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2024-08-21 City Council Packet (Council)
1 COTTAGE GROVE CITY COUNCIL August 21, 2024 12800 RAVINE PARKWAY SOUTH COTTAGE GROVE, MINNESOTA 55016 COUNCIL CHAMBER - 7:00 PM 1 Call to Order 2 Pledge of Allegiance 3 Roll Call 4 Open Forum 5 Adoption of Agenda 6 Presentations A Retirement Presentation - Brian Bigham Staff Recommendation: Receive Brian Bigham's retirement presentation honoring 28 plus years of service. 7 Consent Agenda A Advisory Committee on Historic Preservation Meeting Minutes (2024-06-11) Staff Recommendation: Accept and place on file the minutes from the June 11, 2024, meeting of the Advisory Committee on Historic Preservation. B Advisory Committee on Historic Preservation Appointment Staff Recommendation: Appoint Cindy Yff to the Advisory Committee on Historic Preservation to a term ending February 28, 2026. C Rental License Approvals Staff Recommendation: Approve the issuance of rental licenses to the properties in the attached table. D Approval of Designated Hunting Areas Staff Recommendation: Approve the proposed 2024-25 archery and firearms hunting area maps. E 2025 Pavement Management – Authorization of Feasibility Report Staff Recommendation: Adopt Resolution 2024-120 authorizing the preparation of a feasibility report for the 2025 Pavement Management Project for the Hidden Valley Neighborhood. F South District Storm Sewer Project - Final Payment Staff Recommendation: Adopt Resolution 2024-122 authorizing the final payment in the amount of $42,301.94 to Minger Construction Company for the South District Storm Sewer Project. G Glacial Valley Park – Change Order #3 Staff Recommendation: Approve Change Order #3, thereby increasing the contract amount by $14,200.00 to a total contract amount of $2,609,336.44. H Low Zone Water Treatment Plant Change Order #2 Staff Recommendation: Approve Change Order #2 in the amount of $67,368.00 for the Low Zone Water Treatment Plant project, increasing the current contract amount from $39,528,440.33, to $39,595,808.33. 2 I Utility and Engineering Building Change Order #2 Staff Recommendation: Approve Change Order for the Utility and Engineering Building in the amount of $5,941.43. J TH 61 River Oaks RCUT – Change Order #1 and State Aid Funding Variance Request Staff Recommendation: 1) Approve Change Order #1, increasing the contract amount by $3,073.95 to a total contract amount of $1,206,877.40. 2) Approve Resolution 2024-121 requesting a Variance from Standard for State Aid Operation for Project No. S.P. 8205-156 (TH 61 River Oaks RCUT Project). K Grange Trunk Water Main Final Payment Staff Recommendation: Approve Resolution 2024-116 for final payment to Ryan Contracting Company for the Grange Trunk Water Main Project in the amount of $136,140.85. L Sport Court Resurfacing for Sunny Hill Park and Kingston Park Staff Recommendation: Adopt Resolution 2024-115 awarding resurfacing sports courts at Sunny Hill and Kingston Park to the accepted quote supplied by Surfaces & Repair Inc. in the amount of $31,650 and authorize execution of the Agreement for Contractor Services. M MN DNR Outdoor Recreation Grant Application – Oltman Park Staff Recommendation: Authorize Resolution 2024-117 accepting the grant agreement with MN Department of Natural Resources Outdoor Recreation Grant Program in the amount of $350,000 to be used for the Oltman Park Development Project. 8 Approve Disbursements A Approve Disbursements 9 Public Hearings 10 Bid Awards 11 Regular Agenda A Preserve at Prairie Dunes – Comprehensive Plan Amendment, Zoning Amendment, Preliminary Plat, and Planned Unit Development Staff Recommendation: 1) Adopt Resolution 2024-118 approving the comprehensive plan amendment to re- guide the northern 32.15 acres of the subject property from Medium Density Residential and Industrial to Low Density Residential. 2) Adopt Ordinance No. 1084 approving the zoning amendment to change the zoning of the subject property from AG-2, Agricultural, to R-4, Transitional Residential, with a Planned Unit Development. 3) Adopt Resolution 2024-119 approving the Preliminary Plat for a subdivision to be called The Preserve at Prairie Dunes, which will consist of 162 lots for single-family homes. 12 Council Comments and Requests 13 Workshops - Open to Public 14 Workshops - Closed to Public A Performance Evaluation - Jennifer Levitt, City Administrator Staff Recommendation: Close the meeting pursuant to MN Statute 13D.05 subd.(3)a to conduct a performance evaluation of City Administrator Jennifer Levitt. 15 Adjournment 1 City Council Action Request 6.A. Meeting Date 8/21/2024 Department Public Safety Agenda Category Presentation Title Retirement Presentation - Brian Bigham Staff Recommendation Receive Brian Bigham's retirement presentation honoring 28 plus years of service. Budget Implication N/A Attachments None 1 City Council Action Request 7.A. Meeting Date 8/21/2024 Department Community Development Agenda Category Action Item Title Advisory Committee on Historic Preservation Meeting Minutes (2024-06-11) Staff Recommendation Accept and place on file the minutes from the June 11, 2024, meeting of the Advisory Committee on Historic Preservation. Budget Implication N/A Attachments 1. ACHP Meeting Minutes 2024-06-11 MINUTES CITY OF COTTAGE GROVE ADVISORY COMMITTEE ON HISTORIC PRESERVATION June 11, 2024 Pursuant to due call and notice thereof, a meeting of the Advisory Committee on Historic Preserva - tion was duly held at Shepard Farm, 8946 70th Street South, Cottage Grove, Minnesota, on the 11th day of June, 2024. CALL TO ORDER Chair Reckinger called the meeting to order at 5:54 p.m. ROLL CALL MEMBERS PRESENT: Herb Reckinger (Chair), Joseph Gall, Tony Brinkman, Linda Johnston, Marie Sumstine MEMBERS ABSENT: Jacob Grundhauser, Councilmember Dave Thiede OTHERS PRESENT: Mike Mrosla, Senior Planner; Conner Jakes, Associate Planner APROVAL OF THE AGENDA Motion made by Gall to approve the Agenda with no changes. Johnston seconded. The motion passed unanimously 5-to-0. APROVAL OF MINUTES Brinkman stated the April 9, 2024 minutes should be amended to the correct number of voting members and in attendance. Gall made a motion to approve the April 9, 2024 meeting minutes with the requested changes. Brinkman seconded. The motion passed unanimously 5-to-0. OPEN FORUM No one spoke. ACTION ITEMS Onsite Tour – Shepard Farm Jakes stated Dodge Nature Center staff is available to give the ACHP members a tour of the facilities and site. Advisory Committee on Historic Preservation Minutes June 11, 2024 Page 2 of 3 Gall made a motion to tour the Shepard Farm facilities and site. Johnston seconded. The motion passed unanimously 5-to-0. Historical Markers – Plaque Design Review Jakes summarized the memo and requested the Committee go through each proposed plaque design to ensure there are no errors. The ACHP reviewed the Atkinson Cemetery plaque and proposed to change the title of the plaques to “Preserving Cottage Grove’s History .” In addition, the ACHP requested that the second paragraph be revised to focus on broader information and not specific to one person. The ACHP reviewed the Old People’s Home & Cemetery plaque and had no comments. The Committee requested the bottom image of the Cottage View Drive -In plaque be replaced to be accurate to what was onsite. The Committee requested the image of the Shepard Farm plaque be replaced to provide an aerial image or image that shows the size of the property. The Committee reviewed the Cedarhurst plaque and requested the bottom image be changed to a photo of the main ballroom; in addition, the Committee requested there be labels added to the image to describe the photo. The Committee reviewed the Thompson Grove plaque and noted that there were five different model homes, and requested the writing be revised. In addition, the Committee inquired to whether the writing could mention the police station. The Committee had no comments on the Hill -Gibson plaque. The motion passed to approve the plaque design with the requested revisions 5 -to-0. DISCUSSION ITEMS There were none. PROJECT UPDATES – VERBAL UPDATES CLG Grant for Historic Context Study Jakes stated that the Minnesota State Historic Preservation Office (SHPO) contacted staff with the notification that the City has been awarded the CLG Grant. The grant award is in the amount of $30,000 to produce a Historic Context Study on the Suburban Expansion Era (1945 -1990). Jakes stated work will begin shortly and that the ACHP will play a crucial role in the development of the study. Cottage Grove Historic Landmark Eligibility Form Jakes stated that staff is working on creating a form to nominate historic properties to the City Register of Historic Sites and Landmarks. The form will be presented for ACHP review at the next meeting. 2024 Historic Preservationist of the Year Award Jakes stated the 2024 Historic Preservationist of the Year Award was presented to Kathy DeMarre and Cindy Yff at the May Council meeting. Kathy and Cindy were grateful for the award and look forward to continuing to contribute to the historic research of the City. Langdon Village – SWCTC Informational Video Jakes stated the SWCTC is working on creating a video that will focus on the history of the Langdon Village area. The video is expected to be completed in fall 2024. Advisory Committee on Historic Preservation Minutes June 11, 2024 Page 3 of 3 HISTORIC INQUIRIES, ARTICLES, AND RESEARCH INFORMATION Riverside Inn (Later Named White House Inn) Jakes stated he was contacted by an individual working on their family heritage book. They inquired where the Riverside Inn was located and if any information existed on the structure. COUNCIL LIASON COMMENTS There were none. COMMITTEE COMMENTS There were none. STAFF COMMENTS There were none. ADJOURNMENT Gall made a motion to adjourn the meeting. Johnston seconded. The motion passed unanimously 5-to-0, and the meeting was adjourned. 1 City Council Action Request 7.B. Meeting Date 8/21/2024 Department Community Development Agenda Category Action Item Title Advisory Committee on Historic Preservation Appointment Staff Recommendation Appoint Cindy Yff to the Advisory Committee on Historic Preservation to a term ending February 28, 2026. Budget Implication N/A Attachments 1. ACHP Committee Appointment (Yff) TO: Honorable Mayor and City Council Jennifer Levitt, City Administrator FROM: Conner Jakes, Planner DATE: August 15, 2024 RE: Appointment Advisory Committee on Historic Preservation Councilmember Theide and Community Development Director Schmitz have interviewed and are recommending Cindy Yff be appointed to the Advisory Committee on Historic Preservation effective August 21, 2024. This appointment will fill the current vacancy. Recommendation Appoint Cindy Yff to her first term on the Advisory Committee on Historic Preservation ending February 28, 2026. 1 City Council Action Request 7.C. Meeting Date 8/21/2024 Department Community Development Agenda Category Action Item Title Rental License Approvals Staff Recommendation Approve the issuance of rental licenses to the properties in the attached table. Budget Implication N/A Attachments 1. Rental License Approvals CC Memo 2. Rental License Approvals Table TO: Honorable Mayor and City Council Jennifer Levitt, City Administrator FROM: Samantha Drewry, Code Enforcement Officer DATE: August 15, 2024 RE: Rental License Approvals Background/Discussion Rental licenses are required for nonowner-occupied residential properties (City Code Title 9-13, Property Maintenance, and Title 9 -14, Rental Licensing) and are issued on a biennial basis. The licensing process includes submittal of the rental license application, payment of $180, and public criminal history report. Rental inspections are conducted on all rental properties as part of the licensing process. Once all information has been sub - mitted and the inspection satisfactorily completed, the Council must approve the license prior to it being issued. The properties listed in the attached table have completed the licensing process and are ready to have their licenses issued following Council approval. Recommendation Approve the issuance of rental licenses to the properties in the attached table. 2024 RENTAL LICENSES CITY COUNCIL APPROVAL - AUGUST 21, 2024 RENTAL LICENSE NUMBER PROPERTY STREET #PROPERTY STREET NAME PROPERTY OWNER RENT-002043 8458 Ivywood Avenue South RESI SFR Sub, LLC RENT-002045 8011 80th Street South Home SFR Borrower, LLC RENT-002048 8449 Jensen Avenue South RESI SFR Sub, LLC RENT-002049 8640 Hillside Trail South RESI SFR Sub, LLC RENT-002050 8018 Hemingway Avenue South RESI SFR Sub, LLC RENT-002379 8899 Ironwood Avenue South Brooks, Rosamaria RENT-002419 6562 Genevieve Trail South Bukovatz, Angela RENT-002427 7929 Jocelyn Avenue South Alverson, Doug RENT-002450 7852 73rd Street South Hernes, Mark 1 City Council Action Request 7.D. Meeting Date 8/21/2024 Department Public Safety Agenda Category Action Item Title Approval of Designated Hunting Areas Staff Recommendation Approve the proposed 2024-25 archery and firearms hunting area maps. Budget Implication Attachments 1. Designated Hunting Areas Council 2. 2024-25 Firearm Hunting Map 3. 2024-2025 Archery Hunting Area Map To:Honorable Mayor and City Council Members Jennifer Levitt, City Administrator From:Peter J Koerner, Director of Public Safety Date:August 14, 2024 Subject: APPROVAL OF DESIGNATED HUNTING AREAS Introduction Cottage Grove City Code’s Hunting Ordinance was amended on August 10, 2005, by the City Council. Cottage Grove ordinance 5-3-5 addresses the use of firearms and archery equipment in the City of Cottage Grove. Ordinance 5-3-5 (c) 1 and 2 states that each year prior to the commencement of the hunting season, designating hunting areas will be reviewed by the Public Services Commission. The City Council will review the designated hunting areas for final approval prior to publication. Under the amended language, it has been shown to be very effective, adaptable to development and addresses the safety concerns of the city. Since the amended language, complaints have been minimal. 2 2 3 3 1 4 3 0 0 1 3 0 0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 Hunt i ng Com pl ai nt s There were no hunting-related complaints for the 2023-2024 hunting season. There were 7 complaints of gunshots heard that were not specifically associated with hunting. There was 1 archery complaint that was not related to hunting. Landowner controlled access of hunters within the designated areas continues to be well received by landowners, police officers and persons wishing to take advantage of this recreational opportunity. For the 2024-2025 season, the Public Safety and Planning Departments have reviewed and amended the designated areas for discharge of firearms and archery equipment. There is no recommended change to the firearms hunting map. The following changes are recommended to the archery hunting map: •Remove triangle parcel in southwest area of the city, this has been purchased by the MN DNR to extend the SNA (Scientific and Natural Area). •Remove two parcels north of 90th street adjacent to Keats. The eastern parcel is under development (Ravine Crossing) and parcel to the west is surrounded by residential developments. •Remove Hope Glen Farm parcel off the E Pt Douglas frontage road. •Remove allowed area within HWY 61 close to Kimbro Ave. •Remove two parcels north of 65th Street, now zoned R-2 and not R-1. The proposed changes were approved by the Public Service Commission on July 15, 2024. Recommendation Approve the proposed 2024-25 archery and firearms hunting area maps. Cottage Grove Firearm Hunting Area Cottage Grove, MN Date: 7/8/2024INWOOD AVE100TH ST LAMAR AVEINNOVATION RDLEHIGH RD 80TH ST KIMBRO AVE70TH ST (C.S.A.H. 22) 85TH ST 65TH ST (CR 74) 100TH ST 103RD ST 80TH ST80TH ST HILLSIDE TR A I LHADLEY AVEHINTON AVEJAMAICA AVEHADLEY AVEJAMAICA AVEIDEAL AVE77TH ST JAMAICA AVE85TH ST E P T D O U G L A S R D E P T D O U G L A S R D KEATS AVENUE S (C.S.A.H. 19)HARKNESS AVE90TH ST GRE Y C L O U D T R L JAMAICA AVEINDIAN BLVD W P T D O U G L A S R D S T A T E H W Y 6 1KEATS AVE (C.S.A.H 19.)110TH ST 90TH STHARDWOOD AVES T A T E H W Y 6 1 95TH ST ST A T E H W Y 6 1 70TH ST (CSAH 20)MANNING AVE (STATE HWY 95)Firearm Use Permitted School Property Park and Open Space Firearm Hunting Rules 2024-2025 Season 1. Forty acres contiguous or more. (AG1 & AG2 zoning) 2.Discharge of shotgun slugs only allowed during big game season. 3. Recreational target shooting is not permitted within the city. 4.Discharge of firearms for hunting is only permitted in designated areas. 5. Discharge of firearms is prohibited within 500' of any residence. 6. Hunting is prohibited in all public park or open-space. 7. All hunters must have written permission from landowner, proper ID and licenses in possession. ±0 1.50.75 Miles Disclaimer: This map is intended for reference purposes only and is not a legally recorded map or survey. The City of Cottage Grove shall not be liable for any damages or claims that arise due to accuracy, availability, use or misuse of the information herein pursuant to MN Statute 466.03 Subd 21. Upated: 5/3/23 Cottage Grove Archery Hunting Area Cottage Grove, MN ± Date: 7/8/2024INWOOD AVE100TH ST LAMAR AVEINNOVATION RDLEHIGH RD 80TH ST KIMBRO AVE70TH ST (C.S.A.H. 22) 85TH ST 65TH ST (CR 74) 100TH ST 103RD ST 80TH ST80TH ST HILLSIDE T R A I LHADLEY AVEHINTON AVEJAMAICA AVEHADLEY AVEJAMAICA AVEIDEAL AVE77TH ST JAMAICA AVE85TH ST E P T D O U G L A S R D E P T D O U G L A S R D KEATS AVENUE S (C.S.A.H. 19)HARKNESS AVE90TH ST GR E Y C L O U D T R L JAMAICA AVEINDIAN BLVD W P T D O U G L A S R D S T A T E H W Y 6 1KEATS AVE (C.S.A.H 19.)110TH ST 90TH STHARDWOOD AVES T A T E H W Y 6 1 95TH ST ST A T E H W Y 6 1 70TH ST (CSAH 20)MANNING AVE (STATE HWY 95)Legend Archery Permited No Archery Hunting School Property Park and Open Space ±0 10.5 Miles 1. Five acre minimum required. (AG1, AG2, and R1 Zones) 2. Hunting not allowed within 300 feet of any public park, trails, open space or right-of-way. 3. Hunt from a stand with a minimum elevation of 6 feet. 4. No arrows to leave the property being hunted. 5. All hunters must have written permission from land owner, proper ID and licenses in possession. Archery Hunting Rules 2024-2025 Season 1 City Council Action Request 7.E. Meeting Date 8/21/2024 Department Public Works Agenda Category Action Item Title 2025 Pavement Management – Authorization of Feasibility Report Staff Recommendation Adopt Resolution 2024-120 authorizing the preparation of a feasibility report for the 2025 Pavement Management Project for the Hidden Valley Neighborhood. Budget Implication N/A Attachments 1. 2025 PM Authorize Feasibility Report CC Memo 2. 2025 PM Map 3. 2025 PM Authorize Feasibility Report Resolution To: Honorable Mayor and City Council Jennifer Levitt, City Administrator From: Amanda Meyer, PE, City Engineer Date: August 14, 2024 Re: 2025 Pavement Management – Authorization of Feasibility Report Background The next scheduled Pavement Management Area as outlined in the Capital Improvement Plan includes streets in the Hidden Valley residential area of Cottage Grove. These road sections are deteriorating and options should be reviewed to complete a pavement rehabilitation project. • Hidden Valley: Streets include 73rd Street South from Hardwood Avenue to Hidden Valley Lane South, Hidden Valley Lane South from Hidden Valley Court South to Hidden Valley Trail South, Hidden Valley Trail South from Hidden Valley Lane South to Hidden Valley Court South, Hidden Valley Pond South, Hidden Valley Cove South, 72nd Street Court South, 72nd Street South from Hidden Valley Trail South to Hinton Avenue South, Hidden Valley Terrace South, Hidden Valley Ridge South, Hidden Valley Hollow South, Hidden Valley Court South, 74th Street South from Hidden Valley Trail South to Hinton Avenue South. Included with this memo is a project location map that highlights the proposed areas. Discussion The roadways proposed for pavement replacement in 2025 are included due to the age and poor condition of the pavement. The curbs adjacent to these roadways are still structurally sound and only need spot replacement, which will aid in keeping costs lower. Feasibility Report: The next step in the project development process is the preparation of a feasibility report. It is recommended that the feasibility report be ordered at this time to deter- mine the physical and economic feasibility of providing the necessary public improvements. Recommendation It is recommended the City Council adopt Resolution 2024-120 authorizing the preparation of a feasibility report for the 2025 Pavement Management Project for the Hidden Valley Neighborhood. Hidden Valley Hollow 70th Street S 74th Street S 74th Street S72nd Str e et s 72nd Street S H i d d e n V a l l e y T r a i l Hinton Avenue SHidden Valley PondHidden Valley RidgePine Arbor LanePine Crest Trail C S A H 22 Timber Ridge Trail C S A H 22 73r d S t r e e t S Hidden Valley LaneHidden Valley CoveHidden Valley Terrace Hidden Valley CourtHardwood AvenueHidden Valley LaneHidden Valley TrailHidden Valley LaneHidden Valley TrailHidden Valley Trail Hid d e n V a l l e y T r a i l 74th Street S74th Stree t S Hinton Avenue S70th Street S Meadow Grass AvenueHarkness Avenue SHardwood AvenueC:\CAD\Temp\BGPLOT~1\<Unsaved Drawing> 8/14/2024 5:34:24 PM2025 Pavement Management City of Cottage Grove, MN Location Map August 2024 FEETSCALE 0 200 400 HORZ. R LEGEND: 2025 PAVEMENT MANAGEMENT OPEN PARK SPACE CITY OF COTTAGE GROVE, MINNESOTA CITY COUNCIL RESOLUTION 2024-120 RESOLUTION AUTHORIZING THE PREPARATION OF A FEASIBILITY REPORT FOR THE 2025 PAVEMENT MANAGEMENT PROJECT WHEREAS, based upon the City Council’s acceptance of the Capital Improvement Plan, the next step in the development process is the preparation of a feasibility report; and WHEREAS, it is recommended at this time to determine the physical and economic feasibility of providing the necessary public improvements; and WHEREAS, the City desires to assess the cost of said improvements to all benefitted properties. NOW THEREFORE BE IT RESOLVED, by the City Council of the City of Cottage Grove, County of Washington, State of Minnesota, that a feasibility report for the 2025 Pavement Management Project be authorized. Passed this 21st day of August. Myron Bailey, Mayor Attest: Tamara Anderson, City Clerk 1 City Council Action Request 7.F. Meeting Date 8/21/2024 Department Public Works Agenda Category Action Item Title South District Storm Sewer Project - Final Payment Staff Recommendation Adopt Resolution 2024-122 authorizing the final payment in the amount of $42,301.94 to Minger Construction Company for the South District Storm Sewer Project. Budget Implication $42,301.94 - Storm Area Fund Attachments 1. South District Trunk Storm Sewer Final Payment Letter 2. South District Storm Sewer Project Final Payment Resolution 1 BOLTON/&MENK Real People.Real Solutions. July 30,2024 Amanda Meyer,PE City Engineer City of Cottage Grove 12800 Ravine Parkway South Cottage Grove,MN 55016 RE:Contractor's Pay Request No.5 and Final South District Trunk Storm Sewer Dear Amanda: 3507 High Point Dr.N Bldg.1 Suite E130 Oakdale,MN 55128 Ph:[651]704-9970 Fax:[651]704-9971 Bolton-Menk.com Attached is the signed copy of the Contractors Pay Request No.5 and Final for the South District Storm Sewer project.Also included are the IC 134 forms,Lien Waivers,and Warranty Bond as submitted by the Contractor.The Contractor for this project is Minger Construction Company. REVIEW OF PROJECT HISTORY The contractor began this project in October of 2022 and the project was completed in March of 2023. The contractor returned in the spring of 2023 to complete the remaining punch list work and restoration. CONSTRUCTION COST OVERVIEW As indicated on the final request for payment,the original contract amount was $2,675,247.00.A change order was included in the project for $195,000.00,resulting in a revised final contract amount of $2,870,247.00.The revised final contract amount is $2,780,188.78,which is $90,058.22 less than the contract amount. RECOMMENDATION Minger Construction Company,in accordance with the contract plans and specifications has satisfactorily completed the work.Therefore,it is recommended that final payment of $42,301.94 be made and the City of Cottage Grove accept the project.After acceptance,please distribute all requests for payments as appropriate. If you have any questions or require further information,please contact me. Sincerely, B o lto n &M e n k ,Inc. Jam ie H e lli ng Construction Project Representative Contractor's Application for Payment Owner:City of Cottage Grove Owner's Project No.: Engineer:Bolton &Menk,Inc.Engineer's Project No.:ONl.125940 Contractor:Minger Construction Company,Inc.Agency's Project No.: Project:South District Trunk Storm Sewer Contract: Application No.:5-Final Application Date:7/29/2024 Application Period:From 5/2/2023 to 9/8/2023 1.Original Contract Price $2,675,247.00 2.Net change by Change Orders $195,000.00 3.Current Contract Price (Line 1 +Line 2)$2,870,247.00 4.Total Work completed and materials stored to date (Sum of Column G Lump Sum Total and Column J Unit Price Total)$2,780,188.78 5.Retain age a.X $2,780,188.78 Work Completed $- b.X $-Stored Materials $- c.Total Retainage (Line 5.a +Line 5.b)$- 6.Amount eligible to date (Line 4-Line 5.c)$2,780,188.78 7.Less previous payments $2,737,886.84 8.Amount due this application $42,301.94 9.Balance to finish,including retainage (Line 3-Line 4)$90,058.22 Contractor's Certification The undersigned Contractor certifies,to the best of its knowledge,the following: (1)AII previous progress payments received from Owner on account of Work done under the Contract have been applied on account to discharge Contractor's legitimate obligations incurred in connection with the Work covered by prior Applications for Payment; (2)Title to all Work,materials and equipment incorporated in said Work,or otherwise listed in or covered by this Application for Payment,will pass to Owner at time of payment free and clear of all liens,security interests,and encumbrances (except such as are covered by a bond acceptable to Owner indemnifying Owner against any such liens,security interest,or encumbrances);and (3)AII the Work covered by this Application for Payment is in accordance with the Contract Documents and is not defective. Contractor:Minger Construction Company,Inc. Digitally signed by Wyatt Held W tt H Id DN,CaUS,Ya e E-Wyall~@mingerconst.com.O•Minger 07/29/2024Signature:Construction Co.,CN-Wyatt Held Date:Date 2024.07.29 1657.55-050O Name:Wyatt Held Title:Project Manager Recommended by Bolton &Menk,Inc.Approved by City of Cottage Grove By:pppr By: Name:ep Name: Title:Title:EE,Date:7le,2 Date: EJCDC C-620 Contractor's Application for Payment (c)2018 National Society of Professional Engineers for EJCDC.All rights reserved. Progress Estimate -Unit Price Work Owner:City of Cottage Grove Owner's Project No.: Engineer:Bolton &Menk,Inc.Engineer's Project No.:ONl.125940 Contractor:Minger Construction Company,Inc.Agency's Project No.: Project:South District Trunk Storm Sewer Contract: Application No.:5-Final Application Period:From 05/02/23 to 09/08/23 Application Date:07/29/24 A B C I D E F Fl F2 G H I J K L Contract Information Previous Estimate Work Completed Work Completed and %of Estimated Value of Work Materials Stored Value of Value of Bid Item Quantity Completed to Date Materials Currently to Date Item Balance to Finish Bid Item Unit Price (CXE)Quantity Previous Value Previous Incorporated In (E XG)Stored (not In G)(H+I)(J /F)(F -D) No.Description Item Quantity Units ($)($)Estimate Estimate the Work ($)($)($)(%)($) BASE BID 1 MOBILIZATION 1.00 LS 100,000.00 100,000.00 0.90 90,000.00 1.00 100,000.00 100,000.00 100% 2 TRAFFIC CONTROL 1.00 LS 2,000.00 2,000.00 2,000.00 3 EROSION CONTROL SUPERVISOR 1.00 LS 500.00 500.00 0.50 250.00 1.00 500.00 500.00 100% 4 TEMPORARY CONSTRUCTION ENTRANCE (ROCK)60.00 CY 65.00 3,900.00 27.10 1,761.50 27.10 1,761.50 1,761.50 45%2,138.50 5 SALVAGE AND REINSTALL CHAIN LINK FENCE AND GATE WITH 365.00 LF 50.00 18,250.00 112.00 5,600.00 5,600.00 31%12,650.00 6 SALVAGE AND REINSTALL SIGNS (MH MARKERS)52.00 EA 75.00 3,900.00 36.00 2,700.00 36.00 2,700.00 2,700.00 69%1,200.00 7 COMMON EMBANKMENT (CV)(P)550.00 CY 1.00 550.00 550.00 550.00 550.00 550.00 550.00 100% 8 CONNECT TO EXISTING PIPE (SANITARY)2.00 EA 4,000.00 8,000.00 2.00 8,000.00 2.00 8,000.00 8,000.00 100% 9 8"PVC SOR 26 PIPE SEWER 20.00 LF 150.00 3,000.00 24.00 3,600.00 24.00 3,600.00 3,600.00 120%(600.00) 10 12"PVC SOR 26 PIPE SEWER 20.00 LF 150.00 3,000.00 23.00 3,450.00 23.00 3,450.00 3,450.00 115%(450.00) 11 TELEVISE SANITARY SEWER 40.00 LF 2.00 80.00 40.00 80.00 80.00 100% 12 48"RC FLARED END WITH TRASH GUARD 1.00 EA 15,000.00 15,000.00 1.00 15,000.00 1.00 15,000.00 15,000.00 100% 13 55-2 STORM MH INCL R-1642-B CSTG AND HOPE ADJ RINGS 1.00 EA 14,000.00 14,000.00 1.00 14,000.00 1.00 14,000.00 14,000.00 100% 14 SS-3 STORM MH INCL R-1642-B CSTG AND HDPE ADJ RINGS 1.00 EA 14,000.00 14,000.00 1.00 14,000.00 1.00 14,000.00 14,000.00 100% 15 55-4 STORM MH INCL R-1642-B CSTG AND HOPE ADJ RINGS 1.00 EA 16,000.00 16,000.00 1.00 16,000.00 1.00 16,000.00 16,000.00 100% 16 SS-5 ST0RM MH INCL R-1642-B CSTG AND HOPE ADJ RINGS 1.00 EA 14,000.00 14,000.00 1.00 14,000.00 1.00 14,000.00 14,000.00 100% 17 55-6 STORM MH INCL R-1642-B CSTG AND HOPE ADJ RINGS 1.00 EA 24,000.00 24,000.00 1.00 24,000.00 1.00 24,000.00 24,000.00 100% 18 55-7 STORM MH INCL R-1642-B CSTG AND HOPE ADJ RINGS 1.00 EA 15,000.00 15,000.00 1.00 15,000.00 1.00 15,000.00 15,000.00 100% 19 55-8 STORM MH INCL R-1642-B CSTG AND HOPE ADJ RINGS 1.00 EA 15,000.00 15,000.00 1.00 15,000.00 1.00 15,000.00 15,000.00 100% 20 55-9 STORM MH INCL R-1642-CSTG AND HOPE ADJ RINGS 1.00 EA 17,000.00 17,000.00 1.00 17,000.00 1.00 17,000.00 17,000.00 100% 21 55-10 STORM MH INCL R-1642-CSTG AND HOPE ADJ RINGS 1.00 EA 17,000.00 17,000.00 1.00 17,000.00 1.00 17,000.00 17,000.00 100% 22 55-11 STORM MH INCL R-1642-B CSTG AND HOPE ADJ RINGS 1.00 EA 17,000.00 17,000.00 1.00 17,000.00 1.00 17,000.00 17,000.00 100% 23 55-12 STORM MH INCL R-1642-B CSTG AND HOPE ADJ RINGS 1.00 EA 15,000.00 15,000.00 1.00 15,000.00 1.00 15,000.00 15,000.00 100% 24 55-13 STORM MH INCL R-1642-B CSTG AND HOPE ADJ RINGS 1.00 EA 15,000.00 15,000.00 1.00 15,000.00 1.00 15,000.00 15,000.00 100% 25 55-14 STORM MH INCL R-1642-8 CSTG ANO HOPE ADJ RINGS 1.00 EA 17,000.00 17,000.00 1.00 17,000.00 1.00 17,000.00 17,000.00 100% 26 55-15 STORM MH INCL R-1642-8 CSTG AND HOPE ADJ RINGS 1.00 EA 17,000.00 17,000.00 1.00 17,000.00 1.00 17,000.00 17,000.00 100% 27 15"RC PIPE SEWER,CLASS 5 116.00 LE 170.00 19,720.00 120.00 20,400.00 120.00 20,400.00 20,400.00 103%(680.00) 28 18"RC PIPE SEWER,CLASS 5 84.00 LE 210.00 17,640.00 86.00 18,060.00 86.00 18,060.00 18,060.00 102%(420.00) 29 21"RC PIPE SEWER,CLASS 4 32.00 LF 175.00 5,600.00 34.00 5,950.00 34.00 5,950.00 5,950.00 106%(350.00) 30 24"RC PIPE SEWER,CLASS 4 20.00 LF 230.00 4,600.00 18.00 4,140.00 18.00 4,140.00 4,140.00 90%460.00 31 36"RC PIPE SEWER,CLASS 5 606.00 LF 350.00 212,100.00 606.00 212,100.00 606.00 212,100.00 212,100.00 100% 32 42"RC PIPE SEWER,CLASS 5 1,280.00 LE 460.00 588,800.00 1,280.00 588,800.00 1,280.00 588,800.00 588,800.00 100% 33 48"RC PIPE SEWER,CLASS 2 802.00 Lf 285.00 228,570.00 797.00 227,145.00 797.00 227,145.00 227,145.00 99%1,425.00 34 48"RC PIPE SEWER,CLASS 4 1,378.00 LF 385.00 530,530.00 1,378.00 530,530.00 1,378.00 530,530.00 530,530.00 100% 35 48"RC PIPE SEWER,CLASS 5 497.00 LF 500.00 248,500.00 497.00 248,500.00 497.00 248,500.00 248,500.00 100% 36 TELEVISE STORM SEWER 4,935.00 LF 2.00 9,870.00 4,866.53 9,733.06 9,733.06 99%136.94 37 15"RC PLUG 4.00 EA 65.00 260.00 4.00 260.00 4.00 260.00 260.00 100% 38 18"RC PLUG 3.00 EA 85.00 255.00 3.00 255.00 3.00 255.00 255.00 100% Contractor's Application for Payment Unit Price EJCDC C-620 Contractor's Application for Payment (c)2018 National Society of Professional Engineers for EJCDC.All rights reserved.1 of 2 Progress Estimate -Unit Price Work Owner:City of Cottage Grove Owner's Project No.: Engineer:Bolton &Menk,Inc.Engineer's Project No.:0N1.125940 Contractor:Minger Construction Company,Inc.Agency's Project No.: Project:South District Trunk Storm Sewer Contract: Application No.:5-Final Application Period:From 05/02/23 to 09/08/23 Application Date:07/29/24 A B C D E F Fl FZ G H I J K L Contract Information Previous Estimate Work Completed Work Completed and %of Estimated value of Work Materials Stored Value of Value of Bid Item Quantity Completed to Date Materials Currently to Date Item Balance to Finish Bid Item Unit Price (CXE)Quantity Previous Value Previous Incorporated in (EX G)Stored (not in G)(H +I)(J /F)(F-I) No.Description Item Quantity Units ($)($)Estimate Estimate the Work ($)($)($)(%)($) 39 21"RC PLUG 1.00 EA 110.00 110.00 1.00 110.00 1.00 110.00 110.00 100% 40 24"RC PLUG 1.00 EA 140.00 140.00 1.00 140.00 1.00 140.00 140.00 100% 41 36"RC PLUG 1.00 EA 275.00 275.00 275.00 42 SIGN PANELS TYPE C (MANHOLE MARKER SIGNS)21.00 SF SO.DO 1,050.00 21.00 1,050.00 1,050.00 100% 43 RANDOM RIPRAP CLASS I 22.00 CY 135.00 2,970.00 13.90 1,876.50 13.90 1,876.50 1,876.50 63%1,093.50 44 RANDOM RIPRAP CLASS IV 110.00 CY 135.00 14,850.00 83.20 11,232.00 83.20 11,232.00 11,232.00 76%3,618.00 