolution 2020-15 authorizing the Finance Director, or their designee, to make electronic funds transfers. 2. Motion to deny the adoption of Resolution 2020-15 authorizing the Finance Director, or their designee, to make electronic funds transfers. C. STAFF RECOMMENDATION: City staff recommends approving Alternative #1. D. SUPPORTING DATA: • Resolution 2020-15 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2020-15 RESOLUTION TO AUTRHOIZE THE ACTING FINANCE DIRECTOR, OR THEIR DESIGNEE, TO MAKE ELECTRONIC FUNDS TRANSFERS ON BEHALF OF THE CITY OF MONTICELLO WHEREAS, the city passed an Electronic Funds Transfer policy on June 24, 2019; and WHEREAS, the MN Statute 471.38 and the Electronic Funds Transfer policy require an annual authorization of the individual allowed to make electronic funds transfers; and NOW THEREFORE, BE IT RESOLVED by the City Council of the City of Monticello hereby authorizes the Acting Finance Director, or their designee, to make electronic funds transfers on behalf of the City of Monticello. ADOPTED BY the Monticello City Council this 27th day of January, 2020. CITY OF MONTICELLO Brian Stumpf, Mayor ATTEST: Jeff O'Neill, City Administrator City Council Agenda: 01/27/2020 2H. Consideration of adopting Resolution 2020-18 approving the issuance of a lawful gambling off-site permit to Monticello Lions Club at American Legion Post on February 15. 2020 (JS) A. REFERENCE AND BACKGROUND: City staff has received an application to conduct off-site gambling from Monticello Lions Club to conduct bingo at the Monticello American Legion Post 260, 304 Elm Street, Monticello, MN. There is not fee for this application, however, the application must be approved by the City Council before the association may submit the application to the Minnesota Alcohol and Gambling Enforcement Division (AGED). Al. Budget Impact: NA A2. Staff Workload Impact: NA B. ALTERNATIVE ACTIONS: 1. Motion to adopt Resolution 2020-18 approving the issuance of a lawful gabmling off-site permit for the Monticello Lions Club at American Legion Post, 304 Elm Street on February 15, 2020. 2. Motion to not approve the application for a charitable gambling permit. C. STAFF RECOMMENDATION: Staff supports Alternative #1. D. SUPPORTING DATA: A. Resolution 2020-18 B. Application CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2020-18 APPROVING AN APPLICATION FOR OFF-SITE PREMISE PERMIT FOR MONTICELLO LIONS CLUB AT MONTICELLO AMERICAN LEGION POST 260,340 ELM STREET WHEREAS, the City of Monticello has received an application for an off-site gambling permit application of the Minnesota Lawful Gambling Permit filed by Jeanne Kordell/Monticello Lions Club; and WHEREAS, the Monticello Lions Club will be conducting off-site gambling at the Monticello American Legion Post 260 on February 15, 2020; NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL that the application by the for the Monticello Lions Club to conduct off-site gambling at the American Legion Post 260, 304 Elm Street, Monticello, Minnesota on February 15, 2020. ADOPTED BY the Monticello City Council this 27"' day of January, 2020. CITY OF MONTICELLO Brian Stumpf, Mayor ATTEST: Jeff O'Neill, City Administrator MINNESOTA LAWFUL GAMBLING 6/15 Page 1 of 2 LG230 Application to Conduct Off -Site Gambling No Fee ORGANIZATION INFORMATION Organization Name: Monticello Lions Club License Number: 01825 Address: PO Box 673 City: Monticello , MN Zip: 55362 Chief Executive Officer (CEO) Name: Tony Velishek Daytime Phone: 763-232-3460 Gambling Manager Name: Jeanne Kordell Daytime Phone: 612-207-6086 GAMBLING ACTIVITY Twelve off-site events are allowed each calendar year not to exceed a total of 36 days. From02 / 15 / 20 to OL / 15 / 20 Check the type of games that will be conducted: ❑ Raffle 7 Pull -Tabs ❑✓ Bingo aTipboardsF1 Paddlewheel GAMBLING PREMISES Name of location where gambling activity will be conducted: Monticello American Legion Post 260 Street address and City (or township): 304 Elm St, Monticello, MN Zip: 55362 County: Wright • Do not use a post office box. • If no street address, write in road designations (example: 3 miles east of Hwy. 63 on County Road 42). Does your organization own the gambling premises? FlYes If yes, a lease is not required. FV1No If no, the lease agreement below must be completed, and signed by the lessor. LEASE AGREEMENT FOR OFF-SITE ACTIVITY (a lease agreement is not required for raffles) Rent to be paid for the leased area: $0 (if none, write "0") All obligations and agreements between the organization and the lessor are listed below or attached. • Any attachments must be dated and signed by both the lessor and lessee. • This lease and any attachments is the total and only agreement between the lessor and the organization conducting lawful gambling activities. • Other terms, if any: 2a Lessor's Signature: *" Date. �k Print Lessor's Name: /\ it er zeo 4 J�U j_*101.q~ale r CONTINUE TO PAGE 2 LG230 Application to Conduct Off -Site Gambling Acknowledgment by Local Unit of Government: Approval by Resolution CITY APPROVAL for a gambling premises located within city limits City Name: Date Approved by City Council: Resolution Number: (If none, attach meeting minutes.) Signature of City Personnel: Title: Date Signed: Local unit of government must sign. COUNTY APPROVAL for a gambling premises located in a township County Name: Date Approved by County Board: Resolution Number: (If none, attach meeting minutes.) Signature of County Personnel: Title: Date Signed: TOWNSHIP NAME: 6/15 Page 2 of 2 Complete below only if required by the county. On behalf of the township, I acknowledge that the organization is applying to conduct gambling activity within the township limits. (A township has no statutory authority to approve or deny an application, per Minnesota Statutes 349.213, Subd. 2.) Print Township Name: Signature of Township Officer: Title: CHIEF EXECUTIVE OFFICER (CEO) ACKNOWLEDGMENT Date Signed: The person signing this application must be your organization's CEO and have their name on file with the Gambling Control Board. If the CEO has changed and the current CEO has not filed a LG200B Organization Officers Affidavit with the Gambling Control Board, he or she must do so at this time. I have read this application, and all information is true, accurate, and complete and, if applicable, agree to the lease terms as stated in this application. Signature of CEO (must be CEO's signature; designee may not sign) Date Mail or fax to: No attachments required. Minnesota Gambling Control Board Suite 300 South Questions? Contact a Licensing Specialist at 651-539-1900. 1711 West County Road B Roseville, MN 55113 Fax: 651-639-4032 This publication will be made available in alternative format (i.e. large print, braille) upon request. Data privacy notice: The information requested on this form (and any attachments) will be used by the Gambling Control Board (Board) to determine your organization's qualifications to be involved in lawful gambling activities in Minnesota. Your organization has the right to refuse to supply the information; however, if your organization refuses to supply this information, the Board may not be able to determine your organization's qualifications and, as a consequence, may refuse to issue a permit. If your organization supplies the information requested, the Board will be able to process your organization's application. Your organization's name and address will be public information when received by the Board. All other information provided will be private data about your organization until the Board issues the permit. When the Board issues the permit, all information provided will become public. If the Board does not issue a permit, all information provided remains private, with the exception of your organization's name and address which will remain public. Private data about your organization are available to: Board members, Board staff whose work requires access to the information; Minnesota's Department of Public Safety; Attorney General; commissioners of Administration, Minnesota Management & Budget, and Revenue; Legislative Auditor; national and international gambling regulatory agencies; anyone pursuant to court order; other individuals and agencies specifically authorized by state or federal law to have access to the information; individuals and agencies for which law or legal order authorizes a new use or sharing of information after this notice was given; and anyone with your written consent. An equal opportuity employer Consent Form Organization A listed below consents to Organization B conducting electronic gambling and/or bingo at the premises. Organization A: Organization B*: C) L -e n fid C) l�7 Ce b -l- Name and Address of Permitted Premises: C of � N Premises Permit Number: Effective Date of Consent: Qn.C' 7,� 0 .I� 40r Chief Executive O is CEO) Signature, Organization A Print Name Date: v r ;16-2 ()4-) , ic * Organization B: Provide the signed written consent to the Gambling Control Board with your*Fefftises permit application. This form is provided for convenience, but any written consent is accepted. Minnesota Gambling Control Board 711115-4 City Council Agenda: 01/27/2020 2I. Consideration of approvinL, submission of the 2020 Pav Equity Revort. (TE) A. REFERENCE AND BACKGROUND: City council is asked to consider approving submission of the 2020 Pay Equity Report. Every three years the City is required to provide Minnesota Management and Budget with requested data to establish that the City is compliant with the requirements of the Local Government Pay Equity Act M.S. 471.991-471.999 and Minnesota rules Chapter 3920. Information must be reported for any employee who averages 14 or more hours per week and works at least 67 days (non -student) or 100 days (student). Information is entered on-line and preliminary reports are available immediately. Based on our preliminary report staff expects that the City will maintain its compliance. The City will be notified officially of our status this fall. Al. Budget Impact: None. A2. Staff Workload Impact: No additional workload. B. ALTERNATIVE ACTIONS: 1. Motion to approve submission of the 2020 Pay Equity Report. 2. Motion to amend and approve required data for the 2020 Pay Equity Report. C. STAFF RECOMMENDATION: Staff recommends Alternative #1 approving the submission of the 2020 Pay Equity Report. D. SUPPORTING DATA: A. Job Class Data Entry Verification List B. Pay Equity Implementation Form Monticello Job Class Data Entry Verification List LGID 806 Case: 2020 DATA Job Class Nbr Nbr Class Jobs Min Mo Max Mo Yrs to Max Yrs of Exceptional Nbr Title Males Females Tvpe Points Salary Salary Salary Service Service Pay 68 PT Liquor Store 7 7 B 36 $1,906.30 $2,511.12 5.50 2 PT Custodian- Public Worl, 1 0 M 43 $2,287.56 $2,979.03 7.50 80 PT DMV Courier 1 0 M 43 $1,914.97 $2,434.87 3.00 77 PT Guest Service 0 1 F 51 $1,776.33 $2,081.33 4.00 76 PT Facility Lead 2 0 M 63 $2,252.90 $2,800.53 6.00 5 FT Liquor Store Clerk 1 1 B 66 $2,540.58 $3,627.17 7.50 72 Deputy Registrar Clerk -(U( 0 3 F 66 $2,540.58 $3,303.10 7.50 73 PT Membership Specialist 0 1 F 67 $2,540.58 $3,303.10 7.50 78 Building Custodian -FT 0 1 F 78 $2,788.40 $3,627.17 7.50 6 Receptionist -Office Asst. 0 1 F 79 $2,788.40 $3,627.17 7.50 8 Deputy Registrar Clerk -(C) 0 7 F 82 $3,037.95 $3,951.24 7.50 71 Public Works Laborer Y/R 2 0 M 107 $1,876.84 $2,386.34 3.00 14 Administrative Assistant 0 2 F 108 $3,537.05 $4,599.38 7.50 11 Finance Clerk 0 1 F 109 $3,537.05 $4,599.38 7.50 70 Finance Clerk -Payroll 0 1 F 109 $3,537.05 $4,599.38 7.50 79 Asst. DMV Manager 0 1 F 117 $3,537.05 $4,599.38 7.50 18 Building Maintenance Tecl 2 0 M 121 $3,791.80 $4,930.39 7.50 20 Utility Billing Specialist 0 1 F 123 $3,791.80 $4,930.39 7.50 19 Park Maintenance Operatc 2 0 M 124 $3,791.80 $4,930.39 7.50 22 Water and Sewer Operatoi 4 0 M 126 $3,791.80 $4,930.39 7.50 23 Street Maintenance Opera 4 0 M 126 $3,791.80 $4,930.39 7.50 21 Building Permit Technician 0 1 F 129 $3,991.80 $4,930.39 7.50 24 Finance Assistant 0 1 F 132 $3,791.80 $4,930.39 7.50 25 Aquatic Supervisor 0 1 F 139 $4,037.89 $5,250.99 7.50 26 Park Maintenance Forema 1 0 M 140 $4,037.89 $5,250.99 7.50 27 Shop Mechanic/Operator 1 0 M 142 $4,037.89 $5,250.99 7.50 29 Member Services Manage 0 1 F 144 $4,037.89 $5,250.99 7.50 30 Streets Maintenance Forer 1 0 M 144 $4,037.89 $5,250.99 7.50 62 Community DevED Coordi 1 0 M 144 $4,037.89 $5,250.99 7.50 63 Special Project Manager- f 1 0 M 149 $4,316.90 $5,604.52 7.50 31 Building Inspector/Zoning 1 0 M 154 $4,316.90 $5,604.52 7.50 58 Communications -Special F 0 1 F 154 $4,316.90 $5,604.22 7.50 35 Assistant Liquor Store Mar 1 0 M 168 $4,587.25 $5,963.25 7.50 64 Sr Engineering Tech 1 0 M 168 $4,587.25 $5,963.25 7.50 74 Emergency Services Coon 1 0 M 173 $4,859.33 $6,316.79 7.50 37 Operations and Program N 0 1 F 176 $4,859.33 $6,316.79 7.50 32 Deputy Registrar Manager 0 1 F 178 $4,859.33 $6,316.79 7.50 38 Facilities Maintenance Sud 1 0 M 180 $4,859.33 $6,316.79 7.50 41 City Clerk 0 1 F 180 $4,859.33 $6,316.79 7.50 66 EDA Manager 1 0 M 180 $4,859.33 $6,316.79 7.50 40 Human Resources Manage 0 1 F 181 $4,859.33 $6,316.79 7.50 42 Chief Building Official 1 0 M 195 $5,134.88 $6,670.32 7.50 44 Finance Manager 0 1 F 198 $5,134.88 $6,670.32 7.50 43 Liquor Store Manager 1 0 M 199 $5,403.49 $7,029.05 7.50 45 Park Superintendent 1 0 M 210 $5,403.49 $7,029.05 7.50 46 Utility Superintendent 1 0 M 213 $5,679.04 $7,384.31 7.50 47 Streets Superintendent 1 0 M 214 $5,679.04 $7,384.31 7.50 49 Community Center Directo 0 1 F 222 $5,679.04 $7,384.31 7.50 48 Community Development [ 0 1 F 237 $5,949.39 $7,737.85 7.50 52 Finance Director 1 0 M 277 $7,077.57 $9,200.50 7.50 75 City Engineer -Public Work: 1 0 M 280 $7,077.57 $9,200.50 7.50 53 City Administrator 1 0 M 325 $7,947.54 $10,326.95 7.50 Job Number Count: 52 Part A: Jurisdiction Identification Jurisdiction: Monticello 505 Walnut Street, Suite 1 Monticello Contact: Tracy Ergen Contact: Jeff O'Neill Pay Equity Implementation Report Print Date: 1/20/2020 * DRAFT COPY * Jurisdiction Type: City MN 55362 Phone: (763) 271-3235 E -Mail: tracy.ergen@ci.monticello.mn.us Phone: (763) 271-3215 E -Mail: jeff.oneill@ci.monticello.mn.us Part B: Official Verification 1. The job evaluation system used measured skill, effort responsibility and working conditions and the same system was used for all classes of employees. The system used was: Consultant's System Description: The same as last reporting year; Modified Princeton System. 2. Health Insurance benefits for male and female classes of comparable value have been evaluated and: There is no difference and female classes are not at a disadvantage. Part C: Total Payroll 1 $4,174,838.55 is the annual payroll for the calendar year just ended December 31. 3. An official notice has been posted at: City Bulletin Board (prominent location) informing employees that the Pay Equity Implementation Report has been filed and is available to employees upon request. A copy of the notice has been sent to each exclusive representative, if any, and also to the public library. The report was approved by: City Council (governing body) Brian Stumpf (chief elected official) Mayor (title) Q Checking this box indicates the following: - signature of chief elected official - approval by governing body - all information is complete and accurate, and - all employees over which the jurisdiction has final budgetary authority are included Date Submitted: I I City Council Agenda: 01/27/2020 2J. Consideration of approving an adiustment to the hart -time liquor store clerk wage scale. A. REFERENCE AND BACKGROUND: City Council is asked to consider approving an adjustment to the part-time liquor store clerk wage scale. The current pay scale for our part-time clerks is $11.22-$14.78 per hour. For the past several years we have applied modest increases to the range (annual market adjustments approved by council) but at this point in time based on the current job market and the results of the recent compensation study, staff is recommending adjusting the scale to $12.00-$15.75 to ensure competitiveness with the market (attract and retain good employees) and the ability to maintain pay equity compliance in the future. This change would be effective for the pay period beginning February 29, 2020. Current Wage Proposed Wage $11.22 $12.00 $11.86 $12.75 $12.55 $13.50 $13.29 $14.25 $14.03 $15.00 $14.78 $15.75 Future Adjustments: To move closer to the compensation study consultant's proposed starting wage of $14.77 ($45,000 cost) we recommend incremental adjustments over the next three years to get us within an acceptable range to maintain pay equity compliance. Staff intends to monitor the wages closely to ensure we aren't paying more than the market demands while still meeting pay equity compliance. Al. Budget Impact: The estimated annual cost to move 19 part-time employees to the closest new step is $16,451. The Liquor Store fund has revenue to support this increase. A2. Staff Workload Impact: Minimal. B. ALTERNATIVE ACTIONS: 1. Motion to approve an adjustment to the part-time liquor store clerk wage scale. 2. Motion to approve an alternative pay range. 3. Motion to deny an adjustment to the part-time liquor clerk wage scale. C. STAFF RECOMMENDATION: Staff and the Personnel Committee recommend Alternative 1. D. SUPPORTING DATA: 9 None City Council Agenda: 01/27/2020 2K. Consideration of adontinLY Resolution 2020-16 approving plans and specifications and authorizing the advertisement of bids for the 2020 Street Improvements proiect, Citv Proiect No 200001. (ML/RM) A. REFERENCE AND BACKGROUND On December 9, 2019 the City Council ordered the improvement for the 2020 Street Improvements Project. The feasibility study was adopted on November 12, 2019 and it found that the improvement is necessary, cost-effective, and feasible. This project would include improvements to the following areas: Marvin Elwood Road, Hedman Lane, Balboul Circle, Crocus Lane, Crocus Circle, 90th Street, Starling Drive, Martin Drive, Mallard Lane, Heron Court, Tanager Circle, Canvasback Court, Eider Lane, Falcon Avenue, Pelican Lane, Briar Oaks Blvd, Hawthorne Place N&S, Endicott Trail, Briar Court NE, Shady Oak Circle NE, Eastwood Circle NE, Eastwood Lane NE, Oakridge Drive, Oakview Court, Meadow Oaks Court NE, Oakview Lane, Meadow Oaks Drive Property owner meetings were held on November 4, 2019. The project will consist of an edge mill and asphalt overlay as well as other full depth spot repairs. Sections of curb and gutter replacement and utility improvements will be made as needed throughout the project areas. Clustering of mailboxes will be completed where needed. Improvements to the parking lot at the wastewater treatment plant will be made and these costs will not be included in the assessments for the project. Per the city's assessment policy residential properties are assessed 50% for overlays. Full reconstructions are assessed based on standard assessment rate which is adjusted based on the construction cost index, which is currently $4,900 per residential unit. The proposed assessment for this project is estimated to be $3,100 which will be adjusted based on actual construction costs. An overlay will extend the pavement life and allow for a major reconstruction project to be better timed with the repair of underground utilities which are still in good condition. The project is proposed to have a bid opening date in February 2020 with construction beginning in May/June of 2020 and substantial completion in Sept/Oct. 2020. Al. Budget Impact: The improvements were included in the City's Capital Improvement Plan. The estimated costs for the improvements total is $2,180,000, which include a 10% contingency and legal, engineering, administrative, and financing costs. The city's assessment policy indicates that overlay projects are 50% assessed. The anticipated assessment amount for this project is $3,100 per parcel for the 329 properties benefited from this project. A2. Staff Workload Impact: WSB and City staff will be involved throughout various steps of the project development. B. ALTERNATIVE ACTIONS 1. Consideration of adopting Resolution 2020-16 approving plans and specifications and authorizing the advertisement of bids for the 2020 Street Improvements project. 2. Motion to not move forward with this project at this time. C. STAFF RECOMMENDATION Staff recommends Alternate No. 1. D. SUPPORTING DATA A. Resolution 2020-16 City Council Agenda: 01/27/2020 B. Project Plans C. Full plans and specifications available at City Hall W CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2020-16 APPROVING PLANS AND SPECIFICATIONS AND AUTHORIZING ADVERTISEMENT FOR BIDS FOR THE 2020 STREET IMPROVEMENTS PROJECT, CITY PROJECT NO.200001 WHEREAS, pursuant to resolution approved by the City Council on December 9, 2019, the City Engineer has prepared plans and specifications for the 2020 Street Improvements Project, City Project No. 200001 which include the milling and/or removal of existing pavement and overlaying of new pavement; curb and gutter replacements; storm sewer and drainage improvements; pedestrian improvements; traffic control; signage; and other necessary appurtenant work in the following areas of the City as detailed in the Feasibility Report: • Meadows/Balboul/Anders Wilhem Estates Neighborhood • Cardinal Hills Neighborhood • Oakridge Neighborhood • Wastewater Treatment Plant WHEREAS, the City Engineer has presented such plans and specifications to the Council for approval; NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF MONTICELLO, MINNESOTA: 1. Such plans and specifications, a copy of which is on file in the office of the City Clerk, are hereby approved. 2. The designated authority shall prepare and cause to be inserted in the official paper and in the Star Tribune and/or Construction Bulletin or Finance & Commerce paper an advertisement for bid upon the making of such improvement under such approved plans and specifications. The advertisement shall be published no less than three weeks before the last day for submission of bids, once in the City's legal publication and at least once in either a newspaper published in a city of the first class or a trade paper. To be eligible as a trade paper, a publication shall have all the qualifications of a legal newspaper except that, instead of the requirement that it shall contain general and local news, such trade paper shall contain building and construction news of interest to contractors in this state, among whom it shall have a general circulation. Any bidder whose responsibility is questioned during consideration of the bid will be given an opportunity to address the Council on the issue of responsibility. No bids will be considered unless sealed and filed as set forth in the instructions to bidders in compliance with the requirements of electronic bidding and bid security. ADOPTED BY the Monticello City Council this 27th day of January, 2020. CITY OF MONTICELLO Brian Stumpf, Mayor ATTEST: Jeff O'Neill, City Administrator EXISTING PLAN SYMBOLS PROPERTY LINES/RIGHT-OF-WAY F/O UTILITY EASEMENT - - - - - - - - - TREE LINEY\ G SIGN r DECIDUOUS TREE CTV SHRUB COM CONIFEROUS TREE EXISTING UTILITY SYMBOLS FIBER OPTIC CABLE F/O UNDERGROUND TELEPHONE UGT GAS LINE G UNDERGROUND CABLE CND CABLE TV CTV OVERHEAD COMMUNICATIONS LINE COM UNDERGROUND POWER OVERHEAD POWER OHE UNDERGROUND ELECTRIC UGE OVERHEAD TELEPHONE OHT WATER MAIN —I (— SANITARY SEWER > STORM SEWER » CAN VAULT rq POWER POLE ELECTRIC BOX EB CATCH BASIN STORM APRON a STORM SEWER MANHOLE GATE VALVE N HYDRANT } SANITARY SEWER MANHOLE �$ EXCAVATION NOTICE SYSTEM A CALL TO GOPHER STATE ONE (651-454-0002) IS REQUIRED A MINIMUM OF 48 HOURS PRIOR TO PERFORMING ANY EXCAVATION. PROJECT LOCATION COUNTY: WRIGHT SECT 4, TWP 121 N, RNG 25W 2020 STREET IMPROVEMENTS PROJECT CITY OF MONTICELLO CONSTRUCTION PLAN FOR PAVEMENT AND DRAINAGE IMPROVEMENTS LOCATED ON MEADOWA/BABOUL/ANDERS WILHEM ESTATES, CARDINAL HILLS, OAKRIDGE AREAS AND WWTP PARKING LOT � o ® P MEADOWS Bi ABOUL/ �}sr M / ESTATES AREA WWPT PARKING LOT I r--� I PROJECT LOCATION MAP - 1 N IAR OAKES BL — OAKRIDGE AREA �G 9L� UTILITY INFORMATION THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS UTILITY QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." GOPHER ONE CALL TICKET NUMBER: 193540063, 193540062, 193540064, 193540065, 193540066, 193540067 UTILITY COORDINATION MEETING HELD ON: JANUARY 16, 2020 N ic 0 500 1000 SCALE IN FEET PLAN REVISIONS DATE SHEET NO. APPROVED BY GOVERNING SPECIFICATIONS THE 2018 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" SHALL GOVERN. ALL UTILITY INSTALLATION SHALL CONFORM TO THE LATEST EDITION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA CONSTRUCTION STANDARD SPECIFICATIONS AS PUBLISHED BY THE LEAGUE OF MINNESOTA CITIES, OR AS MODIFIED IN THE PROJECT MANUAL. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, INCLUDING THE LATEST FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. PLAN SET INDEX SHEET NO. DESCIPTION 1 TITLE SHEET 2 - 6 GENERAL LAYOUT 7 TYPICAL SECTION 8-15 MISCELLANEOUS DETAILS 16-39 MILL & OVERLAY PLANS THIS PLAN CONTAINS 39 SHEETS CITY OF Monticello THIS PLAN SET HAS BEEN PREPARED FOR: CITY OF MONTICELLO 505 WALNUT STREET, SUITE 1 MONTICELLO, MN 55362 (763) 295-2711 ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS AND ORDINANCES WILL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. wsb I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. JAMES L. STREMEL, P.E. DATE: 1/27/20 LICENSE NUMBER: 45782 SHEET WSB PROJ. NO. 014709-000 1 OF 39 CROCUS LN SEE SHEET 18� CROCUS LN SEE SHEET 18 II MEADOWS/BALBOUL/ANDERS WILHEM ESTATES AREA MARVIN ELWOOD RD SEE SHEET16 CROCUS LN x SEE SHEET 19--\/ MARVIN ELWOOD RD SEE SHEET16 \J CROCUS CIR SEE SHEET 19 Il PRAIRIE ROAD r— L -m MARVIN ELWOOD RD SEE SHEET 17 MARVIN ELWOOD RD SEE SHEET 17 I I I I I N �\ 11TY,OF Monticello o goo zoo ��-� Renno MV SCALE IN FEET wsb WSB PROJECT NO.: 014709-000 SCALE: DESIGN BY: AS SHOWN LME PLAN BY: CHECK BY: SA JLS z O Lu o> W U Q } K m Uz?o w�oz z�¢Wa z I Z U° Zwz J � �aQz� 0 �EooW W �a�om �3w�w WFaas W W o z , = H o �g o0::i 0 Lu O � J O w W a U Lu Z cf)w C) 2 w N O O U GENERAL LAYOUT SHEET 2 C.P. OF 200001 39 MEADOWS/BALBOUL/ANDERS WILHEM ESTATES AREA PRAIRIE ROAD r _ HEDMAN LN SEE SHEET 20 I � I I N l�Q c1TYOF Monticello 0 100 200 H: SCALE IN FEET wsb WSB PROJECT NO.: 014709-000 SCALE: DESIGN BY: AS SHOWN LME PLAN BY: CHECK BY: SA JLS co I I Z c I I O _ I I MARVIN ELWOOD RD SEE SHEE" 22 HEDMANLN I I 0 O� W z SEE SHEET 20 I I � z�¢Wa z F a z z J ¢ O FttOoW � Fa �Du~i w3aai W W UZ(/J = H o �g ::i 0 Lr — J I MARVIN ELWOOD RD SEE SHEET 22 Lu HEDMAN LN � TIR 1001* SEE SHEET 21 J W 1 U W Z � H I I C14 LL LU N 0 1001* I I U L — J� HEDMAN LN_ — MARVIN ELWOOD RD SEE SHEET 21 I I SEE SH =ET 23 � N l�Q c1TYOF Monticello 0 100 200 H: SCALE IN FEET wsb WSB PROJECT NO.: 014709-000 SCALE: DESIGN BY: AS SHOWN LME PLAN BY: CHECK BY: SA JLS co Z c O _ Lu 0 O� W z LLo�� m OZOp w�oz z�¢Wa z F a z z J ¢ O FttOoW � Fa �Du~i w3aai W W UZ(/J = H o �g ::i 0 0 Lu O � O J W W a U W Z � H W CD 2 C14 LL LU N 0 > o U GENERAL LAYOUT SHEET 3 C.P. OF 200001 39 MARTIN DR SEE SHEET 29� I CARDINAL HILLS AREA N 0 100 2,C11H ��N SCALE IN FEET 1, City Monticello wsb WSB PROJECT NO.: 014709-000 DESIGN BY: SCALE: ASSHOWN LME PLAN BY: CHECK BY'. r PELICAN LN SA SLS I SEE SHEET 32 ' FALCON AVE FALCON AVE BLVD ' SEE SHEET 31 i SEE SHEET 32 SCHOOLFALCON AVE — ' SEE SHEET31o _ MARTIN DR 1 Z SEE SHEET 29 1 — — — — , MARTIN DR ' IT — � SEE SHEET 30 NVASBACK III IIII _ CA- CT SEE SHEET 32 IL EIDER LN- -- zo o W SEESHEET30 w o z no�WQ _ STARLING DR _ �- o z ..� _ 1 — _ _ 1 _ - r — _ SEE SHEET 26 1 �oF-wz m rl -nil -a- _ 1 _�_ -- LLa Fn � m,W L I �3 .1 = R. — � ,lo a =oo�g I STARLING DR STARLING DR SEE SHEET 25 STARLING DR V SEE SHEET24 ( W O SEE SHEET 25 Lu J MALLARD LN I ' _ O J TANAGER CR i W SEE SHEET 27 1 I i I V I SEE SHEET 26 W 0-� i � Lu Now 0 ,- -� I I o w CD o O i MALLARD LN SEE SHEET 28 HERON CT SEE SHEET 26 I MALLARD LN �f SEE SHEET27 GENERAL LAYOUT SHEET 4 C.P. OF 2000 W 39 OAKVIEW LANE SEE SHEET 36 OAKRIDGE AREA >ui� MEADOW OAK DR � � OAK RIDGE DR SEE S OAK IDGE DR H Y / SEE SHEET 33 EET 35 - O • ' �I S / HEET 33 ' _,7� ' '= / L / I I I MEADOW OAK CT SEE SRIDGE 1 ODR SEE SHEET 35 HEET 34 1 OAKVIEW CT / SEE SHEET 34 / 1 /\ -7----� N ' o� H: --- 2Montice110 SCALE IN040 FEET Wsb, WSB PROJECT NO. 014709-000 SCALE: AS SHOWN DESIGN BY: — PLAN BY: LME SA CHECK By. JLS Z o 0 _ co W t' U � � 1 =�Z a>�zo o�zz � it ¢Wz6 2i1Z00 K Q A U K d 2 ww NWo tri UZ ooJg U W O 113 J Lu a U 2 w O N � � N> O a ~ � U GENERAL LAYOUT SHEET C.P. 5 200001 OF 39 WWTP PARKING LOT N ic 100 200 H: SCALE IN FEET (-t 11TYO1 Monticello wsb jl WSB PROJECT NO.: 014709-000 SCALE: AS SHOWN PLAN BY: SA cl) z Zg O U) Lu ry 0 z o> W U z O W � � Z ¢ ¢ z O am S C7w i�x �wz < < oz Fttp�� >ainw¢ �3wxw wFaax w a O W W o z , =om�3 oo::ig U Lu O H � W a_ W ~ Z W C) 2 C:) LLQ 04 > O DESIGN BY: LME CHECK BY: JLS O J J W U H Z 7 - LL O H U GENERAL LAYOUT SHEET 6 C.P. OF 200001 39 — 1.5" OVERLAY - FULL PAVEMENT WIDTH (TYPE SP 9.5 WEARING COURSE MIXTURE SPWEA340C) EXISTING WEAR COURSE 1" - 1.5" MILL AT CURB EDGES WITH 8' TAPER TO EXISTING SURFACE EXISTING NON -WEAR COURSE EXISTING AGGREGATE BASE 8' EDGE MILL & OVERLAY R/W �r VARIES EXISTING CURB & GUTTER -- r. PARKING $ EXISTING 4.0% MILL WIDTH GRADE R/W VARIES EXISTING CURB & GUTTER PARKING 1.5" MILL & OVERLAY - FULL PAVEMENT WIDTH (TYPE SP 9.5 WEARING COURSE MIXTURE SPWEA340C) EXISTING 4.0% EXISTING NON -WEAR COURSE GRAD EXISTING AGGREGATE BASE FULL WIDTH MILL & OVERLAY SP 9.5 WEARING COURSE SPWEA340C 2" TYPE 12.5 NON -WEARING COURSE MIXTURE SPWEB230C AGGREGATE BASE AND SUBGRADE CORRECTION AS DIRECTED BY THE ENGINEER FULL DEPTH REMOVAL WWTP PARKING LOT RECLAMATION SP 9.5 WEARING COURSE SPWEA340C 2" TYPE 12.5 NON -WEARING COURSE MIXTURE SPWEB230C AGGREGATE BASE AND SUBGRADE CORRECTION AS DIRECTED BY THE ENGINEER 66' 30'- 3P" u 11' 11' THRU VARIES THRU PARKING 8' _ r MILL WIDTH 2.0% 2.0% 8' EDGE MILL & OVERLAY 66' 30'- 31F" r• 11' 11' VARIES THRU THRU PARKING 2.0% 2.0% ------------- FULL WIDTH MILL & OVERLAY R/W 66' 30'- 31F" r' VARIES 11' 11' THRU VARIES EXISTING CURB & GUTTER PARKING THRU PARKING EXISTING 4.0% GRADE 2.0% 2.0% FULL DEPTH REMOVAL R/W V 4.0% EXISTING ----------- GRADE R/W r. 4.0% _ EXISTING _ .. GRADE R/W r 4.0% EX)STING _ ............. GRADE CITY OF Monticello w s b -A' WSB PROJECT NO.: 014709-000 SCALE: DESIGN BY: AS SHOWN LME PLAN BY: CHECK BY: SA JLS TYPICAL SECTIONS SHEET 7 C.P. OF 200001 39 Z o o U Lu � o d z o> w UZ7p w5oz < zw<ww w Z w aYa ow w Z =w=wz a~ azw Zo 2 W p w ~ a vN H F ¢ o 1w _ 0i2i2 � m ,n YV wzww w�8. .00L3 0 H w O O J W W 0_ U Lu �c/) z Lu CD C"i2 LL LU 0 N > r ~ 0- U 2 TYPICAL SECTIONS SHEET 7 C.P. OF 200001 39 il ....IIALNE BOXES NOT TMEEI GONR nORG E%PENBE T 5%e ' MIEN �COURGE GME"' WARFRAME CASTING AND GATE VALVE NOT ON CENTERLINE COURSE GRADE wECR 2.� 2 W1L FRAME 9\ CASTING ON CENTERLINE Standard Plate Library City of Monticello CURB ET R NC AN, RB 80% PLAN Title` Adjustment of Standard Frame and Cover Date: 03-05 Plate No. RI.rI..Lt:03-15 1003 4::ndarl Plate Library City of Monticello C Standard Catch Basin Date: 03-05 Plate No. R°"8e :03-17 4002 i s/B• MM BITUMINOUS BASE COURSE ADJUSTMENT DETAIL IMMOBWNu£xT E INBEER APDROVED 1 I INMINOUS wFA,t C.'.'E 6/W xwx exuMlxaJs xOx-wrw COURSE CAST WON OR USTMENT RING l ND OR ENGINEER APPROVEAND D EQUAL ROM 1 TH� HEIGHT OF THE GAG1` IRON OR DUCTIOE IRON ADJUSTMENT RING IN BITUMINOUS WEAR COURSE A S==EIsfl6RERQUEo I10MUSTMENT RINGS Mc UGNG iASOR a waEREA_s ADJUSTMENT DETAIL TitI°: Metal Casting Ring Standard Plate Library Adjustment Detail City of Monticello 03-08 Plate No. R-ised:03-15 1004 A O A O PLAN %ff MUCH D"ACURB - N-T -V MANHOUE 10 CCLDe QxORE E CRRETEX D:IxG E II IGH 24. SB g' ve,(ttPl v AND PIPE cONNEcOox $ SAB Dau OR AND BABI To PRD�EO Q NOTES_ FGRM A S SECTION 16E C ro UT L To BE TED WHERE UDD GRSPACES I % ST E CON— 11 DARD P— aoDBL I Title: Standard Plate Library City of Monticello Catch Basin Manhole Date: 03-05 Plate No. Rewaed:03-17 4003 F� DER CURG M PA,~CK ARE U 6, i, PUMPER COINAFTER EACK ¢T >i m GPEaFIEDry 'NAGO �FlxISNED GRADe oR GUT,ER urvEw TERMMx NNIMQM QFPoCYEE 1 . B � REQDIRED ERM M'DRPNi fILIDEEO ' rck \Wrt m �-U, � Vw�=�D ProR xD G� OR PROVED EQUAL US 2 TIE RODS AND FROM `PR ECAST GPEC FlED (161 ,6 . 61 TEE oN WATER.. TO VUVE mle: Standard Plate Library Typical Hydrant City of MonticInstallation ello Date: 03-05 Plate No. RevTeea`03-15 2001 / s e/cel BITUMINOUS SURFACE AGGREGATE BASE 1.511 41.511 GRANULAR SUBGRADE 1= 4. CD 4" PERFORATED P.E.PIPE WITH FABRIC (TYPICAL) ENCASED WITH COARSE AGGREGATE(MNDOT 3149.2H). INSTALL WHERE CLAY SOILS ARE ENCOUNTERED IN THE ROADWAY SUBGRADE, LOW POINTS IN ROADWAY OR AS DIRECTED BY THE ENGINEER. Tin.: Perforated P.E. Pipe Standard Plate Library With Fabric City of Monticello Date: 03-05 Plate No. "'M"a:03-15 4006 ai G OASTING ADJUSTING RINGS 4" MIN - 12" MAS STPNDARD FRAME& COVER IN Ewm°Rw°'i'cROiur°rerEOGEEAAL)� (Roaownr SURFACE SEE MDDOT STANDARD PLATE 4020 GOR COVER REOUIREMENTS WALL CONSTRUCT PRECAST PIPE, E%CEIONPTSHALL 48"BE CLASS II DIA MAY BE PSiM C 418 CONCRETE PIPE. SEE DCOT STANDARD 8" CAST -IN-PLACE PLATE 3000 (NO TONGUE OR GROOVE AT TOP o >E ® CONCRETE OR BOTTOM OF THIS SECTION). CAST-IN-PIACE CONCRETE OR MASONRY CONSTRUCTION 4' TO 10' yR (BRICK OR BLOCK) ALLDWED ONLY IF APPROVED i�FFo BY ENGINEER cm" CONCRETE DOGHOUSE REQUIRED ON OUTSIDE AND INSIDE OF STRUCTURE OU D PIPE CONNECTION C STRUCTURE— S" POURED CONCRETE WE, FOR ALTERNATE PRECAST CONCRETE WE SEE MDDOT STANDARD PATE 4011 (MODIFY DIAMETER AND 2" RAISED AREA TO FIT REQUIRED DMMETER. Q1 REFER TO STANDARD PLANS FOR HEIGHT AND DIAMETER REOUIRED. Q2 MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS- -PF A INDUSTRIAL INC) CONFORMING TO ALL OSHA REGULATIONS ANO © MINIMUM STEEL REINFORCEMENT © EQUrvPLENT STEEL AREA IN WIRE MESH M Y BE USED © GENERAL DIMENSIONS FOR CONCRETE APPLY TO BRICK AND CONCRETE MASONRY UNIT CONSTRUCTION ALSO, E%CEPT AS NOTED. 12 MINIMUM FOR PRECAST, 3 BRICKS OR 1 BLOCK MIN MUM GOR MASONRY CONSTUCTION © REINFORCEMENT AS PER MDDOT SPEC 3301. GRADE CO. A:ndarl Plate Library Cy of Monticello CITY OF Monticello wsb WSB PROJECT NO.: 014709-000 SCALE: DESIGN BY: AS SHOWN LME PLAN BY: CHECK BY: SA JLS Z 0 O Q OR - PILASTERED MANHOLE CATCH EXTERIOR OR \ BASIN - CATCH DM BASIN LU SEWER BRICK (MDOOT SPEC 3616) BLOCK Standard Manhole for Storm Sewer Date. 03-05 Plot. No. ReKBed 03-17 4001 12' ON 11D DO OR E ,o F E, ® NAG s MOD B r DDRB w GD ER ¢ IEED "IM))cx oR ES O I ,Kz :`MrvDDT 23G, MNGDG w�RrvG coDRSE s �2V ERE�� (MODIFIED) W �IxG QQ GE 62" ,o 21 GDEGTRAN 0 P CT G � ADE(RB" FIND G RB) MIDIBUM —1 AND C TYPICAL SECTION URBAN RESIDENTIAL 0 2 ILI OF GDD TD BE PMDED BEHIND GBRB AND GIDE —/IRAL I§ TUSEANDMICES ® Asp RUIN iH N NN w R EET WETH M BE O D RUGGRAD Or III F— FOR DENA. Tiue: Standard Plate Library Typical Street Residential (Minor) City of Monticello Date: 03-05 Plate No. R°':03-17 5002 0 0 o' w a¢ a, Uz7] W z 00 D_K¢� zwM'W� ¢M—ZO CL! macDwo N�=wz ¢aQzw xwwz-ww CEO'.. �i rnmwF �¢irpN OK7aH YOn°wu wWWW3 =003 U LY � [Y LU f^ L L V ) C/) z 0 LU N LU > O J J W U_ H CZ G LL O U MISCELLANEOUS DETAILS SHEET 8 C. P. OF 200001 39 I/- , PER R 2-0 MODIFIED DESIGN "D"DAM) RPRIME & BOX II o' Owl u 6 R sale 1111 a cuTan F....; \.:NOWT ....I L Mo Icx b' coxae `- e6ta a,1T Rm(,°�IUL. IEE A1a.� PLAN Y � `x rox Mo11BEo 1Esl1x o DDR.unEn O Q a1611 D �X`J EAOH SIDE OF WE CENTER OF WE CASTRIX rue: Standard Plate Library Concrete Curb & Gutter City of Monticello at Catch Basin a 03-05 Plate No. .it: 03-15 5004 CONTRACTION JOINTS L12" GRANULAR BORROW OR 6" CLASS 5 4" OR 6" CONCRETE WALK BOULEVARD WIDTH VARIES(AVERAGE 8') SIDEWALK DIMENSIONS WIDTH - 6' DEPTH - 6" FOR NEW DEVELOPMENTS - '4" MINIMUM FOR EXISTING AREAS, 6" AT DRIVEWAYS AND CROSSWALKS GRANULAR BORROW DEPTH - 12" GRANULAR BORROW OR 6" CLASS 5 CONTRACTION JOINTS - 6' INTERVALS EXPANSION JOINTS - 60' INTERVALS (APPROX.) 'MATCH EXISTING DEPTH, 4" MINIMUM INSTALL PEDESTRIAN CURB RAMPS AT ROADWAY INTERSECTIONS Tale: Standard Plate Library Typical Sidewalk City of Monticello Date: 03-05 Plate No Re"iaed:03-17 5012 SAME =`°Pops RDADI,A .FGRM6 MY 6E TRTED) REVERSE SLOPE GUTTER SECTION DIVIDER PLATE 3 1/2 �LOPE - 6 / si%a'/Fr 1 A.N�2' ,.�RDR/ Q 0� �1R DNE M�� r MIEST ro 'A' OF SLOPE Is PERMInEo. THE FORM 8612 CONCRETE CURB & GUTTER OD -9; zI T Fr Acus UrestziB612) DIVIDER PLATE n'R T1 a� /2 11:' O' Fr/Fri LOFE 3/1/FT IN µ o SLOPER E 05? PEC TI NORMAL. DUNLESS too x MAY 1E 1ILTEoSLOPE PERMIrreO. THE FGRM B618 CONCRETE CURB & GUTTER CONCRETE - 1T REFERENCENCRETE cuvDs/ (8118)11616) D/s . /PER Fr LINE , I Io2 . R 2_D , MODIFIED DESIGN "D" CURB & GUTTER Tale: AStandard Plate Library Concrete Curb & Gutter for Streets _ City of Monticello 03-05 Plate No. ' — Reaaed:03-15 5005 Typical Traffic Sign Standard Plate Library Installation City of Montirale:cello Date: 03-05 Plate No. A Revieeda03-17 5016 ig VXREE MED CONCRETE eolxr SFAiER 6 0 6 o RSD TDI SEA.D.-TIRST -MED DO RETE -RT 6EAER PLAN .EXE EXI OR WE STEET TO OF USED WIIEN "MEWAI 'LAS IS NOT MARE PROPOSED RED i8COUND Txxolcx TxE NT IX OR SECTION LT °F cGRe oM mac% Standard Plate Library City of Monticello SPECIAL NOTE: SPECIAL ATTENTION SHALL BE PAID WHEN INSTALLING DRIVEWAYS TO NOT UNDERMINE OR DAMAGE EXISTING SIDEWALKS. Title: Residential Driveway Entrance Date: 03-05 Plate No. ':0,3-175007 3" OF 1- 1R/2" ROCK / 6" CRUSHED CONCRETE OR / APPROVED EQUIVALENT / / TAPER — DEPTH AND WIDTH SIDEWALK N 10' CURB & GUTTER L-3" OF 1-1/2' ROCK OR 6" CRUSHED CONCRETE rue: Residential Gravel C.— TRAFFIC SIGN SPECIFICATIONS City of Monticelloa MATERIAL. 3�/F7 TALUMINUM SHALL BE 505ON 38 OR 6061 -TI ALLOY. GAUGE SHALL BE: .OSu ON THE LONGEST SIDE ° UP TO 30" ° .100 ON THE LONGEST SIDE OVER 30" ppp REFLECTING SHEETING SHALL BE DIAMOND GRADE. 3#/FT ALL SIGNS CONFORM TO SECTIONS 2564 AND 3352, SIGNS AND MARKERS STANDARD SPECIFICATIONS FOR TI Typical Concrete HIGHWAY CONSTRUCTION. i Valley Gutter o , CHANNEL POST SPECIFICATIONS Date: Plate No. GALVANIZED STEEL CHANNEL POSTS SHALL o BE USED, 2.5 LB/FT POSTS SHOULD BE - USED THAT ARE PUNCHED ON 1" CC GALVANIZED POSTS SHALL BE OF THE 4 -RIB DESIGN. POSTS ARE TO BE 7 FEET IN HEIGHT BETWEEN BOTTOM OF SIGN AND FINISHED GROUND. BOLTS, NUTS, AND WASHERS HARDWARE SHALL BE GRADE 5 MINIMUM AND BE GALVANIZED OR CADMIUM PLATED. Typical Traffic Sign Standard Plate Library Installation City of Montirale:cello Date: 03-05 Plate No. A Revieeda03-17 5016 ig VXREE MED CONCRETE eolxr SFAiER 6 0 6 o RSD TDI SEA.D.-TIRST -MED DO RETE -RT 6EAER PLAN .EXE EXI OR WE STEET TO OF USED WIIEN "MEWAI 'LAS IS NOT MARE PROPOSED RED i8COUND Txxolcx TxE NT IX OR SECTION LT °F cGRe oM mac% Standard Plate Library City of Monticello SPECIAL NOTE: SPECIAL ATTENTION SHALL BE PAID WHEN INSTALLING DRIVEWAYS TO NOT UNDERMINE OR DAMAGE EXISTING SIDEWALKS. Title: Residential Driveway Entrance Date: 03-05 Plate No. ':0,3-175007 3" OF 1- 1R/2" ROCK / 6" CRUSHED CONCRETE OR / APPROVED EQUIVALENT / / TAPER — DEPTH AND WIDTH SIDEWALK N 10' CURB & GUTTER L-3" OF 1-1/2' ROCK OR 6" CRUSHED CONCRETE F L 0 W EXPANSION JOINT - (TYPICAL) REMOVE CROWN TYPE 136 CONCRETE IN 50' CURB & GUTTER GUTTER OT �A FLOW 6 Monticello IR CITY OF wsb WSB PROJECT NO.: 014709-000 SCALE: DESIGN BY: AS SHOWN LME PLAN BY: CHECK BY: SA JLS B-618 - 3' WIDE rue: Residential Gravel Standard Plate Library Construction Entrance City of Monticelloa e: Plate No. 03-05 Re"iaed.03-15 6001 SLOPE 3/4 "/FT. m Z0 F L 0 W EXPANSION JOINT - (TYPICAL) REMOVE CROWN TYPE 136 CONCRETE IN 50' CURB & GUTTER GUTTER OT �A FLOW 6 Monticello IR CITY OF wsb WSB PROJECT NO.: 014709-000 SCALE: DESIGN BY: AS SHOWN LME PLAN BY: CHECK BY: SA JLS B-618 - 3' WIDE 3 MIN B-624 - 4' WIDE SLOPE 3/4 "/FT. m Z0 SECTION A -A - O LU TI Typical Concrete 0 z *St�andardPlate Library Valley Gutter o , City of Monticello Date: Plate No. 03-05 '""':03-15 5009 9 o W -1 UL, oo° a.K¢❑ wo ZwaW� ¢2-ZO am a CDw N❑=wz H ow ❑ 03 z ¢aQZLL =ir Zpo .E DO �i n m w GO �¢KON OK7aH EXISTING CURB Y O N W LL OVERFLOW IS li OF THE CURB BO% HEIGHT u1 w U Z rn CC w w 3 (C!000000000 =05-1 BLAB U WIMCO ROAD DRAIN CG -23' HIGH FLOW W TE OR CITY APPROVED EQUAL. INLET PROTECTION CURB AND G4HIGH-F— IS X OF BOX HEIGHT O � N ERFLOW AT TOP OF TER ASSEMBLY W l� URB W f:1 NV / Z uJ 11' O G C) LTER ASSEMBLY \W\ N IAMETER. " ON -GRADE ' AT LOW POINT O ABRIC ' FOR THE NEW R -3290 -VB STANDARD CASTING,INSTALL WIMCO ROAD DRAIN CG -3290 OR CITY APPROVED EQUAL ^ L"L C C Tal°' MISCELLANEOUS Inlet Protection Standard Plate Library Catch Basin Insert DETAILS City of Monticello 03-07 Plate No. ReNeed:03-15 6004 SHEET 9 C. P. OF 200001 39 S o /FLIARE � FLOARE N BACK OF CURB FLOW LINE O 01. 0„ O FRONT OF GUTTER W A PERPENDICULAR uj o A 0 NON -WALKABLE OR S NON -WALKABLE OR WALKABLE SURFACE 4 O WALKABLE SURFACE FLARE FLARE I I O ® O" 0" ® O A TIERED PERPENDICULAR c a I 5 O O" O" O 0 cj PARALLEL m CURB ORVAR. _ 4'0" MIN. _ CURB AND GUTTE j RAMP - REQUIRED LANDING a 1/4" R. — Q, a0.02 FT./FT. MAX. a ° o17 6" > 0.05 FT./FT. AND CONCRETE A --0.083 FT./FT PREFERRED a o WALK a SECTION A -A PERPENDICULAR/TIERED/DIAGONAL o ti CURB OR `i o CURB AND GUTTER VAR, _ 4'0" MIN. _ o W 1/4 R RAMP REQUIRED LANDING ° A . a0.02 FT./FT. MAX. o�>0.0 CONCRETE 2 FT./FT.AND 1 J ti WALK 5 0.05 FT./FT PREFERRED Q STRAI MAY co 3" SECTION B -B 4'0" MIN. - I FANREQUIRED LANDING 1/4" R. o ° a o REVISION: CURB OR CURB AND GUTTER CONCRETE 0.02aFT./FT.MAX. APPR(VED:JANUARY 23, 2017 WALK \j\'` SECTION C -C {----- PARALLEL/DEPRESSED CORNER OPERATIONS ENGINEER ❑0 01 3" FAN 10 MODIFIED FAN to USED WHEN RIGHT-OF-WAY IS CONSTRAINED DEPRESSED CORNER W W J J m[OW Q Q U 3 3 3 J Z � tr P zo j O 2% MAX. WALK S 8%-10% FLARE OOil NON -WALKABLE OR WALKABLE DIAGONAL SURFACE 2% MAX. 0" SHALL ONLY BE USED AFTER ALL Q- OTHER CURB RAMP TYPES HAVE BEEN EVALUATED AND DEEMED IMPRACTICAL 8%-10% 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. 1/41, DEEP VISUAL JOINTS SHALL BE USED AT THE TOPS OF CONCRETE FLARES ADJACENT TO WALKABLE SURFACES - ALL GRADE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL. THUS BOTH SIDES OF A SLOPED WALKING SURFACE MUST BE EQUAL LENGTH. (EXCEPT AS STATED IN © BELOW. TO ENSURE 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). TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE. WHEN THE BOULEVARD IS 41 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 REQUIRED 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 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. O1 MATCH FULL HEIGHT CURB. Q2 4' MINIMUM DEPTH LANDING REQUIRED ACROSS TOP OF RAMP. O 3" HIGH CURB WHEN USING A 3' LONG RAMP, 4" HIGH CURB WHEN USING A 4' LONG RAMP. O4 SEE SHEET 4 OF 6, TYPICAL SIDE TREATMENT OPTIONS, FOR DETAILS ON FLARES AND RETURNED CURBS, WHEN INITIAL LANDING IS AT FULL CURB HEIGHT. QS DETECTABLE WARNINGS MAY BE PART OF THE 4'X 4'MIN.LANDING AREA IF IT IS NOT FEASIBLE TO CONSTRUCT THE LANDING OUTSIDE OF THE DETECTABLE WARNING AREA. © THE GRADE BREAK SHALL BE PERPENDICULAR TO THE BACK OF WALK. THIS WILL ENSURE THAT THE GRADE BREAK IS PERPENDICULAR TO THE DIRECTION OF TRAVEL. (TYPICAL FOR ALL) O7 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 & ICE REMOVAL. 8 A T'MIN TOP RADIUS GRADE BREAK REQUIRED TO BE CONSTRUCTIBLE. 9 PAVE FULL WALK WIDTH. OO "S" SLOPES ON FANS SHALL ONLY BE USED WHEN ALL OTHER FEASIBLE OPTIONS HAVE BEEN EVALUATED AND DEEMED IMPRACTICAL. LEGEND THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED. INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN AND THE CROSS SLOPE SHALL NOT EXCEED 2.0%. INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. ®LANDING AREA - 4'X 4'MIN.(5'X 5' MIN. PREFERRED) DIMENSIONS AND MAX 2.0% SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS. X" CURB HEIGHT W"A% I STANDARD PLAN 5-297.250 I 1 OF 6 APPROVED: 1-23-2017 MINNeSOTA /I REVISED: DEPARTMENT / OF I DES TRANSPORTATIOSTASTATE PROJ. N0. N STATE DES ENGINEER PEDESTRIAN CURB RAMP DETAILS ril 6 IR MonticelloCITY OF wsb WSB PROJECT NO.: 014709-000 SCALE: DESIGN BY: AS SHOWN LME PLAN BY: CHECK BY: SA JLS 6 U LU O LU 0_ LU W l�~/'� Z vJ Lu O G N LU > C� G O J J LU U_ z 2 LL O U MISCELLANEOUS (T.H. ) SHEET NO. OF SHEETS DETAILS SHEET 10 C. P. OF 200001 39 WALKABLE SURFACE F 6 2' MAX 02 0'1 / O7[+S j 0 O 8 S NON -WALKABLE ® SURFACE A l 33 A?�,��S 0 O _ 2 BACK OF CURB OO X99 0" 5' MAX FLOW LINE Fo 10 O FRONT OF GUTTER COMBINED DIRECTIONAL OO 8% TO 10% SLOPE DIRECTIONAL RAMP WALKABLE FLARE 10 GRADE 5'MAX GRADE BREAK NON -WALKABLE SURFACE TRAMP BREAK RAMP Q1 MAX. 2.0% SLOPE MAX. 2.07 SLOPE 13 IN ALL DIRECTIONS 0" 13 IN ALL DIRECTIONS S O7 0.. 0.. RZ - 13 3 Oll p O 11 IF NON -CONCRETE BLVD. IS CONSTRUCTED AND IS 11 LESS THAN 2'IN WIDTH AT TOP OF CURB TRANSITION,PAVE CONCRETE RAMP WIDTH TO DETECTABLE WARNING PLACEMENT WHEN ADJACENT BACK OF CURB. SETBACK CRITERIA IS EXCEEDED O STANDARD ONE-WAY DIRECTIONAL OO D— RAMP NON -WALKABLE OR WALKABLE SURFACE O 0" BACK OF CURB 0" FLOW LINE D ,FRONT OF GUTTER ONE-WAY DIRECTIONAL WITH DETECTABLE WARNING AT BACK OF CURB 1.0% MIN. 2,0% MAX VAR. RAMP i O 6" CONCRETE WALK Y2.07'3.0% GUTTER SLOPE SECTION D -D CURB FOR DIRECTIONAL RAMPS 14 REVISION: APPR(VED:JANUARY 23, 2017 \j\-'��Jal` (---- OPERATIONS ENGINEER 6" CONCRETE WALK 3" MINIMUM CLASS 5 AGGREGATE BASE °v TYPICAL SIDEWALK SECTION WITHIN INTERSECTION CORNER NOTES: LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE (PAR)CHANGES DIRECTION, AT THE TOP OF RAMPS THAT HAVE RUNNING SLOPES GREATER THAN 5.0%, AND IF THE APPROACHING WALK IS INVERSE GRADE. INITIAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN 15'FROM THE BACK OF CURB, WITH 61 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 WHEN THE LONGITUDINAL SLOPE IS GREATER THAN 5.0%. CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS WITHIN THE PAR. 1/41, DEEP VISUAL JOINTS SHALL BE USED AT THE TOP GRADE BREAK OF CONCRETE FLARES ADJACENT TO WALKABLE SURFACES. ALL GRADE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL. THUS BOTH SIDES OF A SLOPED WALKING SURFACE MUST BE EQUAL LENGTH. TO ENSURE INITIAL RAMPS AND INITIAL LANDINGS ARE PROPERLY CONSTRUCTED, LANDINGS SHALL BE CAST SEPARATELY. FOLLOW SIDEWALK REINFORCEMENT DETAILS ON SHEET 6 AND THE ADA SPECIAL PROVISION (PROSECUTION OF WORK). TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE. WHEN THE BOULEVARD IS 4'WIDE OR LESS, THE TOP OF CURB TAPER SHALL MATCH THE RAMP SLOPES TO REDUCE NEGATIVE BOULEVARD SLOPES FROM THE TOP BACK OF CURB TO THE PAR. ALL RAMP TYPES SHOULD HAVE A MINIMUM 3'LONG RAMP LENGTH. 4'MINIMUM WIDTH OF DETECTABLE WARNING IS REQUIRED FOR ALL RAMPS. DETECTABLE WARNINGS SHALL CONTINUOUSLY EXTEND FOR A MIN. OF 24" IN THE PATH OF TRAVEL. DETECTABLE WARNING TO COVER 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 DETECTABLE WARNINGS SHALL BE SETBACK 3" MINIMUM TO 6" MAXIMUM FROM THE BACK OF CURB. SEE NOTES ®0 & 11 FOR INFORMATION REGARDING RECTANGULAR DETECTABLE WARNING PLACEMENT. Q1 MATCH FULL CURB HEIGHT. Q2 3" HIGH CURB WHEN USING A 3' LONG RAMP 4" HIGH CURB WHEN USING A 4'LONG RAMP. O3 3" MINIMUM CURB HEIGHT (5.5' MIN. DISTANCE REQUIRED BETWEEN DOMES) 4" PREFERRED (7' MIN. DISTANCE REQUIRED BETWEEN DOMES). Q4 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. OS WHEN USING CONCRETE PAVED FLARES ON THE OUTSIDE OF DIRECTIONAL RAMPS, AND ADJACENT TO A WALKABLE SURFACE, DIRECTIONAL RAMP FLARES SHOULD BE USED. SEE THE DETAIL ON THIS SHEET. © GRADING SHALL ALWAYS BE USED WHEN FEASIBLE.V CURB, IF USED, SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS.WHEN ADJACENT TO PARKING LOTS,CONCRETE OR BITUMINOUS TAPERS SHOULD BE USED OVER V CURB TO REDUCE TRIPPING HAZARDS AND FACILITATE SNOW & ICE REMOVAL. Q7 MAX. 2.0% SLOPE IN ALL DIRECTIONS IN FRONT OF GRADE BREAK AND DRAIN TO FLOW LINE. SHALL BE CONSTRUCTED INTEGRAL WITH CURB AND GUTTER. ® 8% TO 10% WALKABLE FLARE. Q9 PLACE DOMES AT THE BACK OF CURB WHEN ALLOWABLE SETBACK CRITERIA IS EXCEEDED. OO FRONT EDGE OF DETECTABLE WARNING SHALL BE SET BACK 2'MAXIMUM WHEN ADJACENT TO WALKABLE SURFACE,AND S'MAXIMUM WHEN ADJACENT TO NON -WALKABLE SURFACE WITH ONE CORNER SET 3" FROM BACK OF CURB.A WALKABLE SURFACE IS DEFINED AS A PAVED SURFACE ADJACENT TO A CURB RAMP WITHOUT RAISED OBSTACLES THAT COULD MISTAKENLY BE TRAVERSED BY A USER WHO IS VISUALLY IMPAIRED. 11 RECTANGULAR DETECTABLE WARNINGS MAY BE SETBACK UP TO 9" FROM THE BACK OF CURB WITH CORNERS SET 3" FROM BACK OF CURB. IF 9" SETBACK IS EXCEEDED USE RADIAL DETECTABLE WARNINGS. 12 FOR DIRECTIONAL RAMPS WITH THE DETECTABLE WARNINGS PLACED AT THE BACK OF CURB,THE DETECTABLE WARNINGS SHALL COVER THE ENTIRE WIDTH OF THE WALK/PATH.THIS ENSURES A DETECTABLE EDGE AND HELPS ELIMINATE THE CURB TAPER OBSTRUCTING THE PATH OF PEDESTRIAN TRAVEL. 13 THE CONCRETE WALK SHALL BE FORMED AND CONSTRUCTED PERPENDICULAR TO THE BACK OF CURB. MAINTAIN 3" BETWEEN EDGE OF DOMES AND EDGE OF CONCRETE. 14 TO BE USED FOR ALL DIRECTIONAL RAMPS,EXCEPT WHERE DOMES ARE PLACED ALONG THE BACK OF CURB. LEGEND THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED. INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN AND THE CROSS SLOPE SHALL NOT EXCEED 2.0%. INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. ®LANDING AREA - 4' X 4' MIN. (5'X 5' MIN. PREFERRED) DIMENSIONS AND MAX 2.0% SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS. X" CURB HEIGHT mll STANDARD PLAN 5-297.250 I 2 OF 6 APPROVED: 1-23-2017 MINN@SOTArTATE REVISED: DEPARTMENTOF )TRANSPORTATION SDES) ENGINEER I STATE PROJ. NO. PEDESTRIAN CURB RAMP DETAILS (T.H. ) SHEET NO. OF SHEETS ril 6 IR MonticelloCITY OF wsb WSB PROJECT NO.: 014709-000 SCALE: DESIGN BY: AS SHOWN LME PLAN BY: CHECK BY: SA JLS Z s O o W w zz H W O � J O W W 0_ U W �0 z W O LL N LU 0 > CC ~ U MISCELLANEOUS DETAILS SHEET 11 C. P. OF 200001 39 Oo N c W h Lu W ti 0 FRONT OF GUTTER INSET A \\\y OO OT BACK OF CURB/ /-1/4" �FLOW LINE EDGE OF WALK 2-5 i 4 4 A. o' 7' :a d 1/4" 24" 8-12" ' PERPENDICULAR Q INSET B VAR. RAMP 46" CONCRETE WALK PROJECTED _ BACK OF CURB/ FRONT OF GUTTER FLOW LINE 1/4"EDGE OF WALK ° � 1/4" OO 5% MAX. .°, 7 E�:o �° I° 24" 8-12" -- I � INSET B c, OUTFLOW GUTTER a r w a 0 z 0 r 0 INSET A FRONT OF GUTTER O O BACK OF CURB/ FLOW LINE EDGE OF WALK 4 4 2-3 i Q 7 1/4" o° IT'S 24" _ _ 8-12" _I NON PERPENDICULAR O PEDESTRIAN ACCESS ROUTE CURB & GUTTER DETAIL / 1/4" MIN. TO 1/2" MAX. o� 1. v INSET A 1:3 MIN. TAPER 1:5 PREFERRED TAPER (UPSTREAM SIDE) HOLD TANGENT 5' PAST OUTSIDE ZERO / SMALL 2'-10'T w w 20' MAX. RECOMMENDED r TO NOT AFFECT PARKING r w w � / o r N —z w HOLD TANGENT 5' o 0 PAST OUTSIDE ZERO v 'n w 1:3 MIN. TAPER o (DOWNSTREAM SIDE , ADA CURB EXTENSION WITH COMPOUND RADIUS (BUMP OUT)11 DIRECTION OF TRAFFIC REVISION: MAIN STREET APPR(VED:JANUARY 23. 2017 - OPERATIONS ENGINEER INSET A FRONT OF GUTTER BACK OF CU ® FLOW LINE EDGE OF WALK/ 1/4" 4 4 i 3. Q TT'0 ° 1/4" _ 24" 8-12" _ FOR CURB MACHINE PLACEMENT AROUND RADIUS (REGARDLESS OF RAMP TYPE) MILL VERTICAL O & O EDGE EXISTING BIT. 2" BITUMINOUS PAVEMENT MILL & PATCH o::O c aaas °..a.s.a .Q.a d. . o 24" MIN. .. o. SAWCUT BIT. VARIABLE DEPTH PAVEMENT CONCRETE BASE EXISTING BIT. 2" BIT. PATCH PAVEMENT O & 0 ::Oo. 24' MIN. ONLY ALLOWED PER ENGINEER'S APPROVAL .7 COMBINED DIRECTIONAL OD (COMPOUND RADIUS) 1 J 0 13 e ^d so I 0 ° a z G ^ G ^ in OPTIONAL SILL CURB WHEN SIDEWALK IS AT BACK OF CURB CONCRETE SILL TO BE USED ONLY WHEN SPECIFIED IN THE PLAN. SAWCUT BIT. PAVEMENT OS & O4 EXISTING BIT. REMOVE & REPLACE PAVEMENT BIT. PAVEMENT -. o.D ..p o Do <: 24" MIN. o ° SAWCUT CONCRETE PAVEMENT EXISTING CONCRETE PAVEMENT 4 o. o t/2 °.a'4°,a °,N q :ea: w. 9., n v PAVEMENT TREATMENT OPTIONS IN FRONT OF CURB & GUTTER FOR USE ON CURB RAMP RETROFITS NOTES: POSITIVE FLOW LINE DRAINAGE SHALL BE MAINTAINED THROUGH THE PEDESTRIAN ACCESS ROUTE (PAR)AT A 2% MAXIMUM. NO PONDING SHALL BE PRESENT IN THE PAR. ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE SHALL NOT BE GREATER THAN 1/4 INCH. Q1 FOR USE AT CURB CUTS WHERE THE PEDESTRIAN'S PATH OF TRAVEL IS ASSUMED PERPENDICULAR TO THE GUTTER FLOW LINE.RAMP TYPES INCLUDE: PERPENDICULAR, TIERED PERPENDICULAR, PARALLEL, AND DIAGONAL RAMPS. Q2 FOR USE AT CURB RAMPS WHERE THE PEDESTRIAN'S PATH OF TRAVEL IS ASSUMED NON PERPENDICULAR TO THE GUTTER FLOW LINE.RAMP TYPES INCLUDE:FANS & DEPRESSED CORNERS. Q3 BEGIN GUTTER SLOPE TRANSITION 10 -OUTSIDE OF ALL CURB RAMPS. Q4 THERE SHALL BE NO VERTICAL DISCONTINUITIES GREATER THAN 1/4". QS ELEVATION CHANGE TAKES PLACE FROM THE EXISTING TO NEW FRONT OF GUTTER. PATCH IS USED TO MATCH THE NEW GUTTER FACE INTO THE EXISTING ROADWAY. © VARIABLE WIDTH FOR DIRECTIONAL CURB APPLICATIONS. SEE SHEET 2 FOR DIRECTIONAL CURB SLOPE REQUIREMENTS. Q7 TOP FRONT OF GUTTER SHALL BE CONSTRUCTED FLUSH WITH PROPOSED ADJACENT PAVEMENT ELEVATION. TOP 1.5" OF THE GUTTER FACE MUST BE A FORMED EDGE. PAR GUTTER SHALL NOT BE OVERLAID. ® SHOULD BE USED AT VERTICALLY CONSTRAINED AREAS WHEN AT A DRAINAGE HIGH POINT OR SUPER ELEVATED ROADWAY SEGMENTS. Q9 DRILL AND GROUT NO.4 EPDXY-COATED 18" LONG TIE BARS AT 30" CENTER TO CENTER INTO EXISTING CONCRETE PAVEMENT 1'MINIMUM FROM ALL JOINTS. QO HELPS PROVIDE TWO SEPARATE RAMPS°REDUCES THE DOME SETBACK LENGTH AND MINIMIZES DIRECTIONAL CURB. THIS RADIUS DESIGN CLOSELY FOLLOWS THE TURNING VEHICLE PATH WHILE OPTIMIZING CURB RAMP LENGTH. 11 CURB EXTENSIONS SHOULD BE USED IN VERTICALLY CONSTRAINED AREAS°USUALLY IN DOWNTOWN ROADWAY SEGMENTS WHERE ON -STREET PARKING IS AVAILABLE.CURB EXTENSIONS SHOULD BE CONSIDERED FOR APS INTERSECTIONS WHERE SPACE IS LIMITED. PUSH BUTTONS MUST MEET APS CRITERIA AS DESCRIBED IN THE PUSH BUTTON LOCATION DETAIL SHEET. 12 PLACE BOND BREAKER BETWEEN WALK AND TOP OF SILL. Q3 1/2" PREFORMED JOINT FILLER PER MNDOT SPEC.3702. Q4 DIMENSION TO BE SAME AS SIDEWALK THICKNESS,4" MIN. milSTANDARD PLAN 5-297.250 I 3 OF 6 APPROVED: 1-23-2017 MINN@SOTAI p(�A REVISED: DEPARTMENT ��1� TRANSPORTATION STATE DESI ENGINEER I STATE P R 0 J. NO. PEDESTRIAN CURB RAMP DETAILS ril 6 IR MonticelloCITY OF wsb WSB PROJECT NO.: 014709-000 SCALE: DESIGN BY: AS SHOWN LME PLAN BY: CHECK BY: SA JLS in Z s O GO > o W w zz U L1J O LU 0_ NLLJ 0 L.L �z Lu 0 N LU > C� G MISCELLANEOUS (T.H. ) SHEET NO. OF SHEETS DETAILS C. P. 200001 SHEET 12 OF 39 LANDING WALKABLE -----' WALKABLE FLARE FLARE RAMP WALKABLE v WALKABLE SURFACESURFACE 5-10% 8-10% ONCRETE F CONCRET o FLARE FLARE N Q, 2 2 o PAVED FLARES Lu ADJACENT TO WALKABLE SURFACE ti LANDING 0 NON -WALKABLE RAMP NON -WALKABLE SURFACE SURFACE 1:6 116 CONCRETECONCRETE FLARE m FLARE V MINIMUM �I �I T1 2 r --o- I`�-o�'I--o- 2 PAVED FLARES ADJACENT TO NON _WALKABLE SURFACE 0 a LANDING I c RAMP NON -WALKABLE / NON -WALKABLE SURFACE / SURFACE /1.6 1:6 GRADEDGRADED ./FLARE m FLARE 0 2 3 1 3 2 0 m 3 GRADED FLARES m LANDING CURB DESIGN V-------- CURB DESIGN V 0 V) APPROACH PEDESTRIAN SEE PEDESTRIAN V) APPROACH NOSE RAMP APPROACH NOSE DETAIL DETAIL NON -WALKABLE NON -WALKABLE o ti SURFACE SURFACE d- o 0 J g � RETURNED CURB (3 J TYPICAL SIDE TREATMENT OPTIONS OO 11 REVISION: APPR(VED:JANUARY 23, 2017 \j\-'��Jal` (---- OPERATIONS ENGINEER MATCH LACE CURB HEIGHT CURB TgpFR ^ e eveee e 3" MINIMUM CURB HEIGHT, 4" PREFERRED (MEASURED AT FRONT FACE OF CURB) FOR A MIN. 6" LENGTH (MEASURED ALONG FLOW LINE) MATCH INPLACE / CURB HEIGHT ----------- BACK TAPER DETECTABLE EDGE WITH CURB AND GUTTER 6 7 _ o oo�.. 6 EDGE OF P7 ROAD EDGE OF ROAD 6 7 7 6 RADIAL DETECTABLE WARNING RECTANGULAR DETECTABLE WARNING DETECTABLE EDGE WITHOUT CURB AND GUTTER 6" VAR. 4" TURF OR CONCRETE a c TOP OF GUTTER 0 I7 a < a SECTION A -A TURF OR� 6" CONCRETE'TOP OF SIDEWALK h TT6" 9 3"T SECTION IB -B CURB DESIGN V�� B B A� CURB & O2 GUTTER / A 15 FACE OF CURB/PROJECTED FACE OF CURB PLACE DETECTABLE WARNINGS ENTIRE WALK/PATH WIDTH = DETECTABLE WARNINGS 12 NEAREST RAIL T e CRe. 4' 8.5" ° OSSING ° SURFACE PEDESTRIAN GATEARM O I I 13 GATEROAD ARM O DETECTA LE WARNINGS I I _4.5' L� 8.75' 1 16 RAILROAD CROSS. NG PLAN VIEW NOTES: SEE STANDARD PLATE 7038 AND THIS SHEET FOR ADDITIONAL DETAILS ON DETECTABLE WARNING. A WALKABLE SURFACE IS DEFINED AS A PAVED SURFACE ADJACENT TO A CURB RAMP WITHOUT RAISED OBSTACLES THAT COULD MISTAKENLY BE TRAVERSED BY A USER WHO IS VISUALLY IMPAIRED. CONCRETE FLARE LENGTHS ADJACENT TO NON -WALKABLE SURFACES SHOULD BE LESS THAN 81LONG MEASURED ALONG THE RAMPS FROM THE BACK OF CURB. Q1 0" CURB HEIGHT. O2 FULL CURB HEIGHT. Q3 2 -FOR 4" HIGH CURB AND 3 -FOR 6" HIGH CURB. ® 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. Q5 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. Q7 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. ® ALL CONSTRUCTED CURBS MUST HAVE A CONTINUOUS DETECTABLE EDGE FOR THE VISUALLY IMPAIRED. THIS DETECTABLE EDGE REQUIRES DETECTABLE WARNINGS WHEREVER THERE IS ZERO -INCH HIGH CURB.CURB TAPERS ARE CONSIDERED A DETECTABLE EDGE WHEN THE TAPER STARTS WITHIN 3" OF THE EDGE OF THE DETECTABLE WARNINGS AND UNIFORMLY RISES TO A 3 -INCH MINIMUM CURB HEIGHT.ANY CURB NOT PART OF A CURB TAPER AND LESS THAN 3 INCHES IN HEIGHT IS NOT CONSIDERED A DETECTABLE EDGE AND THEREFORE IS NOT COMPLIANT WITH ACCESSIBILITY STANDARDS. O9 DRILL AND GROUT 1 - NO. 4 12" LONG REINFORCEMENT BAR (EPDXY COATED) WITH 3" MIN. COVER. REINFORCEMENT BARS ARE NOT NEEDED IF THE APPROACH NOSE IS POURED INTEGRAL WITH THE V CURB. 10 DRILL AND GROUT 2 - NO.4 12" LONG REINFORCEMENT BARS (EPDXY COATED)WITH 3" MIN. COVER. REINFORCEMENT BARS ARE NOT NEEDED IF THE APPROACH NOSE IS POURED INTEGRAL WITH THE CURB AND GUTTER. 11 SIDE TREATMENT EXAMPLES SHOWN ARE WHEN THE INITIAL LANDING IS APPROXIMATELY LEVEL WITH THE FULL HEIGHT CURB G.E.6'LONG RAMP FOR 6" HIGH CURB). WHEN THE INITIAL LANDING IS MORE THAN 1" BELOW FULL HEIGHT CURB REFER TO SHEETS 1 & 2 TO MODIFY THE CURB HEIGHT TAPERS AND MAINTAIN POSITIVE BOULEVARD DRAINAGE. 12 NEAREST EDGE OF DETECTABLE WARNING SURFACES SHALL BE PLACED 12'MINIMUM TO 15' MAXIMUM FROM THE NEAREST RAIL. FOR SKEWED RAILWAYS IN NO INSTANCE SHALL THE DETECTABLE WARNING BE CLOSER THAN 12' MEASURED PERPENDICULAR TO THE NEAREST RAIL. 13 WHEN PEDESTRIAN GATES ARE PROVIDED,DETECTABLE WARNING SURFACES SHALL BE PLACED ON THE SIDE OF THE GATES OPPOSITE THE RAIL, 2'FROM THE APPROACHING SIDE OF THE GATE ARM. THIS CRITERIA GOVERNS OVER NOTE 12 14 CROSSING SURFACE SHALL EXTEND 2' MINIMUM PAST THE OUTSIDE EDGE OF WALK OR SHARED -USE PATH. 15 3' FOR MEDIANS AND SPLITTER ISLANDS. NOSE CAN BE REDUCED TO 2' ON FREE RIGHT ISLANDS. © SIDEWALK TO BE PLACED 8.75' MIN. FROM THE FACE OF CURB/PROJECTED FACE OF CURB. THIS ENSURES MIN. CLEARANCE BETWEEN THE SIDEWALK AND GATE ARM COUNTERWEIGHT SUPPORTS. PEDESTRIAN APPROACHmilSTANDARD PLAN 5-297.250 I 4 OF 6 NOSE DETAIL APPROVED: 1-23-2017 (FOR RETURNED CURB MINN@SOTAI REVISED: SIDE TREATMENT) rvm DEPARTMENT TRANSPORTATION STATE DE N ENOF GINEER I STATE PROJ. NO. PEDESTRIAN CURB RAMP DETAILS ril 6 IR MonticelloCITY OF wsb WSB PROJECT NO.: 014709-000 SCALE: DESIGN BY: AS SHOWN LME PLAN BY: CHECK BY: SA JLS 0 Z s OLu o w zz U LLJ O LU 0_ Lu 0 �z Lu LU O � N > C� G O J Lu U_ z 2 LL O U MISCELLANEOUS (T.H. ) SHEET NO. OF SHEETS DETAILS SHEET 13 C.P. OF 200001 39 EXISTING --' - ............. 1/2" R. � n WALK ,....... as V CURB ADJACENT TO LANDSCAPE CURB WITHIN SIDEWALK LIMITS '•EXISTING .,, r WALK e 1.. R. VARIABLE ' = - HEIGHT H 6" V CURB ADJACENT TO LANDSCAPE CURB OUTSIDE SIDEWALK LIMITS 4' MIN. LANDING DISTANCE FROM APS PUSH 6" WIDE B BUTTON TO EDGE OF SIDEWALK -- — — MUST NOT EXCEED 10 INCHES V -CURB I 1.21:2 6" WIDE V -CURB 4" PEDESTAL POLE B� 3 X 30" SQUARE PEDESTAL FOUNDATION (LINE UP CENTER OF POLE (MUST BE FLUSH WITH WITH THE BACK OF V -CURB) THE SURROUNDING WALK) PLAN VIEW APS PUSH BUTTON MOUNTING SPACERS (SADDLE ADAPTORS) 6" WIDE V -CURB �OFWALK 15" SECTION B -B SIGNAL PEDESTAL & PUSH BUTTON (V—CURB) REVISION: APPRQVED:JANUARY 23. 2017 \j\-'��Jat` (---- OPERATIONS ENGINEER EXISTING, 1 WALK ,.•• .............,,., 3 1" VARIABLE HEIGHT H 6" A V CURB ADJACENT TO BUILDING OR BARRIER CONCRETE CURB DESIGN V CURB HEIGHT CURB WIDTH H W <6" 4" 16" 6" 4' MIN. LANDING DISTANCE FROM APS PUSH 6" WIDE BUTTON TO EDGE OF SIDEWALK V -CURB Al MUST NOT EXCEED 10 INCHES 6" WIDE V -CURB 4" PUSH BUTTON STATION POL—:>< 18" WIDE BY 18" LONG, AJ MIN. 12" THICK CONCRETE. MODIFY THE PUSH BUTTON PLAN VIEW STATION TO ALLOW A SQUARE FOUNDATION. APS PUSH BUTTON MOUNTING SPACERS (SADDLE ADAPTORS) 18" WIDE CONCRETE TO MATCH HEIGHT OF ADJACENT 6" WIDE V -CURB I 9" TOP OF WALK SECTION A -A PUSH BUTTON STATION (V—CURB) mil MINNeSOTA DEPARTMENT OF TRANSPORTATION 7' &ITAI 9 —1 SEMI—DIRECTIONAL RAMP (3.4,9) 31DOME SETBACK,41LONG RAMP AND PUSH BUTTON 9'FROM THE BACK OF CURB PRIMARILY USED FOR APS APPLICATIONS WHERE THE PAR DOES NOT CONTINUE PAST THE PUSH BUTTON (DEAD-END SIDEWALK) ril 6 IR MonticelloCITY OF INSET A EXISTING Y Y s IV ABLE SI.EWALKI WSB PROJECT NO.: PEDESTRIAN PATH 014709-000 OF TRAVEL LANDING RAMP OT SCALE: DESIGN BY: AS SHOWN LME RAMP LENGTH 1 PLAN BY: CHECK BY: — ------ SA JLS f ----------------- i I I I 4.5% O (VAR.) I I � I 6.0' L ------(VAR.) ------ INSET A TRANSITION PANEL 00 NOTES: A WALKABLE FLARE IS AN 8-10% CONCRETE FLARE THAT IS REQUIRED WHEN THE FLARE IS ADJACENT TO A WALKABLE SURFACE, OR WHEN THE PEDESTRIAN PATH OF TRAVEL OF A PUSH BUTTON TRAVERSES THE FLARE. ALL V CURB CONTRACTION JOINTS SHALL MATCH CONCRETE WALK JOINTS. WHERE RIGHT-OF-WAY ALLOWS, USE OF V CURB SHOULD BE MINIMIZED. GRADING ADJACENT TURF OR SLOPING ADJACENT PAVEMENT IS PREFERRED. V CURB SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. V CURB NEXT TO BUILDING SHALL BE A 4" WIDTH AND SHALL MATCH PREVIOUS TOP OF SIDEWALK ELEVATIONS. Q1 END TAPERS AT TRANSITION SECTION SHALL MATCH INPLACE SIDEWALK GRADES. Q2 ALL V CURB SHALL MATCH BOTTOM OF ADJACENT WALK. Q3 EDGE BETWEEN NEW V CURB AND INPLACE STRUCTURE SHALL BE SEALED AND BOND BREAKER SHALL BE USED BETWEEN EXISTING STRUCTURE AND PLACED V -CURB. Q4 THE MAX. RATE OF CROSS SLOPE TRANSITIONING IS V LINEAR FOOT OF SIDEWALK PER HALF PERCENT CROSS SLOPE. WHEN PAR WIDTH IS GREATER THAN 61 OR THE RUNNING SLOPE IS GREATER THAN 5%, DOUBLE THE CALCULATED TRANSITION LENGTH. QS TRANSITION PANELS ARE TO ONLY BE USED AFTER THE RAMP, OR IF NEEDED, LANDING ARE AT THE FULL CURB HEIGHT (TYPICAL SECTION). © EXISTING CROSS SLOPE GREATER THAN 2.0%. LEGEND THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED. INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN AND THE CROSS SLOPE SHALL NOT EXCEED 2.0%. ®LANDING AREA - 4'X 4'MIN.(5'X 5'MIN. PREFERRED) DIMENSIONS AND MAX 2.0% SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS. Q TRANSITION PANEL(S)- TO BE USED FOR TRANSITIONING THE CROSS -SLOPE OF A RAMP TO THE EXISTING WALK CROSS -SLOPE. RATE OF TRANSITION SHOULD BE 0.5% PER 1 LINEAR FOOT OF WALK. SEE THIS SHEET FOR ADDITIONAL INFORMATION. STANDARD PLAN 5-297.250 I 5 OF 6 / � P1:1 STATE DESI ENGINEER APPROVED: 1-23-2017 REVISED: PEDESTRIAN CURB RAMP DETAILS (T.H. ) SHEET NO. OF SHEETS Z s Lu w z Lu 0 � J 0 Lu LU 0_ U Lu �c/) z Lu LL N LU 0 > C� U G MISCELLANEOUS DETAILS SHEET 14 C. P. OF 200001 39 0 N c T 1.0% MIN. \ 5.0% MAX. \ w \ Z a \ J c� \ 1.0% MIN. 5.0% MAX. 1.0% MIN. 5.0% MAX. EDGE OF THROUGH LANE o 2,\ \ z O � �1 � O \TYPITABLI CAL\ r G o o \ \ o \ w (D NON -CONCRETE BOULEVARD O - LANDING - CONCRETE BOULEVARD 0 NON-CONCRET BOULEVARD EXISTING SIDEWALK L� PLAN VIEW EXISTING SIDEWALK 1)1.0% MIN. CROSS -SLOPE OF THE ROAD 2) 5.0% MAX. CROSS -SLOPE OF THE ROAD SAW CONCRETE SIDEWALK 3)"TABLE" FLOW LINE UP TO 47 CHANGE FROM EXISTING SLOPE IN FRONT OF PEDESTRIAN RAMP FULL DEPTH ON EXISTING JOINT (INCIDENTAL) PROFI/^L�E VIEW WARPING IS DONE WITH BITUMINOUS PATCHING ON BITUMINOUS ROADWAYS AND FULL -DEPTH APRON T/2 } 4" SID - v WALK S. N I I \ APPR(VED:JANUARY 23. 2017 1)1.0% MIN. AND 5.0% MAXIMUM CROSS -SLOPE OF THE ROAD \j\-'` `.� v1'x`-----NEER 2) 1.0% MIN. FLOW LINE (ON EITHER SIDE OF PEDESTRIAN RAMP) TO MAINTAIN POSITIVE DRAINAGE 3) 5.0% RECOMMENDED MAX. FLOW LINE --- OPERATIONS ENGINEER 4)LONGITUDINAL THROUGH LANE ROADWAY TAPERS SHOULD BE 1" VERTICAL PER 15' HORIZONTAL o a \ V) \ 0 o CURB LINE AND ROAD CROSSING ADJUSTMENTS (D NON -CONCRETE BOULEVARD O - LANDING - CONCRETE BOULEVARD 0 NON-CONCRET BOULEVARD EXISTING SIDEWALK L� PLAN VIEW EXISTING SIDEWALK TYPICAL) OPTIONAL SIDEWALK REINFORCEMENT SIDEWALK REINFORCEMENT TO BE USED ONLY WHEN SPECIFIED IN THE PLAN. EXPANSION MATERIAL PLACEMENT FOR OPTIONAL CURB LINE REINFORCEMENT O CONCRETE AND BITUMINOUS ROADWAYS PLACEMENT ON BITUMINOUS ROADWAYS 4 ZMAX. SAWCUr �ZPROPD PAR CURB D GUTTER TER PEDESTRIAN RAMP PEDESTRIAN RAMP 3" MIN.3.. MIN. UP TO 2.0% 2.0% MAX. OR UP UP TO 2.0% UP TO 2.0%CHANGE TO 4% CHANGE CHANGE 2.0% MAX. OR UP CHANGETO 4% CHANGE ° SAWCUT FLOW LINE PROFILE "TABLE" - TWIN PERPENDICULARS FOR USE ON CURB RAMP RETROFITS T/z PROPOSED CURB AND GUTTER PEDESTRIAN RAMP O ANDGUTTERURB REINFORCEMENT UP TO 2.07 2.0% MAX. OR UP UP TO 2.0% CHANGE TO 41 CHANGE CHANGE OPTIONAL CURB LINE REINFORCEMENT DETAILS \04 1.0% MIN. FLOW LINE PROFILE "TABLE" - FAN 36" MAX. 5.0% MAX. ~ 3 - PEDESTRIAN RAMP PEDESTRIAN RAMP LANDING 1.0% MIN. 1.0% MIN. 1.0% MIN. y 1.0% MIN. 1.0% MIN. d 5.0% MAX. 1.5% PREFERRED 5.0% MAX. 1.57 PREFERRED 5.0% MAX. LANDING 36" MAX. FLOW LINE PROFILE RAISE - TWIN PERPENDICULARS3„ 12" ' PEDESTRIAN RAMP _ _ _ 12" 36" MAX. _- 1.0% MIN. 1.0% MIN. 1.0% MIN. 36 MAX. 36" MAX. 12" 5.0% MAX. _ 1.57 PREFERRED 5.0% MAX. MAX. FLOW LINE PROFILE RAISE - FAN 12 312 12" SEPARATE LANDING 1 3" POUR REINFORCEMENT W "TABLING" OF CROSSWALKS MEANS MAINTAINING LESS THAN 2% CROSS SLOPE WITHIN A CROSSWALK, h Q IS REQUIRED WHEN A ROADWAY IS IN A STOP OR YIELD CONDITION AND THE PROJECT SCOPE ALLOWS. Lu � RECONSTRUCTION PROJECTS: ON FULL PAVEMENT REPLACEMENT PROJECTS "TABLING" OF ENTIRE CROSSWALK SHALL OCCUR WHEN FEASIBLE. z °S MILL & OVERLAY PROJECTS:" TABLING" OF FLOW LINES, IN FRONT OF THE PEDESTRIAN RAMP, IS REQUIRED WHEN THE EXISTING FLOW LINE IS GREATER THAN 2%. WARPING OF THE BITUMINOUS o PAVEMENT CAN NOT EXTEND INTO THE THROUGH LANE. TABLE THE FLOW LINE TO 27 OR AS MUCH AS POSSIBLE WHILE ADHERING TO THE FOLLOWING CRITERIA; 1)1.0% MIN. CROSS -SLOPE OF THE ROAD 2) 5.0% MAX. CROSS -SLOPE OF THE ROAD SAW CONCRETE SIDEWALK 3)"TABLE" FLOW LINE UP TO 47 CHANGE FROM EXISTING SLOPE IN FRONT OF PEDESTRIAN RAMP FULL DEPTH ON EXISTING JOINT (INCIDENTAL) PROFI/^L�E VIEW WARPING IS DONE WITH BITUMINOUS PATCHING ON BITUMINOUS ROADWAYS AND FULL -DEPTH APRON T/2 } 4" SID - v WALK S. RAISING OF CURB LINES SHOULD OCCUR IN VERTICALLY CONSTRAINED AREAS. RAISE THE CURB LINES ENOUGH TO TYPICAL) OPTIONAL SIDEWALK REINFORCEMENT SIDEWALK REINFORCEMENT TO BE USED ONLY WHEN SPECIFIED IN THE PLAN. EXPANSION MATERIAL PLACEMENT FOR OPTIONAL CURB LINE REINFORCEMENT O CONCRETE AND BITUMINOUS ROADWAYS PLACEMENT ON BITUMINOUS ROADWAYS 4 ZMAX. SAWCUr �ZPROPD PAR CURB D GUTTER TER PEDESTRIAN RAMP PEDESTRIAN RAMP 3" MIN.3.. MIN. UP TO 2.0% 2.0% MAX. OR UP UP TO 2.0% UP TO 2.0%CHANGE TO 4% CHANGE CHANGE 2.0% MAX. OR UP CHANGETO 4% CHANGE ° SAWCUT FLOW LINE PROFILE "TABLE" - TWIN PERPENDICULARS FOR USE ON CURB RAMP RETROFITS T/z PROPOSED CURB AND GUTTER PEDESTRIAN RAMP O ANDGUTTERURB REINFORCEMENT UP TO 2.07 2.0% MAX. OR UP UP TO 2.0% CHANGE TO 41 CHANGE CHANGE OPTIONAL CURB LINE REINFORCEMENT DETAILS \04 1.0% MIN. FLOW LINE PROFILE "TABLE" - FAN 36" MAX. 5.0% MAX. ~ 3 - PEDESTRIAN RAMP PEDESTRIAN RAMP LANDING 1.0% MIN. 1.0% MIN. 1.0% MIN. y 1.0% MIN. 1.0% MIN. d 5.0% MAX. 1.5% PREFERRED 5.0% MAX. 1.57 PREFERRED 5.0% MAX. LANDING 36" MAX. FLOW LINE PROFILE RAISE - TWIN PERPENDICULARS3„ 12" ' PEDESTRIAN RAMP _ _ _ 12" 36" MAX. _- 1.0% MIN. 1.0% MIN. 1.0% MIN. 36 MAX. 36" MAX. 12" 5.0% MAX. _ 1.57 PREFERRED 5.0% MAX. MAX. FLOW LINE PROFILE RAISE - FAN 12 312 12" SEPARATE LANDING 1 3" POUR REINFORCEMENT W "TABLING" OF CROSSWALKS MEANS MAINTAINING LESS THAN 2% CROSS SLOPE WITHIN A CROSSWALK, h Q IS REQUIRED WHEN A ROADWAY IS IN A STOP OR YIELD CONDITION AND THE PROJECT SCOPE ALLOWS. Lu � RECONSTRUCTION PROJECTS: ON FULL PAVEMENT REPLACEMENT PROJECTS "TABLING" OF ENTIRE CROSSWALK SHALL OCCUR WHEN FEASIBLE. z °S MILL & OVERLAY PROJECTS:" TABLING" OF FLOW LINES, IN FRONT OF THE PEDESTRIAN RAMP, IS REQUIRED WHEN THE EXISTING FLOW LINE IS GREATER THAN 2%. WARPING OF THE BITUMINOUS o PAVEMENT CAN NOT EXTEND INTO THE THROUGH LANE. TABLE THE FLOW LINE TO 27 OR AS MUCH AS POSSIBLE WHILE ADHERING TO THE FOLLOWING CRITERIA; NOTES: Q1 TO ENSURE RAMPS AND LANDINGS ARE PROPERLY CONSTRUCTED, ALL INITIAL LANDINGS AT A TOP OF A RAMPED SURFACE (RUNNING SLOPE GREATER THAN 2%)SHALL BE FORMED AND PLACED SEPARATELY IN AN INDEPENDENT CONCRETE POUR. FOLLOW SIDEWALK REINFORCEMENT DETAILS ON THIS SHEET FOR ALL SEPARATELY POURED INITIAL LANDINGS. Q2 DRILL AND GROUT NO.4 12" LONG REINFORCEMENT BARS AT 36" MAXIMUM CENTER TO CENTER (EPDXY COATED). BARS TO BE ADJUSTED TO MATCH RAMP GRADE. Q3 DRILL AND GROUT 2 - NO. 4 X 12" LONG REINFORCEMENT BARS (EPDXY COATED). REINFORCEMENT REQUIRED FOR ALL CONSTRUCTION JOINTS WITHIN RADIUS. Q4 THIS OPTIONAL CURB LINE REINFORCEMENT DETAIL SHOULD ONLY BE USED ON BITUMINOUS ROADWAYS WHEN SPECIFIED IN THE PLAN. Q5 1/2 IN. PREFORMED JOINT FILLER MATERIAL PER MNDOT SPEC. 3702. Mil I STANDARD PLAN 5-297.250 I 6 OF 6 /1 APPROVED: 1-23-2017 MINN@SOTA /I REVISED: DEPARTMENT OF TRANSPORTATION I STATE DE N ENGINEER I STATE PROJ. NO. PEDESTRIAN CURB RAMP DETAILS (T.H. ) SHEET NO. OF SHEETS ril 6 IR MonticelloCITY OF wsb WSB PROJECT NO.: 014709-000 SCALE: DESIGN BY: AS SHOWN LME PLAN BY: CHECK BY: SA JLS 0 Z s O 5 W w z U LY) O Lu H ~ c/) Z O Lu O LLQ N > C� G MISCELLANEOUS DETAILS SHEET 15 C. P. OF 200001 39 1)1.0% MIN. CROSS -SLOPE OF THE ROAD 2) 5.0% MAX. CROSS -SLOPE OF THE ROAD 3)"TABLE" FLOW LINE UP TO 47 CHANGE FROM EXISTING SLOPE IN FRONT OF PEDESTRIAN RAMP 4)UP TO 2% CHANGE IN FLOW LINE FROM EXISTING SLOPE BEYOND THE PEDESTRIAN CURB RAMP STAND-ALONE ADA RETROFITS: FOLLOW MILL & OVERLAY CRITERIA ABOVE HOWEVER ALL PAVEMENT WARPING IS DONE WITH BITUMINOUS PATCHING ON BITUMINOUS ROADWAYS AND FULL -DEPTH APRON REPLACEMENT ON CONCRETE ROADWAYS. REVISION: RAISING OF CURB LINES SHOULD OCCUR IN VERTICALLY CONSTRAINED AREAS. RAISE THE CURB LINES ENOUGH TO ALLOW COMPLIANT RAMPS OR AS MUCH AS POSSIBLE WHILE ADHERING TO THE FOLLOWING CRITERIA; APPR(VED:JANUARY 23. 