45 EXCAVATION SPECIAL (POTHOLE EXISTING PRIVATE UTILITY)2.00 EA 650.00 1,300.00 1,300.00 46 NORTHERN NATURAL GAS MAIN BRIDGING -TIMBER 1.00 LS 3,000.00 3,000.00 1.00 3,000.00 1.00 3,000.00 3,000.00 100% 47 IMPROVED PIPE FOUNDATION,PER 6-INCH LAYER 740.00 LF 9.60 7,104.00 7,104.00 48 ROCK EXCAVATION (EV)510.00 CY 12.00 6,120.00 299.04 3,588.48 299.04 3,588.48 3,588.48 59%2,531.52 49 SANO CUSHION -ROCK EX AREAS ONLY 770.00 LF 5.00 3,850.00 259.00 1,295.00 259.00 1,295.00 1,295.00 34%2,555.00 so GRANULAR BORROW-ROCK EX AREAS ONLY (CV)420.00 CY 2.40 1,008.00 1,008.00 51 42"RC PIPE BY PIPE JACKING 120.00 LF 1,500.00 180,000.00 113.11 169,665.00 113.11 169,665.00 169,665.00 94%10,335.00 52 TUNNELING PITS -GAS MAINS CROSSING 1.00 LS 100,000.00 100,000.00 1.00 100,000.00 1.00 100,000.00 100,000.00 100% 53 UTILITY AND SURFACE SETTLEMENT MONITORING 1.00 LS 4,000.00 4,000.00 1.00 4,000.00 1.00 4,000.00 4,000.00 100% 54 SILT FENCE TYPE MACHINE SLICED 11,000.00 LF 0.75 8,250.00 10,517.47 7,888.10 10,517.47 7,888.10 7,888.10 96%361.90 55 FLOATATION SILT CURTAIN TYPE MOVING WATER 100.00 LF lS.00 1,500.00 1,500.00 56 SEDIMENT CONTROL LOG TYPE WOOD FIBER 400.00 LF 2.55 1,020.00 1,020.00 57 STREET SWEEPING (WITH PICKUP BROOM)50.00 HR 145.00 7,250.00 7,250.00 58 SEEDING WITH SEED MIXTURE 35-641 130.00 LB 76.00 9,880.00 21.19 1,610.44 82.49 6,269.24 6,269.24 63%3,610.76 59 SEEDING WITH SEED MIXTURE SPECIAL 20.00 LB 56.00 1,120.00 1,120.00 60 TEMPORARY SEEDING,MNDOT SEED MIX 21-111,0ATS OR 21 8.00 ACRE 960.00 7,680.00 7,680.00 61 TEMPORARY HYDRAULIC EROSION CONTROL,TYPE BFM 6.00 ACRE 2,960.00 17,760.00 1.46 4,321.60 1.46 4,321.60 4,321.60 24%13,438.40 62 TEMPORARY HYDRAULIC EROSION CONTROL,TYPE MULCH 2.00 ACRE 1,460.00 2,920.00 2,920.00 63 ROLLED EROSION PREVENTION CATEGORY 20 1,930.00 SY 1.50 2,895.00 1,210.00 1,815.00 1,815.00 63%1,080.00 64 MULCH MATERIAL TYPE 1 (INCL DISK ANCHORING)6.10 ACRE 600.00 3,660.00 0.62 372.00 3.22 1,932.00 1,932.00 53%1,728.00 65 SOIL TILLING (AGRICULTURAL AREAS)23.00 ACRE 170.00 3,910.00 20.14 3,423.80 3,423.80 88%486.20 66 STRIP,STOCKPILE AND RESPREAD TOPSOIL 20.00 ACRE 250.00 5,000.00 17.87 4,467.50 17.87 4,467.50 4,467.50 89%532.SO 67 TUNNEL OBSTRUCTION 1.00 ALLOW 25,000.00 25,000.00 1.00 25,000.00 1.00 25,000.00 25,000.00 100% TOTAL BASE BID $2,675,247.00 $2,547,018.12 $2,585,188.78 $$2,585,188.78 97%/$90,058.22 CHANGE ORDERS 68 CONNECT TO EXISTING MANHOLE 1.00 I EA 20,000.00 20,000.00 1.00 20,000.00 1.00 20,000.00 20,000.00 100% 69 TUNNEL OBSTRUCTION 1.00 I ALLOW 175,000.00 175,000.00 1.00 175,000.00 1.00 175,000.00 175,000.00 100% TOTAL CHANGE ORDER $195,000.00 $195,000.00 $195,000.00 $$195,000.00 100%/$ BASE BID+CHANGE ORDER $2,870,247.00 I $2,742,018.12 $2,780,188.78 $$2,780,188.78 97%1 $90,058.ZZ Contractor's Application for Payment Unit Price EJCDC C-620 Contractor's Application for Payment (c)2018 National Society of Professional Engineers for EJCDC.All rights reserved.2 of 2 Document G707 -1994 Consent Of Surety to Final Payment Bond No:3402115 PROJECT:(Name and address) South District Trunk Storm Sewer City of Cottage Grove TO OWNER:(Name and address) City of Cottage Grove 12800 Ravine Parkway South, Cottage Grove,MN 55016 ARCHITECT'S PROJECT NUMBER: CONTRACT FOR:General Construction CONTRACT DATED:June 15,2022 OWNER:/ ARCHITECT: CONTRACTOR:/ SURE.I OTHER:" In accordance with the provisions of the Contract between the Owner and the Contractor as indicated above,the (Insert name and address of Surety) Great American Insurance Company 301 E Fourth Street Cincinnati,OH 45202 on bond of (Insert name and address of Contractor) Minger Construction Companies,Inc. 620 Corporate Drive Jordan,MN 55352 .SURETY. ,CONTRACTOR, hereby approves of the final payment to the Contractor,and agrees that final payment to the Contractor shall not relieve the Surety of any of its obi igations to (Insert name and address of Owner) City of Cottage Grove 12800 Ravine Parkway South Cottage Grove,MN 55016 as set forth in said Surety's bond. IN WITNESS WHEREOF,the Surety has hereunto set its hand on this date:July 25,2024 (Insert in writing the month followed by the numeric date and year.) Great American Insurance Company (Surety) (Signature of authorized representative) ,OWNER, Attest:]#,],N+4,=7' seat»:'/U)YUK' Sarah J.Dragt Colby D.White,Attorney-in-Fact (Printed name and title) AIA Document G707 7-1994.Copyright©1982 and 1994 by The American Institute of Architects.All rights reserved.WARNING:This AIA Document is protected by U.S.Copyright Law and International Treaties.Unauthorized reproduction or distribution of this AIA Document,or any portion of it,may 4 result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law. User Notes:(1466710072) GREAT AMERICAN INSURANCE COMPANY Administrative Office:301 E 4TH STREET •CINCINNATI,OHIO 45202 •513-369-5000 FAX 513-723-2740 The number of persons authorized by this power of attorney is not more than TWELVE No.0 22343 POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:That the GREAT AMERICAN INSURANCE COMPANY,a corporation organized and existing under and by virtue of the laws of the State of Ohio,does hereby nominate,constitute and appoint the person or persons named below,each individually if more than one is named,its true and lawful attorney-in-fact,for it and in its name.place and stead to execute on behalf of the said Company,as surety,any and all bonds, undertakings and contracts of suretyship,or other written obligations in the nature thereof;provided that the liability of the said Company on any such bond. undertaking or contract of suretyship executed under this authority shall not exceed the limit stated below. MELINDA C.BLODGETT R.C.BOWMAN Name BRIAN J.OESTREICH NATHAN WEAVER Address ALL OF MINNEAPOLIS,MINNESOTA Limit of Power ALL $100,000,000 R.W.FRANK SANDRA M.ENGSTRUM COLBY D.WHITE MICHELLE MORRISON TED JORGENSEN NICOLE STILLINGS JOSHUA R.LOFTIS RACHEL THOMAS This Power of Attorney revokes all previous powers issued on behalf of the attorney(s)-in-fact named above. IN WITNESS WHEREOF the GREAT AMERICAN INSURANCE COMPANY has caused these presents to be signed and attested by its appropriate officers and its corporate seal hereunto affixed this 28TH day of SEPTEMBER 20214-z "'i#ii Assistant Secretary Divisional Senior ice President STATE OF OHIO,COUNTY OF HAMILTON -ss:MARK VICARIO 877-377-2405) On this 28TH day of SEPTEMBER 2021 ,before me personally appeared MARK VICARIO,to me known, being duly sworn,deposes and says that he resides in Cincinnati.Ohio.that he is a Divisional Senior Vice President of the Bond Division of Great American Insurance Company,the Company described in and which executed the above instrument;that he knows the seal of the said Company;that the seal affixed to the said instrument is such corporate seal;that it was so affixed by authority of his office under the By-Laws of said Company,and that he signed his name thereto by like authority. SUSAN A KOHORST Notary Public State of Ohio M y Comm.Expires May 18,2025 This Power of Attorney is granted by authority of the following resolutions adopted by the Board of Directors of Great American Insurance Company by unanimous written consent dated June 9,2008. RESOLED:That the Divisional President,the several Divisional Senior Wice Presidents,Divisional Wice Presidents and Divisonal Assistant Vice Presidents,or any one of them,be and hereby is authorized,from time to time,to appoint one or more Attorneys-in-Fact to execute on behalf of the Company, as surety,any and all bonds,undertakings and contracts ofsuretyship,or other written obligations in the nature thereof;to prescribe their respective duties and the respective limits of their authority;and to revoke any such appointment at any time. RESOLED FURTHER:That the Company seal and the signature of any of the aforesaid officers and any Secretary or Assistant Secretary of the Company may be affixed by facsimile to any power of attorney or certificate of either given for the execution of any bond,undertaking,contract of suretyship, or other written obligation in the nature thereof,such signature and seal when so used being hereby adopted by the Company as the original signature of such officer and the original seal of the Company to be valid and binding upon the Company with the same force and effect as though manually affixed. CERTIFICATION I,STEPHEN C.BERAHA,Assistant Secretary of Great American Insurance Company,do hereby certify that the foregoing Power of Attorney and the Resolutions of the Board of Directors of June 9,2008 have not been revoked and are now in full force and effect. Signed and sealed this 25th day of July ,2024%-.3 Assistant Secretary S1029A4H (03/20) m DEPARTMENT OF REVENUE Contractor Affidavit Submitted Thank you,your Contractor Affidavit has been approved. Confirmation Summary Confirmation Number: Submitted Date and Time: Legal Name: Federal Employer ID: User Who Submitted: Type of Request Submitted: Affidavit Summary Affidavit Number: Minnesota ID: Project Owner: Project Number: Project Begin Date: Project End Date: Project Location: Project Amount: Subcontractor Summary 1-071-132-512 25-Jul-2024 1:13:25 PM MINGER CONSTRUCTION COMPANIES,INC. 46-5108070 MingerComp. Contractor Affidavit 1654444032 3440852 CITY OF COTTAGE GROVE ON1.125940 15-Jun-2022 08-Sep-2023 S DISTRICT TRUNK STORM SEWER $2,780,188.78 Name ID Affidavit Number CENTRAL LANDSCAPING INC 7663076 445763584 AMERICAN FENCE COMPANY OF MINNESOTA LLC 2790379 1578160128 WENNER HOLDINGS LLC 9957283 1618038784 Important Messages A copy of this page must be provided to the contractor or government agency that hired you. Contact Us If you need further assistance,contact our Withholding Tax Division at 651-282-9999,(toll-free)800-657-3594,or (email) withholding.tax@state.mn.us.Business hours are Monday through Friday 8:00 a.m.to 4:30 p.m.Central Time. Please print this_page for your records using the print or save functionality built into your browser. Cassandra Thuening From: Sent: To: Cc: Subject: Wyatt Held Wednesday,January 3,2024 1 :11 PM Cassandra Thuening Wyatt Held FW:Your Recent Contractor Affidavit Request I City of Cottage Grove South District Trunk Storm Sew er See below . Thanks, Wyatt H e ld Project M anager/Estim ator lau---Niner fonsstru tion to.,In. 620 Corporate Drive Jordan,M N 55352 Ph:952-368-9200 Fax:952-368-9311 Cell:952-687-10 46 W yatt H@ M ingerco nst.co m Equ a l O pp ort unity Em p loyer Visit our website at:ww w .m ingerco nstruction.co m Fro m :Leah Carlson <l.carlson@ am ericafence.com > Se nt:W ednesday,January 3,2024 1:07 PM To :W yatt Held <W yatt H@ m ingerco nst.co m > Su bject:[EXTER NAL]Your Recent Contractor Affi davit Request I City of Cottage Gro ve South District Trunk Storm Sewer [EXTER NAL]This email originated from outside of the organization.Do not click links or open attachments unless you reco gnize the sender and know the co ntent is safe. This email is an automated notification and is unable to receive replies. Contractor Affidavit Submitted Thank you,your Contractor Affidavit has been appro ved. Confirmation Summary Confirmation Number:1-483-041-120 1 Submitted Date and Time: Legal Name: Federal Employer ID: User Who Submitted: Type of Request Submitted: Affidavit Summary Affidavit Number: Minnesota ID: Project Owner: Project Number: Project Begin Date: Project End Date: Project Location: Project Amount: 3-Jan-2024 1 :04:58 PM AMERICAN FENCE COMPANY OF MINNESOTA,LLC 46-1046674 l.carlson Contractor Affidavit 1578160128 2790379 CITY OF COTTAGE GROVE 22-047 24-0ct-2022 19-Jul-2023 COTTAGE GROVE,MN $14,088.00 Subcontractors:No Subcontractors Important Messages A copy of this page must be provided to the contractor or government agency that hired you. Contact Us If you need further assistance,contact our Withholding Tax Division at 651-282-9999,(toll-free)800-657-3594,or (email) withholding_tax@state_mn_us.Business hours are Monday through Friday 8:00 a.m.to 4:30 p.m.Central Time. How to View and Print this Request You can see copies of your requests by going into your History. This message and any attachments are solely for the intended recipient and may contain nonpublic/private data.If you are not the intended recipient,any disclosure,copying,use,or distribution of the information included in this message and any attachments is prohibited.If you have received this communication in error,please notify us and immediately and permanently delete this message and any attachments.Thank you. 2 9/26/23,9:53 AM mndor.state.mn.us/tp/eservices/_/Retrieve/0/Dc/JHkYX1 bU2LZMqlf_9D4PQ_?FILE_=Print2&PARAMS_=3034 798140345495 .•• DEPARTMENT OF REVENUE Contractor Affidavit Submitted Thank you,your Contractor Affidavit has been approved. Confirmation Summary Confirmation Number: Submitted Date and Time: Legal Name: Federal Employer ID: User Who Submitted: Type of Request Submitted: 1-623-504-480 26-Sep-2023 9:53:22 AM WENNER HOLDINGS LLC 26-4635343 Empire Contractor Affidavit Affidavit Summary Affidavit Number: Minnesota ID: Project Owner: Project Number: Project Begin Date: Project End Date: Project Location: Project Amount: Subcontractors: 1618038784 9957283 CITY OF COTTAGE GROVE ON1.125940 08-Feb-2023 09-Feb-2023 SOUTH DISTRICT TRUNK STORM SEWER $8,245.50 No Subcontractors Important Messages A copy of this page must be provided to the contractor or government agency that hired you. Contact Us If you need further assistance,contact our Withholding Tax Division at 651-282-9999,(toll-free)800-657-3594,or (email) withholding.tax@state.mn.us.Business hours are Monday through Friday 8:00 a.m.to 4:30 p.m.Central Time. Please print this_page for your records using the print or save functionality built into your browser. m DEPARTMENT OF REVENUE Contractor Affidavit Submitted Thank you,your Contractor Affidavit has been approved. Confirmation Sum mary Confirmation Number: Submitted Date and Time: Legal Name: Federal Employer ID: User Who Submitted: Type of Request Submitted: A ffidavit Sum m ary Affidavit Num ber: Minnesota ID: Project Owner: Project Number: Project Begin Date: Project End Date: Project Location: Project Amount: Subcontractors: 2-085-736-288 25-Jul-2024 12:44:13 PM CENTRAL LANDSCAPING INC 41-0968934 RobinA Contractor Affidavit 445763584 7663076 CITY OF COTTAGE GROVE ON1 .125940 03-0ct-2022 03-Aug-2023 S DISTRICT TRUNK STORM SEWER-COTTAGE GROVE $36,413.53 No Subcontractors Important Messages A copy of this page must be provided to the contractor or government agency that hired you. Contact Us If you need further assistance,contact our Withholding Tax Division at 651-282-9999,(toll-free)800-657-3594,or (email)withholding.tax@state.mn.us.Business hours are Monday through Friday 8:00 a.m.to 4:30 p.m.Central Time. Please print this_page for your records using the print or save functionality built into your browser. LOU!JI LVtIUt HL.a+r Lot2-+Dotto1orrur Luo CONDITIONAL RECEIPT AND WAIVER OF MECHANIC'S LIEN RIGHTS Dated:7 /25/24 The undersigned in consideration of the sum of$3,511.08 Construction Co.,Inc. CHECK ONLY ONE from Minger □□ ) 1.as partial payment for labor,skill and material furnished 2.as payment for labor,skill and material furnished or to be furnished (Except the sum of$retainage or holdback) 3.as full and final payment for all labor,skill and material furnished. To the following real property (legal description,street address or project name): Cottage Grove -S.District Trunk Storm Sewer and for value received hereby waives all rights acquired by the undersigned to file or record mechanic's liens against said real property for labor,skill or material furnished to said real property (only for the amount paid if box 1 is checked and except for retainage shown if box 2 is checked). The waiver of mechanic's lien rights is conditioned upon receipt of payment from Minger Construction Co.,Inc. Central Landscaping,Inc. 13655 Lake Drive Forest Lake,MN 55025 my..O/,------------ Federal I.D.#41-0968934 NOTE:If this instrument is executed by a corporation,it must be signed by an officer,and if executed by a partnership It must be signed by a partner. CONDITIONAL RECEIPT AND WAIVER OF MECHANIC'S LIEN RIGHTS Dated:9/25/23 The undersigned in consideration of the sum of$3,611.40 / Construction Co.,Inc. CHECK ONLY ONE from Minger □□ 1.as partial payment for labor,skill and material furnished 2.as payment for labor,skill and material furnished or to be furnished (Except the sum ofS retainage or holdback) 3.as full and final payment for all labor,skill and material furnished. To the following real property (legal description,street address or project name): Cottage Grove -South District Trunk Storm Sewer and for value received hereby waives all rights acquired by the undersigned to file or record mechanic's liens against said real property for labor,skill or material furnished to said real property (only for the amount paid if box I is checked and except for retainage shown if box 2 is checked). The waiver of mechanic's lien rights is conditioned upon receipt of payment from Minger Construction Co.,Inc. American Fence Company of MN,LLC 5867 15th Street NW Rochester,MN 55901 Federal 1D ¢Lott,) NOTE:If this instrument is executed by a corporation,it must be signed by an officer,and if executed by a partnership It must be signed by a partner. CONDITIONAL RECEIPT AND WAIVER OF MECHANIC'S LIEN RIGHTS Dated:9/25/23 The undersigned in consideration of the sum of$412.28 Construction Co.,Inc. CHECK ONLY ONE from Minger 1.as partial payment for labor,skill and material furnished 2.as payment for labor,skill and material furnished or to be furnished (Except the sum of$retainage or holdback) 3.as full and final payment for all labor,skill and material furnished. To the following real property (legal description,street address or project name): Cottage Grove -South District Trunk Storm Sewer and for value received hereby waives all rights acquired by the undersigned to file or record mechanic's liens against said real property for labor,skill or material furnished to said real property (only for the amount paid if box 1 is checked and except for retainage shown if box 2 is checked). The waiver of mechanic's lien rights is conditioned upon receipt of payment from Minger Construction Co.,Inc. Wenner Holdings LLC dba Empire Pipe Services 415 Truman Street N.Mankato,MN 56003 BY: Federal I.D.#26-4635343 NOTE:If this instrument is executed by a corporation,it must be signed by an officer,and if executed by a partnership It must be signed by a partner. WARRANTY BOND FORM BOND NO:3402115 Contractor Name:Minger Construction Companies,Inc. Address (principal place of business): 620 Corporate Drive Jordan,MN 55352 Surety Name:Great American Insurance Company Address (principal place of business): 301 E Fourth Street Cincinnati,OH 45202 Owner Name:City of Cottage Grove Address (principal place of business). 12800 Ravine Parkway South Cottage Grove,MN 55016 Construction Contract Description (name and location}: South District Trunk Storm Sewer City of Cottage Grove Contract Price:$2,675,247.00 Effective Date of Contract:June 15,2022 Contract's Date of Substantial Completion:March 31,2023 Bond ,Bond Amount:$668,811.75 Bond Period:Commencing 364 days after s 3].,3f 4.Substantial Completion of the Work under the,@]Pate,f Bond:July 31,2024.'_..z",,l ti;•."hr"-Construction Contract,and continuing until 2 yearsr?@".$%if.s after such Substantial Completion. ,"..p difiations to this Bond form: d s9."7 "es"sjAjoiepgseeParagraphsg$$]suepyfd,Contractor,intending to be legally bound hereby,subect to the terms set forh herein,do'j,psst,usethis warrantyond to be duly executed by an authored offer,agent,or representative.%Ti}ita rs Principal surety k%;'y.'.ts :Iii$,·8 Z±;$r;",'5:{Nifiger"Construction Companies,Inc._Great American Insurance Company ,:r '·\',:,Mt>-:f•,:/ift"(Fullf,~rmolname tractor)(Full~for alnomeo Surety)(corporateseal) ·1.1·,.,••'lt"'r.''"!~ Ts 2 -or uT(Signature)(Signature)(Attach Power of Attorney) Name:Luke Minger (Printed or typed) Name:Colb D.White (Printed or typed) Title:President Atte~eoetcre9, vome:dteo Cl'tap2ee (Printed or typed)/ S¢.1e Notes:{1)Provide supplemental execution by any additional parties,such as joint venturers.(2)An y singular reference to Contractor,Surety,Owner,or other party is considered plural where applicable. Title: Attest: itle: Name:Sarah Ora t Title: (Printed or typed) Witness as to Surety This document is a MODIFED version of EJCDC"C-612 Copyright 2018by NSPE,ACEC,and ASCE.AI rights reserved. WARRANTY BOND FORM ©2022 City of Cottage Grove,Minnesota PAGE 006113.12-1 1.The Contractor and Surety,jointly and severally,bind themselves,their heirs,executors,administrators, successors,and assigns to the Owner for the performance of the Construction Contract's Correction Period Obligations.The Construction Contract is incorporated herein by reference. 2.If the Contractor performs the Correction Period Obligations,the Surety and the Contractor shall have no obligation under this Warranty Bond. 3.If Owner gives writt en notice to Contractor and Surety during the Bond Period of Contractor's obligation under the Correction Period Obligations,and Contractor does not fulfill such obligation,then Surety shall be responsible for fulfillment of such Correction Period Obligations.Surety shall either fulfill the Correction Period Obligations itself,through its agents or contractors,or,in the alternative,Surety may waive the right to fulfill the Correction Period Obligations itself and reimburse the Owner for alt resulting costs incurred by Owner in performing Contractor's Correction Period Obligations,including but not limited to correction, removal,replacement,and repair costs. 4.The Surety's liability is limited to the amount of this Warranty Bond.Renewal or continuation of the Warranty Bond will not modify such amount unless expressly agreed to by Surety in writing. 5.The Surety shall have no liability under this Warranty Bond for obligations of the Contractor that are unrelated to the Construction Contract.No right of action will accrue on this Warranty Bond to any person or entity other than the Owner or its heirs,executors,administrators,successors,and assigns. 6.Any proce eding,legal or equitable,under this Warranty Bond may be instituted in any court of competent jurisdiction in the location in which the Work or part of the Work is located and must be instituted within two years after the Surety refuses or fails to perform its obligations under this Warranty Bond. 7.Written notice to the Surety,the Owner,or the Contractor must be mailed or delivered to the address shown in this Warranty Bond. 8.Definitions 8.1.Construction Contract-The agreement between the Owner and Contractor identified on the cover page of this Warranty Bond,including all Contract Documents and changes made to the agreement and the Contract Documents. 8.2.Contract Documents-Alt the documents that comprise the agreement between the Owner and Contractor. 8.3.Correction Period Obligations-The duties,responsibilities,commitments,and obligations of the Contractor with respect to correction or replacement of defective Work,as set forth in the Construction Contract's Correction Period clause,EICDC"C 700,Standard General Conditions of the Construction Contract (2018),Paragraph 15.08,as duly modified. 8.4.Substantial Completion-As defined in the Construction Contract. 8.5.Work-As defined in the Construction Contract. 9.Modifications to this Bond are as follows:None This document is a MODIFED version of EJCDC"C-612,Copyright 2018 by NSPE.ACEC,and ASCE.All rights reserved. WARRANTY BOND FORM ©2022 City of Cottage Grove,Minnesota PAGE 00 61 13.12-2 ACKNOWLEDGEMENT OF PRINCIPAL STATE OF Minnesota couNrY or _('A0&2 or.31°as«flu appeared LukeMinger'- lres1denof MingerConstructionCompanies,In.,known to me to be the person whose nam e is subscribed to the instrum ent,an d acknowledge that he/she executed the same. In W ITN ESS W HERE OF,I have hereunto set my han ds and affi xed my offi cial seal,the day and year in ,in the year >(__,befo re me personally this certificate first above written. f''~·KAREN C MINGER:.>'NOTAR Y PU BLIC -MINNESOTA$,,y Y COMMISSION EXPIRES 01/31/25 <.. My commission Expires:'/21/s ACKNOWLEDGEMENT OF SURETY STATE OF Minnesota COUN TY OF Hennepin On this 31st day of duly,in the year 2024,before me personally comes) Colby D.White _,Attorney-in-Fact of Great American Insurance Company ,with whom I am personally acquainted,and who,being by me duly sworn,says that he/she is the Attorney-in-Fact of GreatAmericaninsuranceCompany the company described in and which executed the within instrument;that he/she know(s)the corporate seal of such Company;and that the seal affixed to the within instrument is such corporate seal and that it was affixed by order of the Board of Directors of said Company,and that he/she signed said instrument as Attorney-in-Fact of the said Company by like order. In WITNESS WHEREOF,I have hereunto set my hands and affixed my official seal,the day and year in this certificate first above written.e SARAH J.DRAGT Notary Public Minnesota •My Commission Eplres Jen.31,2029 Sarah J.Dragt,Notary Public My Commission Expires:Januarv 31,2029 GREAT AMERICAN INSURANCE COMPANY Administrative Office:301 E 4TH STREET •CINCINNATI,OHIO 45202 °513-369-5000 FAX 513-723-2740 The number of persons authorized by this power of attorney is not more than TWELVE No.0 22343 POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:That the GREAT AMERICAN INSURANCE COMPANY,a corporation organized and existing under and by virtue of the laws of the State of Ohio,does hereby nominate,constitute and appoint the person or persons named below,each individually if more than one is named,its true and lawful attorney-in-fact,for it and in its name,place and stead to execute on behalf of the said Company,as surety,any and all bonds, undertakings and contracts of suretyship,or other written obligations in the nature thereof;provided that the liability of the said Company on any such bond, undertaking or contract of suretyship executed under this authority shall not exceed the limit stated below. Name MELINDA C.BLODGETT BRIAN J.OESTREICH R.C.BOWMAN NATHAN WEAVER Address ALL OF MINNEAPOLIS,MINNESOTA Limit of Power ALL $100,000,000 R.W.FRANK COLBY 0.WHITE TED JORGENSEN JOSHUA R.LOFTIS SANDRA M.ENGSTRUM MICHELLE MORRISON NICOLE STILLINGS RACHEL THOMAS This Power of Attorney revokes all previous powers issued on behalf of the attomey(s)-in-fact named above. IN WITNESS WHEREOF the GREAT AMERICAN INSURANCE COMPANY has caused these presents to be signed and attested by its appropriate officers and its corporate seal hereunto affixed this 28TH day of SEPTEMBER 20214-•r "i#Ji. Assistant Secretary Divisional Senior Vice President STATE OF OHIO,COUNTY OF HAMILTON -ss:MARK VICARIO (877-377-2405) On this 28TH day of SEPTEMBER ,2021 ,before me personally appeared MARK VICARIO,to me known, being duly sworn,deposes and says that he resides in Cincinnati,Ohio,that he is a Divisional Senior Vice President of the Bond Division of Great American Insurance Company,the Company described in and which executed the above instrument;that he knows the scal of the said Company;that the seal affixed to the said instrument is such corporate seal;that it was so affixed by authority of his office under the By-Laws of said Company,and that he signed his name thereto by like authority. SUSAN A K0H0RST Notary Public State t Ohio My Comm.Exp!res May 18,2025 This Power of Attorney is granted by authority of the following resolutions adopted by the Board of Directors of Great American Insurance Company by unanimous written consent dated June 9,2008. RESOLVED:That the Divisional President,the several Divisional Senior Vice Presidents,Divisional Vice Presidents and Divisonal Assistant Wice Presidents,or any one of them,be and hereby is authorized,from time to time,to appoint one or more Attorneys-in-Fact to execute on behalf of the Company, as surety,any and all bonds,undertakings and contracts ofsuretyship,or other written obligations in the nature thereof;to prescribe their respective duties and the respective limits of their authority;and to revoke any such appointment at any time RESOLVED FURTHER:That the Company seal and the signature of any of the aforesaid officers and any Secretary or Assistant Secretary of the Company may be affixed by facsimile to any power of attorney or certificate of either given for the execution of any bond,undertaking,contract of suretyship, or other written obligation in the nature thereof,such signature and seal when so used being hereby adopted by the Company as the original signature of such officer and the original seal of the Company,to be valid and binding upon the Company with the same force and effect as though mamually affixed. CERTIFICATION I,STEPHEN C.BERA HA,Assistant Secretary of Great American Insurance Company,do hereby certify that the foregoing Power of Attorney and the Resolutions of the Board of Directors of June 9,2008 have not been revoked and are now in full force and effect. Signed and sealed this 31st day of July ,2024 -c.3 Assistant Secretary S1029A4H (03/20) CITY OF COTTAGE GROVE CITY COUNCIL RESOLUTION NO. 2024-122 RESOLUTION APPROVING THE FINAL PAYMENT IN THE AMOUNT OF $42,301.94 TO MINGER CONSTRUCTION COMPANY FOR THE SOUTH DISTRICT STORM SEWER PROJECT WHEREAS, the City Engineer has certified that work has been satisfactorily completed; and WHEREAS, the total contract amount was $2,870,247.00. The final construction cost was $2,780,188.78, which is $90,058.22 less than the contract amount; and WHEREAS, the project has been satisfactorily completed in accordance with the contract plans and specifications. NOW THEREFORE BE IT RESOLVED, by the City Council of the City of Cottage Grove, County of Washington, State of Minnesota, that $42,301.94 is paid to Minger Construction Company for the final payment for the South District Storm Sewer Project. Passed this 21st day of August, 2024. Myron Bailey, Mayor Attest: Tamara Anderson, City Clerk 1 City Council Action Request 7.G. Meeting Date 8/21/2024 Department Public Works Agenda Category Action Item Title Glacial Valley Park – Change Order #3 Staff Recommendation Approve Change Order #3, thereby increasing the contract amount by $14,200.00 to a total contract amount of $2,609,336.44. Budget Implication $14,200 - Park Trust Fund Attachments 1. Glacial Valley Park Change Order No. 3 CC Memo 2. Glacial Valley Park Change Order No. 3 & Attachment To: Honorable Mayor and City Council Jennifer Levitt, City Administrator From: Amanda Meyer, PE, City Engineer Date: August 2, 2024 Re: Glacial Valley Park – Change Order #3 Background/Discussion As the construction at Glacial Valley Park nears completion, staff reevaluated the proposed establishment of the park area. While the original contract included seeding all turf areas in the park area, it was determined that sod would be more appropriate specifically around the playground area and in front of the pa rk building. Since sod was not included in the original contract, a change order is required. Change Order #3 increases the total construction cost by $14,200.00 bringing the total contract amoun t with Sunram Construction, Inc. to $2,609,336.44. Recommendation It is recommended that the City Council approve Change Order #3, thereby increasing the contract amount by $14,200.00 to a total contract amount of $2,609,336.44. 125682 0N1.125682 N/A May 9, 2024 The Contract is modified as follows upon execution of this Change Order: Description: Attachments: $ $ $ $ $ Approved by Funding Agency (if applicable) 9/29/2023 0 days 0 days 11/3/2023 5/30/2024 0 days 0 days Final Completion: Accepted by Contractor Change in Contract Times [State Contract Times as either a specific date or a number of days] Authorized by Owner Title: By: Title: Date: By: 14,200.00 2,609,336.44 Contract Price incorporating this Change Order: 14,200.00 Recommended by Engineer (if required) Date: City of Cottage Grove Bolton and Menk, Inc. Sunram Construction, Inc. Effective Date of Change Order: Glacial Valley Park [Increase] [Decrease] this Change Order: Substantial Completion: Final Completion: Contract Times with all approved Change Orders: Substantial Completion: Final Completion: 11/3/2023 5/30/2024 This change order is for the additional sod that has been placed around the playground and in the planter beds inbetween Glacial Valley Park's building and the parking lot. Revised Plan Sheet C2.01 CHANGE ORDER NO.: 3 Owner’s Project No.:Engineer’s Project No.:Contractor’s Project No.: May 9, 2024Date Issued: Owner: Engineer: Contractor: Project: [Increase] [Decrease] from previously approved Change Orders No. 2 to No. 3: Substantial Completion: [Increase] [Decrease] this Change Order: 2,595,136.44 Substantial Completion: Final Completion: Contract Price prior to this Change Order: Contract Times prior to this Change Order: [Increase] [Decrease] from previously approved Change Orders No.1 to No. [Number of previous Change Order]: Change in Contract Price Original Contract Price:Original Contract Times: Substantial Completion: Final Completion:10/27/20232,562,073.00 EJCDC® 00 63 63, Change Order, Rev.1. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies and American Society of Civil Engineers. All rights reserved. Page 1 of 1 Docusign Envelope ID: D18EC1FE-73B5-4A04-AC21-A7FCD0F48F54 July 31, 2024 PresidentGraduate Engineer July 31, 2024 August 1, 2024 City Engineer 1 1000 SY $14.20 14,200.00$ Subtotal 14,200.00$ Original Contract Amount:$2,562,073.00 Change Order No. 1:-$19,181.06 Change Order No. 2:$52,244.50 Change Order No. 3:$14,200.00 New Contract Amount:$2,609,336.44 Change in Contract Amount Sunram Construction, Inc. Estimated Quantity Unit Unit PriceDescription Contractor: Item No. Project: Glacial Valley Park CHANGE ORDER NO.: 3 Continued Engineer’s Project No.: Owner: 0N1.125682 City of Cottage Grove Sod Docusign Envelope ID: D18EC1FE-73B5-4A04-AC21-A7FCD0F48F54 1 City Council Action Request 7.H. Meeting Date 8/21/2024 Department Public Works Agenda Category Action Item Title Low Zone Water Treatment Plant Change Order #2 Staff Recommendation Approve Change Order #2 in the amount of $67,368.00 for the Low Zone Water Treatment Plant project, increasing the current contract amount from $39,528,440.33, to $39,595,808.33. Budget Implication $67,368.00, paid for by 3M Settlement Funds. Attachments 1. Memo - Low Zone Water Treatment Plant Change Order 2_8-21-2024 2. Change Order #2 Item Description 3. LZWTP Change Order #2 To:Honorable Mayor and City Council Jennifer Levitt, City Administrator From:Ryan Burfeind, P.E., Public Works Director Date:August 21, 2024 Re:Low Zone Water Treatment Plant Project – Change Order #2 Background/ Discussion The Low Zone Water Treatment Plant project was awarded at the August 2, 2023 City Council meeting to Rice Lake Construction Group in the total bid contract amount of $39,078,155. As the Council will recall, the base bid for the project also included non-settlement eligible costs for work for the Utility and Engineering building ($774,017) and SCADA system upgrades ($895,355). The Low Zone Water Treatment Plant portion of the project costs, subtracting the costs for the Utility and Engineering building and SCADA system upgrades, is $37,408,783, which is fully funded by the 3M Settlement as an identified project in the Conceptual Drinking Water Supply Plan. This change order includes several items that need to be added to the project that were not included in the bid plan. These items are needed for the operation of the facility as described in the attached memo. The cost of the additions results in the change order amount of $67,368.00, which is fully funded by the 3M Settlement. The cost of this change order is well within the balance of the project contingency that was approved with the grant agreement; which, accounting for CO #1, is $1,261,900. The MPCA has been updated on the costs and reasoning behind the change order. With this change order, the total contract amount for this project would increase to $39,595,808.33. Recommendation It is recommended that the City Council approve Change Order #2 in the amount of $67,368.00 for the Low Zone Water Treatment Plant project, increasing the current contract amount from $39,528,440.33, to $39,595,808.33. Memo To: Ryan Burfeind Cottage Grove Public Works Director From: Brian Lintgen, PE (MN) Minneapolis Project/File: 193805365 Date: August 8, 2024 Reference: Low Zone WTP - Change Order No. 2 Discussion The Cottage Grove Low Zone Water Treatment Plant construction is proceeding well. During the course of construction, changes from the bid plan are sometimes required. The following summarizes the background for the changes presented in Change Order No. 2. • Double wide chemical room doors o The doors for the Fluoride, Sodium Permanganate, and Sodium Bisulfite were modified. The original plan had single wide doors. The change order replaces these with double wide doors. The added width allows for complete removal of the chemical tanks in the future. Double doors should have originally been included in the bid plan. This also means that the costs would have been included in the original bid price. This work is necessary for a well- functioning facility. • Flanged coupling adapters (FCA) at flow meters o Magnetic flow meters will periodically need maintenance or replacement in the future. Piping should be designed to allow for removal of the meters. The task of removing meters is easier than it is to install them back in place. In order to facilitate easier maintenance of the meters, the piping system should be able to accommodate slight movements or have gaps in the piping to facilitate removal. Some of the plant meters can be easily removed because of the use of Victaulic (grooved joint) piping. Meters at locations not adjacent to Victaulic pipe should have other means to facilitate ease of removal. The FCA allows for a small gap between pipe surfaces that facilitates removal of the meter. FCA fittings should have originally been included in the bid plan. This also means that the costs would have been included in the original bid price. This work is necessary for a well-functioning facility. • Chemical hallway and sodium permanganate plumbing revisions o Water for washing down the plant and for chemical feed are necessary for the operations and maintenance of the facility. Especially in the chemical hallway, access to washing water ensures that any spills can be quickly addressed. The hose bib in the hallway should have been included in the bid plan. The costs for this would have also been included in the original bid price. This addition is necessary for a well-functioning facility. o The sodium permanganate chemical system is used to oxidize manganese in the water. The material comes pre-mixed but requires mixing to keep the chemicals in solution. By diluting the mixture, it is easier to keep in solution. Carrier water (water that is pumped with August 7, 2024 Ryan Burfeind Page 2 of 2 Reference: Low Zone WTP - Change Order No. 2 Discussion the chemical) is also a key part of not clogging chemical feed lines. A water service in the permanganate room for both dilution and carrier water is needed for the facility operations. A water service to the permanganate room should have been included in the bid plan. The costs for this would have also been included in the original bid price. This addition is necessary for a well-functioning facility. As noted above, the revisions included in Change Order No. 2 reflect components that typically are included in the facility design. Although the bid documents didn’t originally have these items, they are necessary and add value to the project, specifically in the operation of the facility. Change orders are a common part of projects as conditions change or necessary additions are identified. Please feel free to reach out with any additional questions. Regards, STANTEC CONSULTING SERVICES INC. Brian Lintgen PE (MN) Project Manager Phone: (320) 529-4397 Mobile: (320) 333-6825 brian.lintgen@stantec.com EJCDC® C-941, Change Order EJCDC® C-941, Change Order, Rev.1. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies and American Society of Civil Engineers. All rights reserved. Page 1 of 1 CHANGE ORDER NO.: 2 Owner: City of Cottage Grove, Minnesota Owner’s Project No.: Engineer: Stantec Consulting Services, Inc. Engineer’s Project No.: 193805365 Contractor: Rice Lake Construction Group Contractor’s Project No.: 23-33 Project: Low Zone Water Treatment Facility Improvements Contract Name: Date Issued: 7/29/2024 Effective Date of Change Order: 7/29/2024 The Contract is modified as follows upon execution of this Change Order: Description: See Attachment A (Summary of Changes) Attachments: See Attachment B (Backup Information) Change in Contract Price Change in Contract Times Original Contract Price: Original Contract Times: Substantial Completion: June 1, 2025 $ 39,078,155.00 Ready for final payment: September 30, 2025 [Increase] [Decrease] from previously approved Change Order: [Increase] [Decrease] from previously approved Change Order: Substantial Completion: June 1, 2025 $ 450,285.33 Ready for final payment: September 30, 2025 Contract Price prior to this Change Order: Contract Times prior to this Change Order: Substantial Completion: June 1, 2025 $ 39,528,440.33 Ready for final payment: September 30, 2025 [Increase] [Decrease] this Change Order: [Increase] [Decrease] this Change Order: Substantial Completion: June 1, 2025 $ 67,368.00 Ready for final payment: September 30, 2025 Contract Price incorporating this Change Order: Contract Times with all approved Change Orders: Substantial Completion: June 1, 2025 $ 39,595,808.33 Ready for final payment: September 30, 2025 Recommended by Engineer (if required) Accepted by Contractor By: Title: Date: Authorized by Owner Approved by Funding Agency (if applicable) By: Title: Date: ATTACHMENT A Change Order Summary Cottage Grove Low Zone Water Treatment PlantChange Order No. 2 - Attachment ANo. Change Reason Add Deduct Price Determined2.7Chem Room Doors: Revised D105A, D106A, and D107A from single to double doors. Allows chemcial storage tanks to be removed from building without destructive means. Simplifies future maintenaince/expansion of chemical storage. $ 42,331.00 $ 42,331.00 FO 05 Flanged coupling adapters at flow meters. Facilitates removal of the meter in the future for maintenance. $ 18,942.00 $ 18,942.00 Chemical hallway and sodium permanganate room plumbing revisions. Add a hose bid in the chemical hallway. Add a service for dilution water and carrier water for sodium permanganate. $ 6,095.00 $ 6,095.00 Totals: $ 67,368.00 $ - Net Total: $ 67,368.00 ATTACHMENT B Change Order Proposals Change Order Proposal #: FO 05 – FCA and Pipe Supports June 21st, 2024 Brian Lintgen, PE Stantec 3717 23rd Street South St. Cloud MN 56301-5094 Re: Cottage Grove Low Zone Water Treatment Facility Improvements Brian: We propose to furnish labor, material, and equipment to complete FO 05 – FCA and Pipe Supports All for the sum of: $18,942.00 Clarifications: Reference the attached itemized proposal and feel free to reach out with any comments. Sincerely, RICE LAKE CONSTRUCTION GROUP Chad Napstad Project Manager Enc Cc: 2333 Cottage Grove LZWTP Superintendent: Jack Boelter 23-33Cottage Grove Low Zone Water Treatment Plant22360 County Road 12, PO Box 5176/21/2024Deerwood, MN 56444FO 05HOURS $ RATE TOTAL RATE TOTAL-$ $0.00-$ $0.00-$ -$ $0.00-$ $0.00-$ $0.00-$ -$ -$ Rice Lake-$ $0.00-$ $0.00-$ -$ -$ 0.00110.00$ $0.00-$ $0.00-$ -$ -$ - Materials1.00LS0.00-$ $0.0014,326.00$ $14,326.00-$ -$ 14,326.00$ - Freight1.00LS0.00-$ $0.00800.00$ $800.00-$ -$ 800.00$ 0.00-$ $0.00-$ $0.00-$ -$ -$ 0.00-$ $0.00-$ $0.00-$ -$ -$ 0.00-$ $0.00-$ $0.00-$ -$ -$ 0.00-$ $0.00-$ $0.00-$ -$ -$ 0.00-$ $0.00-$ $0.00-$ -$ -$ 0.00-$ $0.00-$ $0.00-$ -$ -$ 0.00-$ $0.00-$ $0.00-$ -$ -$ 0.00-$ $0.00-$ $0.00-$ -$ -$ 0.00-$ $0.00-$ $0.00-$ -$ -$ 0.00-$ $0.00-$ $0.00-$ -$ -$ 0.00-$ $0.00-$ $0.00-$ -$ -$ 0.00-$ $0.00-$ $0.00-$ -$ -$ 0.00-$ $0.00-$ $0.00-$ -$ -$ 0.00-$ $0.00-$ $0.00-$ -$ -$ 0.00-$ $0.00-$ $0.00-$ -$ -$ Misc. Small Tools and Mat'l 5% of Labor1.00ea5.00%-$ Sales Tax1.00ea8.375%1,266.80$ Totals0.00-$ 15,126.00$ -$ -$ 16,392.80$ Rice Lake Mark-up on Subs (5%)-$ Rice Lake Mark-up on Labor, Material, and Equipment (15%)2,268.90$ Bond and Insurance Cost (1.5%)279.93$ Total Change Order Proposal Request18,942.00$ Days Requested[xx]MATERIAL SUBCONTRACTOR TOTAL EQUIPMENT TOTAL LINE TOTALDESCRIPTION QTY UNITLABORRLCG PROJECT #:PROJECT NAME:DATE:COP:CHANGE ORDER PROPOSAL2 STANTEC – 6/19/2024 FIELD ORDER 05 193805365 – COTTAGE GROVE LOW ZONE WTP PAGE C-942- 1 SECTION C-942 – FIELD ORDER FIELD ORDER NO.: 05 Owner: Cottage Grove, Minnesota Owner’s Project No.: Engineer: Stantec Engineer’s Project No.: 193805365 Contractor: Rice Lake Construction Group Contractor’s Project No.: 2333 Project: Low Zone Water Treatment Plant Contract Name: Date Issued: 6/19/2024 Effective Date of Field Order: 6/19/2024 Contractor is hereby directed to promptly perform the Work described in this Field Order, issued in accordance with Paragraph 11.04 of the General Conditions, for minor changes in the Work without changes in Contract Price or Contract Times. If Contractor considers that a change in Contract Price or Contract Times is required, submit a Change Proposal before proceeding with this Work. Reference: Specification Section(s): 40 05 10 (Process Pipe and Fittings) Drawing(s) / Details (s): Process Sheets Description: Add flanged coupling adapters (EBAA Mega Flange as previously reviewed) to all mag meter locations to facilitate removal of the meters for maintenance. Summary below outlines areas where FCAs are needed and areas where they are not required. QTY Area Dia Description 1 From Well 10 20 Flow Meter (FE-0120) – ADD Mega-Flange @ 90 bend after FM 1 From Well 13 20 Flow Meter (FE-0130)- ADD Mega-Flange @ 90 bend after FM 1 Common Well 10/13 24 Flow Meter (FE-0140) – ADD Mega-Flange @ 24” x 6” Tee 4 FWE from Pre-Trtmnt-See D402 10 Flow Meter (FE-0202,-0302,-0402,-0502) – ADD Mega-Flange upstream of FM @ Tonka tee 1 BW Pump Out 16 Flow Meter (FE-1270) – ADD Mega-Flange against base 90 bend downstream of FM 1 Raw Water Byp to Clrwl-See N710 24 Flow Meter (FE-1001) – ADD Mega-Flange @ 90 Bend downstream of FM 4 GAC Effluent 10 Flow Meter (FE-0601,-0701,-0801,-0901) – ADD Mega-Flange @ BFV downstream of FM 4 BW Supply to Pre-Trtmnt-See D304 10 Flow Meter (FE-0208,-0308,-0408,-0508) – Mega-Flange N/R 1 HSP-1 to Dist-See D403A 24 Flow Meter (FE-1102) – ADD Mega-Flange 1 HSP-2 to Dist-See D403A 24 Flow Meter (FE-1101) – ADD Mega-Flange @ 90 Bend downstream of FM 1 HSP-3 to BW Tank/Spraywash-See D404 8 Flow Meter (FE-1103) – Mega-Flange N/R 1 See D304 6 Flow Meter (FE-0150) - ADD Mega-Flange @ BFV before FM 1 See D304/N716 4 Flow Meter (FE-1630) - ADD Mega-Flange @ PV STANTEC – 6/19/2024 FIELD ORDER 05 193805365 – COTTAGE GROVE LOW ZONE WTP PAGE C-942- 2 Concrete Supports: Concrete pipe supports noted on the pipe support submittal review should be replaced with Standon type (PS-2) supports in the submittal. Static mixer: No static mixer or additional flanges will be added on the raw water loop in the basemen of the WTP. Attachments: None Issued by Engineer By: Brian Lintgen Title: Project Manager Date: 6/19/2024 Change Order Proposal #: XX – Plumbing Revisions July 29th, 2024 Brian Lintgen, PE Stantec 3717 23rd Street South St. Cloud MN 56301-5094 Re: Cottage Grove Low Zone Water Treatment Facility Improvements Brian: We propose to furnish labor, material, and equipment to complete Change Order XX – Plumbing Revisions All for the sum of: $6,095.00 Reference the attached itemized proposal and feel free to reach out with any comments. Sincerely, RICE LAKE CONSTRUCTION GROUP Chad Napstad Project Manager Enc Cc: 2333 Cottage Grove LZWTP Superintendent: Jack Boelter 23-33Cottage Grove Low Zone Water Treatment Plant22360 County Road 12, PO Box 5177/29/2024Deerwood, MN 56444X - Plumbing RevisionsHOURS $ RATE TOTAL RATE TOTAL-$ $0.00-$ $0.00-$ -$ -$ -$ $0.00-$ $0.00-$ -$ -$ Rice Lake-$ $0.00-$ $0.00-$ -$ -$ - Materials1.00LS-$ $0.002,300.00$ $2,300.00-$ -$ 2,300.00$ - Labor1.00LS22.00120.00$ $2,640.00-$ $0.00-$ -$ 2,640.00$ -$ $0.00-$ $0.00-$ -$ -$ -$ $0.00-$ $0.00-$ -$ -$ -$ $0.00-$ $0.00-$ -$ -$ -$ $0.00-$ $0.00-$ -$ -$ -$ $0.00-$ $0.00-$ -$ -$ -$ $0.00-$ $0.00-$ -$ -$ -$ $0.00-$ $0.00-$ -$ -$ -$ $0.00-$ $0.00-$ -$ -$ -$ $0.00-$ $0.00-$ -$ -$ Misc. Small Tools and Mat'l 5% of Labor1.00ea5.00%132.00$ Sales Tax1.00ea8.325%191.48$ Totals22.00$ 2,640.00$ 2,300.00$ -$ -$ 5,263.48$ Rice Lake Mark-up on Subs (5%)-$ Rice Lake Mark-up on Labor, Material, and Equipment (15%)741.00$ Bond and Insurance Cost (1.5%)90.07$ Total Change Order Proposal Request6,095$ Days Requested[xx]RLCG PROJECT #:PROJECT NAME: DATE:COP:CHANGE ORDER PROPOSALMATERIALSUBCONTRACTOR TOTALEQUIPMENT TOTALLINE TOTALDESCRIPTION QTY UNITLABOR2 23FGHJUPDN TO MOP SINK1 1/4" CW (PV01)1/2" CW (PV01)1 1/2" CW (PV01)1/2" HW (PV09)1/2" HW (PV09)DN TO TMV-11 1/4" HW (PV09)1" CW (PV01)DN TO MOP SINKESEW-013/4" HW (PV09)TO MOP SINKTO WATER HEATER & ET-1TO LAV-1TO WC-1LAV-1WC-1FROM LOWER LEVELDN TO TMV-11 1/2" CW (PV01)ET-11 1/4" CW (PV01)FROM LOWER LEVEL1 1/2" NG (CS09)1" NG (CS09)REFER TO P106 FOR CONTINUATION6" Ø ELBOW UV RESISTANT+6" Ø BIRD SCREEN END AT 12FT. AFF 6" Ø BIRD SCREENEND AT 12 FT. AFF AND MINIMUM 3 FT. FROM DOOR 6"ø PVO9COMBUSTION AIR INTAKE6"ø PVO9FLUE EXHAUSTSLOPE TOWARDS WATER HEATER1 1/4" HW (PV09)TO SK-1MSB-1MSB-13/4" CW (PV01)P-904WH-2RP-1WH-1P-9041/2" CW (PV09)SK-11 1/2" CW (PV01)1" NG (CS09)DN TO FEED WATER HEATERS3/4" HW (PV09)1 1/4" CW (PV01)3/4" CW (PV01)3/4" NG (CS09)3/4" HWR (PV09)3/4" NG (CS09)1" NG (CS09)HB-1HOSE RACKFROM LOWER LEVEL3/4" CW (PV01)123FGHJ123FGHJCONTROL RM /LAB101ENTRY104MECH102RESTROOM103CHLORINATORRM109CHEM HALLWAY108CHLORINE RM110FLUORIDE107SODIUMPERMANGANATE106SODIUMBISULFITE1053/4" CW (PV01)FROM LOWER LEVELHB-1HOSE RACK3/4" CW (PV01)TO CHEMICAL FEED WATER. PROVIDE AIR GAP. SEE PROCESS FOR CONTINUATION2223FGHJUP1 1/4" CW (PV01)UP1 1/2" CW (PV01)1 1/2" CW (PV01)UP1" CW (PV01)3/4" CW (PV01)UP1" CW (PV01)123FGHJ123FGHJPIPE GALLERY002STORAGE0153/4" CW (PV01)UP2SHEET NUMBERPRINT NAME:SIGNATURE:DATE:LIC. NO.SURVEYDRAWNDESIGNEDAPPROVEDPROJ. NO.733 Marquette Avenue, Suite 1000I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OFMinneapolis, MN 55402www.stantec.comCHECKED-Plot Date:THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE DRAWING. ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.File Path:PROFESSIONAL ENGINEERCITY OF COTTAGE GROVE, MINNESOTA COTTAGE GROVE LOW ZONE WATER TREATMENT PLANTMINNESOTA193805365PLUMBING7/12/2024 11:55:37 AMBIM 360://193805365_WTP_Cottage_Grove/193805365p-md.rvtP107POTABLE WATER ENLARGED PLANSYPJAC/SLLJACSHSJORGE A. CARVAJAL61113JUNE 5, 2023SCALE: 1/4" = 1'-0"P1061MAIN LEVEL POTABLE WATER ENLARGED PLANNSCALE: 1/4" = 1'-0"P1052LOWER LEVEL POTABLE WATER ENLARGED PLANNO. REVISION DATECHANGE ORDER NO.110/6/231CW PIPING7/12/242 1" CW (PV01)1 1/2" CW (PV01)1" CW (PV01)1" CW (PV01)1 1/4" CW (PV01)1" CW (PV01)HB-2HB-1HB-1P-553(TYP)HOSE RACKHOSE RACKHOSE RACKHB-1HOSE RACKHB-1HOSE RACK2" CW (PV01)TO WC-11/2" HW (PV09)TO LAV-11 1/4" HW (PV09)1/2" CW (PV01)1/2" HW (PV09)TO ESEW-01TO MOP SINK1 1/4" HW (PV09)1 1/4" HW (PV09)3/4" HW (PV09)1 1/4" HW (PV09)HB-2HOSE RACKHB-1HOSE RACKWH-1WH-2RP-1ET-1WC-1LAV-1MSB-12" CW (PV01)DOWN TO MAIN HEADER FROM PLANT. REFER TO PROCESS DRAWING FOR CONTINUATION 3/4" HWR (PV09)1 1/4" CW (PV01)1/2" CW (PV09)HB-1HOSE RACK3/4" CW (PV01)HB-1HOSE RACK3/4" CW (PV01)TO CHEMICAL FEED WATER. PROVIDE AIR GAP. SEE PROCESS FOR CONTINUATION. 1/2" HW (PV09)TO LAV-11 1/4" HW (PV09)3/4" HW (PV09)1 1/4" HW (PV09)WH-1WH-2RP-1ET-1WC-1LAV-11/2" CW (PV09)3/4" CW (PV01)TO MSB-1MSB-1SK-11 1/4" HW (PV09)3/4" HWR (PV09)3/4" CW (PV01)1 1/4" CW (PV01)TO SK-1TO WH-11 1/4" CW (PV01)TO WH-21 1/4" CW (PV01)SHEET NUMBERPRINT NAME:SIGNATURE:DATE:LIC. NO.SURVEYDRAWNDESIGNEDAPPROVEDPROJ. NO.733 Marquette Avenue, Suite 1000I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OFMinneapolis, MN 55402www.stantec.comCHECKED-Plot Date:THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE DRAWING. ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.File Path:PROFESSIONAL ENGINEERCITY OF COTTAGE GROVE, MINNESOTA COTTAGE GROVE LOW ZONE WATER TREATMENT PLANTMINNESOTA193805365PLUMBING7/12/2024 11:55:37 AMBIM 360://193805365_WTP_Cottage_Grove/193805365p-md.rvtP901POTABLE WATER PIPING ISOMETRICYP/ADJAC/SLLJACSHSJORGE A. CARVAJAL61113JUNE 5, 2023NO SCALE1POTABLE WATER PIPING ISOMETRICNO SCALE2POTABLE WATER PIPING ENLARGED ISOMETRIC2-P-901P-901NO. REVISION DATECHANGE ORDER NO.110/6/23152CW PIPING7/12/242 1 City Council Action Request 7.I. Meeting Date 8/21/2024 Department Public Works Agenda Category Action Item Title Utility and Engineering Building Change Order #2 Staff Recommendation Approve Change Order for the Utility and Engineering Building in the amount of $5,941.43. Budget Implication $5,941.43, Dedicated project contingency funds, funded through Water and Sewer Utility Funds Attachments 1. CGUE_Kraus-Anderson CORs July 2024 Kraus-Anderson Construction 501 South 8th Street Minneapolis, MN 55404 Phone: (612) 332-7281 Web: www.krausanderson.com August 8, 2024 Ryan Burfeind, PE City of Cottage Grove 12800 Ravine Parkway South Cottage Grove, MN 55016 Re: Change Order Requests for July 2024 City of Cottage Grove Utility & Engineering Building 10795 Ideal Avenue South Cottage Grove, Minnesota Dear Mr. Burfeind, We respectfully submit the following change order requests (COR) for approval at the Cottage Grove City Council meeting on August 21, 2024: COR #8 – $5,189.47 o PCO 23 – Overtime labor to expedite structural steel columns, joists and decking COR #9 – $751.96 o PCO 36, PR #12 – Provide a general BAS alarm output to Owner’s Electro Watchman system. The COR’s noted above combine to an added project cost of $5,941.43. The remaining construction contingency (orig. $470,000) less pending COR’s 8-9 is $464,058.57. The owner’s contingency (orig. $214,000) remains at $199,617.04. To have questions answered or schedule a time to meet and discuss the attached COR’s further, please contact Ben Albrecht at 763.401.2465 (ben.albrecht@krausanderson.com). Sincerely, Kraus-Anderson Construction Ben Albrecht Assistant Project Manager Kraus-Anderson Construction cc: Lee Mann, Stantec/Cottage Grove Dan Kjellberg, Kraus-Anderson Construction Rachel Struckman, Kraus-Anderson Construction Change Order Request Project: Cottage Grove, MN 55016 10875 Ideal Ave S Cottage Grove UE Building 2310312-COR # 8.00 Date:8/7/2024 Cottage Grove, MN 55016 To: Owner From: Kraus-Anderson Construction Company Minneapolis, MN 55404 501 South Eighth Street City Of Cottage Grove 12800 Ravine Parkway South AmountItem #Description Vendor PCO # 23 - CSI: Expedited Structural Steel Delivery 1 $5,189.47 Expedited structural steel delivery.Construction Systems, Inc. $5,189.47 Total For Change Order Signed: ____________________________Approved By: Submitted By: Date: __________________ Signed: ____________________________Kraus-Anderson Construction Company Date: __________________ Accepted By: Wold Architects & Engineers Signed: ____________________________Date: __________________ City Of Cottage Grove Cottage Grove, MN CSI: Expedited Structural Steel Delivery Dan Kjellberg 2310312- Cottage Grove UE Building 8.00COR: Date: Description: Project Manager: Project Number: Location: Project: Est TotalsSubcontractorsLaborMaterialSubcontractor NameDescription Phase Code WS 5A - Structural Steel Material05.0000.00.Construction Systems, Inc. 0.00 0.00 5,000.00 5,000.00 Subtotal 5,000.00 0.00 0.00 5,000.00 Umbrella Liability Insurance 42.78 90.9000.00. 42.78 0.00 0.00 Performance/Payment Bond 32.50 92.1000.00. 32.50 0.00 0.00 5,075.28 Subtotal 5,000.00 0.00 75.28 Fee 2.25% 114.19 Total Construction Costs 5,189.47 Change Order Request Project: Cottage Grove, MN 55016 10875 Ideal Ave S Cottage Grove UE Building 2310312-COR # 9.00 Date:8/7/2024 Cottage Grove, MN 55016 To: Owner From: Kraus-Anderson Construction Company Minneapolis, MN 55404 501 South Eighth Street City Of Cottage Grove 12800 Ravine Parkway South AmountItem #Description Vendor PCO # 36 - Wold PR #12: BAS Point for Electro Watchman 1 $751.96 Combined mechanical per Wold PR #12.SCR Central Division $751.96 Total For Change Order Signed: ____________________________Approved By: Submitted By: Date: __________________ Signed: ____________________________Kraus-Anderson Construction Company Date: __________________ Accepted By: Wold Architects & Engineers Signed: ____________________________Date: __________________ City Of Cottage Grove Cottage Grove, MN Wold PR #12: BAS Point for Electro Watchman Dan Kjellberg 2310312- Cottage Grove UE Building 9.00COR: Date: Description: Project Manager: Project Number: Location: Project: Est TotalsSubcontractorsLaborMaterialSubcontractor NameDescription Phase Code WS 23B - Combined Mechanical23.0000.00.SCR Central Division 0.00 0.00 724.50 724.50 Subtotal 724.50 0.00 0.00 724.50 Umbrella Liability Insurance 6.20 90.9000.00. 6.20 0.00 0.00 Performance/Payment Bond 4.71 92.1000.00. 4.71 0.00 0.00 735.41 Subtotal 724.50 0.00 10.91 Fee 2.25% 16.55 Total Construction Costs 751.96 Change Order Request Project: Cottage Grove, MN 55016 1087 Ideal Avenue S Cottage Grove UE Building 2310312-02 COR # 9.00 Date:8/7/2024 Cottage Grove, MN 55016 To: Owner From: Kraus-Anderson Construction Company Minneapolis, MN 55404 501 South Eighth Street City Of Cottage Grove 12800 Ravine Parkway South AmountItem #Description Vendor PCO # 36 - Wold PR #12: BAS Point for Electro Watchman 1 $0.00 No cost change per Wold PR #12.Fobbe Electric, Inc. $0.00 Total For Change Order Signed: ____________________________Approved By: Submitted By: Date: __________________ Signed: ____________________________Kraus-Anderson Construction Company Date: __________________ Accepted By: Wold Architects & Engineers Signed: ____________________________Date: __________________ City Of Cottage Grove 1 Struckman, Rachel From:Fobbe Electric <fe@fobbeelectric.com> Sent:Sunday, August 4, 2024 2:43 PM To:Struckman, Rachel Cc:Albrecht, Ben Subject:RE: Cottage Grove Utility Building - PCO 36_PR 12 BAS Point for Electro Watchman CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. No cost for me on this. Thanks Ryan Fobbe Fobbe Electric Inc 612-618-7220 From: Struckman, Rachel <rachel.struckman@krausanderson.com> Sent: Friday, August 2, 2024 3:23 PM To: Fobbe Electric <fe@fobbeelectric.com> Cc: Albrecht, Ben <ben.albrecht@krausanderson.com> Subject: FW: Cottage Grove Utility Building - PCO 36_PR 12 BAS Point for Electro Watchman Ryan, As of today, we have not seen any pricing from you for PCO 36/PR 12. Will you have any costs for this PCO or can we close this out as a no cost change? Please advise. Thank you, Rachel Struckman | Senior Project Coordinator rachel.struckman@krausanderson.com | direct 612-255-2378 KRAUS-ANDERSON CONSTRUCTION COMPANY 501 South Eighth Street, Minneapolis, MN 55404 office 612-332-7281 | krausanderson.com Together, strengthening the communities we serve From: Struckman, Rachel Sent: Monday, July 15, 2024 9:49 AM To: 'Jesse.Widmer@scr-mn.com' <Jesse.Widmer@scr-mn.com>; 'Fobbe Electric' <fe@fobbeelectric.com> Cc: Kjellberg, Dan <dan.kjellberg@krausanderson.com>; Albrecht, Ben <ben.albrecht@krausanderson.com>; Jacob Wollensak <jwollensak@woldae.com>; 'Kayla Simpson' <ksimpson@woldae.com>; 'Lee.Mann@stantec.com' <Lee.Mann@stantec.com>; 'rburfeind@cottagegrovemn.gov' <rburfeind@cottagegrovemn.gov>; Schauer, Dan <dan.schauer@krausanderson.com> Subject: Cottage Grove Utility Building - PCO 36_PR 12 BAS Point for Electro Watchman Attachments: Wold PR #12 dated 7/9/24 We have reviewed the PCO and acknowledge that it is a “no change” item and does not affect our completion date. Signed By: Date: Company Name: 501 South Eighth Street Minneapolis, MN 55404 Request For Proposal Project: 2310312- PCO #: 36 Cottage Grove UE Building 10875 Ideal Ave S Cottage Grove, MN 55016 Date: 07/15/2024 To: Dan Schauer, Kraus-Anderson Construction Company Ben Albrecht, Kraus-Anderson Construction Company Ryan Burfeind, City Of Cottage Grove Lee Mann, Stantec Jacob Wollensak, Wold Architects & Engineers Kayla Simpson, Wold Architects & Engineers Jesse Widmer, SCR Central Division Ryan Fobbe, Fobbe Electric, Inc. Please provide a cost breakdown in accordance with the Contract Documents and a Summary for the Change described herein and on the attachments (if any) listed. All responses are required within seven (7) days. This is not an authorization to proceed with the work described herein unless and until approved by the Owner. On approval, this change will be included in a Change Order, which will provide the formal Contract Cha nge. DESCRIPTION OF PROPOSAL: Please provide a cost estimate per the attached Wold Architects and Engineers PR #12 dated July 9, 2024 regarding BAS point for electro watchman. PROPOSAL REQUEST Distribution: ☐ Ryan Burfeind, CG ☐ Adam Moshier, CG ☐ Dustin Phillips, KA ☒ Ben Albrecht, KA ☒ Jake Wollensak, Wold ☒ Kayla Simpson, Wold ☒ Pat Jansen, Wold ☒ Ryan Rossborough, Wold ☒ Sean McNamara, Wold ☐ Doug Galloway, Wold ☐ Derek Peterson, Wold ☐ Kal Jackman, BKBM ☐ James Dorr, BKBM ☐ Kyle Kucharski, BKBM ☒ Lee Mann, Stantec ☐ Dave Sanocki, Stantec ☐ Eric Vidden, Stantec City of Cottage Grove Utility & Engineering Building Kraus-Anderson Attn: Dan Kjellberg/Rachel Struckman 501 South Eighth Street Minneapolis, MN 55404 612.332.7281 dan.kjellberg@krausanderson.com / rachel.struckman@krausanderson.com Submit an itemized (labor and material) quotation for the proposed modifications to the contract documents as described herein within 21 days of receipt. If a cost is not submitted within 21 days, this Proposal Request can be accepted at no additional cost. Written approval is required prior to proceeding with this change. COST EXPECTATIONS: ☐ DEDUCT ☐ NO COST ☒ ADD PR: 12 Comm: 232010 Const. Pkg: [Status] Item Description 12 BAS Point for Electro Watchman 12.1 Provide a BAS general alarm point to the City’s Electro Watchman system. Attachments: Specification Section 23 09 93. Issued By: Pat Jansen Date: 07/09/2024 No. 232010 23 09 93-1 BAS Sequence of Operations Reissued Addendum No. 1 Reissued Proposal Request No. 12 SECTION 23 09 93 BAS SEQUENCE OF OPERATIONS PART 1: GENERAL 1.01 SUMMARY A. This Section includes control sequences for HVAC systems, subsystems, and equipment. 1.02 DEFINITIONS A. DDC: Direct digital control. B. VAV: Variable air volume. 1.03 CONTROL SEQUENCES A. Refer to the attached control sequences and points schedule for required Building Automation Systems work. PART 2: PRODUCTS (Not Applicable) PART 3: EXECUTION 3.01 GENERAL REQUIREMENTS A. System Programming: Provide the most current version of the system software that is available prior to the date of substantial completion. 1. It is the intent that the system be as easy as possible for the building operator to navigate. Modify the system programming and graphics as to include descriptors of the actual equipment names in addition to point mapping acronyms. In addition provide the following fr ont-end graphic interface features: a. Graphic representation of each piece of equipment. b. Configuration of major systems including but not limited to central plants. c. Control points displayed on each page. Coordinate with the Owner’s representative as to level of detail to include on each page. d. Major equipment including air handling equipment graphics shall include a secondary text page with detailed system points and parameters. Coordinate with the Owner’s representative as to level of detail to include on each page. e. Navigation tools and page links. Provide additional navigation features at the request of the Owner. f. Building floor plan graphics showing air handling unit zone boundaries. g. Building floor plan graphics showing each temperature control zone with space temperatures represented. h. Building floor plan graphics to show exhaust fan locations. i. A graphic page to show utility use summary information. No. 232010 23 09 93-2 BAS Sequence of Operations Reissued Addendum No. 1 Reissued Proposal Request No. 12 j. Graphic page to show a summary of equipment time of day schedules. k. Graphic page to show a summary of dirty filter alarms. 2. For all existing equipment, compare the currently installed control program to the control sequences published here in and submit a report to the engineer of discrepancies in the control intent. At the direction of the engineer, modify the existing control sequences as required. 3. Complete the time of day program scheduling for all equipment at the direction of the Owner’s representative. Modify the equipment schedules as necessary to associate equipment in control groups to minimize the number of schedules in the system. Provide a global holiday schedule for all equipment in the building. 4. Coordinate with the Owner’s representative for the initial temperature setpoints for each space. B. Building Automation System Alarms: Alarms generated by the building systems shall be categorized as either critical or non-critical and be handled with the attributes as listed in items 1 and 2 below. Any alarms identified in specific control sequences that are in addition to those listed b elow shall be handled as non-critical alarms. 1. Critical Alarms: a. Only generated when the alarmed system is enabled. b. Send an email notification to the Owner’s personnel as designated 24 hours a day, 7 days a week. c. Log all critical alarms to server log. d. Generate pop up alarm box at the local display for building personnel as defined by user log -in. 2. Non-Critical Alarms: a. Only generated when the alarmed system is enabled. b. Log all non-critical alarms on server log. c. Generate pop-up alarm box at the local display for building personnel as defined by user log -in. 3. Boiler Plants: a. Critical: 1) Supply water temp 20 degrees +/- for a time period greater than 20 minutes (adjustable) 2) Differential pressure +/- 30% of set point for a time period greater than 15 minutes (adjustable) b. Non-Critical: 1) Each boiler general fault alarm. 2) Each hot water circulating pump VFD status. 