2017 1)1.0% MIN. AND 5.0% MAXIMUM CROSS -SLOPE OF THE ROAD \j\-'` `.� v1'x`-----NEER 2) 1.0% MIN. FLOW LINE (ON EITHER SIDE OF PEDESTRIAN RAMP) TO MAINTAIN POSITIVE DRAINAGE 3) 5.0% RECOMMENDED MAX. FLOW LINE --- OPERATIONS ENGINEER 4)LONGITUDINAL THROUGH LANE ROADWAY TAPERS SHOULD BE 1" VERTICAL PER 15' HORIZONTAL NOTES: Q1 TO ENSURE RAMPS AND LANDINGS ARE PROPERLY CONSTRUCTED, ALL INITIAL LANDINGS AT A TOP OF A RAMPED SURFACE (RUNNING SLOPE GREATER THAN 2%)SHALL BE FORMED AND PLACED SEPARATELY IN AN INDEPENDENT CONCRETE POUR. FOLLOW SIDEWALK REINFORCEMENT DETAILS ON THIS SHEET FOR ALL SEPARATELY POURED INITIAL LANDINGS. Q2 DRILL AND GROUT NO.4 12" LONG REINFORCEMENT BARS AT 36" MAXIMUM CENTER TO CENTER (EPDXY COATED). BARS TO BE ADJUSTED TO MATCH RAMP GRADE. Q3 DRILL AND GROUT 2 - NO. 4 X 12" LONG REINFORCEMENT BARS (EPDXY COATED). REINFORCEMENT REQUIRED FOR ALL CONSTRUCTION JOINTS WITHIN RADIUS. Q4 THIS OPTIONAL CURB LINE REINFORCEMENT DETAIL SHOULD ONLY BE USED ON BITUMINOUS ROADWAYS WHEN SPECIFIED IN THE PLAN. Q5 1/2 IN. PREFORMED JOINT FILLER MATERIAL PER MNDOT SPEC. 3702. Mil I STANDARD PLAN 5-297.250 I 6 OF 6 /1 APPROVED: 1-23-2017 MINN@SOTA /I REVISED: DEPARTMENT OF TRANSPORTATION I STATE DE N ENGINEER I STATE PROJ. NO. PEDESTRIAN CURB RAMP DETAILS (T.H. ) SHEET NO. OF SHEETS ril 6 IR MonticelloCITY OF wsb WSB PROJECT NO.: 014709-000 SCALE: DESIGN BY: AS SHOWN LME PLAN BY: CHECK BY: SA JLS 0 Z s O 5 W w z U LY) O Lu H ~ c/) Z O Lu O LLQ N > C� G MISCELLANEOUS DETAILS SHEET 15 C. P. OF 200001 39 RECONSTRUCT ADA MARVIN ELWOOD RD PEDESTRIAN RAMPS (2) X x x \ X x X z 4 x " X X# X k X X k X X X X k k k X X X k X x x X X k k k x k X X X x x X X X X x x X X O 1 k x x X kkx X X X" X X k O O 1 LOCATION \ u I I I I CITY OF � Monticello k k k X k X YY 1 wFM sb k X X k :TWA x * x x x x x x x x (AS DIRECTED BY ENGINEER) "" X k k"" +OU " X X% X X X WSB PROJECT NO.: x x xxo.�x x x x x 6'+ xx xx 014709-000 aWog z ww SCALE: DESIGN BY: X �L" � x AS SHOWN JLS aYa[�w PLAN BY: CHECK BY: ++++++++++ SA JLS STA 0+00 - 5+00 REMOVE AND REPLACE 40 LF OF CONCRETE CURB & GUTTER AT APPROXIMATELY 2 LOCATIONS (OR AS DIRECTED BY THE ENGINEER). 4 SAW AND SEAL CRACK LOCATIONS ON CONCRETE CURB & GUTTER (OR AS DIRECTED BY THE ENGINEER). a' APPROX. 10 LF CONCRETE CURB & GUTTER REMOVAL l50 . APPROX. 20 LF CONCRETE CURB & GUTTER REMOVAL LEGEND INLET PROTECTION FULL DEPTH BITUMINOUS REMOVAL O AC GV APPROX. 10 LF CONCRETE CURB & GUTTER REMOVAL k X X k :TWA x * x x x x x x x x (AS DIRECTED BY ENGINEER) "" X k k"" +OU " X X% X X X X X X" 54 Ox x x xxo.�x x x x x 6'+ xx xx aWog z ww xxx k x �k�.y �� Y X �L" � x aYa[�w ADJUST GATE VALVE ++++++++++ a~ x x x FULL WIDTH MILL W ~ a 0 vN ¢ o Y O w wo x x x x x x x x wIf wz _-- 03 =0zi 0 STA 0+00 - 5+00 REMOVE AND REPLACE 40 LF OF CONCRETE CURB & GUTTER AT APPROXIMATELY 2 LOCATIONS (OR AS DIRECTED BY THE ENGINEER). 4 SAW AND SEAL CRACK LOCATIONS ON CONCRETE CURB & GUTTER (OR AS DIRECTED BY THE ENGINEER). a' APPROX. 10 LF CONCRETE CURB & GUTTER REMOVAL l50 . APPROX. 20 LF CONCRETE CURB & GUTTER REMOVAL LEGEND INLET PROTECTION FULL DEPTH BITUMINOUS REMOVAL O AC GV APPROX. 10 LF CONCRETE CURB & GUTTER REMOVAL a APPROX. 20 LF CONCRETE CURB & GUTTER REMOVAL W Z O O J M J _ W U Lo m Q W 6 J 0- r x x x x x x x x " } X X X - - - - - - - - - - - - - - - - - - - - - - - • v- ------- kk_____ X X k k X X k k k k X k k#% X X X k # X X k X X k______ % __ ___ __ _ J ✓� � I x X Xk " # k X k " �} k X # X "nn +-y kX- =- X- �X # X"�SI �OB * X i" kN X X " X �X X X " X X X X " X k } X " k k X " X z X k X # k # k k k _k _ _ _ _ _ k_ _ _ _-— I xxKx x;xx X%kkXx%k%X}XXX �Xkk,kXXkz�k Xx%k XXXkk##X�XK"-kk X_y._ #X 7+O _XXXkkXXkXkXXkkk}Xk XXX*}XxXk"%XXk"kXX%"# XZX X"N Xk X Xk X kk k____ #--_ X_ # k # X X # k X k qw.`' *--'�"� XX"kXXk#%XkX#XX"XXXXk x xxx xx xx'xxx xx xxr x x x x W W APPROX. 30 LF CONCRETE Z C 7 CURB & GUTTER REMOVAL 2 0 T20 40 H: SCALE IN FEET _ + m Uul Q Q W (1)cn SEE SHEET 18 STA 5+00-10+00 REMOVE AND REPLACE 50 LF OF CONCRETE CURB & GUTTER IN APPROXIMATELY 3 LOCATIONS (OR AS DIRECTED BY THE ENGINEER). 6 SAW AND SEAL CRACK LOCATIONS ON CONCRETE CURB & GUTTER (OR AS DIRECTED BY THE ENGINEER). X11 Z Q 5N5LU Q w 0 o> WITH SUBGRADE CORRECTION WOOD FIBER BIOROLL (AS DIRECTED BY ENGINEER) SAW &SEAL CRACK w K¢� aWog z ww EDGE MILL ADJUST CASTING aYa[�w ADJUST GATE VALVE ++++++++++ a~ FULL WIDTH MILL a APPROX. 20 LF CONCRETE CURB & GUTTER REMOVAL W Z O O J M J _ W U Lo m Q W 6 J 0- r x x x x x x x x " } X X X - - - - - - - - - - - - - - - - - - - - - - - • v- ------- kk_____ X X k k X X k k k k X k k#% X X X k # X X k X X k______ % __ ___ __ _ J ✓� � I x X Xk " # k X k " �} k X # X "nn +-y kX- =- X- �X # X"�SI �OB * X i" kN X X " X �X X X " X X X X " X k } X " k k X " X z X k X # k # k k k _k _ _ _ _ _ k_ _ _ _-— I xxKx x;xx X%kkXx%k%X}XXX �Xkk,kXXkz�k Xx%k XXXkk##X�XK"-kk X_y._ #X 7+O _XXXkkXXkXkXXkkk}Xk XXX*}XxXk"%XXk"kXX%"# XZX X"N Xk X Xk X kk k____ #--_ X_ # k # X X # k X k qw.`' *--'�"� XX"kXXk#%XkX#XX"XXXXk x xxx xx xx'xxx xx xxr x x x x W W APPROX. 30 LF CONCRETE Z C 7 CURB & GUTTER REMOVAL 2 0 T20 40 H: SCALE IN FEET _ + m Uul Q Q W (1)cn SEE SHEET 18 STA 5+00-10+00 REMOVE AND REPLACE 50 LF OF CONCRETE CURB & GUTTER IN APPROXIMATELY 3 LOCATIONS (OR AS DIRECTED BY THE ENGINEER). 6 SAW AND SEAL CRACK LOCATIONS ON CONCRETE CURB & GUTTER (OR AS DIRECTED BY THE ENGINEER). X11 Z Q 5N5LU Q w 0 o> w UZ7p w K¢� aWog z ww w aYa[�w w Z =w=wz a~ 2 aZo wz-w W ~ a 0 vN ¢ o Y O w wo wIf wz � 03 =0zi 0 U W 0 Lu f^ Ir V ) lI—^ vJ Z 0 W NLU> 0 J W U H CZ G LL 0 0 I I A Z cW o = MILL & OVERLAY CROCUS LANE U (n PLANS SEE SHEET 19 Q < w �cl)U) SHEET 16 0 0 ac H: C. P. OF SCALE IN FEET 200001 39 F �r MARVIN ELWOOD RD LOCATION 3 �I I n� III o 1 x o ®o o x x x x xxx xxx xxx xzxxx o 0 xxxx xxxxxzxxx xxxx 1 xxxx xx z xxxx xxx' O xxx :xxxx x xxx xxxx%:: x :xxxxxxxx x 1 x x x z x z z z x z z x z x x x z x z x x x -r �rx % z x x k3+i90zx-z� x x x x x x x x x x z x x x x x x x x z x z x x x x z x�.�p0 x -z x x x x x z x x x x x x z x z x x z x_� x x z z x x x x x O z x x z x x x xf""' x x x x x x x x x t: x x x x x x x x x x x x, x x z x x x z x O :xzxxx xx :xxxx xxx xxx :xxxx xxx x :xx:�xzxxxx 1 xxxxxxxx xxxzx xxxx: xxxx' x :xzxxx xxx :xzxxx xxx xxx xxx - _ x x z x x x x z % X Y-1-x��x x x x x x x x x x x x x x x x :�\ x x x x z x x x x z x x x x z x x x x: x x: % z xxxx z x x x z x z: x x x xxxx x x x x x x x le x 7v" z x x z x APPROX. 20 LF ""' ""'�'l x x x x x x x x x x z z-x� z x x z x x z x x x x z x z x - - x z z x z x z x x x x z :x x x z x z x CURB & GUTTE x x x x x z : x x x x x x x x x x x z x x x x z x x z x x z x -s +'"a -z x x x x x z z x x x x x x x x z O x z x x x z x xxz x x : x xxx xxxxxxxx xxz xxxx xxxxxxxx 1 xxxxxxxx x xxx xxx xxx xxx-old x x xxxzx O o } APPROX. 20 LF CONCRETE x x xxx x x x x x x x xxx x x x x xxxx (� ' CURB&GUTTER REMOVAL x xxx ti! xxxx x x z x x x z z x x x v APPROX. IOLFCONCRETE x xxx z x x x z x xxxx :xxxxxxxx xxx O O CURB &GUTTER REMOVAL f zxxxxxx : x x x xxxx xxxzx 1 xx xxzxxxxxz x xx x x , xxz\�x x x x - x x z x x x xxxxxxxxzx O APPROX. 10 LF CONCRETE xxx x z x CURB & GUTTER REMOVAL - 1 x x x x sx APPROX. 10 LF CONCRETE• ; x x x CURB & GUTTER REMOVAL r J, = r �0+00 - 15+00 _ v N - REMOVE AND REPLACE 80 LF OF CONCRETE CURB & GUTTER V AT APPROXIMATELY 6 LOCATIONS (OR AS DIRECTED BY THE N Q W ENGINEER). 13 SAW AND SEAL CRACK LOCATIONS ON CONCRETE CURB & rL N GUTTER (OR AS DIRECTED BY THE ENGINEER). STA 15+00-17+92 REMOVE AND REPLACE 20 LF OF CONCRETE CURB & GUTTER AT APPROXIMATELY 1 LOCATION (OR AS DIRECTED BY THE ENGINEER). 2 SAW AND SEAL CRACK LOCATIONS ON CONCRETE CURB & GUTTER (OR AS DIRECTED BY THE ENGINEER). O LEGEND OINLET PROTECTION * +* ++ + ++ * +* ++ ++ + + ++ ++ * + III oA + + +++ ++ ++ ++ +++ +++ 014709-000 / NOVALSUBGAEOR *++++++++++++,++++++++++++++++++++i�+++++++++++++++++++++++++++++ + + WOOD FIBER BIOROLL + + +++++++++++++++++++++++++++++++++++�++++++++++++++++++++++++++++++ + q ENEER DIRECTED OSAW & SEAL CRACK ++ + + + -'-+tet *+ * + + ++ _- * * + +*++++++++++%+++ **+* *+*++* *`+++* *#+��Y=++ *+++++ *+++ +++++ *+ o ++++++++++++++++++++++++++++++++++++++++++ * + +++*+++++ 9 N +++ 1 + + +++++ ++*+*+*++*++++++++++++++++++++++*++++++ EDGE MILL AC ADJUSTCASTING GV ADJUST GATE VALVE *T*T*T*r*T CURB & GUTTER REMOVAL *+ * + +*+*+++*++ FULL WIDTH MILL lw OntOc llMie0 APPROX. 10 LF CONCRETE CURB &-- GUTTER REMOVAL x co 0 40 ! H: IN FFFT W VW J� a¢wo ¢� 09 zwaW ama �w N�=wz ¢aQz" =�Zpo a�v'i� ��NwF F¢�pN L5 YONWLL w�Wzw W3 =003 ++ + , ++++ , wsbdv * +* ++ + ++ * +* ++ ++ + + ++ ++ * + III WSB PROJECT NO.: oA + + +++ ++ ++ ++ +++ +++ 014709-000 / SCALE: DESIGN BY: AS SHOWN LME *++++++++++++,++++++++++++++++++++i�+++++++++++++++++++++++++++++ + + PLAN BY: CHECK BY: + + +++++++++++++++++++++++++++++++++++�++++++++++++++++++++++++++++++ + SA JLS APPROX. 10 LF CONCRETE CURB &-- GUTTER REMOVAL x co 0 40 ! H: IN FFFT W VW J� a¢wo ¢� 09 zwaW ama �w N�=wz ¢aQz" =�Zpo a�v'i� ��NwF F¢�pN L5 YONWLL w�Wzw W3 =003 ++ + , ++++ , * +* ++ + ++ * +* ++ ++ + + ++ ++ * + III oA + + +++ ++ ++ ++ +++ +++ W W *++++++++++++,++++++++++++++++++++i�+++++++++++++++++++++++++++++ + + H + + +++++++++++++++++++++++++++++++++++�++++++++++++++++++++++++++++++ + 0 + + ++ + + + -'-+tet *+ * + + ++ _- * * + +*++++++++++%+++ **+* *+*++* *`+++* *#+��Y=++ *+++++ *+++ +++++ *+ o ++++++++++++++++++++++++++++++++++++++++++ * + +++*+++++ 9 N +++ 1 + + +++++ ++*+*+*++*++++++++++++++++++++++*++++++ ++++++ ++ *92 %% APPROX. 20 LF CONCRETE + + + + *+ CURB & GUTTER REMOVAL *+ * + --q^-liw H U Lu H Z W W 0 0 J J W U H Z 2 LL - 0 H U MILL & OVERLAY PLANS z SHEET 0 H. 20 40 17 SCALE IN FEET C.P. OF 200001 39 8 E MARVIN ELWOOD RD CROCUS LN LOCATION STA 20+25.25+00 REMOVE AND REPLACE 10 LF OF CONCRETE CURB & GUTTER AT APPROXIMATELY 1 LOCATION (OR AS DIRECTED BY THE ENGINEER). 7 SAW AND SEAL CRACK LOCATIONS ON CONCRETE CURB & GUTTER (OR AS DIRECTED BY THE ENGINEER). STA 25+00-28+00 REMOVE AND REPLACE 10 LF OF CONCRETE CURB & GUTTER AT APPROXIMATELY 1 LOCATION (OR AS DIRECTED BY THE ENGINEER). 9 SAW AND SEAL CRACK LOCATIONS ON CONCRETE CURB & GUTTER (OR AS DIRECTED BY THE ENGINEEI \\\ IZMLonticello CITY OF wsb WSB PROJECT NO.: 014709-000 SCALE: DESIGN BY: AS SHOWN LME PLAN BY: CHECK BY: SA JLS 0 Z s O 5 LU LEGEND OINLET PROTECTION z L DEPTH BITUMINOUS REMOVAL J + J Z z TION S — — WOOD FIBER BIOROLL LLo>w DIRECTED BY ENGINEER OSAW & SEAL CRACK Z w Q w ¢�-ZO ama �w EDGE MILL AC ADJUSTCASTING GV ADJUST GATE VALVE aov� FULL WIDTH MILL ++++++++++ ++++++++++ \\\ IZMLonticello CITY OF wsb WSB PROJECT NO.: 014709-000 SCALE: DESIGN BY: AS SHOWN LME PLAN BY: CHECK BY: SA JLS 0 Z s O 5 LU O J J Lu U H Z 2 LL O H U MILL & OVERLAY PLANS SHEET 18 0 0 40 C. P. OF H SCALE IN FEET 200001 39 0 Lu O z Z O O J + J Z z _Lf) W UNm o� w ¢¢ Q W 0 20 4C LLo>w Q H W H: wzo°z ^2 Cq fn SCALE IN FEET Z w Q w ¢�-ZO ama �w Now =wz ¢aazw mwz_ aov� OK7aH YO wwo W. w�wW3 =003 H U Lu O�// 1 W W C/) ~ Z C/) W ?8x00 O LU N > O IY O J J Lu U H Z 2 LL O H U MILL & OVERLAY PLANS SHEET 18 0 0 40 C. P. OF H SCALE IN FEET 200001 39 CROCUS LANE LOCATION CURB & GUTTER (OR AS DIRECTED BY THE ENGINEER). CROCUSLN SEE ABOVE STA 40+00-42+32 - 4 SAW AND SEAL CRACK LOCATIONS ON CONCRETE CURB & GUTTER (OR AS DIRECTED BY THE ENGINEER). k CROCUSLN SEE ABOVE — — WOOD FIBER BIOROLL �jjjj� (AS DIRECTED BY ENGINEER) IV OSAW & SEAL CRACK 5 EDGE MILL AC ADJUST CASTING GV ADJUST GATE VALVE +�+ + + +� H: w�mz v ++++++++++ FULL WIDTH MILL zw< w w a 2,;- w Z [Dw CROCUS CIRCLE =w=wz a~ w 47+00 m SEE SHEET 16 IZCITY OF MLo nticello AV wsb WSB PROJECT NO.: 014709-000 SCALE: DESIGN BY: AS SHOWN LME PLAN BY: CHECK BY: SA JLS U) Z s O 11 5 Lu 0 2 z Z 0,- >0 020 40z�o H: w�mz v SCALE IN FEET a a zw< w w a 2,;- w Z [Dw li =w=wz a~ w az 2 W z Oo W ~ a 0 70 ¢ o YONa~ °ww ma w�wzw w =00L3 0 H W O � O J W W U W Z W O C"i2 LL N LU 0 > O U MILL & OVERLAY PLANS SHEET 0 20 40 19 H: C. P. 0 F SCALE IN FEET 200001 39 '/// REPLACE HYDRANT STA 50+00 - 54+00 REMOVE AND REPLACE 30 LF OF CONCRETE CURB & GUTTER AT APPROXIMATELY 2 LOCATIONS (OR AS DIRECTED BY THE ENGINEER). 7 SAW AND SEAL CRACK LOCATIONS ON CONCRETE CURB & GUTTER (OR AS DIRECTED BY THE ENGINEER). HEDMAN LN LEGEND w OINLET PROTECTION L DEPTH BITUMINOUS VAL UZ7p CORRECTION S — — WOOD FIBER BIOROLL zwaW� DIRECTED BY ENGINEER) OSAW & SEAL CRACK aYa �w w z L=o w=wz EDGE MILL AC ADJUSTCASTING 2Wazo ZOLL GV ADJUST GATE VALVE ~Mow W ��NwF FULL WIDTH MILL ++++++++++ LOCATION ID ED a sFrq•S �eFgx00 <okk ■Gi�iiiiii:ii'��•��•_- ■��i_iii��iiiiii■■� .iiiii��•■Gii�G■■■■iiii�■■■■■iiiiin■■■■i�■■..._ ��■■■■■. ■iiii:�!• ■ii iiiiiii:!ii:!u■.._n■■.■-----!�unr._- ■■._ ■�`iuii■�. .in ■■r .i■nn._ _ �■n�. ' i!'�' �i�� nv ROX. 10 .ii��ii!' iiiii��!� �-miiiiii■. n. un■r vn `n■ . .inn► n�., ■-►. ■■n■. nUTTER REMOVAL onn■�- '�■■■■n. in -a �• �� ,�Miiiip� `nii� ■ii�� O nou 11111 1 aliel��--onnun ,•viii nv'' O • • • . Vnp n' man ROME■ii!i ,��::� `, u► ■iiiii�ii.ii�iii!'OO O 1101 Vin- • �X 0 20 40 H. SCALE IN FEET IR CITY OF � Monticello wsb jl WSB PROJECT NO.: 014709-000 SCALE: DESIGN BY: AS SHOWN LME PLAN BY: CHECK BY: SA JLS 0 Z s O 5 ILL w 0 z o> w UZ7p a¢¢� zwaW� w z aYa �w w z L=o w=wz a~ I it 012 2Wazo ZOLL W ~Mow W ��NwF 2 0 Y2 wwo w�wzw w =00L3 0 H U W O U 0_ L Lu C/) H ~ co Z O Lu N LU � Qf 0 J W U H Z 2 LL O H U MILL & OVERLAY PLANS \ SHEET \ 20 0 0 40 H C. P. OF SCALE IN FEET 200001 39 N 8 Z E HEDMAN LANE LOCATION CITY OF � Monticello WS Il WSB PROJECT NO.: 014709-000 STA 59+00 - 63+00 REMOVE AND REPLACE 20 LF OF CONCRETE CURB & GUTTER AT APPROXIMATELY 2 LOCATIONS (OR AS DIRECTED BY THE ENGINEER). 10 SAW AND SEAL CRACK LOCATIONS ON CONCRETE CURB & GUTTER (OR AS DIRECTED BY THE ENGINEER). STA 63+00-65+61 REMOVE AND REPLACE 10 LF OF CONCRETE CURB & GUTTER AT APPROXIMATELY 1 LOCATION (OR AS DIRECTED BY THE ENGINEER). 7 SAW AND SEAL CRACK LOCATIONS ON CONCRETE CURB & GUTTER (OR AS DIRECTED BY THE ENGINEER). LEGEND OINLET PROTECTION AS SHOWN REMOVAL PLAN BY: CHECK BY: SA WITH CORRECTION — WOOD FIBER BIOROLL zw<ww w DIRECTED D BY ENGINEER) OSAW & SEAL CRACK aYa CDw w Z =w=wz a~ EDGE MILL AC ADJUST CASTING ~ a vN < < ¢ o GV ADJUST GATE VALVE + + + + + 2N°Lw rww ++++++++++ FULL WIDTH MILL w ofZO =003 0 MARVIN ELWOOD SEE SHEET 22 ?off _ + O M m Q w uj ISN REPLACE CONCRETE VALLEY GUTTER MARVIN ELWOOD SEE SHEET 22 020 40 H: SCALE IN FEET SCALE: DESIGN BY: AS SHOWN LME PLAN BY: CHECK BY: SA JLS 0 Z s O 11 5 LU w 0 o> w UZ7p zw<ww w w Z aYa CDw w Z =w=wz a~ ¢zo ZOw 2W W ~ a vN < < ¢ o cwi��w� 2N°Lw rww w ofZO =003 0 H C) O � J O Lu W 0_ U W //'� '�SL V i u G O ` LL N LU 0 > r ~ 0- U 2 MILL & OVERLAY PLANS N SHEET 21 0 20 40 C.P. OF H SCALE IN FEET 200001 39 MARVIN ELWOOD DR AF'F'KUX. LU U UVNUM_ I t CURB & GUTTER REMOVAL O STA 70+00 - 75+00 REMOVE AND REPLACE 30 LF OF CONCRETE CURB & GUTTER AT APPROXIMATELY 2 LOCATIONS (OR AS DIRECTED BY THE ENGINEER)". 6 SAW AND SEAL CRACK LOCATIONS ON CONCRETE CURB & GUTTER (OR AS DIRECTED BY THE ENGINEER). STA 75+00 - 80+00 REMOVE AND REPLACE 100 LF OF CONCRETE CURB & GUTTER AT APPROXIMATELY 6 LOCATIONS (OR AS DIRECTED BY THE ENGINEER). 9 SAW AND SEAL CRACK LOCATIONS ON CONCRETE CURB & GUTTER (OR AS DIRECTED BY THE ENGINEER). 8 W c W zoo If) OD W N N LEGEND OINLET PROTECTION w OVAL co Z o o S — — WOOD FIBER BIOROLL DIRECTED EORRECTION NEER) OSAW & SEAL CRACK W ❑ EDGE MILL AC ADJUST CASTING GV ADJUST GATE VALVE *T*T*T*T* FULL WIDTH MILL +********* y+y+y+y+y+ LOCATION CITY OF IZ�jonticello U.pml iii i rm =® O 74+00 75, wsb1 WSB PROJECT NO.: 014709-000 SCALE: DESIGN BY: AS SHOWN LME PLAN BY: CHECK BY: SA JLS SEE S - NEET 21 W Z o o Z J +J Lo _ r W U m Q< W 0 20 40 U) q H. f SCALE IN FEET 0 d o> w UZ❑❑ w�❑z a¢¢❑ zwQW8 J-.-Zo ama[zw N ❑=wz <❑�� ¢aQzw =wv'0OOw a0i� roN,°LLL ww wzw =003 U Lu 0 W 0_ W C/) ~ Z W O � C:) LLQ N > 0 ry 0- 2 0 J W U H Z 2 LL 0 H 0 o � MILL & OVERLAY o uJ PLANS o uJ = — w co Z o o zo 41 C. P. F SCALE IN FEET 200001 7 77777!z" -- W ❑ SEE S - NEET 21 W Z o o Z J +J Lo _ r W U m Q< W 0 20 40 U) q H. f SCALE IN FEET 0 d o> w UZ❑❑ w�❑z a¢¢❑ zwQW8 J-.-Zo ama[zw N ❑=wz <❑�� ¢aQzw =wv'0OOw a0i� roN,°LLL ww wzw =003 U Lu 0 W 0_ W C/) ~ Z W O � C:) LLQ N > 0 ry 0- 2 0 J W U H Z 2 LL 0 H 0 o � MILL & OVERLAY o uJ PLANS o uJ = w co z o zo 41 C. P. F SCALE IN FEET 200001 SHEET 22 OF 39 STA 80+00-81+83 REMOVE AND REPLACE 100 LF OF CONCRETE CURB & GUTTER AT APPROXIMATELY 4 LOCATIONS (OR AS DIRECTED BY THE ENGINEER). 4 SAW AND SEAL CRACK LOCATIONS ON CONCRETE CURB & GUTTER (OR AS DIRECTED BY THE ENGINEER). yF0 SFF ti FTN \2o STA 90+00-92+31 REMOVE AND REPLACE 40 LF OF CONCRETE CURB & GUTTER AT APPROXIMATELY 2 LOCATIONS (OR AS DIRECTED BY THE ENGINEER). 5 SAW AND SEAL CRACK LOCATIONS ON CONCRETE CURB & GUTTER (OR AS DIRECTED BY THE ENGINEER). HEDMAN LN SEE SHEET 20 MARVIN ELWOOD RD APPROX. 20 LF CONCRETE CURB & GUTTER REMOVAL mp APPROX. 30 LF CONCRETE CURB & GUTTER REMOVAL APPROX. 40 LF CONCRETE CURB & GUTTER REMOVAL LEGEND OINLET PROTECTION — — WOOD FIBER BIOROLL OSAW & SEAL CRACK AC ADJUST CASTING GV ADJUST GATE VALVE APPROX. 10 LF CONCRETE CURB & GUTTER REMOVAL O VD BALBOUL CIR I � g2.00 U 90 00 — — iO91.00 � �L r APPROX. 20 LF CONCRETE CURB & GUTTER REMOVAL ADJUST GATE VALVE APPROX. 20 LF CONCRETE CURB & GUTTER REMOVAL LOCATION U.pml FM Z-44 0 20 40 H. SCALE IN FEET Z4��z 0 20 40 H: SCALE IN FEET IZ�jo OF nticello wsb WSB PROJECT NO.: 014709-000 SCALE: DESIGN BY: AS SHOWN LME PLAN BY: CHECK BY: SA JLS 0 Z s O 5 ILL w 0 o> REMOVAL w WITH DBY (AS DIRECTED ENGINEER) UZ7p EDGE MILL +T+T+T+T+ ++++++++++ FULL WIDTH MILL zwaW� w w BALBOUL CIR I � g2.00 U 90 00 — — iO91.00 � �L r APPROX. 20 LF CONCRETE CURB & GUTTER REMOVAL ADJUST GATE VALVE APPROX. 20 LF CONCRETE CURB & GUTTER REMOVAL LOCATION U.pml FM Z-44 0 20 40 H. SCALE IN FEET Z4��z 0 20 40 H: SCALE IN FEET IZ�jo OF nticello wsb WSB PROJECT NO.: 014709-000 SCALE: DESIGN BY: AS SHOWN LME PLAN BY: CHECK BY: SA JLS 0 Z s O 5 ILL w 0 o> w UZ7p w¢¢� zwaW� w w aYa[�w w Z L=o w=wza~ I -mo�m Z< w 2 W O W oz ~ a vN < m w F ¢ o w j w YOwwo wofwzw w =00L3 0 H U Lu 0 LLQ C/)z O W N LU > [Y 0 J LLQ U_ z 0 2 LL0 H 0 MILL & OVERLAY PLANS SHEET 23 C.P. OF 200001 39 STA 100+00-105+00 - REMOVE AND REPLACE 170 LF OF CONCRETE CURB & GUTTER AT APPROXIMATELY 7 LOCATIONS(OR AS DIRECTED BY THE ENGINEER). - 9 SAW AND SEAL CRACK LOCATIONS ON CONCRETE CURB & GUTTER (OR AS DIRECTED BY THE ENGINEER). STARLING DR LOCATION MARTIN DR SEE SHEET29 FAPPROX. 30 LF CONCRETE APPROX. 40 LF CONCRETE GUTTER REMOVAL jAil L MCURB & GUTTER REMOVAL 5061 _OO 1 1 1 i -----------+++ +-++ ++ +. ++++++ + + _ - - + + + + + + + + + + + + + + + + + + + + + + + ++�+ +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++++++++++++++++ +++ + + + + + + + + + + + + � + + + + + + + + + + + + + + + + + + + + + + ++ ++ ++ + + + +++++++++ + + + + + + + + ++ +++ +++ +++ + + + + +++ + + + + + + +*+3'+++++++++++++ + + + +++ + + + + + + + + + + +++ + + +++ + +++ + +++ + + ++ +++ +++ ++AC +++++ +++++++ + 0 ++++ +++++++ ++ ++ + + +++ + + + + +1�3+�++++++++++�+++}+y+ ++102+0+0.+ + + o + + + + + + + + * r+ + + + + �-- -++ _ +QO+ + + +++ + + + + + + + + + + + +1 91++0+0+ + +�+ + +++ + + + +++++++ + + + +++r+ + + + + + + + + + +T + + + + + + + + + + + +++ +++ ++ +++ ++ +++ +++++ +++ ,=,+ ... +++++++++++++++++aGVr++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++tlrVl+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++.............. ++++++++++ + + Y / ++ +_ ._. +++ t PPROX.10LFCONCRETE APPROX.10LFCONCRETE APPROX .30LFCONCRETE CURB &GUTTER REMOVAL CURB &GUTTER REMOVAL CURB &GUTTER REMOVAL LEGEND APPROX. 30 LF CONCRETE CURB & GUTTER REMOVAL O INLET PROTECTION FULL DEPTH BITUMINOUS REMOVAL �jj� H SUB WITHCORRECTION — WOOD FIBER BIOROLL GRADEED BY ENGINEER) OSAW & SEAL CRACK w Z I w z N J EDGE MILL AC ADJUSTCASTING �¢z¢QIz GV ADJUST GATE VALVE+ + Y + + Y + + + + + + + FULL WIDTH MILL a _ ir3�ON 0 w w z o > = c m U ..Q maw �Lu ccnncn27 wo-- z + LU N J O W STA 105+00 - 110+10 T REMOVE AND REPLACE 150LF OF CONCRETE CURB & U r GUTTER AT APPROXIMATELY 5 LOCATIONS (OR AS Q W DIRECTED BY THE ENGINEER). Lu 12 SAW AND SEAL CRACK LOCATIONS ON CONCRETE 0 20 40 CURB & GUTTER (OR AS DIRECTED BY THE ENGINEER). r SCALE IN FEET SEE SHEET V li"m APPROX. 10 LF CONCRETE CURB & GUTTER REMOVAL MARTjN DR �\EET 30 5110 uj O ?> J � OJ N =gym U < 2 1n cn 0 20 40 r: SCALE IN FEET i Monticello CITY OF wsb WSB PROJECT NO.: 014709-000 SCALE: DESIGN BY: ASSHOWN LME PLAN BY: CHECK BY: SA JLS z a O DJ of 0 O � � W a� r Z U 7 p a�¢O z�¢w� am¢oZwiSo w w Z I w z N J W= �¢z¢QIz =wz4o iavo�iNa w w a _ ir3�ON U c 0 wl, wO,wc w x W W N L 2 K, U 3 007 p I— U Lu O H 0_ LU n W U) ~ Z O W O LU N i O O J J LU U Z 75 LL O U MILL & OVERLAY PLANS C. P. 200001 SHEET 24 OF 39 STARLING DR CANVASBACK SEE SHEET 32 51 d 1 S APPROX. 301-F CONCRETE CURB & GUTTER REMOVAL LOCATION J �ii '61, Monticello CITY OF 00 � +_ _ --- - 52 + + +++ +++++ +++ +++++++++++ ++ +++ +++ ++ +++ ++ +++ +++ +++ ++ + + + + + + + + + ............... �+ + + o+_ + _- ++++++++++++++++++++++++++++++++++++++++ + __ _______ + + + + + + + + + ++ ++ + ++ + +++ + + + ++ +++ + + + + +11+00 + + + + + + + + + 1 ++ + + ++3 + + +++ + + + --- - _ + + ++ + + +te+ t+ ++++++rt + + + + + _ +++++ + + + + + + + ++ +++ + + + + + + + + + + + + + + + + + + + + + + + + +_ + + + + + + + + + + + + + + + + ++ +++++++++++++++ �V + + + + _iT'�+-�+++mow-+._ ++1�-0 0 +++++++ + 1 - ++++++++++++ +++ OO 1 1 ++++++ + +)++++++++++++++++++++++++++ O+ +++ + + +++++++ ++ + +++ +++ + ++ ++++++++++++++ + ++ + + + + ++ ++++ + + + Ir + + + + + + + + + + + + + + + + + + + + + + + +_ +�� 45 + + + + + + + + ++ ++++++ ++++++++++++++ + CoA+++++++ 5190 522( + + .+++.+++ +++ +++.+++.++++++ + +++++ +++ + + + ++ Lu oN 40 52 1 +++++ Z O+ W 7 APPROX. 20 LF CONCRETE 6'0 � - +++++++++++++ I O Wr CURB & GUTTER REMOVAL - + cf) U Q W NLu U) STA110+00-115+00 REMOVE AND REPLACE 70 LF OF CONCRETE CURB & GUTTER AT APPROXIMATELY 3 LOCATIONS(OR AS DIRECTED BY THE ENGINEER). 11 SAW AND SEAL CRACK LOCATIONS ON CONCRETE CURB & GUTTER (OR AS DIRECTED BY THE ENGINEER). 9311 le 1 EIDER L1v SEEy�T 30 LEGEND O INLET PROTECTION LLwy� FULL DEPTH BITUMINOUS w�oz v 0000 WITH DBY z�aw� WOOD FIBER BIOROLL amQCZ-7 W DIRECTED ENGINEER) OSAW & SEAL CRACK =wzo0 EDGE MILL AC ADJUST CASTING > LL F w O GV ADJUST GATE VALVE + + + + + + + FULL WIDTH MILL WON �+: + +++ +++ + w F 3 APPROX. 20 LF CONCRETE I CURB & GUTTER REMOVAL Lu Q Z +O 0 _ � J U m Lu IV co Q�W co r •I, � +++++ + + + + ' + + APPROX. 10 LF CONCRETE ` -- CURB & GUTTER REMOVAL#� + 1 tom+ + + + + + + + + + + + + + + + + F + + + + + + + +�� ++ +++ ++ ++ +� ++ + + +++++++++++ . ++'++'+ ++++'++++ + + + + ++.++++ + +++ ++++++++++ O .+=++++m +++++++++++++++ + ++. . . ++++++++++++++ .+,16+ +++ +++++++ .71 ++++++++++++ �+ ++ +++++ 1 531 + + + + + + + + + ++ +�+++++ + . ++ ++++++++++++++ + 1 — — _ 331 :�.35►1 + + + + + + + + + + + + ++ ++++++++,++ «��-+_+ + ++++++ '« ---� + ++ +++ +++ +++ +++ ++ + ++ +118+p�+++++++++++ +++ +++ +++ +++ +++ +++ +++ +++ +++ +++ +++ +++ +++ +++ +++++++++++ +++ ++ ++ +++++++++++++++ + ++ ++ ++ ++++ �_- + + +I<+ +++ ++ +++ + ++ +++ + +A ++ +++ +++ + ++ +++ +++ + + + + +++ ++++++++++++++++++++++++ + + + + + + + + + + + 5290 ++++++++++++ O +++ + + + + + + + +++ + +++ +++ + + ++ + + A2 + + + + + + + + + + + + + + + + + + + + 1 ++++++++++++++++++++ ++1 + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Lu p + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Q T wm ~ 4 wi co STA 115+00-120+00 REMOVE AND REPLACE 40 LF OF CONCRETE CURB & GUTTER AT APPROXIMATELY 4 LOCATIONS (OR AS DIRECTED BY THE ENGINEER)". 10 SAW AND SEAL CRACK LOCATIONS ON CONCRETE CURB & GUTTER (OR AS DIRECTED BY THE ENGINEER). APPROX. 10 LF — CONCRETE CURB & 5320 GUTTER REMOVALIJW N 0 20 40 H: SCALE IN FEET 5381 .777777- + + + 60++++ +++++++ 5360 04 ` y w CD APPROX. 10 LF CONCRETE i Z O W CURB & GUTTER REMOVAL APPROX. 10 LF CONCRETE J + W CURB & GUTTER REMOVAL = N = U cn maw �cnN N 0 20 40 H. SCALE IN FEET wsb WSB PROJECT NO.: 014709-000 SCALE: DESIGN BY: AS SHOWN LME PLAN BY: CHECK BY: SA JLS U) Z o O N Lu w 0 0Y w LLwy� w�oz v z�aw� w amQCZ-7 W w Z DowQZ� =wzo0 w LL d N W¢ N Q > LL F w O w 2� w U�jaF Y O ow w WON Wrwz w w w F =0 H� 0 F- U Lu 0 W d W F- I— F—z Lu O 2i CN N > 0 J Lu U I— cz G LL 0 U MILL & OVERLAY PLANS C. P. 200001 SHEET 25 OF 39 STARLING DR CONSTRUCT ADA PEDESTRIAN RAMP -r aAPPROX. CONCRETE R REMOVAL /✓ 5371 5381 1 + +,+++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 121+00 + + +1 1f+ 3F + + + + + + �+ + + + 12 00+ + + + + + } + - - ++--.� —+—� + + + + + + + + +++ + + + + -+ + + + + + + + + + + + ++++++ +++ + + + + + +++ '+ + + + + ++ ++ ++ ++ + ++ ++ ++ + + ++ + + ++ + + ++ +++ ++ ++ ++ +++ ++ ++ ++ +++ +++ ++ + ++ + + ++ + C + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 5360 STA 120+00 - 121+23 REMOVE AND REPLACE 10 LF OF CONCRETE CURB & GUTTER AT APPROXIMATELY 1 LOCATIONS (OR AS DIRECTED BY THE ENGINEER). 3 SAW AND SEAL CRACK LOCATIONS ON CONCRETE CURB & GUTTER (OR AS DIRECTED BY THE ENGINEER). ■ Fd -00 • Ln N Z o+ W J O W U. Q W cn N 5380 LEGEND O INLET PROTECTION REMOVAL �jj� H SUBGEDDE CORRECTION S WOOD FIBER BIOROLL ENGINEER) OSAW & SEAL CRACK EDGE MILL AC ADJUST CASTING GV ADJUST GATE VALVE 'I FULL WIDTH MILL ,J i i } +'{ MALLARD LN, SEE SHEET 27 SEE SHEET 27 STA 220+00-221+52 - 5 SAW AND SEAL CRACK LOCATIONS ON CONCRETE CURB & GUTTER "(OR AS DIRECTED BY THE ENGINEER)". ti 0 20 40 H: SCALE IN FEET 4' MALLARD LN SEE SHEET 27 9230 LOCATION J CITY OF � Monticello �I II�IIIIh TANAGER CIR STA 210+00-212+29 - REMOVE AND REPLACE 30 LF OF CONCRETE CURB & GUTTER AT APPROXIMATELY 3 LOCATIONS (OR AS DIRECTED BY THE ENGINEER). 2 SAW AND SEAL CRACK LOCATIONS ON CONCRETE CURB & GUTTER (ORAS DIRECTED BY THE ENGINEER). wsb WSB PROJECT NO.: 014709-000 SCALE: DESIGN BY: AS SHOWN LME PLAN BY: CHECK BY: SA JLS U_ Z o O � y w 0 N 0 Y w F� x ¢x � 0 20 40 W?oZ H: a�¢O SCALE IN FEET � o zw¢wF 5�-Zo (7 a mQW N ow z <azQj ¢zmwzop 10 JREMOVAL Y w o j-'5 F 'UT ¢ �a�oN Y Ooww maFNp "it wzw w 20EHH—OJJ U w O LU d W j)29 �' U) ~ Z C/) W O 2i O LU N > O O J J LJ U I- Z 2i LL O H U MILL & OVERLAY PLANS 0 20 40 C. P. H: SCALE IN FEET 200001 SHEET 26 OF 39 STA 130+26-135+00 REMOVE AND REPLACE 50 LF OF CONCRETE CURB & GUTTER IN APPROXIMATELY 4 LOCATIONS (OR AS DIRECTED BY THE ENGINEER). 4 SAW AND SEAL CRACK LOCATIONS ON CONCRETE CURB & GUTTER (OR AS DIRECTED BY THE ENGINEER). IAF-11IW_1:191101 — WOOD FIBER BIOROLL SAW & SEAL CRACK ADJUST CASTING ADJUST GATE VALVE REMOVAL 0000 WITH DBY W D o z (AS DIRECTED ENGINEER) aD¢0 EDGE MILL + + + +++++ +++ FULL WIDTH MILL 4 APPROX. 10 LF CONCRETE CURB & GUTTER REMOVAL APPROX 101-F CONCRETE + + + + + + + + + + ++ + + + + ++ + + + + + + + + + + + + + + + 1 F O FF .. STA 135+00 -140+00 T26 1� REMOVE AND REPLACE 70 LF OF CONCRETE CURB & GUTTER IN APPROXIMATELY 4 LOCATIONS (OR AS DIRECTED BY THE ENGINEER). APPROX. 10 LF CONCRETE 7 SAW AND SEAL CRACK LOCATIONS ON CONCRETE 1 CURB & GUTTER REMOVAL CURB & GUTTER (OR AS DIRECTED BY THE ENGINEER). LOCATION r r + + ++ + + + + ++ + ++ , ++ + + + 0 20 40 h: SCALE IN FEET z4IIII� 0 20 40 h: SCALE IN FEET 5250 i Monticello CITY OF wsb WSB PROJECT NO.: 014709-000 SCALE: DESIGN BY: AS SHOWN LME PLAN BY: CHECK BY: SA JLS N z Z o O � y Lu fy 0 0� w LLwa¢ CURB & GUTTER REMOVAL W D o z �+ + aD¢0 _ z0awO z w a m Q W w z NOHWz H ' +++++ O �aQZ� APPROX. 20 LF =wzi w Ojx �(I CONCRETE CURB & GUTTER REMOVAL r Q • + + + + ,+++ APPROX. 30 LF CONCRETE + + P� ++ + &GUTTER REMOVAL + + � +++++ + + + + + + + ++ ++ -00o Q 0 a + + + + + + + + + + ++ + + + + ++ + + + + + + + + + + + + + + + 1 F O FF .. STA 135+00 -140+00 T26 1� REMOVE AND REPLACE 70 LF OF CONCRETE CURB & GUTTER IN APPROXIMATELY 4 LOCATIONS (OR AS DIRECTED BY THE ENGINEER). APPROX. 10 LF CONCRETE 7 SAW AND SEAL CRACK LOCATIONS ON CONCRETE 1 CURB & GUTTER REMOVAL CURB & GUTTER (OR AS DIRECTED BY THE ENGINEER). LOCATION r r + + ++ + + + + ++ + ++ , ++ + + + 0 20 40 h: SCALE IN FEET z4IIII� 0 20 40 h: SCALE IN FEET 5250 i Monticello CITY OF wsb WSB PROJECT NO.: 014709-000 SCALE: DESIGN BY: AS SHOWN LME PLAN BY: CHECK BY: SA JLS N z Z o O � y Lu fy 0 0� w LLwa¢ W D o z v aD¢0 z0awO z w a m Q W w z NOHWz H �aQZ� =wzi w No Ya vOj~ LL N F � LL ioNa~ 0 LL0 w F y rw Z. 2 K WH lu -00o Q 0 F- U Lu F- � LU a Lu F- I- F- Z Lu c:) 2i CN N > 0 J Lu _U I - Z 2i LL O H U MILL & OVERLAY PLANS C. P. 200001 SHEET 27 OF 39 STA 140+00-145+00 REMOVE AND REPLACE 10 LF OF CONCRETE CURB & GUTTER AT APPROXIMATELY 1 LOCATION (OR AS DIRECTED BY THE ENGINEER). 1 SAW AND SEAL CRACK LOCATIONS ON CONCRETE CURB & GUTTER (OR AS DIRECTED BY THE ENGINEER). VA STA 145+00 - 149+00 REMOVE AND REPLACE 20 LF OF CONCRETE CURB & GUTTER AT APPROXIMATELY 2 LOCATIONS (OR AS DIRECTED BY THE ENGINEER). 2 SAW AND SEAL CRACK LOCATIONS ON CONCRETE CURB & GUTTER (OR AS DIRECTED BY THE ENGINEER). IAF-11IW_1:191101 r.' W RECONSTRUCT ADA PEDESTRIAN RAMP It S3 77 S33 O LOCATION �moiiAo � TTT11� PROJECTso mingiv wsb WSB NO.: 014709-000 SCALE: DESIGN BY: ASSHOWN iLmam�-*-'. ---xm'�0.60.0.r PLAN BY: CHECK BY:Will do -Wil SAN id" -�tielol*el air SA JLS - APPROX. 10 LF ! °o CONCRETE CURB & ! 3 GUTTER REMOVAL O 7 (A $ o L _- Lo u.Lu '-- 143+00-- _ o Al— LEGEND O INLET PROTECTION REMOVAL 0 20 N H: SCALE IN WOOD FIBER BIOROLL (AS D DIRECTED BY ENGINEER) OSAW & SEAL CRACK w Z EDGE MILL AC ADJUSTCASTING GV ADJUST GATE VALVE + + + + + + +,+++++++++ +++++++++++ FULL WIDTH MILL RECONSTRUCT ADA PEDESTRIAN RAMP It S3 77 S33 O LOCATION �moiiAo � TTT11� PROJECTso mingiv wsb WSB NO.: 014709-000 SCALE: DESIGN BY: ASSHOWN iLmam�-*-'. ---xm'�0.60.0.r PLAN BY: CHECK BY:Will do -Wil SAN id" -�tielol*el air SA JLS - MILL & OVERLAY PLANS SHEET 28 C. P. OF 200001 39 U Z (A $ o L Lo u.Lu 7,. o ° � w LLwa¢ 0 20 40 w�oz a H: SCALE IN FEET z a w F w w amQCZ-7w w Z ¢z =wz�° w Y a v° j-'5~ LL N F � LL w��aF r0NwLL w a F u O 66 wxwo w0 c5C) 0 Lu O � J 0 F- Q� Lu LU d U Lu Z F- H Lu CD 2i 2i LL N O O Q ry F- 0- 0- U MILL & OVERLAY PLANS SHEET 28 C. P. OF 200001 39 STA 150+90 - 154+00 - REMOVE AND REPLACE 130 LF OF CONCRETE CURB & GUTTER AT APPROXIMATELY 6 LOCATIONS (OR AS DIRECTED BY THE ENGINEER). 9 SAW AND SEAL CRACK LOCATIONS ON CONCRETE CURB & GUTTER (OR AS DIRECTED BY THE ENGINEER). MARTIN DR SAW & SEAL CRACK EDGE MILL ADJUST CASTING ADJUST GATE VALVE FULL WIDTH MILL +++ + + + APPROX. 30 LF LOCATION s rn ii Monticello CITY OF I wsb WSB PROJECT NO.: 014709-000 SCALE: DESIGN BY: AS SHOWN LME PLAN BY: CHECK BY: SA JLS U) Z o o N Lu 0 2 z 0Y w F� x ¢x F 0 20 40 W?oz H: ax¢� SCALE IN FEET o zwaw� ,L am¢cZ-7w w z Z. 'z �aZazo =wzo w LLaww< ¢ �¢w1w cw1��aF Y o N W w w a F u 0 rw Z. u w xw2� =00JJ 0 F- s Q O Lu LU F- d U Lu �I- Z �Lu 2i CV LL s C:) O U MILL & OVERLAY PLANS N SHEET 0 20 40 29 H: C.P. OF SCALE IN FEET 200001 39 - Tolly ki � - !!! APPROX. 20 LF CONCRETE }r v1 CURB & GUTTER REMOVAL f 5081 5 1 111 5125L7 " 5061 101 _ _ _ _ _- _ _ _ _ _ _ - 157 158+00 — — �— 1 +0o 155+00 _ 156+0 GV \ - 5080 5100 5124 ' 0128 w Lu J0Lo s Lu r Lu � U STA 154+00-159+00 y - REMOVE AND REPLACE 20 LF OF CONCRETE CURB & GUTTER AT APPROXIMATELY 1 LOCATION (OR AS DIRECTED BY THE ENGINEER). 15 SAW AND SEAL CRACK LOCATIONS ON CONCRETE CURB & GUTTER (OR AS DIRECTED BY THE ENGINEER). rn ii Monticello CITY OF I wsb WSB PROJECT NO.: 014709-000 SCALE: DESIGN BY: AS SHOWN LME PLAN BY: CHECK BY: SA JLS U) Z o o N Lu 0 2 z 0Y w F� x ¢x F 0 20 40 W?oz H: ax¢� SCALE IN FEET o zwaw� ,L am¢cZ-7w w z Z. 'z �aZazo =wzo w LLaww< ¢ �¢w1w cw1��aF Y o N W w w a F u 0 rw Z. u w xw2� =00JJ 0 F- s Q O Lu LU F- d U Lu �I- Z �Lu 2i CV LL s C:) O U MILL & OVERLAY PLANS N SHEET 0 20 40 29 H: C.P. OF SCALE IN FEET 200001 39 lar_vi911191V STARLING DR SEE SHEET 24 STA 159+00-169+29 - 5 SAW AND SEAL CRACK LOCATIONS ON CONCRETE CURB & GUTTER "(OR AS DIRECTED BY THE ENGINEER)". P STA 170+17-176+05 - REMOVE AND REPLACE 30 LF OF CONCRETE CURB & GUTTER AT APPROXIMATELY 2 LOCATIONS (OR AS DIRECTED BY THE ENGINEER). - 10 SAW AND SEAL CRACK LOCATIONS ON CONCRETE CURB & GUTTER (OR AS DIRECTED BY THE ENGINEER). LEGEND O INLET PROTECTION FULL DEPTH BITUMINOUS R OVAL r////////// CTI WS DBY WOOD FIBER BIOROLL DIRECTED ENGIN OSAW & SEAL CRACK EDGE MILL AC ADJUST CASTING GV ADJUST GATE VALVE + +Y+�+�+ FULL WIDTH MILL EIDER LN APPROX. 10 LF CONCRETE � • ��~ I FALCON AVE SEE SHEET 31 SEE SHEET 24 LOCATION IIIIIIII CITY OF ,{ Monticello wsb WSB PROJECT NO.: 014709-000 SCALE: DESIGN BY: AS SHOWN LME PLAN BY: CHECK BY: SA JLS N Z o O � y Lu N z 4w w 0 20 40 LLwa¢ Z j p � � v H U SCALE IN FEET a a z - awe w a m Q 5 W w Z N ow�wz �azq =wzo0 w > a N j-'5 F LL N � LL F K 2� K O w io0w wwoz. w 0 20 40 =x�(< H: _oow� o SCALE IN FEET F - Lu O Lu F- LU d U Lu H Z C/)o W (v LL oNLU O O [Y F- C) U MILL & OVERLAY PLANS SHEET 30 C.P. OF 200001 39 EIDER LN SEE SHEET 30 EIDER LN SEE SHEET 30 id Lu 0 Lu _ `O 0 CO O C Lu C (n (n STA 180+20-185+00 REMOVE AND REPLACE 50 LF OF CONCRETE CURB & GUTTER AT APPROXIMATELY 5 LOCATIONS (OR AS DIRECTED BY THE ENGINEER). 9 SAW AND SEAL CRACK LOCATIONS ON CONCRETE CURB & GUTTER (OR AS DIRECTED BY THE ENGINEER). WAPPROX. 10 LF -1 C,CONCRETE CURB & GUTTER 5.401 REMOVAL 1 5,4 91 STA 185+00 - 190+00 - REMOVE AND REPLACE 40 LF OF CONCRETE CURB & GUTTER AT APPROXIMATELY 4 LOCATIONS (OR AS DIRECTED BY THE ENGINEER). 17 SAW AND SEAL CRACK LOCATIONS ON CONCRETE CURB & GUTTER (OR AS DIRECTED BY THE ENGINEER). 186+00 FALCON AVE q*eWLIel O INLET PROTECTION FULL DEPTH BITUMINOUS REMO VAL — — WOOD FIBER BIOROLL 0000 WITH DIRECTED DE ENGINEER) N OSAW & SEAL CRACK 014709-000 AC ADJUST CASTING EDGE MILL GV ADJUST GATE VALVE+ + + + + + FULL WIDTH MILL + ++ APPROX. 10 LF CONCRETE 1 CURB & GUTTER REMOVAL PLAN BY: CHECK BY: r. SA JLS 1 � ' _ 5451 187+00 1 �— O 1 OO - 1 APPROX. 10 LF CONCRETE 5 CURB &GUTTER REMOVAL ' - APPROX. 10 LF CONCRETE CURB & GUTTER REMOVAL 450 188+00 W 5451 5., ______----- 1 189+00 7 54-^O b 0480 � k r LOCATION { i Monticello CITY OF C wsb WSB PROJECT NO.: 014709-000 SCALE: DESIGN BY: L;=AS v SHOWN LME PLAN BY: CHECK BY: SA JLS Z z Z 0 O jo Lu fy Wc �Z o p N -J 47 J z =0pW m z aQW °� W LLwa� N 0 20 40 w�oZ a SCALE IN FEET z a w F w L Z.0 W w Z NO�wz , <z azo =wzo w LLaww< ¢ N > w F ¢;wo`� cw1��aF Y 0 ow LL it roz.. w w =0w0- o 91 "m w o � J O J Lu F--- d U Lu � � z — 190 00 _ – O W 2i CVLL 00 0 M L►J + w 6 Lu N N MILL & OVERLAY PLANS N SHEET 31 0 20 40 C.P. OF H: SCALE IN FEET 200001 39 FALCON AVE APPROX. CONCRETE CURB & GUTTER REMOVAL 1 - ---_- - 551.1 193+00 192+00 - '491 �_— I� 5481 0 5540 190 00 _ I 5490 5480 i o Z� N W co CANVASBACK CT STARLING LN SEE SHEET 25 STARLING LN SEE SHEET 25 LEGEND OINLET PROTECTION REMOVAL WITH TION EODE REONGR — — WOOD FIBER BIOROLL S DIRECTED BY E OSAW & SEAL CRACK EDGE MILL AC ADJUST CASTING GV ADJUST GATE VALVE + + + + + r + FULL WIDTH MILL FALCON AVE SEE ABOVE STA 200+00 - 201+80 REMOVE AND REPLACE 20 LF OF CONCRETE CURB & GUTTER AT APPROXIMATELY LOCATION (OR AS DIRECTED BY THE ENGINEER). 8 SAW AND SEAL CRACK LOCATIONS ON CONCRETE CURB & GUTTER "(OR AS DIRECTED BY THE ENGINEER). LOCATION STA 190+00-193+06 REMOVE AND REPLACE 10 LF OF CONCRETE CURB & GUTTER AT APPROXIMATELY 1 LOCATION (OR AS DIRECTED BY THE ENGINEER). 10 SAW AND SEAL CRACK LOCATIONS ON CONCRETE CURB & GUTTER (ORAS DIRECTED BY THE ENGINEER). � �j CITY OF Monticello { wsb WSB PROJECT NO.: 014709-000 SCALE: DESIGN BY: AS SHOWN LME PLAN BY: CHECK BY: SA JLS N Z o O T y W N OY w 0 20 40 Uo�w F. w�oz v SCALE IN FEET a a z�aw� w a m Q z W w Z �azQ� <wzo azw Y a - w LL N LL F Uw YOowLL w a F u 0 w=xwo =osw¢ o F- U w O � J O J Lu F- LU d U Lu F- H Z Lu 75; CV LL oNLU O O iY F- 0- 0- U 2 MILL & OVERLAY PLANS z SHEET 0 20 40 32 H SCALE IN FEET C.P. OF 200001 39 STA 231+75 - 235+00 REMOVE AND REPLACE 60 LF OF CONCRETE CURB & GUTTER IN APPROXIMATELY 6 LOCATIONS (OR AS DIRECTED BY THE ENGINEER). 3 SAW AND SEAL CRACK LOCATIONS ON CONCRETE CURB & GUTTER (OR AS DIRECTED BY THE ENGINEER). 7 175'- 6" PE DRAINTILE, OAKRIDGE DR LOCATION 50'- 6" PE DRAINTILE, AS DIRECTED BY ENGINEER LEGEND OINLET PROTECTION Z o REMOVAL O � y WITHTIN —- WOOD FIBER BIOROLL DIRECTED D BY ENGINEER) OSAW & SEAL CRACK 0 0Y w LLwa¢ w Boz EDGE MILL AC ADJUST CASTING z�aw� w GV ADJUST GATE VALVE+ + r + + r + + + + + + + FULL WIDTH MILL �aZazo =wz� OAKVIEW LN. SEE SHEET 36 .■■■■■MOM ■■MM ■■■■■■■■■■■■�I■■■�' ■■■ _ ��■■■■■■■■�- ■■■I■■ \� omm ■■■■■■O '�■■■■■■\, M11 ME MMEM ■■■■► .■ii■■■■■■■■■■■■..........■■■■■■■■■■MEN ■■■■■■.- ►- M so MOM MEMO EME MEMO M IN ■■■■► ■■■■■ .No IM ■■■■■► ■■ii■■ .i■■■■� I■■■■► ■■�■� }i iiiME ■■mom iii mom on no ..• • . ■■■v gym■■■,W4111WRAR11101mom• ME■■■ • ■■■■_.� I■■■■ MEM moon , iNNEI I# STA 235+00 - 240+00 - REMOVE AND REPLACE 20 LF OF CONCRETE CURB & GUTTER IN APPROXIMATELY 2 LOCATIONS (OR AS / DIRECTED BY THE ENGINEER). - 4 SAW AND SEAL CRACK LOCATIONS ON CONCRETE CURB & GUTTER (OR AS DIRECTED BY THE ENGINEER). 1=# APPROX. 10 LF CONCRETE CURB & GUTTER REMOVAL ��` ` •.4 MEA WOD OAK DR SEE SHEET 35 i ral �iEAD6 OAK SEE SHEET 35 N 0 20 40 H: SCALE IN FEET d .•dyad y 2 7p 0 20 40 H:li SCALE IN FEET �moiiAo wsb WSB PROJECT NO.: 014709-000 SCALE: DESIGN BY: ASSHOWN LME PLAN BY: CHECK BY: SA JLS N z Z o O � y fy 0 0Y w LLwa¢ w Boz v z�aw� w amQCZ-7 W w Z Nwz �aZazo =wz� w Y a N~ LL N F � LL U�jaF Yo�wLL w a F y p w�wzm w K w � ti F =00JJ 0 Lu O F- W LU d U Lu z F- F- W 2i O 2 LL ON O F— C) U MILL & OVERLAY PLANS SHEET 33 C.P. OF 200001 39 rw +++++ ++++ ++++x +++*++ + + + + 24S+0 gPpR �+ ++ M p V`1TF� + * + x ++ + + + +++++ * + * + * + + + + + + + + + + x x + + * x x + + :1D +x++ * x + x + x + + + o + + PROTECT EXISTING MEDIAN FE Q./t, OA COW CT STA 240+00 - 245+00 REMOVE AND REPLACE 50 LF OF CONCRETE CURB & GUTTER IN APPROXIMATELY 3 LOCATIONS (OR AS DIRECTED BY THE ENGINEER). 4 SAW AND SEAL CRACK LOCATIONS ON CONCRETE CURB & GUTTER (OR AS DIRECTED BY THE ENGINEER). �j1� X11 • 11 r11�1 1.1 1 kA• • R�r 1111• • •1�•11.1•�► 111 OAKRIDGE DR APPROX. 10 LF�RETE CURB & GUTTER REMOVAL 242+p0 �` OAKVIEW CT A4"k CURB & GUTTER REMOVAL 1 2, o t---� 272+00 ' + ** + LAK RIDGE DR APPROX. 10 LF CONCRETE APPROX. 10 LF CONCRETE SEE ggOVE CURB &GUTTER REMOVAL CURB & GUTTER REMOVAL STA 270+25-275+29 Y REMOVE AND REPLACE 90 LF OF CONCRETE CURB & GUTTER IN APPROXIMATELY 8 LOCATIONS (OR AS DIRECTED BY THE ENGINEER). 4 SAW AND SEAL CRACK LOCATIONS ON CONCRETE CURB & GUTTER (OR AS DIRECTED BY THE ENGINEER). LOCATION CCITY OF J — _ Monticello O APPROX. 10 LF CONCRETE cn (p CURB & GUTTER REMOVAL m D y N N n 2 � _ mor M + Z ---- w CD m w --- 241.00 - Z APPROX. 10 LF _ CONCRETE CURB & GUTTER REMOV{AL %f 0 40 T S H: % SCALE IN FEET A7APPROX 10 LF CONCRETE CU CURB & 7GUTTE R REMOVAL • �1•�••1•••111111••1.1111.11.111.11.1] �.11��1••1••111•IIi_I�•1�1�i:1��_I�1�_I�1:1�•�1 .-��•�i•��i1�111�i1�11i�•11�•11�••I�i � �11�11••111.11•�II�i�1�_I�11�111�1_II�_I�I�IIIQII••11•1 IIIIIIIII�I�p O VAPORI•- i a1 APPROX. 10 LF CONCRETE CURB & GUTTER REMOVAL I a" APPROX. 20 LF CONCRETE CURB & GUTTER REMOVAL 275+0p p f 914, wsb WSB PROJECT NO.: 014709-000 SCALE: DESIGN BY: AS SHOWN LME PLAN BY: CHECK BY: SA JLS N Z o O N Lu w 4Y w LEGEND LLwa¢ O INLET PROTECTION v FULL DEPTH BITUMINOUS REMO VAL z�aw� w W ITH SUBGRADE CORRECTION w Z WOOD FIBER BIOROLL S DIRECTED BY ENGINEER) OSAW & SEAL CRACK =wz0 w Y a EDN~ w¢ EDGE MILL AC ADJUST CASTING r0oww GV ADJUST GATE VALVE + + + FULL WIDTH MILL W F =0H� %++ y+i+{ OAKVIEW CT A4"k CURB & GUTTER REMOVAL 1 2, o t---� 272+00 ' + ** + LAK RIDGE DR APPROX. 10 LF CONCRETE APPROX. 10 LF CONCRETE SEE ggOVE CURB &GUTTER REMOVAL CURB & GUTTER REMOVAL STA 270+25-275+29 Y REMOVE AND REPLACE 90 LF OF CONCRETE CURB & GUTTER IN APPROXIMATELY 8 LOCATIONS (OR AS DIRECTED BY THE ENGINEER). 4 SAW AND SEAL CRACK LOCATIONS ON CONCRETE CURB & GUTTER (OR AS DIRECTED BY THE ENGINEER). LOCATION CCITY OF J — _ Monticello O APPROX. 10 LF CONCRETE cn (p CURB & GUTTER REMOVAL m D y N N n 2 � _ mor M + Z ---- w CD m w --- 241.00 - Z APPROX. 10 LF _ CONCRETE CURB & GUTTER REMOV{AL %f 0 40 T S H: % SCALE IN FEET A7APPROX 10 LF CONCRETE CU CURB & 7GUTTE R REMOVAL • �1•�••1•••111111••1.1111.11.111.11.1] �.11��1••1••111•IIi_I�•1�1�i:1��_I�1�_I�1:1�•�1 .-��•�i•��i1�111�i1�11i�•11�•11�••I�i � �11�11••111.11•�II�i�1�_I�11�111�1_II�_I�I�IIIQII••11•1 IIIIIIIII�I�p O VAPORI•- i a1 APPROX. 10 LF CONCRETE CURB & GUTTER REMOVAL I a" APPROX. 20 LF CONCRETE CURB & GUTTER REMOVAL 275+0p p f 914, wsb WSB PROJECT NO.: 014709-000 SCALE: DESIGN BY: AS SHOWN LME PLAN BY: CHECK BY: SA JLS N Z o O N Lu w 4Y w LLwa¢ w�oz v z�aw� w amQCZ-7 W w Z Dow�wz �azQ� azo =wz0 w Y a EDN~ w¢ ¢ ow _ cw��aF r0oww o z O K w Wwo W F =0H� o H Lu O � J O W F- d U W F- H Z W 2i O � LL oN LU O O F— C) APPROX. 10 LF CONCRETE if CU REMOVAL ER MILL & OVERLAY \PLANS N SHEET 0 20 40 34 H: C.P. OF SCALE IN FEET 200001 39 MEADOW OAK DR LOCATION DIRECTED BY THE ENGINEER). - 3 SAW AND SEAL CRACK LOCATIONS ON CONCRETE CURB & GUTTER (OR AS DIRECTED BY THE ENGINEER). STA 255+00-257+56 - REMOVE AND REPLACE 30 LF OF CONCRETE CURB & GUTTER IN APPROXIMATELY 2 LOCATIONS (OR AS DIRECTED BY THE ENGINEER). - 4 SAW AND SEAL CRACK LOCATIONS ON CONCRETE CURB & GUTTER (OR AS DIRECTED BY THE ENGINEER). CITY OF � Monticello wsb WSB PROJECT NO.: 014709-000 SCALE: DESIGN BY: ASSHOWN LME PLAN BY: CHECK BY: SA JLS z a WITH SUBRADE CORRECTION O WOOD FIBER BIOROLL AS D RECG D BY ENGINEER) OSAW & SEAL CRACK J + O W _ V 0!00 w aF-w cl) U) EDGE MILL AC ADJUST CASTING r 0 20 40 w}� � GV ADJUST GATE VALVE+ SCALE IN FEET m p a z w¢ w F FULL WIDTH MILL am¢cZ3w w + + w Z CITY OF � Monticello wsb WSB PROJECT NO.: 014709-000 SCALE: DESIGN BY: ASSHOWN LME PLAN BY: CHECK BY: SA JLS OVA IIIW [OI1/I1:9W_\'1 PLANS z SHEET 0 20 40 35 H: C. P. 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P. 200001 SHEET 36 OF 39 0 0 sc o y 3 - 3`Jn - 39n - » » » » » » » » » LOCATION ti 0 20 40 H.C= III SCALE IN FEET CITY OF Monticello wsb WSB PROJECT NO.: 014709-000 SCALE: DESIGN BY: AS SHOWN JLS PLAN BY: CHECK BY: SA JLS LEGEND Z s O 11 OINLET PROTECTION Lu FULL DEPTH RECLAIM 0 o� W — WOOD FIBER BIOROLL UZ7p SILT FENCE I; NEW PAVEMENT EXTENSION sF O SAW & SEAL CRACK aYa0w w Z =w=wz + AC ADJUST CASTING 1 RECONSTRUCT EXISTING PAVEMENT ¢ o + + CITY OF Monticello wsb WSB PROJECT NO.: 014709-000 SCALE: DESIGN BY: AS SHOWN JLS PLAN BY: CHECK BY: SA JLS WWTP SURFACE PLANS SHEET 37 C. P. OF 200001 39 Z s O 11 Lu 0 o� W UZ7p 00" zwaw9 w w aYa0w w Z =w=wz a~ I Q z O 2 W z O w w R. vNiH ��NwF ¢ o YOw wW3 w =00L3 0 H Lu O � J O Lu W n U Lu Z Lu 2 2i C,JO LL LU 0 N > � U WWTP SURFACE PLANS SHEET 37 C. P. OF 200001 39 i EX. 113 5002 RIM: 908.83 INV: 905.21 (NE) m X W_ I WWTP PARKING LOT 1EX. CB 5001 RIM: 908.88 I INV: 904.68 (SW) INV: 904.78 (NW) PROP. INV: 904.88 (SE) m n^ IAA \ O soo rn�Ut U A °o ' 1 N FIT o \ I V� 26- 6" PE PERF DRAINTILE LOCATION ti Ad 0 10 20 H. CM i SCALE IN FEET LEGEND OINLET PROTECTION FULL DEPTH RECLAIM \ \ — WOOD FIBER BIOROLL 3.06% \ SILT FENCE I; NEW PAVEMENT EXTENSION sF O SAW & SEAL CRACK �00. 1 I 4.56% + \ AC ADJUST CASTING 4C -4c- 41'- K41'- 12" , HDPE @ 1.00%03 RECONSTRUCT EXISTING PAVEMENT \ MH 5100 o 30" NYLOPLAST MH \� I 3 \ RIM: 909.00 CB 5102 �1 INV: 905.86 (NW) \ 15" NYLOPLAST INLET �I I INV: 906.06 (NE) INV: 905.96 (SE) �� I RIM: 908.32 INV: 906.47 (SW) �\" 25'- 6" PE PERF DRAINTILE X ' /L I X / d rf. I 151- 6" PE PERF DRAINTILE 2.31_% �\ Iq �� 1°/�\ ` CB 5101 k-- 15" NYLOPLAST INLET 2. \ • RIM: 908.23 INV: 906.71 (NW) v I \ cv S, X v \ \ -7 - 286'03 • 15'- 6" PE PERF DRAINTILE V • 1 \ \1 I x Y X� m w o G) LOCATION ti Ad 0 10 20 H. CM i SCALE IN FEET ciTv�oF � Monticello wsb WSB PROJECT NO.: 014709-000 SCALE: DESIGN BY: AS SHOWN JLS PLAN BY: CHECK BY: SA JLS Z o 0 0 Lu0 z o� W Ww. C,oz < wo w w .Y=Zz w Z =w=wz a~i azo 2 W Z O LL W ~ a o vN H ¢ o Yj 2 w0:W W3 =o0L3 0 H W O O W W 0_ U W H Z W o LL N LU 0 > D_ U G WWTP GRADING & STORM SEWER PLAN SHEET 38 C.P. OF 200001 39 LEGEND OINLET PROTECTION FULL DEPTH RECLAIM — WOOD FIBER BIOROLL SILT FENCE I; NEW PAVEMENT EXTENSION sF O SAW & SEAL CRACK + AC ADJUST CASTING 1 RECONSTRUCT EXISTING PAVEMENT + + ciTv�oF � Monticello wsb WSB PROJECT NO.: 014709-000 SCALE: DESIGN BY: AS SHOWN JLS PLAN BY: CHECK BY: SA JLS Z o 0 0 Lu0 z o� W Ww. C,oz < wo w w .Y=Zz w Z =w=wz a~i azo 2 W Z O LL W ~ a o vN H ¢ o Yj 2 w0:W W3 =o0L3 0 H W O O W W 0_ U W H Z W o LL N LU 0 > D_ U G WWTP GRADING & STORM SEWER PLAN SHEET 38 C.P. OF 200001 39 PROTECT EXISTING SIDEWALK PROTECT EXISTING FENCE WWTP PARKING LOT LOCATION CITY OF Monticello wsb WSB PROJECT NO.: 014709-000 SCALE: DESIGN BY: AS SHOWN JLS PLAN BY: CHECK BY: SA JLS Z s O 11 U Lu w 0 z 0> LEGEND w Lu O w.oUZ7pz < O zwaw� w w W U aM a[D w z zw w = w y � w 2 ¢ z 2 W z O O W F -a vN 4 0 > O U d H + j Y 2 www U SCALE IN FEET 1 wofww3 r =003 0 H LEGEND Lu O � J O of Lu W U w Z W N 2 O LL N LU 0 > O + 0 5 10 H: U SCALE IN FEET 1 WWTP TURN AROUND GRADING PLANS SHEET 39 C. P. OF 200001 39 LEGEND O INLET PROTECTION r/////////AFULL DEPTH RECLAIM WOOD FIBER BIOROLL SILT FENCE I; NEW PAVEMENT EXTENSION sF O SAW & SEAL CRACK + AC ADJUST CASTING 1 RECONSTRUCT EXISTING PAVEMENT + + WWTP TURN AROUND GRADING PLANS SHEET 39 C. P. OF 200001 39 City Council Agenda: 01/27/2020 2L. Consideration of Adopting Resolution 2020-04 approving an Addendum to Purchase Agreement between the Citv of Monticello and LSW Investments, LLC (AS/ML) A. REFERENCE AND BACKGROUND: The City Council is being asked to consider adopting Resolution 2020-04 approving an addendum to a purchase agreement previously approved by the City Council in October 2019. This item was tabled from January 13, 2020 to address additional language requested by the Buyer relating to the soils testing and restoration on the site. The approved purchase agreement is for the sale of a 20 -acre parcel located at 8617 Edmonson and owned by the City of Monticello to LSW Investments, LLC. The 20 -acre tract of land was acquired by the city in early 2008 as a site for a new public works facility. In reviewing the current and past uses of the site, in addition to the use of the one remaining shed, Public Works has also deposited debris materials from regular sewer maintenance activities on the site. The buyer is requesting an amendment to the purchase agreement which specifies that the clean-up of this material and restoration of the site is the responsibility of the city as seller and that testing soils to ensure proper removal will also be the city's responsibility. The City Engineer and buyer have discussed this addendum and are in agreement on the requirements and language proposed. No other terms or conditions of the purchase agreement are proposed for amendment. Al. Budget Impact: The Public Works Department will perform the required removals and any testing required is anticipated at under $8,000. The Buyer has requested the use of the firm currently on site completing due diligence for the Buyer. Any additional remediation necessary will come from the Public Works budget. A2. Staff Workload Impact: Staff impact for this addendum has been minor and limited to review of activities and potential remediation. Total hours of impact are estimated at 10 hours. The EDA's attorney will also bill for approximately 3 hours associated with this amendment. B. ALTERNATIVE ACTIONS: 1. Motion to adopt Resolution 2020-04 approving an Addendum to Purchase Agreement between the City of Monticello and LSW Investments, LLC 2. Motion to deny adopting Resolution 2020-04 for Addendum to Purchase Agreement between the City of Monticello and LSW Investments, LLC 3. Motion to table consideration of adopting Resolution 2020-04 for more research and/or discussion. C. STAFF RECOMMENDATION: City staff supports Alternative #1. The proposed addendum relates to an acceptable term and condition on the part of the potential buyer. D. SUPPORTING DATA: A. Resolution 2020-04 B. Addendum to Purchase Agreement C. Aerial Photo CITY OF MONTICELLO RESOLUTION NO. 2020-04 RESOLUTION APPROVING ADDENDUM TO PURCHASE AGREEMENT BETWEEN THE CITY OF MONTICELLO AND LSW INVESTMENTS, LLC BE IT RESOLVED BY the City Council ("Council') of the City of Monticello, Minnesota (the "City") as follows: Section 1. Recitals. 1.01. The City and LSW Investments, LLC (the "Buyer") previously entered into a purchase agreement dated as of October 14, 2019 (the "Purchase Agreement") pursuant to which the City will convey certain property owned by the City (the "Property") to the Buyer for the eventual development of a residential housing subdivision. The Property is described in Exhibit A attached hereto. 1.02. After execution of the Purchase Agreement, the parties discovered certain conditions on the Property requiring correction by the City. 1.03. The City and Buyer have negotiated an Addendum to Purchase Agreement (the "Addendum") to address certain conditions on the Property, which Addendum has been presented to the Council for review. 1.04. The City finds that execution of the Addendum is desirable and in the best interest of the City because it will enable the City and Buyer to proceed to closing on conveyance of the Property. Section 2. Addendum Approved. 2.01. The City hereby approves the Addendum in substantially the form presented to the City, subject to modifications that do not alter the substance of the transaction and that are approved by the Mayor and City Clerk, provided that execution of the Addendum by those officials shall be conclusive evidence of their approval. 2.02. City staff and officials are authorized to take all actions necessary to perform the City's obligations under the Addendum and under the Purchase Agreement as a whole, including without limitation execution of any documents to which the City is a party referenced in or attached to the Addendum, and any deed or other documents necessary to convey the Property to the Buyer, all as described in the Addendum and Purchase Agreement. Approved this 13th day of January, 2020, by the City Council of the City of Monticello, Minnesota. ATTEST: Mayor City Clerk EXHIBIT A PROPERTY The South 933 feet of the East 933 feet of the Northwest Quarter, both measured at right angles, thereof, in Section 23, Township 121, Range 25, Wright County, Minnesota. Located on land having a street address of: 8617 Edmonson Avenue NE, Monticello, MN A-1 ADDENDUM TO PURCHASE AGREEMENT This Addendum to Purchase Agreement (the "Addendum") is dated as of , 2020, by and between the City of Monticello, a Minnesota municipal corporation, located at 505 Walnut Street, Suite 1, Monticello, MN 55362 (the "Seller"), and LSW Investments, LLC, a Minnesota limited liability company, located at 4065 Chelsea Road West, Monticello, MN 55362 (the "Buyer"). WHEREAS, the Seller and Buyer entered into a Purchase Agreement (the "Purchase Agreement") dated as of October 14, 2020, pursuant to which the Seller will convey certain real property located at 8617 Edmonson Avenue NE outside the corporate limits of the City of Monticello, legally described on Exhibit A attached hereto (the "Property"), to the Buyer, pursuant to the terms of the Purchase Agreement; and WHEREAS, the parties have agreed to enter into this Addendum to the Purchase Agreement to address certain conditions existing on the Property. NOW, THEREFORE, the parties to this Addendum, in consideration of the promises, covenants and agreements made by each to the other, do hereby agree as follows: 1. Paragraph 8 of the Purchase Agreement is amended and supplemented as follows: 8. CONDITION OF PROPERTY. The Property is vacant, undeveloped land, currently being farmed by a third party. Except as specifically provided herein and in the Deed, Seller makes no warranty or representations whatsoever, express or implied, regarding the condition, merchantability, habitability, tenantability, environmental condition, or the fitness for any particular purpose or use, of the Property purchased and sold hereunder. Buyer acknowledges that it is purchasing the Property "AS IS, WHERE IS, AND WITH ALL FAULTS." The Buyer acknowledges that the Seller has not agreed to perform any work on or about the Property before or after the closing of this sale except as follows: (a) the parties agree and acknowledge that Seller is responsible for causing all wells located on the Property to be sealed by a licensed well contractor on or before August 30, 2020, at Seller's sole expense, and will provide well sealing records to the Buyer upon completion of such well sealing; and (b) on or before August 30, 2020, the Seller will, at Seller's sole expense, remove all sewage sludge previously deposited by Seller on the Property, including any necessary removal of underlying soil and replacement with clean soil. Pending submission of a proposal for services agreeable to both parties, the parties authorize Haugo Geotechnical Services (the "Contractor"), at Seller's sole expense, to employ commonly accepted environmental testing methods to verify that Seller's removal and remediation action is reasonably sufficient to restore the Property to a mutually satisfactory condition, and the parties further agree that the Seller shall take such further actions as are reasonably determined necessary by the Contractor and reasonably agreed by the parties to restore the Property to a mutually satisfactory condition, including without limitation compaction of any replaced or restored soils, at Seller's sole expense. This Addendum constitutes a license for the Seller, its agents and contractors to enter on the Property to perform actions specified herein, should these actions be performed subsequent to Closing. The Seller agrees that it will provide to the Buyer copies of any 1 environmental reports relating to the Property in its possession, including without limitation any Environmental Assessment Reports or soil borings. The following representations are being made by Seller: (i) that the Property will be free of any tenants or occupants as of the Closing Date, and no party shall have any rights to possession or occupancy thereof, except as provided in Section 20 hereof; (ii) that Seller has good and marketable fee title to the Property at Closing and is authorized to be able to sell the Property; (iii) to the best of Seller's knowledge, there are no petroleum compounds, "Hazardous Substance," "pollutant" or "contaminant" ever being released from any "facility" or "vessel" located on or used in connection with the Property, and Seller has not taken any action in "response" to a "release" in connection with the Property (the terms set within quotation marks shall have the meanings given to them in the federal Comprehensive Environmental Compensation and Liability Act); (iv) as of the Closing, there will be no obligations or liabilities of any kind or nature whatsoever, including but not limited to any tax liabilities, contract liabilities, or tort liabilities for which or to which Buyer or the Property will be liable or subject; (v) to the best of Seller's knowledge, there are no septic systems in use upon the Property; (vi) Seller has not filed, voluntarily or involuntarily for bankruptcy relief within the last year under the United States Bankruptcy Code or has any petition for bankruptcy or receivership been filed against Seller within the last year; and (vii) there are not any third parties entitled to possession of all or any portion of the Property after the Date of Closing and there will be no leases, oral or written, affecting all or any portion of the Property as of the Closing Date. These representations shall survive Closing for a period of 24 months. 2. This Addendum may be executed in any number of counterparts, each of which shall constitute one and the same instrument. 3. This Addendum shall be governed by the laws of the State of Minnesota. IN WITNESS WHEREOF, the parties have executed this Addendum to Purchase Agreement as of the date written above. SELLER: City of Monticello By Brian Stumpf Its Mayor By Jennifer Schreiber Its Clerk 2 BUYER: LSW Investments, LLC By Its EXHIBIT A Legal Description of Property The South 933 feet of the East 933 feet of the Northwest Quarter, both measured at right angles, thereof, in Section 23, Township 121, Range 25, Wright County, Minnesota. Located on land having a street address of: 8617 Edmonson Avenue NE, Monticello, MN A-1 Subject Parcel c�Tv or � Monticello 1 in= 752 ft N A January 9, 2020 Map Powered By Data Link wsb City Council Agenda: 01/27/2020 2M. Consideration of accepting quote and authorizing purchase of 2020 Ford F-250 truck for $47,168.61 by the Parks Department in coniunction with the central equipment fund. (TP/SR) A. REFERENCE AND BACKGROUND: City Council is asked to accept state bid quotes from Midway Commercial Ford and Twin Star Equipment to authorize the purchase of a 2020 Ford F-250 truck for the Parks Department. The purchase is incorporated with the proposal for a capital equipment fund purchase previously presented to Council as part of the 2020 budget. Al. Budget Impact: The new 2020 Ford Truck will be financed by the Central Equipment Fund in 2020. The Central Equipment Fund is an internal service fund that provides financing for governmental fund (General Fund) capital equipment purchases of $10,000 or more. The Central Equipment Fund recovers equipment costs with annual lease payments from the benefitting department. The annual recovery for this purchase is $7,900. A2. Staff Workload Impact: Improve staff efficiencies with less equipment failure and safety. Staff will be able to carry all irrigation, pipe and playground fittings to job site to make efficient repairs in the field. B. ALTERNATIVE ACTIONS: 1. Motion to accept quotes and authorize purchase of a 2020 Ford F-250 from Midway Commercial Ford and Twin Star Equipment for the sum of $47,168.61. 2. Motion to deny the purchase of truck at this time. C. STAFF RECOMMENDATION: City staff recommends Alternative #1. D. SUPPORTING DATA: • State bid pricing from Midway Commercial Ford and Twin Star Equipment. Midway Ford Commercial Fleet and Government Sales 2777 N. Snelling Ave. Roseville MN 55113 FTM24 Contract # 169665 2020 F250 4X4- Super Cab- 8' Box Automatic Transmission Dual Front Air Bags AM/FM Radio Tow Hitch Tilt Wheel Sync Standard 40/20/40 Vinyl Front Seat Standard Base Upholstery 4 -Wheel ABS Brakes Air Conditioning LT245/75r17 E All Season Tires Shift on Fly 4x4 Options Code Price E -Locking 3.73 Axle X3E $355 LT275/70r18E AT Tires TDX $241 Cloth 40/20/40 Seat is $91 STX Appearance Pkg 17S $1,661 Power Group 90L $832 Snow Plow/camper Pkg 47B $223 Block Heater 41 H $91 Dual Batteries 86M $191 240 Amp Alternator 67E $78 Brake Controller 52B $246 Running Boards 18B $405 LED Roof Clearance Lights 592 $87 Remote Start 76S $228 Upfitter Switches 66S $150 Sync 3 913 $410 Option Total $5,289 Base Price 6.2 Gas 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 Travis Swanson 651-343-5212 tswanson(a�rosevillem idwavford.com Fax # 651-604-2936 Front Tow Hooks Rubber Floor Covering Black Bumpers w/Rear Step Matching Full Size Spare Tire 6.211- V8 E85 Rear View Camera Select x Exterior Colors Code Select x Blue Jeans Metallic N1 x Race Red PQ x Stone Gray Metallic LQ x Shadow Black G1 x Magnetic Metallic J7 x Ingot Silver Metallic UX x Oxford White Z1 x x x x Extended Service Contracts Cost Select x 7 year/75,000 mile $2,570 x PremiumCare Warranty x (Bumper to Bumper) x You must have a active FIN code to participate in this Totals 1purchase contract : FIN code # I $27,280.80 jPurchase Order required prior to order placement $5,289.00 PO # $20.00 $55.00 $2,117.04 Name of Organization $100.00 $34,861.84 1 Address $34,861.84 City, State, Zip Contact Person/ Phone # Print Name and Title Date Contact's e-mail address and fax # 1950 202"d Street East Clearwater, MN 55320 Office 320-558-2800 Fax 320-558-2809 Parts 320-558-2810 October 21, 2019 Tom Pawelk City of Monticello Parks 505 Walnut St Monticello, MN 55362 Dear Tom; MN STATE CONTRACT #765 PRICING Tom.Pawelk@ci.monticello.mn.us 763-271-3276 763-295-3170 Twin Star Equipment & Mfg. Co is pleased to provide the following quote: Duramag Aluminum Service Body (56" C/A SRW) Pickup Box Delete • Body Dimensions — 80" x 104.5" • All Aluminum Extruded Box Tube Construction • Fully Welded Assembly • Extreme Duty .625 Interlocking Aluminum Floor • Heavy Slam Latch Tailgate • Inner Bed Walls & Top of Compartments 1/8" Diamond Plate • Adjustable Shelf Brackets in All Compartments (One Shelf Included in Each Compartment) • Welded Fender Flares • Tread Plate Splash Guards on Front • Continuous HD Aluminum Piano Door Hinges • Pass Through Panel Between Rear & Center Compartments • Sand -Blasted Metal Preparation • LED Marker Lights, Installed • LED Penny Lights for Compartments, Installed • Ultra -Thin 6" LED STT/BU Body Lights, Installed • OEM Plug & Play Wire Harness — Body End Only • Powder Coated White, Black, or Red • Standard Non -Lighted Bumper • Magnum SB Truck Rack with STT/BU Lights Page 1 1 • Installation of Headache Rack • Black Non -Skid Coating in Cargo Area - Floor Only (GatorHyde) • Two Rear Bumper Fold Down Steps • Two Aluminum Grab Handles • 8 1/2' Rail Kit — Set of Two • Bumper Vise Mount • Warning Lights: o (10) Class 1 LED Surface Mount Warning Light System, Installed o (4) Truck Grill o (2) Side Facing Front o (2) Side Facing Rear o (2) Rear Facing • 20" High Detachable Rear Rack — Front and Rear Total Price of Above $9,762.77 Professional Installation $1,225.00 ICC Bumper & Installation $255.00 Cost Installed: $11,242.77 Steve Bergeron 701-929-0531 This quote is valid for 30 days after date issued. All taxes, including FET are additional. Options Non -State Contract Pricinq: 8" SRW Lighted Service Body Bumper — Tapered Corners — Powder Coated Non -Skid Black (Includes STT/BU Lights, 3/4" Marker Lights, 4/7 Way Combo Trailer Plug, Plate Light) $637.00 Install Customer Supplied Inverter $500.00 Gate Valve Holder $427.00 Trade In — Pick Up Box ($500.00) Many customizable options are also available. Please inquire for custom specifications or custom options. Total including all options $12306.77 This quote is valid for 30 days after date issued. All taxes, including FET are additional. 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. Page 12 Signature Name Date Page 13 City Council Agenda: 01/27/2020 2N. Consideration of ratifving the negotiated Labor Agreement between the Citv of Monticello and the International Union of Ouerating Engineers, Local 49 for January 1, 2020 to December 31, 2022. A. REFERENCE AND BACKGROUND: City Council is asked to ratify the 2020-2022 contract negotiated between the City of Monticello and the International Union of Operating Engineers, Local 49. The current three-year contract expired on December 31, 2019. The Mayor, Finance Director and Human Resources Manager met with the Union Representative and Steward on one occasion to negotiate this contract. The initial contract proposed was voted down by the union on January 7. A revised contract was presented to the union on January 8 and was approved. The negotiated contract includes a salary increase for 2020 and a wage opener for 2021 and 2022. The increase for 2020 includes 2% in January and I% in July. Other changes include an increase in the boot allowance from $90 to $150 annually, a 50150 split in annual health insurance premium increases up to 3% for the duration of the contract, an employee only contribution to the 49er's Central Pension Fund, and other administrative changes relating to past memorandums of understandings and legal updates. B. ALTERNATIVE ACTIONS: 1. Motion to ratify the 2020-2022 Local 49 Union Contract as negotiated. 2. Motion to not ratify the negotiated 2020-2022 Union Contract at this time. C. STAFF RECOMMENDATION: The Mayor and Staff recommend Alternative #1. D. SUPPORTING DATA: A. Copy of the 2020-2022 negotiated contract B. Copy of specific changes to the contract LABOR AGREEMENT CITY OF MONTICELLO INTERNATIONAL UNION OF OPERATING ENGINEERS, LOCAL NO. 49 AFL-CIO JANUARY 1, 2020 Through DECEMBER 31, 2022 2 TABLE OF CONTENTS ARTICLE I Purpose of Agreement 3 ARTICLE II Recognition 3 ARTICLE III Union Security 4 ARTICLE IV Employer Security 4 ARTICLE V Employer Authority 5 ARTICLE VI Employee Rights-Grievance Procedure 5 ARTICLE VII Definitions 7 ARTICLE VIII Savings Clause 8 ARTICLE IX Work Schedules 8 ARTICLE X Overtime Pay 9 ARTICLE XI Legal Defense 11 ARTICLE XII Right of Subcontract 11 ARTICLE XIII Discipline 11 ARTICLE XIV Seniority 11 ARTICLE XV Probationary Periods 11 ARTICLE XVI Safety 11 ARTICLE XVII Job Postinq 12 ARTICLE XVIII Group Insurance Program 12 ARTICLE XIX Holidays 13 ARTICLE XX Paid Time Off 13 ARTICLE XXI Bereavement 16 ARTICLE XXII Severance Pay 16 ARTICLE XXIII Waiver 16 ARTICLE XXIV Education Compensation 17 ARTICLE XXV Clothing/ Uniform Allowance 17 ARTICLE XXVI Seasonal and Temporary Employees 17 ARTICLE XXVII Central Pension Fund 18 ARTICLE XXVIII Duration 19 APPENDIX #1 Salary Schedule for 2020, 2021 and 2022 20 2 LABOR AGREEMENT BETWEEN CITY OF MONTICELLO AND INTERNATIONAL UNION OF OPERATING ENGINEERS LOCAL NO. 49, AFL-CIO ARTICLE I Purpose of Agreement This agreement is entered into between the City of Monticello, hereinafter called the Employer, and Local No. 49, International Union of Operating Engineers, hereinafter called the Union. The intent and purpose of this agreement is to: 1.01 Establish certain hours, wages, and other conditions of employment; 1.02 Establish procedures for the resolution of disputes concerning this agreement's interpretation and/or application; 1.03 Specify the full and complete understanding of the parties; and 1.04 Place in written form the parties' agreement upon terms and conditions of employment for the duration of the agreement. The Employer and the Union, through this agreement, continue their dedication to the highest quality of public service. Both parties recognize this agreement as a pledge of this dedication. ARTICLE II Recognition 2.01 The Employer recognizes the Union as the exclusive representative under Minnesota Statutes, Section 179.71, Subdivision 3, in an appropriate bargaining unit consisting of the following job classification (s): Equipment Mechanic/Operator Shop Mechanic/Operator Operator/Mechanic Foreman Special Project Manager- Building and Maintenance The following job classification will be utilized on an as needed basis. Water and Sewer Operator- Apprentice The probationary employee will be required to test and obtain their Class D Water and Wastewater licenses at the first testing opportunity after twelve (12) months of employment. If an employee fails the test(s) on their first attempt they will be permitted to retake each exam once at the first available opportunity following the original test date. Failure to obtain both licensees after two (2) attempts may result in termination of employment. 