4. All Space Temperature Sensors: a. Critical: 1) Space temperature less than 45 degrees F. for a time period greater than 15 minutes. No. 232010 23 09 93-3 BAS Sequence of Operations Reissued Addendum No. 1 Reissued Proposal Request No. 12 5. AHU/RTU – Constant Volume: Space temperature variation setpoint color -coded on floor plan graphic. All space temperatures are critical alarmed if less than 45 degrees F. for a time period greater than 15 minutes. a. Non-Critical: 1) Freeze-stat 2) Duct smoke detector 3) Static safety switches 4) Filter differential pressure 5) High discharge air temperature exceeds 110 degrees F. for a time period greater than 15 minutes 6) Low discharge air temperature less than 38 degrees F. for a time period greater than 15 minutes 7) Supply fan status 6. AHU/RTU – Variable Air Volume: Space temperature variation setpoint color-coded on floor plan graphic. All space temperatures are critical alarmed if less than 45 degrees F. for a time period greater than 15 minutes. a. Non-Critical: 1) Freeze-stat 2) Duct smoke detector 3) Static safety switches 4) Filter differential pressure 5) High discharge air temperature exceeds 110 degrees F. for a time period greater than 15 minutes 6) Low discharge air temperature less than 38 degrees F. for a time period greater than 15 minutes 7) Supply fan status 7. Variable Air Volume Box Zones: Space temperature variation setpoint color-coded on floor plan graphic. All space temperatures are critical alarmed if less than 45 degrees F. for a time period greater than 15 minutes 8. Data room – space temperature greater than 78 degrees F for a time period greater than 15 minutes. 9. Unit Heaters and Cabinet Unit Heaters: a. Critical: 1) Space temperature is less than 45 degrees F for a time period greater than 15 minutes b. Non-Critical: 1) Fan status 10. Domestic Water Pump: a. Non-Critical: 1) Pump status No. 232010 23 09 93-4 BAS Sequence of Operations Reissued Addendum No. 1 Reissued Proposal Request No. 12 3.02 CONTROL SEQUENCE AND POINTS SCHEDULE FOR: Variable Air Volume A. General 1. Air Handling Systems: All equipment indicated shall be controlled by the same software defined occupied/unoccupied schedule through the Building Automation System. a. Area Served: Admin Area Air Handling Unit AHU-1 Condensing Unit CU-1 Return/Exhaust Fan VAV Boxes Air Flow Stations Relief Hood RH-1 2. Provide all control dampers as referenced here-in unless specifically shown to be provided by the air handling unit manufacturer including but not limited to the outside air, relief air, and return air . Installation specified under another DIV 23 section. Provide electric damper actuators for all dampers including those provided with the unit. 3. Provide all variable speed drives associated with these systems unless specifically stated to be provided by another Division 23 Section. Refer to specification sections and the drawings for required variable speed drives. Coordinate installation requirements with the DIV 26 contractor. 4. Provide the hot water valves and electric actuators. Refer to equipment schedules for 2 or 3 way valves. In- stallation specified under another DIV 23 section. 5. Provide and wire all sensors for input signals necessary to accomplish the control functions as described here in and where shown on the drawings. Field installed sensors located outside the AHU include at a minimum duct static pressure, building differential pressure, outside air temperature, outside air enthalpy, space humidity, space dew point, and CO2 return air stream. 6. Smoke detectors are furnished by the Electrical Contractor and installed by another Division 23 contractor. 7. Provide and wire static pressure safety switches. 8. Provide and wire all electrical interlocks to other equipment associated with this system, as indicated or other- wise necessary for proper system operation. 9. Provide all airflow measuring stations and electronic transducers unless specifically stated to be provided by other Division 23 sections. Refer to air handling unit specification sections and the drawings for scope of airflow station work. Install and wire complete all airflow measuring stations and electronic transducers. 10. Provide a momentary pushbutton switch with metal louver plate, LED pilot indicator light, and junction box for local override of unoccupied mode. Activation of the pushbutton shall allow the unit to run for a software - defined period of time. Coordinate ex act location with the Owner representative. 11. Provide high level cooling coil condensate pan sensor. Sensor shall meet uL508. B. Control Sequence 1. AHU Morning Warm-Up Mode a. AHU Morning Warm-Up Mode shall not be allowed to operate unless the “heating available” signal has been broadcast over the network by the central heating plant control module. No. 232010 23 09 93-5 BAS Sequence of Operations Reissued Addendum No. 1 Reissued Proposal Request No. 12 b. The zone control modules (i.e. VAV boxes) shall broadcast a signal to initiate the respective AHU Morning Warm-Up Mode. See “Morning Warm-Up Mode” control sequences for temperature zone control devices. Provide a reference on the BAS graphics page to denote when the unit is in AHU Morning Warm -Up Mode. c. If the AHU is started before occupancy time, the unit’s outside air and relief air dampers shall be fully closed, and the unit’s return air damper shall be fully opened. d. The AHU fans shall operate as described in “Fan Capacity Control” and “Building Pressure Control” under the Variable Air Volume Air Handling Units control sequence. e. The AHU chilled water control valves shall be closed and condensing unit operation shall be locked out. f. The heating coil valve shall be modulated open to maintain the AHU Warm -Up Mode discharge air temper- ature setpoint initially set to 95°F (adjustable). g. When the number of "cooling requests" from various zone control modules exceeds an operator-specified number, the AHU discharge air temperature setpoint shall be decreased to prevent overheating. The AHU Warm-Up Mode discharge air temperature shall be reset between a minimum and maximum operator ad- justable setpoint. The maximum temperature shall be initially set for 95°F. The minimum temperature shall be initially set for 60°F. h. Morning Warm-Up Mode at the AHU and zone control modules shall be terminated at the scheduled occu- pancy period or when all temperature control zones have reached the occupied heating setpoint. 2. AHU Morning Cool-Down/Dehumidification Mode a. AHU Morning Cool-Down Mode shall not be allowed to operate unless the “cooling available” signal has been broadcast over the network by the central cooling plant control module. b. The zone control modules (i.e. VAV boxes) shall broadcast a signal to initiate the respective AHU Morning Cool-Down Mode. See “Cool-Down Mode” control sequence for temperature zone control equipment. Provide a reference on the BAS graphics page to denote when the unit is in AHU Morning Cool -Down Mode. c. If the AHU is started before occupancy time, the unit’s outside air and relief air dampers shall be fully closed, and the unit’s return air damper shall be fully opened. d. The AHU fans shall operate as described in “Fan Capacity Control” and “Building Pressure Control” under the Variable Air Volume Air Handling Units control sequence. e. The AHU hot water control valve shall initially be closed. f. The AHU condensing unit shall stage/cycle on (Verify number of stages with unit manufacturer) as required to maintain the AHU cooling coil discharge air temperature setpoint initially set to 53°F (adjustable). g. When the number of "heating requests" from various zone control modules exceeds an operator-specified number, the AHU discharge air temperature setpoint shall be increased to prevent overcooling. The AHU discharge air temperature setpoint shall be reset between a minimum and maximum operator adjustable setpoint. The maximum temperature shall be initially set for 68°F. The minimum temperature shall be ini- tially set for 53°F. h. Morning Cool-Down Mode at the AHU and temperature control zones shall be terminated at the scheduled occupancy period or when all spaces served by the air handling unit have reached the occupied cooling setpoint). i. Active dehumidification control for variable systems with VAV shall not occur during AHU Morning Cool- Down Mode. Refer to dehumidification control sequences under Occupied Mode. No. 232010 23 09 93-6 BAS Sequence of Operations Reissued Addendum No. 1 Reissued Proposal Request No. 12 3. Occupied Mode a. The system shall be indexed to occupied mode be a time clock schedule or momentary push button through the BAS. b. Provide a “soft start” ramp function to bring the fans to speed slowly. All fans associated with this system shall run continuously. c. Supply Fan Capacity Control 1) Provide a duct static pressure sensor and PID control loop to modulate the supply fan speed control to maintain the duct static pressure setpoint (adjustable). The balancing contractor shall determine the duct static pressure setpoint based on field measurements. 2) If none of the terminal VAV boxes associated with this unit are in the maximum open position, the static pressure setpoint shall be decreased to save fan energy. 3) Locate static pressure sensor approximately 2/3 distance downstream of the supply fan along the longest duct run. Coordinate location with ductwork installation contractor and test and balance contractor. d. Building Pressure Control 1) Modulate the return/exhaust fan speed to maintain a positive pressure in the return/exhaust fan plenum downstream of the return/exhaust fan. The plenum pressure shall be reference directly to outside the building and be initially set for 0.1 in w.c. (adjustable). The final setting shall be determined by the balancing contractor such that the system is capable of relieving a volume of air equal to the supply fan CFM minus the exhaust CFM from the area served (include only exhaust fans scheduled on/off through the BAS). 2) The building differential static pressure sensor shall modulate the relief air damper t o maintain a positive building differential static pressure of 0.025 in w.c. The relief air damper shall not be modulated less than 20% open (adjustable) when the system is in occupied mode. 3) The building differential static pressure shall be determined through a signal dampening technique to provide a stable value for control. Provide a time average with a sliding 5 minute period and 15 second sampling rate or contractor suggested alternative. The average value shall be displayed on the front-end graphics and used as the point of control. 4) The outside air damper shall not be modulated below its minimum setting. If the outside air damper is at its minimum setting and the building static pressure drops below its setting, decrease the return fan speed. e. Minimum Outside Air Damper Control 1) The outside air damper shall open to its minimum position. Where an outside airflow station is indicated to be provided, the outside air damper shall modulate to maintain the minimum outside airflow setpoint. 2) A carbon dioxide sensor in the combined return air stream shall reset the minimum outside airflow setpoint between a minimum and maximum setting to maintain an operator defined maximum CO2 concentration of 1,200 ppm (adjustable). Refer to the drawings for additional information. 3) The return damper position shall be adjusted if necessary such that the minimum outside airflow rate is achieved over the full range of system operation. No. 232010 23 09 93-7 BAS Sequence of Operations Reissued Addendum No. 1 Reissued Proposal Request No. 12 4) The minimum outside airflow setpoint shall never be reset below the current exhaust airflow. The current exhaust airflow shall be determined by totalizing the design CFM of all exhaust fans with a status of “on” within the area served by the air -handling unit. The intent is to prevent the system from creating a negative building differential static pressure. f. Mixed-Air/Discharge Air Temperature Reset 1) The mixed air/discharge air temperature setpoint shall be reset based on requests for cooling or heating from the zone control modules (i.e. VAV boxes). When requests for cooling or heating exceed the operator-defined number, the discharge air setpoint shall be reset. Refer to the cooling and heating sequences. The intent of the mixed air/discharge air reset strategy is to maintain the highest temperature setpoint to maximize ventilation to the spaces without overheating more than the operator defined number of spaces. 2) The mixed air/discharge air shall be reset between a minimum and maximum temperature operator adjustable setpoint. The maximum temperature shall be initially set for 65.0 degrees. The minimum temperature shall be initially set for 55.0 degrees (the de -humidification mode shall override the minimum temperature). Upon initial system start-up the system shall start at the same discharge air temperature that ended the last occupied period. g. Economizer Outside Air Damper Control 1) The outside air damper and return air damper shall modulate to maintain the mixed air setpoint. The mixed air temperature setpoint shall be reset based on the number of cooling requests from operator adjustable zone control modules (i.e. VAV boxes). The mixed air set point shall reset between minimum and maximum limits initially set for 55°F and 65°F. 2) The economizer outside air damper shall be closed to minimum position when the outside air enthalpy is greater than the return air enthalpy, the outside air temperature is greater than 80.0 degrees, or the outside air enthalpy is greater than 26.0 BTU/lb. 3) The carbon dioxide reset shall be locked out when the system is in economizer operation. h. Condensing Unit Control 1) The system shall be indexed to the mechanical cooling mode when the number of cooling requests exceeds the operator specified number and either the outside air dampers are fully open or the outside air enthalpy is greater than the return air enthalpy. The condensing unit operation shall be locked out unless the AHU status indicates the fan is running. 2) The hot water control valve shall be closed. 3) A temperature sensor in the supply air stream shall cycle each stage of the condensing unit on as required to maintain the supply air temperature setpoint. (Verify number of stages with unit manufacturer). 4) Provide a minimum time delay between indexing on each subsequent cooling stage and minimum run timers for each stage. Coordinate with the condensing unit manufacturer for equipment interface requirements and initial time delay and run time settings. Confirm initial timed settings by field observation of the refrigeration system sight glass such that system oil is observed to circulate during all operating conditions. 5) When the number of "cooling requests" exceeds the operator -specified number, the discharge air temperature shall be decreased to prevent over heating. 6) Wire a solenoid valve for each circuit of cooling to open when the circuit stage is cycled on. Provide anti-cycle timer for each stage to prevent short cycling. No. 232010 23 09 93-8 BAS Sequence of Operations Reissued Addendum No. 1 Reissued Proposal Request No. 12 7) When the outside air temperature drops below an operator setpoint initially set for 62°F, disable the mechanical cooling mode and return system to economizer operation. i. Hot Water Control Valve Control 1) The system shall be indexed to the heating mode when hot water is available and the discharge air temperature falls below its setpoint. 2) The cooling shall be locked out and the outside air damper shall close to its minimum position. 3) The heating coil valve shall be modulated open to maintain the discharge air temperature setpoint. For air-handling units with multiple coils stacked heating coils, the control valves shall modulate in unison. 4) When the number of "cooling requests" from various zones exceeds an operator -specified number, the discharge air temperature shall be decreased to prevent overheating. j. Dehumidification Control 1) For variable air volume systems, provide a software switch allowing the BAS operator to enable/disable dehumidification control. The switch shall provide an option for a global command for all air handling systems. 2) For variable air volume systems, the system shall send a request to enable the boiler plant w hen the return air humidity exceeds 55% (adjustable) for a time period greater than 30 minutes (adjustable) and cooling is available. When hot water is available, the system shall initiate de -humidification control. 3) Provide a serpentine-type sensor for measuring the average cooling coil discharge air temperature. The discharge air reset control shall be overridden and the cooling coil discharge air temperature shall be set to an operator-defined setpoint initially set for 53°F (adj). For systems with multiple chilled water valves, the lead control valve shall fully open before each subsequent control valve begins to modulate. The lower cooling coil shall be designated as the lead control valve. 4) For systems where all variable air volume boxes have reheat coils, refer to the VAV Boxes with Terminal Reheat Control Sequence for the reheat coil valve control. For systems with VAV Boxes without reheat coils, the air handling unit heating coil valve shall modulate to maintain the discharge air temperature set point. 5) When the return air humidity drops to 50% (adjustable) for a time period greater than 30 minutes (adjustable), dehumidification control shall be terminated. 4. Unoccupied Mode a. Cooling 1) The system fans and return/exhaust fans shall be off. 2) The outside air and relief air dampers shall be in the closed position. 3) Cooling shall be disabled and the heating valve shall be closed. b. Heating 1) The unoccupied heating setpoint temperature shall be operator -defined initially set for 58°F (adj) with a 6°F deadband (adj.). The intent is to provide a large deadband to reduce rapid cycling of the air-handling unit. No. 232010 23 09 93-9 BAS Sequence of Operations Reissued Addendum No. 1 Reissued Proposal Request No. 12 2) It is the intent that the perimeter finned tube radiation maintain the building unoccupied temperature setpoint. If the perimeter finned tube radiation valve is fully open and the space is below its unoccupied setpoint temperature then the VAV box serving that zone shall send a heating request. 3) When the number of "heating requests" from the VAV zones served by the air handling unit exceeds a user-defined number (initially set to 50% of the total quantity of VAV zones), the supply fan shall start with outside air and relief air dampers fully close d, return air dampers open. The AHU hot water heating coil valve shall remain closed and the VAV reheat coil valves shall modulate to maintain the unoccupied temperature setpoint. 4) When the "heating requests" are satisfied, the system shall be shutdown. 5) For systems with the heating coil installed within the unit, p rovide a low-limit control override to modulate the hot water control valve open to maintain a minimum mixed air temperature of 45.0 degrees. c. Dehumidification Control 1) The intent of dehumidification control during unoccupied mode is to reduce the risk of microbial growth within the building and interstitial spaces. 2) Provide a software switch allowing the BAS operator to enable/disable dehumidification control during unoccupied mode. This software switch shall not affect occupied mode dehumidification control. 3) Dewpoint temperatures shall be calculated with the dry bulb temperature, relative humidity, and/or enthalpy sensors. 4) When the space dewpoint temperature and outdoor air dewpoint temperature both exceed 60°F (adj) for a time period greater than 30 minutes (adj), the BAS shall send a request to enable the cooling and heating plants. When the cooling and heating plants are available, the BAS shall initiate dehumidification control. 5) The supply fan and return fan shall start with outside air and relief air dampers fully closed and return air dampers fully open. 6) The cooling coil discharge air temperature shall be set to an operator-defined setpoint initially set for 53°F (adj). For systems with multiple chilled water valves, the lead control valve shall fully open before each subsequent control valve begins to modulate. The lower cooling coil shall be designated as the lead control valve. 7) For systems where all variable air volume boxes have reheat coils, refer to the VAV Boxes with Terminal Reheat Control Sequence for the reheat coil valve control. For systems with VAV Boxes without reheat coils, the air handling unit heating coil valve shall modulate to maintain the discharge air temperature set point. 8) When the space dewpoint temperature drops below 60°F (adj) for a time period greater than 30 minutes (adj), unoccupied mode dehumidification control shall be terminated. C. Safeties 1. Smoke - Transmit alarm to BAS when smoke is detected in duct system. The alarm shall automatically reset when the smoke detection alarm is cleared. 2. Static Pressure Switch - Provide static pressure sensing safety switches (manual reset) located in the mixed air chamber, supply duct, and return duct. Shutdown system fans and transmit an alarm to the BAS when the static pressure is outside of the setpoint range of the pressure switch. No. 232010 23 09 93-10 BAS Sequence of Operations Reissued Addendum No. 1 Reissued Proposal Request No. 12 3. High Discharge Air Temperature - De-energize fan and transmit alarm to BAS when the discharge air temperature exceeds 90.0 degrees while in occupied mode. 4. Low Discharge Air Temperature - De-energize fan and transmit alarm to BAS when the discharge air temperature drops below 50.0 degrees. 5. Condensate High Level – De-energize the unit fans when the condensate pan high water level detection sensor detects water. D. Alarms 1. Generate an alarm when one of the following devices trips: a. Freezestat b. Duct Smoke Detectors c. Mixed Air Static Safety Switch d. Supply Air Static Safety Switch e. Return Air Static Safety Switch f. Relief Air Static Safety Switch 2. Generate an alarm for each fan associated with this system when the system is enabled but the status of any of the fans is off. 3. Generate an alarm if the filter differential pressure is above setpoint. Display the filter alarms on a global filter summary page for the building. 4. Generate a high temperature and low temperature alarm as noted in “Safeties”. 5. Generate an alarm when the discharge air static pressure is 0.5” wc above or below the setpoint for more than a 5 minute duration (all variables operator adjustable). 6. Generate an alarm when condensate is at risk of overflowing the condensate pan. E. Points Schedule Provide at a minimum the following control points for each system and as required to accomplish the indicated control sequences. (DO) Supply Fan Start/Stop (AO) Return Air Damper Control (DI) Supply Fan Status (Current Sensor) (AO) Relief Air Damper Control (AO) Supply VFD Modulation (each) (AO) Outside Air Damper Control (DO) Return/Exhaust Fan Start/Stop (AI) Return Air CO2 Level (DI) Return/Exhaust Fan Status (Current Sensor) (AI) Return/Exhaust Fan Plenum Static Pressure (AO) Return/Exhaust VFD Modulation (each) (AI) Outside Air Flow (AI) Supply Duct Static Pressure (DO) DX Control (each stage) (AI) Building Differential Static Pressure (AO) Hot Water Valve Control (each valve) (AI) Discharge Air Temperature (AI) Filter Differential Pressure (AI) Return Air Temperature (DI) Smoke Alarm (AI) Mixed Air Temperature (DI) Static Pressure Safety Switches (each switch) (AI) Outside Air Temperature (AI) Supply Airflow (where provided with unit) (AI) Cooling Coil Discharge Air Temperature (AI) Return Airflow (where provided with unit) (AI) Outside Air Enthalpy (AI) Space Humidity (DI) Condensate Overflow Alarm (AI) Space Dewpoint No. 232010 23 09 93-11 BAS Sequence of Operations Reissued Addendum No. 1 Reissued Proposal Request No. 12 3.03 CONTROL SEQUENCE AND POINTS SCHEDULE FOR: VAV Boxes with Terminal Reheat A. General 1. For new VAV boxes, provide the electronic VAV box control module and floating point damper motor to the VAV box manufacturer for mounting at the factory. The VAV box manufacturer will install and wire the elec- tronic VAV box control module and damper motor, and connect air flow sensor to the control module at the factory. 2. Provide a space sensor for each VAV box and wire it to the respective control module. 3. Provide control valves and actuators for the reheat coil (RH) and finned tube radiation (FTR), where applicable; refer to equipment schedule for valve type and control. Installation of control valve is work of another D ivision 23 specification section. 4. Provide a separate heating and cooling setpoint for each VAV box. Each setpoint shall be individually adjustable from the front end computer graphic. 5. Provide leaving air temperature sensor at VAV box outlet. Locate sensor minimum 3’-0” downstream of reheat coil. 6. The BAS contractor shall provide and wire all occupancy sensor(s) as required to accomplish the Standby Mode sequence unless otherwise indicated on the lighting control drawings. 7. The front-end graphics shall indicate which mode the VAV box is in: Occupied Mode, Unoccupied Mode, Morn- ing Warm-Up Mode, Morning Cool-Down Mode, Standby Mode, or Dehumidification Mode. 8. The front-end graphics shall show VAV zones overlaid onto the building floor plan. Each VAV zone shall be labeled on the floor plan with the Owner’s room number. Selecting the Owner’s room number shall bring the user to a detailed VAV summary page, which displays both the Owner’s room number and VAV box number. B. Control Sequence 1. Morning Warm-Up Mode a. Morning Warm-Up Mode shall automatically bring the space temperature up to warm -up temperature set- point (3°F below occupied heating setpoint) based on its scheduled occupancy period. The calculation used in this mode shall predict the shortest time required to achieve the space’s warm -up temperature setpoint. The intent is to reduce central system energy by not starting the HVAC system earlier than required. b. Morning Warm-Up Mode shall not be allowed to operate unless the “heating available” signal has been broadcast over the network by the central heating plant control module. c. For each VAV box, the BAS shall calculate the “Space Warm-Up Time Requirement” based on the space’s warm-up temperature setpoint, current space temperature, current outdoor air temperature, current AHU discharge air temperature setpoint, and the space’s heating capacity factor. The BAS shall have an algo- rithm to self-tune the heating capacity factor for each space. Provide a software switch on the BAS graphics that enables the operator to turn on or off the self-tuning algorithm, such that self-tuning can be stopped after the system has been trained. The BAS shall inhibit input to the self -tuning algorithm during override periods to prevent distortion of the heating capacity factors. d. Each VAV box shall be assigned a Warm-Up Mode Minimum CFM Setpoint, equal to 10% of maximum design CFM (adjustable) and assigned a Warm-Up Mode Maximum CFM Setpoint, equal to 75% of max- imum design CFM (adjustable). No. 232010 23 09 93-12 BAS Sequence of Operations Reissued Addendum No. 1 Reissued Proposal Request No. 12 e. The “Warm-Up Cycle” (see below) shall start simultaneously for each VAV box based on the calculated Space Warm-Up Time Requirement, but no earlier than 2 hours (adjustable) before the start of the sched- uled occupied period and shall end at the scheduled occupancy time. A failure to achieve the space’s warm- up temperature setpoint at the scheduled occupancy time shall be used as an input to the space’s heating capacity factor self-tuning algorithm. f. Warm-Up Cycle: 1) The radiation valve(s) (if applicable) associated with the VAV box shall modulate fully open. 2) The destratification fan(s) (if applicable) associated with the zone shall start. 3) The VAV box reheat coil valve shall modulate fully open. 4) The VAV box airflow damper shall modulate to warm-up mode maximum CFM setpoint. 5) The VAV box control module shall broadcast a “heating request” signal to the respective AHU that initiates “AHU Morning Warm-Up Mode”. See control sequence under Variable Air Volume Air Handling Units. 6) As the space temperature approaches the warm-up temperature setpoint, the VAV airflow damper shall modulate towards the Warm-Up Mode Minimum CFM Setpoint. The radiation control valve(s) (if applicable) and the VAV box reheat coil valve shall modulate to maintain the warm-up temperature setpoint. g. If the VAV box reheat coil valve is closed and the radiation control valve(s) (if applicable) is closed and the airflow damper is at Warm-Up Mode Minimum CFM Setpoint and the space temperature is above the occupied heating setpoint, a "cooling request" sha ll be transmitted over the network to the respective air - handling unit. This message shall reset the AHU discharge air temperature setpoint as described under the “AHU Morning Warm-Up Mode” sequence. 2. Morning Cool-Down/Dehumidification Mode a. Morning Cool-Down/Dehumidification Mode shall automatically bring the space temperature down to cool-down/dehumidification temperature setpoint (2°F above occupied cooling setpoint) based on its scheduled occupancy period. The calculation used in this mode shall predict the shortest time required to achieve the space occupied cooling setpoint. The intent is to reduce central system energy by not starting the HVAC system earlier than required. b. Morning Cool-Down/Dehumidification Mode shall not be allowed to operate unless the “cooling availa- ble” signal has been broadcast over the network by the central cooling plant control module. VAV Box Morning Cool-Down/Dehumidification Mode shall be locked out if the outside air temperature is less than 68°F (adjustable). c. For each VAV box, the BAS shall calculate the “Space Cool-Down/Dehumidification Time Requirement” based on the space’s cool-down/dehumidification temperature setpoint, current space temperature, current outdoor air temperature, current AHU discharge air temperature setpoint, and the space’s cooling capacity factor. The BAS shall have an algorithm to self -tune the cooling capacity factor for each space. Provide a software switch on the BAS graphics that enables the operator to turn on or off the self -tuning algorithm, such that self-tuning can be stopped after the system has been trained. The BAS shall inhibit input to the self-tuning algorithm during override periods to prevent disto rtion of the cooling capacity factors. d. Each VAV box shall be assigned a Cool-Down/Dehumidification Mode Minimum CFM Setpoint, equal to 10% of maximum design CFM (adjustable) and assigned a Cool-Down/Dehumidification Mode Maxi- mum CFM Setpoint, equal to 75% of maximum design CFM (adjustable). If cooling source is a condensing unit, verify the minimum CFM setpoint is adjusted to exceed the manufacturer’s guidelines. No. 232010 23 09 93-13 BAS Sequence of Operations Reissued Addendum No. 1 Reissued Proposal Request No. 12 e. The “Cool-Down/Dehumidification Cycle” (see below) shall start simultaneously for each VAV box based on the calculated Space Cool-Down/Dehumidification Time Requirement, but no earlier than 2 hours (ad- justable) before the start of the scheduled occupied period, and shall end at the scheduled occupancy time. A failure to achieve the space’s cool-down/dehumidification temperature setpoint at the scheduled occu- pancy time shall be used as an input to the space’s cooling capacity factor self -tuning algorithm. f. Cool-Down/Dehumidification Cycle: 1) The radiation valve(s) (if applicable) associated with the VAV box shall be closed. 2) The VAV box airflow damper shall modulate to the cool-down/dehumidification mode maximum CFM setpoint. 3) The VAV box control module shall broadcast a “cooling request” signal to the respective AHU that initiates “AHU Morning Cool-Down/Dehumidification Mode”. See control sequence under Variable Air Volume Air Handling Units. 4) As the space temperature approaches the cool-down/dehumidification temperature setpoint the air- flow damper shall modulate towards the Cool-Down/Dehumidification Mode Minimum CFM Set- point. g. If the VAV box airflow damper is at Cool-Down/Dehumidification Mode Minimum CFM Setpoint and the space temperature is below the occupied cooling setpoint and: 1) The “heating available” signal has been broadcast over the network by the central heating plant con- trol module, then the VAV reheat coil valve shall modulate to maintain space temperature. 2) The “heating available” signal has not been broadcast over the network by the central heating plant control module, then a "heating request" shall be transmitted over the network to the respective air - handling unit. This message shall reset the AHU discharge air temperature setpoint as descri bed under the “AHU Morning Cool-Down/Dehumidification Mode” sequence. 3. Occupied Mode a. Cooling 1) The VAV boxes shall be indexed to occupied mode by the BAS. 2) The maximum/minimum CFM flow rates shall be software adjustable. 3) The space temperature setpoint shall be definable in the software. 4) As the space temperature rises above cooling setpoint, the VAV box damper shall be modulated from minimum towards open position. 5) When the VAV box is in full cooling and the space is still calling for cooling, a "cooling request" shall be transmitted over the network to the respective air-handling unit. This message shall reset the discharge air temperature as described under the air handling unit control sequence. 