3 Upon obtaining their Class D Water and Wastewater licenses the employee will be eligible for a performance based increase and transition to "regular full-time employee" status under the Water and Sewer Operator job classification. Annual reviews and performance increases will occur annually thereafter on the anniversary of obtaining their licenses. The employee will pay for the cost of obtaining their initial licenses. The City agrees to reimburse the employee for the full cost after one year of service as a Water and Sewer Operator. The wage rates for such classification (s) are set forth in Appendix #1. 2.02 It is agreed that supervisory employees not covered by this agreement may perform work usually performed by bargaining unit employees. The Employer agrees that the performance of this work by supervisory personnel will not be for the sole purpose of avoiding overtime payment to bargaining unit personnel. ARTICLE III Union Security In recognition of the Union as the exclusive representative, the Employer shall: 3.01 Deduct from each payroll period an amount sufficient to provide the payment of dues established by the Union from the wages of all employees authorizing in writing such deduction, and 3.02 Remit such deduction to the appropriate designated office of the Union. 3.03 The Union will designate up to two (2) employees from the bargaining unit to act as Stewards and shall inform the Employer in writing of such choice. 3.04 The Union agrees to indemnify and hold the Employer harmless against any and all claims, suits, orders, or judgments brought or issued against the City as a result of any action taken or not taken by the City under the provisions of this article. ARTICLE IV Emplover Securitv 4.01 The Union agrees that during the life of this agreement it will not cause, encourage, participate in, or support any strike, slowdown, or other interruption of or interference with the normal functions of the Employer. 4.02 Any employee who engages in a strike may have his (her) appointment terminated by the Employer effective the date the violation first occurs. Such termination shall be effective upon written notice served upon the employee. 4.03 An employee who is absent from any portion of this work assignment with permission or who abstains wholly or in part from the full performance of his (her) duties without permission from his/her Employer on the date or dates when a strike occurs is prima facie presumed to have engaged in a strike on such date or dates. 4.04 An employee who knowingly strikes and whose employment has been terminated for such action may, subsequent to such violation, at the discretion of the Employer, be appointed or reappointed or employed or re-employed, but the employee shall be on probation for two years with respect to such civil service status, tenure of employment, or contract of employment as he (she) may have theretofore been entitled. 12 4.05 No employee shall be entitled to any daily pay, wages, or per diem for the days on which he (she) engaged in a strike. ARTICLE V Emplover Authoritv 5.01 The Employer retains the full and unrestricted right to operate and manage all manpower, facilities, and equipment; to establish functions and programs; to set and amend budgets; to enact, modify, or eliminate ordinances; to determine the utilization of technology; to establish and modify the organizational structure; to select, direct and determine the number of personnel; to establish work schedules and to perform any inherent managerial function not specifically limited by this agreement. 5.02 Any term and condition of employment not specifically established or modified by this agreement shall remain solely within the discretion of the employer to modify, establish, or eliminate. ARTICLE VI Emplovee Riqhts — Grievance Procedure 6.01 Definition of a Grievance - A grievance is defined as a dispute or disagreement as to the interpretation or application of the specific terms and conditions of this agreement. 6.02 Union Representatives - The employer will recognize representatives designated by the Union as the grievance representatives of the bargaining unit having the duties and responsibilities established by this Article. The Union shall notify the Employer in writing of the names of such Union Representatives and of their successors when so designated. No Union business shall be conducted on the Employer's time except with the express permission of the Employer. 6.03 Processinq of a Grievance - It is recognized and accepted by the Union and the Employer that the processing of grievances as hereinafter provided is limited by the job duties and responsibilities of the employees and shall therefore be accomplished during normal working hours only when consistent with such employee duties and responsibilities. The aggrieved employee and the Union Representative shall be allowed a reasonable amount of time without loss in pay when a grievance is investigated and presented to the Employer during normal working hours, provided the employee and the Union Representative have notified and received the approval of the designated supervisor who has determined that such absence is reasonable and would not be detrimental to the work programs of the Employer. 6.04 Procedure— Grievances, as defined in Section 6.01, shall be resolved in conformance with the following procedure: Step 1: An employee claiming a violation concerning the interpretation or application of this agreement shall, within twenty-one (21) calendar days after such alleged violation has occurred, present such grievance to the employee's supervisor as designated by the Employer. The Employer designated representative will discuss and give an answer to such Step 1 grievance within ten (10) calendar days after receipt. A grievance not resolved in Step 1 and appealed to Step 2 5 shall be placed in writing setting forth the nature of the grievance, the facts on which it is based, the provision or provisions of the agreement allegedly violated, and the remedy requested and shall be appealed to Step 2 within ten (10) calendar days after the Employer designated representative's final answer to Step 1. Any grievance not appealed in writing to Step 2 by the Union within ten (10) calendar days shall be considered waived. Step 2 If appealed, the written grievance shall be presented by the Union and discussed with the Employer designated Step 2 Representative. The Employer designated representative shall give the Union the Employer's Step 2 answer in writing within ten (10) calendar days after receipt of such Step 2 grievance. A grievance not resolved in Step 2 may be appealed to Step 3 within ten (10) calendar days following the Employer designated representative's final Step 2 answer. Any grievance not appealed in writing to Step 3 by the Union within ten (10) calendar days shall be considered waived. Step 3: If appealed, the written grievance shall be presented by the Union and discussed with the City Administrator. The City Administrator shall give the Union the City Administrator's answer in writing within ten (10) calendar days after receipt of such Step 3 grievance. A grievance not resolved in Step 3 may be appealed to Step 4 within ten (10) calendar days following the City Administrator's final answer in Step 3. Any grievance not appealed in writing to Step 4 by the Union within ten (10) calendar days shall be considered waived. Step 4: If the grievance is still unsettled, the Union may, within ten (10) calendar days after the reply of the Step 3 representative was due, by written notice to the Employer, petition the Bureau of Mediation Services for assistance in settling through mediation. If either party determines during the mediation process that further mediation would serve no purpose, the Union may within ten (10) days by written notice to the Employer request arbitration of the dispute. Step 5: A grievance unresolved in Step 4 and appealed in Step 5 shall be submitted to arbitration subject to the provisions of the Public Employment Labor Relations Act of 1971. If the Union and Employer are unable to reach a mutual agreement on the selection of an arbitrator, then the selection of an arbitrator shall be made in accordance with the "Rules Governing the Arbitration of Grievance" as established by the Public Employment Relations Board. 6.05 Arbitrator's Authority A. The arbitrator shall have no right to amend, modify, nullify, ignore, add to, or subtract from the terms and conditions of this agreement. The arbitrator shall consider and decide only the specific issue(s) submitted in writing by the Employer and the Union and shall have no authority to make a decision on any other issue not so submitted. B. Then arbitrator shall be without power to make decisions contrary to, inconsistent with, or 0 modifying or varying in any way the application of laws, rules or regulations having the force and effect of law. The arbitrator's decision shall be submitted in writing within thirty (30) days following close of the hearing or the submission of the briefs by the parties, whichever be later, unless the parties agree to an extension. The decision shall be binding on both the Employer and the Union and shall be based solely on the arbitrator's interpretation or application of the express terms of this agreement and to the facts of the grievance presented. C. The fees and expenses for the arbitrator's services and proceedings shall be born equally by the Employer and the Union provided that each party shall be responsible for compensating its own representatives and witnesses. If either party desires a verbatim record of the proceedings, it may cause such a record to be made, providing it pays for the record. If both parties desire a verbatim record of the proceedings, the cost shall be shared equally. 6.06 Waiver - If a grievance is not presented within the time limits set forth above, it shall be considered "waived." If a grievance is not appealed to the next step within the specified time limit or any agreed extension thereof, it shall be considered settled on the basis of the Employer's last answer. If the Employer does not answer a grievance or an appeal thereof within the specified time limits, the Union may elect to treat the grievance as denied at that step and immediately appeal the grievance to the next step. The time limit in each step may be extended by mutual agreement of the Employer and the Union. 6.07 Choice of Remedv - If, as a result of the written Employer response in Step 3, the grievance remains unresolved, and if the grievance involves the suspension, demotion, or discharge of an employee who has completed the required probationary period, the grievance may be appealed either to Step 4 of Article VI or a procedure such as the following: Civil Service, Veteran's Preference, Fair Employment, or to a hearing before the City Council pursuant to City Ordinance. If appealed to any procedure other than Step 4 of Article VI, the grievance is not subject to mediation or arbitration as provided for in Step 4 and/or Step 5 of Article VI. The aggrieved employee shall indicate in writing which procedure is to be utilized — Steps 4 and 5 of Article VI or another appeal procedure — and shall sign a statement to the effect that the choice of any other remedy precludes the aggrieved employee from making a subsequent appeal through Steps 4 and 5 of Article VI. The written statement requesting mediation shall serve as official notice that the choice of Step 4 precludes the aggrieved employee from making a subsequent appeal under any other procedure. ARTICLE VII Definitions 7.01 Union- The International Union of Operating Engineers, Local No. 49, AFL-CIO. 7.02 Emplover-The City of Monticello, Wright County, Minnesota. 7.03 Union Member- A member of the International Union of Operating Engineers, Local No. 49. 7.04 Employee- A member of the exclusively recognized bargaining unit. 7.05 Base Pay Rate- The employee's hourly pay rate exclusive of longevity or any other special allowances. 7 7.06 Senioritv- Length of continuous service with the employer. 7.07 Compensatory Time- Time off the employee's regularly scheduled work schedule equal in time to overtime worked. 7.08 Severance Pav- Payment made to an employee upon honorable termination of employment. 7.09 Overtime- Work performed at the express authorization of the employer in excess of either eight (8) hours within a twenty-four (24) hour period, (except for shift changes), or more than forty (40) hours within a seven (7) day period. The week starts Saturday and ends Friday. 7.10 Call Back -Return of an employee to a specified work site to perform assigned duties at the express authorization of the Employer at a time other than an assigned shift. An extension of or early report to an assigned shift is not a call back. 7.11 Strike -Concerted action in failing to report for duty, the willful absence from one's position, the stoppage of work, slowdown, or abstinence in whole or in part from the full, faithful, and proper performance of the duties of employment for the purposes of inducing, influencing, or coercing a change in the conditions or compensation or the rights, privileges, or obligations of employment. 7.12 On -Call- When an employee is assigned by the Employer to carry a pager and be on call and available to respond to an emergency at a time other than an assigned shift within a 7 -day work week. 7.13 Emerqencv- Fire, flood, snow, sleet, ice, breakdown of municipal equipment or facilities, natural disaster. ARTICLE VIII Savinqs Clause 8.01 This agreement is subject to the laws of the United States, the State of Minnesota, and the signed municipality. In the event any provision of this agreement shall be held to be contrary to law by a court of competent jurisdiction from whose final judgment or decree no appeal has been taken within the time provided, or is contrary to administrative ruling or is in violation of legislation or administrative regulations, such provision shall be voided. All other provisions of this agreement shall continue in full force and effect. The voided provision may be renegotiated at the request of either party. ARTICLE IX Work Schedules 9.01 The sole authority in work schedules is the Employer. The normal workday for an employee shall be eight (8) hours. The normal work week shall be forty (40) hours, Monday through Friday. 9.02 Service to the public may require the establishment of regular shifts or work weeks for some employees on a daily, weekly, seasonal, or annual basis other than the normal 7a.m.-3:30 p.m., Monday through Friday workday. Water/Sewer department employee's normal hours of work shall include a flexible start time between 7-7:30a.m. subject to the approval of the Public L•1 Works Director or their designee. Assignment of regularly scheduled hours different than above will only be made with three (3) days advance notice. 9.03 In the event that work is required because of unusual circumstances or an emergency no advance notice need be given. It is not required that an employee working other than the normal work day be scheduled to work more than eight (8) hours; however, each employee has an obligation to work overtime or call backs if requested unless unusual circumstances prevent him (her) from so working. 9.04 Service to the public may require the establishment of regular workweeks that schedule work on Saturdays and/or Sundays. ARTICLE X Overtime Pav 10.01 Hours worked in excess of either eight (8) hours within a twenty-four (24) hour period, (except for shift changes), or more than forty (40) hours within a seven (7) day period will be compensated for at one and one-half (1 '/2) times the employee's base pay rate. Hours worked on Saturday and Sunday will be compensated for at one and one-half (1 '/2) times the employee's base rate regardless of hours worked in the week. The employer reserves the right to send employees home when they reach 40 hours in the work week. Holiday and sick leave will be counted as hours worked for the purposes of computing overtime. Vacation and comp time will not be counted as hours worked for purposes of calculating overtime. Hours worked on the ten and one-half (1 -1 /2) holidays set forth in Article XIX will be compensated for at two (2) times the employee's regular base rate. The one-half (1/2) day (12 hour) holiday period on December 24 is considered to have started at 11 a.m. on a normal scheduled work day of 7 a.m. to 3:30 p.m. p.m. or after the employee has completed four (4) hours work if scheduled to begin work at other than normal starting time. Employees scheduled to work at community events will be paid at one and one-half times (1 1/2) the employee's base rate regardless of hours worked in the work week. Employees will be compensated at their regular base rate of pay for attendance at approved job-related courses and training regardless of hours worked in a 24-hour period. 10.02 Overtime will be distributed as equally as practicable. 10.03 Overtime refused by employees will, for record purposes under Article 10.02, be considered as unpaid overtime worked. 10.04 For the purpose of computing overtime compensation, overtime hours worked shall not be pyramided, compounded, or paid twice for the same hours worked. For the purposes of computing overtime on a weekly basis, comp time will not be considered actual time worked for determining eligibility for overtime pay. 10.05 The Employer may allow for compensatory time off in lieu of overtime payment for overtime worked and for call backs. If a mutually satisfactory time cannot be agreed upon, the Employer shall grant compensatory time off as the employee requests provided the employee gives the Employer seven (7) days notice and further provided the time off will not unduly E disrupt operations. Employees can only accumulate a balance of eighty (80) hours compensatory -time. Employees will be paid overtime pay for any overtime worked while such accumulated balance is at eighty (80) hours. Employees will not be allowed to use more than 80 hours of comp time per calendar year. 10.06 At the discretion of the supervisor, an employee temporarily assigned to carry out the basic responsibilities of a lead employee or assistant superintendent for a specified period of time shall be required to carry a pager while on duty and off duty and shall be compensated an additional $1.00 per hour actually worked above the base compensation. When a department supervisor has three or more employees assigned to work under his/her direction, the Employer shall have the option of assigning an employee to the status of Operator/Mechanic Lead Person on an annual basis, and that employee shall be compensated an additional $1.00 per hour above base rate compensation. In the absence of the department supervisor, a lead person may be assigned to an on-call status and shall be required to carry a pager while on and off duty during the supervisor's absence. The Employer shall have the sole authority in selection of a lead person to be based on performance evaluations and capabilities of the employee. 10.07 An employee called in for work at a time other than the employee's normal scheduled shift will be compensated for a minimum of two (2) hours' pay for any time actually worked up to two (2) hours. 10.08 A water/sewer collection employee assigned to a schedule for on-call status shall be required to carry a pager while on duty and on-call and will be compensated an additional one (1) hour base pay each weekday (excluding union holidays) above base compensation. Compensation for weekend and holiday on-call status will be three -and -one half (3-1/2) hours for a two-day weekend and five and one quarter (5-1/4) hours for a three-day weekend above base compensation for the weekend period. An on-call status employee shall be available to respond to emergency calls within a 15 -minute response time and will carry the only pager available for that department. In addition to the daily compensation, the employee will be compensated for any additional callback time at regular base rates of pay for the number of hours worked. At the discretion of the Employer, a department supervisor may be assigned to a rotation as an on- call status and shall be available to respond to all emergency calls for service during that rotation. All weekend assignments for on-call status shall be determined and scheduled at the discretion of the Employer. For the purpose of this section, a weekend period begins at the end of the normal shift of the individual assigned on Friday and ends at the beginning of a normal shift on Monday. In the case of a three-day weekend, the period begins at the end of the normal shift prior to the beginning of a three-day weekend and ends at the beginning of the next regular day shift after the three-day weekend. This section regarding additional compensation for on-call status does not apply to an individual assigned to on-call status under 10.06. ARTICLE XI Leqal Defense 11.01 Employees involved in litigation because of negligence, ignorance of laws, non -observance of 10 laws, or as a result of employee judgmental decision may not receive legal defense by the municipality. 11.02 Any employee who is charged with a traffic violation, ordinance violation, or criminal offense arising from acts performed within the scope of this employment, when such act is performed in good faith and under direct order of his/her supervisor, shall be reimbursed for reasonable attorney's fees and court costs actually incurred by such employee in defending against such charge. ARTICLE XII Right of Subcontract 12.01 Nothing in this agreement shall prohibit or restrict the right of the Employer for subcontracting work performed by employees covered by this agreement. ARTICLE XIII Discipline 13.01 The Employer will discipline employees only for what it considers to be just cause. ARTICLE XIV Senioritv 14.01 Seniority shall be the determining criterion for transfers, promotions to other bargaining unit positions, and layoffs only when all other qualification factors are equal. ARTICLE XV Probationary Periods 15.01 All newly hired or rehired employees will serve a six (6) month probationary period. Time worked pursuant to any governmental program shall not count toward the probationary time required. The City may, at its sole discretion, discipline and discharge a probationary employee without recourse to the grievance procedure. ARTICLE XVI Safety 16.01 The Employer and the Union agree to jointly promote safe and healthful working conditions, to cooperate in safety matters, and to encourage employees to work in a safe manner. 16.02 Where items of safety equipment are required by federal, state, or local rules and regulations, it shall be a condition of employment that such equipment will be worn or utilized by the employee. Employees may provide personal items only if approved by the Employer in advance. ARTICLE XVII Job Postinq 17.01 The Employer and the Union agree that permanent job vacancies within the designated 11 bargaining unit shall be filled based on the concept of promotion from within provided that applicants: A. Have the necessary qualifications to meet the standards of the job vacancy; W- ed B. Have the ability to perform the duties and responsibilities of the job vacancy. 17.02 Employees filling a higher job class based on the provisions of this article shall be subject to the conditions of Article XV (probationary periods). 17.03 The employer has the right of final decision in the selection of employees to fill posted jobs based on qualifications, abilities and experience. 17.04 Job vacancies within the designated bargaining unit will be posted for five (5) working days so that members of the bargaining unit can be considered for such vacancies. ARTICLE XVIII Group Insurance Program 18.01 The Employer shall provide a group health and hospitalization medical insurance plan for employees in accordance with this Article. The Employer's contribution is towards premiums for coverage for each employee employed by the Employer who qualifies for and is enrolled in the Employer's group health and hospitalization plan. Any additional cost of the premium over and above the contribution of the Employer listed shall be paid by the employee through payroll deduction. 18.02 In 2020, the Employer shall contribute the following amounts towards the cost of coverage for each employee who qualifies for and is enrolled in the Employer's group health and hospitalization plan, as follows: Effective March 2020 the City will contribute $1265 towards employee only coverage and $1163.58 towards employee + dependent(s) coverage. All employee classes covered by this agreement will pay the difference between the full cost and the City's contribution though payroll deduction. For plan years beginning March 2021 and March 2022 the City agrees to a 50/50 split in any premium increase up to a maximum of 3%. 18.03 Affordable Care Act: In the event that the health insurance provision of this Agreement fail to meet the requirement of the Affordable Care Act, and its related regulation or cause the Employer to be subject to a penalty, tax, or fine, either party may request that the other party meet and negotiate over amendments to those health insurance provisions that the requesting party deems necessary. The requesting party shall be obligated to provide specific documentation as to the provision of the ACA that is cause for the requested reopener at that time such a request if made. In such negotiations, the right and obligations of the Union shall be subject to the provisions of Minn. Stat. §179A.06, and the rights and obligations of the Employer shall be subject to the provisions of Minn. Stat §179A.07. 12 City retains the right to change insurance carriers and/or program benefit levels provided any changes are consistent with all City of Monticello employee groups. ARTICLE XIX Holidays 19.01 The Employer will provide the following ten and one-half (10-1/2) paid holidays for the length of this Agreement for all Equipment Mechanic/Operator, Shop Mechanic/Operators and Forman employees: New Year's Day, Martin Luther King Day, President's Day, Memorial Day (last Monday in May), Independence Day, Labor Day (first Monday in September), Columbus Day (second Monday in October), Veteran's Day (November 11), Thanksgiving Day, Christmas Day, and one-half (1/2) day on December 24 to be observed on the last work day preceding Christmas. When New Year's Day, Independence Day, Veterans Day, or Christmas Day falls on Sunday, the following day shall be a holiday. When New Year's Day, Independence Day, Veterans Day, or Christmas Day falls on a Saturday, the preceding day shall be a holiday. ARTICLE XX Paid Time Off (PTO) 20.01 Paid time off (PTO) provides all full-time and part-time benefited employees with paid time away from work that can be used for any purpose. PTO must be scheduled in advance and have supervisory approval, except in the case of illness or emergency. The PTO policy takes the place of vacation and sick leave. PTO does not replace pay for City observed holidays, jury duty or military leave. A. Transition to PTO (hired prior to 12/31/2015): Vacation balances as of 7/7/17 will be converted to PTO hours on an hour for hour basis on 7/8/17. Example.- Vacation xample.Vacation balance as of 7/7/17 + Annual PTO (prorated at 50%) — PTO balance as of 7/8/17. B. Sick Balances: Sick balances as of 7/7/17 will be paid out at 50% into the MN State Healthcare Savings Plan (HCSP). Remaining sick time hours after payment will be transferred to an Extended Medical Bank (EMB). C. Extended Medical Benefit (EMB). Any remaining sick hours after payment into the HCSP will be placed in an EMB which provides income protection insurance for employees in case of serious illness. EMB hours may be used after the first forty (40) consecutive work hours of an absence for a Family Medical Leave Act (FMLA) qualifying leave. This benefit is meant as insurance. There is no additional accrual to this bank and it is not paid out upon termination. 20.02 Twes of PTO Leave: 1. Planned PTO is requested and approved prior to the date the employee is taking off. 13 2. Unplanned PTO is time off reported on the date the employee will not be reporting to work. When leave is unplanned, the employee must notify their supervisor within one hour of the employees scheduled workday, or if the employee is already at work, the employee must notify their supervisor prior to leaving work. Unplanned leave may be denied if it would result in the department not being able to meet minimum staffing levels unless the absence is due to illness. If an employee's use of unplanned leave indicates a pattern suggesting abuse that interferes with the minimum staffing levels or the ability of the department to conduct business appropriately, the supervisor shall notify the employee. If such abuse continues, the employee may be subject to denial of unplanned leave or disciplinary action. 20.03 Medical Certification: Good attendance is an essential job function for all City employees, if unplanned absences exceed 3 days, a doctor's certification may be required. 20.04 Annual PTO Schedule: Non -Exempt (Hourly): Less than 6 years 128 hours /16 days 6 — 10 years 168 hours / 21 days 11 — 24 years 224 hours / 28 days 25 years 232 hours / 29 days 26 years 240 hours / 30 days 27 years 248 hours / 31 days 28 years 256 hours / 32 days 29 years 264 hours / 33 days 30 years 272 hours / 34 days Exempt (Salaried): Less than 8 168 hours / 21 days years 8 - 24 years 224 hours / 28 days 25 years 232 hours / 29 days 26 years 240 hours / 30 days 27 years 248 hours / 31 days 28 years 256 hours / 32 days 29 years 264 hours / 33 days 30 years 272urs / 34 days A. The hours listed above are 50% for part-time benefited employees (30-35 hours per week). B. PTO hours will be placed in the employees' bank on January 1 st of each year based on time with the City as of January 1St of each year. Example. An hourly employee who celebrates their 10th year anniversary on June 6th will receive 168 hours the following January 1St plus an additional 28 hours (56 hours / 12 mo. *6 mo.) of prorated PTO for a total of 196 hours. C. Mid -year hires and terminations will be pro -rated accordingly. The month of hire does not count towards pro -rated credit in the first year of employment. For mid -year terminations, if an employee has used more than their pro -rated amount for the year, the overpayment of PTO will be deducted from their final paycheck. 14 20.05 Probationary EmNovees: Probationary Employees are not able to use more than forty (40) hours of time off during their first six (6) months of employment. 20.06 Annual Usaqe Requirement: Employees must use at least fifty percent (50%) of their annual accrual each year. 20.07 Annual Contribution to the MN State Healthcare Savings Plan (HCSP):PTO balances over 320 hours as of the first payroll in December will be paid into the HCSP (maximum of 48 hours) based on the employee's current hourly rate of pay. The HCSP deposit does not count towards an employee's 50% usage requirement. Employees who use bereavement leave during the year will not be allowed to roll hours into the HCSP. 20.08 Carry -Over: Employees may carry over up to 320 hours of PTO each year into the next year. Any hours over 320 will be forfeited at year-end, unless due to a qualifying (unusual or non- recurring) circumstance the City Administrator approves an extension or cash payment to avoid a loss of PTO time. All qualifying circumstances must be reported to the Personnel Committee on an annual basis. 20.09 Unpaid Leave: Employees must normally use all earned PTO prior to taking an unpaid leave. If the leave qualifies under the Parenting Leave or Family Medical Leave Act (FMLA), the employee may retain a balance of forty (40) hours when going on an unpaid leave. Any exceptions must be approved by the City Administrator. 20.10 PTO Donation: Employees may transfer their PTO hours from one employee to another under the following conditions: A. Such transfers can be made only after the showing of unique or special circumstances and only upon the approval of the City Administrator. Before such transfer will be approved, the proposed recipient of the transfer must have used all of his/her PTO. B. PTO transfer shall be limited to forty (40) hours per donor. Such transfer shall be made on a dollar to dollar basis. The worth of the leave shall be adjusted to the pay level of the donor. Therefore, if the salary of the donor is greater than the recipient, on day of leave from the donor shall result in more than one full day to the recipient. Conversely, if the salary of the donor is less than the recipient, the one day of leave from the donor shall result in less than one full day. C. Requests for such transfer of PTO must be submitted in writing to the Human Resources Manager or designee, who shall handle all communications between recipient and donor. When a donor volunteers such transfer, he/she must first execute a release document for such transfer that will be kept on file in the Human Resources Department. D. When a transfer has been finalized in accordance with the rules and approved by the Human Resources Manager and City Administrator, the Finance Department shall take the necessary accounting action to reflect such transfer. 15 ARTICLE XXI Bereavement Leave 21.01 Bereavement leave is equivalent to 100% of the employee's wage. Up to five (5) days_may be granted with the approval of the Department Head for absences related to the death of an immediate family member. Immediate family includes: spouse, child or foster child, parents, grandparents, step-parents, step -children, and siblings. Up to three (3) days will be granted for the death of an aunt, uncle, step -brother, step -sister, and in-laws including mother, father, sister and brother. Employees who use bereavement leave during the year will not be allowed to roll hours into the MN State HCSP in that same year. ARTICLE XXII Severance Pav 22.01 Any permanent employee leaving any municipal service in good standing (including the death of employee) after giving proper notice of such termination of employment shall be eligible for 100% of their earned PTO balance in cash. The unused, pro rata earned amount can be a negative number if the employee uses more PTO than is earned in the year of severance. 22.02 Extended Medical Bank (EMB) balances are not paid out upon death or termination. ARTICLE XXIII Waiver 23.01 Any and all prior agreements, resolutions, practices, policies, rules and regulations regarding terms and conditions of employment to the extent inconsistent with the provisions of this agreement are hereby superseded. 23.02 The parties mutually acknowledge that during the negotiations which resulted in this agreement, each had the unlimited right and opportunity to make demands and proposals with respect to any term or condition of employment not removed by law from bargaining. All agreements and understandings arrived at by the parties are set forth in writing in this agreement for the stipulated duration of this agreement. The Employer and the Union each voluntarily and unqualifiedly waives the right to meet and negotiate regarding any and all terms and conditions of employment referred to or covered by in this agreement or with respect to any term or condition of employment not specifically referred to or covered by this agreement, even though such terms or conditions may not have been within the knowledge or contemplation of either or both parties at the time this contract was negotiated and executed. ARTICLE XXIV Education Compensation 24.01 Employees will be reimbursed for one hundred percent (100%) of the cost incurred for the payment of tuition, fees, and text books required in the attendance of job-related courses 16 provided that: • The course has been approved by the City Manager and department director prior to registration for, or participation in, the course. • The employee has submitted a certified fee statement for payment of tuition, fees, and purchase of text books. • The employee must show proof of satisfactory completion of the course. • The attendance of the employee at course sessions has been satisfactory. 24.02 Water and sewer workers will get a monthly license stipend for each level obtained. Water: Class D = $25 Class C = $50 Class B = $75 Sewage: Class D = $25 Class C = $50 Class B = $75 ARTICLE XXV Clothinq/ Uniform Allowance 25.01 The Employer agrees to contribute up to $502.36 annually to each full-time permanent Union employee for uniform/clothing laundering services that may be used by employees. Effective April 1, 2002, the City of Monticello agrees to contribute $502.36 annually plus up to fifty percent (50%) of any increase incurred by the City for the uniform/ clothing laundering services. 25.02 The Employer agrees to reimburse a sum not to exceed $150 per year or $300 every two years for the purchase of safety boots provided a receipt is provided for the purchase. ARTICLE XXVI Seasonal and Temporary Emplovees 26.01 The Employer may hire Spring/Summer Seasonal employees and four (4) Fall/Winter Temporary employees allowing each group to work up to 180 calendar days per year. 26.02 The Employer believes that hiring Seasonal/Temporary employees for longer periods of time will allow union employees more opportunity to perform skilled work and operate equipment. Seasonal/Temporary employees will not operate any equipment that requires a Commercial Driver License CDL or any equipment that has horse power rating of 50 or more with the exception of mowers including seasonal attachments and non CDL motor vehicles. In the event that a regular, full-time, bargaining unit employee is out on an approved extended leave a separate MOU will be drafted regarding the terms of employment. 26.03 The 180 day period begins on the first day that any seasonal employee starts work. All employees shall be terminated at the end of the initial 180 day period from the date of the first hired seasonal. 26.04 No member of the full-time bargaining unit will be laid off while Seasonal/Temporary employees are employed. 17 26.05 Employer will determine the pay rate and for Seasonal/Temporary employees. 26.06 Full-time bargaining unit employees will be given the opportunity to work overtime before being offered to Seasonal/Temporary employees. 26.07 Seasonal/Temporary workers shall not be eligible for any benefits under this agreement except those which may be required by law. 26.08 Seasonal/Temporary employees may be terminated at the sole discretion of the Employer. ARTICLE XXVII Central Pension Fund of the Operatinq Enqineers 27.01 2002 Minnesota State Law allows public employees to participate in employer paid pensions (M.S. 356.24, subd. 1 (9 and 10). The Central Pension Fund (CPF) plan of Benefits and the Trust Agreement govern the plan. 27.02 The CPF contribution shall be deducted from the employee's hourly wage rate. This deduction shall be contributed to the CPF as a pre-tax employee contribution. 27.03 The hourly contribution rate will apply to all straight -time hours compensated (i.e. hours worked, holiday, and PTO), however, no pension contributions will be made on overtime hours. 27.04 The City shall remit a contribution to the CPF in an amount equivalent to $1.00 per hour on behalf of each member of the Bargaining unit, up to a maximum of two thousand eighty (2080) hours per calendar year. The first contribution will be made for the pay period beginning February 15, 2020. 27.05 Members by majority vote, may change the contribution rate at any time during the life of the Agreement, accompanied by a sixty (60) day notice to the Employer. The Union and the Employer will work together to implement member approved changes as soon as practicable. in ARTICLE XXVIII Duration This AGREEMENT shall be effective as of January 1, 2020, and shall remain in full force and effect until December 31, 2022. Employees will respond to snow/ice events beyond the duration of the contract. CITY OF MONTICELLO Mayor City Administrator Dated this 2020. day of 19 INTERNATIONAL UNION OF OPERATING ENGINEERS, LOCAL NO. 49 Jason George, Business Manager William Bentley, Area Business Rep. Steward Steward Dated this 2020. day of APPENDIX #1 HOURLY SALARY SCHEDULE Effective (01/04/2020) Effective first full pay period January 2020 increase all wages by 2%. Equipment Mechanic/Operators Water and Sewer Operator- Apprentice Step 1 Step Step 2 Step Step 3 Step Step 4 Step Step 5 Step Step 6 Step Step 7 Step Step 8 1.5 2.5 3.5 4.5 5.5 6.5 7.5 $22.32 $22.79 $23.26 $23.74 $24.24 $24.70 $25.15 $25.65 $26.11 $26.62 $27.07 $27.56 $28.05 $28.52 $29.02 Shop Mechanic/Operator Foreman Step 1 Step Step 2 Step Step Step Step 4 Step Step Step Step 6 Step Step 7 Step Step 8 1.5 2.5 3 3.5 4.5 5 5.5 6.5 7.5 $23.77 $24.30 $24.81 $25.31 $25.82 $26.33 $26.85 $27.35 $27.87 $28.38 $28.87 $29.38 $29.90 $30.42 $30.91 Special Project Manager- Building and Maintenance Step 1 Step Step 2 Step Step Step Step 4 Step Step Step Step 6 Step Step 7 Step Step 8 1.5 2.5 3 3.5 4.5 5 5.5 6.5 7.5 $25.41 $25.94 $26.48 $27.01 $27.56 $28.11 $28.65 $29.20 $29.73 $30.28 $30.83 $31.37 $31.92 $32.44 $32.99 20 Effective first full pay period July 2020 increase all wages by 1 %. HOURLY SALARY SCHEDULE Effective first full pay period of July 2020 Equipment Mechanic/Operators Water and Sewer Operator- Apprentice Step 1 Step Step 2 Step Step 3 Step Step 4 Step Step 5 Step Step 6 Step Step 7 Step Step 8 1.5 2.5 3.5 4.5 5.5 6.5 7.5 $22.53 $23.02 $23.48 $23.98 $24.47 $24.95 $25.41 $25.91 $26.38 $26.89 $27.34 $27.84 $28.33 $28.81 $29.31 Shop Mechanic/Operator Foreman Step 1 Step Step 2 Step Step Step Step 4 Step Step Step Step 6 Step Step 7 Step Step 8 1.5 2.5 3 3.5 4.5 5 5.5 6.5 7.5 $24.01 $24.54 $25.06 $25.56 $26.08 $26.59 $27.12 $27.61 $28.15 $28.66 $29.16 $29.67 $30.19 $30.71 $31.22 Special Project Manager- Building and Maintenance Step 1 Step Step 2 Step Step Step Step 4 Step Step Step Step 6 Step Step 7 Step Step 8 1.5 2.5 3 3.5 4.5 5 5.5 6.5 7.5 $25.65 $26.20 $26.74 $27.28 $27.84 $28.39 $28.94 $29.49 $30.03 $30.59 $31.14 $31.68 $32.24 $32.76 $33.32 21 HOURLY SALARY SCHEDULE Effective first full pay period of January 2021. (T.B.D.) Equipment Mechanic/Operators Water and Sewer Operator- Apprentice Step 1 Step Step 2 Step Step 3 Step Step 4 Step Step 5 Step Step 6 Step 1.5 2.5 3.5 4.5 5.5 6.5 TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD Shop Mechanic/Operator Foreman Step 1 Step Step 2 Step 1.5 2.5 TBD TBD TBD TBD Step 7 Step 7.5 TBD TBD Step Step Step 4 Step Step Step Step 6 Step Step 7 Step 3 3.5 4.5 5 5.5 6.5 7.5 TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD Step 8 TBD Step 8 TBD Special Project Manager- Building and Maintenance Step 1 Step Step 2 Step Step Step Step 4 Step Step Step Step 6 Step Step 7 Step Step 8 1.5 2.5 3 3.5 4.5 5 5.5 6.5 7.5 TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD * The City agrees to hold a wage opener for 2021 wages. 22 HOURLY SALARY SCHEDULE Effective first full pay period of July 2021. (T.B.D.) Equipment Mechanic/Operators Water and Sewer Operator- Apprentice Step 1 Step Step 2 Step Step 3 Step Step 4 Step Step 5 Step Step 6 Step 1.5 2.5 3.5 4.5 5.5 6.5 TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD Shop Mechanic/Operator Foreman Step 1 Step Step 2 Step 1.5 2.5 TBD TBD TBD TBD Step 7 Step 7.5 TBD TBD Step Step Step 4 Step Step Step Step 6 Step Step 7 Step 3 3.5 4.5 5 5.5 6.5 7.5 TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD Special Project Manager- Building and Maintenance Step 1 Step Step 2 Step Step Step Step 4 Step Step Step Step 6 Step Step 7 Step 1.5 2.5 3 3.5 4.5 5 5.5 6.5 7.5 TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD *The City agrees to hold a wage opener for 2021 wages. 23 Step 8 19 101 Step 8 TBD Step 8 TBD HOURLY SALARY SCHEDULE Effective first full pay period of January 2022. (T.B.D.) Equipment Mechanic/Operators Water and Sewer Operator- Apprentice Step 1 Step Step 2 Step Step 3 Step Step 4 Step Step 5 Step Step 6 Step 1.5 2.5 3.5 4.5 5.5 6.5 TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD Shop Mechanic/Operator Foreman Step 1 Step Step 2 Step 1.5 2.5 TBD TBD TBD TBD Step 7 Step 7.5 TBD TBD Step Step Step 4 Step Step Step Step 6 Step Step 7 Step 3 3.5 4.5 5 5.5 6.5 7.5 TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD Special Project Manager- Building and Maintenance Step 1 Step Step 2 Step Step Step Step 4 Step Step Step Step 6 Step Step 7 Step 1.5 2.5 3 3.5 4.5 5 5.5 6.5 7.5 TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD * The City agrees to hold a wage opener for 2022 wages. 24 Step 8 TBD Step 8 TBD Step 8 TBD HOURLY SALARY SCHEDULE Effective first full pay period of July 2022. (T.B.D.) Equipment Mechanic/Operators Water and Sewer Operator- Apprentice Step 1 Step Step 2 Step Step 3 Step 1.5 2.5 3.5 TBD TBD TBD TBD TBD TBD Shop Mechanic/Operator Foreman Step 1 Step Step 2 Step 1.5 2.5 TBD TBD TBD TBD Step 4 Step Step 5 Step Step 6 Step Step 7 Step 4.5 5.5 6.5 7.5 TBD TBD TBD TBD TBD TBD TBD TBD Step Step Step 4 Step Step Step Step 6 Step Step 7 Step 3 3.5 4.5 5 5.5 6.5 7.5 TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD Special Project Manager- Building and Maintenance Step 1 Step Step 2 Step Step Step Step 4 Step Step Step Step 6 Step Step 7 Step 1.5 2.5 3 3.5 4.5 5 5.5 6.5 7.5 TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD * The City agrees to hold a wage opener for 2022 wages. 25 Step 8 TBD Step 8 TBD Step 8 TBD Labor Agreement Between City of Monticello And I.U.O.E Local No. 49 1/2020-12/2022 Specific contract changes include the following: ARTICLE XVII Group Insurance Program 18.02 In 2020, the Employer shall contribute the following amounts towards the cost of coverage for each employee who qualifies for and is enrolled in the Employer's group health and hospitalization plan, as follows: Effective March 2020 the City will contribute $1265 towards employee only coverage and $1163.58 towards employee + dependent (s) coverage. All employee classes covered by this agreement will pay the difference between the full cost and the City's contribution though payroll deduction. For plan years beginning March 2021 and March 2022 the City agrees to a 50/50 split in any premium increase up to a maximum of 3%. ARTICLE XXV Clothing/ Uniform Allowance 25.02 The Employer agrees to reimburse a sum not to exceed $150/year or $300 every two years for the purchase of safety boots provided a receipt is provided for the purchase. ARTICLE XXVI Seasonal and Temporary Emplovees 26.03 The 180 day period begins on the first day that any seasonal employee starts work. All employees shall be terminated at the end of the initial 180 day period from the date of the first hired seasonal. F," "^'rote- Tcmponry engpleyees will be subjeet 10 union ARTICLE XXVII Central Pension Fund of the Operatinq Enqineers 27.01 2002 Minnesota State Law allows public employees to participate in employer paid pensions (M.S. 356.24, subd. 1 (9 and 10). The Central Pension Fund (CPF) plan of Benefits and the Trust Agreement govern the plan. 27.02 The CPF contribution shall be deducted from the employee's hourly wage rate. This deduction shall be contributed to the CPF as a pre-tax employee contribution. 27.03 The hourly contribution rate will apply to all straight -time hours compensated (i.e. hours worked, holiday, and PTO), however, no pension contributions will be made on overtime hours. 27.04 The City shall remit a contribution to the CPF in an amount equivalent to $1.00 per hour on behalf of each member of the Bargaining unit, up to a maximum of two thousand eighty (2080) hours per calendar year. The first contribution will be made for the pay period beginning February 15, 2020. 27.05 Members by majority vote, may change the contribution rate at any time during the life of the Agreement, accompanied by a sixty (60) day notice to the Employer. The Union and the Employer will work together to implement member approved changes as soon as practicable APPENDIX #I Effective first full pay period in January 2020 all wages will increase 2%. Effective first full pay period in July 2020 all wages will increase 1%. The City agrees to hold a wage opener for 2021 and 2022 wages. ********************************************************************** Additional Miscellaneous Changes - 1) Replace Articles XX (Vacation) and XXI (Sick) with PTO policy as outlined in 2017 MOU. 2) Update Article XXII (Severance Pay) removing reference to sick time and replace with PTO payout language. City Council Agenda: 01/27/2020 4A. Consideration of a request for adoption of a resolution for annexation petitioned by Kiellberg's. Inc. and a Rezoning and Lot Combination to accommodate the expansion of the Kiellberg West Manufactured Home Communitv. Applicant: Kiellberg's Inc. (NAC) Property: Planning Case Number: PID: 213100153400 Address: NA 2019-033 A. REFERENCE & BACKGROUND Request(s): Annexation and addition of newly -annexed parcel of land to the current Kjellberg West Manufactured Home community, as well as zone that additional land to M- H, Manufactured Home Park District, for the purpose of adding 4 additional manufactured home sites. Deadline for Decision: January 31, 2020 Land Use Designation: Places to Live Zoning Designation: A -O, Agriculture Open Space. Newly annexed territory is placed in the A -O District, subject to rezoning. Proposed Zoning: M -H, Manufactured Home Park District. The purpose of the "M -H" manufactured home park district is to provide for manufactured home uses and directly related uses. Overlays/Environmental Regulations Applicable: NA Current Site Use: Vacant Surrounding Land Uses: North: Vacant Residential East: Manufactured Home Park South: Rural Residential West: Vacant Residential Project Description: The applicant is seeking approval of annexation, rezoning and a lot combination to add a parcel of approximately 2.3 acres to the existing Kjellberg's West Manufactured Home Park parcel (Parcel ID 155500154402). The property had been intended to be City Council Agenda: 01/27/2020 conveyed from the neighboring property owner previously, but legal description issues resulted in complications that delayed its conveyance and proper zoning. At the current time, the 80 -foot wide parcel is proposed to be added to the west edge of the Kjellbergs West Manufactured Home Park property to accommodate the installation of four additional manufactured home sites. A clip of the land use map is shown below, highlighting the parcel in question: PROPERTY r -r 1IKjellberg's West Par 16��I ANALYSIS Annexation. The subject parcel is currently located in Monticello Township, and is part of the Monticello Orderly Annexation Area. The MOAA agreement specifies that property within the MOAA that is contiguous may be annexed upon petition of the property owners, pursuant to a specific process. One of the primary conditions is that the property to be annexed is served with utilities and available for development, with the expectation that property not ready for development would not be prematurely brought into the City. In this case, the 2 City Council Agenda: 01/27/2020 parcel (Parcel 1 as shown on the Site Plan) is proposed to be combined with the existing Kjellberg West Manufactured Home Park. The West Manufactured Home Park is served by municipal sanitary sewer services. The connection to the municipal system is located on the adjacent property to the west. Therefore, as a condition of approval, an easement or agreement for access for that connection and station is required. The applicant will serve each of the four proposed home units through this municipal system. The parcel proposed for annexation has been petitioned by the property owner and is contiguous to current city boundary. As such, it appears to meet the conditions of the MOAA agreement for annexation. It is noted that the legal description provided in the title work and original petition are slightly different than that shown on the Site Plan. The petitioner's surveyor has indicated that the legal descriptions describe the same area, with the Site Plan document using a legal description based on the most current bearing orientation used by Wright County. The City had previously notified the Township that a petition had been received and acknowledged for purposes of processing the subject applications. The City also sent a letter on January 17th, 2020 formally noticing the Township of the intent to consider adoption of the annexation resolution on January 27th, 2020. The City can now take action to accept the petition and adopt a resolution for annexation with the current application for lot combination and rezoning as presented. As a condition of annexation, the developer or petitioner will need to provide to the City the equivalent of four years taxes payable to Monticello Township, consistent with the MOAA agreement, as well as pay all fees for processing of the annexation with the State. In reviewing the documents related to the prior annexation of the Kjellberg West Manufactured Home Park, it appears that the applicant paid area charges for an approximately 60 acre area of the park, which would not include the parcel proposed for combination. However, watermain and sanitary sewer trunk charges would not be applicable as the site is not served with municipal water and is served by an existing system for sanitary sewer services. As such, the applicable area charge would be limited to trunk storm for the proposed development area, less existing impervious. Further, the applicant was required to pay for 201 SAC units as part of the West Park annexation. At present, there are a total of 196 units within the park, including the four rental units in the community building. Therefore, no additional SAC is required for the four proposed units. Land Use. The property has been designated as "Places to Live" in the current Comprehensive Plan, even prior to its annexation. The current Manufactured Home Park is also 3 City Council Agenda: 01/27/2020 guided with this residential designation. No change is required to the land use designation to accommodate the request. Zoning. As noted above, annexation of new parcels results in a zoning designation of "A -O", Agriculture Open Space District. The City or property owner must subsequently seek a zoning map amendment to designate a specific zoning district for development and use, consistent with the requirements of the land use plan. The applicant is seeking a rezoning to M -H, Manufactured Home Park, which would be consistent with the current zoning of the remainder of the Kjellberg's West community. Remaining land to the west and north is also guided for residential land use, although it is expected that the current boundary would be the limit of the manufactured home park development, and that adjoining land would be developed under a different residential zoning designation. Development within the annexed and combined area will be required to meet the standards of the current M -H zoning ordinance. The four lots proposed appear to allow for development to meet the dimensional requirements of the code, which shall be verified at building permit. Lot Combination. The applicant is seeking combination of this parcel with the remainder of the Kjellberg's West property. The Subdivision Ordinance requires that lot combinations are reviewed by both the Planning Commission and City Council. When the land to the west was being sold to another land owner, this parcel was intended to be excluded from that transfer. However, the legal description was unintentionally left within the transfer. The parties have agreed that the subject 2.3 acre parcel was intended to remain in the ownership of the Kjellberg's Inc. organization, rather than be transferred to the adjoining buyer. This action is intended to correct that mistake. The effect of the combination would be to accommodate the establishment of four additional manufactured home sites. One of the four sites is located substantially within land already annexed within the city and the West Manufactured Home Park. The applicants have prepared the sites in anticipation of the zoning and subdivision actions. In typical residential subdivisions, individual property owners purchase residential lots to which public street and utilities are provided by the municipality. In manufactured home parks, by contrast, residents typically lease a location which is served by privately operated utilities. As such, there are no legally subdivided parcels C! City Council Agenda: 01/27/2020 — thus, this 2.3 acre property will be combined to the entire larger property and function as a unified land use. As noted, the West Manufactured Home Park is served with municipal sewer services. The connection to the municipal system is located outside the boundary of the park and therefore requires the applicant to provide an easement or agreement showing the necessary connection as a condition of this approval. Should Wright County refuse to allow the combination, the applicant will be required to plat the parcels as necessary. Planning Commission Review and Recommendation The Planning Commission reviewed the requests and held a public hearing on the rezoning request on January 7th, 2020. During the public hearing, residents of a single-family property directly adjacent to the south of the combination parcel stated concern regarding the existing non - conformities within the park. They inquired how current zoning ordinances would apply for both the existing park area and the parcel proposed for combination. They noted concern regarding the number of calls to the Wright County Sheriff's office within the park. They requested that the city require screening where none exists currently along the southern boundary of the parcel. The residents also inquired whether the green space requirement for the parcel and park would be met per code. It was also asked whether additional manufactured homes were planned on the south side of the parcel proposed for combination. In regard to the existing park and application of the current zoning code, staff explained that the City cannot apply the current code to previous approvals or development within the existing park, but only to the new parcel. This is with exception to those limited circumstances related to life and safety. It was further noted that the park had been developed originally outside of the city limits and was then annexed. Staff explained that the proposal as presented would provide over 4,000 square feet of usable green space. Staff reiterated that the development of manufactured homes on the parcel being combined would be required to meet all current zoning and building codes, including that for screening and green space. The applicant's representative, Kirk Kjellberg, addressed the Commission, explaining that the parcel was originally intended to be annexed when the west park was annexed. He indicated that they would plant trees along the south border. He also indicated that other than the four units proposed on the north side of the parcel to be combined, no additional units were planned. 5 City Council Agenda: 01/27/2020 Following the hearing and Commission's discussion, the Commission motioned unanimously to recommend approval of the rezoning and lot combination, with an added condition specifically requiring that additional screening be provided as noted during the hearing. B. ALTERNATIVE ACTIONS The Planning Commission unanimously recommends alternative 1 for Decisions 2 and 3 for approval of the rezoning and lot combination. Decision 1. Annexation of the subject parcel to the City of Monticello Motion to adopt Resolution No. 2020-17, a resolution annexing the land area petitioned by the applicant, contingent on the approval of the rezoning and lot combination requests, based on a finding that the terms of the Monticello Orderly Annexation Agreement have been met and other findings as stated in the Resolution. 2. Motion to deny adoption of Resolution No. 2020-17, based on findings to be identified by the City Council. 3. Motion to table action on the annexation resolution. Decision 2. Rezoning of the subject parcel from A -O, Agriculture Open Space to M -H, Manufactured Home Park District. 4. Motion to adopt Resolution No. 2020-19 and Ordinance No. 735, approving rezoning to M -H, Manufactured Home Park for the subject parcel, based on findings in said resolution, including a finding that the proposed zoning is consistent with the underlying land use designation for the area. 5. Motion to deny adoption of Resolution No. 2020-19 and Ordinance No. 735, approving rezoning to M -H, Manufactured Home Park, based on findings to be identified by the City Council. 6. Motion to table action on the resolution, subject to additional information from staff or applicant. Decision 3. Lot Combination adding the subject 2.3 acre parcel to the existing Kjellberg's West property. 1. Motion to approve the lot combination based on findings in Resolution PC -2020- 002, including a finding that the proposed lot combination is consistent with the existing land use, and subject to the conditions in Exhibit Z of this report. n C. La City Council Agenda: 01/27/2020 2. Motion to deny approval of the lot combination, based on findings to be identified by the City Council. 3. Motion to table action on the resolution, subject to additional information from staff or applicant. STAFF RECOMMENDATION Staff recommends approval for both the decisions and applications. The land use is consistent with the land use plan, and the additional units create a natural land use break between this revised boundary and a different residential land use to the west. Based on a review of past city documentation, it appears that the additional units were part of the planned park area. SUPPORTING DATA A. Resolution 2020-17, Annexation B. Resolution 2020-19, Rezoning C. Resolution PC -2020-001 D. Resolution PC -2020-002 E. Ordinance No 735 F. Aerial Site Image G. Petition for Annexation H. Applicant Narrative I. Survey of Lot Combination with Legals J. Survey of Proposed Lot Area K. Letter to Monticello Township, January 17t', 2020 L. Draft Sanitary Sewer Agreement M. Excerpt, Monticello Zoning Ordinance, M -H Zoning Z. Conditions of Approval 7 City Council Agenda: 01/27/2020 EXHIBIT Z Conditions of Approval Kjellberg's West Lot Combination PID: 213100153400 1. Annexation of the parcel by the City of Monticello per the terms of the Monticello Orderly Annexation Agreement, including the payment of taxes by the applicant. 2. Legal descriptions and land conveyances for annexation and combination are confirmed as a part of staff review. 3. Acceptance of the lot combination by Wright County and completion of required County documentation. 4. The applicant provide and execute an easement or other documentation acceptable to the City Attorney illustrating access to the public sanitary sewer system for the proposed lot area. 5. The rezoning is approved and the proposed additional manufactured home sites meet ordinance requirements any requirements of the City for access and service. 6. Additional comments from the City Engineer, and other City staff. 7. Additional screening is provided and verified along the south boundary line of the combination area. ANNEXATION RESOLUTION NO. 2020-17 CITY OF MONTICELLO, WRIGHT COUNTY, MINNESOTA RESOLUTION FOR ORDERLY ANNEXATION OF LAND TO THE CITY OF MONTICELLO WHEREAS, Monticello Township (the "Township") and the City of Monticello (the "City") have entered into an orderly annexation agreement dated June 21, 2004, as amended June of 2005, identified by Minnesota Department of Administration File No. OA -1061 ("Agreement"), attached hereto as Exhibit "A"; and WHEREAS, that Agreement provides that if the terms and conditions have been met as contained in the Agreement, the Township shall not object to an annexation initiated by the City filing an Annexation Resolution with the Department of Administration; and WHEREAS, the Agreement states, in part, that no consideration by the Department of Administration, or its successor agency, is necessary, and that all terms and conditions for annexation are provided in the Agreement; WHEREAS, the Agreement designates, in part, pursuant to Paragraph 13, No Hearing Required, that the City shall provide to Township a written notice of annexation and this Annexation Resolution, and the Department of Administration may review and comment within thirty days of receipt of this Annexation Resolution and the Agreement, and order the annexation of the area designated in this Annexation Resolution in accordance with the Agreement. WHEREAS, the Agreement designates, in part, the following area as in need of orderly annexation: That part of the East Half of the Southwest Quarter of Section 15, Township 121, Range 25, Wright County, Minnesota described as follows: Commencing at the southeast corner of said East Half of the Southwest Quarter; thence on an assumed bearing of North 0 degrees 05 minutes 54 seconds East along the east line of said East Half of the Southwest Quarter, a distance of 1170.18 feet to a point hereinafter referred to as Point A; thence return South 0 degrees 05 minutes 54 seconds West along said east line of the East Half of the Southwest Quarter, a distance of 1170.18 feet to said southeast corner of the East Half of the Southwest Quarter; thence North 88 degrees 55 minutes 04 seconds West along the south line of said East Half of the Southwest Quarter, a distance of 319.67 feet to the southeast corner of the West 1000.00 feet of the East Half of the Southwest Quarter being the point of beginning of the land to be described; thence continue North 88 degrees 55 minutes 04 Page 1 of 3 2060420 seconds West along said south line, a distance of 80.14 feet; thence North 0 degrees 05 minutes 47 seconds East, a distance of 514.05 feet; thence North 35 degrees 48 minutes 04 seconds West, a distance of 93.37 feet; thence North 0 degrees 05 minutes 47 seconds East, a distance of 65.87 feet; thence North 35 degrees 05 minutes 19 seconds East, a distance of 95.47 feet; thence North 0 degrees 05 minutes 47 seconds East, a distance of 436.41 feet to the intersection of a line bearing North 88 degrees 55 minutes 04 seconds West from said Point A; thence South 88 degrees 55 minutes 04 seconds East, a distance of 80.12 feet to the east line of said West 1000.00 feet of said East Half of the Southwest Quarter; thence South 0 degrees 05 minutes 47 seconds West along said east line, a distance of 1170.18 feet to the point of beginning. ("Land"); and WHEREAS, upon annexation of the Land, the City shall reimburse the Township for the loss of taxes from the property so annexed, as outlined in Paragraph 6, Tax Reimbursement, of the Agreement; WHEREAS, other than the payment of taxes, the necessary criteria for annexation of the Land pursuant to the Agreement have been met. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Monticello that the Land is hereby annexed into the City. Annexation is conditioned on the Land connecting to City municipal services. BE IT FURTHER RESOLVED that Resolution No. of the City of Monticello is hereby repealed. ADOPTED this day of , 20, by the City Council of the City of Monticello. CITY OF MONTICELLO Mayor Brian Stumpf ATTEST: City Clerk Jennifer Schreiber Page 2 of 3 2060420 EXHIBIT "A" TO RESOLUTION NO. See attached Agreement Page 3 of 3 206042v1 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2020-19 A RESOLUTION OF THE MONTICELLO CITY COUNCIL ADOPTING AN ORDINANCE REZONING A PARCEL FROM A -O, AGRICULTURE OPEN SPACE TO M -H, MANUFACTURE HOME PARK, FOR KJELLBERG'S WEST MANUFACTURED HOME PARK WHEREAS, the applicant seeks to consolidate parcels to create a single zoning parcel for development expansion; and WHEREAS, the applicant has submitted a request to rezone said property to match the existing M -H, Manufacture Home Park zoning on the current developed parcel; and WHEREAS, the site is guided as "Places to Live" in the City's Comprehensive Plan; and WHEREAS, the proposed rezoning is consistent with the long-term use and development of the property for residential uses; and WHEREAS, the proposed development of the parcel is consistent with the requirements of the applicable M -H, Manufactured Home Park zoning district, subject to conditions recommended by the Planning Commission and required by the City Council; and WHEREAS, the Planning Commission held a public hearing on January 71h, 2020 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the City Council has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the City Council of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The rezoning provides an appropriate means of furthering the intent of the Comprehensive Plan for the site by continuing the development plans for residential use. 2. The proposed improvements on the site under the combination are consistent with the needs of the development in this location as a part of the existing manufactured housing park. 3. The improvements will facilitate the logical application of both municipal public services and private utility services, including sewer, water, stormwater treatment which have been planned to serve the property for the development as proposed. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2020-19 4.. The rezoning is consistent with the intent of the City's economic development objectives, as well as with the intent of the City's zoning regulations. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota, that the Monticello City Council approves the Rezoning Ordinance, Ordinance No. 735, Rezoning from A -O, Agriculture Open Space to M -H, Manufactured Home Park, for Kjellberg's Inc., subject to approval of the lot combination in a companion application. ADOPTED this 27th day of January, 2020, by the City Council of the City of Monticello, Minnesota. ATTEST: Jeff O'Neill, City Administrator MONTICELLO CITY COUNCIL 2 Brian Stumpf, Mayor CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2020-001 RECOMMENDING APPROVAL OF A ZONING MAP AMENDMENT REZONING A PARCEL FROM A -O, AGRICULTURE OPEN SPACE TO M -H, MANUFACTURE HOME PARK, FOR KJELLBERG'S WEST MANUFACTURED HOME PARK WHEREAS, the applicant seeks to consolidate parcels to create a single zoning parcel for development expansion; and WHEREAS, the applicant has submitted a request to rezone said property to match the existing M -H, Manufacture Home Park zoning on the current developed parcel; and WHEREAS, the site is guided as "Places to Live" in the City's Comprehensive Plan; and WHEREAS, the proposed rezoning is consistent with the long-term use and development of the property for residential uses; and WHEREAS, the proposed development of the parcel is consistent with the requirements of the applicable M -H, Manufactured Home Park zoning district, subject to conditions recommended by the Planning Commission and required by the City Council; and WHEREAS, the Planning Commission held a public hearing on January 7th, 2020 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The rezoning provides an appropriate means of furthering the intent of the Comprehensive Plan for the site by continuing the development plans for residential use. 2. The proposed improvements on the site under the combination are consistent with the needs of the development in this location as a part of the existing manufactured housing park. 3. The improvements will facilitate the logical application of both municipal public services and private utility services, including sewer, water, stormwater treatment which have been planned to serve the property for the development as proposed. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2020-001 4.. The rezoning is consistent with the intent of the City's economic development objectives, as well as with the intent of the City's zoning regulations. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the Rezoning from A -O, Agriculture Open Space to M -H, Manufactured Home Park, for Kjellberg's Inc., subject to approval of the lot combination in a companion application. ADOPTED this 7 h day of January, 2020, by the Planning Commission of the City of Monticello, Minnesota. Allh,S Ange a MONTICELLO PLANNING COMMISSION By: elft,G!- Sam Murdoff, Chair ty Development Director 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2020-002 RECOMMENDING APPROVAL OF A LOT COMBINATION FOR KJELLBERG'S WEST MANUFACTURED HOME PARK WHEREAS, the applicant seeks to consolidate parcels to create a zoning parcel for development expansion; and WHEREAS, the applicant has submitted a request to combine said property into a single lot; and WHEREAS, the site is guided as "Places to Live" in the City's Comprehensive Plan; and WHEREAS, the proposed lot combination is consistent with the long-term use and development of the property for residential uses; and WHEREAS, the proposed lot combination is consistent with the requirements of the applicable M -H, Manufactured Home Park zoning district, subject to conditions recommended by the Planning Commission and required by the City Council; and WHEREAS, the Planning Commission held a public hearing on January 7th, 2020 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The lot combination provides an appropriate means of furthering the intent of the Comprehensive Plan for the site by continuing the development plans for residential use. 2. The proposed improvements on the site under the combination are consistent with the needs of the development in this location as a part of the existing manufactured housing park. 3. The improvements will facilitate the logical application of both municipal public services and private utility services, including sewer, water, stormwater treatment which have been planned to serve the property for the development as proposed. 4. The lot combination is consistent with the intent of the City's economic development objectives, as well as with the intent of the City's zoning regulations. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2020-002 NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the Lot Combination for Kjellberg's Inc., subject to the conditions listed in Exhibit Z of the staff report as follows: 1. Annexation of the parcel by the City of Monticello per the terms of the Monticello Orderly Annexation Agreement, including the payment of taxes by the applicant. 2. Legal descriptions and land conveyances for annexation and combination are confirmed as a part of staff review. 3. Acceptance of the lot combination by Wright County and completion of required County documentation. 4. The applicant provide an easement or other documentation illustrating access to the public sanitary sewer system for the proposed lot area. 5. The rezoning is approved and the proposed additional manufactured home sites meet ordinance requirements any requirements of the City for access and service. 6. Additional comments from the City Engineer, and other City staff. 7. Additional screening is provided and verified along the south boundary line of the combination area. ADOPTED this 7t' day of January, 2020, by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION By: Sam Murdoff, fChair41m U ATTEST: Angela Schu mmunity Development Director 2 ORDINANCE NO. 735 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING TITLE 10 OF THE MONTICELLO CITY CODE, KNOWN AS THE ZONING ORDINANCE, REZONING THE FOLLOWING PROPERTY FROM A -O, AGRICULTURE OPEN SPACE DISTRICT TO M -H, MANUFACTURED HOME PARK DISTRICT: See Exhibit A for Legal Description THE CITY COUNCIL OF THE CITY OF MONTICELLO HEREBY ORDAINS: Section 1. The following property is hereby rezoned to M -H, Manufactured Home Park District: See Exhibit A. Section 2. The zoning map of the City of Monticello is hereby amended consistent with Section 1 of this Ordinance. Section 3. The City Clerk is hereby directed to mark the official zoning map to reflect this ordinance. The map shall not be republished at this time. Section 4. The City Clerk is hereby directed to make the changes required by this Ordinance as part of the Official Monticello City Code, Title 10, Zoning Ordinance, and to renumber the tables and chapters accordingly as necessary to provide the intended effect of this Ordinance. The City Clerk is further directed to make necessary corrections to any internal citations that result from said renumbering process, provided that such changes retain the purpose and intent of the Zoning Ordinance as has been adopted. Section 5. This Ordinance shall take effect and be in full force from and after its passage and publication. The ordinance in its entirety and map shall be posted on the City website after publication. Copies of the complete Ordinance and map are available online and at Monticello City Hall for examination upon request. ADOPTED BY the Monticello City Council this day of , 20 Brian Stumpf, Mayor ORDINANCE NO. 735 ATTEST: Jeff O'Neill, Administrator AYES: NAYS: ORDINANCE NO. 735 EXHIBIT A That part of the East Half of the Southwest Quarter of Section 15, Township 121, Range 25, Wright County, Minnesota described as follows: Commencing at the southeast corner of said East Half of the Southwest Quarter; thence on an assumed bearing of North 0 degrees 05 minutes 54 seconds East along the east line of said East Half of the Southwest Quarter, a distance of 1170.18 feet to a point hereinafter referred to as Point A; thence return South 0 degrees 05 minutes 54 seconds West along said east line of the East Half of the Southwest Quarter, a distance of 1170.18 feet to said southeast corner of the East Half of the Southwest Quarter; thence North 88 degrees 55 minutes 04 seconds West along the south line of said East Half of the Southwest Quarter, a distance of 319.67 feet to the southeast corner of the West 1000.00 feet of the East Half of the Southwest Quarter being the point of beginning of the land to be described; thence continue North 88 degrees 55 minutes 04 seconds West along said south line, a distance of 80.14 feet; thence North 0 degrees 05 minutes 47 seconds East, a distance of 514.05 feet; thence North 35 degrees 48 minutes 04 seconds West, a distance of 93.37 feet; thence North 0 degrees 05 minutes 47 seconds East, a distance of 65.87 feet; thence North 35 degrees 05 minutes 19 seconds East, a distance of 95.47 feet; thence North 0 degrees 05 minutes 47 seconds East, a distance of 436.41 feet to the intersection of a line bearing North 88 degrees 55 minutes 04 seconds West from said Point A; thence South 88 degrees 55 minutes 04 seconds East, a distance of 80.12 feet to the east line of said West 1000.00 feet of said East Half of the Southwest Quarter; thence South 0 degrees 05 minutes 47 seconds West along said east line, a distance of 1170.18 feet to the point of beginning. 3 Subject Parcel CITY OF -� Monticello 1 in = 376 ft N A December 4, 2019 Map Powered By DataLink Ws CITY OF Monticello CITY OF MONTICELLO PETITION FOR ANNEXATION Property Name():s p Y Owner I Property PID(s): �Q 1 CONTACT INFORMATION Name: Mailing Address: � a-7 �� Q%, nE City/St/Zip: Phone: Email: Ke(}�'K,0�{�YJlII (,r CQVYI To the Council of the City of Monticello, Wright County, Minnesota: I, the undersigned, the owner of the property described below, hereby request the City Council of the Monticello, Minnesota, to annex this area to the city and to extend the city boundaries to include the same, and for that purpose respectfully state: 1. The area to be annexed consists of acres. All of this land lies entirely within the County of Wright, Minnesota, and the official legal description of such land is as follows (or attach) : K `-�.[� S' 2. The area described above abuts upon the city limits at the �� o,C& boundary thereof, and none of it is presently included within the corporate limits of any incorporated city. 3. All of this area is contained within the Monticello Orderly Annexation Area and/or is about to become urban or suburban in character. PROPERTY OWNER(S): v Date Signature U Title Date Signature Title Eyd-a-bit: "A" Thatpart of the .East Half of the Southwest Quarter of Section 15, Township 121, Range 253 Wright County, Minnesota described as follows: Cominencing at the southeast corner of said East Half of the Southwest Quarter; thence on an assumed bearing of North 10 degrees 06 minutes 53 seconds East along the east line of said East Half of the Southwest Quarter, a distance of 1170.18 feet .to a point hereinafter referred to as Point A; thence return South 0 degrees 06 minutes 53 seconds West along said east line of the East Half of the Southwest.Quarter, a distance of 1170.18 feet to said southeast comer of the East Half of the Southwest Quarter; thence North 88 degrees 53 minutes 59 seconds West along the south line of said East Half of the Southwest Quarter, a distance of 399.81 feet to the point of beginning of the land to be described; thence North 0 degrees 06 minutes 54 seconds East, a distance of 514.05 feet; thence North 3 5 degrees 46 minutes 59 sedonds West, a distance of 93.37 feet; Thence North 0 degrees 06 minutes 54 seconds East, a distance of 65.87 feet; thence North 35 degrees 06 minutes 24 seconds East, a distance of 95.47 feet; thence North 0 degrees 06 minutes 54 seconds East, a distance of 436.41 feet to intersmt-a line bearing North 88 degrees 53 minutes 59 seconds West from said Point A; thence South 88 degrees 53 minutes 59 seconds East, a distance of 80.09 feet to the east line of the West 1000.00 feet of said East Half of the Southwest Quarter; thence South 0 degrees 06 minutes 43 seconds West along -said east line, a distance of 1170.18 feet to said south line of the East Half of the Southwest Quarter; thenci: North 88 degrees 53 rninutes 59 seconds West along said south line, a distance of 80.15 feet to the point of beginning. October 8, 2019 To the City of Monticello, In response to your questions regarding the annexation, I, Kent Kjellberg, President of Kjellbergs Inc., intend to combine 2 parcels so that a portion of the land that is not currently in the City of Monticello, can be annexed in. This parcel of land was previously missed in earlier annexation. The water and sewer was already installed many years ago. 4 new lots will be installed that will be a part of Kjellbergs Mobile Home Park. These 4 lots exceed all City of Monticello regulations to the best of our knowledge. They are very large lots designed for 2 car garages and extra space or gardens, etc. o Kent Kjellberg, President Kjellbergs Incorporated PARCEL 1: That part of the East Half of the Southwest Quarter of Section 15, Township 121, Range 25, Wright County, Minnesota described as follows: Commencing at the southeast corner of said East Half of the Southwest Quarter; thence on an assumed bearing of North 0 degrees 05 minutes 54 seconds East along the east line of said East Half of the Southwest Quarter, a distance of 1170.18 feet to a point hereinafter referred to as Point A; thence return South 0 degrees 05 minutes 54 seconds West along said east line of the East Half of the Southwest Quarter, a distance of 1170.18 feet to said southeast corner of the East Half of the Southwest Quarter; thence North 88 degrees 55 minutes 04 seconds West along the south line of said East Half of the Southwest Quarter, a distance of 319.67 feet to the southeast corner of the West 1000.00 feet of the East Half of the Southwest Quarter being the point of beginning of the land to be described; thence continue North 88 degrees 55 minutes 04 seconds West along said south line, a distance of 80.14 feet; thence North 0 degrees 05 minutes 47 seconds East, a distance of 514.05 feet; thence North 35 degrees 48 minutes 04 seconds West, a distance of 93.37 feet; thence North 0 degrees 05 minutes 47 seconds East, a distance of 65.87 feet; thence North 35 degrees 05 minutes 19 seconds East, a distance of 95.47 feet; thence North 0 degrees 05 minutes 47 seconds East, a distance of 436.41 feet to the intersection of a line bearing North 88 degrees 55 minutes 04 seconds West from said Point A; thence South 88 degrees 55 minutes 04 seconds East, a distance of 80.12 feet to the east line of said West 1000.00 feet of said East Half of the Southwest Quarter; thence South 0 degrees 05 minutes 47 seconds West along said east line, a distance of 1170.18 feet to the point of beginning. LINE PARALLEL WITH THE SOUTH LINE OF THE S 1/2 OF THE SE 1/4 S 88"55'04" E ---399.84 - S 8976'51 " E (DEED = 2D16.86) 2021.78 / 80 12 I, 1 � g 7 ` N/ o THE ° I o) W Z I PARCEL 2 CO h w COO Ir W o � I � p o f SW 1/4 S£ CORNER OF THE S£ CORNER OF THE SW CORNER OF THE S 1/2 OF THE WEST 1000.00 FT. OF THE E 1/2 OF THE SW 1/4 E 1/2 OF THE SW 1/4 (\ ' SE 1/4 OF SEC. 15, TWP. 121, RCE. 25 8ff. 1-I - 319.67 399.81 - _ N 89'1651 " W N 88'55'04" W SOUTH LINE OF THE E 1/2 OF THE SW 1/4 PARCEL 2: That part of the East Half of the Southwest Quarter of Section 15, Township 121, Range 25, Wright County, Minnesota described as follows: Commencing at the southeast corner of said East Half of the Southwest Quarter; thence on an assumed bearing of North 0 degrees 05 minutes 54 seconds East along the east line of said East Half of the Southwest Quarter, a distance of 1170.18 feet to the point of beginning of the land to be described; thence return South 0 degrees 05 minutes 54 seconds West along said east line of the East Half of the Southwest Quarter, a distance of 1170.18 feet to said southeast corner of the East Half of the Southwest Quarter; thence North 88 degrees 55 minutes 04 seconds West along the south line of said East Half of the Southwest Quarter, a distance of 319.67 feet to the southeast corner of the West 1000.00 feet of said East Half of the Southwest Quarter; thence North 0 degrees 05 minutes 47 seconds East along the east line of said West 1000.00 feet of the East Half of the Southwest Quarter, a distance of 1170.18 feet to the intersection of a line bearing North 88 degrees 55 minutes 04 seconds West from the point of beginning; thence South 88 degrees 55 minutes 04 seconds East, a distance of 319.72 feet to the point of beginning. TAYLOR LAND SURVEYORS, INC. 213 W. Broadway P.O. Box 179 Mon ticello, MN 55362 Phone ,f 76.3-295-3388 Fax # 763-295-3408 PARCEL 4 THE SITE PLAN FOR KJELLBERG MANAGEMENT, M, GRAPHIC SCALE IN FEET 0 200 400 600 NW CORNER OF WILLIAM BELLOCK TRACT I ( DEED = 2 72. 00 ) 271.86 f S 25'33'09" W>/ ( DEED = 1784.78) 1787.51 . - r --IV PARCEL 3: SOUTH LINE OF THE S 1/2 OF THE S£ 114 PARCEL 4: INC. That part of the South Half of the Southeast Quarter of Section 15, Township 121, Range 25, Wright County, Minnesota described as follows: Beginning at the southwest corner of said South Half of the Southeast Quarter; thence north along the west line of said South Half of the Southeast Quarter, a distance of 1170.18 feet; thence east parallel with the south line of said South Half of the Southeast Quarter, a distance of 2016.86 feet to the northwest corner of land deeded to William Bellock; thence southwesterly along the westerly line of said tract of land, a distance of 272.00 feet; thence southeasterly along the southerly line of said tract of land, a distance of 321.50 feet to the westerly right of way line of Minnesota State Highway No. 25; thence southwesterly along said westerly right of way line, a distance of 923.61 feet to the south line of said South Half of the Southeast Quarter; thence west along said south line, a distance of 1784.78 feet to the point of beginning. That part of the East Half of the Southwest Quarter of Section 15, Township 121, Range 25, Wright County, Minnesota described as follows: Commencing at the southeast corner of said East Half of the Southwest Quarter; thence on an assumed bearing of North 0 degrees 05 minutes 54 seconds East along the east line of said East Half of the Southwest Quarter, a distance of 1170.18 feet to the point of beginning of the land to be described thence return South 0 degrees 05 minutes 54 seconds West along said east line of the East Half of the Southwest Quarter, a distance of 1170.18 feet to sold southeast corner of the East Half of the Southwest Quarter; thence North 88 degrees 55 minutes 04 seconds West along the south line of said East Half of the Southwest Quarter, a distance of 399.81 feet; 'thence North 0 degrees 05 minutes 47 seconds East, a distance of 514.05 feet; thence North 35 degrees 48 minutes 04 seconds West, a distance of 93.37 feet; thence North 0 degrees 05 minutes 47 seconds East, a distance of 65.87 feet; thence North 35 degrees 05 minutes 19 seconds East, a distance of 95.47 feet ; thence North 0 degrees 05 minutes 47 seconds East, a distance of 436.41 feet to the intersection of a line bearing North 88 degrees 55 minutes 04 seconds West from the point of beginning; thence South 88 degrees 55 minutes 04 seconds East, a distance of 399.84 feet to the point of beginning. REV. 1111,2/19 ADDED LEGAL DESCRIPTIONS I HEREBY CERTIFY THAT THIS SURVEY PLAN OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. DRAWN BY.- CHECKED BY.• BOOK / PAGE SHEET OF: B.TAYLOR D. TAYLOR 1 1 S V. TAYLOR R SCALE 15233 DATE - DATE DRAWN.• FILE NO. 11N.=200FT. 10/30/19 18107 LQ 3 .2 --�- PARCEL 3 �- POINT A + I I E 1/2 P) o� I , 41 -sb , F O 0 o s 9-, 9 F s o L4J ° � W �I �, W ° S 1/2 N 0'0547" E PARCEL 1 \ 65.87 o D W �„ W 35'4So0g3.3� :L11 N I -+) W OF N/ o THE ° I o) W Z I PARCEL 2 CO h w COO Ir W o � I � p o f SW 1/4 S£ CORNER OF THE S£ CORNER OF THE SW CORNER OF THE S 1/2 OF THE WEST 1000.00 FT. OF THE E 1/2 OF THE SW 1/4 E 1/2 OF THE SW 1/4 (\ ' SE 1/4 OF SEC. 15, TWP. 121, RCE. 25 8ff. 1-I - 319.67 399.81 - _ N 89'1651 " W N 88'55'04" W SOUTH LINE OF THE E 1/2 OF THE SW 1/4 PARCEL 2: That part of the East Half of the Southwest Quarter of Section 15, Township 121, Range 25, Wright County, Minnesota described as follows: Commencing at the southeast corner of said East Half of the Southwest Quarter; thence on an assumed bearing of North 0 degrees 05 minutes 54 seconds East along the east line of said East Half of the Southwest Quarter, a distance of 1170.18 feet to the point of beginning of the land to be described; thence return South 0 degrees 05 minutes 54 seconds West along said east line of the East Half of the Southwest Quarter, a distance of 1170.18 feet to said southeast corner of the East Half of the Southwest Quarter; thence North 88 degrees 55 minutes 04 seconds West along the south line of said East Half of the Southwest Quarter, a distance of 319.67 feet to the southeast corner of the West 1000.00 feet of said East Half of the Southwest Quarter; thence North 0 degrees 05 minutes 47 seconds East along the east line of said West 1000.00 feet of the East Half of the Southwest Quarter, a distance of 1170.18 feet to the intersection of a line bearing North 88 degrees 55 minutes 04 seconds West from the point of beginning; thence South 88 degrees 55 minutes 04 seconds East, a distance of 319.72 feet to the point of beginning. TAYLOR LAND SURVEYORS, INC. 213 W. Broadway P.O. Box 179 Mon ticello, MN 55362 Phone ,f 76.3-295-3388 Fax # 763-295-3408 PARCEL 4 THE SITE PLAN FOR KJELLBERG MANAGEMENT, M, GRAPHIC SCALE IN FEET 0 200 400 600 NW CORNER OF WILLIAM BELLOCK TRACT I ( DEED = 2 72. 00 ) 271.86 f S 25'33'09" W>/ ( DEED = 1784.78) 1787.51 . - r --IV PARCEL 3: SOUTH LINE OF THE S 1/2 OF THE S£ 114 PARCEL 4: INC. That part of the South Half of the Southeast Quarter of Section 15, Township 121, Range 25, Wright County, Minnesota described as follows: Beginning at the southwest corner of said South Half of the Southeast Quarter; thence north along the west line of said South Half of the Southeast Quarter, a distance of 1170.18 feet; thence east parallel with the south line of said South Half of the Southeast Quarter, a distance of 2016.86 feet to the northwest corner of land deeded to William Bellock; thence southwesterly along the westerly line of said tract of land, a distance of 272.00 feet; thence southeasterly along the southerly line of said tract of land, a distance of 321.50 feet to the westerly right of way line of Minnesota State Highway No. 25; thence southwesterly along said westerly right of way line, a distance of 923.61 feet to the south line of said South Half of the Southeast Quarter; thence west along said south line, a distance of 1784.78 feet to the point of beginning. That part of the East Half of the Southwest Quarter of Section 15, Township 121, Range 25, Wright County, Minnesota described as follows: Commencing at the southeast corner of said East Half of the Southwest Quarter; thence on an assumed bearing of North 0 degrees 05 minutes 54 seconds East along the east line of said East Half of the Southwest Quarter, a distance of 1170.18 feet to the point of beginning of the land to be described thence return South 0 degrees 05 minutes 54 seconds West along said east line of the East Half of the Southwest Quarter, a distance of 1170.18 feet to sold southeast corner of the East Half of the Southwest Quarter; thence North 88 degrees 55 minutes 04 seconds West along the south line of said East Half of the Southwest Quarter, a distance of 399.81 feet; 'thence North 0 degrees 05 minutes 47 seconds East, a distance of 514.05 feet; thence North 35 degrees 48 minutes 04 seconds West, a distance of 93.37 feet; thence North 0 degrees 05 minutes 47 seconds East, a distance of 65.87 feet; thence North 35 degrees 05 minutes 19 seconds East, a distance of 95.47 feet ; thence North 0 degrees 05 minutes 47 seconds East, a distance of 436.41 feet to the intersection of a line bearing North 88 degrees 55 minutes 04 seconds West from the point of beginning; thence South 88 degrees 55 minutes 04 seconds East, a distance of 399.84 feet to the point of beginning. REV. 1111,2/19 ADDED LEGAL DESCRIPTIONS I HEREBY CERTIFY THAT THIS SURVEY PLAN OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. DRAWN BY.- CHECKED BY.• BOOK / PAGE SHEET OF: B.TAYLOR D. TAYLOR 1 1 S V. TAYLOR R SCALE 15233 DATE - DATE DRAWN.• FILE NO. 11N.=200FT. 10/30/19 18107 to (3 SZ5 (.0 0) ob ObN S 44 rAmil ZA"p 213 W BROADWAY, F.0 BOX 179, MON 710ELLO, MINIVES01rA 55362 PHOIVE,ol 763-295-3388 FAX,.f 763-295-3408 N 0"05"04" E MH MEASUREING STATION INV,- 948-25 TOP RING - 955,00 ,618.57 E 112 S 0105"47" W SITE PLAN FOR KJELLBERG MANAGEMENT, INC. f-AS7- LINE OF THE E 112 OF THE SW 714 tv 0 V5,54 E 7770. 18 5,f CORM R OF NE C 112 OF rHE SW 114 4F SEC. 15, W. 121, RGE 25, A WRIGHTCOUIWY MONUMENT WATER Ri SER WA WAA liMH sm RISM WA Rift WA MH WATER WATER SER RM" A EAS`?' ZINC OF 7Hf- WEST 1000.00 FEET Cf' THE E 11.2 OF PIC SE 714 WA SER 4 W44 WA RW WAM 1170. 7 it (A T 04F7 -HF E- 712 OF THE SW 1/4 p1w) SE CORNER OF THE OESr 100000 F' AREA - 2.JJ ACRES 190. SEE -WEEr I OF -WEFrS PROPAED' 28 FOOT ROAD 100 00 T N 0 N 0105'47" E 514.05 P. 0. 49.7 EXlSPAIG GRA Li4 ROAD p,I 65.87 N 0'05'47*" E 0- THE- .3 w 114 REMAIN11W I -AND 50.01 ACRES ILAJ 14) Qo- 1,984.85 \,--4fSr tPVC OF HTE f 112 OF THE SW 7/4 2 w 11 GRAPHIC SCALE IN FEET -JOEL- 0 0() 200 300 1 HEREBY CERTIFY THAT THIS SURVEY PLAN OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. lee .19 0KNIS V. TAYLOR REIN19III DATE AIEV 2-19-19 BOUNVARY AND DESCW770N DRA WV 8?' CHEMED BY BOW PACE: SHEET SCALE- DA IF DRA Oft RLE NO. OR D. 7AYLOR F-424 31 2 2 11N, 100F1 cri/15/19 18107 �LCITY OF __ ontice-.--o January 17, 2020 Monticello Township Clerk 8550 Edmonson Avenue NE Monticello, MN 55362 Re: Annexation — Kjellbergs Inc. PID 213-100-153400 Dear Cathy: PHONE: 763-295-2711 FAx:763-295-4404 505 Walnut Street I Suite 1 I Monticello, MN 55362 The City has received an annexation petition from the owner of the above parcel. The property is contiguous to the city limits and meets the requirements for a triggering event for annexation per Section 2A of the Joint Resolution for Orderly Annexation. The annexation resolution approving the request has been placed on the January 27t', 2020 City Council meeting agenda. A copy of the draft resolution and related boundary information is attached for reference. If you have any questions regarding this annexation request, please let me know. Sincerely, J e fifer Schriier City Clerk cc: Jeff O'Neill, City Administrator Angela Schumann, Community Development Director www.ci.monticello.mn.us ANNEXATION RESOLUTION NO. CITY OF MONTICELLO, WRIGHT COUNTY, MINNESOTA RESOLUTION FOR ORDERLY ANNEXATION OF LAND TO THE CITY OF MONTICELLO WHEREAS, Monticello Township (the "Township") and the City of Monticello (the "City") have entered into an orderly annexation agreement dated June 21, 2004, as amended June of 2005, identified by Minnesota Department of Administration File No. OA -1061 ("Agreement"), attached hereto as Exhibit "A"; and WHEREAS, that Agreement provides that if the terms and conditions have been met as contained in the Agreement, the Township shall not object to an annexation initiated by the City filing an Annexation Resolution with the Department of Administration; and WHEREAS, the Agreement states, in part, that no consideration by the Department of Administration, or its successor agency, is necessary, and that all terms and conditions for annexation are provided in the Agreement; WHEREAS, the Agreement designates, in part, pursuant to Paragraph 13, No Hearing Required, that the City shall provide to Township a written notice of annexation and this Annexation Resolution, and the Department of Administration may review and comment within thirty days of receipt of this Annexation Resolution and the Agreement, and order the annexation of the area designated in this Annexation Resolution in accordance with the Agreement. WHEREAS, the Agreement designates, in part, the following area as in need of orderly annexation: That part of the East Half of the Southwest Quarter of Section 15, Township 121, Range 25, Wright County, Minnesota described as follows: Commencing at the southeast corner of said East Half of the Southwest Quarter; thence on an assumed bearing of North 0 degrees 05 minutes 54 seconds East along the east line of said East Half of the Southwest Quarter, a distance of 1170.18 feet to a point hereinafter referred to as Point A; thence return South 0 degrees 05 minutes 54 seconds West along said east line of the East Half of the Southwest Quarter, a distance of 1170.18 feet to said southeast corner of the East Half of the Southwest Quarter; thence North 88 degrees 55 minutes 04 seconds West along the south line of said East Half of the Southwest Quarter, a distance of 319.67 feet to the southeast corner of the West 1000.00 feet of the East Half of the Southwest Quarter being the point of beginning of the land to be described; thence continue North 88 degrees 55 minutes 04 Page 1 of 3 206042v1 seconds West along said south line, a distance of 80.14 feet; thence North 0 degrees 05 minutes 47 seconds East, a distance of 514.05 feet; thence North 35 degrees 48 minutes 04 seconds West, a distance of 93.37 feet; thence North 0 degrees 05 minutes 47 seconds East, a distance of 65.87 feet; thence North 35 degrees 05 minutes 19 seconds East, a distance of 95.47 feet; thence North 0 degrees 05 minutes 47 seconds East, a distance of 436.41 feet to the intersection of a line bearing North 88 degrees 55 minutes 04 seconds West from said Point A; thence South 88 degrees 55 minutes 04 seconds East, a distance of 80.12 feet to the east line of said West 1000.00 feet of said East Half of the Southwest Quarter; thence South 0 degrees 05 minutes 47 seconds West along said east line, a distance of 1170.18 feet to the point of beginning. ("Land"); and WHEREAS, upon annexation of the Land, the City shall reimburse the Township for the loss of taxes from the property so annexed, as outlined in Paragraph 6, Tax Reimbursement, of the Agreement; WHEREAS, other than the payment of taxes, the necessary criteria for annexation of the Land pursuant to the Agreement have been met. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Monticello that the Land is hereby annexed into the City. Annexation is conditioned on the Land connecting to City municipal services. BE IT FURTHER RESOLVED that Resolution No. of the City of Monticello is hereby repealed. ADOPTED this day of , 20 , by the City Council of the City of Monticello. CITY OF MONTICELLO Mayor Brian Stumpf ATTEST: City Clerk Jennifer Schreiber Page 2 of 3 206042v1 EXHIBIT "A" TO RESOLUTION NO. See attached Agreement Page 3 of 3 206042v1 Subject Parcel A CIIY Oh Monticello 1in=376ft N A December 4, 2019 Map Powered By DataLink wsb Revised and restated agreement 1/6/2020 On January 11, 2006 Kjellberg Management Corporation Seller and Ocello, LLC Buyer closed approximately 49.97 acres on the property known as Wright County, Minnesota PID as of 2019 #R213- 100-153 which certain agreements were made. At that time Ocello, LLC owned 19.93 acre piece PID as of 2019 #R213-100-151400. On January 6, 2020 Kjellberg Management Corporation and Ocello, LLC. Would like to restate their agreement as it concerns their common interest in the two PID properties listed. 1) Both parties acknowledge that as of January 6, 2020 that both Ocello properties PID #'s R213- 100-153 and R213-100-151400 to the south and the east of the manufactured home park have storm and sewer lines running through to a measuring station and then to the cities trunk line. It is agreed by both parties that at such time that the property is developed that if any of these lines or measuring station needs to be moved that it would be done at the cost of the developer and at that time permanent easements would be allowed for and granted to the manufactured home park. See drawing attached Exhibit A for location of existing lines. 2) Both parties acknowledge that Kjellbergs west mobile home park drains storm water onto Ocello's property. Ocello or developer of the property agrees it will provide for continuance of storm water drainage needs for the portion of the west mobile home park that is presently draining onto the property as of January 11, 2006. 3) Both parties acknowledge that it's the intent when the two properties are developed that a sewer and water line would be run across the 49.97 acre piece toward the piece known as the asparagus field approximately 44 acres. Ocello or the developer would incorporate into its design an increased pipe size to allow for the 44 acre piece to be serviced, providing they are given what the commercial or industrial need would be and that the city has the availability to service this area, from the existing up sized lines stubbed into the Ocello property. The cost for the increase in up sizing and extra depth would be the expense of the Kjellbergs or the person asking for the connection, should they elect to have this done. 4) Both parties acknowledge that all other agreements have been satisfied and that this agreement supersedes any other agreements made prior to this agreement and the only one that remains in force. Ocello, LLC Kjellberg Management Corporation Dated: Dated: CHAPTER 3: ZONING DISTRICTS Section 3.4 Residential Base Zoning Districts Subsection U) M -H: Manufactured Home Park District Section 3.4 (J) Mobile and Manufactured Home Park M—H District The purpose of the "M -H" manufactured home park district is to provide for manufactured home users and directly related uses. Maximum Density through PUD or Performance Standards = 3350 sq. ft. per unit (13.0 units per gross acre) Base Density = 4,000 sq ft per unit (10.9 units per gross acre) Base Lot Area • Minimum = 5 acres Base Lot Width • Minimum = 200 ft. Typical M -H Lot Configuration Typical M -H Building Types City of Monticello Zoning Ordinance Page 109 CHAPTER 3: ZONING DISTRICTS Section 3.4 Residential Base Zoning Districts Subsection (f) M -H: Manufactured Home Park District REQUIRED YARDS (in feet) Max Minimum Minimum Minimum Roof Pitch Interior Street �I i Height Floor Areas Building & Soffit (vertical rise/ Front Side Side Rear (stories (9 (� ) I I / feet) s ft Width ft horizontal run Manufactured Home Building Detached See Section 5.2(C)(4) for all regulations governing manufactured home parks Accessory Structures is Faded lot lines indicate land area continues z: Awnings, porches and other similar features attached to the manufactured home shall be considered as part of the manufactured home 3: zo foot setback from a street 4:15 foot separation between structures 5. Each manufactured home shall have a minimum of 2500 square feet dedicated for the unit (with an overall park density not to exceed 13 units per acre) 6. Red lot lines illustrate platted property lines 7.30 foot setback from an outer park boundary line 1 s ACFie 5 4 `3 7 4sjv \ v� Page 11 0 City of Monticello Zoning Ordinance CHAPTER 5: USE STANDARDS Section 5.2 Use -Specific Standards Subsection (C) Regulations for Residential Uses (i) No overnight facilities are provided for the children served. Children are delivered and removed daily. (ii) Adequate off-street parking and access is provided in compliance with Section 4.8 of this ordinance. (iii) Adequate off-street loading and service entrances are provided in compliance with Section 4.9 of this ordinance. (iv) The site and related parking and service shall be served by an arterial or collector street of sufficient capacity to accommodate the traffic which will be generated. (v) All signing and informational or visual communication devices shall be in compliance with Section 4.5 of this ordinance. (vi) All state laws and statutes governing such use are strictly adhered to and all required operating permits are secured. (b) Group Residential Facility, Multi -Family (i) Group Residential Facility, Multi -Family shall require authorization through a conditional use permit following the provisions of Section 2.4(D) of this ordinance. (4) Manufactured Homes / Manufactured Home Park (a) Manufactured Homes in General All manufactured homes within the City of Monticello shall be built in conformance with the manufactured home building code and comply with all provisions of this ordinance. (b) Manufactured Home Parks Development of new manufactured home parks shall be encouraged to use the planned unit development (PUD) process to allow the City to vary or modify the strict application and requirements for manufactured home parks to more readily accommodate this type of development. However, absent development through a PUD, the following requirements shall apply: (i) In General: 1. The minimum total manufactured home park area shall be five acres. 2. Each designated mobile home site shall not be less than 2,500 sf. 3. Notwithstanding the type of development concept used, the maximum density shall be thirteen (13) manufactured homes per acre. 4. Manufactured homes shall be the only permitted dwelling type in a manufactured home park. City of Monticello Zoning Ordinance Page 365 CHAPTERS: USE STANDARDS Section S.2 Use -Specific Standards Subsection (C) Regulations for Residential Uses 5. No tents shall be used for other than recreational purposes in a manufactured home park. 6. There shall be no outdoor camping anywhere in a manufactured home park. 7. Laundry and clothing shall be hung out to dry only on lines located in Council approved areas established and maintained exclusively for that purpose. 8. Adequate storm shelters for all residents of the manufactured home park shall be provided on-site. 9. No part of any manufactured home park shall be used for non- residential purposes, except such uses that are required for the direct servicing and well-being of park residents and for the management and maintenance of the park. 10. All manufactured homes must be securely anchored in a manner which meets shoreland district requirements (if within a shoreland district) and applicable state requirements for resisting wind forces. (ii) Grading, Drainage and Groundcover: 1. Condition of soil, ground water level, drainage, topography shall not create hazards to the property or the health and safety of the occupants. 2. The ground surface in all parts of every manufactured home park shall be graded and equipped to drain all surface water in a safe, efficient manner. 3. Exposed ground surfaces in all parts of every manufactured home park shall be paved or covered with stone, screening or other solid material, or protected with a grass that is capable of preventing soil erosion and of eliminating objectionable dust. 4. No portion of a manufactured home park shall be subject to unpredictable or sudden flooding. (iii) Setbacks and Lot Requirements 1. Manufactured homes shall be separated from each other and from other buildings and structures by at least fifteen feet. 2. An accessory structure such as an awning, cabana, storage cabinet, carport, windbreak, and porch which has an opaque top or roof, shall, for purposes of all separation requirements, be considered to be part of the manufactured home. However, applicable building code separation requirements shall still apply as applicable. 3. There shall be a minimum distance of twenty feet between the manufactured home stand and abutting park street; 4. All manufactured homes, off-street parking spaces, and structures shall be located at least thirty feet from any property boundary line Section 3.7(0: Floodplain District Page 366 City of Monticello Zoning Ordinance CHAPTERS: USE STANDARDS Section 5.2 Use -Specific Standards Subsection (C) Regulations for Residential Uses abutting upon a public street or highway and at least thirty feet from other property boundary lines; 5. Each manufactured home site shall have frontage on an approved roadway and the corner of each manufactured home site shall be marked and each site shall be numbered. 6. Dedicated storage area(s) and building(s) shall be for the sole use of the residents of the manufactured home park and are not available for use by non-residents. (iv) Screening and Open Space 1. All manufactured home parks located adjacent to residential, recreational, commercial or industrial land uses shall provide screening such as fences, shrubs, trees along the property boundary line separating the park and such uses, and shall be maintained by the State license holder in a neat and orderly manner. 2. A minimum of 2,000 sf for every acre, or part thereof, in a manufactured home park shall be provided for definable play areas and open space. Such areas of open space and play area shall not be areas included within any setback nor shall they include any areas of less than twenty feet in length or width. (v) Parking Each manufactured home site shall be served by two (2) off-street parking spaces for automobiles. (vi) Utilities 1. All manufactured homes shall be connected to a public water and sanitary sewer system or a private water and sewer system approved by the State Department of Health. 2. All installations for disposal of surface storm water must be approved by the City. 3. All utility connections shall be as approved by the City. 4. The source of fuel for cooking, heating, or other purposes at each manufactured home site shall be as approved by the City. 5. All utilities shall be underground; there shall be no overhead wires or supporting poles except those essential for street or other lighting purposes. 6. No obstruction shall be permitted that impedes the inspection of plumbing, electrical facilities, and related manufactured home equipment. 7. The method of garbage, waste, and trash disposal must be approved by the City. 8. Owner shall pay any required sewer and connection fees to the City. City of Monticello Zoning Ordinance Page 367 CHAPTERS: USE STANDARDS Section S.2 Use -Specific Standards Subsection (D) Regulations for Civic and Institutional Uses (vii) Lighting: 1. Artificial light shall be maintained during all hours of darkness in all buildings containing public toilets, laundry equipment, and the like. 2. The manufactured home park ground shall be lighted as approved by the City from sunset to sunrise. (D) Regulations for Civic and Institutional Uses (1) Active Park Facilities — Private Private park facilities must be operated only for the enjoyment and convenience of the associated residents and their guests. (2) Assisted Living Facilities (a) The development must be contained on an independent parcel; 30% of the parcel must be preserved as open space at least 2/3rds of which shall be useable. (b) To continue to qualify for the senior citizen housing classification, the owner or agent shall annually file with the Community Development Department a certified copy of a monthly resume of occupants of such a multiple dwelling, listing the number of tenants by age. (c) One (1) off-street loading space shall be provided in compliance with Section 4.9, Off -Street Loading Spaces. (d) Elevator service shall be provided to each floor level which contains senior housing units. (e) The site of the main entrance of the principal use is served or is located within four hundred (400) feet of regular transit service. (f) Efficiency units shall be a minimum floor area of 440 square feet, and shall not exceed twenty (20) percent of the total number of apartments in a multiple dwelling. (g) One bedroom units shall be a minimum floor area of 520 square feet. (3) Cemeteries (a) New cemeteries shall be located on a site or parcel with an area of at least 2.5 acres. Page 368 City of Monticello Zoning Ordinance City Council Agenda: 01/27/2020 4B. Consideration of a request for Comprehensive Plan Amendment from Places to Shop to Places to Live, Amendment to Planned Unit Development for Development Stage PUD and Preliminary Plat for a proposed 92 -unit multi -family apartment complex. Applicant: Kent Kiellberg. (NAC/AS) Site Location: PID: 155-221-000010 Legal: Outlot A, Monticello Business Center 6th Addn. Planning Case Number: 2019-027 A. REFERENCE & BACKGROUND Request(s): Comprehensive Plan Amendment, Rezoning to Planned Unit Development, Amendment to PUD for Development Stage PUD, and Preliminary Plat to accommodate conversion of an existing commercially - zoned outlot for multi -family residential use. The rezoning to PUD consideration will occur with the consideration of final plat and final stage PUD. Deadline for Decision: February 10th, 2020 Land Use Designation: Places to Shop Current Zoning Designation: B-4, Regional Business Proposed Zoning Designation: PUD, Planned Unit Development The purpose of the PUD District is to provide greater flexibility in the development of neighborhoods and non-residential areas in order to maximize public values and achieve more creative development outcomes while remaining economically viable and marketable. This is achieved by undertaking a process that results in a development outcome exceeding that which is typically achievable through the conventional zoning district. The City reserves the right to deny the PUD rezoning and direct the developer to re -apply under the standard applicable zoning district. Overlays/Environmental Regulations Applicable: NA Current Site Use: Vacant City Council Agenda: 01/27/2020 Surrounding Land Uses: North: Commercial Business East: Townhouse Residential South: Mobile Home Park Residential West: Commercial (Walmart) Project Description: The applicants propose to convert the remainder of the Monticello Business Center 6t' Addition (an outlot and parking for a portion of the existing commercial development) to a multi -family residential development, associated parking, and access. Planning Commission Review and Recommendation The Planning Commission reviewed and held a public hearing related to the requests on January 7t', 2020. The applicant was present to answer questions of the Commissioners and presented an updated site plan responding to the noted staff concerns regarding the entrance to the site as a residential space, and the ability of emergency vehicles to access the site. The Commission inquired whether the adjacent veterinary clinic property owner was present and had comment. Scott Jacobson, owner of the Monticello Pet Hospital addressed the Commission, explaining that the applicant has presented a redesigned access and has suggested signage or other site modifications to address traffic through the site. The Commission expressed their support of the land use for the parcel given its location. No other public was present to address the Commission during the public hearing. Following discussion, the Commission unanimously recommended approval of the four requested applications — comprehensive plan amendment, rezoning to PUD, development stage PUD and preliminary plat — unanimously. Comprehensive Plan Amendment/Land Use: The site was initially anticipated to develop as a series of commercial buildings which would share parking and a single access point to School Boulevard. The initial concept plan for the PUD envisioned as many as three additional commercial buildings around the perimeter of the site and a central parking area. The applicants now seek to utilize the south portion of the site for multi -family residential of 92 total units on 4 floors of residential use, with both an underground 2 City Council Agenda: 01/27/2020 parking garage and a surface parking lot. Access would continue to be provided to the site through an existing parking lot (primarily anticipated to be the easterly of the two access aisles). The proposed use would therefore require an amendment to the Comprehensive Plan reguiding this portion of the development to Places to Live from its current Places to Shop designation. It should be noted that while the applicant's land use exhibit illustrates the reguiding of both the proposed lot and proposed Outlot A to residential, staff would recommend reguiding only the lot to include the residential development and not the outlot surrounding the existing commercial office building. The City previously reviewed the proposal as a Concept -Stage PUD in a joint workshop between the City Council and Planning Commission. At that meeting, the City officials suggested that residential use of the site proposed could be supported given the lack of reasonable street frontage and visibility for a commercial development. In those discussions, it was emphasized that there was a need to address the transition in use between commercial on the north, and the proposed residential on the south portions of the project site. This transition includes both architectural and site planning elements. From the site planning perspective, the ability to provide adequate parking, reasonable access and a sense of entry to the residential site, and a landscaping/green space plan that enhances the residential environment of the site would all be important factors in implementing the change in land use. As a PUD, the expectation is that the overall development design would show a superior alternative to a "standard" R-4, Multi -Family Residential design. The R-4 District, which would be the base district underlying the PUD, incorporates a heavy emphasis on architecture, site planning, and green space as a baseline requirement for considering the conversion of land from commercial to residential. The applicants have worked through a series of alternative solutions to these issues. The current version makes only small changes to the primary access location along School Boulevard. This was recommended during the concept review, as opposed to a realigned entrance. Residential traffic entering the site will travel through the existing commercial parking lots (it is expected that the primary access route would be through the office lot to the east, rather than the veterinary clinic lot to the west). Traffic would then enter the surface parking lot provided for the residential building, or choose to utilize the down -ramp aisle leading to the underground parking on the east side of the building. Staff is concerned that this layout does not address the "sense of entry" transition to the site that has been raised during the concept discussion. Moreover, it is likely to raise issues with emergency vehicle access and circulation given the dimensions of 3 City Council Agenda: 01/27/2020 the parking aisles. The design is heavy on pavement, and has little green space or obvious pedestrian accessibility. In the sections below, comments relating to the technical aspects of the zoning regulations are also evaluated, however, general layout of the site plan is worthy of additional attention as the City considers the appropriate use of PUD zoning. As noted, the applicant has made plan revisions since the time of the Planning Commission report which attempt to address the issues noted above. Staff believes that the addition of the alternative pavement surface, circular drive and entrance monument as proposed in the revised plans do address these issues. However, green space remains tight throughout the site, and therefore the design of the private space at the rear of the building, as well as the use of alternative pavement surfaces and scoring on the sidewalk areas to enhance pedestrian use and connection will be critical. Additionally, the requirement that underground parking be included as part of the base rent structure has been added as a condition of approval due to the loss of 2 stalls for the improved entrance area. This condition can be addressed within the development agreement for the project. Ordinance Requirements & PUD Flexibility: Density The apartment building is proposed to be a total of 92 units. The R-4 zoning district allows residential densities of up to 25 units per acre. In this case, the property consists of two parcels of land — Lot 1, Block 1, on which the building is to be placed, and the revised Outlot A, which includes the access drive, and all of the land surrounding the existing commercial office building on the east side of the PUD property. Lot 1 and Outlot A total approximately 3.7 acres, which accommodates the 92 units within the R-4 density allowance. The PUD flexibility for this aspect of the project is to attribute the entire shared outlot to the maximum density. This is consistent with the understanding presented during the Concept PUD review last fall. Parking, Access and Circulation Parking is an area of flexibility being sought by the use of PUD on this project. The ordinance would expect a standard minimum supply of 2.25 parking spaces per residential unit, with no more than 1.1 spaces per unit uncovered (the remaining required to be covered/underground). The proposed parking for the 92 unit building is 76 spaces underground, and 78 spaces attributable to the residential building as surface parking, a total of 154 spaces or 1.7 spaces per unit. In reviewing parking supply for multi- family buildings of this type, staff has researched expected parking demand, and has found that spaces -per -bedroom to be a more reliable predictor of overall parking usage. Approximately .9 to 1.0 spaces per bedroom has been C! City Council Agenda: 01/27/2020 shown to provide reasonable parking supply for multi -family buildings of this type. The proposed building contains 46 one -bedroom or studio units, and 46 two- bedroom units, a total of 138 bedrooms. Applying these parking numbers to the proposed building, the applicants propose 1.13 parking spaces per bedroom. While this does not meet the general code requirement, it would be expected to adequately serve the project. One issue of note would be that there are fewer underground spaces than units, so some residents will not have access to underground parking. One final aspect of this parking count: it is common that apartment managers will make underground parking available as an option to tenants that choose to pay an additional fee. This arrangement would not be workable on this site if the underground garage fails to fill up — too many residents would be seeking surface parking, which would have very little, if any, available overflow. As such, an operational requirement would be that each of the underground spaces are included in the rent set for specific units so the parking generated by the project does not attempt to occupy the commercial parking lots. The applicant has indicated a willingness to provide a cross -easement for parking with adjacent commercial office building parking lot. Finally, it is noted that pedestrian connections to this site will be of paramount importance, given that the relatively dense site will rely on public parking and trail amenities to support it. Access to parkland to the east and south (including Pioneer Park and Featherstone Park to the south, as well as the future park/water feature area being contemplated to the north) will be important considerations for a successful residential environment. Landscaping As noted above, landscaping and green space are a potential issue on this site, given the limited land area (especially in the north entry area of the project). The ordinance requires a specific level of landscape plant materials based on site size and perimeter, as well as additional plantings for buffering the use from adjoining land uses. The applicants have provided a planting schedule including the following table demonstrating compliance with the requirements of the landscaping section of the zoning ordinance. The primary area of departure, in terms of green space on the site, is the R-4 requirement for an extensive strip of green (neither building nor paved parking) in the front yard from the street. On this site, the building is setback significantly more than the required 100 foot setback in the R-4 district. However, that front area is occupied by commercial buildings and parking lot. At the transition point from commercial to residential, there is only a small landscaped break (about 10 feet of width — the size of a standard parking lot 5 City Council Agenda: 01/27/2020 island). The R-4 district looks for an uninterrupted space of no less than 60 feet, a standard from which the PUD is seeking flexibility. The applicant's revised plans propose to address this concern with the introduction of a small plaza feature at the front entry, enhanced with monument features and landscaping. REQUIRED LANDSCAPE CALCULATIONS: The landscape plan also indicates that all but one of the trees in the existing boundary plantings along the east border abutting the Autumn Ridge Townhomes will be removed, due primarily to required grading in that area. However, the planting plan shows an increase in overall replaced trees in that area, with 22 trees being removed, but as many as 40 new trees in that area. As such, the planting buffer should be enhanced as a result of the project. n TOTALREQ D TOTAL I(ASSUEEAE.I OCO PROEVA.) REQUIRED LANDSCAPE CALCULATIONS FORMULAS SITE LANDSCAPING REQUIREMENTS [MULTI -FAMILY {5t UNITS)) � REQ` D: 15 ACI CANOPY TRE ES { 3 EVERGREEN) PER 1 ACRE & 2 SH RUSS P ER 10' PRO POS ED SLOG. PERIMETER. 4.5 ACRES X 16 AC I = 72 / 2 CAL, I N. EA. = 36 - 14 REQDOVER5TORYTREES EVRGRN 11 22 REQ'D EVERGREEN TREES 13.SREQ'D I4 14 kEQ'❑ SHRUBS (AROUNDPROPOSED BLDG PERIMETER)' 1105LF/10=110,SX2 771 224 "'Existing Buildings already include foundation/perimeter plantings; no additional counts PERIMETER BUFFER REQUIRETMENTS{ALL OTHER RESIDENTIAL)'DOES NOT COUNT TOWARDS TOTAL SITE LANDSCAPING REQUIREMENTS (NORTH BOUNDARY (B-4): TYPE B, OPTION 2 BUFFER OVERSTORY 204LF/100LF-2.04X2ACI 2 2 1 UNDERSTORY 14 ACI X2.04=28.S6ACI I4 14 SHRUB 35X2.04 71 71 SOUTH BOUNDARY (B-4): TYPE B, OPTION 2 BUFFER OVERSTORYI 350 LF/100 LF=3.5X2 4 UNDERSTORY 14 ACI X3.5 25 I4 25 SiUB 35X35 123 123 1 WE ST BOUN DA RY (B-4): TYPE B, OPTION 2 BUFFER OV E RSTO RYI 665 / 100 LF = 6.665 X 2 ACI 7 1 UNDERSTQRY 14 ACI X6.65 47 47 1 I7 SHRUB 35X6.65 133 233 1 FAST BOUNDARY (R-3): N/A, N4 BUFFER REQ'D' *Ove rflow Perimeter Buffer Plants added to East Boundary from North & West Perimeter TOTAL PERIM ETER BU F ER COUNTS {N, E,S, W CO MINNEOJ T07ALOVERSTORYTREESIN, E,S,W)I - seeahove- 13 13 TOTAL LINDERSTORYTREESIN,E,S,W) -see ahove- I 86 86 TOTALSHRUBS IN, E, S, W) -see above- 427 427 VEH ICU LAR USE AREA LANDSCAPING (COUNTS TOW ARDS TOTAL SITE LANDSCAPING REQUIREMENTS( INTERIOR PARKING REQUIREMENTS ISLANDTREES 1PERISLANDX12ISLANDS 12 12 25% X TOTAL ISLAND 5 F = 3326X25% = 833.55F REQ'D; ASSUMES DIA. SHRUBTYP. = 7SF; 831.5/ ISLANDSHRUBS 7=118(3' DIA, SHRUBS) 118 113 PERIMETER VEHICULAR USE REQUIREMENTS LFII PER 100100 OVERSTORYTREESIBACI 4,02X8-32 6RIP=402 16 16 EXISTING ON-SITE TREES IEXISTINGTREES TCTALTREES EXISTING 28 70TALTREES REMOVED 27 70TAL TREES REMAINING (CREDIT) 1 1 The landscape plan also indicates that all but one of the trees in the existing boundary plantings along the east border abutting the Autumn Ridge Townhomes will be removed, due primarily to required grading in that area. However, the planting plan shows an increase in overall replaced trees in that area, with 22 trees being removed, but as many as 40 new trees in that area. As such, the planting buffer should be enhanced as a result of the project. n City Council Agenda: 01/27/2020 Because a relatively significant change in the site plan is still possible in response to other staff comments, the landscaping plan will need to be revised to demonstrate compliance with these notes. Lighting The applicant's submission does not include a lighting plan. This plan should be submitted for review as a part of any Final PUD package. Staff would note that care should be taken to minimize parking lot lighting on the residential building, and this may include consideration of existing parking lot lighting in the commercial areas of the site. A photometric plan should take this into consideration. Signage No signage plan has been submitted at this point. Staff notes that each of the two existing buildings has a freestanding monument -style sign in the front yard along School Boulevard. Staff would encourage a coordinated sign plan to avoid additional free-standing signs in this space. Building Design The plans show a four-story building from grade at the front (north) elevation. The same elevation from grade is maintained around the building, with the exception of the lower -level access to the garage parking area on the east. This area is supported by retaining wall construction on the architectural plans, but in contrast, is shown to be graded to the lower elevation on the grading plan. This conflict should be resolved with updated plans. If there is to be exposed areas of the lower garage level, staff would recommend that the approved exterior finish materials be extended to the finished grade, rather than exposed concrete block or other exposure. The proposed materials consist of a combination of brick along the first floor exposure, and extending up the stairwell columns, with a variety of cement - board panels on the remainder of the building. A contrasting ribbed cement board panel extends around most of the upper parapet of the building. The R-4 District requires at least 20% of the front exposure to consist of "enhanced materials" (such as brick), with cement board as a qualifying alternative material on the remainder of the building. The proposed building exceeds these minimum standards. In addition, the R-4 District requires a minimum "articulation" of at least 3 feet across the span of the primary roof line. The applicants have met this standard by including a series of vertical columns that extend above the main roof parapet, and a corner architectural feature at the northwest corner that extends to this additional elevation. The building height overall is not shown on the plans, but appears to be approximately 40 feet to the main parapet. This should be confirmed with the applicants. 7 City Council Agenda: 01/27/2020 The exterior finish includes suspended balconies for each unit. The materials are not specified, but are presumed to be a finished metal. This should be verified as well. The applicant will also need to supply final square footage calculations for each of the proposed 92 units. The current R-4 standards require a minimum of 900 square feet total. The applicants will need to verify whether the units will meet the standard, or the level of flexibility under PUD that is requested. Utilities, Grading and Drainage The City Engineer has provided comment on the grading, drainage, and utilities for the project in the Engineer's letter dated December 201h, 2019. Accessory Use Requirements Trash Handling. There is an exterior dumpster area near the office building parking lot. The applicant should confirm that the dumpster serves the office building and not the apartment complex, as planning staff would recommend an enclosed and/or attached trash handling area. Remote trash areas such as the location proposed can result in significant issues related to maintenance and litter. This requirement has been applied to all recent multi -family projects. If the City chooses to accommodate a remote trash area such as the location proposed, planning staff would recommend materials similar to the principal building, a self-closing gate, and a roof covering the area. During the public hearing, the applicant confirmed that trash handling will be internal to the buildings. The existing trash enclosure on site is for the office building. Plat Standards Preliminary/Final Plat The project requires a plat to convert the current Outlot into a numbered lot and block. The applicant has provided a preliminary plat drawing which illustrates the replatting of Outlot A into a lot and block of approximately 2.5 acres and an outlot surrounding Lot 1, Block 1 of Monticello Commerce Center 5th Addition (the existing office building) of approximately .99 acres. The plat is subject to the City Engineer's review comments. This includes a change in the name to Monticello Commerce Center 81h Addition, as a 7th Addition plat was previously filed. The Plat itself is unlikely to alter boundaries significantly from the current Outlot — if at all. However, as a part of the plat review, it will be important to M. City Council Agenda: 01/27/2020 reconfirm the required cross -easements for access and other services throughout the site. A vacation of the drainage and utility easement over the current outlot will be required. The property owner shall petition for this vacation as part of the platting process, with new easements as required by the Subdivision Ordinance to be platted. As noted previously, the project anticipated joint access, parking, and utility services for commercial uses. The introduction of a residential use into the commercial PUD and/or its management association will require review to ensure that the site continues to be properly managed over the long term. Park Dedication As a residential subdivision, the development is subject to park dedication requirements. As of the time of this report, the PARCommission had not yet met to provide a recommendation on dedication requirements. Given the site layout and constraints, a cash dedication is likely to be recommended by staff to the Commission, in addition to the pedestrian connections noted earlier in this report. Under State Statute 462.358, with platting or replatting, the City has the option of either requiring a land dedication for park, or the City can collect park dedication fees for purchase of park land at another location — referred to as "cash in lieu". The Park & Recreation Commission's consideration is related to a recommendation for this allocation. Under Minnesota statutes, the City may set this fee to be equal to the value of raw land no later than at the time of final plat — this is the value of raw land that is immediately developable, but is not yet actually developed. At this time, only residential plat projects are subject to park dedication in Monticello. Dedication is currently set at 11 % of the land or cash -in -lieu equivalent. Since the time of the initial report, the PARCommission has had an opportunity to review the application and make a recommendation related to park dedication. Staff had recommended a cash in lieu dedication due to the density and proposed site layout. The cash dedication is approximately $35,000 and will be included as part of fees and assessments determined with the final plat and development agreement. On January 23rd, 2020, the PARCommission recommended unanimously in favor of a cash in lieu dedication. B. ALTERNATIVE ACTIONS E City Council Agenda: 01/27/2020 The Planning Commission recommends approval unanimously of the four requests, Comprehensive Plan Amendment, Rezoning to PUD, Development Stage PUD and Preliminary Plat. The Council will act on the rezoning to Planned Unit Development request at the time of final plat and final stage PUD consideration. Decision 1: Comprehensive Plan Amendment Motion to adopt Resolution No. 2020-20 reguiding the proposed Lot 1, Block 1, Monticello Commerce Center 8t' Addition, based on the findings in said resolution, and incorporating the requirements of Exhibit Z in this staff report. 