6) When the space is satisfied and calling for less cooling, the VAV box damper shall modulate towards minimum position. 7) When the VAV box damper is in minimum cooling and the space is still calling for less cooling, a "heating request" shall be transmitted over the network to the respective air-handling unit. This mes- sage shall reset the discharge air temperature as described under the air handling unit control sequence. No. 232010 23 09 93-14 BAS Sequence of Operations Reissued Addendum No. 1 Reissued Proposal Request No. 12 b. Heating 1) Radiation (if applicable) shall be first stage of heat, prior to modulating the reheat valve open. Refer to radiation control sequence. 2) The VAV boxes shall remain in cooling mode unless the "heating available" signal has been broad- cast over the network by the central plant control module. VAV boxes shall then be indexed to the heating mode by the BAS. 3) The reheat coil valve shall be modulated to maintain a discharge air temperature between a minimum temperature initially set for 50.0 Deg F (adjustable) and a maximum temperature initially set for 115 Deg F (adjustable). 4) As the space temperature drops below heating setpoint, the reheat coil valve shall modulate towards open position and the VAV box airflow control shall modulate open. 5) When the VAV box is in full heating and the space is still calling for heating, a "heating request" shall be transmitted over the network to the respective air-handling unit. This message shall reset the discharge air temperature as described under the air handling unit control sequence. 6) When the VAV box is in minimum heating and the space is still calling for cooling, the VAV box damper shall be modulated towards open position. 7) On a further call for cooling, a "cooling request" shall be transmitted over the network to the respec- tive air-handling unit. This message shall reset the discharge air temperature as described under the air handling unit control sequence. c. Minimum damper position reset 1) If the total CFM of all VAV boxes is less than the AHU minimum outside air CFM setpoint, increase the minimum CFM setpoint of all VAV boxes proportionally to equal the AHU minimum outside CFM setpoint. The intent is to prevent the VAV dampers from reducin g the AHU outside air CFM below the minimum setpoint. d. Standby Mode 1) The VAV box shall initiate standby mode when all spaces served by the VAV are unoccupied for a period of more than 15 minutes (adjustable) as determined by the occupancy sensors. Standby mode shall be terminated when any of the spaces served by the VAV becomes occupied as determined by the occupancy sensor. 2) Reset VAV airflow setpoint. VAV damper shall modulate to 10% (adjustable) of maximum design CFM. 3) Reset space temperature setpoint. Offset temperature from normal setpoints as follows (all variables adjustable): i. Cooling +2°F. ii. Heating -2°F. 4. Unoccupied Mode a. Cooling 1) The VAV boxes are indexed to unoccupied mode by the BAS. 2) The VAV box reheat coil valves are closed. No. 232010 23 09 93-15 BAS Sequence of Operations Reissued Addendum No. 1 Reissued Proposal Request No. 12 3) The VAV boxes shall operate as described in "Morning Cool -Down/Dehumidification Mode" (see above). 4) The "cooling requests" from various zones are ignored by the system and no action is taken. b. Heating 1) Where finned tube radiation is installed, it shall be the first stage of heat. The finned element control valve shall modulate open to maintain an unoccupied temperature setpoint initially set for 55.0 Deg F. Refer to the radiation control sequence. 2) When the radiation control valve is in the full open position and the space temperature drops below heating setpoint plus a 3 Deg F differential, then a heating request shall be sent to the associated air handling unit. 3) The coil control valve shall be closed unless the associated air handling system is in operation and a "heating available" signal has been broadcast over the network by the central plant control module. On a call for heating from the space temperature sensor, the heating valve shall modulate open to maintain the unoccupied temperature setpoint. 4) When the number of heating requests exceeds an operator definable number, the air handling unit shall start with the outside air and relief air dampers fully closed, return air dampers fully open, and the heating coil valve closed. 5) The VAV boxes shall operate as described in "Morning Warm-up Mode" (see above). 6) When the heating requests are satisfied, the air-handling unit shall be turned off. 5. Dehumidification Mode a. Where noted in the associated air handling unit control sequence, provide a dehumidification mode of operation. When the unit initiates a dehumidification mode, the VAV air valve shall move to the dehumid- ification airflow setpoint initially set for 50% of the maximum airflow. The heating control valve shall modulate open as required to maintain the space temperature setpoint. C. Alarms 1. Generate an alarm when the space temperature is 5°F above the occupied/unoccupied cooling temperature set- point. 2. Generate an alarm when the space temperature is 5°F below the occupied/unoccupied heating temperature set- point. D. Point Schedule Provide at a minimum the following control points for each system and as required to accomplish the control se- quences indicated. (AI) VAV Box CFM (AO) VAV Box Damper Modulation (AI) VAV Box Damper Position (AO) RH Coil Valve Modulation (AI) Space Temperature (AI) Leaving Air Temperature (DI) Space Occupancy (AO) Radiation Valve Modulation No. 232010 23 09 93-16 BAS Sequence of Operations Reissued Addendum No. 1 Reissued Proposal Request No. 12 3.04 CONTROL SEQUENCE AND POINTS SCHEDULE FOR: Exhaust Fans – Scheduled On/Off A. General 1. Exhaust fans as indicated on the drawings and unless indicated to be controlled by another method, shall be controlled on/off by a time of day schedule through the BAS system. 2. Each fan shall be capable of being individually controlled. The final time of day schedules and how systems may be grouped together shall be reviewed and approved by the Owner prior to occupancy. 3. 480/3 volt exhaust fans are furnished with magnetic contactors or motor starter/switches by Division 26. Division 23 to provide all required control relays for all exhaust fans. Coordinate an accessible relay location for installa- tion by Division 26. 4. Provide motorized dampers and 2-position electric actuators where noted on the drawings. Coordinate connection requirements to each fan with the fan manufacturer. Provide the damper actuator with a compatible voltage, damper end switch, and control transformer where necessary. Damper installation by another DIV 23 section. 5. Provide and wire all electrical interlocks to other equipment associated with this system, as indicated or otherwise necessary for proper system operation. B. Control Sequence 1. Occupied Control a. Enable each exhaust fan to run continuously. b. For exhaust fans provided with motorized dampers, the damper shall prove fully open prior to enabling the exhaust fan. 2. Unoccupied Control a. Disable each exhaust fan off. b. For exhaust fans with motorized dampers, fully close the damper when the fan is disabled. C. Alarms 1. Generate an alarm if the fan is enabled and its status is off. D. Points Schedule Provide at a minimum the following control points for each system and as required to accomplish the control se- quences indicated. (DO) Exhaust Fan Control (DI) Exhaust Fan Status (DO) Motorized Damper Control (DI) Motorized Damper End Switch No. 232010 23 09 93-17 BAS Sequence of Operations Reissued Addendum No. 1 Reissued Proposal Request No. 12 3.05 CONTROL SEQUENCE AND POINTS SCHEDULE FOR: Exhaust Fans – Control by Others A. General 1. Control sequences for the following systems described in this section: System Serves EF-2 Break Room Range Hood 2. 120/1 and 480/3 volt exhaust fans are furnished with magnetic contactors or motor starter/switches by Division 26. Wall switches provided by others shall be provided with a pilot light to indicate when the fan is running. 3. Provide motorized dampers and 2-position electric actuators where noted on the drawings. Coordinate connection requirements to each fan with the fan manufacturer. Provide the damper actuator with a compatible voltage, damper end switch, and control transformer where necessary. Damper installation by another DIV 23 section B. Control Sequence 1. A wall switch shall allow the fan to be manually turned on/off. 2. For exhaust fans provided with motorized dampers, the damper shall prove fully open prior to enabling the ex- haust fan. The damper shall close when the fan is off. C. Alarms: 1. Generate an alarm if the exhaust fan is indicated to run but its status is off. D. POINTS SCHEDULE: Provide as required for controls listed above. The operation of all exhaust fans shall be monitored by the BAS. (DI) Exhaust Fan Status (current sensor) (DI) Motorized Damper Control (DI) Motorized Damper End Switch No. 232010 23 09 93-18 BAS Sequence of Operations Reissued Addendum No. 1 Reissued Proposal Request No. 12 3.06 CONTROL SEQUENCE AND POINTS SCHEDULE FOR: De-stratification Fans A. General 1. The fans shall be scheduled on/off throughout the BAS system. Refer to the drawings for the system configura- tion, quantity of de-stratification fans, and control zones. 2. 120/1 de-stratification fans are furnished with a speed switch installed by the Division 26 contractor. Provide a control relay at the location of each speed switch. Coordinate the exact location and installation requirements with the Division 26 contractor. 3. Provide a 4-20 mA or 0-10 VDC signal to each group of de-stratification fans to remotely adjust the fan speed control. Provide all low voltage wiring between the fans and the variable speed controller. 4. Provide local speed control where indicated on the drawings. 5. Provide and wire all electrical interlocks to other equipment associated with this system, as indicated or otherwise necessary for proper system operation. B. Control Sequence 1. Occupied Mode a. The fans shall run continuously. The fan sped shall operate as remotely set through the BAS system front end (adjustable). 2. Unoccupied Mode a. The fans shall be off. C. Alarms 1. Generate an alarm for each fan if the fan is indicated to run but its status is off. D. Points Schedule Provide at a minimum the following control points for each system and as required to accomplish the control se- quences indicated. (DO) Fan Control (each fan group) (DI) De-stratification Fan Status (each fan) (AO) De-stratification Fan Speed Control No. 232010 23 09 93-19 BAS Sequence of Operations Reissued Addendum No. 1 Reissued Proposal Request No. 12 3.07 CONTROL SEQUENCE AND POINTS SCHEDULE FOR: Cabinet Unit Heaters A. General 1. Provide a space temperature sensor and control sequence for each cabinet unit heater. 2. Provide 2-way modulating heating control valves and actuators. Installation is work of another Division 23 Sec- tion. 3. Provide and wire a surface mounted aquastat. Coordinate installation with the Division 26 contractor. 4. The unit heaters shall be indexed between its occupied and unoccupied modes by a timeclock schedule through the BAS system. B. Control Sequence 1. Occupied Mode a. The heating coil valve shall modulate open to maintain a space temperature setpoint initially set for 6 8.0 Deg F (adjustable). b. An aquastat mounted on the return hot water line shall de-energize fan motor when fluid temperature falls below setpoint of aquastat (adjustable). The aquastat and the space temperature call for heat shall be wired in series such that the unit heater fan will run only if there is a call for heat and there is hot water available in the system. c. To comply with the Energy Code, the space temperature setpoint for unit heaters serving vestibules shall be set for 60.0 Deg F and the control valve shall be fully closed and the operation locked out when the outside air temperature is greater than 45.0 Deg F. 2. Unoccupied Mode a. The heating coil valve shall modulate open to maintain a unoccupied space temperature setpoint initially set for 50.0 Deg F (adjustable). b. An aquastat mounted on the return hot water line shall de-energize fan motor when fluid temperature falls below setpoint of aquastat (adjustable). The aquastat and the space temperature call for heat shall be wired in series such that the unit heater fan will run only if there is a call for heat and there is hot water available in the system. c. To comply with the Energy Code, the control valve shall be fully closed and the operation locked out when the outside air temperature is greater than 45.0 Deg F. C. Alarms 1. Generate an alarm when space temperature drops 5°F below setpoint for 5-minute duration in heating mode. D. Points Schedule Provide at a minimum the following control points for each system and as required to accomplish the control se- quences indicated. (AI) Space Temperature (AO) Heating Valve Modulation (AI) Outside Air Temperature No. 232010 23 09 93-20 BAS Sequence of Operations Reissued Addendum No. 1 Reissued Proposal Request No. 12 3.08 CONTROL SEQUENCE AND POINTS SCHEDULE FOR: Horizontal Unit Heaters A. General 1. Provide a space temperature sensor and control sequence for each horizontal unit heater. 2. Provide 2-way modulating heating control valves and actuators. Installation is work of another Division 23 Sec- tion. 3. Provide and wire a surface mounted aquastat. Coordinate installation with the Division 26 contractor . 4. The unit heaters shall be indexed between its occupied and unoccupied modes by a timeclock schedule through the BAS system. B. Control Sequence 1. Occupied Mode a. On a call for heat from a space temperature sensor, the heating valve shall modulate open, to maintain a temperature setpoint of 70.0 degrees. b. An aquastat mounted on the return hot water line shall de -energize fan motor when fluid temperature falls below setpoint of aquastat (adjustable). The aquastat and the space temperature call for heat shall be wired in series such that the unit heater fan will run only if there is a call for heat and there is hot water available in the system. 2. Unoccupied Mode a. On a call for heat from a space temperature sensor, the heating valve shall modulate open to maintain a tem- perature setpoint of 55.0 degrees. b. An aquastat mounted on the return hot water line shall de -energize fan motor when fluid temperature falls below setpoint of aquastat (adjustable). The aquastat and the space temperature call for heat shall be wired in series such that the unit heater fan will run only if there is a call for heat and there is hot water available in the system. C. Alarms 1. Generate an alarm when the space temperature drops 5°F below setpoint for a 5 -minute duration. D. Point Schedule Provide at a minimum the following control points for each system and as required to accomplish the control se- quences indicated. (AI) Space Temperature (AO) Heating Valve Modulation No. 232010 23 09 93-21 BAS Sequence of Operations Reissued Addendum No. 1 Reissued Proposal Request No. 12 3.09 CONTROL SEQUENCE AND POINTS SCHEDULE FOR: Finned Tube Radiation A. General 1. Provide a space temperature sensor and control sequence for each heating terminal device. Refer to the drawings for system configuration and additional information regarding temperature control zones. 2. Provide 2-way modulating heating control valves and actuators. Installation is work of another Division 23 sec- tion. 3. The system shall be indexed between their occupied and unoccupied modes by a timeclock schedule through the BAS system. B. Control Sequence 1. Occupied Mode a. On a call for heating, the radiation valves shall open 25% (operator adjustable) before the heating coil valve associated with the ar handling unit heating zone begins to modulate. On a continued call for heat, the reheat valve shall modulate in unison with the radiation valve to maintain a temperature setpoint of 72.0 degrees. 2. Unoccupied Mode a. On a call for heating from the space temperature sensor, the heating valve shall modulate open to maintain a space temperature setpoint of 55.0 degrees. b. For areas also served by air handling systems, the finned tube radiation valve shall be fully open prior to the air handling unit heating zone sending a request for heating. C. Alarms 1. Generate an alarm when the space temperature drops 5°F below setpoint for a 5 -minute duration in the heating mode. D. Point Schedule Provide at a minimum the following control points for each system and as required to accomplish the control se- quences indicated. (AI) Space Temperature (AO) Reheat Valve Modulation (AO) Radiation Valve Modulation No. 232010 23 09 93-22 BAS Sequence of Operations Reissued Addendum No. 1 Reissued Proposal Request No. 12 3.10 CONTROL SEQUENCE AND POINTS SCHEDULE FOR: Convectors A. General 1. Provide a space temperature sensor and control sequence for each terminal heating device. 2. Provide 2-way modulating heating control valves and actuators. Installation is work of another Division 23 sec- tion. 3. The system shall be indexed between their occupied and unoccupied modes by a timeclock schedule through the BAS system. B. Control Sequence 1. Occupied Mode a. On a call for heating from the space temperature sensor, the heating valve shall modulate open to maintain a temperature setpoint of 72.0 degrees. 2. Unoccupied Mode a. On a call for heating from the space temperature sensor, the heating valve shall modulate open to maintain a temperature setpoint of 55.0 degrees. C. Alarms 1. Generate an alarm when the space temperature drops 5°F below setpoint for a 5-minute duration in the heating mode. D. Point Schedule Provide at a minimum the following control points for each system and as required to accomplish the control se- quences indicated. (AI) Space Temperature (AO) Heating Valve Modulation No. 232010 23 09 93-23 BAS Sequence of Operations Reissued Addendum No. 1 Reissued Proposal Request No. 12 3.11 CONTROL SEQUENCE AND POINTS SCHEDULE FOR: Central Heating Plant A. General 1. The equipment indicated as follows shall be included in the work scope here-in. a. Hot Water Heating System Boilers B-1, B-2 Primary Pumps P-1, P-2 2. Provide a pushbutton switch at each Boiler Room exit 7’-0” AFF to function as an emergency boiler and water heater shut-off. Label with a red plastic laminate sign with white lettering “Emergency Boiler Shut -off Switch”. The switch shall be wired to shut off all gas fired equipment in the boiler room including boilers and water heaters. Coordinate with equipment manufacturer’s for connections requirements for shut down. 3. Provide a BACnet control interface to each boiler. Refer to the boiler specification section for additional infor- mation. Coordinate interface requirements with the boiler manufacture and provide all necessary components for full communication. Display all points on the BAS graphic screen that are available from the boiler panel. 4. Boiler isolation control valves and electric actuators are provided by boiler manufacturer and installed by another Division 23 section 5. Provide and wire a differential pressure sensor in the hot water distribution system mains at the locations as indicated on the plans or approximately 2/3 of the total hydronic system length. Coordinate installation require- ments with other Division 23 sections. 6. Provide the primary loop bypass two-way control valve and actuator at each location indicated on the drawings. Refer to the drawings for additional system configuration and requirements. Installation is work of another Division 23 section. 7. Provide an in-line flow meter in the primary loop to measure total system flow. Installation is work of another Division 23 section. 8. Provide all variable speed drives associated with these systems unless specifically stated to be provided by an- other Division 23 Section. Refer to specification sections and the drawings for required variable speed drives. Coordinate installation requirements with the DIV 26 contractor. 9. Wire all necessary boiler control components furnished with the boiler in accordance with boiler manufacturer’s instructions. B. Control Sequence 1. Occupied Mode: The boiler system shall be indexed to the occupied mode by a time clock schedule through the BAS system. b. The operator shall manually determine through the front -end user interface if the plant is operating in the “summer mode,” “winter mode,” or is turned off. c. In the “winter mode,” the central plant shall enabled by the BAS system when outdoor air temperature drops below a user-definable setpoint initially set for 50 degrees F. The central plant control module shall broad- cast a "heating available" signal across the network to the various system control modules. d. In the “summer mode,” the central plant shall be enabled upon a call for dehumidification from the air handling systems. The central plant control module shall broadcast a "heating available" signal across the network to the various system control modules. The primary loop differential pressure shall reset to an adjustable summer operation setpoint determined by the balancing contractor. No. 232010 23 09 93-24 BAS Sequence of Operations Reissued Addendum No. 1 Reissued Proposal Request No. 12 e. The flow meter shall override the primary pump speed to limit the water flow within the recommend limits of the boiler manufacturer. If the primary loop flow drops below the minimum pump speed initially set for 30% (adjustable) when one primary pump is in operation, then the system by-pass valve(s) shall modulate open to maintain the minimum system flow. f. The boiler isolation valves are controlled through the boiler control panel to open when each boiler is ena- bled. Refer to the Condensing Boiler specification section for additional information. Monitor the position of the boiler isolation valves. One valve shall be open prior to starting pumps. g. The boilers shall operate on their internal burner firing controls. Boilers will stage on/off through boiler control panel to optimize plant efficiency. The boiler supply water temperature setpoint for the high effi- ciency boiler shall be reset as follows: Supply Temperature Outside Air Temperature 100F 60F and greater 160F 0F and less h. The primary hot water pumps are fully redundant and shall operate on a lead/lag basis. The operator shall be capable of designating the lead pump from the front-end software as well as specifying a run period for automatically alternating the pumps. The lead pump shall modulate through its variable speed drive to main- tain a primary loop differential pressure initially set for 15 feet. If the lead pump is indicated to run but its status is off or if it is unable to maintain the differential pressure setpoint, then the lag pump(s) shall start in sequence. Provide a 15 minute time delay before starting each successive pump. When multiple pumps are running, the pump speed shall be controlled in unison. If multiple pumps are running and the pump speed modulates below an adjustable setting initially set for 35%, then the lag pumps shall be turned off in se- quence. Coordinate with the balancing contractor for the required final differential pressure setting. i. The differential pressure sensor shall modulate open the 2-way by-pass control valve to maintain the sec- ondary differential loop setpoint. The differential pressure control valve operation shall be locked out unless the lead pump VFD speed is at its minimum initially set for 30%. If the system has multiple by-pass valves, then the valves shall modulate in unison. 2. Unoccupied Mode The boiler system shall be indexed to the unoccupied mode by a time clock schedule through the BAS system. The unoccupied mode shall be terminated and the system indexed to occupied mode 1 hour prior to the occupied mode starting for any of the building air handling systems. a. The boiler plant and pumps shall operate as required for the occupied mode except the supply water tem- perature shall be reset as follows: follows: Supply Temperature Outside Air Temperature 100F 60F and greater 140F 0F and less C. Alarms 1. Generate an alarm when the supply water temperature is 10°F lower than the setpoint for a 10 -minute duration. 2. Generate an alarm for each boiler if it is in internal fault and display fault information. 3. Generate an alarm if any of the pumps are indicated to run but their status is off. No. 232010 23 09 93-25 BAS Sequence of Operations Reissued Addendum No. 1 Reissued Proposal Request No. 12 D. Points Schedule Provide at a minimum the following control points for each system and as required to accomplish the control se- quences indicated. (DO) Boiler Plant Enable/Disable (AI) Outside Air Temperature (DI) Boiler Alarm (each) (AI) Primary Loop Supply Temperature (AI) Boiler Inlet Temperature (each) (AI) Primary Loop Return Temperature (AI) Boiler Supply Temperature (each) (AI) Primary Loop Flow GPM (DI) Boiler Status (each) (DI) Boiler Shut-Off Switch (each) (AI) Boiler Isolation Valve Position (each) (DO) Primary Pump Control (each) (DI) Primary Pump Status (each) (AO) Primary Pump VFD Modulation (each) (AI) Primary Loop Differential Pressure (each) No. 232010 23 09 93-26 BAS Sequence of Operations Reissued Addendum No. 1 Reissued Proposal Request No. 12 3.12 SEQUENCE OF OPERATION AND POINTS SCHEDULES FOR: Domestic Water Heating Systems A. General 1. The following types of water heater control sequences are described in this section: a. Location: Water Heater WH-1, 2 Recirculation Pumps P-3 2. Three phase motors are furnished with magnetic contactors or motor starter/switches by Division 26. Provide all required control relays necessary for operation. Coordinate relay installation with the Division 26 contractor to be in an accessible relay location. 3. Provide a temperature sensor located at the water heater outlet and at each associated mixing valve. Installation is work of the Division 22 section. Coordinate installation as required. Coordinate system temperature settings for each sensor location with the Owner’s representative. B. Control Sequence 1. Occupied a. The domestic water heaters shall operate continuously on their own internal controls. b. Domestic water circulating pump(s) shall be enabled. 2. Unoccupied a. The domestic water heaters shall operate continuously on their own internal controls. b. The domestic water circulating pump(s) shall be disabled. C. Alarms 1. Generate an alarm when any pump is controlled on but the status is off. 2. Generate an alarm when the water heater supply temperature is 5 Deg F above or below setpoint for a time period greater than 30 minutes. 3. Generate an alarm when any mixing valve supply temperature is 5 Deg F above or below setpoint for a time period greater than 30 minutes. D. Points Schedule Provide at a minimum the following control points for each system and as required to accomplish the control se- quences indicated. (DO) Pump Control (each) (DI) Pump Status (each) (AI) Water Heater Supply Temperature (AI) Mixing Valve Supply Temperature (each) No. 232010 23 09 93-27 BAS Sequence of Operations Reissued Addendum No. 1 Reissued Proposal Request No. 12 3.13 CONTROL SEQUENCE AND POINT SCHEDULE FOR: Miscellaneous A. General 1. The Temperature Controls Contractor shall request and coordinate, in advance, the work with the electrical power supplier to receive a proper demand pulse/signal (3-wire pulse). ). Fees or service charges to attain the required signal shall be paid by this contractor. Provide required meters, relays, and related wiring, equipment, and con- nections for a complete and fully operable system. Modify the home page on the front-end graphics to include an electric use summary including peak demand and daily, weekly, and annual totals. 2. The Temperature Controls Contractor shall request and coordinate, in advance, the work with the gas supplier to receive a proper demand pulse/signal (3-wire pulse). Fees or service charges to attain the required signal shall be paid by this contractor. Provide required meters, relays, and related wiring, equipment, and connections for a complete and fully operable system. Modify the home page on the front-end graphics to display a gas use summary to include daily, weekly, and annual totals. 3. The Temperature Control Contractor shall request and coordinate, in advance, the work with the water supplier to receive a proper demand pulse/signal (3-wire pulse). Fees or service charges to attain the required signal shall be paid by this contractor. Provide required meters, relays, and related wiring, equipment, and connections for a complete and fully operable system. Modify the home page on the front-end graphics to include a domestic water meter use summary to include instantaneous flow and daily, weekly, and annual totals. 4. Provide a general alarm output point from the BAS to the Owner’s Electro Watchman system. Label the point as "Building Automation Alarm". Coordinate with the Owner for the exact BAS alarms and Electro Watch- man. B. Point Schedule Provide at a minimum the following control points for each system and as required to accomplish the control se- quences indicated. (AI) Electric Demand (DO) Building Automation Alarm (AI) Gas Usage (AI) Water Usage No. 232010 23 09 93-28 BAS Sequence of Operations Reissued Addendum No. 1 Reissued Proposal Request No. 12 3.14 CONTROL SEQUENCE AND POINTS SCHEDULE FOR: Split System Air Conditioning Units A. General 1. The split system cooling unit SS-1 split direct expansion systems including an evaporator unit installed in the space and a remote condensing unit. Refer to the drawings for additional information as to system quantity and configuration. 2. All controls are provided with the unit by another Division 23 Section. Refer to other Division 23 sections for additional information. The Building Automation System contractor shall install and wire all controls as required for the complete operation of the unit. Coordinate installation requirements with the unit manufacturer. 3. Provide space temperature sensor. B. Control Sequence 1. All controls provided by another Division 23 section. There is no control sequence associated with this equipment. C. Alarms 1. Generate an alarm if the space temperature is greater than 5°F above setpoint for a pe1iod greater than 30 minutes. D. Points Schedule 1. Provide at a minimum the following control points and as required to accomplish the control sequences indicated. (AI) Space Temperature No. 232010 23 09 93-29 BAS Sequence of Operations Reissued Addendum No. 1 Reissued Proposal Request No. 12 3.15 CONTROL SEQUENCE AND POINTS SCHEDULE FOR: Make-Up Air and Exhaust Systems –Garage A. General 1. Air Handling Systems: All equipment indicated shall be controlled by the same software defined occupied/un- occupied schedule through the Building Automation System. a. AREA SERVED: Garage Make-up Air Unit MAU-1 Exhaust Fan EF-5 through EF-13 2. Make-up air units are direct gas fired and are complete with factory installed fans, VFD’s and dampers and inter- nal controls. Refer to specification section 23 73 39 for MAU scope of work. 3. Provide all electrical interlocks to other equipment as required for operation. 4. Provide wiring to the make-up air unit control panel as required in accordance with all manufacturer's instructions and guidelines. 5. Provide a motorized damper and end switch for each exhaust fan. Damper installation by another Division 23 section. 6. Provide and wire all air quality sensors and panels as located on the plans. Provide remote sensors as shown and wire to the control panel. Provide sensors for full coverage for carbon monoxide and nitrous oxide. 7. Provide a differential static pressure sensor reference between the garage and the adjacent office locker room A116. 8. Provide a momentary contact pushbutton switch with metal cover plate and LED pilot light for local override to occupied mode. Allow to run for a software determined length of time. Coordinate location with Owner. 9. Provide a relative humidity sensor in the garage. B. Control Sequence 1. Occupied (Air Quality Purge or Pushbutton) a. Make-up air unit MAU-1 and exhaust fans EF-5 through EF-13 shall be controlled as single zones respec- tively based on air quality. When any of the air quality sensors are outside of their acceptable limits within the respective bay or by pushbutton, then the associated system shall start. The make-up air unit outside air damper shall be fully open and exhaust fan damper fully open before the units are allowed to start. b. The make-up air unit supply fan VFD shall modulate within a fixed range to maintain a negative building pressure in the garage of (-0.02) in. w.c. with respect to the adjacent office corridor. Minimum supply fan airflow shall be maintained to comply with the MAU manufacturer’s recommendation. Exhaust fan speed controllers are provided for system balancing. c. The make-up air unit shall operate on its own internal controls to maintain unit discharge air temperature setpoint. Reset the discharge air temperature based on space temperature. d. The destratification fans located in the zone initiated shall stop operation until the zone make -up and ex- haust operation is stopped. No. 232010 23 09 93-30 BAS Sequence of Operations Reissued Addendum No. 1 Reissued Proposal Request No. 12 2. Humidity Control a. Provide a relative humidity sensor in the garage. b. When the following user adjustable parameters are met, sequence MAU -1 with EF-5 through EF-13 to start and run continuously for 2 hours (adjustable). 1) Outside temperature is below 70 degrees F (adjustable). 2) Garage relative humidity is above 60% (adjustable). 3) Prevent dehumidification sequence from starting if outdoor enthalpy is greater than the garage space enthalpy. 3. Unoccupied Mode a. Exhaust and make-up air systems operation shall be off and dampers fully closed. 4. Safeties a. High Discharge Air Temperature - De-energize fan and transmit alarm to EMCS when the discharge air temperature exceeds 100.0 degrees. b. Low Discharge Air Temperature - De-energize fan and transmit alarm to EMCS when the discharge air temperature drops below 38.0 degrees. C. Alarms 1. Generate an alarm when one of the following devices trips: 2. Generate an alarm if any of the make-up air units are in fault alarm. 3. Generate an alarm if any of the exhaust fans are indicated to run but their status is off. 4. Generate an alarm if any of the air quality sensors are sensing conditions outside of their acceptable parameters for a time period greater than 30 minutes. D. Points Schedule Provide at a minimum the following control points for each system and as required to accomplish the control se- quences. Garage MAU-1 and EF-5 through EF-13 (DO) MAU Control (DI) MAU Fault (AO) Supply Fan VFD Modulation (DI) MAU Status (AI) Supply Air Temperature (DI) Air Quality Sensor Input (each sensor) (DO) Exhaust Fan Control (each) (DO) Exhaust Fan Damper Control (each) (DI) Exhaust Fan Damper End Switch (each) (AI) Garage Differential Static Pressure (DI) Exhaust Fan Status (each) (DI) Pushbutton Override No. 232010 23 09 93-31 BAS Sequence of Operations Reissued Addendum No. 1 Reissued Proposal Request No. 12 3.16 CONTROL SEQUENCE AND POINTS SCHEDULE FOR: Make-Up Air and Exhaust Systems – Cold Storage A. General 1. Air Handling Systems: All equipment indicated shall be controlled by the same software defined occupied/un- occupied schedule through the Building Automation System. a. AREA SERVED: Cold Storage Louver Intake Damper Exhaust Fan EF-14 2. Provide all electrical interlocks to other equipment as required for operation. 3. Provide a motorized damper and end switch for each exhaust fan. Damper installation by another Division 23 section. 4. Provide and wire all air quality sensors and panels as located on the plans. Provide remote sensors as shown and wire to the control panel. Provide sensors for full coverage for carbon monoxide and nitrous oxide. 5. Provide a momentary contact pushbutton switch with metal cover plate and LED pilot light for local override to occupied mode. Allow to run for a software determined length of time. Coordinate location with Owner. B. Control Sequence 1. Occupied (Air Quality Purge or Pushbutton) a. The louver outside air damper shall be fully open and exhaust fan damper fully open before the units are allowed to start. b. Exhaust fan speed controllers are provided for system balancing. 2. Unoccupied Mode a. Exhaust and make-up air systems operation shall be off and dampers fully closed. C. Alarms 1. Generate an alarm when one of the following devices trips: 2. Generate an alarm if any of the exhaust fans are indicated to run but their status is off. 3. Generate an alarm if any of the air quality sensors are sensing conditions outside of their acceptable parameters for a time period greater than 30 minutes. D. Points Schedule Provide at a minimum the following control points for each system and as required to accomplish the control se- quences. Louver Intake Damper and EF-14 (DI) Air Quality Sensor Input (each sensor) (DI) Pushbutton Override (DO) Exhaust Fan Damper Control (DI) Exhaust Fan Damper End Switch (DI) Exhaust Fan Status No. 232010 23 09 93-32 BAS Sequence of Operations Reissued Addendum No. 1 Reissued Proposal Request No. 12 3.17 CONTROL SEQUENCE AND POINTS SCHEDULE FOR: Gas Fired Radiant Heaters A. General 1. Provide space temperature sensors for the radiant heaters as shown on the Drawings. 2. Coordinate requirements with the gas fired unit manufacturer to enable and disable radiant heater operation and to modulate heater control. Wire from the BAS to the central controller. 3. The radiant heaters shall be indexed between occupied and unoccupied modes by a timeclock schedule through the BAS system. 4. Provide control wiring from each central controller to its respective radiant heaters. Wire from the BAS to the central controller. 5. Provide combustion damper and actuator for the radiant heaters. Damper located at intake hood IH -1. B. Control Sequence 1. Occupied Mode a. The radiant heater shall be enabled/disabled by the space temperature sensor as required to maintain user defined occupied temperature setpoint. The Building Automation System shall provide modulating 4 -20 mA signal to the radiant heater control panel. Pro vide a PID control loop. b. Open the combustion air damper fully prior to allowing the heaters to fire. 2. Unoccupied Mode a. The radiant heater shall be controlled similar to the occupied mode. Control to an unoccupied setpoint. C. Alarms 1. Generate an alarm when space temperature drops 10 F below setpoint for 20-minute duration in heating mode. D. Points Schedule Provide at a minimum the following control points for each system and as required to accomplish the control se- quences. (AI) Space Temperature (DO) Combustion Damper Control (IH-1) (DO) Heater Enabled/Disabled (DI) Heater Failure (AO) Heater Modulation No. 232010 23 09 93-33 BAS Sequence of Operations Reissued Addendum No. 1 Reissued Proposal Request No. 12 3.18 CONTROL SEQUENCE AND POINTS SCHEDULE FOR: Snow Melt System (Radiant Heating Hydronic) (Alternate No. 1) A. General 1. The snow melt system is a field fabricated 40% glycol loop heated by the boiler plant including pump P -4, and infloor tubing as indicated on drawings. 2. Provide a three way control valve with electric actuator. Installation by another Division 23 section. The control valve shall be selected to be normally closed. 3. Connect to a moisture sensor and an in-slab temperature sensor provided with the snowmelt system. B. Control Sequence 1. Occupied Mode a. The system shall be enabled by the operator via a “button” on the front end software graphics or when the slab temperature drops below a user defined setpoint and hot water is available. b. Idle Mode: When the system is enabled, the circulating pump shall start and the hot water valve shall modu- late to maintain a 25 deg. F slab temperature as sensed by the in -slab sensor. Slab temperature setpoint shall be operator adjustable from the graphics. (It is expected that the Owner will adjust this setpoint after gaini ng experience with the system throughout the first winter, and reducing the setpoint to the lowest temperature possible to reduce energy use.) c. Snowmelt Mode: The hot water valve shall modulate open to maintain the snow melt system supply water temperature setpoint of 120°F when the outside air temperature drops below 35°F and moisture is detected by the moisture sensor. When the snowmelt mode is activated, this mode shall run for an operator adjustable period of time initially set for four hours after no moisture is detected by the moisture sensor. When this mode times out, it shall revert to the Idle Mode described above. 2. Unoccupied Mode a. The system shall be disabled by the operator through the front end software graphics. b. The pump shall be off. c. The heating valve shall be fully closed. C. Alarms 1. Generate an alarm when the supply temperature is ± 10°F off setpoint for a period greater than 30 minutes. 2. Generate an alarm when the pump control is on but its status is off. D. Points Schedule Provide at a minimum the following control points for each system and as required to accomplish the control se- quences. (DO) Pump P-4 Control (DI) Pump P-4 Status (Current Sensor) (AO) 3-Way Valve Modulation (AI) Snow Melt Supply Temperature (AI) Snow Melt Return Temperature (DI) Moisture Sensor (AI) Outside Air Temperature (AI) In-Slab Temperature No. 232010 23 09 93-34 BAS Sequence of Operations Reissued Addendum No. 1 Reissued Proposal Request No. 12 END OF SECTION 23 09 93 1 City Council Action Request 7.J. Meeting Date 8/21/2024 Department Public Works Agenda Category Action Item Title TH 61 River Oaks RCUT – Change Order #1 and State Aid Funding Variance Request Staff Recommendation 1) Approve Change Order #1, increasing the contract amount by $3,073.95 to a total contract amount of $1,206,877.40. 2) Approve Resolution 2024-121 requesting a Variance from Standard for State Aid Operation for Project No. S.P. 8205-156 (TH 61 River Oaks RCUT Project). Budget Implication $3,073.95 - MnDOT Grant and MSA Funds Attachments 1. TH 61 River Oaks RCUT CC Memo 2. TH 61 River Oaks RCUT Change Order No. 1 & Traffic Control Plan 3. TH 61 River Oaks RCUT Variance Resolution To: Honorable Mayor and City Council Jennifer Levitt, City Administrator From: Joe Fox, PE, Project Engineer Date: August 13, 2024 Re: TH 61 River Oaks RCUT – Change Order #1 and State Aid Funding Variance Request Background/Discussion Construction began August 5 on the River Oaks Reduced Conflict U-Turn (RCUT) intersection on Highway 61. The first step in the construction process was installing traffic control devices that limit northbound and southbound traffic to the right lanes. The median crossover adjacent to the golf course was also closed. Due to this median closure, many vehicles must take alternate routes when entering or leaving the Highway 61/Point Douglas Road intersection. The original construction plans did not include a signed detour route. MnDOT traffic engineers did not require a detour because only driveways intersect Highway 61 within the project area , and therefore a detour was not warranted. However, after the project was bid, city staff heard from business owners that semi drivers might find navigating the construction zone difficult. A detour was developed to help guide vehicles through the construction zone. The change order increases the project costs by $3,073.95. This amount covers the installation and removal of detour signage and would bring the total contract amount to $1,206,877.40 . The change order and traffic control plan are attached to this memo. Additionally, when the project was bid in June , the engineers estimate was at $1,015,000. The project was anticipated to be funded from city dollars and $1,010,000 being funded through the state. It was not anticipated that any additional funding sources would be necessary, but unfortu - nately the bids came in higher than anticipated and there is a larger funding gap for the city to cover. While the city did not originally go through the process of obtaining a state aid project number and review by state aid staff, it is still possible to obtain a variance from state aid and become eligible for state aid money to help cover the city’s portion of the project costs. The vari - ance being requested is to allow the city to obtain state aid money without having obtained state aid review and approval of the project prior to bidding. If successful in obtaining the variance, state aid funding would cover the city’s portion of the project funds. Recommendation 1. Approve Change Order #1, thereby increasing the contract amount by $3,073.95 to a total contract amount of $1,206,877.40. 2. Approve Resolution 2024-121 Requesting a Variance from Standard for State Aid Operation for Project No. S.P. 8205-156 (TH 61 River Oaks RCUT Project). STATE AID FOR LOCAL TRANSPORTATION Rev. November 2023 CHANGE ORDER SP/SAP(s) 8205-156 (T.H. 61=003) MN Project No.: Change Order No. 1 Page 1 of 2 Project Location City of Cottage Grove Local Agency City of Cottage Grove Local Project No. 0N1.129262 Contractor Pember Companies, Inc. Contract No. Address/City/State/Zip N4449 469th St, Menomonie, WI 54751 Total Change Order Amount $ 3,073.95 Issue: The Engineer has determined the Contract needs to be revised in accordance with specification 1402.3 - Significant Changes to the Character of Work. The City of Cottage Grove has elected to add a detour route and signage to the traffic control plan to direct vehicles to roads with larger capacities during lane closures when u-turns on the highway may be difficult. Resolution: 1. The Agency will measure and compensate the Contractor for this work in accordance with the bid items and unit prices below. 2. The Contractor will install the new detour signage per the approved plan. Entitlement: Payment for this work will be at the Negotiated Unit Price basis as provided in MnDOT Specification 1904, as shown in the estimate of cost. This document does not change Contract Time. Estimate Of Cost: (Include any increases or decreases in contract items, any negotiated or force account items.) **Group/ funding Category Item No. Description Unit Unit Price + or – Quantity + or – Amount $ 1 2563.601 Traffic Control LS $3,073.95 1 $3,073.95 Net Change this Change Order 3,073.95 **Group 1 – SP 8205-156 Project Engineer: Date: Print Name: Michael Warner Phone: 651-728-3172 Contractor: Date: Print Name: Ryan Pember Phone: 715-505-1161 City of Cottage Grove: Date: Print Name: Amanda Meyer Phone: 651-458-2848 8/9/24 STATE AID FOR LOCAL TRANSPORTATION Rev. November 2023 CHANGE ORDER SP/SAP(s) 8205-156 (T.H. 61=003) MN Project No.: Change Order No. 1 Page 2 of 2 DSAE Portion: The State of Minnesota is not a participant in this contract. Signature by the District State Aid Engineer is for FUNDING PURPOSES ONLY and for compliance with State and Federal Aid Rules/Policy. Eligibility does not guarantee funds will be available. This work is eligible for: ___ Federal Funding ___ State Aid Funding ___ Local Funds District State Aid Engineer: _____________________________________ Date: ____________________ 129262 0N1.129292 The Contract is modified as follows upon execution of this Change Order: Description: Attachments: $ $ $ $ $ Approved by Funding Agency (if applicable) 10/18/2024 0 days 10/18/2024 0 days Accepted by Contractor Change in Contract Times Authorized by Owner Title: Title: Date: By: 0.00 1,206,877.40 Contract Price incorporating this Change Order: 3,073.95 Recommended by Engineer (if required) Date: City of Cottage Grove Bolton and Menk, Inc. Pember Companies, Inc. Effective Date of Change Order: Increase this Change Order: Substantial Completion: Contract Times with all approved Change Orders: Project Acceptance: 10/18/2024 By: Detour Plan (5 Sheets) CHANGE ORDER NO.: 1 Owner’s Project No.: Engineer’s Project No.: Contractor’s Project No.: August 9, 2024Date Issued: Owner: Engineer: Contractor: Project: T.H. 61 Reduced Conflict Intersection (RCI) Project The City of Cottage Grove has elected to add a detour route and signage to the traffic control plan to direct vehicles to roads with larger capacities during lane closures when u-turns on the highway may be difficult. The Engineer has determined the Contract needs to be revised in accordance with specification 1402.3 - Significant Changes to the Character of Work. [Increase] [Decrease] from previously approved Change Orders No. to No. [Number of previous Change Order]: Project Acceptance: Increase this Change Order: 1,203,803.45 Project Acceptance: Contract Price prior to this Change Order:Contract Times prior to this Change Order: [Increase] [Decrease] from previously approved Change Orders No.1 to No. [Number of previous Change Order]: Change in Contract Price Original Contract Price:Original Contract Times: Project Acceptance: 1,203,803.45 EJCDC® 00 63 63, Change Order, Rev.1. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies and American Society of Civil Engineers. All rights reserved. Page 1 of 1 Project Manager 8/9/24 BID ITEM NO.ITEM NO.ESTIMATED QUANTITY UNIT UNIT PRICE CHANGE IN CONTRACT AMOUNT 1 2563.601 1 LS $3,073.95 3,073.95$ Subtotal 3,073.95$ Original Contract Amount:$1,203,803.45 Change Order No. 1:$3,073.95 New Contract Amount:$1,206,877.40 TRAFFIC CONTROL T.H. 61 Reduced Conflict Intersection (RCI) ProjectProject: Pember Companies, Inc. DESCRIPTION Contractor: CHANGE ORDER NO.: 1 Continued Engineer’s Project No.: Owner: 0N1.129292 City of Cottage Grove DETOURDETOURDETOURDETOURNO DATE DWN CKD REVISIONS SHEET NO.1 OF 5 SHEETSTH 61 - SP #8205-156 N PEMBER TH 61LEFT LANE CLOSURES & MEDIAN DETOURDisclaimer - This is a proposed traffic device layout. It has not been approved by a Professional Engineer and must be approved and acceptedby the Road Authority. Safety Signs LLC does not assume any legal liability. DETOURDETOURROADWORKAHEADNO DATE DWN CKD REVISIONS SHEET NO.2 OF 5 SHEETSTH 61 - SP #8205-156 N PEMBER TH 61LEFT LANE CLOSURES & MEDIAN DETOURDisclaimer - This is a proposed traffic device layout. It has not been approved by a Professional Engineer and must be approved and acceptedby the Road Authority. Safety Signs LLC does not assume any legal liability. DETOURDETOUR6" YELLOW REMOVABLE TAPE&MASK CONFLICTING MARKINGS LANECLOSEDROADWORKAHEADLEFT LANECLOSED ROADWORKAHEADLEFT LANECLOSED ROADCLOSEDDETOURROADCLOSEDDETOUR DETOURDETOURDO NOTENTER DO NOTENTERALL TRAFFICMUSTTURN RIGHTINSTALL SIGN ON EXISTING STOP SIGN(REMOVE DIVIDED HIGHWAY SIGN) 1000'1000'1000' NO DATE DWN CKD REVISIONS SHEET NO.3 OF 5 SHEETSTH 61 - SP #8205-156 N PEMBER TH 61LEFT LANE CLOSURES & MEDIAN DETOURDisclaimer - This is a proposed traffic device layout. It has not been approved by a Professional Engineer and must be approved and acceptedby the Road Authority. Safety Signs LLC does not assume any legal liability. DETOUR6" YELLOW REMOVABLE TAPE&MASK CONFLICTING MARKINGS LANECLOSEDLANECLOSEDROADWORKAHEADLEFT LANECLOSED ROADWORKAHEADLEFT LANECLOSED ROADCLOSEDDETOURROADCLOSEDDETOURDETOUR DETOURDO NOTENTER DO NOTENTERALL TRAFFICMUSTTURN RIGHTINSTALL SIGN ON EXISTING STOP SIGN(REMOVE DIVIDED HIGHWAY SIGN)6" WHITE REMOVABLE TAPE ONLYONLYONLY1000'1000'1000' NO DATE DWN CKD REVISIONS SHEET NO.4 OF 5 SHEETSTH 61 - SP #8205-156 N PEMBER TH 61LEFT LANE CLOSURES & MEDIAN DETOURDisclaimer - This is a proposed traffic device layout. It has not been approved by a Professional Engineer and must be approved and acceptedby the Road Authority. Safety Signs LLC does not assume any legal liability. DETOURROADWORKAHEADLEFT LANECLOSED ROADWORKAHEADLEFT LANECLOSED DETOUR1000'1000' NO DATE DWN CKD REVISIONS SHEET NO.5 OF 5 SHEETSTH 61 - SP #8205-156 N PEMBER TH 61LEFT LANE CLOSURES & MEDIAN DETOURDisclaimer - This is a proposed traffic device layout. It has not been approved by a Professional Engineer and must be approved and acceptedby the Road Authority. Safety Signs LLC does not assume any legal liability. CITY OF COTTAGE GROVE, MINNESOTA CITY COUNCIL RESOLUTION 2024-121 A RESOLUTION REQUESTING A VARIANCE FROM STANDARD FOR STATE AID OPERATION FOR PROJECT NO. S.P. 8205-156 (TH 61 RIVER OAKS RCUT PROJECT). WHEREAS, the City of Cottage Grove prepared construction plans for TH 61 at Point Douglas Road for the TH 61 River Oaks RCUT Project; and WHEREAS, Minnesota Rules for State Aid Operation 8820.1500 Subp. 12 require plans to be approved by the state-aid engineer before bids are opened in order to use state aid funds for improvements within the City of Cottage Grove on a state trunk highway; and WHEREAS, the reason for this variance request is the City of Cottage Grove is requesting to use state aid funds on a project which the plans were not approved by the state aid engineer prior to opening bids. NOW THEREFORE BE IT RESOLVED, that the City Council of the City of Cottage Grove does hereby request a variance from the Minnesota Department of Transportation State Aid Operations Rules Chapter 8820.1500 Subp. 12 municipal state aid funds; county or trunk highway projects, to allow the use of state aid funds on a project with construction plans that were not approved by the state aid engineer prior to opening bids. BE IT FURTHER RESOLVED, the City Council of the City of Cottage Grove, Washington County, Minnesota hereby indemnifies, saves and hold harmless the State of Minnesota and its agents and employees of and from claims, demands, actions, or causes of action arising out of or by reason of the TH 61 River Oaks RCUT Project in accordance with Minnesota Rules 8820.1500 and further agrees to defend at their sole cost and expense any action or proceeding commenced for the purpose of asserting any claim arising as a result of granting this variance. Passed this 21st day of August, 2024. Myron Bailey, Mayor Attest: Tamara Anderson, City Clerk 1 City Council Action Request 7.K. Meeting Date 8/21/2024 Department Public Works Agenda Category Action Item Title Grange Trunk Water Main Final Payment Staff Recommendation Approve Resolution 2024-116 for final payment to Ryan Contracting Company for the Grange Trunk Water Main Project in the amount of $136,140.85. Budget Implication $136,140.85 – 3M Settlement Funds Attachments 1. 1_AFP 4_Final Letter to City 2. 2_AFP 4_Final Pay App 3. 3_Final Payment Grange Trunk Water Main Resolution 2024-8-21 4. 4_1143 consent of surety 5. 5_1143 IC134s 6. 6_1143 lien waivers Engineers | Architects | Planners | Scientists Short Elliott Hendrickson Inc., 3535 Vadnais Center Drive, St. Paul, MN 55110-5196 SEH is 100% employee-owned | sehinc.com | 651.490.2000 | 800.325.2055 | 888.908.8166 fax August 9, 2024 RE: Cottage Grove, MN Grange Trunk Water Main Improvements SEH No. COTTG 170981 Ryan Burfeind, Public Works Director City of Cottage Grove 12800 Ravine Parkway S. Cottage Grove, MN 55016 Dear Mr. Burfeind: Please find enclosed the final application for payment for the referenced project. The quantities completed to date have been reviewed and we hereby recommend approval for final payment to Ryan Contracting Co. in the amount of $136,140.85. This amount in addition to previous payments and approved Change Order No. 1 represents 100% of the work completed with 0% held for retainage. Enclosed are the required IC-134 forms, lien waivers, and Consent of Surety to Final Payment. The final construction cost of the project is $2,071,022.00. The original contract amount of $2,036,796.00 plus one change order in the amount of $22,400.00 provided a revised contract amount of $2,059,196.00. The $11,826.00 difference represents approximately a 0.6% increase above the revised contract amount. This was primarily a result of the following: 1. Additional seeding restoration. We have reviewed work performed on this site with public work staff and have found it to be acceptable. We will review again within the contract’s warranty period. Any material not performing to City specifications will be addressed under the project warranty with the Contractor. If approved, please sign and forward payment, along with a copy of the signed pay application to Ryan Contracting Co., retaining the original for City records. Sincerely, Chad E. Setterholm, PE SEH Enclosures x:\ae\c\cottg\170981\7-const-svcs\73-app-pymt\afp\ryan contracting final pay app & documents\afp 4_final letter to city.docx CITY OF COTTAGE GROVE CITY COUNCIL RESOLUTION NO. 2024-116 RESOLUTION APPROVING THE FINAL PAYMENT IN THE AMOUNT OF $136,140.85 TO RYAN CONTRACTING CO. FOR THE GRANGE TRUNK WATER MAIN IMPROVEMENT PROJECT WHEREAS, the Public Works Director has certified that work has been satisfactorily completed; and WHEREAS, the original total contract amount was $2,036,796.00. A change order was included with this project, in the amount of $22,400.00. The revised total contract amount was $2,059,196.00. The final construction cost was $2,071,022.00, which is $11,826.00 more than the contract amount. WHEREAS, the project has been satisfactorily completed in accordance with the contract plans and specifications. NOW THEREFORE BE IT RESOLVED, by the City Council of the City of Cottage Grove, County of Washington, State of Minnesota, that $136,140.85 be paid to Ryan Contracting Co. for the final payment for the Grange Trunk Water Main Improvement Project. Passed this 21st day of August, 2024 Myron Bailey, Mayor Attest: Tamara Anderson, City Clerk 1 City Council Action Request 7.L. Meeting Date 8/21/2024 Department Parks and Recreation Agenda Category Action Item Title Sport Court Resurfacing for Sunny Hill Park and Kingston Park Staff Recommendation Adopt Resolution 2024-115 awarding resurfacing sports courts at Sunny Hill and Kingston Park to the accepted quote supplied by Surfaces & Repair Inc. in the amount of $31,650 and authorize execution of the Agreement for Contractor Services. Budget Implication $31,650 from Park Maintenance Fund Attachments 1. Council Memo-Sunny Hill and Kingston Park Sport Court Resurfacing 2. SUNNY HILL AND KINGSTON RESURFACING RESOLUTION 3. Agreement for Contractor Services_Sunny Hill & Kingston Park wExhibit (Court Surfaces & Repair Inc.) (Cottage Grove) 8.15.24 To:Honorable Mayor and City Council Jennifer Levitt, City Administrator From: Gavin Hochstetler, Management Analyst Date:August 21, 2024 Subject:Sport Court Resurfacing for Sunny Hill Park and Kingston Park Introduction/Background The sport courts at Sunny Hill Park and Kingston Park have been evaluated and it has been determined a resurfacing is needed. Resurfacing a sport court is essential to ensure safety, improve performance, extend the lifespan of the court and enhance the overall experience for the users. A request for proposals for this project was distributed to three sport court resurfacing vendors in August. The following proposals were received: 1.Court Surfaces & Repair Inc. a. Sunny Hill Park - $6,900 b. Kingston Park - $24,750 i. Total $31,650 2. Tennis Court Doctor a. Sunny Hill Park - $8,850 b. Kingston Park - $48,824 i. Total $57,674 3. C&H Sport Surfaces Inc. a. Sunny Hill Park - $6,795 b. Kingston Park - $25,695 i. Total $32,490 Budget Implications Staff recommends entering into a service agreement with Court Surfaces & Repair Inc. for the resurfacing of sport courts at Sunny Hill Park for $6,900 and Kingston Park for $24,750. The total cost of the project will be $31,650. Staff Recommendation Adopt resolution number 2024-115 awarding resurfacing sports courts at Sunny Hill and Kingston Park to the accepted quote supplied by Surfaces & Repair Inc. in the amount of $31,650 and authorize execution of the Agreement for Contractor Services. CITY OF COTTAGE GROVE, MINNESOTA CITY COUNCIL RESOLUTION 2024-115 RESOLUTION AWARDING SUNNY HILL AND KINGSTON PARK SPORT COURT RESURFACING PROJECT TO COURT SURFACES & REPAIR INC. FOR THE AMOUNT OF $31,650 WHEREAS, quotes were requested to provide the necessary work for the Sunny Hill and Kingston Park sport court resurfacing Project according to City standards; and WHEREAS, quotes were requested to provide the necessary work; and WHEREAS, three firms submitted quotes; and WHEREAS, it appears that Court Surfaces & Repairs Inc. provided the lowest responsible quote; and WHEREAS, it is the recommendation of the Parks and Recreation Director that the quote be awarded to Court Surfaces & Repair Inc. NOW THEREFORE BE IT RESOLVED, by the City Council of the City of Cottage Grove, County of Washington, State of Minnesota, that the Sunny Hill and Kingston Park Sport Court Resurfacing Project be award to Court Surfaces & Repair for $31,650 Passed this 21st day of August 2024. Myron Bailey, Mayor Attest: Tamara Anderson, City Clerk 1 AGREEMENT FOR SERVICES Sunny Hill Park and Kingston Park Sport Court Resurfacing THIS AGREEMENT (“Agreement”) is made and executed this 21st day of August, 2024, by and between the City of Cottage Grove, 12800 Ravine Parkway, Cottage Grove, Minnesota 55016, (“City”) and Court Surfaces & Repair Inc. 16215 Yalta Street NE, Andover, Minnesota 55304 (“Contractor”). WHEREAS, the City has accepted the proposal of the Contractor for certain services; and WHEREAS, Contractor desires to perform the services for the City under the terms and conditions set forth in this Agreement. NOW THEREFORE, in consideration of the mutual consideration contained herein, it is hereby agreed as follows: 1. SERVICES. a. City agrees to engage Contractor as an independent contractor for the purpose of performing certain Services (“Services”), as defined in the following documents: i. A proposal dated August 4, 2024, incorporated herein as Exhibit A. ii. Where the terms and conditions of this Agreement and those terms and conditions included in Exhibit A specifically conflict, the terms of this Agreement shall apply. b. Contractor covenants and agrees to provide Services to the satisfaction of the City in a timely fashion, as set forth in Exhibit A, subject to Section 8 of this Agreement. c. Contractor agrees to comply with all federal, state, and local laws and ordinances applicable to the Services to be performed under this Agreement, including all safety standards. The Contractor shall be solely and completely responsible for conditions of the job site, including the safety of all persons and property during the performance of the Services. The Contractor represents and warrants that it has the requisite training, skills, and experience necessary to provide the Services and is appropriately licensed and has obtained any required permits from all applicable agencies and governmental entities. 2. PAYMENT. a. City agrees to pay the Contractor $6,900.00 for Sunny Hill Park and $24,750.00 for Kingston Park, and the Contractor agrees to receive and accept payment for Services as set forth in Exhibit A. 2 b. Any changes in the scope of the work of the Services that may result in an increase to the compensation due the Contractor shall require prior written approval by the authorized representative of the City or by the City Council. The City will not pay additional compensation for Services that do not have prior written authorization. c. Contractor shall submit itemized bills for Services provided to City upon completion of the Services. Bills submitted shall be paid in the same manner as other claims made to City. d. Prior to payment, the Contractor will submit evidence that all payrolls, material bills, subcontractors and other indebtedness connected with the Services have been paid as required by the City. 3. TERM. The term of this Agreement shall commence on the date listed in the initial paragraph of this Agreement and shall terminate on October 31, 2024. This Agreement may be extended upon the written mutual consent of the parties for such additional periods as they deem appropriate, and upon the same terms and conditions as herein stated. 4. TERMINATION AND REMEDIES. a. Termination for Convenience. This Agreement may be terminated by either party upon ten (10) days’ written notice delivered to the other party at the addresses listed in Section 14 of this Agreement. Upon termination under this provision, if there is no default by the Contractor, Contractor shall be paid for Services rendered and reimbursable expenses incurred through the effective date of termination. b. Termination Due to Default. This Agreement may be terminated by either party upon written notice in the event of substantial failure by the other party to perform in accordance with the terms of this Agreement. The non-performing party shall have fifteen (15) calendar days from the date of the termination notice to cure or to submit a plan for cure that is acceptable to the other party. c. Remedies. Notwithstanding the above, the Contractor shall not be relieved of liability to the City for damages sustained by the City as a result of any breach of this Agreement by the Contractor. The City may, in such event: i. Withhold payments due to the Contractor for the purpose of set-off until such time as the exact amount of damages due to the City is determined. 3 ii. Perform the Services, in which case, the Contractor shall within thirty (30) days after written billing by the City, reimburse the City for any costs and expenses incurred by the City. The rights or remedies provided for herein shall not limit the City, in case of any default by the Contractor, from asserting any other right or remedy allowed by law, equity, or by statute. d. Upon termination of this Agreement, the Contractor shall furnish to the City copies or duplicate originals of all documents or memoranda prepared for the City not previously furnished. 5. SUBCONTRACTORS. Contractor shall not enter into subcontracts for any of the Services provided for in this Agreement without the express written consent of the City, unless specifically provided for in Exhibit A. The Contractor shall pay any subcontractor involved in the performance of this Agreement within the ten (10) days of the Contractor’s receipt of payment by the City for undisputed services provided by the subcontractor. 6. STANDARD OF CARE. In performing its Services, Contractor will use that degree of care and skill ordinarily exercised, under similar circumstances, by reputable members of its profession in the same locality at the time the Services are provided. 7. INSPECTION OF WORK. All materials and workmanship will be subject to inspection, examination, and testing by the City, who will have the right to reject defective material and workmanship or require its correction. 