2. Motion to deny adoption of Resolution No. 2020-20, based on findings to be identified by the City Council. 3. Motion to table action on the Resolution, pending submission of additional information from staff or applicant. Decision 2. Development Stage PUD, Planned Unit Development 1. Motion to adopt Resolution No. 2020-21, based on the findings in said resolution, and incorporating the requirements of Exhibit Z in this staff report. 2. Motion to deny the Development Stage PUD request, based on findings to be identified by the City Council. 3. Motion to table action on the request, pending submission of additional information from staff or applicant. Decision 4. Preliminary Plat 1. Motion to adopt Resolution No. 2020-22, based on the findings in said resolution, and incorporating the requirements of Exhibit Z in this staff report. 2. Motion to deny adoption of Resolution No. 2020-22, based on findings to be identified by the City Council. Motion to table action on the Resolution, pending submission of additional information from staff or applicant. C. STAFF RECOMMENDATION Staff had an opportunity to meet with the applicants and their design team prior to the preparation of the Planning Commission report. As a result of discussions related to concerns raised in this report, the applicant worked through plan revisions to address the noted comments, which were presented at Planning Commission. The plan revisions addressed parking and access design, landscaped green space and 10 La City Council Agenda: 01/27/2020 transition/entry to the residential portion of the project site, and conflicts between the grading plan and architectural drawings. As a result of those changes, staff is supportive of the Comprehensive Plan Amendment, Development Stage PUD and Preliminary Plat, subject to the conditions outlined in Exhibit Z. SUPPORTING DATA A. Resolution 2020-20, Comprehensive Plan Amendment B. Resolution 2020-21, Development Stage PUD C. Resolution 2020-22, Preliminary Plat D. Resolution PC -2020-003, Comprehensive Plan Amendment E. Resolution PC -2020-004, Rezoning to PUD F. Resolution PC -2020-005, Development Stage PUD G. Resolution PC -2020-006, Preliminary Plat H. Ordinance No. 736 for PUD, Draft I. Aerial Site Image J. Applicant Narratives K. Preliminary Plat L. Proposed Land Use Map M. Proposed Zoning Map N. Revised Civil Plans dated 1/22/20, including: a. Title Sheet b. Survey c. Removals d. Site Plan e. Grading Plan f. Utility Plan g. Details h. Landscape Plan i. SWPPP O. Building Exterior Elevations P. Building Floor Plans Q. Trip Generation & Parking Memo R. City Engineer's Letter, dated December 20th, 2019 S. Fire Department Comments T. Proposed Final Plat Z. Conditions of Approval EXHIBIT Z 11 City Council Agenda: 01/27/2020 Conditions of Approval Kjellberg/Firm Ground Comprehensive Plan Amendment, Development Stage PUD, Preliminary Plat Outlot A, Monticello Business Center 6th Addition 1. Site plan is revised to re-emphasize transition between commercial and residential areas, and create a sense of entry into the residential portion of the project. Addressed in revised plans dated 1-17-20 2. The applicants submit a Preliminary and Final Plat consistent with the requirements of the Subdivision Ordinance, including verification that all easements and association maintenance aspects of the mixed-use Outlot A area are addressed. 3. The site plan is revised to provide and emphasize pedestrian connections to surrounding park and pathways locations as noted in this report. Addressed in revised plans dated 1-17-20 4. Confirm attached or enclosed trash -handling, rather than a free-standing enclosure. Addressed in revised plans dated 1-17-20 5. The landscaping plan is revised consistent with any changes to the site plan to maintain plant quantities and buffering. Addressed in revised plans dated 1-17-20 6. The circulation routes through the project are reviewed to ensure safe travel for residents and commercial tenants in all areas of the project site. 7. The grading and drainage plans and building elevations are revised consistently to preserve usable patio and green space in the south courtyard, rather than being sloped or utilized for stormwater retention. 8. The site plan is revised to comply with the comments of the fire department staff for circulation and public safety aspects. 9. The applicant prepare and submit signage plans that incorporate existing signage and avoid additional freestanding sign displays. 10. The applicant prepare and submit lighting plans, including attention to existing commercial site lighting that acknowledges the change in use and residential needs of the property. 11. Each of the underground spaces are included in the rent set for specific units so the parking generated by the project is not reliant on the adjacent parking for commercial lots. 12 City Council Agenda: 01/27/2020 12. The applicant provides amended plans consistent with the requirements of the City Engineer's letter, dated December 20th, 2019. 13. The applicant enters into a PUD and Plat development agreement with the final plat, including park dedication requirements. 14. The applicant complies with additional conditions as recommended by other City staff and Planning Commission. 13 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2020-20 A RESOLUTION OF THE MONTICELLO CITY COUNCIL APPROVING A COMPREHENSIVE PLAN AMENDMENT REGUIDING THE SUBJECT PROPERTY FROM "PLACES TO SHOP" TO "PLACES TO LIVE" WHEREAS, the applicant seeks to develop an outlot parcel to create a multifamily residential development; and WHEREAS, the subject property is currently guided "Places to Shop" in the Monticello Comprehensive Plan; and WHEREAS, the proposed designation of "Places to Live" will facilitate an attractive and viable residential project; and WHEREAS, the applicant has submitted requests to revise the land use designation for a portion of the property from commercial to residential, and zone the land consistent with the proposed plat as Planned Unit Development (PUD); and WHEREAS, the PUD rezoning incorporates a request for PUD Development Stage review and approval; and WHEREAS, subject to approvals for the land use and plat actions, and the conditions of approval for those actions, the proposed Development Stage PUD is consistent with the long-term use and development of the property for residential uses; and WHEREAS, the proposed amendment is consistent with the requirements of the proposed zoning where the City considers conversion of commercial to residential land, subject to conditions recommended by the Planning Commission and required by the City Council; and WHEREAS, the Planning Commission held a public hearing on January 7th, 2020 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the City Council has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the City Council of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The amendment provides an effective means of furthering the intent of the Comprehensive Plan for the site by providing for the development of multifamily in appropriate locations. 2. The proposed improvements on the site under the development plans are consistent with the needs of the land uses in this location. 3. The improvements will facilitate the logical application of existing municipal public services, including sewer, water, stormwater treatment which have been planned to serve the property for the development as proposed. 4. The development plan proposed with the amendment is consistent with the intent of the City's economic development objectives, as well as with the intent of the City's zoning regulations. 5. The amendment provides an opportunity to provide an appropriate land use in a transitional area between existing multi -family and commercial uses. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota, that the Monticello City Council approves the Comprehensive Plan Amendment for Monticello Business Center 8th Addition, subject to the conditions in Exhibit Z as follows. 1. Site plan is revised to re-emphasize transition between commercial and residential areas, and create a sense of entry into the residential portion of the project. 2. The applicants submit a Preliminary and Final Plat consistent with the requirements of the Subdivision Ordinance, including verification that all easements and association maintenance aspects of the mixed-use Outlot A area are addressed. 3. The site plan is revised to provide and emphasize pedestrian connections to surrounding park and pathways locations as noted in this report. 4. Confirm attached or enclosed trash -handling, rather than a free-standing enclosure. 5. The landscaping plan is revised consistent with any changes to the site plan to maintain plant quantities and buffering. 6. The circulation routes through the project are reviewed to ensure safe travel for residents and commercial tenants in all areas of the project site. 7. The grading and drainage plans and building elevations are revised consistently to preserve usable patio and green space in the south courtyard, rather than being sloped or utilized for stormwater retention. 8. The site plan is revised to comply with the comments of the fire department staff for circulation and public safety aspects. 9. The applicant prepare and submit signage plans that incorporate existing signage and avoid additional freestanding sign displays. N 10. The applicant prepare and submit lighting plans, including attention to existing commercial site lighting that acknowledges the change in use and residential needs of the property. 11. Each of the underground spaces are included in the rent set for specific units so the parking generated by the project is not reliant on the adjacent parking for commercial lots. 12. The applicant provides amended plans consistent with the requirements of the City Engineer's letter, dated December 20th, 2019. 13. The applicant enters into a PUD and Plat development agreement with the final plat, including park dedication requirements. 14. The applicant complies with additional conditions as recommended by other City staff and Planning Commission. ADOPTED this 27th day of January, 2020, by the City Council of the City of Monticello, Minnesota. ATTEST: Jeff O'Neill, City Administrator MONTICELLO CITY COUNCIL 3 Brian Stumpf, Mayor CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2020-21 A RESOLUTION OF THE MONTICELLO CITY COUNCIL APPROVING A DEVELOPENT STAGE PLANNED UNIT DEVELOPMENT (PUD) FOR MONTICELLO BUSINESS CENTER 8th ADDITION WHEREAS, the applicant seeks to subdivide and develop an outlot parcel to create a multifamily residential development; and WHEREAS, the applicant has submitted requests to revise the land use designation for a portion of the property from commercial to residential, and zone the land consistent with the proposed plat as Planned Unit Development; and WHEREAS, the PUD rezoning incorporates a request for PUD Development Stage review and approval; and WHEREAS, subject to approvals for the land use and plat actions, the proposed Development Stage PUD is consistent with the long-term use and development of the property for residential uses; and WHEREAS, the proposed Development Stage PUD is consistent with the requirements of the proposed zoning, subject to conditions recommended by the Planning Commission and required by the City Council; and WHEREAS, the Planning Commission held a public hearing on January 7th, 2020 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the City Council has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the City Council of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The PUD provides an effective means of furthering the intent of the Comprehensive Plan for the site by provided for the development of multifamily and commercial uses in appropriate locations. 2. The proposed improvements on the site under the PUD are consistent with the needs of the development in this location. 3. The improvements will facilitate the logical application of existing municipal public services, including sewer, water, stormwater treatment which have been planned to serve the property for the development as proposed. 4. The PUD is consistent with the intent of the City's economic development objectives, as well as with the intent of the City's zoning regulations. 5. The PUD zoning provides an opportunity to provide an appropriate land use in a transitional area between existing multi -family and commercial uses. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota, that the Monticello City Council approves the Development Stage PUD for Monticello Business Center 8th Addition, subject to the conditions listed in Exhibit Z of the staff report as follows: 1. Site plan is revised to re-emphasize transition between commercial and residential areas, and create a sense of entry into the residential portion of the project. 2. The applicants submit a Preliminary and Final Plat consistent with the requirements of the Subdivision Ordinance, including verification that all easements and association maintenance aspects of the mixed-use Outlot A area are addressed. 3. The site plan is revised to provide and emphasize pedestrian connections to surrounding park and pathways locations as noted in this report. 4. Confirm attached or enclosed trash -handling, rather than a free-standing enclosure. 5. The landscaping plan is revised consistent with any changes to the site plan to maintain plant quantities and buffering. 6. The circulation routes through the project are reviewed to ensure safe travel for residents and commercial tenants in all areas of the project site. 7. The grading and drainage plans and building elevations are revised consistently to preserve usable patio and green space in the south courtyard, rather than being sloped or utilized for stormwater retention. 8. The site plan is revised to comply with the comments of the fire department staff for circulation and public safety aspects. 9. The applicant prepare and submit signage plans that incorporate existing signage and avoid additional freestanding sign displays. 10. The applicant prepare and submit lighting plans, including attention to existing commercial site lighting that acknowledges the change in use and residential needs of the property. N 11. Each of the underground spaces are included in the rent set for specific units so the parking generated by the project is not reliant on the adjacent parking for commercial lots. 12. The applicant provides amended plans consistent with the requirements of the City Engineer's letter, dated December 20th, 2019. 13. The applicant enters into a PUD and Plat development agreement with the final plat, including park dedication requirements. 14. The applicant complies with additional conditions as recommended by other City staff and Planning Commission. ADOPTED this 27th day of January, 2020, by the City Council of the City of Monticello, Minnesota. ATTEST: Jeff O'Neill, City Administrator MONTICELLO CITY COUNCIL 3 Brian Stumpf, Mayor CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2020-22 A RESOLUTION OF THE MONTICELLO CITY COUNCIL APPROVING A PRELIMINARY PLAT FOR MONTICELLO COMMERCE CENTER 81h ADDITION WHEREAS, the applicant seeks to subdivide an outlot parcel to create a multifamily residential parcel and an outlot to be reserved for future commercial uses; and WHEREAS, the applicant has submitted requests to revise the land use designation for the property, and zone the land consistent with the proposed plat as Planned Unit Development (PUD); and WHEREAS, subject to approvals for the land use and zoning actions, the proposed Plat is consistent with the long-term use and development of the property for residential and commercial uses; and WHEREAS, the proposed Plat is consistent with the requirements of the proposed zoning districts, subject to conditions recommended by the Planning Commission and required by the City Council; and WHEREAS, the Planning Commission held a public hearing on January 7th, 2020 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the City Council has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the City Council of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The Plat provides an effective means of furthering the intent of the Comprehensive Plan for the site by provided for the development of multifamily and commercial uses in appropriate locations. 2. The proposed improvements on the site under the Preliminary Plat are consistent with the needs of the development in this location as parcels in the area. 3. The improvements will facilitate the logical application of existing municipal public services, including sewer, water, stormwater treatment which have been planned to serve the property for the development as proposed. 4. The Plat is consistent with the intent of the City's economic development objectives, as well as with the intent of the City's zoning regulations. The amendment provides an opportunity to provide an appropriate land use in a transitional area between existing multi -family and commercial uses. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota, that the Monticello City Council approves the preliminary plat for Monticello Business Center 8th Addition subject to approval of rezoning in a companion application and subject to the conditions listed in Exhibit Z of the staff report as follows 1. Site plan is revised to re-emphasize transition between commercial and residential areas, and create a sense of entry into the residential portion of the project. 2. The applicants submit a Preliminary and Final Plat consistent with the requirements of the Subdivision Ordinance, including verification that all easements and association maintenance aspects of the mixed-use Outlot A area are addressed. 3. The site plan is revised to provide and emphasize pedestrian connections to surrounding park and pathways locations as noted in this report. 4. Confirm attached or enclosed trash -handling, rather than a free-standing enclosure. 5. The landscaping plan is revised consistent with any changes to the site plan to maintain plant quantities and buffering. 6. The circulation routes through the project are reviewed to ensure safe travel for residents and commercial tenants in all areas of the project site. 7. The grading and drainage plans and building elevations are revised consistently to preserve usable patio and green space in the south courtyard, rather than being sloped or utilized for stormwater retention. 8. The site plan is revised to comply with the comments of the fire department staff for circulation and public safety aspects. 9. The applicant prepare and submit signage plans that incorporate existing signage and avoid additional freestanding sign displays. 10. The applicant prepare and submit lighting plans, including attention to existing commercial site lighting that acknowledges the change in use and residential needs of the property. 11. Each of the underground spaces are included in the rent set for specific units so the parking generated by the project is not reliant on the adjacent parking for commercial lots. 12. The applicant provides amended plans consistent with the requirements of the City Engineer's letter, dated December 20th, 2019. N 13. The applicant enters into a PUD and Plat development agreement with the final plat, including park dedication requirements. 14. The applicant complies with additional conditions as recommended by other City staff and Planning Commission. ADOPTED this 27th day of January, 2020, by the City Council of the City of Monticello, Minnesota. ATTEST: Jeff O'Neill, City Administrator MONTICELLO CITY COUNCIL 3 Brian Stumpf, Mayor CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2020-003 RECOMMENDING APPROVAL OF AN AMENDMENT TO THE MONTICELLO COMPREHENSIVE LAND USE PLAN REGUIDING A PARCEL FROM PLACES TO SHOP TO PLACES TO LIVE WHEREAS, the applicant seeks to develop an outlot to create a multifamily residential development and an outlot to be reserved for parking and access; and WHEREAS, the applicant has submitted a request to revise the land use designation for a portion of the property from commercial ("Places to Shop") to residential ("Places to Live"), and zone the land consistent with the proposed plat; and WHEREAS, the land use change accompanies requests to plat, rezone, and develop the parcel; and WHEREAS, subject to approvals for the zoning and plat actions, the proposed land use designation is consistent with the long-term use and development of the property for residential uses; and WHEREAS, the proposed amendment is consistent with the requirements of the City's consideration of reguiding commercial land for multi -family purposes, subject to findings and conditions recommended by the Planning Commission and required by the City Council; and WHEREAS, the Planning Commission held a public hearing on January 7th, 2020 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The amendment provides an effective means of furthering the intent of the Comprehensive Plan for the site by providing for the development of multifamily and commercial uses in appropriate locations. 2. The proposed improvements on the site under the development plans are consistent with the needs of the land uses in this location. 3. The improvements will facilitate the logical application of existing municipal public services, including sewer, water, stormwater treatment which have been planned to serve the property for the development as proposed. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2020-003 4. The development plan proposed with the amendment is consistent with the intent of the City's economic development objectives, as well as with the intent of the City's zoning regulations. 5. The amendment provides an opportunity to support mixed uses that will facilitate a variety of land uses in the immediate area. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the reguiding of the subject property from "Places to Shop" to "Places to Live" for the Monticello Business Center 7th Addition, Lot 1, Block 1. ADOPTED this 7"' day of January, 2020, by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION By: Sam Murdoff, Chair ATTEST: Angela Sch a ommunity Development Director 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2020-004 RECOMMENDING APPROVAL OF AN AMENDMENT TO THE MONTICELLO ZONING ORDINANCE ESTABLISHING THE "MONTICELL BUSINESS CENTER 8TH PUD DISTRICT", AND REZONING A PARCEL FROM B-4, REGIONAL BUSINESS TO "MONTICELLO BUSINESS CENTER 8TH PUD DISRICT" WHEREAS, the applicant seeks to replat and develop an outlot to create a multifamily residential development and an outlot to be reserved for parking and access; and WHEREAS, the applicant has submitted a request to revise the land use designation for a portion of the property from commercial to residential, and zone the land consistent with the proposed plat; and WHEREAS, the PUD rezoning accompanies requests to plat and develop the parcel; and WHEREAS, subject to approvals for the land use and plat actions, the proposed PUD zoning is consistent with the long-term use and development of the property for residential uses; and WHEREAS, the proposed amendment is consistent with the requirements of the PUD zoning regulations, subject to conditions recommended by the Planning Commission and required by the City Council; and WHEREAS, the Planning Commission held a public hearing on January 7th, 2020 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The amendment provides an effective means of furthering the intent of the Comprehensive Plan for the site by providing for the development of multifamily and commercial uses in appropriate locations. 2. The proposed improvements on the site under the development plans are consistent with the needs of the land uses in this location. 3. The improvements will facilitate the logical application of existing municipal public services, including sewer, water, stormwater treatment which have been planned to serve the property for the development as proposed. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2020-004 4. The development plan proposed with the amendment is consistent with the intent of the City's economic development objectives, as well as with the intent of the City's zoning regulations. 5. The amendment provides an opportunity to support mixed uses that will facilitate a variety of land uses in the immediate area. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the PUD zoning ordinance and rezones the subject property to the Monticello Business Center 8th PUD District. ADOPTED this 7'h day of January, 2020, by the Planning Commission of the City of Monticello, Minnesota. ATTES- Angie a MONTICELLO PLANNING COMMISSION By: Sam urdoff, Chair lopment Director 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2020-005 RECOMMENDING APPROVAL OF A DEVELOPMENT STAGE PLANNED UNIT DEVELOPMENT (PUD) IN THE MONTICELLO BUSINESS CENTER 8TH PUD DISTRICT WHEREAS, the applicant seeks to subdivide and develop a previously platted outlot to create a multifamily residential development and an outlot to be reserved for future commercial uses; and WHEREAS, the applicant has submitted requests to revise the land use designation for a portion of the property from commercial to residential, and zone the land consistent with the proposed plat to a PUD zoning district; and WHEREAS, the PUD rezoning incorporates a request for PUD Development Stage review and approval; and WHEREAS, subject to approvals for the land use and plat actions, the proposed Development Stage PUD is consistent with the long-term use and development of the property for residential uses; and WHEREAS, the proposed Development Stage PUD is consistent with the requirements of the proposed zoning, subject to conditions recommended by the Planning Commission and required by the City Council; and WHEREAS, the Planning Commission held a public hearing on January 7th, 2020 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The PUD provides an effective means of furthering the intent of the Comprehensive Plan for the site by provided for the development of multifamily and commercial uses in appropriate locations. 2. The proposed improvements on the site under the PUD are consistent with the needs of the development in this location. 3. The improvements will facilitate the logical application of existing municipal public services, including sewer, water, stormwater treatment which have been planned to serve the property for the development as proposed. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2020-005 4. The PUD is consistent with the intent of the City's economic development objectives, as well as with the intent of the City's zoning regulations. 5. The PUD provides an opportunity to support district -wide improvements and common stormwater ponding that will facilitate a variety of land uses and public spaces in the immediate area. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the Development Stage PUD for Monticello Business Center 8th PUD District, subject to the conditions listed in Exhibit Z of the staff report as follows: 1. Site plan is revised to re-emphasize transition between commercial and residential areas, and create a sense of entry into the residential portion of the project. 2. The applicants submit a Preliminary and Final Plat consistent with the requirements of the Subdivision Ordinance, including verification that all easements and association maintenance aspects of the mixed-use Outlot A area are addressed. 3. The site plan is revised to provide and emphasize pedestrian connections to surrounding park and pathways locations as noted in this report. 4. Confirm attached or enclosed trash -handling, rather than a free-standing enclosure. 5. The landscaping plan is revised consistent with any changes to the site plan to maintain plant quantities and buffering. 6. The circulation routes through the project are reviewed to ensure safe travel for residents and commercial tenants in all areas of the project site. 7. The grading and drainage plans and building elevations are revised consistently to preserve usable patio and green space in the south courtyard, rather than being sloped or utilized for stormwater retention. 8. The site plan is revised to comply with the comments of the fire department staff for circulation and public safety aspects. 9. The applicant prepare and submit signage plans that incorporate existing signage and avoid additional freestanding sign displays. 10. The applicant prepare and submit lighting plans, including attention to existing commercial site lighting that acknowledges the change in use and residential needs of the property. 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2020-005 11. The applicant provides amended plans consistent with the requirements of the City Engineer's letter, dated December 20th, 2019. 12. The applicant enters into a PUD and Plat development agreement with the final plat. 13. The applicant complies with additional conditions as recommended by other City staff and Planning Commission. ADOPTED this 7th day of January, 2020, by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION Y Sam Murdoff, Chair ATTEST: e _ i a Angela Sc Community Development Director 3 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2020-006 RECOMMENDING APPROVAL OF A PRELIMINARY PLAT FOR MONTICELLO BUSINESS CENTER 8TH ADDITION WHEREAS, the applicant seeks to subdivide a previously platted outlot to create a multifamily residential parcel and an outlot to be reserved for future commercial uses; and WHEREAS, the applicant has submitted requests to revise the land use designation for the property, and zone the land consistent with the proposed plat; and WHEREAS, subject to approvals for the land use and zoning actions, the proposed Plat is consistent with the long-term use and development of the property for residential and commercial uses; and WHEREAS, the proposed Plat is consistent with the requirements of the proposed zoning districts, subject to conditions recommended by the Planning Commission and required by the City Council; and WHEREAS, the Planning Commission held a public hearing on January 7th, 2020 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The Plat provides an effective means of furthering the intent of the Comprehensive Plan for the site by provided for the development of multifamily and commercial uses in appropriate locations. 2. The proposed improvements on the site under the Preliminary Plat are consistent with the needs of the development in this location as parcels in the area. 3. The improvements will facilitate the logical application of existing municipal public services, including sewer, water, stormwater treatment which have been planned to serve the property for the development as proposed. 4. The Plat is consistent with the intent of the City's economic development objectives, as well as with the intent of the City's zoning regulations. 5. The Plat provides an opportunity to support development that will facilitate a variety of land uses and public spaces in the immediate area. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2020-006 NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the Preliminary Plat for Monticello Business Center 8th Addition, subject to the conditions listed in Exhibit Z of the staff report as follows: 1. Site plan is revised to re-emphasize transition between commercial and residential areas, and create a sense of entry into the residential portion of the project. 2. The applicants submit a Preliminary and Final Plat consistent with the requirements of the Subdivision Ordinance, including verification that all easements and association maintenance aspects of the mixed-use Outlot A area are addressed. 3. The site plan is revised to provide and emphasize pedestrian connections to surrounding park and pathways locations as noted in this report. 4. Confirm attached or enclosed trash -handling, rather than a free-standing enclosure. 5. The landscaping plan is revised consistent with any changes to the site plan to maintain plant quantities and buffering. 6. The circulation routes through the project are reviewed to ensure safe travel for residents and commercial tenants in all areas of the project site. 7. The grading and drainage plans and building elevations are revised consistently to preserve usable patio and green space in the south courtyard, rather than being sloped or utilized for stormwater retention. 8. The site plan is revised to comply with the comments of the fire department staff for circulation and public safety aspects. 9. The applicant prepare and submit signage plans that incorporate existing signage and avoid additional freestanding sign displays. 10. The applicant prepare and submit lighting plans, including attention to existing commercial site lighting that acknowledges the change in use and residential needs of the property. 11. The applicant provides amended plans consistent with the requirements of the City Engineer's letter, dated December 20t", 2019. 12. The applicant enters into a PUD and Plat development agreement with the final plat. 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2020-006 13. The applicant complies with additional conditions as recommended by other City staff and Planning Commission. ADOPTED this 7t' day of January, 2020, by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION By: Sam Murdof4Chai, ATTEST: Angela Schu a mmunity Development Director ORDINANCE NO. 736 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING TITLE 10 OF THE MONTICELLO CITY CODE, KNOWN AS THE ZONING ORDINANCE, BY ESTABLISHING THE MONTICELLO BUSINESS CENTER 8TH PUD AS A ZONING DISTRICT IN THE CITY OF MONTICELLO, AND REZONING THE FOLLOWING PROPERTY FROM B-4, REGIONAL BUSINESS DISTRICT TO MONTICELLO BUSINESS CENTER 8TH PUD, PLANNED UNIT DEVELOPMENT: LOT 1 BLOCK 1; MONTICELLO BUSINESS CENTER 8TH ADDITION THE CITY COUNCIL OF THE CITY OF MONTICELLO HEREBY ORDAINS: Section 1. Section 2.4(P) — Planned Unit Developments, Title 10 — Zoning Ordinance is hereby amended by adding the following: (23) Monticello Business Center 81h PUD District (a) Purpose. The purpose of the Monticello Business Center 8th PUD District is to provide for the development of certain real estate subject to the District for multiple family residential land uses. (b) Permitted Uses. Permitted principal uses in the Monticello Business Center 7th PUD District shall be multiple family residential uses as found in the R-4, Medium -High Density Residential District of the Monticello Zoning Ordinance, subject to the approved Final Stage Development Plans dated , and development agreement dated 2020, as may be amended. The introduction of any other use from any district shall be reviewed under the requirements of the Monticello Zoning Ordinance, Chapter 2, Section (0) — Planned Unit Developments for Development Stage PUD and Final Stage PUD. (c) Accessory Uses. Accessory uses shall be those commonly accessory and incidental to residential uses, and as specifically identified by the approved final stage PUD plans. (d) District Performance Standards. Performance standards for the development of any lot in the Monticello Business Center 8th PUD District shall adhere to the approved final stage PUD plans and development agreement. In such case where any proposed improvement is not addressed by the final stage PUD, then the regulations of the R-4, Medium -High Density Residential District shall apply. ORDINANCE NO. 736 (e) Amendments. Where changes to the PUD are proposed in the manner of use, density, site plan, development layout, building size, mass, or coverage, or any other change, the proposer shall apply for an amendment to the PUD under the terms of the Monticello Zoning Ordinance, Section 2.4 (P)(10). The City may require that substantial changes in overall use of the PUD property be processed as a new project, including a zoning district amendment. Section 2. The zoning map of the City of Monticello is hereby amended to rezone the following described parcels from B-4, Regional Business District to Monticello Business Center 8th PUD District, Planned Unit Development: Lot 1, Block 1, Monticello Business Center 8th Addition Section 3. The City Clerk is hereby directed to mark the official zoning map to reflect this ordinance. The map shall not be republished at this time. Section 4. The City Clerk is hereby directed to make the changes required by this Ordinance as part of the Official Monticello City Code, Title 10, Zoning Ordinance, and to renumber the tables and chapters accordingly as necessary to provide the intended effect of this Ordinance. The City Clerk is further directed to make necessary corrections to any internal citations that result from said renumbering process, provided that such changes retain the purpose and intent of the Zoning Ordinance as has been adopted. Section 5. This Ordinance shall take effect and be in full force from and after its passage and publication. The ordinance in its entirety and map shall be posted on the City website after publication. Copies of the complete Ordinance and map are available online and at Monticello City Hall for examination upon request. ADOPTED BY the Monticello City Council this day of 92020 ATTEST: Jeff O'Neill, Administrator AYES: Brian Stumpf, Mayor 2 ORDINANCE NO. 736 NAYS: Subject Site CITV OF _�� Monticello 1 in = 376 ft N A January 2, 2020 Map Powered By DataLink WS%, LA rFIRM GROUND FIRM & engineers "Your well-built project begins and endures on Firm Ground" November 4, 2019 City of Monticello Community Development Attn: Angela Schumann 505 Walnut Street, Suite 1 Monticello, MN 55362 Dear Angela, For your review are Firm Ground's application items for the PUD Development Stage of the property described in the attached Land Use Application form. These written responses are per the PUD Concept Proposal checklist/submittal and have been updated to reflect the current project information. The checklist item description is copied in bold with Firm Ground's response written below. • A listing of contact information including name(s), address(es) and phone number(s) of: the owner of record, authorized agents or representatives, engineer, surveyor, and any other relevant associates Owner of record: Kirk Kj ellberg 1000 Kjellberg's Park Monticello, MN 55362 Phone: 763-295-2931 Email: Kiellbermark(&,amail.com Owner's Business Partner Angie Wehmhoff 1000 Kjellberg's Park Monticello, MN 55362 Phone: 763-272-3387 Email: an2iewehmhoff(&0otmail.com Owner's Development Consultant: Christopher Haas 2680 Sneling Ave N, Suite 100 Roseville, MN 55113 Phone: 612-810-4227 Email: c.haas60wcommercial.com Firm Ground Architects & Engineers Inc. 612.819.1835 275 Market Street, Suite 368 info@firmgroundae.com 91 Minneapolis, Minnesota 55405 www.firmgroundae.com I Follow us on aZ 0 ,,"FIRM GROUND . architects & engineers Owner's representative (Architect) Tom Wasmoen 275 Market Street, Suite 368 Minneapolis, MN 55405 Phone: 612-819-1835 Email: twasmoen(afirm2roundae.com Civil Engineer & Surveyor Civil Site Group Patrick Sarver 4934 W. 35th Street, Suite 200 St. Louis Park, MN 55416 Phone: 612-615-0060 Email: i)sarver(c civiIsitegroup.com A listing of the following site data: Address, current zoning, parcel size in acres and square feet and current legal description(s); o Address: site does not have a street address; it is located on School Boulevard immediately east of the Walmart located at 9320 Cedar Street. The Parcel ID is 155221000010 o Current zoning: B-4 o Parcel size: 152,151.33 square feet, 3.49 acres o Current partial legal description: Sect -14 Twp -121 Range -025 MONTICELLO BUSINESS CENTER 6TH OUTLOT A • A narrative explaining the applicant's proposed objectives for the PUD amendment, and public values that the applicant believes may be achieved by the project The applicant seeks to build a 92 -unit apartment building that offers a modern, comfortable and convenient lifestyle for renters in Monticello. With the consistently full occupancy of the nearby Monticello Crossings, we believe that another multi family development of this scale would be a benefit to the community as another distinctive living option. We are proposing a mix of studios, 1 bedroom, and 2 -bedroom units. Most units will either be 1 bedroom or 2 bedrooms. Main access to the building will occur at the main entrance under a covered drop off that faces north. This is accessed from a driveway from School Boulevard to the north that also serves the existing businesses in the parcels on the interior borders of the property in question. A green Firm Ground Architects & Engineers Inc. 612.819.1835 275 Market Street, Suite 368 info@firmgroundae.com 91 IM Minneapolis, Minnesota 55405 www.firmgroundae.com I Follow us on aZ rGROUNDFIRM architects & engineers space will project north from this covered drop off that will give the building an enhanced sense of arrival The site access between these two parcels (one of which is also owned by Mr. Kjellberg) and the proposed development will be designed to maximize ease of access and efficiency. Ramp access to the below grade parking level is located on the eastern half of the building while surface parking will be provided in front of the building. Pedestrian pathways will be provided across the site to connect all the entrances as well as outdoor amenity space. This site design will facilitate a distinguished and attractive living destination while also accommodating and strengthening the adjacent businesses. The design intent of the new building is to apply the latest technology, materials and trends in lifestyle housing in an appealing combination that will capture a certain timelessness and be fresh and attractive for years to come. Materials will be selected for their durability, constructability and textural appeal. A combination of brick, glass, and fiber cement siding will create an interesting fagade and low maintenance exterior finishes. The proposed material palette is both contemporary and dignified. Dark grey brick and rhythmic white paneling are accented by areas of the warmer sandstone -textured fiber cement and sleek vertical ribbed fiber cement. It is important to create a dynamic and balanced fagade with the way in which the materials accent each other. The proposed site plan aims to create a sense of arrival and entry while minimizing the impact on the existing businesses and parking lots. The roundabout feature at the north end of the site will create an efficient and safe means of navigating to the businesses and apartment building. The center of the roundabout carries the potential of establishing an attractive and dignified arrival to the development. This sense of entry is reinforced with the canopy over the main pedestrian entrance to the proposed building. Overall, this site plan minimizes wasteful and costly demolition of the existing pavement on site, creates a compact surface parking lot dedicated to residents and facilitates ample space for a surface pond feature at the southern low point of the site for stormwater. We believe this layout reinforces the destination of an attractive, modern building while also proving highly practical and responsible. 92 units in the project allow us to dedicate space to a club room and lounge for social activities to support the creation of a sense of community. These rooms will provide comfy and cozy space, filled with natural light and a hearth to create a focal point and sense of place. Firm Ground Architects & Engineers Inc. 612.819.1835 275 Market Street, Suite 368 info@firmgroundae.com Elm Minneapolis, Minnesota 55405 www.firmgroundae.com I Follow us on az rtFIRM C; ROUND a Ghicec:t5 & er-1giraeers The mailboxes will be incorporated into the area to further create opportunities for spontaneous social interactions and tables, chairs and a coffee server will be located in this area to give people a reason to tarry in the space a bit longer and enjoy the company of their neighbors. Exterior space will include a patio with built in BBQ grills, trellis or other space defining elements that make the patio both attractive and useful. This space is envisioned as another bustling social gathering space for residents and friends to unwind and relax with one another. With an attractive contemporary building and units design, this proposed project has the potential to be a popular addition to Monticello's renter housing market. We believe it will enhance Monticello's businesses by attracting younger renters and families to the community who seek modern housing amenities in a growing and charming community near the Twin Cities. • A listing of general information including the number of proposed residential units, commercial and industrial land uses by category of use, public use areas including a description of proposed use, and any other land use proposed as part of the PUD 0 92 proposed residential uses o The sole proposed use for this site is the 92 unit apartment building with associated resident amenities and parking. We are also proposing re -calibrating parking for the existing businesses on the north part of the land to work concurrently with our site circulation and access as shown in our Civil plans. • Calculation of the proposed density of the project and the potential density under standard zoning regulations, including both gross density and net density, accounting for developable and undevelopable land. Undevelopable land shall include all wetlands, floodplains, sensitive ecological areas identified in the Natural Resource Inventory, slopes greater than 18%, poor soils and areas of concentrated woodlands o While a survey or soil borings has not yet been completed at this stage, we do not anticipate any undevelopable land on the parcel o The survey calculates a parcel area of 3.49 acres, with which our proposed 92 units provides a unit density of 26.36 units/acre, which doe exceed the R-4 maximum density of 25. We are seeking flexibility to allow this additional unit/acre ratio. Firm Ground Architects & Engineers Inc. 612.819.1835 275 Market Street, Suite 368 info@firmgroundae.com 91 Minneapolis, Minnesota 55405 www.firmgroundae.com I Follow us on 4Z LA"FIRM GROUND FIRM C1i1 CeCtS :+ (:�-IICJ. 1t1e@rs • Outline a conceptual development schedule indicating the approximate date when construction of the project, or stages of the same, can be expected to begin and be completed (including the proposed phasing of construction of public improvements and recreational and common space areas) o Ideally, we'd be targeting an early spring (2020) construction start assuming final City approvals happen at the January 27 City Council meeting. Typically for a project of this size, we'd expect a 12 month construction timeframe. • A listing of the areas of flexibility from the standard zoning sought through the use of PUD design. o Following the R-4 zoning standards, we believe we will meet building setback and design standards. We'd be seeking flexibility with regards to the density as discussed above, as well as the parking standards. We have proposed 92 units in order to maximize the economics of a multi -family building at this site. We've adjusted the unit count from our PUD Concept Proposal Submittal from 80 to 92 to attain a more tenable unit count. As such, we would not be able to achieve the parking requirement of 2.25 stalls/unit and are seeking flexibility to provide 1 stall per bedroom instead. o We would be seeking flexibility regarding roof design- it is our understanding that a pitched 5:12 roof is required. To achieve the aesthetic we have envisioned, we would ask for flexibility to have a flat roof with parapets. Firm Ground Architects & Engineers Inc. 612.819.1835 275 Market Street, Suite 368 info@firmgroundae.com Minneapolis, Minnesota 55405 www.firmgroundae.com I Follow its on aZ rA FIRM GROUND architects & engineers "Your well-bulltproject begins with and endures on Firm Ground" Comprehensive Plan Amendment for Parcel ID 155221000010 on School Boulevard November 15, 2019 City of Monticello Community Development Attn: Angela Schumann 505 Walnut Street, Suite 1 Monticello, MN 55362 Dear Angela, For your review are Firm Ground's application items for the Comprehensive Plan amendment of the property described in the attached Land Use Application form. The checklist item description is copied in bold with Firm Ground's response written below. A narrative explaining the requested change and the reason(s) why the Comprehensive Plan should be amended per the request This narrative will outline why a comprehensive plan amendment is requested for the above listed parcel concurrent with our PUD Amendment application. The site is part of PUD that was originally intended to be developed as a multiple building shopping center following the guidance of the Comprehensive Plan. However, this development intent has not come to fruition and the applicant believes the parcel would be better suited with a high-density residential land use classification. The 2008 Comprehensive Plan land use map, updated in 2017, has this parcel designated as land use "places to shop." One of the key tenets discussed in the Comprehensive Plan is the provision of Life Cycle Housing. A multifamily development at this parcel would be a contributor to that achieving that strategy in Monticello. The proposed building would appeal to first time renters and young families alike. This building would appeal to renters seeking a contemporary and hip rental experience within a distinct and growing community near the Twin Cities. It would serve as a first step in the life cycle housing strategy that will attract and retain residents for Monticello as it continues to grow over the coming years. While there are other recent multifamily developments in the City, this project would add to diversification of housing options through its sleek design and amenity -laden residential experience. Furthermore, a housing study completed by Monticello in 2017 concluded that more rental units are needed within the city to stabilize its vacancy rates. While the recently opened Monticello Crossing's Firm Ground Architects & Engineers Inc. 612.819.1835 275 Market Street, Suite 368 info@firmgroundae.com 91 Minneapolis, Minnesota 55405 www.firmgroundae.com I Follow us on hoz rA FIRM GROUND architects & engineers "Your well-bulltproject begins with and endures on Firm Ground" added 202 units to the market, the report also states that "apartment complex has set a precedent with 200 of its units being occupied during a very short timeframe. This indicates a clear pent-up demand that should continue to increase at the housing market recovers from the correction." The study indicates that this pent-up demand may not only result from young families seeking new rental options for life cycle housing, but also that there may be older Monticello residents who wish to downsize with an amenity -rich apartment building. Designating this parcel as a "Place to Live" on the Comprehensive Plan land use map would contribute to the overall goals laid out for Monticello's approach to life cycle housing and will address the pent-up rental demand that Monticello Crossings brought to the forefront. An attractive multifamily building here will maximize the potential of an otherwise slow -to -develop plot of land and contribute towards the City's housing goals and community growth. The legal description of all real property proposed for change Outlot A, Monticello Business Center 6t' Addition, Wright County, Minnesota. Abstract Property The existing and proposed land use and zoning designations for all properties proposed to change (if applicable) Existing land use: Vacant, guided retail Existing zoning: B-4 Proposed land use: Residential Proposed rezoning: R-4 The proposed text and/or maps to be added, amended, or deleted from the Comprehensive Plan along with documentation as to the location of the text changes in the Comprehensive Plan (if applicable) We propose Figure 3-2 Land Use Plan Map on page 3-4 be adjusted so that the property in question is designated as a "Place to Live" instead of a "Place to Shop." Firm Ground Architects & Engineers Inc. 612.819.1835 275 Market Street, Suite 368 info@firmgroundae.com 91 Minneapolis, Minnesota 55405 www.firmgroundae.com I Follow us on hoz rA FIRM GROUND architects & engineers "Your well-bulltproject begins with and endures on Firm Ground" Zoning Change Narrative for Parcel ID 155221000010 on School Boulevard November 15, 2019 City of Monticello Community Development Attn: Angela Schumann 505 Walnut Street, Suite 1 Monticello, MN 55362 Dear Angela, For your review are Firm Ground's application items for the Ordinance Amendment checklist of the property described in the attached Land Use Application form. The checklist item description is copied in bold with Firm Ground's response written below. A narrative explaining the requested modification and the reason(s) why the changes are supported by the Comprehensive Plan This application seeks to change the zoning classification of the above parcel from B-4 Shopping Center to R-4 High Density Residential concurrent with our PUD Amendment application. The site is part of PUD that was originally intended to be developed as a multiple building shopping center. This narrative seeks to illustrate how the property in question would be better suited with a high-density residential classification. The site is surrounded by residential uses to its east and south and a large commercial development stretching from its west boundary. Between the building site and School Boulevard there is also a veterinarian hospital and offices. We believe that this parcel can serve as an effective bridge between the B-4 shopping center use into the predominantly residential uses stretching to the south and east. The proposed four-story residential building would provide an effective housing strategy at this nexus point of land use as a multifamily building is a common adjacency to both lower density residential and busy commercial uses. The adjacent office and clinic use would also be complimentary to a multifamily development since their traffic flows would generally be on an opposite travel schedule for work commuters entering and leaving the area. Furthermore, the proposed building is set far enough away from the Autumn Ridge townhomes so as not to impede upon their sense of privacy. Firm Ground Architects & Engineers Inc. 612.819.1835 275 Market Street, Suite 368 info@firmgroundae.com 91 Minneapolis, Minnesota 55405 www.firmgroundae.com I Follow us on hoz rA FIRM GROUND architects & engineers "Your well-bulltproject begins with and endures on Firm Ground" One of the primary reasons why this parcel would be more effectively used as an R-4 district is that as currently zoned, the land is not reaching its full potential. With the Walmart immediately to the west and the office and clinics between the buildable area and School Boulevard, there simply is no street frontage that is tantamount to any retail development. This is a challenging parcel to create a successful retail environment as there is little incentive for a developer to build a multi -building retail development when it is so sheltered from arterial right of ways. On the contrary, an R-4 zoning designation would allow for a multifamily building that bridges effectively between land uses, is not dependent on street frontage, and would be well served by the nearby existing commercial and professional uses. The proposed site plan will create a sense of entry for both the existing offices and clinic and the new development while also improving current site circulation. An approval of this rezoning request would facilitate an exciting new development opportunity for Monticello that will maximize an otherwise underutilized site that this ripe for this type of multifamily housing. The legal description of all real property proposed for change Outlot A, Monticello Business Center 6t' Addition, Wright County, Minnesota. Abstract Property The existing and proposed land use and zoning designations for all properties proposed to change (if applicable) Existing land use: Vacant, guided retail Existing zoning: B-4 Proposed land use: Residential Proposed rezoning: R-4 The location and text language of the proposed text to be added, amended, or deleted in this ordinance, if applicable. We request that the 2018 City of Monticello Official Zoning Map be changed so that the parcel in question is rezoned R-4. Firm Ground Architects & Engineers Inc. 612.819.1835 275 Market Street, Suite 368 info@firmgroundae.com 91 Minneapolis, Minnesota 55405 www.firmgroundae.com I Follow us on hoz A� N 50 25 0 25 50 100 NONNI SCALE IN FEET SCALE: 1 INCH = 50 FEET Basis of Bearings: The Northwesterly line of Outllot A, MONTICELLO BUSINESS CENTER 6TH ADDITION is assumed to bear North 260 04' 10" East. 0 Denotes a Found Iron Monument (Type as shown on plat) O Denotes a 1/2 inch by 14 inch Rebar Marked "RLS 44565" NOT TO SCALE MONTICELLO BUSINESS CENTER SEVENTH ADDITION I \ \ r r F-96 39 � — s 4 / �°v�v / �j �v �\ 6669 N 9665 \ \ q Tu- l „ 36491 7 9(Recorda Fo v / { 23 TR T ,9vs: 965 68 / \-Cor \ CU -962 83 G19 5 ner fall /0 O M 964 ' 35 \ 96 64— *JQ --Drainage and Utility iF F4 Easement over all of 9F? h /IONS�� Outlot A 502 j E° 6j45 / �� I8"DIP 03ryibo/ �Q / < S IV",/ ro 5 40 �6 T 9s 4 7B SA S im'965 01 4„ 6 465 N •=952\00,, LAI SO 4, 3049 / oaA'�A \ l ��^ 4 7^Vw6py t' N�3 4923„w 1 52 �`' �` J / � \ � � • / / J �', e� // \ (Per 6ye�j �m l ' , �� l NOT 1 / ti�o� � x INctVOED �l < < \ n m D / Q M -065_,o 65 / rn rn. 4 „ SO a Tr,1/H- T V � � ti Cgge Y \ \? r p; • v I C _ I t, \ ' 650 o �O� �\ �� E ^ v cp k rnC 1y�1 \� I / 964 6g \ ko ' N 18 rCO 1 1\ Can�� / 220/63 1\.��C\ s n�ss/ao6 _(0'� N� 4� �\ ��3362 63oZ96) op r cv,9655 / v / 1 m S)3o I 967 40 - _ _ ^�'o 4g, M i / � \ r V ,v o 49.69 S ' ' ash 3 E I / / / /- _) _) X\\ S)3� 9 E �b // \; y rGg654\ 1 Enclosure / I11 c0 / s8 2 ` NI6°I>36 N�3 8S'6p 'R Z� X46 c�\ 31 'F 24 I/ me 1-�0 965-5-3, J gbh gyhg II X \\ o \ T LL/ o V 7„ P- o i' M /n m-gss 76 96292 0 \� B S Z I 612 BA ZI 1 / oQ /Xg6( X9 \ \ I rn - CBR / o� w� Rim_96310 \ \ \ x9 A �0 6 CBR / <�\ \ \ SPL Z M QMH Rim -461 ' \ ) Jt I g Inv a I� / l i I6g� X 6 S Z Ver25 deep (N, S O g6 / S ” � 6278 I 68\ I / 6\a° \ .\ SPR �/ R,�H / I I X g6 I \ g6g99/ /X g I i\ y \ I �gp� / N 6200 I� / I 1 01 X / I \\ J I g6 /5," 6PR ' / of `L�j 61g \ yg52 J / \\ I I /' ❑T\ \ ��/ \ x _) O �eX/ /off / \ — I/ X \ X965 —x / 6z 'msN6�?g66 / 5„ SP \ \ 4 / X \ / � \ / 5 %P� �Co I5 X 6� hg ` x'962— 9 (O / 9 / // I / / I 661\x / / /'1 / �J61—X gy05� A 7 h / �g5� I '41/1 6� `�/ I / SIR /Z 1 �� / I// / IX ghg6� g5g g, ; S010 14 {I I I 1 Qr kg � �/I I I / / / �\4. V / .lo'F \\ Xg61 �\\ 4""ISP 162'b 95960 <' < // / / ^ / \ 3 g62y 95957 I 28 X \ �bX 4"I SPd z I O/y� \ X g6\hy \ 9 gyg6g \ \ 4" SPR'VI Z %X \ \ \ \ rtisQ63 73 py O g5g\ 86126 l Mg [r yU X \ X gb / g5� oy� pyo V\ 0 6� Og5�°'g /011:k8596 ph,U Rim-�57g56 1g \ \ �9 �Ow\V4_9567 Inv 37 X}.7 KNOW ALL PERSONS BY THESE PRESENTS: That Kjellbergs Business Center, a Minnesota corporation, fee owner of the following described property situated in the County of Wright, State of Minnesota, to wit: Outlot A, Monticello Business Center 6th Addition, Wright County, Minnesota. Has caused the same to be surveyed and platted as MONTICELLO BUSINESS CENTER SEVENTH ADDITION and does hereby dedicate to the public, for public use, the public way and the drainage and utility easements created by this plat.. In witness whereof said Kjellbergs Business Center, a Minnesota corporation, has caused these presents to be signed by its proper officer this day of 20 Kjellbergs Business Center (Signature) (Printed Name) (Title) STATE OF COUNTY OF This instrument was acknowledged before me this day of 20 by the of Kjellbergs Business Center, a Minnesota corporation, on behalf of the company. My Commission Expires: Notary Public, Signature Notary Printed Name Notary Public County, SURVEYORS CERTIFICATE I Rory L. S sntelien do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of the surveyor's certification are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of , 20 Rory L. Synstelien, Licensed Land Surveyor Minnesota License No. 44565 STATE OF MINNESOTA, COUNTY OF This instrument was acknowledged before me this day of Notary Public, Signature Notary Printed Name Notary Public County, MONTICELLO PLANNING COMMISSION Be it known that at a meeting held on this day of MONTICELLO BUSINESS CENTER SEVENTH ADDITION. Planning Commission, City of Monticello, Minnesota By , Chairperson , 20 , by Rory L. Synstelien, Land Surveyor, Minnesota Licence No. 44565. My Commission Expires: , 20 the Planning Commission of the City of Monticello, Minnesota did hereby approve this plat of CITY COUNCIL, MONTICELLO, STATE OF MINNESOTA This plat of MONTICELLO BUSINESS CENTER SEVENTH ADDITION was approved by the City Council of the City of Monticello, Minnesota at a regular meeting held this day of , 20 and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. By , Mayor By , 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 AUDITOR/TREASURER Pursuant to Minnesota Statutes, Section 505.021, Subdivision 9, taxes payable in the year Section 272.12, there are no delinquent taxes and transfers entered this day of By Wright County Auditor/Treasurer on the land hereinbefore described have been paid. Also pursuant to Minnesota Statutes, , 20 WRIGHT COUNTY RECORDER I hereby certify that this instrument was filed in the office of the County Recorder for record on this day of at o'clock M. and was duly filed in Cabinet No. , Sleeve Wright County Recorder WRIGHT COUNTY REGISTRAR OF TITLES I hereby certify that this instrument was filed in the office of the Registrar of Titles for record on this day of at o'clock M. and was duly filed in Cabinet No. , Sleeve Wright County Registrar of Titles , 20 as Document Number , 20 as Document Number OR V OVO O A R� (_�� C M OO M p VICINITY MAP SEC. 14 - T121=R25 — — — — I � i .A�. NOT TO SCALE MONTICELLO BUSINESS CENTER SEVENTH ADDITION I \ \ r r F-96 39 � — s 4 / �°v�v / �j �v �\ 6669 N 9665 \ \ q Tu- l „ 36491 7 9(Recorda Fo v / { 23 TR T ,9vs: 965 68 / \-Cor \ CU -962 83 G19 5 ner fall /0 O M 964 ' 35 \ 96 64— *JQ --Drainage and Utility iF F4 Easement over all of 9F? h /IONS�� Outlot A 502 j E° 6j45 / �� I8"DIP 03ryibo/ �Q / < S IV",/ ro 5 40 �6 T 9s 4 7B SA S im'965 01 4„ 6 465 N •=952\00,, LAI SO 4, 3049 / oaA'�A \ l ��^ 4 7^Vw6py t' N�3 4923„w 1 52 �`' �` J / � \ � � • / / J �', e� // \ (Per 6ye�j �m l ' , �� l NOT 1 / ti�o� � x INctVOED �l < < \ n m D / Q M -065_,o 65 / rn rn. 4 „ SO a Tr,1/H- T V � � ti Cgge Y \ \? r p; • v I C _ I t, \ ' 650 o �O� �\ �� E ^ v cp k rnC 1y�1 \� I / 964 6g \ ko ' N 18 rCO 1 1\ Can�� / 220/63 1\.��C\ s n�ss/ao6 _(0'� N� 4� �\ ��3362 63oZ96) op r cv,9655 / v / 1 m S)3o I 967 40 - _ _ ^�'o 4g, M i / � \ r V ,v o 49.69 S ' ' ash 3 E I / / / /- _) _) X\\ S)3� 9 E �b // \; y rGg654\ 1 Enclosure / I11 c0 / s8 2 ` NI6°I>36 N�3 8S'6p 'R Z� X46 c�\ 31 'F 24 I/ me 1-�0 965-5-3, J gbh gyhg II X \\ o \ T LL/ o V 7„ P- o i' M /n m-gss 76 96292 0 \� B S Z I 612 BA ZI 1 / oQ /Xg6( X9 \ \ I rn - CBR / o� w� Rim_96310 \ \ \ x9 A �0 6 CBR / <�\ \ \ SPL Z M QMH Rim -461 ' \ ) Jt I g Inv a I� / l i I6g� X 6 S Z Ver25 deep (N, S O g6 / S ” � 6278 I 68\ I / 6\a° \ .\ SPR �/ R,�H / I I X g6 I \ g6g99/ /X g I i\ y \ I �gp� / N 6200 I� / I 1 01 X / I \\ J I g6 /5," 6PR ' / of `L�j 61g \ yg52 J / \\ I I /' ❑T\ \ ��/ \ x _) O �eX/ /off / \ — I/ X \ X965 —x / 6z 'msN6�?g66 / 5„ SP \ \ 4 / X \ / � \ / 5 %P� �Co I5 X 6� hg ` x'962— 9 (O / 9 / // I / / I 661\x / / /'1 / �J61—X gy05� A 7 h / �g5� I '41/1 6� `�/ I / SIR /Z 1 �� / I// / IX ghg6� g5g g, ; S010 14 {I I I 1 Qr kg � �/I I I / / / �\4. V / .lo'F \\ Xg61 �\\ 4""ISP 162'b 95960 <' < // / / ^ / \ 3 g62y 95957 I 28 X \ �bX 4"I SPd z I O/y� \ X g6\hy \ 9 gyg6g \ \ 4" SPR'VI Z %X \ \ \ \ rtisQ63 73 py O g5g\ 86126 l Mg [r yU X \ X gb / g5� oy� pyo V\ 0 6� Og5�°'g /011:k8596 ph,U Rim-�57g56 1g \ \ �9 �Ow\V4_9567 Inv 37 X}.7 KNOW ALL PERSONS BY THESE PRESENTS: That Kjellbergs Business Center, a Minnesota corporation, fee owner of the following described property situated in the County of Wright, State of Minnesota, to wit: Outlot A, Monticello Business Center 6th Addition, Wright County, Minnesota. Has caused the same to be surveyed and platted as MONTICELLO BUSINESS CENTER SEVENTH ADDITION and does hereby dedicate to the public, for public use, the public way and the drainage and utility easements created by this plat.. In witness whereof said Kjellbergs Business Center, a Minnesota corporation, has caused these presents to be signed by its proper officer this day of 20 Kjellbergs Business Center (Signature) (Printed Name) (Title) STATE OF COUNTY OF This instrument was acknowledged before me this day of 20 by the of Kjellbergs Business Center, a Minnesota corporation, on behalf of the company. My Commission Expires: Notary Public, Signature Notary Printed Name Notary Public County, SURVEYORS CERTIFICATE I Rory L. S sntelien do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of the surveyor's certification are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of , 20 Rory L. Synstelien, Licensed Land Surveyor Minnesota License No. 44565 STATE OF MINNESOTA, COUNTY OF This instrument was acknowledged before me this day of Notary Public, Signature Notary Printed Name Notary Public County, MONTICELLO PLANNING COMMISSION Be it known that at a meeting held on this day of MONTICELLO BUSINESS CENTER SEVENTH ADDITION. Planning Commission, City of Monticello, Minnesota By , Chairperson , 20 , by Rory L. Synstelien, Land Surveyor, Minnesota Licence No. 44565. My Commission Expires: , 20 the Planning Commission of the City of Monticello, Minnesota did hereby approve this plat of CITY COUNCIL, MONTICELLO, STATE OF MINNESOTA This plat of MONTICELLO BUSINESS CENTER SEVENTH ADDITION was approved by the City Council of the City of Monticello, Minnesota at a regular meeting held this day of , 20 and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. By , Mayor By , 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 AUDITOR/TREASURER Pursuant to Minnesota Statutes, Section 505.021, Subdivision 9, taxes payable in the year Section 272.12, there are no delinquent taxes and transfers entered this day of By Wright County Auditor/Treasurer on the land hereinbefore described have been paid. Also pursuant to Minnesota Statutes, , 20 WRIGHT COUNTY RECORDER I hereby certify that this instrument was filed in the office of the County Recorder for record on this day of at o'clock M. and was duly filed in Cabinet No. , Sleeve Wright County Recorder WRIGHT COUNTY REGISTRAR OF TITLES I hereby certify that this instrument was filed in the office of the Registrar of Titles for record on this day of at o'clock M. and was duly filed in Cabinet No. , Sleeve Wright County Registrar of Titles , 20 as Document Number , 20 as Document Number OR V OVO O A R� (_�� C M OO M p 4p ■ a hp db W&MI �ii bL KJELLBERG PARK MOBILE HOME PARK I �T .9 Y f • 4 '1 /J/ h•� 11 1 1� a oll �• r r � 1 4 i 0 MONTIC LLO, MINNESOTA ISSUED FOR: CITY RESUBMITTAL a culvei sh°°�, •`� ALDI ,pplebee's Grill + Barr Sherwin-Williams � Paint Store 1� Chiba Buffet r� I Aspen Dental zs Buffalo Wild Wings t, i r ,fir Ki�xr� get SITE LOCATION MAP N ARCHITECT: FIRM GROUND 275 MARKET STREET, STE. 368 MINNEAPOLIS, MN 55405 PHONE: 612-819-1835 WWW.FIRMGROUNDAE.COM u �fL Dollar Tree ENGINEER / LANDSCAPE ARCHITECT: CIVIL SITE GROUP 4931 W 35TH STREET SUITE 200 ST LOUIS PARK, MN 55416 612-615-0060 SURVEYOR: CIVIL SITE GROUP 4931 W 35TH STREET SUITE 200 ST LOUIS PARK, MN 55416 612-615-0060 GEOTECHNICAL ENGINEER: TBD Walmart Bakery / ft%/ S00011 sled Monticello Pet H� pital aid Walmart Supercenter / / a SITE LOCATION DEVELOPER / PROPERTY OWNER: Owner of record: Kirk Kjellberg 1000 Kjellberg's Park Monticello, MN 55362 Phone: 763-295-2931 Email: Kjellbergspark@gmail.com Owner's Business Partner Angie Wehmhoff 1000 Kjellberg's Park Monticello, MN 55362 Phone: 763-272-3387 Email: angiewehmhoff@hotmail.com Owner's Development Consultant: Christopher Haas 2680 Sneling Ave N, Suite 100 Roseville, MN 55113 Phone: 612-810-4227 Email: c.haas@kwcommercial.com 117 I 717 1 Sci Burd 4� Mike en Belinda t�1 van Beek T Know what's below. Call before you dig. SHEETINDEX SHEET NUMBER SHEET TITLE C0.0 TITLE SHEET V1.0 SITE SURVEY C1.0 REMOVALS PLAN C2.0 SITE PLAN C3.0 GRADING PLAN C4.0 UTILITY PLAN C5.0 CIVIL DETAILS C5.1 CIVIL DETAILS 1-1.0 LANDSCAPE PLAN 1-1.1 LANDSCAPE PLAN NOTES & DETAILS SW1.0 SWPPP - EXISTING CONDITIONS SW1.1 SWPPP - PROPOSED CONDITIONS SW1.2 SWPPP - DETAILS SW1.3 SWPPP - NARRATIVE SW1.4 SWPPP - ATTACHMENTS SW1.5 SWPPP - ATTACHMENTS 1/22/2020 1:15:54 PM 0 0 0 (C R7R S (KFI M (CD M Civil Engineering - Surveying - Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 U W O IY FIRM GROUNE) archiiBcts � L.ngYnc.�,s O J J W U z 0 N M LO LO Z O 6L W W Z J p J � W n o- LLJCID J LU J Y O O O I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. thew R. Pavek DATE 11/04/19 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 11/4/19 CITY SUBMITTAL 12/12/19 CITY RESUBMITTAL 01/22/20 CITY RESUBMITTAL DRAWN BY:JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY DATE DESCRIPTION TITLE SHEET C0.0 ©COPYRIGHT CIVIL SITE GROUP INC. \\'96 5.10 00\ s6s , 12„ RG�s G�S6536S33At• / 46j/C Rj V I , / W `V v Ra��y'� �Argm S 4 �' 0965 • �\ -` \° °` i I -*97 �jQ c� q O>\\I�//�/' �` CIj� 3)y.. � \ •` Oq TCc 562 1ZpS / /A a uZ1,9 Zg-a g4 e/o ,'\ f � /prO '' � / g65p90gs4.g6 9�T! l SMI1 T! �° IZ l'Rlm �i A/ 0. c 6964.5/ i i / / /' 966Sg 96466 OQ TC. 964"9 .67/n�9339(R / 7 /JJJ l / 966 / ya .,1 ,g6 _... / w • i� n l l l r \ 418,x' 7 LJ / I I l/ / Y I { l 1 AJ oW I u i h o b T- T % '7 h 9 h 6 :::. ......::::::::: / TR .:.........:.�.�.�.�.. :: i::�.::}i: '^h '965g Gll<96 323 2.83 ..-Corner fall i / /;G:::::::: �:• .......... n M ......... ......... c ,/..F 9 \ •. 1??l:: :QO<,: 64.35 6 p� �\...::::10l n No. q S Fast 6h6t.�. � Ig3ze f 1 CO <� _ '�Didewa/kEas g6 6 / oo' No. ement 9,F 3 nO �� LY S� a° rn�ao C- 02 = 1O15A55(1Pse)r rn /E 45 ^ a� " Ur n _ 3„ LOQ �� , Parcel ID S 8° DIP � ��h C {, ro ti o 155207001010 ' / ~` SMN --4" LOC Property Address L° r- lA1 rc,9s965 sAN S„ ln5zoo U 9320 CEDAR ST °. -,7LAXJ; c� N MONTICELLO '1—� l \°�° R' °r 966 s° AN; S SO • J 14, ' 0 p) . m ro° 9 3 '2.00(*) / k m w a i (R 4g1 / ' i v a i / nvo �� a 23^ 634.20 g O FF D _ w � (Per (ro e, o R 96 I � N aol'Qg) ° / m % c\ V S 0 10, 9 FE, E J m Q v' .c n u ,�`^`�„ 66.72 x, a �o' � •loo to � kra' 9 ��' ✓ '„�,-a.. "" n �o • O r U .24 + P o / •a A m h , � c A ti 6 o C 1n i \ a , b a ti O r a l • • b ti A � O �,Y /, rn S O • a S s r A ° r g666 . ti 50 6 / O) / h .f 96 9 2 n no rn g �` ( :: � .� � W' ! � : I nv„g5S6. g > \ R a, e I / 8(Raror�) rn (• SJ - 7 O) i -� (RS96s(NJ. r — ........................... .a `e: a J sEj ` 3- / o Al" U 63 j Parcel ID R ( �,� 965 I �� o) �.g�5> 42.3 /� S / 1 551 4700001 0 + im-96495 06 , I \m: b ( v vv .550 -( 6S) �"� 0 I row �� \ i {O 96B ° -- r°' ror'o`O : � �3 o4�•Q0 25 967.40 y� w / iX .47 • 9 Tr h23 ' " rrM as 'F 1 �� m� 96672 H 7'�� nCIaSUI' f r 6659 x 965 6g o ,n ag�964.84 0 •(, 52.4 \ 6 x 0 X4*1 9 0 �7" SPR Z� / IN qbbl INV X96'S x o 'o o a 3" �)AK Z / J / 00 � X L J a c 3 mac' 965 3 96� 6 X 965 65 X �6�l6 �co $" �PI N �Z IX \ CO r / l i� l w i r- 1; 11 V 11 r- A / -/- r- rN I T o 1 6k�� 7„ pIN Z 6' Sppp� Z / 9958>6 >> ...: / / / / /. - -963 _ X 962.92 X 5" ASH ZI , I t!"'(Rj \ >> �� T I / a x 0 066lox I / / O / x46,I -55 � � �� 4„ B S � � (O 9622 V rn �� I I6 BA Zrl I /424x /X9 ( ainage and Utility Easement Over Q aN �,n63° X96 / 6"/SPR All of Outlot A (Per Plat) Ell] CBR ecay�) (S) Spl Z I M Z SMF, ........ \ t 2k0 Rim -963.2 )t Rim' -')63 I X06 // Im�56.03(5� ,. ,-, ( r Invo 80 1 O) / (Records) I (7 i J 7 / X S o' Ver 25" !1 T / I 1 / / i i 9669 6 �\� z S °ems (n s, E) 96S 62.78 / tij1 I / 6,�rt� Jam/ g6,�30 SPR'Z RMl/ r2 X9� I V 9 /X0 I I X ' I m�62.op 1 �9 / TMI �- / X I46 /5„ 6PR Z/ v" siso/\\ I d 5" SPR ZJ H co �6 X 1 \ �� \ 6`'2 j / I v 5 QJ 966 SP X965 ----X l / 9�9 / / / Da \ / ,y X 5 SPR 5 Z ' x-964 — / X / rD \ / X96�5" 5/ $p� e \ \ —J63— i / \ / -l- l / / w r r / -/� / i n l ' Cp�R0 � /.i i /\ ��i/�/i\I /SPR �U pa �X /� i I q,x 966 x4° 06*1� SP� ,� ,/ , F_ rn / IY i S� � /z /5„ S�R �z \ 9590\\ 6 4O� y /\ JI, \ 0 •[ O/': \ \ X962tA 10 N5 �/\1196�,1 4" SP ! 36 959.60 �\ \ / x62 \ g6\ X � 3 717- I ) 959.57 o n5 X J 28 x 74 " rRao � °5 sr b X 4'I SPf�t Z I s a J OyU 61 \ \ X, _\ 9 V� / 9969 X \ \ J4rs0 4\SP / X %X9 959 ST v x 9`•09 T / '106 0%\ O 959 \ \6013 606226 x95 hU X \ , �, x e 961 / //� 4� 0 OIyu Ghu \ V \ \6 95e�° O 5960 \ O SMH \ S R m=95 7/ / X 99520 O X958.7 In 37. / x 05 V V DESCRIPTION OF PROPERTY SURVEYED Parcel 1: Outlot A, Monticello Business Center 6th Addition, Wright County, Minnesota. Abstract Property Parcel 2: Non-exclusive easement for ingress and egress as contained in Reciprocal Driveway Easement and Maintenance Agreement dated September 12, 2011, reorded January 26, 2012, as Document No. A1193270. ALTA/NSPS Land Title Survey Notes (numbered per Table A) 1. Bearings are based on the Wright County Coordinate System (1986 Adjustment). 2. Site Address: 4134 School Blvd, Monticello, MN 55362. 3. This property is contained in Zone X (area determined to be outside the 0.2% annual chance floodplain) per Flood Insurance Rate Map, Community Panel No. 270534 0015 B, effective date of August 4, 1988. 4. The Gross land area is 196,028 +/- square feet or 45.002 +/- acres. 5. Elevations are based on the NGVD 29 Datum. Site Benchmark is the top nut hydrant located on School Blvd, having an elevation of 968.10. As shown hereon. 6. The current Zoning for the subject property was not provided. Please note that the general restrictions for the subject property may have been amended through a city process. We could be unaware of such amendments if they are not in a recorded document provided to us. We recommend that a zoning letter be obtained from the Zoning Administrator for the current restrictions for this site. 9. The number of parking stalls on this site are as follows: 68 Regular + 4 Handicap = 72Total Parking Stalls. 11. We have shown the location of utilities to the best of our ability based on observed evidence together with evidence from the following sources: plans obtained from utility companies, plans provided by client, markings by utility companies and other appropriate sources. We have used this information to develop a view of the underground utilities for this site. However, lackingexcavation the exact location of underground features cannot be accurate) completely and reliably depicted. Where additional or more detailed 9 Y/ P Y Y P information is required, the client is advised that excavation may be necessary. Also, please note that seasonal conditions may inhibit our ability to visibly observe all the utilities located on the subject property. 13. The names of the adjoining owners of the platted lands, as shown hereon, are based on information obtained from Wright County GIS. SURVEY REPORT }� 1. This map and report was prepared with the benefit of a Commitment for Title Insurance issued by Servion Commercial Title, as agent for Old Republic National Title Insurance W LO Company, File No. 059394, dated October 14, 2019. We note the following with regards to Schedule B of the herein referenced Title Commitment: O a. Item no.'s 1-9 12 14 16 and 17 are not survey related. L0 b. The following are numbered per the referenced title Commitment: V♦ Z 10. Terms, conditions, obligations and easement for ingress and egress purposes as contained in Reciprocal Driveway Easement and Maintenance Agreement dated September 12, 2011, recorded January 26, 2012, as Document No. A1193270. As shown heron over the middle portion of subject property. � •O 11. Drainage and utility easement as shown on the recorded plat of Monticello Business Center Sixth Addition. As shown hereon over all of Outlaot A and art of Lot 1. L0 0 9 Y P P � � � ■� Z O C 13. Storm drainage easement for in favor of the City of Monticello as contained in Quit Claim Deed recorded April 28, 1997, as Document No. 616770. This easement does not L ^ / appear to affect subject property. 0 V 00 15. Terms and conditions of and easement for public sidewalk purposes in favor of the City of Monticello as contained in Grant of Permanent Easement dated June 12, 2006, v co recorded June 28, 2006, as Document No. A1015455. an L 0 67 LL 2. Conflicts such as (but not limited to): encroachments, protrusions, access, occupation, and easements and/or servitudes: O U) [A] Storm information shown in the undeveloped area was taken from a site utility plan prepared by Anderson Engineering of Minnesota, LLC, dayed June 4, 2007. A♦ (0 LO ti ALTA CERTIFICATION N To: Firm Ground: }+ This is to certifythat thi ap or plat and the survey on which it is based were made in accordance with the 2016 Minimum Standard Detail Requirements for ALTA/NSPS Land Title r Surveys, jointly ed and adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4, 6, 8, 9, 11, and 13 of Table A thereof. The field work was completed on 10-08-2019. O Dated this th of October, 2019. 2 I— LU W Rory L. SynstelienZr Minnesota License No. 44565 W 0 rory@civilsitegroup.com d C) I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY N LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF NESOTA. 50 25 0 25 50 100 SCALE IN FEET RORY L. S STELIEN DATE 10-11-19 LICENSE NO. 44565 VICINITY MAP Llnetype & Symbol Legend FG FIBER OPTIC SIGN ❑A AIR CONDITIONER SITE GAS GASMAIN UTILITY MANHOLE ® BOLLARD WATERMAIN QS SANITARY MANHOLE © ELECTRIC MANHOLE "° g > SANITARY SEWER sT STORM MANHOLE " n » STORM SEWER® CATCH BASIN o- FLAG POLE 3 OHu OVERHEAD UTILITIES® ROOF DRAIN Q FLARED END SECTION TEL TELEPHONE LINE GAS VALVE ❑T TELEPHONE BOX ELREVISION SUMMARY E ELECTRIC LINE TELEPHONE MANHOLE HANDICAP SYMBOL �T CTV CABLE LINE DATE DESCRIPTION x CHAINLINK FENCELINE M ELECTRIC TRANSFORMER e(� HYDRANT 10-24-19 Title Commitment ® TRAFFIC SIGNAL OO WATER MANHOLE � WOODEN FENCELINE ' oo— GUARDRAIL © CABLE TV BOX g WATER VALVE a CONCRETE SURFACE OE ELECTRICAL METER -0- POWER POLE I © PAVER SURFACE GAS METER GUY WIRE PROJECT NO.: 19332 • FOUND IRON MONUMENT CONIFEROUS TREE ALTA/NSPS LAND BITUMINOUS SURFACE O SET IRON MONUMENT 0 DECIDUOUS TREE TITLE SURVEY GRAVEL/LANDSCAPE CAST IRON MONUMENT SURFACE V1 0 ■ ©COPYRIGHT 2019 CIVIL SITE GROUP INC. rroperTy Haaress / / 4/ / / - �_ / /, 65 SAN , �\yszoo Uf / 9320 CEDAR STa� /� M ONTI CELLO °�� / / 66 $ �Sq /� �, ^ � r 1v % � - /.�� -I< g0.00 I j C7 4or .10 966,2 to- \/, / W / ° d G/ AT 1 �f oma' , / N / co A J / ae g q= / T qpp� I i �' P I / V C, AZ PQ try 0, ^� REMOVE EXISTING PAV Ij ) o AND BASE MATERIAL A / I I x.30` ��ti I= ;!/� PARKING SIGNS, TYP. MAILBOX. REMOVE &'I 0 WITH OWNER RELOCATE. COORDIN TE o I / / . I I / Parce I / TRdS 2&C OS / REMOVE EXISTING z3 rnR�M EL15514 9".06/ PAVEMENT s I �$ ?1 ^ / 9,23"" REMOVE AND SALVAGE v rrasl� I I REMOVE EXISTING C / W)1 / EXISTING HYDRANT CURB AND `V i En RimN C/OSUN 1 X�6��' 1, l,,,964oB4 l GUTTER, TYP. %%.x /962 — REMOVE AND SALVAGE EXISTING HYDRANT ,—� j l 4' I a 0)a % 3" OAK Z / EXISTING TREES TO o / / / / REMAIN, PROVIDE i l j g6��2 / ' /" / TREE PROTECTION � REMOVE EXISTING / X ( ( // ;' FENCING, TYP. x96 x/ // $ STORM PIPE �' 8" Pm Z X96 / rn o L/ \/ �/ l/r V L— L— l V I L— I 1 / I 7" PIN Z 6" SPR Z I RR95 6�8 a6 .9z X P Ll , 5" >sH Z REMOVE EXISTING TREE / 1111010 / j // //� // 4� v`' I & BALL ROOT, TYP. CONSTRU �fION LIMIT �/ �0 / / e6 5 rV 1 1 4" BAS Z X �� Vv (o / 6" BAS ZLI' / / x66�6// e n(aina End Utd it /�aSement Over I v 6��6" SPR Z I 7 9/ .y l 9 All of 0/utlof A Oer Plat) [11 ] � /� CBR m=963.03 x *01 / 4" MAP Z I% / i REMOVE EXISTING / 6/SPR z / sMN CATCH BASIN i =ssa.ao I I X 962 im=963.44 / / I R -,- , , , -,- 1 °vim. 2r I � / / deep (N, S 6" SPR z / S g62.�s' 66a 5" SPR Z / AIN R2.op \V/ 96, a 9si.�o //// II I `\ I \� X I / o f 1 6 / 5" SPR z /5" SRR Z / H �\ � �� 16,9 x 96� v v x 96� A \ 96 62 / / I I / / / / m \ \ x I X REMOVE EXISTING 0)I �666a / I 5" R Z/ STORM PIPE V 965 X �2 1 5SPR 964 ---------J/ / Xg6, Xg//'6o /5"/SPR Z 4 — -- ----- 963 � r- r - //n / AX -II 15" S¢R Z n 962----------� � 0 i I 9x 961--/ X 9665 96 i I 5d SPR Z i ,' r J t - l l /1 I v 5" SPR Z I"PRIz REMOVE EXISTING TREE \ ZO & BALL ROOT, TYP. \ REMOVE EXISTING ,,I 961 CATCH BASIN ' I \\4" SI z/ \/ REMOVE EXISTING J� 4" SPR Z STORM PIPE / / CBR Rim=963.77 / 4" SPR Z EXISTING CATCH BASIN Rim=963.73 �\ V \ TO REMAIN, PROTECT FROM DAMAGE EXISTING STORM PIPE TO REMAIN, PROTECT OF=958.33 .9622 / f / X96 96 FROM DAMAGE967 REMOVAL NOTES: 1. SEE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PLAN FOR CONSTRUCTION STORM WATER MANAGEMENT PLAN. 2. REMOVAL OF MATERIALS NOTED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH MNDOT, STATE AND LOCAL REGULATIONS. 3. REMOVAL OF PRIVATE UTILITIES SHALL BE COORDINATED WITH UTILITY OWNER PRIOR TO CONSTRUCTION ACTIVITIES. 4. EXISTING PAVEMENTS SHALL BE SAWCUT IN LOCATIONS AS SHOWN ON THE DRAWINGS OR THE NEAREST JOINT FOR PROPOSED PAVEMENT CONNECTIONS. 5. REMOVED MATERIALS SHALL BE DISPOSED OF TO A LEGAL OFF-SITE LOCATION AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 6. ABANDON, REMOVAL, CONNECTION, AND PROTECTION NOTES SHOWN ON THE DRAWINGS ARE APPROXIMATE. COORDINATE WITH PROPOSED PLANS. 7. EXISTING ON-SITE FEATURES NOT NOTED FOR REMOVAL SHALL BE PROTECTED THROUGHOUT THE DURATION OF THE CONTRACT. 8. PROPERTY LINES SHALL BE CONSIDERED GENERAL CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED ON THE DRAWINGS. WORK WITHIN THE GENERAL CONSTRUCTION LIMITS SHALL INCLUDE STAGING, DEMOLITION AND CLEAN-UP OPERATIONS AS WELL AS CONSTRUCTION SHOWN ON THE DRAWINGS. 9. MINOR WORK OUTSIDE OF THE GENERAL CONSTRUCTION LIMITS SHALL BE ALLOWED AS SHOWN ON THE PLAN AND PER CITY REQUIREMENTS. 10. DAMAGE BEYOND THE PROPERTY LIMITS CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED IN A MANNER APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT OR IN ACCORDANCE WITH THE CITY. 11. PROPOSED WORK (BUILDING AND CIVIL) SHALL NOT DISTURB EXISTING UTILITIES UNLESS OTHERWISE SHOWN ON THE DRAWINGS AND APPROVED BY THE CITY PRIOR TO CONSTRUCTION. 12. SITE SECURITY MAY BE NECESSARY AND PROVIDED IN A MANNER TO PROHIBIT VANDALISM, AND THEFT, DURING AND AFTER NORMAL WORK HOURS, THROUGHOUT THE DURATION OF THE CONTRACT. SECURITY MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY. 13. VEHICULAR ACCESS TO THE SITE SHALL BE MAINTAINED FOR DELIVERY AND INSPECTION ACCESS DURING NORMAL OPERATING HOURS. AT NO POINT THROUGHOUT THE DURATION OF THE CONTRACT SHALL CIRCULATION OF ADJACENT STREETS BE BLOCKED WITHOUT APPROVAL BY THE CITY PRIOR TO CONSTRUCTION ACTIVITIES. 14. ALL TRAFFIC CONTROLS SHALL BE PROVIDED AND ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY. 15. SHORING FOR BUILDING EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR AND AS APPROVED BY THE OWNERS REPRESENTATIVE AND THE CITY PRIOR TO CONSTRUCTION ACTIVITIES. 16. STAGING, DEMOLITION, AND CLEAN-UP AREAS SHALL BE WITHIN THE PROPERTY LIMITS AS SHOWN ON THE DRAWINGS AND MAINTAINED IN A MANNER AS REQUIRED BY THE CITY. CITY OF MONTICELLO REMOVAL NOTES: 1. RESERVED FOR CITY SPECIFIC REMOVAL NOTES. EROSION CONTROL NOTES: SEE SWPPP ON SHEETS SW1.0-SW1.5 REMOVALS LEGEND: --------- - ------ EX. 1' CONTOUR ELEVATION INTERVAL REMOVAL OF E==ZH INCLUDING BITACONC.,AND GRAVTAND ALL EL PVMTSASE ERIAL, REMOVAL OF STRUCTURE INCLUDING ALL FOOTINGS AND FOUNDATIONS. REMOVE CURB AND GUTTER. IF IN RIGHT-OF-WAY, COORDINATE WITH LOCAL GOVERNING UNIT. TREE PROTECTION xTREE REMOVAL - INCLUDING ROOTS AND STUMPS 0 ° N Know what's below. 1" = 30'-0" Call before you dig. 15'-0" 0 30'-0" 1/22/2020 1:16:05 PM (CROVRO sao�e C7 m (CD M p Civil Engineering - Surveying - Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 FIRM GROUND architects & c:ngYnc.e,s Cl) W N CO NL0Q0 M L0 (y) L0 Z Z O Q O W U am J J uJ Q W v j z 0J � z O LU O �a Ja_ > J m W O `� m V o J W U0Y O ZO o U w 0 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Ma7t-hew R. Pavek DATE 11/04/19 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 11/4/19 CITY SUBMITTAL 12/12/19 CITY RESUBMITTAL 01/22/20 CITY RESUBMITTAL DRAWN BY:JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY DATE DESCRIPTION REMOVALS PLAN C1 0 ■ 0 COPYRIGHT CIVIL SITE GROUP INC. _ �RSEE ETAIL 1 FOR NORTH WAL ONNECTION VIEWA% N ------WILL �� m / ^°`�� s � \�,s • � �r , C� CROUHO OSRO�e o ° ALL PARKING AREAS 3634g.5( . Civil Engineering �Surveying o Landscape Architecture BE COVERED BY ASSUMED Y20,0 4931 W. 35th Street, Suite 200TCH EXISTINMATCH EXISTICROSS ACCESS PARKING PVMT, TYP. PVMT, . St. Louis Park, MN 55416 P U Rortls)civilsitegroup.com 612-615-0060 FO EASEMENT AGREEMENT. Fp -� _Cor / O // F; / -111, / �F fall l Ic�inn 4 d / / 96> o_n Mn \ \ \ / QJ� So / l \ - or^er Pal d / i) I i^ 9 i, 1 / � 96435 ^ FF _ r MF X // o �� I�� J / 96612 E y / d % �\\ R 964 35 f FIRM G R O U N D // ` �~ X d / / /\ ❑T 9 5 y / !/ ,SA/y ` �rciiitec[s & c:ncyin�:.rS O OAT CH CONC. WAL MCH EXISTING / V C&GTYP. Np \/ ® CAS e o \ , / / �,, o �„ �O / �� ? 3" roc / c _ \/ I / / \ E 5 IP\ �Q ' D �Q / c� / � 4e^ �� '� �' %i 4� j R=965.01 OC $„ MH ry"� Q ^ t9 c S ' inv 952 �/ h �P m_ of d / CaR\ > � .« �• % Rigg 4 OT cc ^ 81, ' \ / ^ 963e3 SO. p / RI ti963 fl -c f / / i 960, , - NJ o u '":.9S2_ 0 !O MATCH EXISTIN>� / / ^ < 4 d a m ^ 8(Reco , - 3 49'231, Int ` V '� 03 / - PVMT TYP. s NF 4 �F / B612 C&G, 1 - 9sse o l 9", w ; (Per Recwtl(s� Q �Reco, N7 o V ' U �\ j 4 ., C �\ se o'O :b ®� V s so / 4 .3 N O �3 > \may .,` tlel RAB / 9 \ / \ 8.16 / ' E �\ ' ceR g 4 � ^� X. / ^ ss z ❑T O FFE ' 96 71E/ W ^ / 1=40-0/� , 4--E 1 Q<U / 20-0 0 40-0 / / MATCH EXISTING / PVMT, TYP. cn 1 / �,•\',� �; / / a- wSy ( N) /^/\�o� �/ �%NORTH SIDEWALK CONNECTION 4 -STONE z Q �TssHa\=i�yss s `MINI -COLUMN ®/^�ws B612 C&G, 5s4,g "\ CV�• MATCH EXISTING .68 TYP. 16(,V W Co PVMT, TYP. (SE M (40 IUD �ft_ftft MATCH EXISTING `�1.�� z�Q0 z // C&G, TYP. ParceI \ / oIUD BIT. PVMT., 1 X0 ice�`' C / Parcel ID U)Rm 964.06 / �\ TYP - °' ' z 15 514 7 0 C \ ` .a� > 155147000010 z 11 O / o / 4 -STONE X26 �' o MINI -COLUMN 5 W Cd TRASH ENCLOSURE, co QW U am J "NO EXIT" - SEE ARCH. GNAGE J M � IGN I \ LU / / o1WI 4.� ` \.. M / Q z wJ 11 �5) OOTAIS@ 9',40'PVMT. STRIPING .0' Q a_ TYP. o �• U, > Rg5 J V�J N / (1 SPE IALT R5 SES>, M Inwgss 'a c rtle m 0%STq PAVEMENT S �s '. cyy o W J LLJ � 900, ��, Z LU / 0 24.0' j�V»� TURNING MOVEMENT �n nrr Y o o ° i R`m?9 25'-0" 0 50'-0" p .. ,O c�� 9 O ~� % /n�gs68�Raoertls O 3 11 635p STS,..- / ��.� CIO 'k / CO!C . WA 3 �� ® -S 62jSF 56 CITY OF MONTICELLO SITE SPECIFIC NOTES: O @ 0 � 1/ OPERATIONAL NOTES: ~0 2 CONSTRUCTION LIMITS / eFo� J ti 23SSF �., 630' l / / 1. RESERVED FOR CITY SPECIFIC NOTES. w O / ssss' MA"roF SNOW REMOVAL: 9 0 sFeF �esr / 24. ALL SNOW SHALL BE PUSHED TO LANDSCAPED 20,�r l AREA. I HEREBY CERTIFY THAT THIS PLAN, 'eFo/ SPECIFICATION, OR REPORT WAS cOMM�,• TRASH REMOVAL: PREPARED BY ME OR UNDER MY DIRECT 'T�eSr \ \ 2 SITE LAYOUT NOTES: SUPERVISION AND THAT I AM A DULY \ R >-_60°\ ° 2� �r TRASH REMOVAL SHALL OCCUR AT THE EXISTING LICENSED PROFESSIONAL ENGINEER RET. WALL, TYP. SUH 1. CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, TRASH ENCLOSURE AREAS, COORDINATE WITH UNDER THE LAWS OF THE STATE OF � F� / RIM -963.80 PROPERTY MANAGEMENT. Inv MINNESOTA. over 25• dee INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS, �seo °620 22� R36.0' ` S a v E) UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE DELIVERIES: / SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OF CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE 2 / CORRECTED AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THE DELIVERIES SHALL OCCUR AT THE MAILROOM(S), whew R. Pavek ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL. COORDINATE WITH PROPERTY MANAGEMENT. 0 2 00 DATE 11/04/19 LICENSE NO. 44263 963SF �T°� F B MT., / 2TYP. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OF-WAY AND s iso / \ TRgSN B612 C&G, STREET OPENING PERMIT. ISSUE/SUBMITTAL SUMMARY �eF \ TYP. �/� DATE DESCRIPTION / 3. THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TO INSTALLATION OF 9635 5 qro �C / SITE IMPROVEMENT MATERIALS. 1/12/1' CITY SUBMITTAL SITE PLAN LEGEND: 12/12/19 CITY RESUBMITTAL / 25FO 4 4. CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS OF THE BUILDING AND STAKE FOR REVIEW AND 01 /22/20 CITY REsuBMITTAL \ /963sF OUTDOOR - 1 / APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS. / AMENITY eFO / o LIGHT DUTY BITUMINOUS PAVEMENT. SEE eFO ¢°30, �2.�. � SPACE 46 / -� / 5. LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS ARE APPROXIMATE AND GEOTECHNICAL REPORT FOR AGGREGATE BASE & 6j65 I SHALL BE STAKED IN THE FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE WEAR COURSE DEPTH, SEE DEATIL. ARCHITECT. HEAVY DUTY BITUMINOUS PAVEMENT. SEE s>s�s 3 0 6 sFo 6. CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION. � GEOTECHNICAL REPORT FOR AGGREGATE BASE & ° / LOCATION OF BUILDING IS TO BUILDING FOUNDATION AND SHALL BE AS SHOWN ON THE DRAWINGS. 0WEAR COURSE DEPTH, SEE DETAIL. 4 \ \ ,BFO l 7. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY THE CONCRETE PAVEMENT AS SPECIFIED (PAD OR WALK) ENGINEER/LANDSCAPE ARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCH SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE AS, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS, BENCHES, FLAGPOLES, LANDING & CONCRETE DEPTHS, SEE DETAIL. WALKWAY / / / PADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THE RIGHT TO REJECT INSTALLED MATERIALS NOT _ _ PROPERTY LINE PATIO, TYP. PREVIOUSLY APPROVED. 8. PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCE WITH A.D.A. M M M M CONSTRUCTION LIMITS / REQUIREMENTS -SEE DETAIL. CURB AND GUTTER -SEE NOTES (T.O.) TIP OUT GUTTER WHERE APPLICABLE -SEE PLAN DRAWN BY:JS REVIEWED BY: MP 9. CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TO THE FLOW OF PROJECT NUMBER: 19332 / TRAFFIC. WIDTH OF CROSSWALK SHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESS OTHERWISE NOTED OR REQUIRED BY ADA OR LOCAL GOVERNING BODIES. REVISION SUMMARY SITE AREA TABLE: / / 10. SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES -SEE DETAIL. TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGS DATE DESCRIPTION / / / 11. ALL CURB RADII ARE MINIMUM T UNLESS OTHERWISE NOTED. SITE AREA CALCULATIONS � ` / / EXISTING CONDITION PROPOSED CONDITION t C / 12. CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIOR TO SITE SIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED. BUILDING COVERAGE 13,843 SF 7.1% 42,128 SF 21.5% ` I IMPROVEMENTS. HC =ACCESSIBLE SIGN \ \ ALL PAVEMENTS 40,220 SF 20.5% 74,220 SF 37.9% NP = NO PARKING FIRE LANE13. FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS. ST =STOP ALL NON -PAVEMENTS 141,965 SF 72.4% 79,680 SF 40.6% � _ INFILTRATION BASIN 1 CP -COMPACT CAR PARKING ONLY J BOT=954.33 14. PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE. SITE PLAN TOTAL SITE AREA 196,028 SF 100.0% 196,028 SF 100.0% `©- _ I / TOP=957.33 15. ALL PARKING LOT PAINT STRIPPING TO BE WHITE, 4" WIDE TYP. Q � EOF=958.33 1 -YR HWL= 7.7 16. BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENT SECTIONS. 00 I • 00 95 0 N IMPERVIOUS SURFACE VOL=(954.33-956.13)=10,941 CF o � / VOL -(9564.13-957.33)=20,298 CF 17. ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE DRIP LINE. EXISTING CONDITION 541063 SF 27.6/ EOF=958.33 - SEE LANDSCAPE DOCUMENTS. Know what's below. 1" - 30'-0" PROPOSED CONDITION 116,348 SF 59.4% �,/nmnmnmmmmmmm� C200 DIFFERENCE (EX. VS PROP.) 62,285 SF 31.8% Call before you dig. 15'-0" 0 30'-0" 1/22/2020 1:16:12 PM ©COPYRIGHT CIVIL SITE GROUP INC. e d q, / ® E m J o d J ` 1 _Cb Ac 965.601 / / 4 / ° Rey J MATCH d° /, 00 96S SO SSD CRAB I l \; y� 96ry 16 / T / / RC1 qPp q \ v I ^ 965.1 rn D 7! 1P / o OJ MAT / ^ 10, 965 / , AMA H �6R /160) 44;I TCH �' / v e° ° / / 5.55 95�ctls16�SE% I ^ \ �� I I 1 i I / 966.00 966.80 s. ` sss. �� \ - \ ^ 1 c0 M65 MATCH I963.82 966. ! 65.91 \ 964.48 .52 ftWA.TCH << / 964.90 X65.3\ 966.36 / CCCBBBRRR / / - MATCH VALW 2 I�(m=964.06/ 966.94 966.28 I CY) 1 / / 99999 1 ss s 966.90 Cp 967.21 9 6.94 1\ 1 1 I ii. I� PTM4� 4.93 MATCH \ 11/I ISL I I 965.5 967.2#1 / rn 967. (0 ♦111111111 11111 TRS---- /1111111 111 11111111111 m n II FT lr i 1111111111111111111111 1 1 .39 \ ss .71 rn 9 967.11 / 1 1 1 1 1 1 1 1 A 1 1 1 1 1 96 .Ss 1 M7 965.95 (0 / / M' 96 .05 964.51 65 or) 66.28 9 .90 965.60 1 964.09 / // h hom 96 .43 \s� tv 964.93 X 968.22 965.66 / 9 8.12 968 / 8.16 966.53 O) 963.40 X69 969.28 X10 96 10 / a I ,955Q8�76970. 9 63 964.52 �/ ° I I �Re cordy)MATCH ss3� 69.30 96708 X/ 4750 62.8 R MATC/" 0 81 969.01C0 967.53 g 969.2 964.94BWALL CONSTRUCTION LIMITS / \eFo� < z35SF/� 97100 96 968.02 787 / Mq/ DOOR 0 /o 969.30 3. 3TWALL I I I I l \ _ s F /ose 69.1 964.27BWA7 / d t S t`)rt r P1 Q FIFE = 971.00 962. C011962.21 M GFE = 960.33 / Roots n... 970.49 961.94 I // I DOOR 1.59LP SMH 80o / 970.27TWALL I I Rim=863. 961.70 lnv 963.41 WALL I I °ver 25" P dee 00 962.18 m (N, S. E) DOR i \ j 1 961.44 S / I / 962.82 06 a 966.16 1 J agFo J o / / SMp MATCH aI 1 JJ% 910 I �� X 961 960.79 / /R962'p0 959.96 H // OOR v , / 96SO \ 970.00 rRgsh I l 7 / 4-~ CURBCUT / X n \ .a 960.33 959 \ 9 s o \co o �� \\ 99399 96 ° 970.50 '51")C' 965 J , �� a ; 955 9 v) 63.79 2 s rn 6 0� IeFO 970.00 / C� 9621b► />e / 4g\o / / 957.33TOP / MATCH - _ �� _ _ / / 954.33BOTTOM / 970.00 // \\ 970.00\ / div / 9 .00 969.94 0 / / I / 962.35 I 1 I 960.MAT4 965 966 967.05 969 2 MATCH �@FO9�'b / I ` 962 96 96j ,G / 4 ) 970.00 I / I I ` 966 \ / X, i � 960.33 / 3 // I x 9961 / I I 96,5 86 -967 I® 962 4 96� Co / MATCH I \\ 957.33TOP °' (� 955.33BOTTOM / oy, 962.01 \ MATCH � INFILTRATION BASIN 1 956 I / BOT=954.33 \ 95> TOP -957.33 \ ^� EOF•33 95a� / EOF=958.33 959 100 -YR HWL=957.70 VOL=(954.33-956.13)=10,941 CF EC 33 VOL=(956.13-957.33)=20,298 CF MATCH \ f � MATCH / 9,5 960 / o a� / r, GENERAL GRADING NOTES: 1. SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES. CROUHO SRO�e C7 m Oo M p 2. THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT Civil Engineering , Surveying - Landscape Architecture LIMITED TO SITE PREPARATION, SOIL CORRECTION, EXCAVATION, EMBANKMENT, ETC.) IN 4931 W. 35th Street, Suite 200 ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING St. Louis Park, MN 55416 SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE civilsitegroup.com 612-615-0060 RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER. 3. GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE��` FIRM G R O U N � NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS & ' ` "' `� ° ` PERMIT REQUIREMENTS OF THE CITY. 4. PROPOSED SPOT GRADES ARE FLOW -LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED. A` lZ�•" A` 5. GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSS SLOPE, UNLESS OTHERWISE NOTED. 6. PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES IN MAINTAINED AREAS IS 4:1 A`O 7. PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES `"CjO`" GREATER THAN 4' IN HEIGHT SHALL BE DESIGNED AND ENGINEERED BY A REGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. Cn 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OF CONSTRUCTION TO ESTABLISH PROPER GRADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADES ACCEPTABLE TO THE z ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES. cV 9. IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL Uj M LO EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT LO SUITABLE MATERIAL TO THE SITE. � Z LO 10. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN LOLO AREAS DESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR Z / 11 0 RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT W AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL W SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD M TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES. am W W Z 11. FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREASJ J 0 WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH Q I— z UJ FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES Q BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING O Q GRADES. AREAS THAT HAVE BEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME J RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL J m AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR LU O m LLJ BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK. O J 12. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE V = J W STREET AND/OR PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED W Y TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE O DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE 0O SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR Z PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN O ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. NO TEST ROLL SHALL OCCUR WITHIN 10' OF ANY UNDERGROUND STORM RETENTION/DETENTION SYSTEMS. U w2 13. TOLERANCES O 13.1. THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE I HEREBY CERTIFY THAT THIS PLAN, MEASUREMENT IS MADE. SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT 13.2. THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY SUPERVISION AND THAT I AM A DULY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF LICENSED PROFESSIONAL ENGINEER ANY POINT WHERE MEASUREMENT IS MADE. UNDER THE LAWS OF THE STATE OFMINNESOTA. 13.3. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. 13.4. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS. chew R. Pavek 14. MAINTENANCE DATE 11/04/19 LICENSE NO. 44263 14.1. THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, ISSUE/SUBMITTAL SUMMARY AND KEEP AREA FREE OF TRASH AND DEBRIS. DATE DESCRIPTION 14.2. CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED 11/4/19 CITY SUBMITTAL 12/12/19 CITY RESUBMITTAL AREAS TO SPECIFIED TOLERANCES. DURING THE CONSTRUCTION, IF REQUIRED, AND DURING 01/22/20 CITY RESUBMITTAL THE WARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BE ESTABLISHED SHALL BE RESEEDED AND MULCHED. 14.3. WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONS OR ADVERSE WEATHER, CONTRACTOR SHALL SCARIFY, SURFACE, RESHAPE, AND COMPACT TO REQUIRED DENSITY PRIOR TO FURTHER CONSTRUCTION. GRADING PLAN LEGEND: EX. V CONTOUR ELEVATION INTERVAL 1137 1.0' CONTOUR ELEVATION INTERVAL ""'-41.26 SPOT GRADE ELEVATION (GUTTER/FLOW LINE UNLESS OTHERWISE NOTED) 891.00 G SPOT GRADE ELEVATION GUTTER 891.00 TC SPOT GRADE ELEVATION TOP OF CURB DRAWN PROJECTT NUMBER: REVIEWED BY: MP 19332 891.00 BS/TS SPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRS REVISION SUMMARY EROSION CONTROL NOTES: 891.00 ME SPOT GRADE ELEVATION MATCH EXISTING DATE DESCRIPTION SEE SWPPP ON SHEETS SW1.0-SW1.5 GRADE BREAK - HIGH POINTS GB CURB AND GUTTER (T.0 = TIP OUT) EMERGENCY OVERFLOW EOF=1135.52 GRADING PLAN CITY OF MONTICELLO GRADING NOTES: 0 N1. RESERVED FOR CITY SPECIFIC GRADING NOTES. Know what's below. 1" = 30'-0" 0111 before you dig. nononmmmmmomm� C 15'-0" 0" % 20 1:16:17 PM ©COPYRIGHT CIVIL SITE GROUP INC. 155207001010L 81/' - 4„ Lac / 5 > > �m'965.0 Property Address / r- / <65 SAN S , > �n\96.00 9320 CEDAR ST d� MONTI CELLO L J 3 11 S> / a� '4; 1�%�� ✓� T 96 6 8 A I 0.00 1 try 50 J� / CO �i�/ y I / obi MfIt /441If S / �; 966.6 ss so d ° TN+ / T / / / (J // / / 4 CRge qpp ^ 2 0 N C) ° 96.16ly�Ib / 0 0 ^` rn � `` I + v 1 MAKE CONNECTION TO EXISTING `O / / �� MAKE CONNECTION TO / I. I 396\ 4 ^� ; 1`1 I / I I l EXISTING WATER MAIN STUB, 9s...... I CO ; SANITARY SEWER STUB g6 j I 1 EX IE (NE/SW)=959.77(AB) COORD. WITH CITY (FIELD VERIFY) PROP IE (SW)=959.77 s°�PROPOSED HYDRANT COORDINATE WITH CITY AND VALVE, TYP. FIELD VERIFY ALL EXISTING INVERTS PRIOR TO EXISTING MHS �CONSTRUCTION R RIM=963.82 / iyJ �I °' p I f 4EX IE=955 ..1,� 1 ` : I I I ` PR IE- 59.17',//1 �I I / // F LF 8" PVC SDR 26 �0 ' L0 cgr�--96 l"4.06/ SA ARY SERVICE / / @ 2.00% Vol I /CB 2 4 IV =965.18 I / / IE-- 961.50 , I I g66 I It/ 87 LF 18"HD E / / /// \4 / / v STORM @ 1.00% `O c`o 1 ALV AN VALVE BOX I I / 0) X �% x 4y k / / � / / / / /^\ 211 DP It Ar- 107 LF 21" H / 1 j I RCaR STORM 1.00% / 1 I Jnr 95g�s UT NIA `� ' r - x 962.92 CBMH 23 / % I� I 956j�Rec0rds) ILr { - RIM=966.08 FROM sk F 0 - I IE=958.30 S'fW/=961.9 66 / / 9/ CONSTRUCTION LIMITS \ / l eFo J� E I TE l MaN �' �� / 966�� SE CE TUB �S9 x / � I dE t s i l e /AI I op r J CBMH 22 rn" / / COORDINATE ANY REQUIRED � STORM PUMPING SYSTEM w/ / / / / RIM=961.59 / / / ssss o MECHANICAL ENGINEER IE=957.23 29SF PRIOR TO CONSTRUCTION \ _ / SUMP=953.23 0"01 80 25" deep (N g E) 962.1V I ALL FINAL UTILITY SIZES, MATERIALS, LOCATION, AND CONNECTIONS TO BE s i.�0 // I I VERIFIED BY A MECHANICAL TRgsti I l // ENGINEER AND COORDINATED WITH CIVIL e qv x 96�\ �\ PRIOR TO CONSTRUCTION. sj r RIPRAP ATN 76 LF 21" HDP / o E 965 CURB CUT / STORM @ 2.93% / �/ 96e =�- / STUB BLDG STORM / FES 20 "� SERVICE TO 5' FROM /W/ RIPRAP / / / „ 63 _�/ / BLDG. COORDINATE / IE=955.00 W/ MECH'L PRIOR TO CONSTRUCTION 1 x \o IE=955.28 / 62 / �� 1 1 �----------- 961--/ 1 / � 1 � I / / / < .� � � � < 1 1 x 41) I / m 1 14 LF 10" SCH 40 PVC STORM @2.00% v DAYLIGHT BLD I / I / STORM / I I x 9 ` I E=955.00 I 666.60 95957 / m00% ♦ �,� \ � � INFILTRATION BASIN 1 \ ` I / BOT 954.33 TOP=957.33 RECONFIGURE EX CBMH TO OS / EOF=958.33 OS 1 100 -YR HWL=957.70 �CASTING R-4342 VOL=(954.33-956.13)=10,941 CF "\ PROP. RIM=956.13EOE=958.33 / VOL=(956.13-957.33)=20,298 CF , a,\ EX IE(S)=951.78 (FIELD VERIFY) GENERAL UTILITY NOTES: (C ROU Ho Ro�e 1. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT. C� GQ Oo M p 2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND Civil Engineering • Surveying - Landscape Architecture TOPOGRAPHIC FEATURES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY 4931 W. 35th Street, Suite 200 NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS. St. Louis Park, MN 55416 3. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE civilsitegroup.com 612-615-0060 CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. ��`FIRM GROUND 4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION" AND "SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), AND SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY AND THE PROJECT SPECIFICATIONS. ��• 5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE -USED OR PLACED AT THE DIRECTION OF THE OWNER. 6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA C151, ASME B16.4, AWWA j < C110, AWWA C153 UNLESS OTHERWISE NOTED. Q O'` ` V 7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) ASTM D3034 & F679, OR SCH 40 ASTM D1785, 2665, ASTM F794,1866) UNLESS OTHERWISE NOTED. GO 8. ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 & F2306 WITH ASTM D3212 SPEC FITTINGS UNLESS OTHERWISE NOTED. 9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED Cn END SECTION. 10. UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THE FINAL CONNECTION TO BUILDING LINES. COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS. cV 11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH Cfl BASINS IN GUTTERS SHALL BE SUMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS LO PLAN DO NOT REFLECT SUMPED ELEVATIONS. CN LO Z 12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISE H LO NOTED. � LO Z O 13. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS. J HYDRANT EXTENSIONS ARE INCIDENTAL. I 14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE W U NOTED. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM OF 18" VERTICAL a W J W ~ SEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL. Z 15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION Q J IS REQUIRED FOR ALL UTILITIES, UNLESS OTHERWISE NOTED. O W 16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION. O Q 17. CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE -DRILLED. J 18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICAL m U DRAWINGS. LU O J 19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH O ADJACENT CONTRACTORS AND CITY STAFF. V U LU 20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE U) Y CITY. ALL PAVEMENT CONNECTIONS SHALL BE SAWCUT. ALL TRAFFIC CONTROLS SHALL BE 00 PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS Z O SHALL INCLUDE BUT NOT BE LIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS O NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY. U 21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE o 2 REQUIRED. THE REQUIREMENTS OF ALL OWNERS MUST BE COMPLIED WITH. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING. 22. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS 23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. PREPARED BY ME OR UNDER MY DIRECT COORDINATE THE INSTALLATION OF IRRIGATION SLEEVES NECESSARY AS TO NOT IMPACT SUPERVISION AND THAT I AM A DULY INSTALLATION OF UTILITIES. LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF 24. CONTRACTOR SHALL MAINTAIN AS -BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT MINNESOTA. THESE PLANS TO ENGINEER UPON COMPLETION OF WORK. 25. ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT. APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO chew R. Pavek MANHOLES, CATCHBASINS, OR OTHER STRUCTURES. DATE 11/04/19 LICENSE NO. 44263 26. ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING OR ISSUE/SUBMITTAL SUMMARY WATER SERVICE LINE MUST BE TESTED IN ACCORDANCE WITH MN RULES, CHAPTER 4714, DATE DESCRIPTION SECTION 1109.0. 11/4/19 CITY SUBMITTAL 12/12/19 CITY RESUBMITTAL CITY OF MONTICELLO UTILITY NOTES: 01/22/2° CITY RESUBMITTAL 1. THE CITY WILL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS INCURRED THAT IS ASSOCIATED WITH VARIATIONS IN THE UTILITY AS -BUILT ELEVATIONS. ELEVATIONS TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. RIPRAP SHALL BE GROUTED PER CITY SPECIFICATIONS. UTILITY LEGEND: CATCH BASIN MANHOLE DRAWN BY:JS REVIEWED BY: MP ►� GATE VALVE AND VALVE BOX PROJECT NUMBER: 19332 PROPOSED FIRE HYDRANT REVISION SUMMARY IWATER MAIN DATE DESCRIPTION SANITARY SEWER >> STORM SEWER FES AND RIP RAP UTILITY PLAN 0 gyp° • N Know what's below. 1" = 30'-0" Cal before you dig. 15-0" 0 30'-0" C400 1/22/20201:16:21 PM ©COPYRIGHT CIVIL SITE GROUP INC. - THIS OCCURS ONLY WHERE TOOLED CONTROL JOINT MULCH MEETS EDGE OF WALK SEE DETAIL (TYP.) LEAVE TOP OF - MULCH DOWN 1" LIGHT BROOM FINISH PERPENDICULAR TO FROM TOP OF WALK TRAFFIC WITH 3" WIDE SMOOTH TROWELLED EDGE FINISHED ADE °Ir a ___4--- 5" CONCRETE AS SPECIFIED v 6" CLASS 5 AGGREGATE BASE -I I I -I I I -I I I -I I I -I I I -I I I I COMPACTED SUBGRADE 11=1 11=1 11=1 I I -III -III -I I ft l NOTES: 1. INSTALLATION SHALL BE CERTIFIED AND IN ACCORDANCE TO AN ON-SITE A.C.I. TECHNICIAN AS SPECIFIED. 2. SEE GEO-TECHNICAL RECOMMENDATIONS FOR GROSS WEIGHT REQUIREMENTS. 3. SEE LAYOUT DRAWINGS FOR LIMITS OF WALKS. 4. SEE CONCRETE JOINT DETAIL FOR REQUIREMENTS. 5.1/2" WIDE EXPANSION JOINT AND SEALANT AT ALL CURBS. 4 CONCRETE WALK/PAD N T S (PRIVATE PROPERTY) NOTE: SECTION IS FOR BIDDING PURPOSES ONLY. REFER TO GEOTECH FOR FINAL PAVEMENT SECTION 1.5" WEAR COURSE (MNDOT 2360 - SPWEA340B) TACK COAT (MNDOT 2357) 2" BASE COURSE (MNDOT 2360 - SPNWB330B) 6" CLASS 5 AGGREGATE SUBBASE (MNDOT 3138) COMPACTED SUBGRADE (100% OF STANDARD PROCTOR MAXIMUM DRY DENSITY) 1 LIGHT DUTY BITUMINOUS PAVEMENT NTS 3" RADIUS CORNERS s 12 �171-3 BATTER SLOPE GUTTER 1/2" RAID IUSf 6" - 3/4"/1' 0.5% SLOPE -CONSTRUCT WITH REVERSE SLOPE FINISHED GRADE GUTTER (T.O. GUTTER) WHERE THE PAVEMENT SLOPES AWAY FROM CURB. SEE PLAN FINISHED GRADE �k, � NOTES: v 1. INSTALL CONSTRUCTION JOINTS AT ° d ° d 10'-0" O.C. 2. BASE DEPTH DEPENDANT UPON SOIL CONDITIONS Z CLASS V AGGREGATE SUBBASE-SEE BITUMINOUS PAVEMENT DETAIL (6" MIN.) 2 B-612 CONCRETE CURB AND GUTTER NTS METAL SEWER CASTING - "RIM ELEVATION" REFER TO STRUCTURE SCHEDULE FOR TYPE PRECAST COVER - 8" THICK MIN. 2 AND MAX. 5 ADJUSTINO - �i RINGS. GROUT BETWEEN rA , •I RINGS, CASTING, AND ALONG STEPS - INSTALL ON OUTSIDE. P DOWNSTREAM SIDE @ 16" O.C. VARIES - TYP. 4' RUBBER GASKET - TYP AT ALL JOINTS STORM SEWER PIPE - SEE PRECAST CONCRETE UTILITY PLAN FOR LOCATION, SECTION INVERT, AND SIZES n � V GROUT SHELF AND CHANNELS I• DIMENSIONS FROM BACK OF CURB BASES SHALL BE 8" STANDARD 1 6 (BOC) TO CENTER OF PIPE: 4' DIA. MH - 9" IN FROM BOC PRECAST WITH 2" LEAN GROUT, OR FLOW 5' DIA. MH - 3" IN FROM BOC POURED 8" SLAB REINFORCED WITH -6' DIA. MH - 3" BEHIND BOC 6" x 6" 10/10 MESH FLS_ T DIA. MH - 9" BEHIND BOC • • 8' DIA. MH - 15" BEHIND BOC 3 CATCH BASIN NTS COVER SHALL BE STAMPED METAL SEWER CASTING - REFER TO "STORM SEWER" STRUCTURE SCHEDULE FOR TYPE MIN. 2 AND MAX. 5 ADJUSTING RINGS. GROUT BETWEEN RINGS, CASTING, AND ,,,,--GROUT ALONG OUTSIDE. 27" �. PRECAST CONCRETE CONE SECTION ' CU 0 SIN �p STEPS ON DOWNSTREAM SIDE DIMENSIONS FROM BACK OF CURB , (BOC) TO CENTER OF PIPE: 4' DIA. MH - 9" IN FROM BOC 5' DIA. MH - 3" IN FROM BOC f U DIA. MH - 3" BEHIND BOC T DIA. MH - 9" BEHIND BOC 8' DIA. MH - 15" BEHIND BOC 1 g VARIABLE MIN. Lu a > l� f GROUT SHELF AND CHANNELS BASES SHALL BE 8" STANDARD PRECAST >. WITH 2" LEAN GROUT, OR POURED 8" SLAB REINFORCED WITH 6" x 6" 10/10 �� `.; ,` •. - MESH 5 STORM MANHOLE NTS HYDRANT MARKER HYDRANT, HEIGHT VARIES O T C:J TRAFFIC FLANGE FINISH 2" ABOVE GRADE REFER TO DETAIL $ C5.0 GRADE \ z - 4" x 4" VERTICAL BLOCK 2' 6" GATE VALVE MECH. JOINTS �6" D.I.P. LEAD 2-3/4" TIE RODS V I.VIVI..I\L I L � THRUST BLOCKS -1 CU. YD. GRAVEL 3/4"+ COVER WITH POLYETHLENE 6 FIRE HYDRANT NTS lll lllll-lu- I-I `III �- 1J1 ll1 ll1 lll PLUGGED CROSS c Li 0 U z C> TEE NOMINAL TYE, WYE, 90° BEND, FITTING SIZE PLUG, OR CM PLUGGED ON RUN 45° 22.5° 11.25° (INCHES) CROSS Al A2 BEND BEND BEND 4 1.0 1.4 1.9 1.4 1.0 - - 6 2.1 3.0 4.3 3.0 1.6 1.0 - 6 3.8 5.3 7.6 5.4 2.9 1.5 1.0 10 5.9 8.4 11.8 8.4 4.6 2.6 1.2 12 8.5 12.0 17.0 12.0 6.6 3.4 1.7 14 11.5 16.3 23.0 16.3 8.9 4.6 2.3 16 15.0 21.3 30.0 21.3 11.6 6.0 3.0 18 19.0 27.0 38.0 27.0 14.6 7.6 3.6 20 23.5 33.3 47.0 33.3 18.1 9.4 4.7 24 34.0 48.0 68.0 48.0 26.2 13.6 6.8 NOTES: 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. 2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. 3. IF NOT SHOWN ON PLANS, REQUIRED BEARING AT FITTING SHALL BE AS INDICATED ABOVE, ADJUSTED IF NECESSARY, TO CONFORM TO THE TEST PRESSURE(S) AND ALLOWABLE SOIL BEARING STRESS(ES). 4. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRECEDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN THIS STANDARD DETAIL, 5. ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND AN ALLOWABLE SOIL BEARING STRESS OF 2000 POUNDS PER SQUARE FOOT. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING STRESSES, USE THE FOLLOWING EQUATION: BEARING AREA = (TEST PRESSURE/150) X (200/SOIL BEARING STRESS) X (TABLE VALUE). 7 THRUST BLOCK NTS 6" RADIUS 12" DIAMETER 6" LINE WIDTH 3" LINE WIDTH 5-6" SQUARE OVERALL 18" RADIUS ALL COLORS TO MATCH ADA E&7AWSTANDARD COLORS 8 ACCESSIBLE PARKING PAVEMENT MARKING zw NTS ADJUST TOP TO 1/2" BELOW FINISHED PAVEMENT GRADE OR 1" BELOW FINISHED TURF GRADE. SET SO AS TO PROVIDE 12" OF UPWARD ADJUSTMENT. 8" COVER SHALL BE STAMPED WITH "WATER" C FINISH GRADE Is VALVE BOX GATE VALVE REFER TO DRAWINGS FOR SIZES • -CONCRETE THRUST BLOCK I_ _I AS REQUIRED 10 GATE VALVE BOX NTS IIIMI� z J -I a IIILu J Lu Dw zo Lu w II o LL z VIII PIPE BEDDING MATERIAL DIA + 3' /_ BACKFILL MATERIAL --/ FINISH GRADE FINE SAND (FA7) MIN. 2' WIDE BY 4" THICK INSULATION BOARD (USE 2-2" THICK BOARDS). MASTIC ALL JOINTS EXTEND INSULATION BOARD DOWN SIDES TO 7.5' DEPTH. UTILITY PIPE V-16" (MIN) 1. INSULATION BOARD TO BE CLOSED CELL. EXTRUDED POLYSTYRENE FOAM MEETING ASTM 578, TYPE VI, 40PSI COMPRESSING STRENGTH (ASTM D1621) 0.1%MAX. WATER ABSORPTION (ASTM C272). 2. BACKFILL MATERIAL AROUND INSULATION MUST BE FINE SAND FREE FROM ROOT, ORGANIC MATERIAL, OR OTHER INJURIOUS MATERIALS. 3. OVERLAP ALL INSULATION BOARD JOINTS. 11 UTILITY PIPE INSULATION DETAIL NTS I L tNICLt IUEQUIRED R VIOLATION z w co LL ccoo W O o > � co 2 O cp 00 N wm U_ EXTEND POST PAST TOP OF POST GALVANIZED STEEL FASTENER (TYP. OF 2) METAL SIGN ACCORDING TO MN STATE CODE GREEN POWDER COATED STEEL SQUARE POST AS SPECIFIED 6" O.D. GALVANIZED STEEL PIPE PAINTED WITH 1 COAT OF APPROPRIATE PRIMER AND TWO COATS SIGN ENAMEL. FILL ANNULAR SPACE WITH GROUT. COVER WITH YELLOW "IDEAL SHIELD" PLASTIC COVER. 10 DEGREE SLOPE MATERIAL VARIES -SEE PLAN 1 INCH SILICONE RUBBER OR ASPHALTIC CAULKING I -I I I -I I I- ° -I I I -I I M I I= COMPOUND II -I I I -d I , II-� I FILL ANNULAR SPACE TO 1 INCH Z,�I I II I II I III a a a I II I I= I- - FROM TOP WITH SILICA SAND I i an I_I-I I I- a 1/4" METAL PLATE WELDED TO -III- II° II-� I BOTTOM OF 6" PIPE -III- II as i, CONCRETE FOOTING AS SPECIFIED =III - r NOTE: MP CID -IIIA II a ° �� - 1. SIGN SHALL BE AS SPECIFIED. ° I I- 2. VERIFY POST PAINT COLOR WITH LANDSCAPE I~ 1'-6" ARCHITECT PRIOR TO INSTALLATION. 12 ACCESSIBLE SIGN AND POST NTS 00 0 (C R 7 H S q � (KFI m (CD M P Civil Engineering ^ Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 I - U W NO LL d FIRM GROUND Cl) FM z LU 2FM a a a 0 J J W U FM Z O 2 N M L0 L0 00 6L LU LI c) Z J W a_ w Lu CID J LUO O O T_ I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. P1 /2 Ma thew R. Pavek DATE 11/04/19 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 11/4/19 CITY SUBMITTAL 12/12/19 CITY RESUBMITTAL 01/22/20 CITY RESUBMITTAL DRAWN BY:JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY DATE DESCRIPTION CIVIL DETAILS C500 1/22/2020 1:16:23 PM ©COPYRIGHT CIVIL SITE GROUP INC. 12" Ili t7 I I j=l 'I Bc/4 but not less than 6" T / llll Compacted Backfill / Bc —III 0 5Bc—I - 2000# Concrete — I1 -1I II 0.5Bc Bc+12" Vin. LOAD FACTOR 2.3 III III Bc" Denotes outside CLASS A diameter of pipe Concrete backfill to 0.5 of outside diameter with shaped bedding. l IIII Compacted Backfill / B c - + + + O. Bc*+ +— III Course Filter Aggregate ++++++++++++ MnDOT Spec. 3149H Mod, 11=III=11I—I I1=11I—I11= LOAD FACTOR 1.9 Bc+12" Min. Bc" Denotes outside CLASS B diameter of pipe Hand shaped from angular bedding material Bc+12" Min. Compacted Backfill ,notes outside diameter of pipe Bc+12" Min. LOAD FACTOR 1.5 CLASS C-1 Hand shaped from firm undisturbed soil Compacted Backfill Course Filter Aggregate MnDOT Spec. 3149H Mod, LOAD FACTOR 1.5 )utside CLASS C-2 Ull.IIIIC ICI VI pipe Hand shaped from angular bedding material 2 PIPE BEDDING - RCP & DIP NTS 1 12" + + + + + + + + + + + + + + ... + + + + + + + + + + + + + +-1- + + + + + + + + + + + + + + + + + I- + + + + + + + + + + + + + + + + + + I- - I -III-III-III-III-I I i i - - 11=111=III=11 I=1 I I== Min.=Bc+12 "Bc" Denotes outside diameter of pipe r Compacted Backfill Granular Borrow (MnDOT Spec. 3149A modified) PIPE FOUNDATION & BEDDING IN GOOD SOILS 1 Compacted Backfill - Bedding Foundation 1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + =1 + + + + + + Bc + + + + + + '=I + + + + + + + + + + �+ + + + + + + + + + + + + + + + + + + + + .+ + + + + + + + + +. II III III III III 12" t _- ---�--Course Filter "Bc" Denotes outside Minimum Agg. (MnDot Spec. diameter of pipe 3149H Modified) 2d+Bc+12" PIPE FOUNDATION & BEDDING IN POOR SOILS 3 PIPE BEDDING - PVC NTS COVER SHALL BE STAMPED "SANITARY SEWER" METAL SEWER CASTING - REFER TO STRUCTURE SCHEDULE FOR TYPE MIN. 2 AND MAX. 5 ADJUSTING RINGS. ""' ""' GROUT BETWEEN RINGS, CASTING, . AND ALONG OUTSIDE. MIS PRECAST CONCRETE CONE SECTION X27"------• SIN • ' ti STEPS ON DOWNSTREAM SIDE 0 � N i 1 RUBBER GASKET -TYP MIN. 12 AT ALL JOINTS SLOPE AT 2 IN./FT. (TYP) CIO RUBBER BOOT > C ' J =LOW RUBBER r. BOOT I BASES SHALL BE 8" STANDARD PRECAST WITH 2" LEAN GROUT, OR POURED 8" SLAB REINFORCED WITH 6" x 6" 10/10 MESH SLOPE @ 2 IN./FT. (TYP) —GROUT TO 1/2 PIPE SANITARY SEWER MANHOLE 0 NTS ADJACENT CURB, SEE SITE AND GRADING PLANS GRASS PRE-TREATMENT STRIP OR PRE-TREATMENT STRUCTURE, SEE UTILITY AND LANDSCAPE PLANS UNDISTURBED, UNCOMPACTED INSITU SOILS I I: NET LESS EROSION BLANKET IN BOTTOM OF BASIN. SLIT BLANKET TO ALLOW PLANT MATERIAL SURFACE IF PLUG PLANTING IS TO BE USED, SEE GRADING AND LANDSCAPE PLANS MIN. PLANTING MEDIUM DEPTH 24" WITH A WELL BLENDED MIXTURE (BY VOLUME): 70% HOMOGENOUS CONSTRUCTION SAND 30% ORGANIC COMPOST CONSTRUCTION SEQUENCING 3H:1 L MAX. F _ COVER SHALL BE STAMPED METAL SEWER CASTING - REFER TO "STORM SEWER" STRUCTURE SCHEDULE FOR TYPE MIN. 2 AND MAX. 5 ADJUSTING RINGS. .. ' ..... GROUT BETWEEN RINGS, CASTING, AND ALONG OUTSIDE. 27" i PRECAST CONCRETE CONE SECTION ' � U -IN STEPS ON DOWNSTREAM SIDE DIMENSIONS FROM BACK OF CURB •, (BOC) TO CENTER OF PIPE: 4' DIA. MH - 9" IN FROM BOC 5' DIA. MH - 3" IN FROM BOC f _ 6' DIA. MH - 3" BEHIND BOC T DIA. MH - 9" BEHIND BOC T DIA. MH - 15" BEHIND BOC 1 g VARIABLE MIN. m •� Q l� f —of GROUT SHELF AND CHANNELS BASES SHALL BE 8" STANDARD PRECAST >. WITH 2" LEAN GROUT, OR POURED 8" SLAB REINFORCED WITH 6" x 6" 10/10 MESH 5 STORM MANHOLE NTS SIDE SLOPE TREATMENTS, SEE GRADING OR LANDSCAPE PLANS U 24" it CONSTRUCTION SAND (UNDER ROCK WINDOW ONLY) SEE GRADING PLAN FOR DEPTH TYPICAL SECTION VIEW 1. INSTALL SILT FENCE AND/OR OR OTHER APPROPRIATE TEMPORARY EROSION CONTROL DEVICES TO PREVENT SEDIMENT FROM LEAVING OR ENTERING THE PRACTICE DURING CONSTRUCTION. 2. ALL DOWN -GRADIENT PERIMETER SEDIMENT CONTROL BMP'S MUST BE IN PLACE BEFORE ANY UP GRADIENT LAND DISTURBING ACTIVITY BEGINS. 3. PERFORM CONTINUOUS INSPECTIONS OF EROSION CONTROL PRACTICES. 4. INSTALL UTILITIES (WATER, SANITARY SEWER, ELECTRIC, PHONE, FIBER OPTIC, ETC) PRIOR TO SETTING FINAL GRADE OF BIORETENTION DEVICE. 5. ROUGH GRADE THE SITE. IF BIORETENTION AREAS ARE BEING USED AS TEMPORARY SEDIMENT BASINS LEAVE A MINIMUM OF 3 FEET OF COVER OVER THE PRACTICE TO PROTECT THE UNDERLYING SOILS FROM CLOGGING. 6. PERFORM ALL OTHER SITE IMPROVEMENTS. 7. PLANT ALL AREAS AFTER DISTURBANCE. 8. CONSTRUCT BIORETENTION DEVICE UPON STABILIZATION OF CONTRIBUTING DRAINAGE AREA. 9. IMPLEMENT TEMPORARY AND PERMANENT EROSION CONTROL PRACTICES. 10. PLANT AND/OR ROCK MULCH BIORETENTION DEVICE. 11. REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER THE CONTRIBUTING DRAINAGE AREA IS ADEQUATELY VEGETATED. BIO -INFILTRATION BASIN (RAIN GARDEN - TYP.) 4 NTS GENERAL NOTES 6-8" CRUSHED ANGULAR RIP RAP IN BOTTOM OF BASIN PLANT MATERIAL, SEE LANDSCAPE PLAN MUST OVER EXCAVATE DOWN TO SUITABLE SOILS. FIELD VERIFY WITH SOILS ENGINEER 1. IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE BMP DURING OR IMMEDIATELY FOLLOWING EXCAVATION, THIS MATERIAL SHALL BE REMOVED FROM THE PRACTICE PRIOR TO CONTINUING CONSTRUCTION. 2. GRADING OF BIORETENTION DEVICES SHALL BE ACCOMPLISHED USING LOW -COMPACTION EARTH -MOVING EQUIPMENT TO PREVENT COMPACTION OF UNDERLYING SOILS. 3. ALL SUB MATERIALS BELOW THE SPECIFIED BIORETENTION DEPTH (ELEVATION) SHALL BE UNDISTURBED, UNLESS OTHERWISE NOTED. 1/22/2020 1:16:24 PM CROUHO sqo�e C7 M (CD M p Civil Engineering . Surveying - Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 U W O FIRM GROUND architects & c:ngYnc.e,s N CO M L0 LO Z V/ O 6L LU W 2 m z J W LUelf _j J J Y O O O I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. chew R. Pavek DATE 11/04/19 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 11/4/19 CITY SUBMITTAL 12/12/19 CITY RESUBMITTAL 01/22/20 CITY RESUBMITTAL DRAWN BY:JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY DATE DESCRIPTION CIVIL DETAILS C501 ©COPYRIGHT CIVIL SITE GROUP INC. CONSTRUCTION LIMITS YV 20-SGJ - 3-TH— 20 - DN / 1-EKC TNH-// 16-SGJ% M ONTI CELLO 41 d / B ° d m° �y d s 6 / o / Sso 968116 i 2- RB 41/ 10 - IHD / 11 - DISL/ 1 - EKC 11 -IDN 1 -SHL 964.06/ Tom^ 4 - DKL , SEE LEGEND FOR PLANT TYPES SEE SHEET L1.1 FOR REQUIRED PLANTING CALCULATIONS FFE_ 966 12 I I I / I I / I I I I I I I rn .�-' I'" ' `—INFILTRATION BASIN 1 16 -IHD { BOT_954.33 _ TOP=957.33 EOF=958.33 100 -YR HWL=957.70 VOL=(954.33-956.13)=10,941 CF 4 VOL=(956.13-957.33)=20,298 CF EOF=958.33 17-SGJ 1 -SHL \ 967\ I / / 1-EKC PLANT SCHEDULE - ENTIRE SITE SYM QUANT. COMMON NAME 2" CAL. B&B DECIDUOUS TREES NRM 5 NORTHWOOD RED MAPLE SHL 7 SKYLINE HONEYLOCUST RB 5 RIVER BIRCH HB 5 COMMON HACKBERRY EKC 7 ESPRESSO KENTUCKY COFFEETREE IN 29 TOTAL Malus 'Red Baron' 2" CAL. ORNAMENTAL TREES PFC 10 PRAIRIEFIRE FLOWERING CRAB ABS 14 AUTUMN BRILLIANCE SERVICEBERRY SSC 12 SPRING SNOW FLOWERING CRAB RBC 3 RED BARON FLOWERING CRAB TH 21 THORNLESS HAWTHORN PD 4 PAGODA DOGWOOD 64 TOTAL EVERGREEN TREES BHS 3 BLACK HILLS SPRUCE CBS 3 COLORADO SPRUCE WP 2 WHITE PINE 8 TOTAL SHRUBS - DECIDUOUS & EVERGREEN MJ 9 MEDORA JUNIPER AC 50 ALPINE CURRANT DKL 72 DWARF KOREAN LILAC TY 29 TAUNTON YEW DHW 53 DARK HORSE WEIGELA LDN 69 LITTLE DEVIL NINEBARK AH 34 ANNABELLE HYDRANGEA SGJ 108 SEA GREEN JUNIPER CJL 22 CHARLES JOY LILAC IHD 91 IVORY HALO DOGWOOD DN 40 DIABOLO NINEBARK DBGS 1 DWARF BLUE GLOBE SPRUCE DKR 24 DOUBLE KNOCKOUT ROSE LLH 13 LITTLE LIME HYDRANGEA 615 TOTAL N PERENNIALS & GRASSES BES 18 BLACK-EYED SUSAN BSJ 3 BLUE STAR JUNIPER CWL 58 CATMINT'WALKER'S LOW' DFG 15 DWARF FOUNTAIN GRASS KFG 24 KARL FOERSTER GRASS MO 15 'MILLENIUM' ONION NEH 16 'NORTHERN EXPOSURE' CORAL BELL RRD 91 'ROSY RETURNS' DAYLILY 240 TOTAL BOTANICAL NAME Acer rubrum'Northwood' Gleditsia triacanthos 'Skycole' Betula nigra Celtis occidentalis Gymnocladus dioicus'Espresso' SIZE ROOT COMMENTS 2" CAL. B&B STRAIGHT LEADER. FULL FORM 2" CAL. B&B STRAIGHT LEADER. FULL FORM 2" CAL. B&B STRAIGHT LEADER. FULL FORM 2" CAL. B&B STRAIGHT LEADER. FULL FORM 2" CAL. B&B STRAIGHT LEADER. FULL FORM CROUHO SRO�e C7 M (CD M p Civil Engineering • Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 FIRM GROUND architects & c:ngYnc.e,s Malus'Prairiefire' 2" CAL. B&B STRAIGHT LEADER. FULL FORM \ Amelanchier x grandiflora 'Autumn Brilliance (tree form)' 2" CAL. B&B STRAIGHT LEADER. FULL FORM ��•• P Malus'Spring Snow' 2" CAL. B&B STRAIGHT LEADER. FULL FORM IN Malus 'Red Baron' 2" CAL. B&B STRAIGHT LEADER. FULL FORM Crataegus crus-galli'Inermis' Cornus alternifolia 2" CAL. 2" CAL. B&B B&B STRAIGHT LEADER. FULL FORM STRAIGHT LEADER. FULL FORM Picea glauca'Densata' UHT. B&B STRAIGHT LEADER. FULL FORM Picea pungens UHT. B&B STRAIGHT LEADER. FULL FORM Pinus strobus UHT. B&B STRAIGHT LEADER. FULL FORM N Juniperus scopulorum 'Medora' 36" HT. CONT. W cfl Ribes alpinum 24" HT. CONT. LM Syringa meyeri'Palibin' 24" HT. CONT. N LO O z Taxus x media'Tauntonii' 24" HT. CONT. Weigela florida'Dark Horse' 24" HT. CONT. LO LO Physocarpus opulifolius'Donna May' 24" HT. CONT. Z 0 Hydrangea arborescens'Annabelle' 24" HT. CONT. J Juniperus x pfitzeriana 'Sea Green' 24" HT. CONT. \` � W W U Syringa vulgaris 'Charles Joy' 24" HT. CONT. J J M 1.1.1 Cornus alba 'Bailhalo' 24" HT. CONT. W J z Physocarpus opulifolius'Monlo' 24" HT. CONT. U J 0 Picea pungens'Globosa' 24" HT. CONT. Z W Rosa x'Radtko' 24" HT. CONT. 0 Y 01� Hydrangea paniculata'Jane' 24" HT. CONT. O 2 Q J Rudbeckia hirta 1 GAL. CONT. W _j LLJ Juniperus squamata'Blue Star' 1 GAL. CONT. 0 0 m J Nepeta x faassenii 'Walker's Low' 1 GAL. CONT. = LU Pennisetum alopecuroides'Hameln' 1 GAL. CONT. U W Calamagrostis x acutiflora'Karl Foerster' 1 GAL. CONT. U Y Allium'Millenium' 1 GAL. CONT. O O Heuchera'Northern Exposure'1 GAL. CONT. O Hemerocallis'Rosy Returns' 1 GAL. CONT. O � U W O LANDSCAPE NOTES: 1. WHERE SHOWN, SHRUB & PERENNIAL BEDS SHALL BE MULCHED WITH 4" DEPTH (MINIMUM AFTER INSTALLATION AND/OR TOP DRESSING OPERATIONS) OF SHREDDED CYPRESS MULCH. 2. ALL TREES SHALL BE MULCHED WITH SHREDDED CYPRESS MULCH TO OUTER EDGE OF SAUCER OR TO EDGE OF PLANTING BED, IF APPLICABLE. ALL MULCH SHALL BE KEPT WITHIN A MINIMUM OF 2" FROM TREE TRUNK. 3. IF SHOWN ON PLAN, RANDOM SIZED LIMESTONE BOULDERS COLOR AND SIZE TO COMPLIMENT NEW LANDSCAPING. OWNER TO APPROVE BOULDER SAMPLES PRIOR TO INSTALLATION. 4. PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS AND SHALL BE OF HARDY STOCK, FREE FROM DISEASE, DAMAGE AND DISFIGURATION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PLUMPNESS OF PLANT MATERIAL FOR DURATION OF ACCEPTANCE PERIOD. 5. UPON DISCOVERY OF A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOWN ON THE SCHEDULE AND THE QUANTITY SHOWN ON THE PLAN, THE PLAN SHALL GOVERN. 6. CONDITION OF VEGETATION SHALL BE MONITORED BY THE LANDSCAPE ARCHITECT THROUGHOUT THE DURATION OF THE CONTRACT. LANDSCAPE MATERIALS PART OF THE CONTRACT SHALL BE WARRANTED FOR ONE (1) FULL GROWING SEASONS FROM SUBSTANTIAL COMPLETION DATE. 7. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL RECEIVE 4" LAYER TOPSOIL AND SOD AS SPECIFIED UNLESS OTHERWISE NOTED ON THE DRAWINGS. 8. COORDINATE LOCATION OF VEGETATION WITH UNDERGROUND AND OVERHEAD UTILITIES, LIGHTING FIXTURES, DOORS AND WINDOWS. CONTRACTOR SHALL STAKE IN THE FIELD FINAL LOCATION OF TREES AND SHRUBS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 9. ALL PLANT MATERIALS SHALL BE WATERED AND MAINTAINED UNTIL ACCEPTANCE. 10. REPAIR AT NO COST TO OWNER ALL DAMAGE RESULTING FROM LANDSCAPE CONTRACTOR'S ACTIVITIES. 11. SWEEP AND MAINTAIN ALL PAVED SURFACES FREE OF DEBRIS GENERATED FROM LANDSCAPE CONTRACTOR'S ACTIVITIES. 12. REPAIR AT NO COST TO THE OWNER IRRIGATION SYSTEM DAMAGED FROM LANDSCAPE CONSTRUCTION ACTIVITIES. 13. PROVIDE SITE WIDE IRRIGATION SYSTEM DESIGN AND INSTALLATION. SYSTEM SHALL BE FULLY PROGRAMMABLE AND CAPABLE OF ALTERNATE DATE WATERING. THE SYSTEM SHALL PROVIDE HEAD TO HEAD OR DRIP COVERAGE AND BE CAPABLE OF DELIVERING ONE INCH OF PRECIPITATION PER WEEK. SYSTEM SHALL EXTEND INTO THE PUBLIC RIGHT-OF-WAY TO THE EDGE OF PAVEMENT/BACK OF CURB. 14. CONTRACTOR SHALL SECURE APPROVAL OF PROPOSED IRRIGATION SYSTEM INLCUDING PRICING FROM OWNER, PRIOR TO INSTALLATION. LEGEND SHREDDED CYPRESS MULCH, SAMPLES REQUIRED PROVIDE EDGING AS SHOWN ON PLAN ROCK MULCH/RIP-RAP, SAMPLES REQUIRED PROVIDE EDGING AS SHOWN ON PLAN LAWN -SOD SEED TYPE 1 - MNDOT 34-262 WET PRAIRIE, PER .'.'..... MNDOT SEEDING MANUAL SPECIFICATIONS (2014) 1" DIA. ROCK MAINTENANCE STRIP OVER FILTER FABRIC, SAMPLES REQUIRED. PROVIDE EDGING AS SHOWN ON PLAN PROPOSED CANOPY TREE SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES PROPOSED EVERGREEN TREE SYMBOLS - SEE PLANT zo ° SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES PROPOSED ORNAMENTAL TREE SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES I • PROPOSED DECIDUOUS AND EVERGREEN SHRUB SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES PROPOSED PERENNIAL PLANT SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES EDGING DECORATIVE BOULDERS (ROUNDED & BLOCK STYLE), 18"-30" DIA. 0 0 0 Know what's below. Call before you dig. N 1 " = 30'-0" 15'-0" 0 30'-0" 1/22/2020 1:16:30 PM 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. C� Patrick J. Sarver DATE 11/04/19 LICENSE NO. 24904 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 11/4/19 CITY SUBMITTAL 12/12/19 CITY RESUBMITTAL 01/22/20 CITY RESUBMITTAL DRAWN BY:JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY DATE DESCRIPTION LANDSCAPE PLAN Ll 0 ■ 0 COPYRIGHT CIVIL SITE GROUP INC. REQUIRED LANDSCAPE CALCULATIONS: ISLAND TREES 1 PER ISLAND X 10 ISLANDS 10 10 25% X TOTAL ISLAND SF = 2565 X 25% = 641.25 SF REQ'D; ASSUME 3' DIA. SHRUB TYP. = 7 SF; 532.5 / ISLAND SHRUBS 7 = 76 (3' DIA. SHRUBS) 76 76 PERIMETER VEHICULAR USE REQUIREMENTS 8 ACI PER 100 LF OF LANDSCAPE STRIP = 243 LF / OV ERSTORY TREES 100 = 2.43 X 8 = 19.44 / 2 ACI = 9.72 9.72 10 EXISTING ON-SITE TREES EXISTING TREES TOTALTREES EXISTING 25 TOTAL TREES REMOVED 24 TOTALTREES REMAINING (CREDIT) 1 1 VEHICULAR USE AREA LANDSCAPE CALCS INTERIOR PARKING REQUIREMENTS ISLANDS (ISLAND N, TOTAL REQUIRED 1 REQUIRED LANDSCAPE CALCULATIONS (ZONE: PUD- (ASSUME 2" CAL. TOTAL PROVIDED "ALL OTHER RESIDENTIAL") FORMULAS EA. AT INSTALL) (EA.) SITE LANDSCAPING REQUIREMENTS (MULTI -FAMILY (5+ UNITS)) 5 390 REQ'D: 16 ACI CANOPY TREES (3 EVERGREEN) PER 1 ACRE & 2 SHRUBS PER 10' PROPOSED BLDG. PERIMETER 225 2.77 ACRES X 16 ACI = 44/ 2 CAL. IN. EA. = 22 - 8 195 8 REQ'D OVERSTORY TREES EVRGRN 14 14 REQ'D EVERGREEN TREES 8 REQ'D 8 8 tEQ'D SHRUBS (AROUND PROPOSED BLDG. PERIMETER)* 1000 LF / 10= 100 X 2 200 200 *Existing Buildings already include foundation/perimeter plantings; no additional counts 612-615-0060 PERIMETER BUFFER REQUIREMENTS (ALL OTHER RESIDENTIAL) *DOES NOT COUNT TOWARDS TOTAL SITE LANDSCAPING REQUIREMENTS NORTH BOUNDARY (B-4): TYPE B, OPTION 2 BUFFER (218 LF) - excludes drive aisles OVERSTORY 218 LF /100 LF = 2.18 X 2 ACI = 4.36 / 2 ACI 2.18 2 UNDERSTORY 14 ACI X 2.18 = 30.52 ACI = 15.26 15.26 15 SHRUB 35X 2.18 76.3 76 SOUTH BOUNDARY (B-4): TYPE B, OPTION 2 BUFFER (350 LF) OVERSTORY 350 LF / 100 LF =3.5 X 2 3.5 4 UNDERSTORY 14 ACI X3.50=49ACI /2=24.5 24.5 25 SHRUB 35 X 3.5 123 123 WEST BOUNDARY (B-4): TYPE B, OPTION 2 BUFFER (330 LF) OVERSTORY 330/100 LF=3.30X2ACI =6.6/2=3.3 3.3 3 UNDERSTORY 14 ACI X3.30=46.2/2ACI =23.1 23.1 23 SHRUB 35X 3.30 115.5 116 EAST BOUNDARY (R-3): N/A, NO BUFFER REQ'D* (380 LF) 5. *Overflow Perimeter Buffer Plants added to East Boundary from North & West Perimeter �• TOTAL PERIMETER BUFFER COUNTS (N,E,S,W COMBINED) METERING FACILITIES. TOTAL OV ERSTORY TREES (N, E, S, W) - see above - 8.98 9 TOTAL UN DERSTORY TREES (N, E, S, W) - see above - 62.86 63 TOTAL SHRUBS (N, E, S, W) - see above - 314.8 315 VEHICULAR USE AREA LANDSCAPING (COUNTS TOWARDS TOTAL SITE LANDSCAPING REQUIREMENTS) INTERIOR PARKING REQUIREMENTS 8. ISLAND TREES 1 PER ISLAND X 10 ISLANDS 10 10 25% X TOTAL ISLAND SF = 2565 X 25% = 641.25 SF REQ'D; ASSUME 3' DIA. SHRUB TYP. = 7 SF; 532.5 / ISLAND SHRUBS 7 = 76 (3' DIA. SHRUBS) 76 76 PERIMETER VEHICULAR USE REQUIREMENTS 8 ACI PER 100 LF OF LANDSCAPE STRIP = 243 LF / OV ERSTORY TREES 100 = 2.43 X 8 = 19.44 / 2 ACI = 9.72 9.72 10 EXISTING ON-SITE TREES EXISTING TREES TOTALTREES EXISTING 25 TOTAL TREES REMOVED 24 TOTALTREES REMAINING (CREDIT) 1 1 VEHICULAR USE AREA LANDSCAPE CALCS INTERIOR PARKING REQUIREMENTS ISLANDS (ISLAND N, SF OF EACH ISLAND 1 215 2 225 3 205 4 640 5 390 6 225 7 195 8 90 9 195 10 185 TOTAL SF OF ISLANDS 2565 / / - FACE OF BUILDING, WALL, OR STRUCTURE 18" - VERIFY W/ PLAN --T SLOPE - MIN. 2%, MAX. 5:1 MIN. 3" LAYER OF ROCK MULCH AS SPECIFIED. PROVIDE SAMPLE TO / VERIFY W/ GRADING PLAN LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION / FINISHED GRADE -11 I_ STAKED LANDSCAPE EDGER AS SPECIFIED, SEE MANUFACTURER'S INSTRUCTIONS AND SPECS. FOR INSTALLATION AND PLACEMENT WATER PERMEABLE GEOTEXTILE FABRIC AS SPECIFIED /�I I II I II I I I I I COMPACTED SUBGRADE i 0 AGGREGATE MAINTANENCE STRIP NTS PRUNE AS FIELD DIRECTED BY THE LANDSCAPE ARCHITECT TO IMPROVE APPEARANCE (RETAIN NORMAL TREE SHAPE) THREE 2"X4"X8' WOODEN STAKES, STAINED BROWN WITH TWO STRANDS OF WIRE TWISTED TOGETHER. STAKES SHALL BE PLACED AT 120° TO ONE ANOTHER. WIRE SHALL BE THREADED THROUGH NYLON STRAPPING WITH GROMMETS. ALTERNATE STABILIZING METHODS MAY BE PROPOSED BY CONTRACTOR. TRUNK FLARE JUNCTION: PLANT TREE V-2" ABOVE EXISTING GRADE COMPACT BOTTOM OF PIT, TYP. CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL. IF NON -BIODEGRADABLE, REMOVE COMPLETELY BACKFILL AS SPECIFIED MULCH TO OUTER EDGE OF SAUCER OR TO EDGE OF PLANTING BED, IF APPLICABLE. ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE NOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROM PLANT TRUNK EXISTING GRADE SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF PLANTING BED RULE OF THUMB - MODIFY EXCAVATION BASED ON LOCATION OF PLANT MATERIAL AND DESIGN OF BEDS THREE TIMES WIDTH�OR OVERALL PLANT PLACEMENT OF ROOTBALL 2 DECIDUOUS & CONIFEROUS TREE PLANTING NTS PRUNE AS FIELD DIRECTED BY THE LANDSCAPE ARCHITECT TO IMPROVE APPEARANCE (RETAIN NORMAL SHAPE FOR SPECIES) PLANT TOP OF ROOTBALL 1-2" ABOVE ABOVE SURROUNDING GRADE ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE NOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROM PLANT TRUNK ROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TO ENSURE PROPER BACKFILL -TO -ROOT CONTACT EXISTING GRADE SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF PLANTING BED BACKFILL AS PER SPECIFICATION - DO NOT EXCAVATE BELOW ROOTBALL. �I I -III -1-1-1-I I� RULE OF THUMB - MODIFY EXCAVATION BASED ON THREE TIMES WIDTH- LOCATION OF PLANT MATERIAL AND DESIGN OF BEDS OF ROOTBALL OR OVERALL PLANT PLACEMENT 3 DECIDUOUS & CONIFEROUS SHRUB PLANTING NTS IRRIGATION NOTES: (CA"V�"0�0�e 1. ENTIRE SITE SHALL BE FULLY IRRIGATED. THE CONTRACTOR SHALL SUBMIT IRRIGATION SHOP DRAWINGS FOR REVIEW (771 Q (C�) U FP 314.8 AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. Civil Engineering . Surveying - Landscape Architecture 2. SEE MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS FOR IRRIGATION WATER, METER, AND POWER 4931 W. 35th Street, Suite 200 CONNECTIONS. St. Louis Park, MN 55416 3. CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND/ABOVE GROUND FACILITIES PRIOR TO ANY civilsitegroup.com 612-615-0060 EXCAVATION/INSTALLATION. ANY DAMAGE TO UNDERGROUND/ABOVE GROUND FACILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND COSTS ASSOCIATED WITH CORRECTING DAMAGES SHALL BE BORNE ENTIRELY BY THE CONTRACTOR. IrkFIRM GROIJNE) 4. SERVICE EQUIPMENT AND INSTALLATION SHALL BE PER LOCAL UTILITY COMPANY STANDARDS AND SHALL BE PER NATIONAL AND LOCAL CODES. EXACT LOCATION OF SERVICE EQUIPMENT SHALL BE COORDINATED WITH THE LANDSCAPE ARCHITECT OR EQUIVALENT AT THE JOB SITE. 5. CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANY FOR THE PROPOSED ELECTRICAL SERVICE AND �• METERING FACILITIES. 6. IRRIGATION WATER LINE CONNECTION SIZE IS 1%" AT BUILDING. VERIFY WITH MECHANICAL PLANS.COVAGE. 7. ALL MAIN LINES SHALL BE 18" BELOW FINISHED GRADE. 8. ALL LATERAL LINES SHALL BE 12" BELLOW FINISHED GRADE. 9. ALL EXPOSED PVC RISERS, IF ANY, SHALL BE GRAY IN COLOR. G 10. CONTRACTOR SHALL LAY ALL SLEEVES AND CONDUIT AT 2'-0" BELOW THE FINISHED GRADE OF THE TOP OF PAVEMENT. EXTEND SLEEVES TO 2'-0" BEYOND PAVEMENT. 11. CONTRACTOR SHALL MARK THE LOCATION OF ALL SLEEVES AND CONDUIT WITH THE SLEEVING MATERIAL "ELLED" TO 2'-0" ABOVE FINISHED GRADE AND CAPPED. 12. FABRICATE ALL PIPE TO MANUFACTURE'S SPECIFICATIONS WITH CLEAN AND SQUARE CUT JOINTS. USE QUALITY GRADE PRIMER AND SOLVENT CEMENT FORMULATED FOR INTENDED TYPE OF CONNECTION. 13. BACKFILL ALL TRENCHES WITH SOIL FREE OF SHARP OBJECTS AND DEBRIS. N 14. ALL VALVE BOXES AND COVERS SHALL BE BLACK IN COLOR. Uj co LO 15. GROUP VALVE BOXES TOGETHER FOR EASE WHEN SERVICE IS REQUIRED. LOCATE IN PLANT BED AREAS WHENEVER N LO POSSIBLE. M Z 16. IRRIGATION CONTROLLER LOCATION SHALL BE VERIFIED ON-SITE WITH OWNER'S REPRESENTATIVE. LO LO 17. CONTROL WIRES: 14 GAUGE DIRECT BURIAL, SOLID COPPER IRRIGATION WIRE. RUN UNDER MAIN LINE. USE 00 MOISTURE -PROOF SPLICES AND SPLICE ONLY AT VALVES OR PULL BOXES. RUN SEPARATE HOT AND COMMON WIRE TO j W EACH VALVE AND ONE (1) SPARE WIRE AND GROUND TO FURTHEST VALVE FROM CONTROLLER. LABEL OR COLOR CODE W ALL WIRES. J M 00 g 18. AVOID OVER SPRAY ON BUILDINGS, PAVEMENT, WALLS AND ROADWAYS BY INDIVIDUALLY ADJUSTING RADIUS OR ARC U J Z 0 ON SPRINKLER HEADS AND FLOW CONTROL ON AUTOMATIC VALVE. J 19. ADJUST PRESSURE REGULATING VALVES FOR OPTIMUM PRESSURE ON SITE. Z W Y 20. USE SCREENS ON ALL HEADS.O 0 Q 21. A SET OF AS -BUILT DRAWINGS SHALL BE MAINTAINED ON-SITE AT ALL TIMES IN AN UPDATED CONDITION. J 22. ALL PIPE 3" AND OVER SHALL HAVE THRUST BLOCKING AT EACH TURN. Ur 23. ALL AUTOMATIC REMOTE CONTROL VALVES WILL HAVE 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL UNDERNEATH W m Q� VALVE AND VALVE BOX. GRAVEL SHALL EXTENT 3" BEYOND PERIMETER OF VALVE BOX. 0 m 24. THERE SHALL BE 3" MINIMUM SPACE BETWEEN BOTTOM OF VALVE BOX COVER AND TOP OF VALVE STRUCTURE. J W FM O O Z0 o U Lu O d I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. C Patrick J. Sarver DATE 11/04/19 LICENSE NO. 24904 / PLANT TOP OF ROOTBALL 1-2" ABOVE ABOVE SURROUNDING GRADE ISSUE/SUBMITTAL SUMMARY ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE DATE DESCRIPTION NOTES AND PLAN NOTES FOR MULCH TYPE. KEEP 11/4/19 CITY SUBMITTAL a MULCH MIN. 2" FROM PLANT STEM 12/12/19 CITY RESUBMITTAL ROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TO 01/22/20 CITY RESUBMITTAL ENSURE PROPER BACKFILL -TO -ROOT CONTACT EXISTING GRADE -I-I �- SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF PLANTING BED BACKFILL AS PER SPECIFICATION DO NOT EXCAVATE BELOW ROOTBALL. - - -III-III -III-III I I MODIFY EXCAVATION BASED ON LOCATION OF PLANT III -1 I I-1 -1 I I-1 I I-1 I I� SIZE VARIES MATERIAL AND DESIGN OF BEDS OR OVERALL PLANT SEE LANDSCAPE PLAN PLACEMENT REQUIRED LANDSCAPE CALCULATIONS TOTALS: 4 PERENNIAL BED PLANTING NTS (TOTAL SITE COUNTS OVERSTORY TREES (TOTAL SITE REQ'D) PERIMETER BUFFER OVERSTORY TREES TOTAL EX I STING TREES (CREDIT) TOTAL OVERSTORY TREES REQ'D (TOTAL EVERGREEN TREES TOTAL UNDERSTORY TREES (SHRUBS (SITE REQ'D) PERIMETER BUFFER SHRUBS TOTAL SHRUBS REQ'D REQUIRED PROVIDED 5.72 6 8.98 9 13.7 14 8 8 62.86 63 276 300 314.8 315 590.8 615 DRAWN BY:JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY DATE DESCRIPTION LANDSCAPE PLAN 000NOTES & DETAILS � Know what's below. 