8. DELAY IN PERFORMANCE. Neither City nor Contractor shall be considered in default of this Agreement for delays in performance caused by circumstances beyond the reasonable control of the nonperforming party. For purposes of this Agreement, such circumstances include, but are not limited to, abnormal weather conditions; floods; earthquakes; fire; epidemics; war, riots, and other civil disturbances; strikes, lockouts, work slowdowns, and other labor disturbances; sabotage; judicial restraint; and inability to procure permits, licenses or authorizations from any local, state, or federal agency for any of the supplies, materials, accesses, or services required to be provided by either City or Contractor under this Agreement. If such circumstances occur, the nonperforming party shall, within a reasonable time of being prevented from performing, give written notice to the other party describing the circumstances preventing continued performance and the efforts being made to resume performance of this Agreement. Contractor will be entitled to payment for its reasonable additional charges, if any, due to the delay. 9. CITY’S REPRESENTATIVE. The City has designated Gavin Hochstetler to act as the City’s representative with respect to the Services to be performed under this Agreement. He shall have complete authority to transmit instructions, receive information, interpret, 4 and define the City’s policy and decisions with respect to the Services covered by this Agreement. 10. PROJECT MANAGER AND STAFFING. The Contractor has designated Jake Klute to be the primary contact for the City in the performance of the Services. He shall be assisted by other staff members as necessary to facilitate the completion of the Services in accordance with the terms established herein. Contractor may not remove or replace the designated staff without the approval of the City. 11. INDEMNIFICATION. a. Contractor and City each agree to defend, indemnify, and hold harmless each other, its agents and employees, from and against legal liability for all claims, losses, damages, and expenses to the extent such claims, losses, damages, or expenses are caused by its negligent acts, errors, or omissions. In the event claims, losses, damages, or expenses are caused by the joint or concurrent negligence of Contractor and City, they shall be borne by each party in proportion to its own negligence. b. Contractor shall indemnify City against legal liability for damages arising out of claims by Contractor’s employees or subcontractors, including all liens. City shall indemnify Contractor against legal liability for damages arising out of claims by City’s employees or subcontractors. 12. INSURANCE. During the performance of the Services under this Agreement, Contractor shall maintain the following insurance: a. Commercial General Liability Insurance, with a limit of $1,500,000 for any number of claims arising out of a single occurrence, pursuant to Minnesota Statutes, Section 466.04, or as may be amended. b. Workers’ Compensation Insurance in accordance with statutory requirements. c. Automobile Liability Insurance, with a combined single limit of $1,000,000 for each person and $1,000,000 for each accident. Contractor shall furnish the City with certificates of insurance, which shall include a provision that such insurance shall not be canceled without written notice to the City. The City shall be named as an additional insured on the Commercial General Liability Insurance policy. 13. WARRANTIES. Contractor warrants and guarantees that title to all work, materials, and equipment covered by any invoice, will pass to City no later than the Completion Date. Contractor warrants that all work will be free from defects and that all materials will be new and of first quality. If within one (1) year after final payment any work or material is 5 found to be defective, Contractor shall promptly, without cost to the City, correct such defect. 14. NOTICES. Notices shall be communicated to the following addresses: If to City: City of Cottage Grove 12800 Ravine Parkway Cottage Grove, MN 55016 Attention: City Administrator Or emailed: jlevitt@cottagegrovemn.gov If to Contractor: Court Surfaces & Repair Inc. 16215 Yalta Street NE Andover, MN 55304 Attention: Jake Klute Or emailed: klutejake@gmail.com 15. INDEPENDENT CONTRACTOR STATUS. All services provided by Contractor, its officers, agents and employees pursuant to this Agreement shall be provided as employees of Contractor or as independent contractors of Contractor and not as employees of the City for any purpose. 16. GENERAL PROVISIONS. a. Assignment. This Agreement is not assignable without the mutual written agreement of the parties. b. Waiver. A waiver by either City or Contractor of any breach of this Agreement shall be in writing. Such a waiver shall not affect the waiving party’s rights with respect to any other or further breach. c. Nondiscrimination. Contractor agrees that in the hiring of employees to perform Services under this Agreement, Contractor shall not discriminate against any person by reason of any characteristic protected by state or federal law. d. Governing Law. This Agreement shall be construed in accordance with the laws of the State of Minnesota and any action must be venued in Washington County District Court. e. Amendments. Any modification or amendment to this Agreement shall require a written agreement signed by both parties. 6 f. Severability. If any term of this Agreement is found to be void or invalid, such invalidity shall not affect the remaining terms of this Agreement, which shall continue in full force and effect. g. Data Practices Compliance. All data collected by the City pursuant to this Agreement shall be subject to the Minnesota Government Data Practices Act, Minnesota Statutes, Chapter 13. h. Entire Agreement. This Agreement constitutes the entire agreement of the parties and supersedes all prior communications, understandings and agreements relating to the subject matter hereof, whether oral or written. [The remainder of this page is intentionally left blank] 7 CITY OF COTTAGE GROVE By: Myron A. Bailey, Mayor By: Tamara Anderson, City Clerk Date: 8 COURT SURFACES & REPAIR INC. (“CONTRACTOR”) Signature: Name: Its: Date: EXHIBIT A 1 City Council Action Request 7.M. Meeting Date 8/21/2024 Department Parks and Recreation Agenda Category Action Item Title MN DNR Outdoor Recreation Grant Application – Oltman Park Staff Recommendation Authorize Resolution 2024-117 accepting the grant agreement with MN Department of Natural Resources Outdoor Recreation Grant Program in the amount of $350,000 to be used for the Oltman Park Development Project. Budget Implication Attachments 1. Council Memo - Grant Acceptance 2. Grant Agreement Resolution 3. Oltman Grant Agreement To:Honorable Mayor and City Council Jennifer Levitt, City Administrator From:Zac Dockter, Parks and Recreation Director Date:7/31/24 Subject:MN DNR Outdoor Recreation Grant Application – Oltman Park Introduction In November of 2022, City Council authorized a resolution to apply for the MN Department of Natural Resources Outdoor Recreation Grant for the Oltman Park development project. This program receives both state and federal funding to increase and enhance outdoor recreation facilities in local and community parks throughout the state. The grant provides local units of government up to 50% of development costs for local parks and recreation areas. This is a very competitive grant program that awards based on each project’s compliance with the Minnesota Statewide Comprehensive Outdoor Recreation Plan 2020-2024 (“SCORP”). Strategic directions within SCORP include: 1. Connecting people and the outdoors. 2. Acquiring land and creating opportunities. 3. Taking care of what we have. 4. Coordinating among partners. Staff is happy to report that the grant application received funding priority for 2025-2026. Oltman Park received the maximum grant of $350,000. Oltman Park is proposed to be developed starting in 2025 for a total project cost of approximately $2.3M. Background The City acquired 13.82 acres of dedicated public property in 2016 from Independent School District #833 (“ISD833”) for the purposes of building a park with athletic fields. A master plan was adopted by both the City Council and the School Board in 2020 and is included as Attachment A to this report. The site was rough-graded during school construction in 2016 and currently sits vacant. The Master Plan calls for the construction of three rectangular turf fields for lacrosse, soccer and/or football. These three fields will be the primary draw for the park and are designed to be multi-use fields to maximize recreational opportunities. Supporting park elements include a playground, shelter, trails, landscaping and parking. The entire project cost is not submitted within the grant budget to assure grant funding is dedicated to specific project development goals. The following items are included in the grant project budget and subject to the full terms of the grant agreement: Athletic Fields $250,000 Parking Lot w/Lighting $100,000 Trails $75,000 Playground $150,000 Picnic Shelter $75,000 Landscaping $50,000 TOTAL GRANT COST ESTIMATE $700,000 Recommendation Authorize resolution 2024-117 accepting the grant agreement with MN Department of Natural Resources Outdoor Recreation Grant Program in the amount of $350,000 to be used for the Oltman Park Development Project. CITY OF COTTAGE GROVE, MINNESOTA CITY COUNCIL RESOLUTION NO. 2024-117 RESOLUTION APPROVING MINNESOTA DEPARTMENT OF NATURAL RESOURCES OUTDOOR RECREATION GRANT AGREEMENT FOR OLTMAN PARK WHEREAS, the Minnesota Department of Natural Resources Outdoor Recreation Grant provides local units of government funding to increase and enhance outdoor recreation facilities in local and community parks throughout the state; and WHEREAS, the City applied for the Minnesota Department of Natural Resources Outdoor Recreation Grant for the development of Oltman Park; and WHEREAS, the Oltman Park project includes the development of athletic fields, a playground, a picnic shelter, trails, landscaping and parking; and WHEREAS, the Minnesota Department of Natural Resources awarded the City of Cottage Grove $350,000 from the Outdoor Recreation Grant for the Oltman Park project. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Cottage Grove, County of Washington, State of Minnesota, that the City authorizes the execution of the Minnesota Department of Natural Resources Outdoor Recreation Grant Agreement for the development of Oltman Park. Passed this 21st day of August 2024. __________________________ Myron Bailey, Mayor Attest: ___________________________ Tamara Anderson, City Clerk Grant Contract Agreement template for Competitively awarded, single/sole source, or formula grant process to Municipality FY24: Updated October 2023 1 STATE OF MINNESOTA GRANT CONTRACT AGREEMENT LW27-01478 This grant contract is between the State of Minnesota, acting through its Commissioner of Natural Resources ("STATE") and City of Cottage Grove, 12800 Ravine Pkwy South, Cottage Grove, MN, 55016 ("GRANTEE"). Recitals 1.Under Minn. Stat. 84.026, the Commissioner of Natural Resources is authorized to enter into contractual agreements with any public or private entity for the provision of statutorily prescribed natural resources services by the department. 2. Pursuant to Minn. Stat. 84.0264, the state is empowered to receive and administer grants under the Land and Water Conservation Fund grant program authorized by Congress in the Land and Water Conservation Fund Act of 1965, as amended, and the Local Grants program authorized by the State of Minnesota. Fifty percent of the funds granted under subdivision 1 shall be distributed for projects to be acquired, developed, and maintained by local units of government, providing that any project approved is consistent with a statewide or a county or regional recreational plan and compatible with the statewide recreational plan. All money received by the commissioner for local units of government is appropriated annually to carry out the purposes for which the funds are received. 3. The Grantee represents that it is duly qualified and agrees to perform all services described in this grant contract to the satisfaction of the State. Pursuant to Minn.Stat.16B.98, Subd.1, the Grantee agrees to minimize administrative costs as a condition of this grant. Grant Contract Agreement 1 Term of Grant Contract Agreement 1.1 Effective date February 8, 2024. Notwithstanding Minnesota Statues, section 16A.41, the Commissioner may make payments for otherwise eligible grant-program expenditures that are made on or after the effective date of the appropriation. 1.2 Expiration date June 30, 2026, or until all obligations have been satisfactorily fulfilled, whichever occurs first. 1.3 Survival of Terms The following clauses survive the expiration or cancellation of this grant contract: 8. Liability; 9. State Audits; 10. Government Data Practices and Intellectual Property Rights; 12. Publicity and Endorsement; 13. Governing Law, Jurisdiction, and Venue, 15. Data Disclosure, 24. Land Retention and Deed Restriction and 25. Resource Management and Protection. Grant Contract Agreement template for Competitively awarded, single/sole source, or formula grant process to Municipality FY24: Updated October 2023 2 2 Grantee’s Duties The Grantee, who is not a state employee, will: Comply with required grants management policies and procedures set forth through Minn. Stat.16B.97 Subd. 4 (a) (1) and comply with Attachment A, Project Budget, which is incorporated and made a part of this contract. The Grantee agrees to complete the project in accordance with the approved budget to the extent practicable and within the project period specified in the grant contract. Any material change in the scope of the project, budget or completion date shall require prior written approval by the State. The Grantee shall be responsible for the administration, supervision, management, record keeping and program oversight required for the work performed under this agreement. The Grantee is responsible for maintaining a written conflict of interest policy. Throughout the term of this agreement, the Grantee shall monitor and report any actual, potential, or perceived conflicts of interest to the State's Authorized Representative. 3 Time The Grantee must comply with all the time requirements described in this grant contract agreement. In the performance of this grant contract agreement, time is of the essence. 4 Consideration and Payment 4.1 Consideration The State will pay for all services performed by the Grantee under this grant contract agreement as follows: (a)Compensation The Grantee will be paid for all services performed pursuant to this grant contract not to exceed $350,000. (b)Matching Requirement Grantee certifies that the following matching requirement for the Grant will be met by Grantee. The total project cost is $700,000. The Grantee agrees to provide a nonstate match of a least $350,000. (c)Total Obligation The total obligation of the State for all compensation and reimbursements to the Grantee under this grant contract agreement will not exceed $350,000. (d)Indirect Cost Rate Federal indirect costs are not eligible for reimbursement in the State’s federal award or this sub- award agreement. 4.2 Payment (a)Reimbursement Requests The State will promptly pay the Grantee after the Grantee presents a payment request and required expenditure documentation for the services actually performed and the State's Authorized Representative accepts the documentation. Invoices must be submitted timely and according to the following schedule: Upon completion of services or up to four requests during the contract period. A final reimbursement of no more than 10% may be withheld until final completion of services. Grant Contract Agreement template for Competitively awarded, single/sole source, or formula grant process to Municipality FY24: Updated October 2023 3 (b) Federal funds Payments under this grant contract will be made from federal funds obtained by the State through the National Park Service of the United States Department of Interior, Land and Water Conservation Fund, 15.916, Act of 1965 as amended thereto. If at any time such funds become unavailable, this Grant Contract shall be terminated immediately upon written notice of such fact by the State to the Grantee. In the event of such termination, Grantee shall be entitled to payment, determined on a pro rata basis, for services satisfactorily performed. The Grantee is responsible for compliance with all federal requirements imposed on these funds and accepts full financial responsibility for any requirements imposed by the Grantee’s failure to comply with federal requirements. 4.3 Contracting and Bidding Requirements Per Minn. Stat. §471.345, grantees that are municipalities as defined in Subd. 1 must follow the law. (a)For projects that include construction work of $25,000 or more, prevailing wage rules apply per Minn. Stat. §§177.41 through 177.44. These rules require that the wages of laborers and workers should be comparable to wages paid for similar work in the community as a whole. (b)The grantee must not contract with vendors who are suspended or debarred in MN or by the Federal Government: https://mn.gov/admin/osp/government/suspended-debarred/index2.jsp 5 Conditions of Payment All services provided by the Grantee under this grant contract agreement must be performed to the State’s satisfaction, as determined at the sole discretion of the State’s Authorized Representative and in accordance with all applicable federal, state, and local laws, ordinances, rules, and regulations. The Grantee will not receive payment for work found by the State to be unsatisfactory or performed in violation of federal, state, or local law. 6 Authorized Representatives The State's Authorized Representative is Sarah Wennerberg, Sr. Grants Specialist, 500 Lafayette Road, St. Paul, MN 55155, 651-259-5579, Sarah.Wennerberg@state.mn.us, or her successor, and has the responsibility to monitor the Grantee’s performance and the authority to accept the services provided under this grant contract agreement. If the services are satisfactory, the State's Authorized Representative will certify acceptance on each invoice submitted for payment. The Grantee’s Authorized Representative is Zac Dockter, Parks and Recreation Director, 12800 Ravine Pkwy South, Cottage Grove, MN, 55016, 651-458-2808, zdockter@cottagegrovemn.gov. If the Grantee’s Authorized Representative changes at any time during this grant contract agreement, the Grantee must immediately notify the State. 7 Assignment Amendments, Waiver, and Grant Contract Agreement Complete 7.1 Assignment The Grantee shall neither assign nor transfer any rights or obligations under this grant contract agreement without the prior written consent of the State, approved by the same parties who executed and approved this grant contract agreement, or their successors in office. 7.2 Amendments Any amendments to this grant contract agreement must be in writing and will not be effective until it has been executed and approved by the same parties who executed and approved the original grant contract, or their successors in office. Grant Contract Agreement template for Competitively awarded, single/sole source, or formula grant process to Municipality FY24: Updated October 2023 4 7.3 Waiver If the State fails to enforce any provision of this grant contract agreement, that failure does not waive the provision or the State’s right to enforce it. 7.4 Grant Contract Agreement Complete This grant contract agreement contains all negotiations and agreements between the State and the Grantee. No other understanding regarding this grant contract, whether written or oral, may be used to bind either party. 8 Liability The Grantee must indemnify, save, and hold the State, its agents, and employees harmless from any claims or causes of action, including attorney’s fees incurred by the State, arising from the performance of this grant contract agreement by the Grantee or the Grantee’s agents or employees. This clause will not be construed to bar any legal remedies the Grantee may have for the State's failure to fulfill its obligations under this grant contract agreement. 9 Audits (State and Single) Under Minn. Stat. §16B.98, subd. 8 and 2 CFR 200.331, the Grantee’s books, records, documents, and accounting procedures and practices of the Grantee or other party relevant to this grant contract agreement or transaction are subject to examination by the Commissioner of Administration, by the State and/or the State Auditor or Legislative Auditor, as appropriate, for a minimum of six years from the end of this grant contract agreement, receipt and approval of all final reports, or the required period of time to satisfy all state and program retention requirements, whichever is later. All state and local governments, colleges and universities, and non-profit organizations that expend $750,000 or more of Federal awards in a fiscal year must have a single audit according to the new OMB Uniform Guidance: Cost Principles, Audit, and Administrative Awards Requirements for Federal Awards. This is $750,000 total Federal awards received from all sources. If an audit is completed, forward a copy of the report to both the State's Authorized Representative and the State Auditor. 10 Government Data Practices and Intellectual Property Rights 10.1 Government Data Practices The Grantee and State must comply with the Minnesota Government Data Practices Act, Minn. Stat. Ch. 13, as it applies to all data provided by the State under this grant contract, and as it applies to all data created, collected, received, stored, used, maintained, or disseminated by the Grantee under this grant contract agreement. The civil remedies of Minn. Stat. §13.08 apply to the release of the data referred to in this clause by either the Grantee or the State. If the Grantee receives a request to release the data referred to in this Clause, the Grantee must immediately notify the State. The State will give the Grantee instructions concerning the release of the data to the requesting party before the data is released. The Grantee’s response to the request shall comply with applicable law 10.2 Intellectual Property Rights The State owns any intellectual property developed with these funds. The federal awarding agency may receive royalty-free, non-exclusive and an irrevocable right to reproduce, publish, or otherwise use the work for Federal purposes, and to authorize others to do so as noted in 2 CFR 200.315. 11 Workers Compensation The Grantee certifies that it is in compliance with Minn. Stat. §176.181, Subd. 2, pertaining to workers’ compensation insurance coverage. The Grantee’s employees and agents will not be considered State employees. Any claims that may arise under the Minnesota Workers’ Compensation Act on behalf of Grant Contract Agreement template for Competitively awarded, single/sole source, or formula grant process to Municipality FY24: Updated October 2023 5 these employees and any claims made by any third party as a consequence of any act or omission on the part of these employees are in no way the State’s obligation or responsibility. 12 Publicity and Endorsement 12.1 Publicity Any publicity regarding the subject matter of this grant contract agreement must identify the State as the sponsoring agency and must not be released without prior written approval from the State’s Authorized Representative. For purposes of this provision, publicity includes notices, informational pamphlets, press releases, research, reports, signs, and similar public notices prepared by or for the Grantee individually or jointly with others, or any subcontractors, with respect to the program, publications, or services provided resulting from this grant contract. All projects primarily funded by state grant appropriations must publicly credit the State of Minnesota, including on the grantee’s website when practicable. 12.2 Signage Any site funded by this grant contract shall display a sign at a prominent location at the entrance to the site and in a form approved by the State that acknowledges funding through this grant. 12.3 Endorsement The Grantee must not claim that the State endorses its products or services and the Grantee must adhere to the terms of 2 CFR 200.315. 13 Governing Law, Jurisdiction, and Venue Minnesota law, without regard to its choice-of-law provisions, governs this grant contract agreement. Venue for all legal proceedings out of this grant contract agreement, or its breach, must be in the appropriate state or federal court with competent jurisdiction in Ramsey County, Minnesota. 14 Termination 14.1 (a) Termination by the State The State may immediately terminate this grant contract agreement with or without cause, upon 30 days’ written notice to the Grantee. Upon termination, the Grantee will be entitled to payment, determined on a pro rata basis, for services satisfactorily performed. (b)Termination by The Commissioner of Administration The Commissioner of Administration may unilaterally cancel this grant contract agreement if further performance under the agreement would not serve agency purposes or is not in the best interest of the State. 14.2 Termination for Cause The State may immediately terminate this grant contract agreement if the State finds that there has been a failure to comply with the provisions of this grant contract, that reasonable progress has not been made or that the purposes for which the funds were granted have not been or will not be fulfilled. The State may take action to protect the interests of the State of Minnesota, including the refusal to disburse additional funds and requiring the return of all or part of the funds already disbursed. 14.3 Termination for Insufficient Funding The State may immediately terminate this grant contract agreement if: (a)Funding for Grant No. P24PA00562-00 is withdrawn by the National Park Services, Department of Interior. (b)Or, if funding cannot be continued at a level sufficient to allow for the payment of the services covered here. Termination must be by written or fax notice to the Grantee. The State is not Grant Contract Agreement template for Competitively awarded, single/sole source, or formula grant process to Municipality FY24: Updated October 2023 6 obligated to pay for any services that are provided after notice and effective date of termination. However, the Grantee will be entitled to payment, determined on a pro rata basis, for services satisfactorily performed to the extent that funds are available. The State will not be assessed any penalty if the grant contract agreement is terminated because of the decision of the Minnesota Legislature, or other funding source, not to appropriate funds. The State must provide the Grantee notice of the lack of funding within a reasonable time of the State’s receiving that notice. 15 Data Disclosure Under Minn. Stat. § 270C.65, Subd. 3, and other applicable law, the Grantee consents to disclosure of its social security number, federal employer tax identification number, and/or Minnesota tax identification number, already provided to the State, to federal and state tax agencies and state personnel involved in the payment of state obligations. These identification numbers may be used in the enforcement of federal and state tax laws which could result in action requiring the Grantee to file state tax returns and pay delinquent state tax liabilities, if any. 16 Affirmative Action and Non-Discrimination (a)The grantee agrees not to discriminate against any employee or applicant for employment because of race, color, creed, religion, national origin, sex, marital status, status in regard to public assistance, membership or activity in a local commission, disability, sexual orientation, or age in regard to any position for which the employee or applicant for employment is qualified (Minn. Stat. 363A.02). The grantee agrees to take affirmative steps to employ, advance in employment, upgrade, train, and recruit minority persons, women, and persons with disabilities. (b)The grantee must not discriminate against any employee or applicant for employment because of physical or mental disability in regard to any position for which the employee or applicant for employment is qualified. The grantee agrees to take affirmative action to employ, advance in employment, and otherwise treat qualified disabled persons without discrimination based upon their physical or mental disability in all employment practices such as the following: employment, upgrading, demotion or transfer, recruitment, advertising, layoff or termination, rates of pay or other forms of compensation, and selection for training, including apprenticeship, (Minnesota Rules, part 5000.3500). (c)The grantee agrees to comply with the rules and relevant orders of the Minnesota Department of Human Rights issued pursuant to the Minnesota Human Rights Act. 17 Americans with Disabilities Act and Final Guidelines for Outdoor Developed Areas The Grantee is subject to complying with the Americans with Disabilities Act (ADA) of 1990 (42 U.S.C. 12101 et seq.) and all applicable regulations and guidelines. The Grantee must comply with the 2010 American Disabilities Act Standards for Accessible Design. The Grantee shall construct, operate, and maintain all facilities and programs in compliance with all state and federal accessibility laws, regulations, and guidelines including the Final Guidelines for Outdoor Developed Areas. Information on compliance with the Americans with Disabilities Act is available at U.S. Access Board. 18 Reporting The Grantee shall submit a progress report, in a form prescribed by the State, by January 1 of each year during the term of this grant contract. A final report must be submitted with the request for final reimbursement. Forms will be provided by the State. 19 Inspections The State’s authorized representatives shall be allowed, at any time, to conduct periodic site visits and inspections to ensure work progress in accordance with this grant contract, including a final inspection Grant Contract Agreement template for Competitively awarded, single/sole source, or formula grant process to Municipality FY24: Updated October 2023 7 upon project completion. Following closure of the project, the State’s authorized representatives shall be allowed to conduct post-completion inspections of the site to ensure that the site is being properly operated and maintained and that no conversion of use has occurred. 20 Conflict of Interest It is the policy of the State to work to deliberately avoid actual and potential conflict of interests related to grant making at both the individual and organizational levels. A conflict of interest (actual or potential) occurs when a person has actual or apparent duty or loyalty to more than one organization and the competing duties or loyalties may result in actions which are adverse to one or both parties. A conflict of interest exists even if no unethical, improper, or illegal act results from it. The Grantee, by signing this contract with the State, certifies it has read and understands the Office of Grants Management Conflict of Interest Policy 08-01, will maintain an adequate Conflict of Interest Policy and, throughout the term of the contract, monitor and report any actual or potential conflicts of interest to the State’s Authorized Representative. 21 Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion – Lower Tier Covered Transactions 21.1 The prospective lower tier participant certifies, by submission of this agreement, that neither it nor its principals is presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation in this transaction by any Federal department or agency. 21.2 Where the prospective lower tier participant is unable to certify to any of the statements in this certification, such prospective participant shall attach an explanation to this agreement. 22 Non-Discrimination Requirements No person in the United States must, on the ground of race, color, national origin, handicap, age, religion, or sex, be excluded from participation in, be denied the benefits of, or be subject to discrimination under, any program or activity receiving Federal financial assistance. Including but not limited to: a)Title VI of the Civil Rights Act of 1964 (42 U.S.C. § 2000d et seq.) and DOC implementing regulations published at 15 C.F.R. Part 8 prohibiting discrimination on the grounds of race, color, or national origin under programs or activities receiving Federal financial assistance; Title IX of the Education Amendments of 1972 (20 U.S.C. § 1681 et seq.) prohibiting discrimination on the basis of sex under Federally assisted education programs or activities; b) Section 504 of the Rehabilitation Act of 1973, as amended (29 U.S.C. § 794), and DOC implementing regulations published at 15 C.F.R. Part 8b prohibiting discrimination on the basis of handicap under any program or activity receiving or benefiting from Federal assistance. c)The Age Discrimination Act of 1975, as amended (42 U.S.C. § 6101 et seq.), and DOC implementing regulations published at 15 C.F.R. Part 20 prohibiting discrimination on the basis of age in programs or activities receiving Federal financial assistance. d)Title II of the Americans with Disabilities Act (ADA) of 1990 which prohibits discrimination against qualified individuals with disabilities in services, programs, and activities of public entities. e)Any other applicable non-discrimination law(s). Grant Contract Agreement template for Competitively awarded, single/sole source, or formula grant process to Municipality FY24: Updated October 2023 8 23 Minnesota Historical Sites Act and Minnesota Field Archaeology Act For projects involving land acquisition and/or construction, the State Historic Preservation Office must review the project to determine if the site is a potential location for historical or archeological findings. If the State Historic Preservation Office determines that a survey is required, the survey would need to be completed prior to any site disturbance for development projects and prior to the final reimbursement of the grant funds for acquisition projects. 