0111 before you dig. L 1 ■ 1/22/2020 1:16:32 PM © COPYRIGHT CIVIL SITE GROUP INC. 155207001010 a / / / tl ' �� - I SM � j� / / u_ n F1, 4" LOC a ° /e / $ Lam=965.01 / v'� Property Address / / // lit / / .; 646_,\95 0 / /5 SAN s 2.0 9320 CEDAR ST °� °/ ° ° / / 4 ► r �°� sF ,' /� MONTI CEEEO it 966 8" SAN -'— I / / SO rn 4 / o �j0 r,Q� gyp) �@ �� I I 966 E jQ a� I o //�) O 7 �, l � / O o° J / / 4tZVI d % < zj/ /^^�f CN RACTO PR��/�/ / _ / / /♦PL RO BION l I 9655 ro / QF j -'` / / ; 11/ 4» O NSTR A SO a / / �/ I 1 1 CR l ° TN+ / T / CJ / /j 1 qg qp p PB �\ 12 0% / � � , j ° 96.16 , / / / . • � rn pCl � k CO / / ; � C) / / 9 ♦ ♦ / �O INLEl1 PFA,TE6T 6Ale / ToII�TYP \ I � d° ♦ V 8 S9 21. it it it Ir � / / / • ;••• z3 � i // /N i 155 it dim=ss4.os/ / 110 / / s ••••• • 1 rn / / // (p o �o / p _ a �� 0 49 23"6 / I I 67 4Q / T. 966.721 11 RS!C, ,0 /,„m.104rn 2 X') 94 l/11l1 X 96 , co co�O L0 X / / / / / co 1 / \ / / rn a / 13" OAK Z /o/ X X965 v 8" PIN Z a rn rA / r- i\ i\ /N r- A l —l— r- r� / X /-< / /-- /\/ / /-- Frl / / `. </ /-- / » v / 17" PIN Z/ 6" SPRZ I I /n 95eJ6 "\ V L 1 / \/ ♦/ l/V L— �/ ♦/ ,� \/ L— l V l L— l I Rim 06g'S / X 5" H Z CONSTRUCTION LIMITS / / // �/ // 5 nai I / 1 4" BAS Z X96 /�� `V s" BAs z / PERIMETER EROSION t",0, �66,v // / / I CONTROL AT / ( g(ainage /bnd UtiI Its//basement Over 6" SPA z ///I � / CONSTRUCTION of / t1 of A der I a t 1 1 _ i / / 1,, LIMITS, TYP. 0 II ( /� � � � � r BR ' � im=963.03 4" MAP Z 6" SPR Z I/ SMH r BR l 411=963.80 l nv 0)INLET1 Xg6 // // I INLET PROTECTION AT �� (1-P ("• e� I / % / 6" SPR Z I I 1 1\ � / // � CATCH BASINS BEING g / REMOVED/r 5" SPR Z � / / °c'D o0 \° X 06 -o p J, / ° / / / / \ X / / I I 01 960 5" SPR Z ssi�o / / I I �� 1 \ / / �i bl,// /1 I I�� \\ \�� 1 \ \ / / 1 5" SRR/ z / 96\ \\ 11 \ \ \\ 96\e \ \ X 52 / / I / / / / / ❑ \ \ 5" SPR Z� 965 I l rn \ 5" SPR / / 964 ------ --�/ // i�/ X °6, 0 / C5� / \ \\ \`----------it �X°i / 5"/SPR Z / co / / / / / / / 963 - // i l / -l- l l 1/ n r r -N l -/ �" l l rn l l / / /- / / �ti x l l- -1 I /_ 1 / l l l l l/ l I 15" SA z N9---- 962 Xl l l /-1 L/ L/ l y l 1 1 e6 ---------- 961--/ 5 / I I 5 SPR I I / J /'♦/ / V / �,l I / x / I o6�. / • , / / / _ 4. I l i v \ / l v 1�5� l I • / / I/ I 1 I �� \ l \\ l /l I • / / v 1 5" SPRZ 596 SPR Z X / I X g5g 81 c a° X o,62 JJ 4" SPR Z I I 1 / 959.60 / � � � �\ � ♦ I zee A\ 959.57 \ / X vJ 4" SPR Z I 41)p5 X \ ` 1 / 66 �� r BR * i // )/ 9 �N Vim =963. ♦ // 9596 \% ha$ \\ \\ �\\ LL 4" SPR Z / / INFILTRATION BASIN 1 Rim=963.73 \ // / BOT=954.33 \ � � / TOP=957.33 EOF=958.33 100 -YR HWL=957.70 \\ - I / ♦ VOL -(954.33-956.13)-10,941 CF EOF 958.33 ` �' f / VOL=(956.13-957.33)=20,298 CF SWPPP NOTES: 1. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIRE AN MPCA NPDES PERMIT. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY EROSION CONTROL PERMITS REQUIRED BY THE CITY. 2. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROL NOTES, DESCRIPTIONS, AND PRACTICES. 3. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION CONTROL NOTES. 4. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION, INSPECTIONS, AND COMPLIANCE WITH NPDES PERMIT. CITY OF MONTICELLO EROSION CONTROL NOTES: 1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES. ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, AND MEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUM REQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURING THE COURSE OF CONSTRUCTION. LEGEND: -------- 1125 -------- EX. 1' CONTOUR ELEVATION INTERVAL 1137 1.0' CONTOUR ELEVATION INTERVAL DRAINAGE ARROW ■mmmmmmmmmmm``mmmmmmm■ SILT FENCE / BIOROLL - GRADING LIMIT ■ ■ INLET PROTECTION STABILIZED CONSTRUCTION ENTRANCE K/— �zz7:� EROSION CONTROL BLANKET 0�0 �p0 Know what's below. Call before you dig. Ag�l 1 " = 30'-0" 15'-0" 0 30'-0" 1/22/2020 1:16:37 PM (CROURO SRO�e C7 m (CD M p Civil Engineering ^ Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 FIRM GROUND architects & c:ngYnc.e,s Cl) FM z W N co NL0(. M L0 L L0Z z O J Q O� LU U a J J W M _ � QJ U J O O W 0O �a J J J m W o `� o m V J LU — FM U) 0O ZO o LU U 2 O I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. /2P1 1MMthew R. Pavek DATE 11/04/19 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 11/4/19 CITY SUBMITTAL 12/12/19 CITY RESUBMITTAL 01/22/20 CITY RESUBMITTAL DRAWN BY:JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY DATE DESCRIPTION SWPPP - EXISTING CONDITIONS swi 0 ■ 0 COPYRIGHT CIVIL SITE GROUP INC. Property Address It 9320 CEDAR ST MONTI CELLO ItIt �y01 ©a� , 0) It TNY= 96.16 It Id It / �► e ' It / f � / 964.06/ 4 v CONSTRUCTION LIMITS I / I INLET PROTECTION AT CATCH BASINS, TYP I VV I I 0p a / §01:1 0// 6 y°' sse \\ 43 x< I I 963 O sss \sss 967 �h� / 964 \ x ao ,y I/ I \ 96025 x x v v v X EC F� 33 95922 � \ �,\ I , \ \ x 960 \ _ ksMH,�-- 4" LOC / �=965.01 / ,�nv=ssz.00 \ / I I I 'PERIMETER EROSION CONTROLAT CONSTRUCTION LIMITS, TYP. SMH Rim=863.80 1n, over pg• deep iN S E INFILTRATION BASIN 1 BOT=954.33 TOP=957.33 EOF=958.33 100 -YR HWL=957.70 VOL=(954.33-956.13)=10,941 CF VOL=(956.13-957.33)=20,298 CF r 4. > 1 V SWPPP NOTES: 1. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIRE AN MPCA NPDES PERMIT. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY EROSION CONTROL PERMITS REQUIRED BY THE CITY. 2. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROL NOTES, DESCRIPTIONS, AND PRACTICES. 3. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION CONTROL NOTES. 4. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION, INSPECTIONS, AND COMPLIANCE WITH NPDES PERMIT. CITY OF MONTICELLO EROSION CONTROL NOTES: 1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES. ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, AND MEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUM REQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURING THE COURSE OF CONSTRUCTION. LEGEND: ----- 1125-- EX. 1' CONTOUR ELEVATION INTERVAL 1137 1.0' CONTOUR ELEVATION INTERVAL DRAINAGE ARROW ■��``��■ SILT FENCE/BIOROLL- GRADING LIMIT INLET PROTECTION STABILIZED CONSTRUCTION ENTRANCE K-7zz- zz_ 2� EROSION CONTROL BLANKET 1�0 Know what's below. Call before you dig. Q 1 " = 30'-0" 15'-0" 0 30'-0" 1/22/2020 1:16:40 PM (CROUHO SRO�e C7 m (CD M p Civil Engineering , Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 U W O FIRM GROUND architects & c:ngYnc.e,s z LU a a a 0 J J W U H Z O 2 N CO c'7 L0 CU') G O J LUU z G J m O U U) N CO M L0 L0 00 I.L LU MW 2 W z J p J W LL a_ LLJm LUJ J 0 O O T— I I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Ma7t-hew R. Pavek DATE 11/04/19 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 11/4/19 CITY SUBMITTAL 12/12/19 T 01/22/20 CITY RESUBMITTAL INFILTRATION BASIN 1 BOT=954.33 TOP=957.33 EOF=958.33 100 -YR HWL=957.70 VOL=(954.33-956.13)=10,941 CF VOL=(956.13-957.33)=20,298 CF r 4. > 1 V SWPPP NOTES: 1. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIRE AN MPCA NPDES PERMIT. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY EROSION CONTROL PERMITS REQUIRED BY THE CITY. 2. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROL NOTES, DESCRIPTIONS, AND PRACTICES. 3. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION CONTROL NOTES. 4. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION, INSPECTIONS, AND COMPLIANCE WITH NPDES PERMIT. CITY OF MONTICELLO EROSION CONTROL NOTES: 1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES. ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, AND MEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUM REQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURING THE COURSE OF CONSTRUCTION. LEGEND: ----- 1125-- EX. 1' CONTOUR ELEVATION INTERVAL 1137 1.0' CONTOUR ELEVATION INTERVAL DRAINAGE ARROW ■��``��■ SILT FENCE/BIOROLL- GRADING LIMIT INLET PROTECTION STABILIZED CONSTRUCTION ENTRANCE K-7zz- zz_ 2� EROSION CONTROL BLANKET 1�0 Know what's below. Call before you dig. Q 1 " = 30'-0" 15'-0" 0 30'-0" 1/22/2020 1:16:40 PM (CROUHO SRO�e C7 m (CD M p Civil Engineering , Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 U W O FIRM GROUND architects & c:ngYnc.e,s z LU a a a 0 J J W U H Z O 2 N CO c'7 L0 CU') G O J LUU z G J m O U U) N CO M L0 L0 00 I.L LU MW 2 W z J p J W LL a_ LLJm LUJ J 0 O O T— I I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Ma7t-hew R. Pavek DATE 11/04/19 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 11/4/19 CITY SUBMITTAL 12/12/19 CITY RESUBMITTAL 01/22/20 CITY RESUBMITTAL DRAWN BY:JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY DATE DESCRIPTION SWPPP - PROPOSED CONDITIONS swi ■ © COPYRIGHT CIVIL SITE GROUP INC. ^"ERFLOW IC 1/ OF THE CURB X HEIGHT ERFLOW AT TOP OF TER ASSEMBLY ]STING CURB, PLATE, BOX, JD GRATE -TER ASSEMBLY DIAMETER, 6" J -GRADE 10" AT LOW POINT GH -FLOW FABRIC NO I ES: 1. REPLACE INLET GRATE UPON COMPLETE INSTALLATION OF INLET PROTECTION FABRIC. 2. CONTRACTOR SHALL REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE SURFACE OF THE SYSTEM AFTER EACH STORM EVENT AND AT THE COMPLETION OF THE CONTRACT. 3. REFERENCE APPLE VALLEY STANDARD PLATE ERO-4C. 0 CURB INLET FILTER NTS TO CONSTRUCTION AREA TO CONSTRUCTION AREA FINISHED - GRADE 30' FROM EDGE OF ROAD TO FRONT OF SPEED BUMP A z ` I PLAN 6" MIN CRUSHED STONE 75' MINIMUM -GEOTEXTILE FILTER CAooir' 4" HIGH, 18" WIDE Q 0 Q NO L.L 0 W m U) 0 z z U) X W EXISTING UNDISTURBED ROADWAY PROFILE NOTES: 1. PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND UNDISTURBED ROADWAY. 2. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO UNDISTURBED ROADWAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ADDING STONE TO THE LENGTH OF THE ENTRANCE. 3. REPAIR AND CLEANOUT MEASURES USED TO TRAP SEDIMENT. 4. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO UNDISTURBED ROADWAY SHALL BE REMOVED AS DIRECTED BY THE ENGINEER. 5. FINAL LOCATION AND INSTALLATION SHALL BE COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION ACTIVITIES. 6. CRUSHED STONE SHALL BE 1-1/2" DIA. CLOSE GRADED, AND IN ACCORDANCE TO MNDOT SECTION 2118. 2 STABILIZED CONSTRUCTION ACCESS NTS 'B' TAMP THE TRENCH FULL OF SOIL. 'A' BURY THE TOP END OF THE SECURE WITH ROW OF STAPLES, MATTING IN A TRENCH 4" OR 10" SPACING, 4" DOWN FROM MORE IN DEPTH TRENCH rr r r r r r r rr rr r 'C' OVERLAP: BURY UPPER END OF LOWER STRIP AS IN 'A' AND'B'. OVERLAP END OF rr 'E' OVERFALL TOP STRIP 4" AND STAPLE. rrrr r rr f r �� rrrr r NOTE: 1. PLACE STAPLES 2 FEET APART TO 'D' EROSION STOP: FOLD OF MATTING KEEP MATTING FIRMLY PRESSED TO BURIED IN SILT TRENCH AND SOIL. TAMPED. DOUBLEROW OF STAPLES. 1/ PLACE STAPLES 2 FEET APART - TYPICAL STAPLE #8 CD TO KEEP MATTING FIRMLY GAUGE WIRE PRESSED TO SOIL. 3 EROSION BLANKET NTS ILTER FABRIC AS SPECIFIED ILLER AS SPECIFIED FILL UPSTREAM BASE EDGE WITH EXISTING GROUND 2" OF DIRT OR COMPOST TO SURFACE z EMBED ROLL. DIRECTION OF FLOW 00 _ 1 -III -III- III-III=IIIEEIIIEEIII-11 WOODEN STAKES 1/2"X2"X16" MIN. PLACED 10' O.C. WHEN INSTALLED ON GROUND. IF INSTALLED ON PVMT. PROVIDE SANDBAGS BEHIND AND ON TOP AT MIN. 10' O.C. NOTE: 1. COMPOST FILTER LOGS (BIO ROLLS) SHALL BE FILTREXX EROSION CONTROL SOXX OR APPROVED EQUAL. 2. COMPOST FILLER TO BE MADE FROM A COMPOST BLEND 30%-40% GRADE 2 (SPEC 3890) AND 60%-70% PARTIALLY DECOMPOSED WOOD CHIPS, PER MNDOT SPEC 3897. 3. FILTER FABRIC SHALL BE GEOTEXTILE KNITTED MATERIAL WITH MAX. OPENINGS OF 3/811 . 4. IF MULTIPLE ROLLS NEEDED, OVERLAP BY MIN. 12" AT ENDS AND STAKE. 5. SILT SHALL BE REMOVED ONCE IT REACHES 80% OF THE HEIGHT OF THE ROLL OR AS DEEMED NECESSARY BY SITE CONTRACTOR TO MAINTAIN PROPER FUNCTION. 4 SEDIMENT BIO -ROLL / COMPOST FILTER LOG NTS N FILTER FABRIC WITH WIRE SUPPORT NET AS SPECIFIED. METAL POST AS SPECIFIED. (C070 �R00�e� (zF] (CD UY) Civil Engineering ^ Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 SUPPORT NET: 12 GAUGE 4" x 4" FILTER FABRIC AS SPECIFIED SECURE WIRE HOOKED ONTO TO WIRE SUPPORT NET WITH METAL PREFORMED CHANNELS ON CLIPS 12"O.C. POSTS AS SPECIFIED. N ANCHOR FABRIC WITH EXISTING GROUND SOIL, TAMP BACKFILL SURFACE I DIRECTION OF FLOW i CARRY WIRE SUPPORTNET T DOWN INTO TRENCH �I N z y 6" METAL POSTS 8'-0" O.C. MAX. LLUU SEDIMENT FENCE ° 5 NTS 1/22/20201:16:41 PM FIRM GROUND cl) z LU 50a am a z O (N CO (y) L0 Li) O J LUU Z J m J O U U) N CO M L0 L0 Z 1' � 0 O LL LU W 2 Z J W a_ LLJ o� m J J LUO O O T_ I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. /2P1 1MMthew R. Pavek DATE 11/04/19 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 11/4/19 CITY SUBMITTAL 12/12/19 CITY RESUBMITTAL 01/22/20 CITY RESUBMITTAL DRAWN BY:JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY DATE DESCRIPTION SWPPP - DETAILS SW1 02 0 COPYRIGHT CIVIL SITE GROUP INC. GENERAL SWPPP REQUIREMENTS AND NOTES: THE CONTRACTOR AND ALL SUBCONTRACTORS INVOLVED WITH A CONSTRUCTION ACTIVITY THAT DISTURBS SITE SOIL OR WHO IMPLEMENT A POLLUTANT CONTROL MEASURE IDENTIFIED IN THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) MUST COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT (DATED AUGUST 1, 2018 # MNR100001) AND ANY LOCAL GOVERNING AGENCY HAVING JURISDICTION CONCERNING EROSION AND SEDIMENTATION CONTROL. STORMWATER DISCHARGE DESIGN REQUIREMENTS SWPPP THE NATURE OF THIS PROJECT WILL BE CONSISTENT WITH WHAT IS REPRESENTED IN THIS SET OF CONSTRUCTION PLANS AND SPECIFICATIONS. SEE THE SWPPP PLAN SHEETS AND SWPPP NARRATIVE (ATTACHMENT A: CONSTRUCTION SWPPP TEMPLATE) FOR ADDITIONAL SITE SPECIFIC SWPPP INFORMATION. THE PLANS SHOW LOCATIONS AND TYPES OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BMP'S. STANDARD DETAILS ARE ATTACHED TO THIS SWPPP DOCUMENT. THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES IS AS FOLLOWS: 1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE 2. INSTALLATION OF SILT FENCE AROUND SITE 3. INSTALL ORANGE CONSTRUCTION FENCING AROUND INFILTRATION AREAS. 4. CLEAR AND GRUB FOR TEMPORARY SEDIMENT BASIN / POND INSTALL 5. CONSTRUCT TEMPORARY SEDIMENT BASIN / POND (SECTION 14) 6. CLEAR AND GRUB REMAINDER OF SITE 7. STRIP AND STOCKPILE TOPSOIL 8. ROUGH GRADING OF SITE 9. STABILIZE DENUDED AREAS AND STOCKPILES 10. INSTALL SANITARY SEWER, WATER MAIN STORM SEWER AND SERVICES 11. INSTALL SILT FENCE / INLET PROTECTION AROUND CB'S 12. INSTALL STREET SECTION 13. INSTALL CURB AND GUTTER 14. BITUMINOUS ON STREETS 15. FINAL GRADE BOULEVARD, INSTALL SEED AND MULCH 16. REMOVE ACCUMULATED SEDIMENT FROM BASIN / POND 17. FINAL GRADE POND / INFILTRATION BASINS (DO NOT COMPACT SOILS IN INFILTRATION AREAS.) 18. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED OR SOD/LANDSCAPING, REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL. RECORDS RETENTION: THE SWPPP ORIGINAL OR COPIES INCLUDING ALL CHANGES TO IT AND INSPECTIONS AND MAINTENANCE RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION BY THE PERMITTEE WHO HAS OPERATIONAL CONTROL OF THAT PORTION OF THE SITE. THE SWPPP CAN BE KEPT IN EITHER THE FIELD OFFICE OR IN AN ON SITE VEHICLE DURING NORMAL WORKING HOURS. ALL OWNER(S) MUST KEEP THE SWPPP, ALONG WITH THE FOLLOWING ADDITIONAL RECORDS, ON FILE FOR THREE (3) YEARS AFTER SUBMITTAL OF THE NOT AS OUTLINED IN SECTION 4. THIS DOES NOT INCLUDE ANY RECORDS AFTER SUBMITTAL OF THE NOT. 1. THE FINAL SWPPP; 2. ANY OTHER STORMWATER RELATED PERMITS REQUIRED FOR THE PROJECT; 3. RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION(SEE SECTION 11 INSPECTIONS AND MAINTENANCE); 4. ALL PERMANENT OPERATION AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDING ALL RIGHT OF WAY, CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUAL MAINTENANCE; AND 5. ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATER MANAGEMENT SYSTEMS. SWPPP IMPLEMENTATION RESPONSIBILITIES: 1. THE OWNER AND CONTRACTOR ARE PERMITTEE(S) AS IDENTIFIED BY THE NPDES PERMIT. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ON-SITE IMPLEMENTATION OF THE SWPPP, INCLUDING THE ACTIVITIES OF ALL OF THE CONTRACTOR'S SUBCONTRACTORS. 3. CONTRACTOR SHALL PROVIDE A PERSON(S) KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTION AND SEDIMENT CONTROL BMPS TO OVERSEE ALL INSTALLATION AND MAINTENANCE OF BMPS AND IMPLEMENTATION OF THE SWPPP. 4. CONTRACTOR SHALL PROVIDE PERSON(S) MEETING THE TRAINING REQUIREMENTS OF THE NPDES PERMIT TO CONDUCT INSPECTION AND MAINTENANCE OF ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS IN ACCORDANCE WITH THE REQUIREMENTS OF THE PERMIT. ONE OF THESE INDIVIDUALS MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON REQUEST BY MPGA. CONTRACTOR SHALL PROVIDE TRAINING DOCUMENTATION FOR THESE INDIVIDUAL(S) AS REQUIRED BY THE NPDES PERMIT. THIS TRAINING DOCUMENTATION SHALL BE RECORDED IN OR WITH THE SWPPP BEFORE THE START OF CONSTRUCTION OR AS SOON AS THE PERSONNEL FOR THE PROJECT HAVE BEEN DETERMINED. DOCUMENTATION SHALL INCLUDE: 4.1. NAMES OF THE PERSONNEL ASSOCIATED WITH THE PROJECT THAT ARE REQUIRED TO BE TRAINED PER SECTION 21 OF THE PERMIT. 4.2. DATES OF TRAINING AND NAME OF INSTRUCTOR AND ENTITY PROVIDING TRAINING. 4.3. CONTENT OF TRAINING COURSE OR WORKSHOP INCLUDING THE NUMBER OF HOURS OF TRAINING. 5. FOLLOWING FINAL STABILIZATION AND THE TERMINATION OF COVERAGE FOR THE NPDES PERMIT, THE OWNER IS EXPECTED TO FURNISH LONG TERM OPERATION AND MAINTENANCE (0 & M) OF THE PERMANENT STORM WATER MANAGEMENT SYSTEM. CONSTRUCTION ACTIVITY REQUIREMENTS SWPPP AMENDMENTS (SECTION 6): 1. ONE OF THE INDIVIDUALS DESCRIBED IN ITEM 21.2.A OR ITEM 21.2.6 OR ANOTHER QUALIFIED INDIVIDUAL MUST COMPLETE ALL SWPPP CHANGES. CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATION DESCRIBING HOW THE REPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS. 2. PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS HAVING A SIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER. 3. PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER INSPECTIONS OR INVESTIGATIONS BY THE SITE OWNER OR OPERATOR, USEPA OR MPCA OFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER OR THE DISCHARGES ARE CAUSING WATER QUALITY STANDARD EXCEEDANCES (E.G., NUISANCE CONDITIONS AS DEFINED IN MINN. R. 7050.0210, SUBP. 2) OR THE SWPPP IS NOT CONSISTENT WITH THE OBJECTIVES OF A USEPA APPROVED TMDL. BMP SELECTION AND INSTALLATION (SECTION 7): 1. PERMITTEES MUST SELECT, INSTALL, AND MAINTAIN THE BMPS IDENTIFIED IN THE SWPPP AND IN THIS PERMIT IN AN APPROPRIATE AND FUNCTIONAL MANNER AND IN ACCORDANCE WITH RELEVANT MANUFACTURER SPECIFICATIONS AND ACCEPTED ENGINEERING PRACTICES. EROSION PREVENTION (SECTION 8): 1. BEFORE WORK BEGINS, PERMITTEES MUST DELINEATE THE LOCATION OF AREAS NOT TO BE DISTURBED. 2. PERMITTEES MUST MINIMIZE THE NEED FOR DISTURBANCE OF PORTIONS OF THE PROJECT WITH STEEP SLOPES. WHEN STEEP SLOPES MUST BE DISTURBED, PERMITTEES MUST USE TECHNIQUES SUCH AS PHASING AND STABILIZATION PRACTICES DESIGNED FOR STEEP SLOPES (E.G., SLOPE DRAINING AND TERRACING). 3. PERMITTEES MUST STABILIZE ALL EXPOSED SOIL AREAS, INCLUDING STOCKPILES. STABILIZATION MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION WHEN CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN 14 CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY HAS CEASED. STABILIZATION IS NOT REQUIRED ON CONSTRUCTED BASE COMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES. STABILIZATION IS NOT REQUIRED ON TEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANIC COMPONENTS (E.G., CLEAN AGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) BUT PERMITTEES MUST PROVIDE SEDIMENT CONTROLS AT THE BASE OF THE STOCKPILE. 4. FOR PUBLIC WATERS THAT THE MINNESOTA DNR HAS PROMULGATED "WORK IN WATER RESTRICTIONS" DURING SPECIFIED FISH SPAWNING TIME FRAMES, PERMITTEES MUST COMPLETE STABILIZATION OF ALL EXPOSED SOIL AREAS WITHIN 200 FEET OF THE WATER'S EDGE, AND THAT DRAIN TO THESE WATERS, WITHIN 24 HOURS DURING THE RESTRICTION PERIOD. 5. PERMITTEES MUST STABILIZE THE NORMAL WETTED PERIMETER OF THE LAST 200 LINEAR FEET OF TEMPORARY OR PERMANENT DRAINAGE DITCHES OR SWALES THAT DRAIN WATER FROM THE SITE WITHIN 24 HOURS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE. PERMITTEES MUST COMPLETE STABILIZATION OF REMAINING PORTIONS OF TEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE AND CONSTRUCTION IN THAT PORTION OF THE DITCH TEMPORARILY OR PERMANENTLY CEASES. 6. TEMPORARY OR PERMANENT DITCHES OR SWALES BEING USED AS A SEDIMENT CONTAINMENT SYSTEM DURING CONSTRUCTION (WITH PROPERLY DESIGNED ROCK -DITCH CHECKS, BIO ROLLS, SILT DIKES, ETC.) DO NOT NEED TO BE STABILIZED. PERMITTEES MUST STABILIZE THESE AREAS WITHIN 24 HOURS AFTER THEIR USE AS A SEDIMENT CONTAINMENT SYSTEM CEASES 7. PERMITTEES MUST NOT USE MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSION PREVENTION PRACTICES WITHIN ANY PORTION OF THE NORMAL WETTED PERIMETER OF A TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALE SECTION WITH A CONTINUOUS SLOPE OF GREATER THAN 2 PERCENT. 8. PERMITTEES MUST PROVIDE TEMPORARY OR PERMANENT ENERGY DISSIPATION AT ALL PIPE OUTLETS WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER OR PERMANENT STORMWATER TREATMENT SYSTEM. 9. PERMITTEES MUST NOT DISTURB MORE LAND (I.E., PHASING) THAN CAN BE EFFECTIVELY INSPECTED AND MAINTAINED IN ACCORDANCE WITH SECTION 11. SEDIMENT CONTROL (SECTION 9): 1. PERMITTEES MUST ESTABLISH SEDIMENT CONTROL BMPS ON ALL DOWNGRADIENT PERIMETERS OF THE SITE AND DOWNGRADIENT AREAS OF THE SITE THAT DRAIN TO ANY SURFACE WATER, INCLUDING CURB AND GUTTER SYSTEMS. PERMITTEES MUST LOCATE SEDIMENT CONTROL PRACTICES UPGRADIENT OF ANY BUFFER ZONES. PERMITTEES MUST INSTALL SEDIMENT CONTROL PRACTICES BEFORE ANY UPGRADIENT LAND -DISTURBING ACTIVITIES BEGIN AND MUST KEEP THE SEDIMENT CONTROL PRACTICES IN PLACE UNTIL THEY ESTABLISH PERMANENT COVER. 2. IF DOWNGRADIENT SEDIMENT CONTROLS ARE OVERLOADED, BASED ON FREQUENT FAILURE OR EXCESSIVE MAINTENANCE REQUIREMENTS, PERMITTEES MUST INSTALL ADDITIONAL UPGRADIENT SEDIMENT CONTROL PRACTICES OR REDUNDANT BMPS TO ELIMINATE THE OVERLOADING AND AMEND THE SWPPP TO IDENTIFY THESE ADDITIONAL PRACTICES AS REQUIRED IN ITEM 6.3. 3. TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS DESIGNED AS PART OF A SEDIMENT CONTAINMENT SYSTEM (E.G., DITCHES WITH ROCK -CHECK DAMS) REQUIRE SEDIMENT CONTROL PRACTICES ONLY AS APPROPRIATE FOR SITE CONDITIONS. 4. A FLOATING SILT CURTAIN PLACED IN THE WATER IS NOT A SEDIMENT CONTROL BMP TO SATISFY ITEM 9.2 EXCEPT WHEN WORKING ON A SHORELINE OR BELOW THE WATERLINE. IMMEDIATELY AFTER THE SHORT TERM CONSTRUCTION ACTIVITY (E.G., INSTALLATION OF RIP RAP ALONG THE SHORELINE) IN THAT AREA IS COMPLETE, PERMITTEES MUST INSTALL AN UPLAND PERIMETER CONTROL PRACTICE IF EXPOSED SOILS STILL DRAIN TO A SURFACE WATER. 5. PERMITTEES MUST RE -INSTALL ALL SEDIMENT CONTROL PRACTICES ADJUSTED OR REMOVED TO ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES, IMMEDIATELY AFTER THE SHORT-TERM ACTIVITY IS COMPLETED. PERMITTEES MUST RE -INSTALL SEDIMENT CONTROL PRACTICES BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE SHORT-TERM ACTIVITY IS NOT COMPLETE. 6. PERMITTEES MUST PROTECT ALL STORM DRAIN INLETS USING APPROPRIATE BMPS DURING CONSTRUCTION UNTIL THEY ESTABLISH PERMANENT COVER ON ALL AREAS WITH POTENTIAL FOR DISCHARGING TO THE INLET. 7. PERMITTEES MAY REMOVE INLET PROTECTION FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN (E.G. STREET FLOODING/FREEZING) IS IDENTIFIED BY THE PERMITTEES OR THE JURISDICTIONAL AUTHORITY (E.G., CITY/COUNTY/TOWNSHIP/MINNESOTA DEPARTMENT OF TRANSPORTATION ENGINEER). PERMITTEES MUST DOCUMENT THE NEED FOR REMOVAL IN THE SWPPP. 8. PERMITTEES MUST PROVIDE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AT THE BASE OF STOCKPILES ON THE DOWNGRADIENT PERIMETER. 9. PERMITTEES MUST LOCATE STOCKPILES OUTSIDE OF NATURAL BUFFERS OR SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS UNLESS THERE IS A BYPASS IN PLACE FOR THE STORMWATER. 10. PERMITTEES MUST INSTALL A VEHICLE TRACKING BMP TO MINIMIZE THE TRACK OUT OF SEDIMENT FROM THE CONSTRUCTION SITE OR ONTO PAVED ROADS WITHIN THE SITE. 11. PERMITTEES MUST USE STREET SWEEPING IF VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT TRACKING ONTO THE STREET. 12. PERMITTEES MUST INSTALL TEMPORARY SEDIMENT BASINS AS REQUIRED IN SECTION 14. 13. IN ANY AREAS OF THE SITE WHERE FINAL VEGETATIVE STABILIZATION WILL OCCUR, PERMITTEES MUST RESTRICT VEHICLE AND EQUIPMENT USE TO MINIMIZE SOIL COMPACTION. 14. PERMITTEES MUST PRESERVE TOPSOIL ON THE SITE, UNLESS INFEASIBLE. 15. PERMITTEES MUST DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS UNLESS INFEASIBLE. 16. PERMITTEES MUST PRESERVE A 50 FOOT NATURAL BUFFER OR, IF A BUFFER IS INFEASIBLE ON THE SITE, PROVIDE REDUNDANT (DOUBLE) PERIMETER SEDIMENT CONTROLS WHEN A SURFACE WATER IS LOCATED WITHIN 50 FEET OF THE PROJECT'S EARTH DISTURBANCES AND STORMWATER FLOWS TO THE SURFACE WATER. PERMITTEES MUST INSTALL PERIMETER SEDIMENT CONTROLS AT LEAST 5 FEET APART UNLESS LIMITED BY LACK OF AVAILABLE SPACE. NATURAL BUFFERS ARE NOT REQUIRED ADJACENT TO ROAD DITCHES, JUDICIAL DITCHES, COUNTY DITCHES, STORMWATER CONVEYANCE CHANNELS, STORM DRAIN INLETS, AND SEDIMENT BASINS. IF PRESERVING THE BUFFER IS INFEASIBLE, PERMITTEES MUST DOCUMENT THE REASONS IN THE SWPPP. SHEET PILING IS A REDUNDANT PERIMETER CONTROL IF INSTALLED IN A MANNER THAT RETAINS ALL STORMWATER. 17. PERMITTEES MUST USE POLYMERS, FLOCCULANTS, OR OTHER SEDIMENTATION TREATMENT CHEMICALS IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES, DOSING SPECIFICATIONS AND SEDIMENT REMOVAL DESIGN SPECIFICATIONS PROVIDED BY THE MANUFACTURER OR SUPPLIER. THE PERMITTEES MUST USE CONVENTIONAL EROSION AND SEDIMENT CONTROLS PRIOR TO CHEMICAL ADDITION AND MUST DIRECT TREATED STORMWATER TO A SEDIMENT CONTROL SYSTEM FOR FILTRATION OR SETTLEMENT OF THE FLOC PRIOR TO DISCHARGE. DEWATERING AND BASIN DRAINING (SECTION 10): 1. PERMITTEES MUST DISCHARGE TURBID OR SEDIMENT -LADEN WATERS RELATED TO DEWATERING OR BASIN DRAINING (E.G., PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY OR PERMANENT SEDIMENT BASIN ON THE PROJECT SITE UNLESS INFEASIBLE. PERMITTEES MAY DEWATER TO SURFACE WATERS IF THEY VISUALLY CHECK TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED AND NUISANCE CONDITIONS (SEE MINN. R. 7050.0210, SUBP. 2) WILL NOT RESULT FROM THE DISCHARGE. IF PERMITTEES CANNOT DISCHARGE THE WATER TO A SEDIMENTATION BASIN PRIOR TO ENTERING A SURFACE WATER, PERMITTEES MUST TREAT IT WITH APPROPRIATE BMPS SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE SURFACE WATER OR DOWNSTREAM PROPERTIES. 2. IF PERMITTEES MUST DISCHARGE WATER CONTAINING OIL OR GREASE, THEY MUST USE AN OIL -WATER SEPARATOR OR SUITABLE FILTRATION DEVICE (E.G., CARTRIDGE FILTERS, ABSORBENTS PADS) PRIOR TO DISCHARGE. 3. PERMITTEES MUST DISCHARGE ALL WATER FROM DEWATERING OR BASIN -DRAINING ACTIVITIES IN A MANNER THAT DOES NOT CAUSE EROSION OR SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS OR INUNDATION OF WETLANDS IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS THAT CAUSES SIGNIFICANT ADVERSE IMPACT TO THE WETLAND. 4. IF PERMITTEES USE FILTERS WITH BACKWASH WATER, THEY MUST HAUL THE BACKWASH WATER AWAY FOR DISPOSAL, RETURN THE BACKWASH WATER TO THE BEGINNING OF THE TREATMENT PROCESS, OR INCORPORATE THE BACKWASH WATER INTO THE SITE IN A MANNER THAT DOES NOT CAUSE EROSION. INSPECTIONS AND MAINTENANCE (SECTION 11): 1. PERMITTEES MUST ENSURE A TRAINED PERSON, AS IDENTIFIED IN ITEM 21.2.6, WILL INSPECT THE ENTIRE CONSTRUCTION SITE AT LEAST ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 1/2 INCH IN 24 HOURS. 2. PERMITTEES MUST INSPECT AND MAINTAIN ALL PERMANENT STORMWATER TREATMENT BMPS. 3. PERMITTEES MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTION PREVENTION MANAGEMENT MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL NONFUNCTIONAL BMPS WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY UNLESS ANOTHER TIME FRAME IS SPECIFIED IN ITEM 11.5 OR 11.6. PERMITTEES MAY TAKE ADDITIONAL TIME IF FIELD CONDITIONS PREVENT ACCESS TO THE AREA. 4. DURING EACH INSPECTION, PERMITTEES MUST INSPECT SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS BUT NOT CURB AND GUTTER SYSTEMS, FOR EVIDENCE OF EROSION AND SEDIMENT DEPOSITION. PERMITTEES MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. PERMITTEES MUST COMPLETE REMOVAL AND STABILIZATION WITHIN SEVEN (7) CALENDAR DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. PERMITTEES MUST USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OF OBTAINING ACCESS. PERMITTEES ARE RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK IN SURFACE WATERS. 5. PERMITTEES MUST INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS, STREETS AND CURB AND GUTTER SYSTEMS WITHIN AND ADJACENT TO THE PROJECT FOR SEDIMENTATION FROM EROSION OR TRACKED SEDIMENT FROM VEHICLES. PERMITTEES MUST REMOVE SEDIMENT FROM ALL PAVED SURFACES WITHIN ONE (1) CALENDAR DAY OF DISCOVERY OR, IF APPLICABLE, WITHIN A SHORTER TIME TO AVOID A SAFETY HAZARD TO USERS OF PUBLIC STREETS. 6. PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL PERIMETER CONTROL DEVICES WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE DEVICE. 7. PERMITTEES MUST DRAIN TEMPORARY AND PERMANENT SEDIMENTATION BASINS AND REMOVE THE SEDIMENT WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME. 8. PERMITTEES MUST ENSURE THAT AT LEAST ONE INDIVIDUAL PRESENT ON THE SITE (OR AVAILABLE TO THE PROJECT SITE IN THREE (3) CALENDAR DAYS) IS TRAINED IN THE JOB DUTIES DESCRIBED IN ITEM 21.2.6. 9. PERMITTEES MAY ADJUST THE INSPECTION SCHEDULE DESCRIBED IN ITEM 11.2 AS FOLLOWS: a. INSPECTIONS OF AREAS WITH PERMANENT COVER CAN BE REDUCED TO ONCE PER MONTH, EVEN IF CONSTRUCTION ACTIVITY CONTINUES ON OTHER PORTIONS OF THE SITE; OR b. WHERE SITES HAVE PERMANENT COVER ON ALL EXPOSED SOIL AND NO CONSTRUCTION ACTIVITY IS OCCURRING ANYWHERE ON THE SITE, INSPECTIONS CAN BE REDUCED TO ONCE PER MONTH AND, AFTER 12 MONTHS, MAY BE SUSPENDED COMPLETELY UNTIL CONSTRUCTION ACTIVITY RESUMES. THE MPCA MAY REQUIRE INSPECTIONS TO RESUME IF CONDITIONS WARRANT; OR c. WHERE CONSTRUCTION ACTIVITY HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, INSPECTIONS MAY BE SUSPENDED. INSPECTIONS MUST RESUME WITHIN 24 HOURS OF RUNOFF OCCURRING, OR UPON RESUMING CONSTRUCTION, WHICHEVER COMES FIRST. 10. PERMITTEES MUST RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES WITHIN 24 HOURS OF BEING CONDUCTED AND THESE RECORDS MUST BE RETAINED WITH THE SWPPP. THESE RECORDS MUST INCLUDE: a. DATE AND TIME OF INSPECTIONS; AND b. NAME OF PERSONS CONDUCTING INSPECTIONS; AND c. ACCURATE FINDINGS OF INSPECTIONS, INCLUDING THE SPECIFIC LOCATION WHERE CORRECTIVE ACTIONS ARE NEEDED; AND d. CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES); AND e. DATE OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCHES IN 24 HOURS, AND THE AMOUNT OF RAINFALL FOR EACH EVENT. PERMITTEES MUST OBTAIN RAINFALL AMOUNTS BY EITHER A PROPERLY MAINTAINED RAIN GAUGE INSTALLED ONSITE, A WEATHER STATION THAT IS WITHIN ONE (1) MILE OF YOUR LOCATION, OR A WEATHER REPORTING SYSTEM THAT PROVIDES SITE SPECIFIC RAINFALL DATA FROM RADAR SUMMARIES; AND f. IF PERMITTEES OBSERVE A DISCHARGE DURING THE INSPECTION THEY MUST RECORD AND SHOULD PHOTOGRAPH AND DESCRIBE THE LOCATION OF THE DISCHARGE (I.E., COLOR, ODOR, SETTLED OR SUSPENDED SOLIDS, OIL SHEEN, AND OTHER OBVIOUS INDICATORS OF POLLUTANTS); AND g. ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION MUST BE DOCUMENTED AS REQUIRED IN SECTION 6 WITHIN SEVEN (7) CALENDAR DAYS. POLLUTION PREVENTION MANAGEMENT (SECTION 12): 1. PERMITTEES MUST PLACE BUILDING PRODUCTS AND LANDSCAPE MATERIALS UNDER COVER (E.G., PLASTIC SHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER. PERMITTEES ARE NOT REQUIRED TO COVER OR PROTECT PRODUCTS WHICH ARE EITHER NOT A SOURCE OF CONTAMINATION TO STORMWATER OR ARE DESIGNED TO BE EXPOSED TO STORMWATER. 2. PERMITTEES MUST PLACE PESTICIDES, FERTILIZERS AND TREATMENT CHEMICALS UNDER COVER (E.G., PLASTIC SHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER. 3. PERMITTEES MUST STORE HAZARDOUS MATERIALS AND TOXIC WASTE, (INCLUDING OIL, DIESEL FUEL, GASOLINE, HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOOD PRESERVATIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS) IN SEALED CONTAINERS TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MATERIALS MUST BE IN COMPLIANCE WITH MINN. R. CH. 7045 INCLUDING SECONDARY CONTAINMENT AS APPLICABLE. 4. PERMITTEES MUST PROPERLY STORE, COLLECT AND DISPOSE SOLID WASTE IN COMPLIANCE WITH MINN. R. CH. 7035. 5. PERMITTEES MUST POSITION PORTABLE TOILETS SO THEY ARE SECURE AND WILL NOT TIP OR BE KNOCKED OVER. PERMITTEES MUST PROPERLY DISPOSE SANITARY WASTE IN ACCORDANCE WITH MINN. R. CH. 7041. 6. PERMITTEES MUST TAKE REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKED CHEMICALS, INCLUDING FUEL, FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED INCLUDING THE USE OF DRIP PANS OR ABSORBENTS UNLESS INFEASIBLE. PERMITTEES MUST ENSURE ADEQUATE SUPPLIES ARE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS AND THAT AN APPROPRIATE DISPOSAL METHOD IS AVAILABLE FOR RECOVERED SPILLED MATERIALS. PERMITTEES MUST REPORT AND CLEAN UP SPILLS IMMEDIATELY AS REQUIRED BY MINN. STAT. 115.061, USING DRY CLEAN UP MEASURES WHERE POSSIBLE. 7. PERMITTEES MUST LIMIT VEHICLE EXTERIOR WASHING AND EQUIPMENT TO A DEFINED AREA OF THE SITE. PERMITTEES MUST CONTAIN RUNOFF FROM THE WASHING AREA IN A SEDIMENT BASIN OR OTHER SIMILARLY EFFECTIVE CONTROLS AND MUST DISPOSE WASTE FROM THE WASHING ACTIVITY PROPERLY. PERMITTEES MUST PROPERLY USE AND STORE SOAPS, DETERGENTS, OR SOLVENTS. 8. PERMITTEES MUST PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUT OPERATIONS (E.G., CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS) RELATED TO THE CONSTRUCTION ACTIVITY. PERMITTEES MUST PREVENT LIQUID AND SOLID WASHOUT WASTES FROM CONTACTING THE GROUND AND MUST DESIGN THE CONTAINMENT SO IT DOES NOT RESULT IN RUNOFF FROM THE WASHOUT OPERATIONS OR AREAS. PERMITTEES MUST PROPERLY DISPOSE LIQUID AND SOLID WASTES IN COMPLIANCE WITH MPCA RULES. PERMITTEES MUST INSTALL A SIGN INDICATING THE LOCATION OF THE WASHOUT FACILITY. PERMIT TERMINATION (SECTION 4 AND SECTION 13): 1. PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ALL TERMINATION CONDITIONS LISTED IN SECTION 13 ARE COMPLETE. 2. PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER SELLING OR OTHERWISE LEGALLY TRANSFERRING THE ENTIRE SITE, INCLUDING PERMIT RESPONSIBILITY FOR ROADS (E.G., STREET SWEEPING) AND STORMWATER INFRASTRUCTURE FINAL CLEAN OUT, OR TRANSFERRING PORTIONS OF A SITE TO ANOTHER PARTY. THE PERMITTEES' COVERAGE UNDER THIS PERMIT TERMINATES AT MIDNIGHT ON THE SUBMISSION DATE OF THE NOT. 3. PERMITTEES MUST COMPLETE ALL CONSTRUCTION ACTIVITY AND MUST INSTALL PERMANENT COVER OVER ALL AREAS PRIOR TO SUBMITTING THE NOT. VEGETATIVE COVER MUST CONSIST OF A UNIFORM PERENNIAL VEGETATION WITH A DENSITY OF 70 PERCENT OF ITS EXPECTED FINAL GROWTH. VEGETATION IS NOT REQUIRED WHERE THE FUNCTION OF A SPECIFIC AREA DICTATES NO VEGETATION, SUCH AS IMPERVIOUS SURFACES OR THE BASE OF A SAND FILTER. 4. PERMITTEES MUST CLEAN THE PERMANENT STORMWATER TREATMENT SYSTEM OF ANY ACCUMULATED SEDIMENT AND MUST ENSURE THE SYSTEM MEETS ALL APPLICABLE REQUIREMENTS IN SECTION 15 THROUGH 19 AND IS OPERATING AS DESIGNED. 5. PERMITTEES MUST REMOVE ALL SEDIMENT FROM CONVEYANCE SYSTEMS PRIOR TO SUBMITTING THE NOT. 6. PERMITTEES MUST REMOVE ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS PRIOR TO SUBMITTING THE NOT. PERMITTEES MAY LEAVE BMPS DESIGNED TO DECOMPOSE ON-SITE IN PLACE. 7. FOR RESIDENTIAL CONSTRUCTION ONLY, PERMIT COVERAGE TERMINATES ON INDIVIDUAL LOTS IF THE STRUCTURES ARE FINISHED AND TEMPORARY EROSION PREVENTION AND DOWNGRADIENT PERIMETER CONTROL IS COMPLETE, THE RESIDENCE SELLS TO THE HOMEOWNER, AND THE PERMITTEE DISTRIBUTES THE MPCA'S "HOMEOWNER FACT SHEET' TO THE HOMEOWNER. 8. FOR CONSTRUCTION PROJECTS ON AGRICULTURAL LAND (E.G., PIPELINES ACROSS CROPLAND), PERMITTEES MUST RETURN THE DISTURBED LAND TO ITS PRECONSTRUCTION AGRICULTURAL USE PRIOR TO SUBMITTING THE NOT. SEED NOTES: ALL SEED MIXES AND APPLICATION SHALL BE IN ACCORDANCE WITH THE MNDOT SEEDING MANUAL. GENERAL RECOMMENDATIONS: THE CONTRACTOR IS RESPONSIBLE TO SALVAGE AND PRESERVE EXISTING TOPSOIL NECESSARY FOR FINAL STABILIZATION AND TO ALSO MINIMIZE COMPACTION IN ALL LANDSCAPE AREAS. IMMEDIATELY BEFORE SEEDING THE SOIL SHALL BE TILLED TO A MINIMUM DEPTH OF 3 INCHES. TEMPORARY EROSION CONTROL SEEDING, MULCHING & BLANKET. SEED • TEMPORARY SEED SHALL BE MNDOT SEED MIX 21-112 (WINTER WHEAT COVER CROP) FOR WINTER AND 21-111 (OATS COVER CROP) FOR SPRING/SUMMER APPLICATIONS. BOTH SEED MIXES SHALL BE APPLIED AT A SEEDING RATE OF 100 LBS/ACRE. MULCH • IMMEDIATELY AFTER SEEDING, WITHIN 24 HOURS, MNDOT TYPE 1 MULCH SHOULD BE APPLIED TO PROTECT AND ENHANCE SEED GERMINATION. MULCH SHALL BE APPLIED AT 90% COVERAGE (2 TONS PER ACRE OF STRAW MULCH) SLOPES • 3:1 (HORIZ/VERT.) OR FLATTER MUCH SHALL BE COVERED WITH MULCH • SLOPES STEEPER THAN 3:1 OR DITCH BOTTOMS SHALL BE COVERED WITH EROSION CONTROL BLANKET. • SEE PLAN FOR MORE DETAILED DITCH AND STEEP SLOPE EROSION CONTROL TREATMENTS. TRAINING SECTION 21 DESIGN ENGINEER: MATTHEW R. PAVEK P.E. TRAINING COURSE: DESIGN OF SWPPP TRAINING ENTITY: UNIVERSITY OF MINNESOTA INSTRUCTOR: JOHN CHAPMAN DATES OF TRAINING COURSE: 5/15/2011 - 5/16/2011 TOTAL TRAINING HOURS: 12 RE -CERTIFICATION: 3/16/2017 (8 HOURS), EXP. 5/31/2020 AREAS AND QUANTITIES: SITE AREA CALCULATIONS BUILDING COVERAGE ALL PAVEMENTS ALL NON PAVEMENTS TOTAL SITE AREA IMPERVIOUS SURFACE EXISTING CONDITION 13,843 S F 7.1% 40,220 SF 20.5% 141,965 SF 72.4% 196,028 SF 100.0% EXISTING CONDITION 54,063 SF 27.6% PROPOSED CONDITION 116,348 SF 59.4% DIFFERENCE (EX. VS PROP.) 62,285 SF 31.8% EROSION CONTROL QUANTITIES DISTURBED AREA 148,627 SF 3.41 SILT FENCE/BIO-ROLL ±1530 LF EROSION CONTROL BLANKET 0 SF INLET PROTECTI0N DEVICES 7 EA OWNER INFORMATION OWNER: KIRK KJELLBERG 1000 KJELLBERG'S PARK MONTICELLO, MN 55362 763-295-2931 CONTACT: PROPOSED CONDITION 42,128 SF 21.5% 74,220 SF 37.9% 79,680 SF 40.6% 196,028 SF 100.0% NOTE: QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL DETERMINE FOR THEMSELVES THE EXACT QUANTITIES FOR BIDDING AND CONSTRUCTION. SWPPP CONTACT PERSON CONTRACTOR: SWPPP INSPECTOR TRAINING: ALL SWPPP INSPECTIONS MUST BE PERFORMED BY A PERSON THAT MEETS THE TRAINING REQUIREMENTS OF THE NPDES CONSTRUCTION SITE PERMIT. TRAINING CREDENTIALS SHALL BE PROVIDED BY THE CONTRACTOR AND KEPT ON SITE WITH THE SWPPP PARTY RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OF PERMANENT STORM WATER MANAGEMENT SYSTEM PERMANENT STORMWATER MANAGEMENT IS NOT REQUIRED AS PART OF THIS PROJECT TO MEET NPDES PERMIT REQUIREMENTS. THE PROPERTY OWNER IS RESPONSIBLE FOR THE LONG TERM OPERATION AND MAINTENANCE OF THE PROPOSED STORMWATER SYSTEM. SWPPP ATTACHMENTS (ONLY APPLICABLE IF SITE IS 1 ACRE OR GREATER): CONTRACTOR SHALL OBTAIN A COPY OF THE FOLLOWING SWPPP ATTACHMENTS WHICH ARE A PART OF THE OVERALL SWPPP PACKAGE: ATTACHMENT A. CONSTRUCTION SWPPP TEMPLATE - SITE SPECIFIC SWPPP DOCUMENT ATTACHMENT B. CONSTRUCTION STORMWATER INSPECTION CHECKLIST ATTACHMENT C. MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEMS ATTACHMENT D: STORMWATER MANAGEMENT REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST. ATTACHMENT E: GEOTECHNICAL EVALUATION REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST. SUPPLEMENTARY SITE SPECIFIC EROSION CONTROL NOTES: THESE NOTES SUPERCEDE ANY GENERAL SWPPP NOTES. THIS PROJECT IS GREATER THAN 1.0 ACRES SO AN NPDES PERMIT IS REQUIRED AND NEEDS TO BE SUBMITTED TO THE MPCA. THE CONTRACTOR IS REQUIRED TO FOLLOW THE GUIDELINES IN THE NPDES PERMIT THROUGHOUT CONSTRUCTION. PROJECT NARRATIVE: PROJECT IS A DEVELOPMENT OF AN NEW MULTI RESIDENTIAL APARTMENT BUILDING AND SURFACE PARKING LOT. SITE, UTILITY, GRADING, AND LANDSCAPE IMPROVEMENTS WILL OCCUR. NATIVE BUFFER NARRATIVE: PRESERVING A 50' NATURAL BUFFER AROUND WATER BODIES IS NOT REQUIRED AS PART OF THIS PROJECT BECAUSE WATER BODIES ARE NOT LOCATED ON SITE. INFILTRATION NARRATIVE: INFILTRATION IS PROVIDED AS PART OF THE PROJECT'S PERMANENT STORM WATER MANAGEMENT SYSTEM. SOIL CONTAMINATION NARRATIVE: SOILS REPORT HAS NOT BEEN COMPLETED FOR THIS PROJECT. SOILS HAVE BEEN ASSUMED TO NOT BE CONTAMINATED. SPECIAL TMDL BMP REQUIREMENTS SITE SPECIFIC (IF REQUIRED): THIS PROJECT IS NOT WITHIN ONE MILE OF ANY SPECIAL OR IMPAIRED WATER BODIES. IF THE PROJECT WAS LOCATED WITHIN ONE MILE OF THE SITE, BMPS AS DEFINED IN THE NPDES PERMIT ITEMS 23.9 AND 23.10 APPLY. THESE ARE AS FOLLOWS: 1. DURING CONSTRUCTION: A. STABILIZATION OF ALL EXPOSED SOIL AREAS MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION BUT IN NO CASE COMPLETED LATER THAN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. B. TEMPORARY SEDIMENT BASIN REQUIREMENTS DESCRIBED IN SECTION 14. MUST BE USED FOR COMMON DRAINAGE LOCATIONS THAT SERVE AN AREA WITH FIVE (5) OR MORE ACRES DISTURBED AT ONE TIME. PERMANENT STABILIZATION NOTES SITE SPECIFIC: PERMANENT SEED MIX • FOR THIS PROJECT ALL AREAS THAT ARE NOT TO BE SODDED OR LANDSCAPED SHALL RECEIVE A NATIVE PERMANENT SEED MIX. •• AREAS IN BUFFERS AND ADJACENT TO OR IN WET AREAS MNDOT SEED MIX 33-261 (STORMWATER SOUTH AND WEST) AT 35 LBS PER ACRE. •• DRY AREAS MNDOT SEED MIX 35-221 (DRY PRAIRIE GENERAL) AT 40 LBS PER ACRE. • MAINTENANCE SHALL BE IN ACCORDANCE TO THE MNDOT SEEDING MANUAL. 1/22/2020 1:16:42 PM (C 0 0 0 ��H q� CF] m o U Y) Civil Engineering ^ Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 H U W 0 d FIRM GF20UNID CV (fl (`7 Ln Lo z O LLI J U z O 2 J m O U W z 0 2 N CD M L0 Ln z O J V/ 6L W MW 2 W z J p J 2 W Y 0- w LLJ o�o m J _J LIJ Y O O O I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. chew R. Pavek DATE 11/04/19 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 11/4/19 CITY SUBMITTAL 12/12/19 CITY RESUBMITTAL 01/22/20 CITY RESUBMITTAL DRAWN BY:JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY DATE DESCRIPTION SWPPP - NARRATIVE SW1 3 ■ ©COPYRIGHT CIVIL SITE GROUP INC. ATTACHMENT A: SITE SPECIFIC SWPPP DOCUMENT PROJECT NAME: MONTICELLO APARTMENTS PROJECT LOCATION (BRIEFLY DESCRIBE WHERE CONSTRUCTION ACTIVITY OCCURS. INCLUDE ADDRESS IF AVAILABLE.) ADDRESS: SCHOOLL BLVD CITY OR TOWNSHIP: MONTICELLO STATE: MN ZIP CODE: 55362 LATITUDE/LOGITUDE OF APPROXIMATE CENTROID OF PROJECT: 45.283610 N, -93.800461 E METHOD OF LAT/LONG COLLECTION (CIRCLE ONE): GPS ONLINE TOOL SGS TOPOGRAPHIC ALL CITIES WHERE CONSTRUCTION WILL OCCUR: MONTICELLO ALL COUNTIES WHERE CONSTRUCTION WILL OCCUR: WRIGHT ALL TOWNSHIPS WHERE CONSTRUCTION WILL OCCUR: NA PROJECT SIZE (NUMBER OF ACRES TO BE DISTURBED): 2.77 PROJECT TYPE (CIRCLE ONE): RESIDENTIAL COMMERCIAL/INDUSTRIAL ROAD CONSTRUCTION RE & RD CONSTRUCTION OTHER (DESCRIBE): XXXXX CUMULATIVE IMPERVIOUS SURFACE (TO THE NEAREST TENTH ACRE) EXISTING AREA OF IMPERVIOUS SURFACE: 1.24 POST CONSTRUCTION AREA OF IMPERVIOUS SURFACE: 2.67 TOTAL NEW AREA OF IMPERVIOUS SURFACE: 1.42 RECEIVING WATERS WATER BODY ID NAME OF WATER BODY WATER BODY TYPE SPECIAL WATER? (Y/N) DATES OF CONSTRUCTION CONSTRUCTION START DATE: 05/20 ESTIMATED COMPLETION DATE: 10/20 SOILS INFORMATION IMPARIED WATER (Y/N) MAP UNIT MAP UNIT NAME SYMBOL DORSET -TWO INLETS COMPLEX, 1377B 2 TO 6 PERCENT SLOPES GENERAL CONSTRUCTION PROJECT INFORMATION DESCRIBE THE CONSTRUCTION ACTIVITY (WHAT WILL BE BUILT, GENERAL TIMELINE, ETC): A NEW MULTI RESIDENTIAL APARTMENT BUILDING, SURFACE PARKING LOT, AND STORMWATER BASIN WILL BE CONSTRUCTED. DESCRIBE SOIL TYPES FOUND AT THE PROJECT: PER WEB SOIL SURVEY, SOILS HAVE BEEN ASSUMED TO HAVE A HYDROLOGIC DESIGNATION OF "B" SOILS. SITE LOCATION MAP - ATTACH MAPS (U.S. GEOLOGIC SURVEY 7.5 MINUTE QUADRANGLE, NATIONAL WETLAND INVENTORY MAPS OR EQUIVALENT) SHOWING THE LOCATION AND TYPE OF ALL RECEIVING WATERS, INCLUDING WETLANDS, DRAINAGE DITCHES, STORMWATER PONDS, OR BASINS, ETC. THAT WILL RECEIVE RUNOFF FROM THE PROJECT. USE ARROWS SHOWING THE DIRECTION OF FLOW AND DISTANCE TO THE WATER BODY. m ti ri 'very v� I � tisk, r' { $ O}. fit+ r C LLj f I I o f - - - I - - � ' F11;i(, I FQI �1 1 ,..ti LU I - � 9C-lh S1 NE - - s 4 - - - KU ca 65th Si NE U_ GENERAL SITE INFORMATION (III.A) 1. DESCRIBE THE LOCATION AND TYPE OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICIES (BMP'S). INCLUDE THE TIMING FOR INSTALLATION AND PROCEDURES USED TO ESTABLISH ADDITIONAL TEMPORARY BMP'S AS NECESSARY. (III.A.4.A) THE PROJECT IS PROTECTED BY TWO (W) MAIN BMP'S, SILT FENCE AND INLET PROTECTION DEVICES. THE SILT FENCE WILL BE INSTALLED AT THE DOWNHILL LOCATIONS OF THE SITE AND MONITORED AS NECESSARY. INLET PROTECTION DEVIDES WILL BE INSTALLED IN ALL CATCH BASINS ON THE SITE AND ANY OFF SITE THAT WILL RECEIVE STORMWATER RUNOFF FROM THIS SITE. AS THE PROJECT PROGRESSES ADDITIONAL BMP'S SUCH AS EROSION CONTROL BLANKET MAY BE UTILITZED. 2. ATTACH TO THIS SWPPP A TABLE WITH THE ANTICIPATED QUANITITIES FOR THE LIFE OF THE PROJECT FOR ALL EROSION PREVENTION AND SEDIMENT CONTROL BMP'S (III.A.4.13) SEE PAGE SW1.3 3. ATTACH TO THIS SWPPP A SITE MAP THAT INCLUDES THE FOLLOWING FEATURES (III.A.3.B-F): EXIST AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST -CONSTRUCTION STORMRWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN THE PROJECT LIMITS. LOCATIONS OF IMPERVIOUS SURFACES AND SOIL TYPES. • EXISTING AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST -CONSTRUCTION STORMWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN PROJECT LIMITS. • LOCATIONS OF AREAS NOT TO BE DISTRUBED. • LOCATION OF AREAS OF PHASED CONSTRUCTION. • ALL SURFACE WATERS AND EXISTING WETLANDS WITHIN ONE MILE FROM THE PROJECT BOUNDARIES THAT WILL RECEIVE STORMWATER RUNOFF FROM THE SITE (IDENTIFIABLE ON MAPS SUCH AS USGS 7.5 MINUTE QUADRANGLE MAPS OR EQUIVALENT. WHERE SURFACE WATERS RECEIVING RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY WILL NOT FIT ON THE PLAN SHEET, THEY MUST BE IDENTIFIED WITH AN ARROW, INDICATING BOTH DIRECTION AND DISTANCE TO THE SURFACE WATER. • METHODS TO BE USED FOR FINAL STABILIZATION OF ALL EXPOSED SOIL AREA 4. WERE STORMWATER MITIGATION MEASURES REQUIRED AS THE RESULT OF AN ENVIRONMENTAL, ARCHAEOLOGICAL, OR OTHER REQUIRED LOCAL, STATE OR FEDERAL REVIEW OF THE PROJECT? NO IF YES, DESCRIBE HOW THESE MEASURES WERE ADDRESSED IN THE SWPPP. (III.A.6) N/A 5. IS THE PROJECT LOCATED IN A KARST AREA SUCH THAT ADDITIONAL MEASURES WOULD BE NECESSARY OT PROJECT DRINKING WATER SUPPLY MANAGEMENT AREAS AS DESCRIBED IN MINN. R. CHAPTERS 7050 AND 7060? NO IF YES, DESCRIBE THE ADDITIONAL MEASURES TO BE USED. (III.A.7) N/A 6. DOES THE SITE DISCHARGE TO A CALCEREOUS FEN LISTED IN MINN. R. 7050.0180, SUBP. 6 B? YES OR NO IF YES, A LETTER OF APPROVAL FROM THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES MUST BE OBTAINED PRIOR TO APPLICATION FOR THIS PERMIT. (PART I B.6 AND PART III.A.8) 7. DOES THE SITE DISCHARGE TO A WATER THAT IS LISTED AS IMPAIRED FOR THE FOLLOWING POLLUTANT(S) OR STRESSOR(S): PHOSPHORUS, TURBIDITY, DISSOLVED OXYGEN OR BIOTIC IMPAIRMENT? USE THE SPECIAL AND IMPAIRED WATERS SEARCH TOOL AT: WWW.PCA.STATE.MN.US/WATER/STORMWATER/STORMWATER-C.HTML N/A IF NO, SKIP TO TRAINING DOES THE IMPAIRED WATER HAVE AN APPROVED TOTAL MAXIMUM DAILY LOADS (TMDL) WITH AN APPROVED WASTE LOAD ALLOCATION FOR CONSTRUCTION ACTIVITY? NO IF YES: A. LIST THE RECEIVING WATER, THE AREAS OF THE SITE DISCHARGING TO IT, AND THE POLLUTANT(S) IDENTIFIED IN THE TMDL. B. LIST THE BMP'S AND ANY OTHER SPECIFIC CONSTRUCTION STORMWATER RELATED IMPLEMENTATION ACTIVITIES IDENTIFIED IN THE TMDL. IF THE SITE HAS A DISCHARGE POINT WITHIN ONE MILE OF THE IMPAIRED WATER AND THE WATER FLOWS TO THE IMPAIRED WATER BUT NO SPECIFIC BMPS FOR CONSTRUCTION ARE IDENTIFIED IN THE TMDL, THE ADDITIONAL BMPS IN APPENDIX A (C.1, C.2, C.3 & (C.4 -TROUT STREAM)) MUST BE ADDED TO THE SWPPP AND IMPLEMENTED. (III.A.7). THE ADDITIONAL BMPS ONLY APPLY TO THOSE PORTIONS OF THE PROJECT THAT DRAIN TO ONE OF THE IDENTIFIED DISCHARGE POINTS. N/A 8. IDENTIFY ADJACENT PUBLIC WATERS WHERE THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES (DNR) HAS DECLARED "WORK IN WATER RESTRICTIONS" DURING FISH SPAWNING TIMEFRAMES N/A SELECTION OF A PERMANENT STORMWATER MANAGEMENT SYSTEM (III.D.) 1. WILL THE PROJECT CREATE A NEW CUMULATIVE IMPERVIOUS SURFACE GREATER THAN OR EQUAL TO ONE ACRE? YES OR NO IF YES, A WATER QUALITY VOLUME OF ONE INCH OF RUNOFF FROM THE CUMULATIVE NEW IMPERVIOUS SURFACES MUST BE RETAINED ON SITE (SEE PART III.D OF THE PERMIT) THROUGH INFILTRATION UNLESS PROHIBITED DUE TO ONE OF THE REASONS IN PART III.D.1.J. IF INFILTRATION IS PROHIBITED IDENTIFY OTHER METHOD OF OTHER VOLUME REDUCTION (E.G., FILTRATION SYSTEM, WET SEDIMENTATION BASIN, REGIONAL PONDING OR EQUIVALENT METHOD 2. DESCRIBE WHICH METHOD WILL BE USED TO TREAT RUNOFF FROM THE NEW IMPERVIOUS SURFACES CREATED BY THE PROJECT (III.D): • WET SEDIMENTATION BASIN • INFILTRATION/FILTRATION • REGIONAL PONDS • COMBINATION OF PRACTICES INCLUDE ALL CALCULATIONS AND DESIGN INFORMATION FOR THE METHOD SELECTED. SEE PART III.D OF THE PERMIT FOR SPECIFIC REQUIREMENTS ASSOCIATED WITH EACH METHOD. INFILTRATION / FILTRATION / REGIONAL PONDING CALCULATIONS ARE WITHIN THE SITE STORM WATER MANAGEMENT REPORT AND PART OF THIS SWPPP AS ATTACHMENT D. 3. IF IT IS NOT FEASIBLE TO MEET THE TREATMENT REQUIREMENT FOR THE WATER QUALITY VOLUME, DESCRIBE WHY. THIS CAN INCLUDE PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAY PRECLUDES THE INSTALLATION OF ANY PERMANENT STORMWATER MANAGEMENT PRACTICES. DESCRIBE WHAT OTHER TREATMENT, SUCH AS GRASSES SWALES, SMALLER PONDS, OR GRIT CHAMBERS, WILL BE IMPLEMENTED TO TREAT RUNOFF PRIOR TO DISCHARGE TO SURFACE WATERS. (III.C) IT IS FEASIBLE TO MEET REQUIREMENT FOR WATER QUALITY VOLUME. 4. FOR PROJECTS THAT DISCHARGE TO TROUT STREAMS, INCLUDING TRIBUTARIES TO TROUT STREAMS, IDENTIFY METHOD OF INCORPORATING TEMPERATURE CONTROLS INTO THE PERMANENT STORMWATER MANAGEMENT SYSTEM. N/A EROSION PREVENTION PRACTICES (IV.B) DESCRIBE THE TYPES OF TEMPORARY EROSION PREVENTION BMP'S EXPECTED TO BE IMPLEMENTED ON THIS SITE DURING CONSTRUCITON: 1. DESCRIBE CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES TO MINIMIZE EROSION. DELINEATE AREAS NOT TO BE DISTURBED (E.G., WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) BEFORE WORK BEGINS. SILT FENCE WILL BE INSTALLED AT ATHE DOWNHILL LOCATIONS OF THE SITE. 2. DESCRIBE METHODS OF TEMPORARILY STABILIZING SOILS AND SOIL STOCKPILES (E.G., MULCHES, HYDRAULIC TACKIFIERS, EROSION BLANKETS, ETC.): TEMPORARY EROSION PROTECTION WILL BE SEED AND MULCH AND EROSION BLANKETS WHERE REQUIRED, WITH PERMANENT COVER BEING EITHER SOD OR LANDSCAPE FEATURES. 3. DESCRIBE METHODS OF DISSIPATING VELOCITY ALONG STORMWATER CONVEYANCE CHANNELS AND AT CHANNEL OUTLETS (E.G., CHECK DAMS, SEDIMENT TRAPS, RIP RAP, ETC.): SOD WILL BE UTILIZED ALONG CHANNELS AND RIP RAP AT CHANNEL. 4. DESCRIBE METHODS TO BE USED FOR STABILIZATION OF DITCH AND SWALE WETTED PERIMETERS (NOTE THAT MULCH, HYDRAULIC SOIL TACKIFIERS, HYDROMULCHES, ETC. ARE NOT ACCEPTABLE SOIL STABILIZATION METHODS FOR ANY PART OF A DRAINAGE DITCH OR SWALE) FINAL STABILIZATION OF SWALES WILL BE SOD 5. DESCRIBE METHODS TO BE USED FOR ENERGY DISSIPATION AT PIPE OUTLETS (E.G., RIP RAP, SPLASH PADS, GABIONS, ETC.) RIP RAP WILL BE UTILIZED AT PIPE OUTLETS 6. DESCRIBE METHODS TO BE USED TO PROMOTE INFILTRATION AND SEDIMENT REMOVAL ON THE SITE PRIOR TO OFFSITE DISCHARGE, UNLESS INFEASIBLE (E.G., DIRECT STORMWATER FLOW TO VEGETATED AREAS): DISCONNECTED IMPERVIOUS AREA AND INFILTRATION AREAS WILL BE UTILIZED 7. FOR DRAINAGE OR DIVERSION DITCHES DESCRIBE PRACTICES TO STABILIZE THE NORMAL WETTED PERIMETER WITHIN 200 LINEAL FEET OF THE PROPERTY EDGE OR POINT OF DISCHARGE TO SURFACE WATER. THE LAST 200 LINEAL FEET MUST BE STABILIZED WITHIN 24 HOURS AFTER CONNECTING TO SURFACE WATERS AND CONSTRUCTION IN THAT PORTION OF THE DITCH HAS TEMPORARILY OR PERMANENTLY CEASED FOR ALL DISCHARGES TO SPECIAL, IMPAIRED OR "WORK IN WATER RESTRICTIONS". ALL OTHER REMAINING PORTIONS OF THE TEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER, PROPERTY EDGE AND CONSTRUCTION IN THAT AREA HAS TEMPORARILY OR PERMANENTLY CEASED. N/A, NO DITCHES ON SITE 8. DESCRIBE ADDITIONAL EROSION PREVENTION MEASURES THAT WILL BE IMPLEMENTED AT THE SITE DURING CONSTRUCTION (E.G., CONSTRUCTION PHASING, MINIMIZING SOIL DISTURBANCE, VEGETATIVE BUFFERS, HORIZONTAL SLOPE GRADING, SLOPE DRAINING/TERRACING, ETC.): OTHER EROSION CONTROL PRACTICES INCLUDE BUT ARE NOT LIMITED TO; MINIMIZING SITE EXPOSURE WHEN POSSIBLE. 9. IF APPLICABLE, INCLUDE ADDITIONAL REQUIREMENTS IN APPENDIX A PART C.3 REGARDING MAINTAINING A 100 -FOOT BUFFER ZONE OR INSTALLING REDUNDANT BMPS FOR PORTIONS OF THE SITE THAT DRAIN TO SPECIAL WATERS). N/A 10. IF APPLICABLE, DESCRIBE ADDITIONAL EROSION PREVENTION BMPS TO BE IMPLEMENTED AT THE SITE TO PROTECT PLANNED INFILTRATION AREAS MINIMIZE SITE EXPOSURE IN AREAS ADJACENT TO INFILTRATION AREAS. SEDIMENT CONTROL PRACTICIES (IV.C) DESCRIBE THE METHODS OF SEDIMENT CONTROL BMPS TO BE IMPLEMENTED AT THIS SITE DURING CONSTRUCTION TO MINIMIZE SEDIMENT IMPACTS TO SURFACE WATERS, INCLUDING CURB AND GUTTER SYSTEMS 1. DESCRIBE METHODS TO BE USED FOR DOWN GRADIENT PERIMETER CONTROL: SILT FENCE WILL BE INSTALLED AROUND THE ENTIRE PERIMETER OF THE SITE 2. DESCRIBE METHODS TO BE USED TO CONTAIN SOIL STOCKPILES: SEED AND MULCH AS WELL AS EROSION CONTROL BLANKETS WILL BE UTILIZED AS NECESSARY 3. DESCRIBE METHODS TO BE USED FOR STORM DRAIN INLET PROTECTION: SEE INLET PROTECTION DETAILS 4. DESCRIBE METHODS TO MINIMIZE VEHICLE TRACKING AT CONSTRUCTION EXITS AND STREET SWEEPING ACTIVITIES: THE PROJECT WILL UTILIZE A ROCK CONSTRUCTION ENTRANCE. 5. DESCRIBE METHODS, IF APPLICABLE, ADDITIONAL SEDIMENT CONTROLS (E.G., DIVERSION BERMS) TO BE INSTALLED TO KEEP RUNOFF AWAY FROM PLANNED INFILTRATION AREAS WHEN EXCAVATED PRIOR TO FINAL STABILIZATION OF THE CONTRIBUTING DRAINAGE AREA: SILT FENCE TO BE INSTALLED IMMEDIATELY AFTER GRADING TO PROTECT INFILTRATION AREAS. 6. DESCRIBE METHODS TO BE USED TO MINIMIZE SOIL COMPACTION AND PRESERVE TOP SOIL (UNLESS INFEASIBLE) AT THIS SITE: LIGHT TRACKED EQUIPMENT WILL BE USED, TOPSOIL WILL BE STRIPPED AND STOCKPILED 7. DESCRIBE PLANS TO PRESERVE A 50 -FOOT NATURAL BUFFER BETWEEN THE PROJECT'S SOIL DISTURBANCE AND A SURFACE WATER OR PLANS FOR REDUNDANT SEDIMENT CONTROLS IF A BUFFER IS INFEASIBLE: DOUBLE ROW OF SILT FENCE WILL BE INSTALLED ALONG WETLAND. PROJECT WILL NOT DISTURB WITHIN 200 FEET OF WETLAND. 8. DESCRIBE PLANS FOR USE OF SEDIMENTATION TREATMENT CHEMICALS (E.G., POLYMERS, FLOCCULANTS, ETC.) SEE PART IV.C.10 OF THE PERMIT: N/A 9. IS THE PROJECT REQUIRED TO INSTALL A TEMPORARY SEDIMENT BASIN DUE TO 10 OR MORE ACRES DRAINING TO A COMMON LOCATION OR 5 ACRES OR MORE IF THE SITE IS WITHIN 1 MILE OF A SPECIAL OR IMPAIRED WATER? NO IF YES, DESCRIBE (OR ATTACH PLANS) SHOWING HOW THE BASIN WILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH PART III.0 OF THE PERMIT. N/A DEWATERING AND BASIN DRAINING (IV.D) 1. WILL THE PROJECT INCLUDE DEWATERING OR BASIN DRAINING? NO IF YES, DESCRIBE MEASURES TO BE USED TO TREAT/DISPOSE OF TURBID OR SEDIMENT -LADEN WATER AND METHOD TO PREVENT EROSION OR SCOUR OF DISCHARGE POINTS (SEE PART IV. D OF THE PERMIT): N/A 2. WILL THE PROJECT INCLUDE USE OF FILTERS FOR BACKWASH WATER? NO IF YES, DESCRIBE HOW FILTER BACKWASH WATER WILL BE MANAGED ON THE SITE OR PROPERLY DISPOSED (SEE PART III.D.3. OF THE PERMIT): N/A ADDITIONAL BMP'S FOR SPECIAL WATERS AND DISCHARGES TO WETLANDS (APPENDIX A, PARTS C AND D) 1. SPECIAL WATERS. DOES YOUR PROJECT DISCHARGE TO SPECIAL WATERS? NO 2. IF PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAY PRECLUDES THE INSTALLATION OF ANY OF THE PERMANENT STORMWATER MANAGEMENT PRACTICES, THEN OTHER TREATMENT SUCH AS GRASSED SWALES, SMALLER PONDS, OR GRIT CHAMBERS IS REQUIRED PRIOR TO DISCHARGE TO SURFACE WATERS. DESCRIBE WHAT OTHER TREATMENT WILL BE PROVIDED. N/A 3. DESCRIBE EROSION AND SEDIMENT CONTROLS FOR EXPOSED SOIL AREAS WITH A CONTINUOUS POSITIVE SLOPE TO A SPECIAL WATERS, AND TEMPORARY SEDIMENT BASINS FOR AREAS THAT DRAIN FIVE OR MORE ACRES DISTURBED AT ONE TIME. N/A 4. DESCRIBE THE UNDISTURBED BUFFER ZONE TO BE USED (NOT LESS THAN 100 LINEAR FEET FROM THE SPECIAL WATER). N/A 5. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL ENSURE THAT THE PRE AND POST PROJECT RUNOFF RATE AND VOLUME FROM THE 1, AND 2 -YEAR 24-HOUR PRECIPITATION EVENTS REMAINS THE SAME. N/A 6. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL MINIMIZE ANY INCREASE IN THE TEMPERATURE OF TROUT STREAM RECEIVING WATERS RESULTING IN THE 1, AND 2 -YEAR 24-HOUR PRECIPITATION EVENTS. N/A 7. WETLANDS. DOES YOUR PROJECT DISCHARGE STORMWATER WITH THE POTENTIAL FOR SIGNIFICANT ADVERSE IMPACTS TO A WETLAND (E.G., CONVERSION OF A NATURAL WETLAND TO A STORMWATER POND)? YES OR NO IF YES, DESCRIBE THE WETLAND MITIGATION SEQUENCE THAT WILL BE FOLLOWED IN ACCORDANCE WITH PART D OF APPENDIX A. N/A INSPECTIONS AND MAINTENANCE (IV.E) DESCRIBE PROCEDURES TO ROUTINELY INSPECT THE CONSTRUCTION SITE: • ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND • WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS, AND WITHIN (7) DAYS AFTER THAT INSPECTIONS MUST INCLUDE STABILIZED AREAS, EROSION PREVENTION,AND SEDIMENT CONTROL BMP'S AND INFILTRATION AREAS. INSPECTOR WILL FOLLOW REQUIREMENTS SPECIFIED ABOVE AND FILL OUT "ATTACHMENT B - CONSTRUCTION STORMWATER INSPECTION CHECKLIST" 1. Describe practices for storage of building products with a potential to leach pollutants to minimize exposure to stormwater: ALL BUILDING PRODUCTS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZE EXPOSURE 2. Describe practices for storage of pesticides, herbicides, insecticides, fertilizers, treatment chemical, and landscape materials: ALL LANDSCAPE TREATMENT CHEMICALS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZED EXPOSURE 3. Describe practices for storage and disposal of hazardous materials or toxic waste (e.g., oil, fuel, hydraulic fluids, paint solvents, petroleum-based products, wood preservative, additives, curing compounds, and acids) according to Minn. R. ch. 7045, including restricted access and secondary containment: ALL HAZARDOUS WASTE WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS. 4. Describe collection, storage and disposal of solid waste in compliance with Minn. R. ch. 7035: ALL CONSTRUCTION DEBRIS AND SOLID WASTER WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS 5. Describe management of portable toilets to prevent tipping and disposal of sanitary wastes in accordance with Minn. R. ch. 7040: SANITARY AND SEPTIC SERVICES WILL BE PROVIDED TO WORKERS WITH PORTABLE FACILITIES MAINTAINED AS NEEDED BY THE PROVIDER. 6. Describe spill prevention and response for fueling and equipment or vehicle maintenance: EMPLOYEES WILL BE TRAINED IN TECHNIQUES DESIGNED TO MINIMIZE SPILLS. VEHICLES AND EQUIPMENT SHALL BE CHECKED FOR LEAKS. 7. Describe containment and disposal of vehicle and equipment wash water and prohibiting engine degreasing on the site: ALL CONSTRUCTION VEHICLES SHALL BE WASHED OFF SITE 8. Describe storage and disposal of concrete and other washout wastes so that wastes do not contact the ground: ALL CONCRETE WASHOUT SHALL OCCUR OFF SITE. FINAL STABILIZATION (IV.G) 1. DESCRIBE METHOD OF FINAL STABILIZATION (PERMANENT COVER) OF ALL DISTURBED AREAS: FINAL STABILIZATION WILL BE ACCOMPLISHED WITH PAVEMENT, SOD AND LANDSCAPE MATERIALS. 2. DESCRIBE PROCEDURES FOR COMPLETING FINAL STABILIZATION AND TERMINATING PERMIT COVERAGE (SEE PART IV.G.1-5): UPON STABILIZATION DESCRIBED ABOVE, THE CONTRCTOR AND OWNER SHALL MUTUALLY TRANSFER THE NPDES PERMIT TO THE NEXT OWNER WITH DOCUMENTS DESCRIBING THE NATURE OF TERMINATION PROCEDURE. DOCUMENTATION OF INFEASIBILITY: (IF APPLICABLE) 1/22/2020 1:16:47 PM 0 0 0 c7 a o U FP Civil Engineering ^ Surveying - Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 Irk GROUNID N CO M LO L[) O J LU O C0 O U W N O M L0 LO 00 1Z LU W mz J W Y Q N� li LU m LU O O O T_ I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. /4Ma thew R. Pavek DATE 11/04/19 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 11/4/19 CITY SUBMITTAL 12/12/19 CITY RESUBMITTAL 01/22/20 CITY RESUBMITTAL DRAWN BY:JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY DATE DESCRIPTION :3WPPP - ATTACHMENTS SW1 04 ©COPYRIGHT CIVIL SITE GROUP INC. ATTACHMENT B: SWPPP INSPECTION FORM ATTACHMENT C: MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEM NOTE: THIS INSPECTION REPORT DOES NOT ADDRESS ALL ASPECTS OF THE NATIONAL APOLLUTANT DISCHARGE ELIMINATION SYSTEM/STATE DISPOSAL SYSTEM (NPDES/SDS) CONSTRUCTION STORMWATER PERMIT ISSUED ON AUGUST 1, Y 2013. THE COMPLETION OF THIS CHECKLIST DOES NOT GUARANTEE THAT ALL PERMIT REQUIREMENTS ARE IN COMPLIANCE; IT IS THE RESPONSIBILITY OF THE PERMITTEE(S) TO READ AND UNDERSTAND THE PERMIT REQUIREMENTS. ATTACHMENT C - ABOVE -GROUND N/A 1. PERIMETER CONTROL INSTALLED ON ALL DOWN GRADIENT PERIMETERS? ❑ FACILITY MANAGEMENT SCHEDULE FACILITY INFORMATION 2. PERIMETER CONTROL TRENCHED IN WHERE APPROPRIATE? ❑ ❑ SITE NAME: 3. 50 FOOT NATURAL BUFFER MAINTAINED AROUND ALL SURFACE WATERS? ❑ 1 . ALL STORMWATER RETENTION, DETENTION AND TREATMENT BASINS MUST BE INSPECTED AT LEAST ONCE A YEAR TO DETERMINE THAT BASIN FACILITY ADDRESS: PERMIT NUMBER: 3.1. IF NO, HAVE REDUNDANT SEDIMENT CONTROLS BEEN INSTALLED? ❑ ❑ ❑ 4. INLET PROTECTION ON ALL CATCH BASINS AND CULVERT INLETS? ❑ RETENTION AND TREATMENT CHARACTERISTICS ARE ADEQUATE. A STORAGE TREATMENT BASIN WILL BE CONSIDERED INADEQUATE IF SEDIMENT CITY: STATE: ZIP CODE: 5. VEHICLE TRACKING BEST MANAGEMENT PRACTICES (BMP'S) AT ALL SITE EXITS? ❑ ❑ ❑ 6. ALL TRACKED SEDIMENT REMOVED WITHIN 24 HOURS? ❑ HAS DECREASED THE WET STORAGE VOLUME BY 50 PERCENT OR DRY STORAGE VOLUME BY 25 PERCENT OF ITS ORIGINAL DESIGN VOLUME. ❑ 7. ARE ALL INFILTRATION SYSTEMS STAKED AND MARKED TO AVOID COMPACTION? ❑ BASED ON THIS INSPECTION, IF A STORMWATER BASIN REQUIRES SEDIMENT CLEANOUT, THE BASIN WILL BE RESTORED TO ITS ORIGINAL DESIGN INSPECTION INFORMATION 8. ARE ALL INFILTRATION AREAS PROTECTED WITH A PRETREATMENT DEVICE? ❑ ❑ ❑ 9. DO ALL STOCKPILES HAVE PERIMETER CONTROLS? ❑ CONTOURS AND VEGETATED STATE WITHIN ONE YEAR OF THE INSPECTION DATE. INSPECTOR NAME: PHONE NUMBER: 2. ALL OUTLET STRUCTURES, CULVERTS, OUTFALL STRUCTURES AND OTHER STORMWATER FACILITIES FOR WHICH MAINTENANCE REQUIREMENTS DATE (MM/DD/YYYY): TIME: AM / PM ARE NOT OTHERWISE SPECIFIED HEREIN MUST BE INSPECTED IN THE SPRING, SUMMER AND FALL OF EACH YEAR. WITHIN 30 DAYS OF THE IS THE INSPECTOR CERTIFIED IN SEDIMENT AND EROSION CONTROL AND IS IT DOCUMENTED IN THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP)? INSPECTION DATE, ALL ACCUMULATED SEDIMENT AND DEBRIS MUST BE REMOVED SUCH THAT EACH STORMWATER FACILITY OPERATES AS IS THIS INSPECTION ROUTINE OR IN RESPONSE TO A STORM EVENT: DESIGNED AND PERMITTED. CONTRIBUTING DRAINAGE AREAS MUST BE KEPT CLEAR OF LITTER AND VEGETATIVE DEBRIS, INFLOW PIPES AND RAINFALL AMOUNT (IF APPLICABLE): OVERFLOW SPILLWAYS KEPT CLEAR, INLET AREAS KEPT CLEAN, AND UNDESIRABLE VEGETATION REMOVED. EROSION IMPAIRING THE FUNCTION IS THE SITE WITHIN ONE AERIAL MILE OF A SPECIAL OR IMPAIRED WATER? OR INTEGRITY OF THE FACILITIES, IF ANY, WILL BE CORRECTED, AND ANY STRUCTURAL DAMAGE IMPAIRING OR THREATENING TO IMPAIR THE IF YES, FOLLOW APPENDIX A AND OTHER APPLICABLE PERMIT REQUIREMENTS FUNCTION OF THE FACILITIES MUST BE REPAIRED. NOTE: IF N/A IS SELECTED AT ANY TIME, SPECIFY WHY IN THE COMMENT AREA FOR THAT SECTION. 3. VOLUME CONTROL FACILITIES AND CONTRIBUTING DRAINAGE AREAS MUST BE INSPECTED EVERY THREE MONTHS DURING THE OPERATIONAL PERIOD (BETWEEN SPRING SNOWMELT AND FIRST SUBSTANTIAL SNOWFALL) AND MONITORED AFTER RAINFALL EVENTS OF 1 INCH OR MORE TO ENSURE THAT THE CONTRIBUTING DRAINAGE AREA IS CLEAR OF LITTER AND DEBRIS, INFLOW PIPES AND OVERFLOW SPILLWAYS ARE CLEAR, INLET AREAS ARE CLEAN, UNDESIRABLE VEGETATION IS REMOVED AND THERE IS NO EROSION IMPAIRING OR THREATENING TO IMPAIR THE FUNCTION EROSION CONTROL REQUIREMENT (PART IV.B) OF A FACILITY. IF SEDIMENT HAS ACCUMULATED IN A INFILTRATION FEATURE, WITHIN 30 DAYS OF INSPECTION DEPOSITED SEDIMENTS MUST BE Y N N/A REMOVED, THE INFILTRATION CAPACITY OF THE UNDERLYING SOILS MUST BE RESTORED, AND ANY SURFACE DISTURBANCE MUST BE STABILIZED. 1. SOIL STABILIZATION WHERE NO CONSTRUCTION ACTIVITY FOR 14 DAYS? (7 DAYS WHERE APPLICABLE) ❑ ❑ ❑ INSPECTION MUST ENSURE THAT SEDIMENT TRAPS AND FOREBAYS ARE TRAPPING SEDIMENT AND THAT MORE THAN 50 PERCENT OF THE 2. HAS THE NEED TO DISTURB STEEP SLOPES BEEN MINIMIZED? ❑ ❑ ❑ STORAGE VOLUME REMAINS, THE CONTRIBUTING DRAINAGE AREA IS STABLE (I.E., NO EROSION IS OBSERVED), AND INLETS AND 3. ALL DITCHES STABILIZED 200; BACK FROM POINT OF DISCHARGE WITHIN 24 HOURS? (NOT MULCH) ❑ ❑ ❑ OUTLET/OVERFLOW SPILLWAYS ARE IN GOOD CONDITIONS WITH NO EROSION. MAINTENANCE TECHNIQUES USED MUST PROTECT THE 4. ARE THERE BMP'S FOR ONSITE STOCKPILES? ❑ ❑ ❑ INFILTRATION CAPACITY OF THE PRACTICE BY LIMITING SOIL COMPACTION TO THE GREATEST EXTENT POSSIBLE (E.G., BY USING LOW -IMPACT 5. ARE APPROPRIATE BMP'S INSTALLED PROTECTING INLETS/OUTLETS? ❑ ❑ ❑ EARTH -MOVING EQUIPMENT). 6. DO PIPE OUTLETS HAVE ENERGY DISSIPATION? ❑ ❑ ❑ COMMENTS: SEDIMENT CONTROL REQUIREMENT (PART IV.C) COMMENTS: MAINTENANCE -EROSION AND SEDIMENT CONTROL BMP'S (PART IV.E.) Y Y N N/A 1. PERIMETER CONTROL INSTALLED ON ALL DOWN GRADIENT PERIMETERS? ❑ ❑ ❑ 2. PERIMETER CONTROL TRENCHED IN WHERE APPROPRIATE? ❑ ❑ ❑ 3. 50 FOOT NATURAL BUFFER MAINTAINED AROUND ALL SURFACE WATERS? ❑ ❑ ❑ 3.1. IF NO, HAVE REDUNDANT SEDIMENT CONTROLS BEEN INSTALLED? ❑ ❑ ❑ 4. INLET PROTECTION ON ALL CATCH BASINS AND CULVERT INLETS? ❑ ❑ ❑ 5. VEHICLE TRACKING BEST MANAGEMENT PRACTICES (BMP'S) AT ALL SITE EXITS? ❑ ❑ ❑ 6. ALL TRACKED SEDIMENT REMOVED WITHIN 24 HOURS? ❑ ❑ ❑ 7. ARE ALL INFILTRATION SYSTEMS STAKED AND MARKED TO AVOID COMPACTION? ❑ ❑ ❑ 8. ARE ALL INFILTRATION AREAS PROTECTED WITH A PRETREATMENT DEVICE? ❑ ❑ ❑ 9. DO ALL STOCKPILES HAVE PERIMETER CONTROLS? ❑ ❑ ❑ COMMENTS: MAINTENANCE -EROSION AND SEDIMENT CONTROL BMP'S (PART IV.E.) Y N N/A 1. ARE ALL PREVIOUSLY STABILIZED AREAS MAINTAINING 90% GROUND COVER? ❑ ❑ ❑ 2. ANY UI I C:H EKUSIUN Ut35EKVEU"! ❑ ❑ ❑ 3. rimmimini EK GONT RUL --HAS SEDIMENT REACHED ONE HALF THE HEIGHT OF THE =CE-, ❑ ❑ ❑ 4 ARE nULET r-?IJTEC Ir FUNCTIOWN16-PRC F-? L`n ❑ ❑ ❑ COMMENTS: ❑ ❑ Ej OTHER Y N N/A 1. ARE ALL MATERIALS THAT CAN LEACH POLLUTANTS UNDER COVER? ❑ ❑ Q 2. HAS ACCESS BEEN RESTRICTED TO ONSITE HAZARDOUS MATERIALS? ❑ ❑ ❑ 3. DOES ON-SITE FUELING ONLY OCCUR IN A CONTAINED AREA? ❑ ❑ Q 4. AKE ALL SULIU VVA61 ES BEINC3 F'KUHLKLY U15F'U6EU UF? ❑ ❑ ❑ 5. IS THE CONCRETE PLETELY GUNTAHNED: ❑ ❑ Ej 6. IS THE CONCRETE WASHOUT AREA ICED WITH a- i6l! T ❑ ❑ ❑ COMMENTS: Y N N/A 7. WERE ANY DISCHARGES SEEN DURING THIS INSPECTION, SEDIMENT, WATER, OR OTHERWISE? ❑ ❑ ❑ 7.1. IF YES, STATE THE EXACT LOCATION OF ALL POINTS OF DISCHARGE. PHOTOGRAPH THE DISCHARGE AND DESCRIBE THE DISCHARGE (COLOR, ODOR, FOAM, OIL SHEEN, ETC). HOW WILL IT BE REMOVED? HOW DID THE DISCHARGE HAPPEN? HOW MUCH WAS DISCHARGED? HOW WILL IT BE STOPPED, AND HOW LONG WILL IT TAKE TO STOP? IS THE DISCHARGE GOING INTO AN ADJACENT SITE? WAS THE DISCHARGE A SEDIMENT DELTA? IF YES, WILL THE DELTA BE RECOVERED WITHIN 7 DAYS? 8. WILL A PERMANENT STORMWATER MANAGEMENT SYSTEM BE UTILIZED IN THIS PROJECT AS REQUIRED AND IN ACCORDANCE WITH PART IIID OF THE PERMIT? DESCRIBE: 16. PROPOSED AMENDMENTS TO THE SWPPP: 17. POTENTIAL AREAS OF FUTURE CONCERN: 18. ADDITIONAL COMMENTS DISCLOSURES: • AFTER DISCOVERY, THE PERMIT REQUIRES MANY OF THE DEFICIENCIES THAT MAY BE FOUND IN THIS CHECKLIST BE CORRECTED WITHIN A SPECIFIED PERIOD OF TIME. SEE PERMIT FOR MORE DETAILS. • THIS INSPECTION CHECKLIST IS AN OPTION FOR SMALL CONSTRUCTION SITES. LARGE CONSTRUCTION SITES AND LINEAR PROJECTS REQUIRE MORE EXTENSIVE/MORE LOCATION SPECIFIC INSPECTION REQUIREMENTS. • THE PERMITTEE(S) IS/ARE RESPONSIBLE FOR THE INSPECTION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMP'S AS WELL AS EROSION PREVENTION AND SEDIMENT CONTROL BMP'S UNTIL ANOTHER PERMITTEE HAS OBTAINED COVERAGE UNDER THIS PERMIT ACCORDING TO PART II.B.5., OR THE PROJECT HAS UNDERGONE FINAL STABILIZATION AND A NOTICE OF TERMINATION HAS BEEN SUBMITTED TO THE MPCA. covo 0 0 �e U FP Civil Engineering ^ Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 IrkFIRM GROUND Irk U) FM z LU 5FM a a I< N CO M Ln Ln O LU I- O 100J O U W N O M Ln Ln z 00 1Z LU W m z J p J W Y Q 0- C/) �ry �m J J LUY O O O T_ I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Ma thew R.Pavek DATE 11/04/19 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY Y N N/A 9. IS ANY DEWATERING OCCURRING ON SITE? ❑ ❑ ❑ 9.1. IF YES, WHERE? WHAT BMP IS BEING USED? HOW MUCH WATER IS BEING DEWATERED? IS THE WATER CLEAR? WHERE IS THE WATER BEING DISCHARGED TO? Y N N/A 10. IS A COPY OF THE SWPPP LOCATED ON THE CONSTRUCTION SITE? Q ❑ 11. HAS THE SWPPP BEEN FOLLOWED AND IMPLEMENTED ON SITE? Q ❑ 12. IS A SEDIMENTATION BASIN REQUIRED FOR THIS PROJECT AS SPECIFIED IN THE PERMIT? Q Ej ❑ 12.1. IF YES, ARE THEY MAINTAINED AS SPECIFIED IN THE PERMIT? Q ❑ 13. IS THE TOPSOIL ON THIS PROJECT BEING PRESERVED? Q I -I 13.1. IF YES, EXPLAIN HOW THE TOPSOIL IS BEING PRESERVED. IF NO, EXPLAIN WHY IT WAS INFEASIBLE. Y N N/A 14. ARE ALL INFILTRATION SYSTEMS MARKED TO AVOID COMPACTION? ❑ ❑ ❑ 14.1. DO ALL INFILTRATION AREAS HAVE PRETREATMENT DEVICES? ❑ ❑ ❑ 15. DESCRIPTION OF AREAS OF NON-COMPLIANCE NOTED DURING THE INSPECTION, REQUIRED CORRECTIVE ACTIONS, AND RECOMMENDED DATE OF COMPLETION OF CORRECTIVE ACTIONS: 16. PROPOSED AMENDMENTS TO THE SWPPP: 17. POTENTIAL AREAS OF FUTURE CONCERN: 18. ADDITIONAL COMMENTS DISCLOSURES: • AFTER DISCOVERY, THE PERMIT REQUIRES MANY OF THE DEFICIENCIES THAT MAY BE FOUND IN THIS CHECKLIST BE CORRECTED WITHIN A SPECIFIED PERIOD OF TIME. SEE PERMIT FOR MORE DETAILS. • THIS INSPECTION CHECKLIST IS AN OPTION FOR SMALL CONSTRUCTION SITES. LARGE CONSTRUCTION SITES AND LINEAR PROJECTS REQUIRE MORE EXTENSIVE/MORE LOCATION SPECIFIC INSPECTION REQUIREMENTS. • THE PERMITTEE(S) IS/ARE RESPONSIBLE FOR THE INSPECTION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMP'S AS WELL AS EROSION PREVENTION AND SEDIMENT CONTROL BMP'S UNTIL ANOTHER PERMITTEE HAS OBTAINED COVERAGE UNDER THIS PERMIT ACCORDING TO PART II.B.5., OR THE PROJECT HAS UNDERGONE FINAL STABILIZATION AND A NOTICE OF TERMINATION HAS BEEN SUBMITTED TO THE MPCA. covo 0 0 �e U FP Civil Engineering ^ Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 IrkFIRM GROUND Irk U) FM z LU 5FM a a I< N CO M Ln Ln O LU I- O 100J O U W N O M Ln Ln z 00 1Z LU W m z J p J W Y Q 0- C/) �ry �m J J LUY O O O T_ I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Ma thew R.Pavek DATE 11/04/19 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 11/4/19 CITY SUBMITTAL 12/12/19 CITY RESUBMITTAL 01/22/20 CITY RESUBMITTAL DRAWN BY:JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY DATE DESCRIPTION :3WPPP - ATTACHMENTS SW1 5 ■ 1/22/2020 1:16:48 PM © COPYRIGHT CIVIL SITE GROUP INC. • .............................................. ................ ............ !� I I I I I I !llli wba* 1:11 im I it I i!! 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O tom) C U CO- CNa tomM=t � U �a- 1 / j17 16 15 14 �Z� - — — 18 1 O i 19 20 I_ 21 I 22 I 23 24 25 26 IIIIIIIII 27 28 29 I 30 9 I 31 32 I 10 PARKING REQUIREMENTS: At 2.25 STALLS/UNIT= 207 REQUIRED NOTE: ONLY 1.1 STALLS/UNIT ARE ALLOWED TO BE UNCOVERED= 101 ALLOWED ON GRADE SEEKING FLEXIBILITY TO ALLOW FOR 1 STALL/BEDROOM: (42) 1 BEDROOMS + (46) 2 BEDROOMS + (4) STUDIOS= 138 STALLS PROPOSED: 76 BELOW GRADE STALLS 80 ON GRADE STALLS 156 TOTAL STALLS E 13 12 11 10 F G 09 08 07 76 PARKING GARAGE STALLS — 44 45 46 43w 42 41 40 0 PARKING GARAGE C100 1/16" = 1'-0" 33 47 48 49 I I I I I / I I 06 05 04 03 02 01 76 75 74 73 / I I I O N I I - 2.9 50 51 52 53 72 71 I �)IIOI I I� LJLJ LJ� 1 70 F I REFUSE': — 4.5 69 54 ! 5 68 55 I 67 56 r — 5.7 I ! � 57 II 58 .IIIA.. � I 65 59 J — — 7 1 64 60 4:: 7.5 63 61 I I 62 08 I I I I 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the state of Minnesota Thomas P. Wasmoen MM/DD/YYYY 20891 Date License No. PARTNERS/CONSULTANTS OWNER PROJECT MONTICELLO 92 UNIT APARTMENT SCHOOL BLVD MONTICELLO, MN PROJECT NO. 19.055 DRAWN BY R. NICHOLS CHECKED BY T. WASMOEN ©COPYRIGHT 2019 FIRMGROUNDAE INC. R � GON ioN # I ISSUE/REVISION I DATE SHEET TITLE UNDERGROUND PARKING PLAN SHEET NUMBER N C100 PLAN FIRM GROUND rchitects & engineers 39 38 37 36 35 34 0 PARKING GARAGE C100 1/16" = 1'-0" 33 47 48 49 I I I I I / I I 06 05 04 03 02 01 76 75 74 73 / I I I O N I I - 2.9 50 51 52 53 72 71 I �)IIOI I I� LJLJ LJ� 1 70 F I REFUSE': — 4.5 69 54 ! 5 68 55 I 67 56 r — 5.7 I ! � 57 II 58 .IIIA.. � I 65 59 J — — 7 1 64 60 4:: 7.5 63 61 I I 62 08 I I I I 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the state of Minnesota Thomas P. Wasmoen MM/DD/YYYY 20891 Date License No. PARTNERS/CONSULTANTS OWNER PROJECT MONTICELLO 92 UNIT APARTMENT SCHOOL BLVD MONTICELLO, MN PROJECT NO. 19.055 DRAWN BY R. NICHOLS CHECKED BY T. WASMOEN ©COPYRIGHT 2019 FIRMGROUNDAE INC. R � GON ioN # I ISSUE/REVISION I DATE SHEET TITLE UNDERGROUND PARKING PLAN SHEET NUMBER N C100 PLAN FIRM GROUND rchitects & engineers A B OD E F9 G H (:0 3E" - 0" �_9'- 6112" 24' - 8" 25'- 2 3/4" 36'- 0" 36'- 0" F7h-1 FF --cD BED 213ED 1 BED 1 BED 116 117 E1181 Enll2 BED 2 BD 11 12 o o L L n - -cc:xf: 7 ® °° ❑ d— E9 7 CE ... IS o OK OL g �J IIII cc 1 BED Ivi ±A F--� .17 f '1�4 7 � L L (�)T *R ----1 [ �rr I �- r r L '171 1 BED 2 BED 1 BED 2 BED 130 � 1*1 126 �® _ TRASH RM� ]� F f 4 MEP/STAR — - - 7I�I LL�1�I JAN. o® 1 BED ^I� 1] - � L ❑ STUDIO � o , 133 ' 1 BED 5 i bt:u - -- - 135 Lf 129 Fe 1= TE [ �I UNIT LEGEND o 00 F[01 —Zir— L❑ 11 PER EACH FLOOR 2-3 ❑ 1 BED N❑ 2 BED 10 ON FLOOR 4 1 BED :.• 127 12 PER FAC:I-I FI -I FI QQR 9-d 2 R 1 PER EACH FLOOR 2-4 ❑ STUDIO 24 UNITS PER EACH FLOOR 2-3 kD 23 UNITS ON FLOOR 4 ❑ aEl07 ❑ 2 BED ❑ ❑ � BED 115 4 IF g I I I I 1 0 00122 REFERENCE SECOND FLOOR 1/16" = 1'-0" u — m co u aC 1 BED rkp -- 134 1 BED UP cc VIII I 1 2 BED ❑❑ 2 BED 1 123 122 I I I I 1=—� � _ � J I OFFICE 2 BED TRASH 156 LOBBY GUEST SUITE 423 SF L - J - Jul 2 - ---au] 484 SF cc L J C MAINT.OFFICE ❑ FF- 159 MAIL d L � � I 158 SF M D 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com ITiereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the state of Minnesota Thomas P. Wasmoen MM/DD[YYYY 20891 Date License No. PARTNERS/CONSULTANTS I L 2 BED 151 I� �f J 0�rci ❑-jj aC a] I ❑❑u aC REi H j EQUIP. ❑ 3I iii n 1 1 BED 181 I o JL �i ❑-7r�t 01 ❑ D - c 180 o 00 •� COMM ROOM L*01 729 SF 2 BED STOR. 1 BED '° 6 1 179 0 IC)- 1 � I III 2 BED 2 BED 175 EEVI I r(ld 0 M I 9 �� s 1 BED 1 BED 177 - 178 0 0 .. 11 10 '� 1 REFERENCE FIRST FLOOR 01 0 1/16" = V-" 2 BED 152 - d 2. BE REST. LOUN� _1 0TOrlAG1= 168 — - - 662 SF 2 BED 172 TRASH � � ❑ `�I�I I III JAN OUTDOOR AMENITY PATIO UNIT LEGEND 10 ON FLOOR 1 ❑ 1 BED 10 ON FLOOR 1 ❑ 2 BED 1 ON FLOOR 1 ❑ STUDIO 21 TOTAL UNITS ON FLOOR 1 0 1 BED ❑o° f � 1 1 1 1 BED 146 1 BED o 148 ❑o° 0 � cc oIF I cc 1 gBED Fff Via_P I� 1 BED ,,• ' IIIIII 149 Hi H f 2 BED ❑❑ 2 BED Elm] • • 154 Mot t�cjmi f [ I � I OWNER PROJECT MONTICELLO 92 UNIT APARTMENT SCHOOL BLVD MONTICELLO, MN PROJECT NO. 19.055 DRAWN BY R. NICHOLS CHECKED BY T. WASMOEN © COPYRIGHT 2019 FIRMGROUNDAE INC. td &I � ION CON # ISSUE/REVISION DATE SHEET TITLE FLOOR PLANS Lo Ln O M N O O s� SHEET NUMBER C N E (`2' Q o (VJ ❑ d,.7 Iv2 o tC1 01 ai e � dN' V;1 PLAN FIRM GROUND w � LM_ ti��S architects & engineers FE u FEE ■ 1� C 1� .i. FIRM G R O U N D mm:mv.0 - ksi 0 N24mm. oil 1 i MIS 1 III UP NO FIRM G R O U N D Ails 1 `Z.4 Spack SOLUTIONS Technical Memorandum To: Angie Wehmhoff, Kjellbergs Inc. From: Max Moreland, PE, PTOE Date: November 18, 2019 Re: Trip & Parking Generation Assessment — Monticello Residential Purpose of Report and Study Objectives A new 92 -unit multi -family residential development is proposed on School Boulevard immediately east of the Walmart at 9320 Cedar Street in Monticello, Minnesota. This technical memorandum presents a high-level traffic and parking analysis of the proposed development. The primary purpose is to determine the amount of traffic to be generated by this development and how that impacts surrounding intersections. The peak period parking demand for the development will also be forecast and compared to the proposed parking supply. A site plan dated November 4, 2019 is attached for reference. Conclusions Using standard trip generation data for the proposed 92 -unit multi -family housing development, the expected weekday changes in traffic volumes are: • An increase in total daily trips by 500 trips. • An increase in total a.m. peak hour trips by 34 trips. • An increase in total p.m. peak hour trips by 41 trips. Though the trip generation from this site will cause an increase in area traffic volumes, the site is not forecast to be a high traffic generator. No significant operational impacts are anticipated for the surrounding roadways and intersections due to trips from this proposed development. The site is proposing to include 156 parking stalls for the residential development. It is anticipated that the peak period parking demand for the development will be 121 parking stalls. This suggests the proposed parking supply for the site will be sufficient. 1 Main St SE, #204, 1(888) 859-9425 www.spacksotutions.com Minneapolis, MN 55414 USA 0 0 Spack Solutions 2 of 5 Monticello Residential Trip & Parking Generation Assessment Site Characteristics The site is located off of School Boulevard immediately east of the Walmart at 9320 Cedar Street in Monticello, Minnesota. The existing access on School Boulevard for the Monticello Pet Hospital and Kjellberg Business Center will be utilized for this development. The residential building will be south of the existing buildings on site with vehicles travelling through the existing parking areas to get to/from the residential area. The existing parking areas will be reconfigured to allow for a few additional parking spaces for the existing buildings. There will be a total of 241 parking spaces on site; 48 for the Kjellberg Business Center building, 37 for the Monticello Pet Hospital building and 156 for the proposed residential building. For the residential building, 80 parking stalls will be at grade and 76 below grade. Trip Generation The traffic forecasts for the site are based on the data and methods published in the Institute of Transportation Engineers (ITE) Trip Generation Manual, 10th Edition. The ITE Trip Generation Manual is a compilation of traffic data for various land uses from existing developments throughout the United States. In addition to the new residential building, trip generation estimates were made for the existing buildings on site. It is assumed that the business center is occupied by general office uses. Table 1 presents the weekday trip generation with the proposed development and existing buildings trip generation numbers included for comparison. Table 1— Weekd Trip Generation Multi -Family Mid -Rise Housing - 92 Units 250 250 9 25 25 16 (ITE 221) Animal/Veterinary Hospital/Clinic-7,800 84 84 19 9 11 17 square feet (ITE 640) General Office —12,800 square feet 62 62 13 2 2 12 (ITE 710) Total Site Trips 396 396 41 36 38 45 It can be seen in Table 1 that the forecast trip generation for the proposed residential building is higher than what would be expected for the rest of the site over the course of a weekday. In both peak hour scenarios, the peak hour volumes for the new residential development are forecast to be less than 45 trips. ITE's Transportation Impact Analyses for Site Development report recommends a detailed traffic impact study be done for developments generating 100 Spack Solutions 3 of 5 Monticello Residential Trip & Parking Generation Assessment or more new trips in a peak hour. That is the threshold where development traffic may adversely impact the transportation system and intersection operations should be analyzed. Based on this threshold and the results shown in Table 1, a full study would not be needed. Intersection Impact Analysis To see the impact of site trips on surrounding intersections, vehicles need to be distributed from the development throughout the roadway network. A trip distribution pattern for trips going to/from the proposed residential development was developed based on location and access to the surrounding region. That pattern is: • 20% of the generated traffic to/from the north on MN -25 • 5% of the generated traffic to/from the west on School Boulevard • 15% of the generated traffic to/from the south on MN -25 • 10% of the generated traffic to/from the south on Edmonson Avenue • 40% of the generated traffic to/from the east on School Boulevard • 5% of the generated traffic to/from the north on Edmonson Avenue • 5% of the generated traffic to/from the north on Cedar Street Using the trip generation and trip distribution, new trips for the residential development were routed through the following intersections: • School Boulevard & MN -25 • School Boulevard & Cedar Street • School Boulevard & Edmonson Avenue The new site trips from the residential development are shown in Figure 1. Spack Solutions Figure 1— New Site Trips 4 of 5 Monticello Residential Trip & Parking Generation Assessment AM Peak Hour L ' --0 PM Peak Hour As seen in Figure 1, the highest hourly volume increase for any intersection movement due to the new site traffic is 10 vehicles making eastbound and westbound through movements at the School Boulevard intersections with Cedar Street and Edmonson Avenue. That equates to an increase of approximately one vehicle every six minutes for those movement. Based on these volumes, none of the surrounding intersections are anticipated to be significantly impacted by site traffic. Spack Solutions 5 of 5 Monticello Residential Trip & Parking Generation Assessment Parking Generation The Institute of Transportation Engineers (ITE) has put together a document, ITE Parking Generation, 51 Edition, that compiled parking demand data from different land uses. Using that data, weekday peak period parking demands were calculated for each land use of this development. Those peak period parking demands are summarized in Table 2 along with the proposed parking supply. Table 2 — Peak Period Pa Demands Multi -Family Mid -Rise Housing - 92 Units 121 156 (ITE 221) Animal/Veterinary Hospital/Clinic-7,800 square 26 37 feet (ITE 640) General Office —12,800 square feet 31 48 (ITE 710) Total Site 178 241 As shown in Table 2, the peak period parking demand for each portion of the site, as well as the entire site, is forecast to be within the proposed parking supply for the site suggesting the proposed parking supply for the site will be sufficient. °di a MIG NW'O11301UNOW u Meg%�� S1N3WINVd`d 01130I1NOWad p�M��------------------ °di a C6 s s dos° H i� LL u Meg%�� p�M��------------------ O g oar _ & rc�15 off gI III U C6 s s dos° H i� p�M��------------------ & off gI III C6 s s dos° H i� wsb December 20, 2019 Matt Leonard City Engineer/Public Works Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Kjellberg Firm Ground Apartments Development Stage PUD, Preliminary and Final Plat Plan Review City Project No. 2019-027 WSB Project No. R-014468-000 Dear Mr. Leonard: o We have reviewed the traffic memo dated November 18, 2019 as prepared by Spack Solutions, preliminary and final plat dated November 15, 2019, preliminary civil plans and stormwater Z management plan dated December 12, 2019, as prepared by CivilSite Group and offer the m following comments: U) Traffic Memo 0 1. The applicant has provided an estimate of the average daily traffic and peak hour traffic generated from the entire site as developed. The existing access from School Boulevard will be utilized. It appears that the existing turn lane configurations on School Blvd have co IF adequate capacity to accommodate the projected volumes from the proposed site. The City is reviewing intersection controls along the School Boulevard corridor to determine if LO and when any modifications are needed. Future special assessments may apply to the LO property for future improvements. Preliminary and Final Plat 2. Monticello Business Center 7th Addition already exists as the Aldi site, therefore the plat o name will need to be renamed. a w Z 3. The proposed site is currently platted as Outlot A, Monticello Business Center 6th Addition 7; plat, which includes a blanket drainage and utility easement over the Outlot. The 0 easements will need to be vacated with required easements for the utilities dedicated on the final plat. w U) 4. The drainage and utility easements shown on the plat needs to be revised to remove the easement where the courtyard is located, as that area is no longer being used as an U) infiltration basin. w Z > 5. The applicant shall enter into a stormwater maintenance agreement with the City to ¢ maintain the infiltration basin and storm sewers stem and drainage and utility ¢ Y 9 Y easements Z do not need to be platted for these areas. w X 0 K:\014468-000\Admin\Docs\Ltr-m-leonard Kjellberg-122019.docx Kjellberg Firm Ground Apartments December 20, 2019 Page 2 Preliminary Civil Plans Site Plan 6. The applicant should consider creating a separate drive aisle to the proposed apartment building in lieu of accessing the building through the existing parking lots. See planning report. A sidewalk should extend from the proposed apartment building to the existing pathway along School Blvd. 8. Show handicap parking stalls compliant with ADA regulations. 9. The civil and architectural site plans should be consistent. The elevations and grades are not the same between the plans. Utilitv Plan 10. The watermain should be looped within site as identified in the original preliminary plat or the applicant shall provide documentation that there is adequate pressure and fire flow to serve the site. 11. A wet -tap connection to the existing watermain does not appear to be needed for the watermain extension. The existing hydrant is being removed, therefore a gate valve should be installed and the watermain extended. 12. Label the connections needed, gate valve and watermain service size and length of water service. 13. Identify proposed fire hydrant locations. The plans identify that existing hydrants will be salvaged and reinstalled, but do not show the new hydrant locations. 14. The building department will then review the proposed fire hydrant location(s) and emergency vehicle access/circulation. A turning radius template drawing for the ladder truck shall be provided. 15. Identify irrigation stub locations and submit an irrigation plan to the building department with the building permit. 16. Confirm that the 8 -inch sanitary sewer size is adequate per Ten State Standards. 17. A note should be added to the plans that the City will not be responsible for any additional costs incurred that is associated with variations in the utility as -built elevations. These elevations shall be verified in the field prior to construction Grading Plan 18. Label the % grade for the parking lot. 19. Show the rim and invert elevations of the storm sewer. Kjellberg Firm Ground Apartments December 20, 2019 Page 3 20. Riprap shall be grouted per City general specifications. 21. Verify that the 959.50 EOF elevation is accurate as the surrounding contour elevations appear higher to be higher. Landscaping will need to be modified/removed to not block the EOF route. 22. Provide trench drain design and information on the storm sewer pumping system. The pumping system will need to comply with the Building Code. 23. Confirm all roof drainage is being directed to the infiltration basin. 24. Provide documentation that retaining walls greater than 4.0 feet in height are certified by a professional engineer and a building permit has been acquired. A fence or railing is required along the top of the wall. 25. The City's Wellhead Protection Plan identifies this site within the "low vulnerability" DWSMA, but it is outside of the Emergency Response Area (ERA), therefore infiltration is allowed. Residential uses typically do not pose a risk of potential contaminants and will be reviewed at the time of proposed development submittal. 26. An NPDES/SDS Construction Storm Water General Permit (CSWGP) shall be provided with the grading permit or with the building permit application for review, prior to construction commencing. 27. Verify landscaping on the west side of building will not block the drainage swale. Stormwater Management Plan 28. Provide modeling calculations for the 10 -day snowmelt (7.2") event. 29. Provide soil borings to confirm soil type, infiltration rates, and groundwater elevation. Confirm that there is a 3 -foot separation between the bottom of the infiltration areas and the groundwater elevation. 30. Pretreatment for runoff to infiltration basin is required. A 4 -foot sump manhole is required at the last structure (CBMH 22) before entering the infiltration basin. 31. According to the City's design guidelines, the maximum size slope for the infiltration basin should be 4:1, see Detail 4 on page C5.1. 32. Provide a detail for outlet control structure for pond. 33. Provide rational method calculations confirming adequacy of the storm sewer design for the 10 -year storm event including the trench drain design. Water Qualitv and Volume Reduction 34. Applicant is required to infiltrate 1.1" over the net new impervious area. Required Infiltration Amount 10,665 cf Proposed Infiltration Amount 11,687 cf 35. The infiltration ponding depth proposed is from elevation 956.5 to 958.3 or 1.8 ft. An infiltration rate of 0.45 in/hr has been assumed in the HydroCAD model. In a 48 hr period, the amount of drawdown equates to 1.8 -feet given the infiltration rate of 0.45 in/hr. As shown, the basins will drawdown within a 48-hour period. Geotechnical borings need to Kjellberg Firm Ground Apartments December 20, 2019 Page 4 be submitted to confirm soil type, infiltration rates, and groundwater elevation. Confirm that there is a 3 -foot separation between the bottom of the infiltration areas and the groundwater elevation. Rate Control 36. The site will utilize the regional basin for rate control. The regional basin assumed that this site would have a curve number of 72, the actual curve number for this development is 83. Therefore, the site has provided rate control for the difference between curve number 72 and 83. The difference was determined by the applicant as a 100 -yr rate of 4,413 cf/acre. Applying this to the entire site identifies that 19,409 cf of storage is required for rate control on this site. This storage volume is met in the infiltration basin. The rate control requirement has been met with the proposed pond and the regional pond. Freeboard 37. Given the low opening for the garage is a 960.33 the EOF should be identified as 1.5' below that elevation at 958.83. 38. The FFE of 971.00 is more than the required 2 feet above the HWL of 959.78, however the underground parking area has an opening elevation of 960.33 which does not meet freeboard requirements of 2 -feet above the HWL. Consider installing a berm to mitigate this. If this cannot be mitigated, the development agreement will include language indemnifying the City from any damages arising from the design and construction of the site and structure and that the property owner shall be responsible for any and all flooding and associated property damage to the structure, appurtenances and tenants' property for not meeting the freeboard requirement. Please have the applicant provide a written response addressing the comments above. Please give me a call at 612-360-1304 if you have any questions or comments regarding this letter. Sincerely, WSB IA�- - t, �.,OPLI Shibani K. Bisson, PE Senior Project Manager Ron Hackenmueller From: Sent: To: Subject: Ron, I have the following comments: Dan Klein Thursday, November 7, 2019 12:38 PM Ron Hackenmueller Monticello Apartments �'rvw �jy�i 1. Must have access within 300 feet of any exterior wall. I would like this to be similar to the senior high rise where the trail around back would support the weight of our ladder. 2. Hydrants every 300 feet 3. Must have VHF/800mhz radio coverage tested and be within acceptable limits or install amplification. 4. FDC be accessible with no parking in front of it. :5) V{r4� /Sf-cr,,- toctt,'@k o4 �ir�-ydrati� Thank you, Dan Klein Fire Marshal/Emergency Manager City of Monticello 505 Walnut St Monticello MN, 55362 Direct : 763-271-7463 Email: dan.klein@ci.monticello.mn.us A� N 50 25 0 25 50 100 NONNI SCALE IN FEET SCALE: 1 INCH = 50 FEET Basis of Bearings: The Northwesterly line of Outllot A, MONTICELLO BUSINESS CENTER 6TH ADDITION is assumed to bear North 260 04' 10" East. 0 Denotes a Found Iron Monument (Type as shown on plat) O Denotes a 1/2 inch by 14 inch Rebar Marked "RLS 44565" NOT TO SCALE MONTICELLO BUSINESS CENTER SEVENTH ADDITION i \ v rye. � y / <� v� \ r, L L— \ , < r Z2(9.0 �l 4--6.32, I s4„ R,zz ;l 2n `Orner Pall in M- n 7 V r� G KNOW ALL PERSONS BY THESE PRESENTS: That Kjellbergs Business Center, a Minnesota corporation, fee owner of the following described property situated in the County of Wright, State of Minnesota, to wit: Outlot A, Monticello Business Center 6th Addition, Wright County, Minnesota. Has caused the same to be surveyed and platted as MONTICELLO BUSINESS CENTER SEVENTH ADDITION and does hereby dedicate to the public, for public use, the public way and the drainage and utility easements created by this plat.. In witness whereof said Kjellbergs Business Center, a Minnesota corporation, has caused these presents to be signed by its proper officer this day of 20 Kjellbergs Business Center (Signature) (Printed Name) (Title) STATE OF COUNTY OF This instrument was acknowledged before me this day of 20 by the of Kjellbergs Business Center, a Minnesota corporation, on behalf of the company. My Commission Expires: Notary Public, Signature Notary Printed Name Notary Public County, SURVEYORS CERTIFICATE I Rory L. Sysntelien, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of the surveyor's certification are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of , 20 Rory L. Synstelien, Licensed Land Surveyor Minnesota License No. 44565 STATE OF MINNESOTA, COUNTY OF This instrument was acknowledged before me this day of Notary Public, Signature Notary Printed Name Notary Public County, MONTICELLO PLANNING COMMISSION Be it known that at a meeting held on this day of MONTICELLO BUSINESS CENTER SEVENTH ADDITION. Planning Commission, City of Monticello, Minnesota By , Chairperson , 20 , by Rory L. Synstelien, Land Surveyor, Minnesota Licence No. 44565. My Commission Expires: , 20 the Planning Commission of the City of Monticello, Minnesota did hereby approve this plat of CITY COUNCIL, MONTICELLO, STATE OF MINNESOTA This plat of MONTICELLO BUSINESS CENTER SEVENTH ADDITION was approved by the City Council of the City of Monticello, Minnesota at a regular meeting held this day of , 20 , and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. By , Mayor By , 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 AUDITOR/TREASURER Pursuant to Minnesota Statutes, Section 505.021, Subdivision 9, taxes payable in the year on the land hereinbefore described have been paid. Also pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfers entered this day of , 20 VICINITY MAP SEC. 14 - T121 - R25 By I NOT TO SCALE MONTICELLO BUSINESS CENTER SEVENTH ADDITION i \ v rye. � y / <� v� \ r, L L— \ , < r Z2(9.0 �l 4--6.32, I s4„ R,zz ;l 2n `Orner Pall in M- n 7 V r� G KNOW ALL PERSONS BY THESE PRESENTS: That Kjellbergs Business Center, a Minnesota corporation, fee owner of the following described property situated in the County of Wright, State of Minnesota, to wit: Outlot A, Monticello Business Center 6th Addition, Wright County, Minnesota. Has caused the same to be surveyed and platted as MONTICELLO BUSINESS CENTER SEVENTH ADDITION and does hereby dedicate to the public, for public use, the public way and the drainage and utility easements created by this plat.. In witness whereof said Kjellbergs Business Center, a Minnesota corporation, has caused these presents to be signed by its proper officer this day of 20 Kjellbergs Business Center (Signature) (Printed Name) (Title) STATE OF COUNTY OF This instrument was acknowledged before me this day of 20 by the of Kjellbergs Business Center, a Minnesota corporation, on behalf of the company. My Commission Expires: Notary Public, Signature Notary Printed Name Notary Public County, SURVEYORS CERTIFICATE I Rory L. Sysntelien, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of the surveyor's certification are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of , 20 Rory L. Synstelien, Licensed Land Surveyor Minnesota License No. 44565 STATE OF MINNESOTA, COUNTY OF This instrument was acknowledged before me this day of Notary Public, Signature Notary Printed Name Notary Public County, MONTICELLO PLANNING COMMISSION Be it known that at a meeting held on this day of MONTICELLO BUSINESS CENTER SEVENTH ADDITION. Planning Commission, City of Monticello, Minnesota By , Chairperson , 20 , by Rory L. Synstelien, Land Surveyor, Minnesota Licence No. 44565. My Commission Expires: , 20 the Planning Commission of the City of Monticello, Minnesota did hereby approve this plat of CITY COUNCIL, MONTICELLO, STATE OF MINNESOTA This plat of MONTICELLO BUSINESS CENTER SEVENTH ADDITION was approved by the City Council of the City of Monticello, Minnesota at a regular meeting held this day of , 20 , and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. By , Mayor By , 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 AUDITOR/TREASURER Pursuant to Minnesota Statutes, Section 505.021, Subdivision 9, taxes payable in the year on the land hereinbefore described have been paid. Also pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfers entered this day of , 20 0) By Wright County Auditor/Treasurer \\� ""a z, / M WRIGHT COUNTY RECORDER IV / j � 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 filed in Cabinet No. Sleeve as Document Number ti��h�~ / "Ag ry a Q, m - , / ^ \ \ / Q)y A / , I / i Wright County Recorder S61 ttr 44; 5",LD o0j0, /�r \4. WRIGHT COUNTY REGISTRAR OF TITLES / ^ / I hereby certify that this instrument was filed in the office of the Registrar of Titles for record on this day of 20 3502 zs4 / v at o'clock M. and was duly filed in Cabinet No. Sleeve as Document Number 8 'II Wright County Registrar of Titles I (C ROV OR a OR ((P�) / CG) R Oo M p City Council Agenda: 01/27/2020 4C. Consideration of adopting new compensation program (Kevstone Job Leveling Svstem) including initial point analvsis and establishing order of implementation (moving emplovees to nearest step on the new pav system effective February 29, 2020). A. REFERENCE AND BACKGROUND: City Council is asked to consider adopting a new compensation program including initial point analysis of positions and establishing an order of implementation which includes moving employees to the nearest step on the new pay system effective February 29, 2020. The city's last compensation study took place in 2007 with implementation occurring in 2008. Since the last compensation study in 2008 the market has changed, positions have been added/removed/repointed within our current system, and Monticello's cost of living increases did not keep up with the market. Therefore, even though we are currently compliant with the Local Government Pay Equity Act, it is appropriate at this time to take a look at our current compensation program and conduct a market study of comparable cities to ensure our evaluation methods are comprehensive and our compensation is competitive with the market. The objectives of the recent study conducted by Keystone Compensation Group included the following: 1) Review and update all job descriptions. This step was conducted internally. 2) Review the current job evaluation system and recommend an alternative if necessary. 3) Evaluate city jobs and confirm internal eQuity. 4) Conduct a competitive market analysis for City's compensation program. 5) Calibrate and align the wage structure with the market and within internal job grades. 6) Evaluate the budget impact for implementing the new salary ranges. Indirect Objectives: 1) Increase the City's ability to retain and attract qualified employees. 2) Ensure the compensation program is in coma_ liance with the Local Government Pay Equity Act. The City Administrator and Human Resources Manager met with consultant, Saado Abboud throughout the study to review objectives, discuss pay strategy, identify comparable cities. At council workshops in October 2019 and January 2020 the full City Council had the opportunity to review the study results and the consultant's recommendation and ask follow-up questions related to the proposed program. In summary the new program design includes: 1) New salary structure based on both internal job evaluation and the market. 2) Range maximums are set at the trendline of the average range maximums for peer group cites. 3) Range minimums are set at 80% of range maximums. 4) The new salary structure has 17 job grades. 5) Step progression from minimum to maximum is approximately 3.25% City Council Agenda: 01/27/2020 Transition and Implementation: 1) Upon adoption employees will be placed on the step closest to their current pay rate within the new pay range for their position. If the employee is currently at step 7.5 or 8, had/has a positive performance review between January 1, 2020 and February 28, 2020, and missed the opportunity to increase a full step on their pay scale had this been effective January 1, 2020, the employee will be placed on the step closest to their current pay rate within their new rate and moved up 1/2 or 1 step accordingly. This situation applies to an estimated six (6) employees. 2) Employees will be provided personalized information related to their position within the new plan. The roll-out to employees will include a process for a job evaluation review if they want to appeal their position's grade assignment within the program. The Human Resources Manager will manage the appeal process with assistance from the consultant as needed. Any recommended grade changes will be reviewed with the Personnel Committee at their February meeting. IMPORTANT: Additional information related to this agenda item: ➢ The consultant's recommendation to consider an equity adjustment for employees who have been in their same or similar position within the City for 10+ years whose initial placement within the new system results in placement below the average median pay for the position (step 6) is not part of the staff recommendation. ➢ The consultant's recommendation related to the pay range for part-time liquor store clerks has been reviewed as a separate item by the Personnel Committee. The updated pay range recommendation is included as a separate agenda item for consideration. ➢ Adoption of new pay plan excludes placement within the recommended pay ranges for employees covered by a collective bargaining agreement. Bargaining Unit wages must be negotiated separately on an annual basis. ➢ The compensation program does not propose any changes to employee benefits which were found to be at par with benefits provided to employees by other cities. Al. Budget Impact: The 2020 General Fund budget includes $15,000 to transition employees to the closest step on the new scale and $35,000 for 2020 step increases. The 2020 budget includes pay increases for the remaining affected funds as follows: EDA - $3,000, DMV - $17,000, MCC - $9,000, Water/Sewer - $4,000, and Liquor Store - $14,000. The five-year accumulative estimated total cost for implementing the new pay systems is as follows (excludes part-time liquor employees): New Plan - Step Increase ]TMI Total 101 General Fund $ 645,742 213 EDA $ 31,903 217 DMV $ 115,888 226 MCC $ 153,563 601/602 Water -Sewage $ 12,431 609 - Liquor $ 158,820 Total $ 1,118,347 2 B. C. la City Council Agenda: 01/27/2020 Assuming 3% annual wage inflation, the five-year annual estimated cost for the above is as follows: New Plan Increase 3% Inflation Total 101 General Fund $ 698,556 213 EDA $ 34,468 217 DMV $ 124,925 226 MCC $ 165,761 601/602 Water -Sewage $ 13,168 609 - Liquor $ 170,999 Total 111111 $ 1,207,877 The above schedules assume the entire current workforce making annual steps through the new pay system. No assumptions were made regarding attrition, promotions, or other progressions or regressions. As you know, this topic has been the subject of considerable study and discussion via meetings conducted by the Personnel Committee and two workshops by the City Council. Staff appreciates the effort made by Council fully understand the concepts, operation and associated business necessity of operating a well-designed and market sensitive compensation program. Going forward sound financial planning will need to occur in order to implement this change without over -burdening the tax payer. This means that Staff and Council will need to evaluate staffing and service levels judiciously. Further, timing and extent of future capital purchases may be impacted to accommodate the updated compensation program. B1. Staff Workload Impact: Prepare notices for employees, review submitted appeals, create a new set-up on our payroll system, and adjust grades and steps within the payroll system for each employee. ALTERNATIVE ACTIONS: 1. Motion to approve adoption of new compensation program (Keystone Job Leveling System) and establishing order of implementation (moving employees to nearest step on the new pay system effective February 29, 2020). 2. Motion to deny. 3. Other STAFF RECOMMENDATION: Staff recommends Alternative Action #1 approving adoption of the Keystone Job Leveling System including the initial point analysis of positions and implementation plan as recommended. Decision one and the associated actions are very similar to the action taken when the pay scale was updated in 2007 as a result of a similar study. SUPPORTING DATA: A. Keystone Job Leveling System Method Summary Sheet B. Keystone Job Leveling System Salary Schedule- Adjusted by % for 2020. 3 Keystone Job Leveling System A Point -Factor Evaluation Method Evaluate jobs to determine their level within your organization, ensure internal equity, and facilitate aligning your overall pay program with the labor market. How It Works The Keystone Job Leveling System is designed to incorporate the most widely used job evaluation factors to establish an internal job hierarchy. The system uses five compensable Factors to assign levels to each job. These levels are then converted into Five Evaluation Factors These factors help measure the work assigned to jobs and the requirements candidates need in order to perforin the job and deliver business results. 1. Knowledge, Skills & Competence: The knowledge and skills gained through formal education, training, and on the job experience required for fulfilling the purpose of the job. points using a specialized spreadsheet. 2. Level of Responsibility/Accountability: The spreadsheet provides an overall The impact of job holder on achieving the objectives of their team, department, business report and can be sorted by level to function, or the whole organization. ensure evaluation results are viewed as fair and credible. Client organizations receive a guide For this job evaluation system and a -opy of the spreadsheet calculator to maintain this job evaluation internally. )nce the evaluation process is -ompleted for all the jobs, a regression inalysis may be used to assist with treating salary ranges based on narket data and the internal evaluation points. The regression analysis enables organizations to -ompare their pay with the market ind evaluate the competitiveness of :heir overall pay program. The system ilso facilitates the process of assigning obs to appropriate grades when narket data are not readily available. 3. Level of Complexity/Mental Effort: Complexity refers to the variety and diversity of the work assigned to the job, as well as the complexity of the decisions need to be made to deliver expected results. 4. Contacts & Interpersonal Skills: The extent to which the work involves making contacts, communicating, negotiating, or influencing decision-making with people inside and outside the organization. S. Working Environment: Refers to exposure to extreme temperature, unpleasant conditions, injury, and health hazards; in addition, this factor looks at the physical demands that are part of the regular work environment. www.keystonecomp.net KEYSTONE COMPENSATION GROUR,C Grades Grades City of Monticello 2020 Salary Ranges - Keystone Annual Steps Effective 2/29/20 1 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 100 $29,956.99 $30,466.18 $30,932.93 $31,442.11 $31,930.08 $32,460.48 $32,969.66 $33,500.06 $34,051.68 $34,603.30 $35,154.91 $35,727.74 $36,300.58 $36,873.41 $37,446.24 110 $35,303.42 $35,876.26 $36,449.09 $37,043.14 $37,637.18 $38,252.45 $38,867.71 $39,482.98 $40,119.46 $40,777.15 $41,434.85 $42,092.54 $42,771.46 $43,450.37 $44,129.28 120 $40,564.99 $41,222.69 $41,880.38 $42,559.30 $43,238.21 $43,938.34 $44,659.68 $45,381.02 $46,102.37 $46,844.93 $47,608.70 $48,372.48 $49,136.26 $50,048.54 $50,706.24 130 $45,911.42 $46,653.98 $47,396.54 $48,181.54 $48,945.31 $49,730.30 $50,536.51 $51,363.94 $52,170.14 $53,018.78 $53,867.42 $54,758.50 $55,628.35 $56,498.21 $57,389.28 140 $51,257.86 $52,085.28 $52,933.92 $53,782.56 $54,652.42 $55,522.27 $56,413.34 $57,346.85 $58,259.14 $59,192.64 $60,147.36 $61,123.30 $62,099.23 $63,096.38 $64,072.32 150 $56,604.29 $57,516.58 $58,450.08 $59,383.58 $60,338.30 $61,314.24 $62,311.39 $63,308.54 $64,326.91 $65,366.50 $66,427.30 $67,509.31 $68,570.11 $69,673.34 $70,755.36 160 $61,950.72 $62,947.87 $63,966.24 $65,005.82 $66,045.41 $67,106.21 $68,188.22 $69,291.46 $70,415.90 $71,540.35 $72,686.02 $73,874.11 $75,062.21 $76,250.30 $77,438.40 170 $67,212.29 $68,294.30 $69,397.54 $70,521.98 $71,646.43 $72,813.31 $73,980.19 $75,189.50 $76,377.60 $77,563.57 $78,859.87 $80,154.05 $81,427.01 $82,721.18 $84,015.36 180 $72,558.72 $73,746.82 $74,913.70 $76,144.22 $77,353.54 $78,605.28 $79,857.02 $81,172.42 $82,466.59 $83,803.20 $85,139.81 $86,518.85 $87,897.89 $89,298.14 $90,698.40 190 $77,905.15 $79,178.11 $80,429.86 $81,745.25 $83,060.64 $84,418.46 $85,755.07 $87,155.33 $88,534.37 $89,977.06 $91,419.74 $92,904.86 $94,389.98 $95,896.32 $97,381.44 200 $83,166.72 $84,524.54 $85,861.15 $87,261.41 $88,661.66 $90,104.35 $91,547.04 $93,032.16 $94,517.28 $96,044.83 $97,593.60 $99,184.80 $100,754.78 $102,367.20 $103,958.40 210 $88,513.15 $89,955.84 $91,398.53 $92,883.65 $94,368.77 $95,896.32 $97,423.87 $99,015.07 $100,585.06 $102,218.69 $103,852.32 $105,549.60 $107,246.88 $108,944.16 $110,641.44 220 $93,859.58 $95,387.14 $96,914.69 $98,484.67 $100,054.66 $101,688.29 $103,321.92 $104,997.98 $106,674.05 $108,328.90 ( $110,132.26 $111,935.62 $113,717.76 $115,521.12 $117,324.48 230 $99,206.02 $100,818.43 $102,430.85 $104,085.70 $105,761.76 $107,480.26 $109,198.75 $110,980.90 $112,741.82 $114,587.62 $116,412.19 $118,300.42 $120,188.64 $122,098.08 $124,007.52 240 $104,552.45 $106,249.73 $107,947.01 $109,707.94 $111,468.86 $113,272.22 , $115,075.58 $116,963.81 $118,830.82 $120,761.47 $122,692.13 $124,686.43 $126,680.74 $128,696.26 $130,690.56 250 $109,814.02 $111,596.16 $113,378.30 $115,224.10 $117,069.89 $118,979.33 $120,867.55 $122,840.64 $124,792.51 $126,829.25 $128,865.98 $130,966.37 $133,045.54 $135,167.14 $137,267.52 260 $115,160.45 $117,027.46 $118,894.46 $120,825.12 $122,776.99 $124,771.30 , $126,765.60 $128,823.55 $130,881.50 $133,003.10 $135,124.70 $137,331.17 $139,516.42 $141,744.10 $143,950.56 City of Monticello 2020 Salary Ranges -Keystone Hourly Steps Effective 2/29/20 1 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 100 $14.40 $14.65 $14.87 $15.12 $15.35 $15.61 $15.85 $16.11 $16.37 $16.64 $16.90 $17.18 $17.45 $17.73 $18.00 110 $16.97 $17.25 $17.52 $17.81 $18.09 $18.39 $18.69 $18.98 $19.29 $19.60 $19.92 $20.24 $20.56 $20.89 $21.22 120 $19.50 $19.82 $20.13 $20.46 $20.79 $21.12 $21.47 $21.82 $22.16 $22.52 $22.89 $23.26 $23.62 $24.06 $24.38 130 $22.07 $22.43 $22.79 $23.16 $23.53 $23.91 $24.30 $24.69 $25.08 $25.49 $25.90 $26.33 $26.74 $27.16 $27.59 140 $24.64 $25.04 $25.45 $25.86 $26.28 $26.69 $27.12 $27.57 $28.01 $28.46 $28.92 $29.39 $29.86 $30.33 $30.80 150 $27.21 $27.65 $28.10 $28.55 $29.01 $29.48 $29.96 $30.44 $30.93 $31.43 $31.94 $32.46 $32.97 $33.50 $34.02 160 $29.78 $30.26 $30.75 $31.25 $31.75 $32.26 $32.78 $33.31 $33.85 $34.39 $34.95 $35.52 $36.09 $36.66 $37.23 170 $32.31 $32.83 $33.36 $33.90 $34.45 $35.01 $35.57 $36.15 $36.72 $37.29 $37.91 $38.54 $39.15 $39.77 $40.39 180 $34.88 $35.46 $36.02 $36.61 $37.19 $37.79 $38.39 $39.03 $39.65 $40.29 $40.93 $41.60 $42.26 $42.93 $43.61 190 $37.45 $38.07 $38.67 $39.30 $39.93 $40.59 $41.23 $41.90 $42.56 $43.26 $43.95 $44.67 $45.38 $46.10 $46.82 200 $39.98 $40.64 $41.28 $41.95 $42.63 $43.32 $44.01 $44.73 $45.44 $46.18 $46.92 $47.69 $48.44 $49.22 $49.98 210 $42.55 $43.25 $43.94 $44.66 $45.37 $46.10 $46.84 $47.60 $48.36 $49.14 $49.93 $50.75 $51.56 $52.38 $53.19 220 $45.12 $45.86 $46.59 $47.35 $48.10 $48.89 $49.67 $50.48 $51.29 $52.08 $52.95 $53.82 $54.67 $55.54 $56.41 230 $47.70 $48.47 $49.25 $50.04 $50.85 $51.67 $52.50 $53.36 $54.20 $55.09 $55.97 $56.88 $57.78 $58.70 $59.62 240 $50.27 $51.08 $51.90 $52.74 $53.59 $54.46 $55.32 $56.23 $57.13 $58.06 $58.99 $59.95 $60.90 $61.87 $62.83 250 $52.80 $53.65 $54.51 $55.40 $56.28 $57.20 $58.11 $59.06 $60.00 $60.98 $61.95 $62.96 $63.96 $64.98 $65.99 260 $55.37 $56.26 $57.16 $58.09 $59.03 $59.99 $60.95 $61.93 $62.92 $63.94 $64.96 $66.02 $67.08 $68.15 $69.21 Monticello Council Connection January 27, 2020 CITY OF Monticello ADMINISTRATION Telecommuter Forward Update Following City Council's authorization at the January 13th City Council meeting, city staff submitted the application for Telecommuter Forward certification from the State of Minnesota Office of Broadband Development. Monticello was the fourth community to submit an application for the program, and we're working with representatives from the state to organize a visit to Monticello later this winter. We'll continue to keep councilmembers updated on progress with the program as it develops. CITY OF �r1t1C�� ............� Transactions December 2019, the DMV processed 10,240 transactions 2,342 more than December 2019. DMV year -to date revenue is $784,905.24 an increase of $93,076.52 or 13.5% over the same period last year. Please see the following graphs for more detail. $3,500,000 $3,000,000 $2,500,000 $2,000,000 $1,500,000 $1,000,000 $500,000 12,000 10,000 8,000 6,000 4,000 2,000 $900,000 $800,000 $700,000 $600,000 $500,000 $400,000 $300,000 $200,000 $100,000 160,000 140,000 120,000 100,000 80,000 60,000 40,000 20,000 DMV Revenue Comparison l/,YJ,-123 Dec 2011 Dec 2012 Dec 2013 Dec 2014 Dec 2015 Dec 2016 Dec 2017 Dec 2018 Dec 2019 DMV Transaction Comparison 10,240 Dec 2011 Dec 2012 Dec 2013 Dec 2014 Dec 2015 Dec 2016 Dec 2017 Dec 2018 Dec 2019 DMV Year -to -Date Revenue Comparison $784,905 Dec 2011 Dec 2012 Dec 2013 Dec 2014 Dec 2015 Dec 2016 Dec 2017 Dec 2018 Dec 2019 DMV Year -to -Date Transaction Comparison 141,613 Dec 2011 Dec 2012 Dec 2013 Dec 2014 Dec 2015 Dec 2016 Dec 2017 Dec 2018 Dec 2019 CHYOFI-MontlCello FIRE STATION PROJECT UPDATE Budget Status as of 1-22-20 Current year to date expenditures for the new fire station total $4,314,115 of the $5,350,000 projected project cost. This amount includes $183,504 of retainage earned by the contractor, but not yet paid. The breakdown of budgeted costs against actual costs are as follows: Anticipated Construction Change order#1 Change order#2 Change order#3 Change order#4 Change order#5 (partial) Design Fee Cost of Bonding M1sc Costs (inspections, signs, epoxy flooring, etc) Mechanical & Electrical Interior Design Civil (landscaping, road signs, etc) IT/Radio Contingency Sales Tax reimbursement $4,111,100 $3,638,233 88.5`4 -$12,835 -$12,834 $15 $15 $0 $0 $60,969 $60,969 $14,021 $0 $308,333 $316,182 102.5% $100,000 $16,244 $246,938 $13,210 5.3% $172,136 $94,564 54.9% $147,340 $2,726 1.9% $174,282 $155,810 89.4% $153,230 $28,996 18.9% $54,471 $0 -$180,000 $0 Total Cost Estimate $5x350,000 $4,3141115 80.6% CITY OF Monticello HI -WAY LIQUORS Sales through December 31, 2019 Attached is the data for total sales in each major category through the end of December 2019. Hi -Way Liquors Sales Report 12/31/2019 Total Sales Month 2009 2010 2011 2012 2013 2014 2015 Jan $ 316,280.10 $ 300,631.85 $ 296,838.64 $ 302,114.52 $ 328,004.13 $ 355,029.76 $ 380,425.45 Feb 284,988.38 285,584.50 315,239.00 307,385.41 337,923.99 333,487.18 347,777.77 Mar 318,050.39 324,062.21 335,032.60 388,195.21 408,071.17 377,391.62 388,003.16 Apr 346,738.34 369,112.88 389,543.24 347,321.09 388,395.50 389,250.82 421,280.89 May 384,337.08 399,489.67 409,309.12 433,829.01 436,195.21 498,095.67 523,401.05 Jun 381,782.23 377,458.15 409,726.07 461,423.68 440,255.04 426,392.73 474,203.81 Jul 430,838.23 466,122.69 466,738.15 447,452.18 485,459.76 479,174.06 542,973.27 Aug 383,523.07 386,245.30 408,734.83 445,158.94 503,181.84 484,955.71 470,505.22 Sep 346,900.80 346,557.62 373,719.64 390,399.33 379,381.19 397,495.82 439,444.29 Oct 360,742.04 375,367.40 365,702.14 372,676.23 396,328.87 409,967.74 460,096.82 Nov 341,875.49 360,661.96 376,855.40 421,960.12 424,038.37 465,299.53 474,241.74 Dec 454,982.63 485,617.01 505,482.70 527,865.36 518,379.58 549,200.76 569,707.38 Total $ 4,351,038.78 $ 4,476,911.24 $ 4,652,921.53 $ 4,845,781.08 $ 5,045,614.65 $ 5,165,741.40 $ 5,492,060.85 Change $ 283,853.59 $ 125,872.46 $ 176,010.29 $ 192,859.55 $ 199,833.57 $ 120,126.75 $ 326,319.45 Change 7.0% 2.9% 3.9% 4.1% 4.1% 2.4% 6.3% $700,000 $600,000 $500,000 $400,000 $300,000 $200,000 $100,000 Monthly Hi -Way Sales 2016 2017 2018 2019 CYM-LYM Y -T -D $ 364,675.32 $ 356,295.18 $ 403,520.92 $ 413,534.20 2.5% 2.5% 362,746.98 364,836.39 390,050.52 408,769.22 4.8% 3.6% 401,256.91 417,005.50 473,811.33 477,467.15 0.8% 2.6% 428,729.44 448,141.63 467,192.12 489,072.87 4.7% 3.1% 482,917.95 503,867.81 549,206.70 560,332.38 2.0% 2.9% 470,585.33 521,559.76 561,287.34 588,209.75 4.8% 3.2% 527,519.46 563,935.31 571,270.49 620,426.16 8.6% 4.1% 462,669.36 497,201.21 544,029.21 602,951.70 10.8% 5.1% 448,218.93 501,126.67 481,663.70 496,193.64 3.0% 4.8% 454,442.30 461,549.38 467,600.32 501,342.95 7.2% 5.1% 444,533.08 495,519.24 527,900.06 562,628.37 6.6% 5.2% 605,509.16 629,143.57 652,695.25 656,366.61 0.6% 4.7% $ 5,453,804.22 $ 5,760,181.65 $ 6,090,227.96 $ 6,377,295.00 $ (38,256.63) $ 306,377.43 $ 330,046.31 $ 287,067.04 -0.7% 5.6% 5.7% 4.7% Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec ■ 2009 ■ 2010 ■ 2011 ■ 2012 ■ 2013 ji 2014 ■ 2015 ■ 2018 ■ 2019 Hi -Way Liquors Sales Report 12/31/2019 Beer Month 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 CYM-LYM Y -T -D Jan $ 157,849.78 $ 146,246.32 $ 143,906.08 $ 149,406.45 $ 160,903.32 $ 173,814.13 $ 191,370.26 $ 176,483.68 $ 174,846.99 $ 198,202.11 $ 197,270.15 -0.5% -0.5% Feb 137,055.23 140,624.54 150,075.08 150,589.28 162,865.75 161,168.63 164,508.11 175,055.27 179,346.12 187,042.58 196,211.84 4.9% 2.1% Mar 155,196.13 164,157.70 163,595.55 203,957.25 192,607.52 185,325.68 192,955.79 199,141.66 208,926.70 233,971.24 232,963.84 -0.4% 1.2% Apr 178,834.20 189,978.23 194,504.16 179,486.77 186,134.31 198,195.77 219,756.39 228,133.10 234,069.51 224,348.27 244,892.28 9.2% 3.3% May 210,097.48 223,678.47 208,963.65 227,664.73 234,738.30 256,188.77 259,306.91 250,403.11 262,275.25 306,245.55 304,724.08 -0.5% 2.3% Jun 207,793.83 206,043.42 224,769.03 259,671.21 243,389.79 238,322.11 263,421.95 263,264.15 296,531.85 309,163.93 335,878.00 8.6% 3.6% Jul 229,199.79 260,971.50 258,734.60 253,648.64 273,319.54 265,555.32 301,867.65 296,513.68 315,848.83 314,343.95 352,522.92 12.1% 5.1% Aug 203,222.86 211,996.32 216,546.53 242,179.20 281,577.25 267,802.95 253,141.21 250,255.41 268,173.42 292,626.23 335,258.06 14.6% 6.5% Sep 183,586.32 183,865.70 199,170.24 208,974.88 202,213.80 211,854.94 233,215.56 238,333.55 270,898.13 257,557.44 262,477.64 1.9% 6.0% Oct 179,873.10 190,893.27 180,043.06 187,386.57 191,764.20 210,454.13 234,882.09 224,253.93 228,484.62 230,112.85 246,829.33 7.3% 6.1% Nov 154,584.13 168,265.14 171,866.27 195,276.37 192,162.71 202,081.91 207,055.40 213,333.23 222,993.99 238,870.03 259,282.44 8.5% 6.3% Dec 190,655.19 203,080.13 216,560.71 224,952.83 217,491.21 234,178.12 241,996.27 253,223.11 271,457.72 281,924.05 283,831.51 0.7% 5.8% Total $ 2,187,948.04 $ 2,289,800.74 $ 2,328,734.96 $ 2,483,194.18 $ 2,539,167.70 $ 2,604,942.46 $ 2,763,477.59 $ 2,768,393.88 $ 2,933,853.13 $ 3,074,408.23 $ 3,252,142.09 Change $ 121,411.43 $ 101,852.70 $ 38,934.22 $ 154,459.22 $ 55,973.52 $ 65,774.76 $ 158,535.13 $ 4,916.29 $ 165,459.25 $ 140,555.10 $ 177,733.86 Change 5.9% 4.7% 1.7% 6.6% 2.3% 2.6% 6.1% 0.2% 6.0% 4.8% 5.8% $400,000 $350,000 $300,000 $250,000 $200,000 $150,000 $100,000 $50,000 $- Jan Monthly Beer Sales Feb Mar Apr May Jun Jul ■ 2009 ■ 2010 ■ 2011 ■ 2012 ■ 2013 ■ 2014 j 2015 ■ 2018 ■ 2019 Aug Sep Oct Nov Dec Hi -Way Liquors Sales Report 12/31/2019 Liquor Month 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 CYM-LYM Y -T -D Jan $ 92,370.42 $ 91,472.50 $ 91,279.01 $ 93,085.69 $ 103,977.89 $ 113,943.25 $ 118,577.85 $ 118,211.20 $ 114,509.99 $ 133,589.33 $ 142,171.51 6.4% 6.4% Feb 83,513.27 85,484.92 96,541.21 92,489.93 106,387.16 107,609.55 112,198.85 113,060.59 117,361.15 128,952.50 142,327.58 10.4% 8.4% Mar 88,569.65 93,133.42 101,047.04 112,244.43 124,487.55 116,316.49 118,269.49 118,839.79 131,238.09 151,716.52 159,432.14 5.1% 7.2% Apr 90,627.19 95,025.54 110,898.81 98,080.67 113,594.37 115,579.47 123,841.34 126,073.89 130,114.53 136,883.13 147,197.73 7.5% 7.3% May 102,041.75 106,395.62 111,586.59 114,299.35 127,622.31 135,370.38 140,116.66 129,009.36 142,237.28 160,936.65 170,109.40 5.7% 6.9% Jun 103,580.02 102,086.20 115,136.72 128,604.32 124,019.90 120,291.71 136,716.81 135,763.26 147,813.59 168,769.36 166,679.78 -1.2% 5.3% Jul 118,883.98 122,861.98 130,624.19 123,672.73 139,270.04 139,967.77 155,436.54 150,173.35 160,220.37 170,108.99 178,157.56 4.7% 5.2% Aug 103,977.01 101,487.43 113,869.37 126,065.14 141,197.73 138,660.76 136,440.40 135,841.14 144,263.78 164,013.08 180,017.57 9.8% 5.9% Sep 94,335.50 94,528.17 103,373.64 109,153.56 107,605.71 115,119.19 129,195.42 130,101.01 143,252.37 147,649.35 153,415.28 3.9% 5.6% Oct 102,236.90 102,983.14 103,533.14 106,326.73 116,677.74 124,271.15 140,198.97 128,290.50 145,864.34 150,852.02 161,850.02 7.3% 5.8% Nov 90,996.73 102,298.02 105,501.75 120,127.29 126,412.24 134,241.85 132,261.11 134,208.12 149,468.96 167,360.12 181,489.37 8.4% 6.1% Dec 143,684.12 153,690.60 159,717.50 172,370.96 175,523.36 184,746.26 190,944.24 205,335.83 213,217.73 229,121.92 236,248.55 3.1% 5.7% Total $ 1,214,816.54 $ 1,251,447.54 $ 1,343,108.97 $ 1,396,520.80 $ 1,506,776.00 $ 1,546,117.83 $ 1,634,197.68 $ 1,624,908.04 $ 1,739,562.18 $ 1,909,952.97 $ 2,019,096.49 Change $ 85,465.80 $ 36,631.00 $ 91,661.43 $ 53,411.82 $ 110,255.21 $ 39,341.83 $ 88,079.85 $ (9,289.64) $ 114,654.14 $ 170,390.79 $ 109,143.52 Change 7.6% 3.0% 7.3% 4.0% 7.9% 2.6% 5.7% -0.6% 7.1% 9.8% 5.7% Monthly Liquor Sales $250,000 ■ 2009 $200,000 ■ 2010 ■ 2011 $150,000 ■ 2012 12013 1 $100,000 - 111 111 111 111 111 111 111 ■ 2014 111 111 111 111 12015 $50,00011 2018 ■ 2019 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Hi -Way Liquors Sales Report 12/31/2019 Wine Month 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 Jan $ 41,810.19 $ 43,324.18 $ 48,437.59 $ 50,238.83 $ 54,949.83 $ 59,391.16 $ 61,128.65 $ 60,454.56 $ 57,275.16 $ 60,047.20 $ Feb 39,410.85 42,230.84 52,847.05 54,642.27 60,573.12 57,228.51 62,600.47 64,797.38 58,664.45 62,027.36 Mar 45,525.38 46,165.18 54,639.16 57,735.22 77,810.58 66,425.24 67,121.51 71,840.82 64,286.75 74,221.20 Apr 48,303.48 61,146.04 62,289.18 57,973.74 79,736.19 63,101.05 63,285.56 61,268.24 69,415.79 93,299.96 May 40,963.86 45,733.08 68,701.95 78,740.40 62,491.07 92,083.62 109,512.94 87,333.35 82,724.29 61,684.97 Jun 37,522.00 44,211.14 49,089.65 56,607.74 59,523.15 54,270.56 59,036.14 54,889.39 58,623.08 61,777.09 Jul 41,813.65 48,334.93 49,664.45 54,467.20 57,115.44 57,743.98 66,029.11 60,750.62 64,034.24 64,494.29 Aug 41,333.00 46,871.28 53,172.68 61,825.30 64,057.61 62,446.04 63,546.01 60,015.78 66,304.12 67,701.51 Sep 39,798.20 47,859.52 53,916.37 60,317.17 59,121.12 59,409.30 62,210.27 65,294.31 68,220.79 59,923.84 Oct 48,422.79 58,081.87 60,949.40 66,423.82 75,606.28 63,659.41 70,038.32 89,005.29 70,516.61 70,894.54 Nov 66,331.86 71,928.30 85,933.28 97,249.52 96,824.40 117,402.23 122,947.90 83,896.45 109,969.88 107,567.02 Dec 84,285.84 101,676.19 109,267.01 116,610.70 113,008.24 115,617.50 120,274.96 129,536.28 124,115.79 120,746.12 Total $ 575,521.10 $ 657,562.55 $ 748,907.77 $ 812,831.91 $ 860,817.03 $ 868,778.60 $ 927,731.84 $ 889,082.47 $ 894,150.95 $ 904,385.10 $ Change $ 83,338.23 $ 82,041.45 $ 91,345.22 $ 63,924.14 $ 47,985.12 $ 7,961.57 $ 58,953.24 $ (38,649.37) $ 5,068.48 $ 10,234.15 $ Change 16.9% 14.3% 13.9% 8.5% 5.9% 0.9% 6.8% -4.2% 0.6% 1.1% $140,000 $120,000 $100,000 $80,000 $60,000 $40,000 I $20,000 $- Jan Feb Monthly Wine Sales Mar Apr May Jun Jul I Aug Sep Oct Nov Dec 2019 61,183.52 58,391.94 70,209.75 83,324.61 67,148.30 62,727.56 64,596.65 64,188.91 62,984.34 77,535.39 105,744.41 115,969.12 894,004.50 (10,380.60) -1.1% ■ 2009 ■ 2010 ■ 2011 ■ 2012 12013 ■ 2014 -2015 2018 ■ 2019 CYM-LYM 1.9% -5.9% -5.4% -10.7% 8.9% 1.5% 0.2% -5.2% 5.1% 9.4% -1.7% -4.0% Y -T -D 1.9% -2.0% -3.3% -5.7% -3.1% -2.4% -2.1% -2.5% -1.7% -0.6% -0.7% -1.1% Liquor Store Sales - Rolling 12 Month Periods $7.0 $6.5 $6.0 $5.5 N C $5.0 $4.5 $4.0 $3.5 $3.0 ------------------------------------------------------------------------------------------------------------------------------------ 3 ^ z � v _ z Z 3� z 3� z z Z < < < < < <O aO O O O O Z i0 o r N w A lA m V OD tp CITY OF Monticello MONTICELLO COMMUNITY CENTER Transactions and visits Year to date (12.31.19), the MCC processed 76,788 transactions compared to 83,776 transactions last year. The MCC year to date revenue is down from the previous year by $94,499, totaling $1,826,361. Year to date membership visits are up by 1,221, totaling 134,802 visits. Members are at a total of 5,079 compared to 5,503 last year at this time. We had 295 membership renewals this month and 138 new memberships. MCC 12/31 YTD Activity MCC 12/31 YTD Revenue 160000 $2,500,000 140000 120000 $2,000,000 100000 80000 $1,500,000 60000 $1,000,000 40000 20000 $500,000 0 YTD Transactions YTD Member Visits $- ■ 2017 0 2018 0 2019 ■ 2017 0 2018 0 2019 6000 5000 4000 3000 2000 1000 0 MCC 12/31 Members 0 2017 0 2018 0 2019 CITY OF mo�ii�eflo PUBLIC WORKS & ENGINEERING Engineering Department Update The Engineering Division's primary goal is to ensure that the city's infrastructure is able to meet the needs of residents and visitors. Here are a few of the key items that have been happening within the Engineering Division. The Comarehensive Water Resource Manaaement Plan was recently finalized and is available on the city's website. This document provides for a comprehensive planning document for managing the cities surface waters. The MPCA is also working on updating the MS4 general permit that would affect all of the agencies that are required to have one, including the City of Monticello. Some of the major changes being proposed include additional requirements for the treatment of stormwater for redevelopment and linear roadway reconstruction projects. The facility study for a new public works facility was completed and the finance committee recommended that staff work on better understanding the financial impacts of all the projects within the CIP. The Minnesota Plumbing Code requires that backflow devices that are used to prevent contaminates from entering the city's water supply be tested annually. We have issued a request for proposals for companies to help with tracking and operating the city's cross connection program and ensure compliance with this requirement. We expect to have a recommendation to the City Council in February for their consideration. A request for proposals was submitted for design and construction engineering for the potential expanding the stormwater pond adjacent to CSAH 39 near A Glorious Church. A recommendation to the City Council for the selectin of an engineering firm is expected in February. Parks Department Update The Parks Department's primary goal is to maintain the city's park and pathway facilities, which include cemeteries, picnic shelters, playgrounds, sports fields, etc. Here are a few of the key items that have been happening within the Parks Department: • Snow removal • Repairing equipment • Working on upgrades to the shop at Bertram. Additional Updates: Ellison Park Log Shelter Reconstruction: The log shelter is closed for the season while construction is underway. The contractor is building the roof trusses by hand and then staff will help set the trusses. Council Connection — 1/27/2020 • MontiArts: o Open Mic and Potluck Saturday, February 8 at 7:00 p.m. You are invited to bring a story, a song, a poem, etc. to Open Mic Night at MontiArts orjust come to listen and support local creatives. Music begins at 7:00 p.m. Bring a snack or dish to share if you want to. Open Mic and Potluck happens every second Saturday of the month. Contact Ben Lundquist at ben_iilundauist@amail.com if you would like to perform or have any questions. o Glow Workshops at MontiArts on Mondays from 5-8 p.m. (all materials provided). Anyone and everyone can make a glow piece of art to walk in the parade. o The MonticellGlo Parade will be held on Saturday, February 29th at 7:00 p.m. The parade will begin at the Monticello Community Center and will end at West Bridge Park. Bonfire, food, singalong and party at the park following the parade. MontiArts is located at 349 West Broadway. All questions can be emailed to: arts@ci.monticello.mn.us. Streets Department Update The Streets Department's primary goal is to maintain the city's roadway network, which includes the storm water infrastructure in a safe and efficient manner. Here are a few of the key items that have been happening within the Streets Department • Snow removal • Equipment repair and maintenance Utilities Department Update The Utilities Department's primary goals are to provide for safe, reliable, and clean drinking water and to provide safe and efficient collection of wastewater without impacting the environment. Here are a few of the key items that have been happening within the Utilities Department: • An RFP was placed on the League of MN Cities for assistance with ensuring the annual testing of backflow assemblies on the city's water system in accordance with the Safe Drinking Water Act and the Department of Health • Assisting with snow removal • Routine maintenance City of Monticello quarterly Review 41hQuarter 2019 (October, November, and December) Monticello Activity..... October 1 St to December 3 1 St 118 Activity • 2019 Activity )2 Calls For Service assigned in Monticello • ❑ 3184 Calls For Service assigned in Monticello ❑ 1793 Cases Assigned to Patrol • ❑ 1586 Cases Assigned to Patrol ❑ Property Crimes: • ❑ Property Crimes: ❑ 6 Burglaries • ❑ 2 Burglaries • ❑ 18 Damaged to Property • ❑ 27 Damaged to Property • ❑ 47 General Thefts • ❑ 35 General Thefts • ❑ 3 Thefts from Vehicle ' ❑ 6 Thefts from Vehicle ' ❑ 49 Gas Drive Offs ' ❑ 35 Shoplifting • ❑ 16 Drug Complaints • ❑ 46 Juvenile Complaints 1 92 Motor Vehicle Crashes (6 involved injuries) ' ❑ 4 Assault Complaints • ❑ 51 Domestic Disturbance Complaints • ❑ 992 Traffic Stops • ❑ 522 Total Citations Issued ❑ 52 Individuals Arrested/Booked into Jail • ❑ 11 Gas Drive Offs • ❑ 34 Shoplifting • ❑ 26 Drug Complaints • ❑ 40 Juvenile Complaints • ❑ 98 Motor Vehicle Crashes (5 involved injuries) • ❑ 3 Assault Complaints • ❑ 49 Domestic Disturbance Complaints • ❑ 728 Traffic Stops ' ❑ 286 Total Citations Issued • 0 59 Individuals Arrested/Booked into Jail Law Enforcement Activity by Division • Patrol Division 3184 Calls For Service that resulted in 1586 Cases assigned to the Patrol Division in the 4th Quarter of 2019. On 12-23-2019 at approximately 1:17 a.m. a citizen on Mill Ct reported a suspicious vehicle parked near their residence. Upon a Deputy making contact with the driver a drug pipe and bag of crystal substance were seen in plain sight on the dash. A further search of the vehicle revealed approximately 2 grams of methamphetamine and (8) loose prescription pills with no valid prescription. The driver was arrested and charged with 5th Degree Possession of a controlled Substance, Possession of Legend Drugs, and Possession of Drug Paraphernalia. Law Enforcement Activity by Division • Criminal Investigation Division 47 cases were assigned to the Criminal Investigation Division during the 4th Quarter of 2019. Fraud, theft, sex crimes, and counterfeit currency were the majority of the cases assigned to Detectives during the 4th Quarter. The Forensic Examiners assisted in (6) cases during the city of Monticello during the 4th Quarter. On 10-16-2019 a local hotel reported a suspicious circumstances with an individual who had rented a room and failed to return to pick up their property. Upon cleaning the room multiple printers and counterfeit bills along with other counterfeit making material were located. A Deputy responded and secured the room. Detectives completed a search warrant for the room and located many counterfeiting items and counterfeit bills that had been printed. A suspect was located and charged with Counterfeiting US Currency. Law Enforcement Activity by Division • Major Crime Investigation Unit (MCIU) 9 cases were assigned to the Major Crimes Investigation Unit during the 4th Quarter of 2019. MCIU Members assisted in investigating/processing thefts, a burglary, a death scene, damage to property, and a recovered stolen vehicle during the 4th quarter. Law Enforcement Activity by Division • School Resource Officer (SRO) 121 cases were assigned to the School Resource Officer Division during the 4th Quarter of 2019. SRO's investigated Juvenile Complaints, Disorderly Persons(s), threats, trespass, medicals, thefts, and civil complaints during the 4th Quarter of 2019. Juvenile Vaping continues to be a increasing issue and conversation with School Officials, Public Health, Court Services, Law Enforcement, etc. Law Enforcement Activity by Division • Special Investigation Unit (SIU) 4 Drug Search Warrants were executed in the city of Monticello by the SIU Division during the 4th Quarter of 2019. On 11/16/19 Deputies and SIU Agents executed a search warrant at a residence in the 6900 block of 91st St NE in the city of Monticello after a 'mobile meth lab' was located in the Township by a local farmer. Multiple glass containers and some chemicals were located at the residence along with over 120 grams of Methamphetamine, ammunition, and counterfeit bills. The male suspect/renter at the residence was arrested and charged with Felony 1st Degree manufacture Methamphetamine, Felony 1st Degree Controlled Substance possession, Felony 1st Degree Controlled Substance possession with intent to sell, and Gross Misdemeanor prohibited person possess ammunition. A Deputy remained on scene at the residence until the BCA and DEA cleanup/evidence collection team could arrive on 11/18/2019. The house is a rental and the homeowner is facing considerable costs as the Department of Public Health has mandated it be professionally cleaned before it can be lived in again. This was the first 'meth lab' found in Wright County in over a decade. Questions',? This Photo by Unknown Author is licensed under CC BY -SA • Wright County Sheriff's Office • (763)682-7600 Contact: Lieutenant Eric L Kunkel (763)682-7618- Office (763)238-3728- Cell Eric.Kunkel@co.wright.mn.us