24 Land Retention and Deed Restriction 24.1 Land Retention Any lands acquired or developed with assistance from the Outdoor Recreation grant program must be retained solely for public outdoor recreation use. The lands subject to this contract are shown in Attachment B – Boundary Map which is attached and incorporated into this contract. No other use can be made of these lands without prior written approval of the State and the Secretary of Interior. The State will consider requests to convert these lands to other uses only if all practical alternatives have been evaluated and rejected on a sound basis and replacement lands of equal or greater fair market value and reasonably equivalent usefulness are acquired and dedicated to public outdoor recreation use. 24.2 Deed Restriction The Grantee shall have the following condition recorded with the deed to all lands within the park as described in Attachment B – Boundary Map and submit an attested copy of the deed and the condition to the State: In order to comply with the Department of Natural Resources Outdoor Recreation Project Contract LW27-01478, the City of Cottage Grove does hereby impose the following restrictions on the property described in Attachment B to that contract: 1. The property shall be permanently managed and maintained for public outdoor recreation use. 2.The property has been acquired and/or developed with Land and Water Conservation Fund assistance and that it cannot be converted to other than public outdoor recreation use without the written approval of the State acting through its Commissioner of Natural Resources and the Secretary of the Interior. 25 Resource Management and Protection The Grantee shall protect, manage and maintain, or cause to maintain, the property acquired and/or developed pursuant to this grant contract. Properties shall be kept reasonably safe for public use, if applicable. All state and federal accessibility laws, regulations and standards shall be adhered to. Vegetation management and similar safeguards and supervision shall be provided to the extent feasible. Buildings, roads, trails and other structures and improvements, if any, shall be kept in reasonable repair throughout their estimated lifetime to prevent undue deterioration. The Grantee shall keep the facility open to the general public at reasonable hours and at times of the year consistent with the purpose and type of use of the property and appropriate management and protection of natural resources. 26 Invasive Species Prevention Grantees and subcontractors must follow Minnesota DNR’s Operational Order 113, which requires preventing or limiting the introduction, establishment and spread of invasive species during activities on public waters and DNR-administered lands. This applies to all activities performed on all lands under this grant agreement and is not limited to lands under DNR control or public waters. Operational Order 113 is incorporated into this contract by reference. The grantee shall prevent invasive species from Grant Contract Agreement template for Competitively awarded, single/sole source, or formula grant process to Municipality FY24: Updated October 2023 9 entering into or spreading within a project site by cleaning equipment and clothing prior to arriving at the project site. If the equipment or clothing arrives at the project site with soil, aggregate material, mulch, vegetation (including seeds) or animals, it shall be cleaned by Grantee furnished tool or equipment (brush/broom, compressed air or pressure washer) at the staging area. The Grantee or subcontractor shall dispose of material cleaned from equipment and clothing at a location determined by the Grantee or their representative. If the material cannot be disposed of onsite, secure material prior to transport (sealed container, covered truck, or wrap with tarp) and legally dispose of offsite. 27 Pollinator Best Management Practices Habitat restorations and enhancements conducted on DNR lands and prairie restorations on state lands or on any lands using state funds are subject to pollinator best management practices and habitat restoration guidelines pursuant to Minn. Stat. 84.973. Practices and guidelines ensure an appropriate diversity of native species to provide habitat for pollinators through the growing season. Current specific practices and guidelines to be followed for contract and grant work can be found here: Link to December 2014 version. 28 Force Majeure Neither party shall be responsible to the other or considered in default of its obligations within this Contract to the extent that performance of any such obligation is prevented or delayed by acts of God, war, riot, disruption of government, or other catastrophes beyond the reasonable control of the party unless the act or occurrence could have been reasonably foreseen and reasonable action could have been taken to prevent the delay or failure to perform. A party relying on this provision to excuse performance must provide the other party prompt written notice of the inability to perform and take all necessary steps to bring about performance as soon as practicable. 28 Program Requirements The grantee will comply with the provisions of the Land and Water Conservation Fund Act of 1965 (78 Stat. 897), and Attachment C, Federal Land and Water Conservation Fund Program General and Special Provisions, attached and incorporated into this contract. 29 General and Special Provisions 1.Department of Interior Standard (DOI) Terms and Conditions. DOI Standard Terms andConditions apply and are located at https://www.doi.gov/grants/doi-standard-terms-and- conditions (version effective December 19, 2019-revised June 19, 2020), except the provision related to the Davis-Bacon Act in Section VII. 2.2 C.F.R. §200.92 Subaward; 200.101 Applicability; and 200.331 Subrecipients andcontractor determinations. Requirements for passthrough entities applies. 3.Lobbying Prohibition. 18 U.S.C. § 1913, Lobbying with Appropriated Moneys, as amended by Public Law 107–273, Nov. 2, 2002 Violations of this section shall constitute violations of section 1352(a) of title 31. In addition, the related restrictions on the use of appropriated funds found in Div. F, § 402 of the Omnibus Appropriations Act of 2008 (P.L. 110–161) also apply. 4.Byrd Anti-Lobbying Amendment Certification and Disclosure: (If applicable – For Grants over $100,000) a.The Grantee certifies that it will not and has not used Federal appropriated funds to pay any person or organization for influencing or attempting to influence an officer or employee of any agency, a member of Congress, officer or employee of Congress, or an employee of a Grant Contract Agreement template for Competitively awarded, single/sole source, or formula grant process to Municipality FY24: Updated October 2023 10 member of Congress in connection with obtaining any Federal contract, grant or any other award covered by 31 U.S.C. 1352 b. The Grantee shall comply with Interim Final Rule, New Restrictions on Lobbying, found in Federal Register Vol. 55, No. 38, February 26, 1990, and any permanent rules that are adopted in place of the Interim Final Rule. The Interim Final Rule requires the Grantee to certify as to their lobbying activity. Further definition of lobbying can be found in 2 CFR 200.450. c.If the Grantee engages in lobbying activities with non-Federal funds that takes place in connection with obtaining any Federal award, they will promptly inform the authorized representative, and complete any certifications the authorized representative requires. 5.Whistleblower Protection Rights 41 USC §4712, Enhancement of Recipient and Subrecipient Employee Whistleblower Protection (a) This award and employees working on this financial assistance agreement will be subject to the whistleblower rights and remedies in the pilot program on Award Recipient employee whistleblower protections established at 41 U.S.C. 4712 by section 828 of the National Defense Authorization Act for Fiscal Year 2013 (Pub.L. 112-239) (b) Recipients, their subrecipients, and their contractors awarded contracts over the simplified acquisition threshold related to this award, shall inform their employees in writing, in the predominant language of the workforce, of the employee whistleblower rights and protections under 41 USC 4712. (c) The recipient shall insert this clause, including this paragraph (c), in all subawards and in contracts over the simplified acquisition threshold related to this award. 6.ENSURING THE FUTURE IS MADE IN ALL OF AMERICA BY ALL OF AMERICA’S WORKERS PER E.O. 14005. Per Executive Order 14005, entitled "Ensuring the Future Is Made in All of America by All of America's Workers” the Recipient shall maximize the use of goods, products, and materials produced in, and services offered in, the United States, and whenever possible, procure goods, products, materials, and services from sources that will help American businesses compete in strategic industries and help America’s workers thrive. 7.Build America, Buy America. The following terms apply for financial assistance agreements for infrastructure that currently or are anticipated to exceed the Simplified Acquisition Threshold (SAT), currently $250,000. This threshold applies for the duration of the award and obligations made for infrastructure projects when additional funds are obligated through modification or renewal. For more information on DOI’s approved waiver, see: https://www.doi.gov/grants/BuyAmerica/GeneralApplicabilityWaivers. As required by Section 70914 of the Bipartisan Infrastructure Law (also known as the Infrastructure Investment and Jobs Act), P.L. 117-58, on or after May 14, 2022, none of the funds under a federal award that are part of Federal financial assistance program for infrastructure may be obligated for a project unless all of the iron, steel, manufactured products, and construction materials used in the project are produced in the United States, unless subject to an approved waiver. The requirements of this section must be included in all subawards, including all contracts and purchase orders for work or products under this program. Recipients of an award of Federal financial assistance are hereby notified that none of the funds provided under this award may be used for a project for infrastructure unless: Grant Contract Agreement template for Competitively awarded, single/sole source, or formula grant process to Municipality FY24: Updated October 2023 11 1. all iron and steel used in the project are produced in the United States--this means all manufacturing processes, from the initial melting stage through the application of coatings, occurred in the United States; 2. all manufactured products used in the project are produced in the United States —this means the manufactured product was manufactured in the United States; and the cost of the components of the manufactured product that are mined, produced, or manufactured in the United States is greater than 55 percent of the total cost of all components of the manufactured product, unless another standard for determining the minimum amount of domestic content of the manufactured product has been established under applicable law or regulation; and 3.all construction materials are manufactured in the United States—this means that all manufacturing processes for the construction material occurred in the United States. The Buy America preference only applies to articles, materials, and supplies that are consumed in, incorporated into, or affixed to an infrastructure project. As such, it does not apply to tools, equipment, and supplies, such as temporary scaffolding, brought to the construction site and removed at or before the completion of the infrastructure project. Nor does a Buy America preference apply to equipment and furnishings, such as movable chairs, desks, and portable computer equipment, that are used at or within the finished infrastructure project but are not an integral part of the structure or permanently affixed to the infrastructure project. For further information on the Buy America preference, please visit https://www.doi.gov/grants/BuyAmerica. Additional information can also be found at the White House Made in America Office website: https://www.whitehouse.gov/omb/management/made- in-america Waivers When necessary, recipients may apply for, and the Department of the Interior (DOI) may grant, a waiver from these requirements, subject to review by the Made in America Office. The DOI may waive the application of the domestic content procurement preference in any case in which it is determined that one of the below circumstances applies: 1.Non-availability Waiver: the types of iron, steel, manufactured products, or construction materials are not produced in the United States in sufficient and reasonably available quantities or of a satisfactory quality; 2.Unreasonable Cost Waiver: the inclusion of iron, steel, manufactured products, or construction materials produced in the United States will increase the cost of the overall project by more than 25 percent; or 3. Public Interest Waiver: applying the domestic content procurement preference would be inconsistent with the public interest. There may be instances where an award qualifies, in whole or in part, for an existing DOI general applicability waiver as described at: https://www.doi.gov/grants/BuyAmerica/ GeneralApplicabilityWaivers. If the specific financial assistance agreement, infrastructure project, or non-domestic materials meets the criteria of an existing general applicability waiver within the limitations defined within the waiver, the recipient is not required to request a separate waiver for non-domestic materials. Grant Contract Agreement template for Competitively awarded, single/sole source, or formula grant process to Municipality FY24: Updated October 2023 12 If a general applicability waiver does not already apply, and a recipient believes that one of the above circumstances applies to an award, a request to waive the application of the domestic content procurement preference may be submitted to the financial assistance awarding officer in writing. Waiver requests shall include the below information. The waiver shall not include any Privacy Act information, sensitive data, or proprietary information within their waiver request. Waiver requests will be posted to https://www.doi.gov/grants/buyamerica and are subject to public comment periods of no less than 15 days. Waiver requests will also be reviewed by the Made in America Office. 1.Type of waiver requested (non-availability, unreasonable cost, or public interest) 2. Requesting entity and Unique Entity Identifier (UEI) submitting the request. 3. Department of Interior Bureau or Office who issued the award. 4.Federal financial assistance listing name and number (reference block 2 on DOI Notice of Award) 5.Financial assistance title of project (reference block 8 on DOI Notice of Award). 6.Federal Award Identification Number (FAIN). 7. Federal funding amount (reference block 11.m. on DO Notice of Award). 8. Total cost of Infrastructure expenditures (includes federal and non-federal funds to the extent known). 9. Infrastructure project description(s) and location(s) (to the extent known). 10. List of iron or steel item(s), manufactured goods, and construction material(s) the recipient seeks to waive from Buy America requirements. Include the name, cost, countries of origin (if known), and relevant PSC or NAICS code for each. 11.A certification that the recipient made a good faith effort to solicit bids for domestic products supported by terms included in requests for proposals, contracts, and nonproprietary communications with the prime contractor. 12.A statement of waiver justification, including a description of efforts made (e.g., market research, industry outreach) by the recipient, in an attempt to avoid the need for a waiver. Such a justification may cite, if applicable, the absence of any Buy America-compliant bids received in response to a solicitation. 13. Anticipated impact if no waiver is issued. Approved waivers will be posted at https://www.doi.gov/grants/BuyAmerica/ApprovedWaivers; recipients requesting a waiver will be notified of their waiver request determination by an awarding officer. Questions pertaining to waivers should be directed to the financial assistance awarding officer. Definitions “Construction materials” includes an article, material, or supply that is or consists primarily of: •non-ferrous metals; Grant Contract Agreement template for Competitively awarded, single/sole source, or formula grant process to Municipality FY24: Updated October 2023 13 •plastic and polymer-based products (including polyvinylchloride, composite building materials, and polymers used in fiber optic cables); •glass (including optic glass); •lumber; or •drywall. “Construction Materials” does not include cement and cementitious materials, aggregates such as stone, sand, or gravel, or aggregate binding agents or additives. “Domestic content procurement preference’’ means all iron and steel used in the project are produced in the United States; the manufactured products used in the project are produced in the United States; or the construction materials used in the project are produced in the United States. “Infrastructure” includes, at a minimum, the structures, facilities, and equipment for, in the United States, roads, highways, and bridges; public transportation; dams, ports, harbors, and other maritime facilities; intercity passenger and freight railroads; freight and intermodal facilities; airports; water systems, including drinking water and wastewater systems; electrical transmission facilities and systems; utilities; broadband infrastructure; and buildings and real property. Infrastructure includes facilities that generate, transport, and distribute energy. ‘‘Project’’ means the construction, alteration, maintenance, or repair of infrastructure in the United States 8.Minority Business Enterprise Development. Pursuant to Executive Order 12432 it is national policy to award a fair share of contracts to small and minority firms. NPS is strongly committed to the objectives of this policy and encourages all recipients of its Cooperative Agreements to take affirmative steps to ensure such fairness by ensuring procurement procedures are carried out in accordance with the Executive Order. 9.Program Income. If the Grantee earns program income, as defined in 2 CFR § 200.1, during the period of performance of this agreement, to the extent available the Grantee must disburse funds available from program income, and interest earned on such funds, before requesting additional cash payments (2 CFR § 200.305 (5)). As allowed under 2 CFR § 200.307, program income may be added to the Federal award by the Federal agency and the non-Federal entity. The program income must be used for the purposes, and under the conditions of, the Federal award. Disposition of program income remaining after the end of the period of performance shall be negotiated as part of the agreement closeout process. 10.Rights in Data. The Grantee must grant the United States of America a royalty–free, non– exclusive and irrevocable license to publish, reproduce and use, and dispose of in any manner and for any purpose without limitation, and to authorize or ratify publication, reproduction or use by others, of all copyrightable material first produced or composed under this Agreement by the Recipient, its employees or any individual or concern specifically employed or assigned to originate and prepare such material. 11.Conflict of Interest (a)Applicability (1)This section intends to ensure that non-Federal entities and their employees take appropriate steps to avoid conflicts of interest in their responsibilities under or with respect to Federal financial assistance agreements. Grant Contract Agreement template for Competitively awarded, single/sole source, or formula grant process to Municipality FY24: Updated October 2023 14 (2)In the procurement of supplies, equipment, construction, and services by recipients and by subrecipients, the conflict of interest provisions in 2 CFR §200.318 apply. (b)Requirements (1)Non-Federal entities must avoid prohibited conflicts of interest, including any significant financial interests that could cause a reasonable person to question the recipient's ability to provide impartial, technically sound, and objective performance under or with respect to a Federal financial assistance agreement. (2)In addition to any other prohibitions that may apply with respect to conflicts of interest, no key official of an actual or proposed recipient or subrecipient, who is substantially involved in the proposal or project, may have been a former Federal employee who, within the last one (1) year, participated personally and substantially in the evaluation, award, or administration of an award with respect to that recipient or subrecipient or in development of the requirement leading to the funding announcement. (3)No actual or prospective recipient or subrecipient may solicit, obtain, or use non- public information regarding the evaluation, award, or administration of an award to that recipient or subrecipient or the development of a Federal financial assistance opportunity that may be of competitive interest to that recipient or subrecipient. (c)Notification. Non-Federal entities, including applicants for financial assistance awards, must disclose in writing any conflict of interest to the DOI awarding agency or pass- through entity in accordance with 2 CFR § 200.112, Conflicts of interest. (d)Grantees must establish internal controls that include, at a minimum, procedures to identify, disclose, and mitigate or eliminate identified conflicts of interest. The recipient is responsible for notifying the Financial Assistance Officer in writing of any conflicts of interest that may arise during the life of the award, including those that have been reported by subrecipients. Restrictions on Lobbying. Non-Federal entities are strictly prohibited from using funds under this grant or cooperative agreement for lobbying activities and must provide the required certifications and disclosures pursuant to 43 CFR Part 18 and 31 USC § 1352. (e)Review Procedures. The Financial Assistance Officer will examine each conflict-of-interest disclosure on the basis of its particular facts and the nature of the proposed grant or cooperative agreement and will determine whether a significant potential conflict exists and, if it does, develop an appropriate means for resolving it. (f)Enforcement. Failure to resolve conflicts of interest in a manner that satisfies the Government may be cause for termination of the award. Failure to make required disclosures may result in any of the remedies described in 2 CFR § 200.338, Remedies for Noncompliance, including suspension or debarment (see also 2 CFR Part 180). Grant Contract Agreement template for Competitively awarded, single/sole source, or formula grant process to Municipality FY24: Updated October 2023 15 1. STATE ENCUMBRANCE VERIFICATION Individual certifies that funds have been encumbered as required by Minn. Stat. § 16A.15 Signed: Date: SWIFT Contract/PO No(s). 2. GRANTEE The Grantee certifies that the appropriate person(s) have executed the grant contract agreement on behalf of the Grantee as required by applicable articles, bylaws, resolutions, or ordinances. By: Title: Date: By: Title: Date: 3. STATE AGENCY By: (with delegated authority) Title: Date: Distribution: Agency Grantee State’s Authorized Representative Attachment A - Project Budget Project Component Cottage GroveRecipient:City of Oltman ParkLW27-01478Grant: Project Scope The City of Cottage Grove will develop 3 multi use athletic fields, a playground, picnic shelter, walkways and parking. Grant Amount: Playground - 100 x 49, equipment, surfacing, installation $350,000 Walkways -3” Bituminous Trail – 450tn 8’ wide Backfill/Aggregate base – 1,400tn. Picnic Shelter - 800sf Steel Picnic Shelter w/ concrete base (40’x20’) Athletic Fields - 3 120 yd x 60 yd multi purpose fields $150,000 $75,000 $75,000 $250,000 Total Cost Cost $700,000 Notes / Conditions $50,000 Local Match: Total Cost: $350,000 $700,000 Landscaping - Trees (overstory deciduous/coniferous), Ornamental Trees, Entry Landscaping (shrubs/perennials) Parking -Concrete Curb & Gutter – 1,500lf., Bituminous Parking Lot (4,000sy) Aggregate Subbase—6,000tn $100,000 DRAFT November 202202/15/20232. Boundary MapϲϮϬϭϲϲƚŚ^ƚƌĞĞƚ^ŽƵƚŚ͕ŽƚƚĂŐĞ'ƌŽǀĞ͕DEϱϱϬϭϲͲϮϲϴϱtĂƐŚŝŶŐƚŽŶŽƵŶƚLJϰϰ͘ϴϱϯϮ͕ͲϵϮ͘ϵϴϭϱϭϯ͘ϴϮĂĐƌĞƐJennifer BubkeDigitally signed by JenniferBubke Date: 2024.02.12 16:40:49 -06'00'- LWCF Boundary Map 27-01478**Land owned by Independent School District No. 833 and granted permanent easement to the City of Cottage Grove.DRAFT 1 ATTACHMENT C LWCF GENERAL PROVISIONS Part I – Definitions A.The term "NPS" as used herein means the National Park Service, United States Department of the Interior (DOI). B.The term "Director" as used herein means the Director of the National Park Service, or any representative lawfully delegated the authority to act for such Director. C.The term "Secretary" as used herein means the Secretary of the Interior, or any representative lawfully delegated the authority to act for such Secretary. D.The term "State" as used herein means the State, Territory, or District of Columbia that is a party to the grant agreement to which these general provisions are attached, and, when applicable, the political subdivision or other public agency to which funds are to be subawarded pursuant to this agreement. Wherever a term, condition, obligation, or requirement refers to the State, such term, condition, obligation, or requirement shall also apply to the political subdivision or public agency, except where it is clear from the nature of the term, condition, obligation, or requirement that it applies solely to the State. For purposes of these provisions, the terms "State," "grantee," and "recipient" are deemed synonymous. E.The term “Land and Water Conservation Fund” or “LWCF” as used herein means the Financial Assistance to States section of the LWCF Act (Public Law 88-578, 78 Stat 897, codified at 54 U.S.C. § 2003), which is administered by the NPS. F.The term "Manual" as used herein means the Land and Water Conservation Fund State Assistance Program Manual, Volume 71 (March 11, 2021). G.The term "project" as used herein refers to an LWCF grant, which is subject to the grant agreement and/or its subsequent amendments. Part II - Continuing Assurances The parties to the grant agreement specifically recognize that accepting LWCF assistance for the project creates an obligation to maintain the property described in the agreement and supporting application documentation consistent with the LWCF Act and the following requirements. Further, it is the acknowledged intent of the parties hereto that recipients of LWCF assistance will use the monies granted hereunder for the purposes of this program, and that assistance granted from the LWCF will result in a net increase, commensurate at least with the Federal cost-share, in a participant's outdoor recreation. It is intended by both parties hereto that the LWCF assistance will be added to, rather than replace or be substituted for, the State and/or local outdoor recreation funds. A.The State agrees, as the recipient of the LWCF assistance, that it will meet these LWCF General Provisions, and the terms and provisions as contained or referenced in, or attached to, the NPS grant agreement and that it will further impose these terms and provisions upon any political subdivision or public agency to which funds are subawarded pursuant to the grant agreement. The State also agrees DRAFT 2 that it shall be responsible for compliance with the terms and provisions of the agreement by such a political subdivision or public agency and that failure by such political subdivision or public agency to so comply shall be deemed a failure by the State to comply. B.The State agrees that the property described in the grant agreement and depicted on the signed and dated project boundary map made part of that agreement is being acquired or developed with LWCF assistance, or is integral to such acquisition or development, and that, without the approval of the Secretary, it shall not be converted to other than public outdoor recreation use but shall be maintained in public outdoor recreation in perpetuity or for the term of the lease in the case of property leased from a federal agency. The Secretary shall approve such a conversion only if it is found to be in accord with the then existing statewide comprehensive outdoor recreation plan and only upon such conditions deemed necessary to assure the substitution of other recreation properties of at least equal fair market value and of reasonably equivalent usefulness and location (54 U.S.C. 200305(f)(3)). The LWCF post- completion compliance regulations at 36 C.F.R. Part 59 provide further requirements. The replacement land then becomes subject to LWCF protection. The approval of a conversion shall be at the sole discretion of the Secretary, or her/his designee. Prior to the completion of this project, the State and the Director may mutually agree to alter the area described in the grant agreement and depicted in the signed and dated project boundary map to provide the most satisfactory public outdoor recreation unit, except that acquired parcels are afforded LWCF protection as soon as reimbursement is provided. In the event the NPS provides LWCF assistance for the acquisition and/or development of property with full knowledge that the project is subject to reversionary rights and outstanding interests, conversion of said property to other than public outdoor recreation use as a result of such right or interest being exercised will occur. In receipt of this approval, the State agrees to notify the NPS of the potential conversion as soon as possible and to seek approval of replacement property in accord with the conditions set forth in these provisions and the program regulations. The provisions of this paragraph are also applicable to: leased properties developed with LWCF assistance where such lease is terminated prior to its full term due to the existence of provisions in such lease known and agreed to by the NPS; and properties subject to other outstanding rights and interests that may result in a conversion when known and agreed to by the NPS. C.The State agrees that the benefit to be derived by the United States from the full compliance by the State with the terms of this agreement is the preservation, protection, and the net increase in the quality and quantity of public outdoor recreation facilities and resources that are available to the people of the State and of the United States, and such benefit exceeds to an immeasurable and unascertainable extent the amount of money furnished by the United States by way of assistance under the terms of this agreement. The State agrees that payment by the State to the United States of an amount equal to the amount of assistance extended under this agreement by the United States would be inadequate compensation to the United States for any breach by the State of this agreement. The State further agrees, therefore, that the appropriate remedy in the event of a breach by the State of this agreement shall be the specific performance of this agreement or the submission and approval of a conversion request as described in Part II.B above. D.The State agrees to comply with the policies and procedures set forth in the Manual. Provisions of said Manual are incorporated into and made a part of the grant agreement. E.The State agrees that the property and facilities described in the grant agreement shall be operated and maintained as prescribed by Manual requirements and published post- completion compliance DRAFT 3 regulations (36 C.F.R Part 59). F.The State agrees that a notice of the grant agreement shall be recorded in the public property records (e.g., registry of deeds or similar) of the jurisdiction in which the property is located, to the effect that the property described and shown in the scope of the grant agreement and the signed and dated project boundary map made part of that agreement, has been acquired or developed with LWCF assistance and that it cannot be converted to other than public outdoor recreation use without the written approval of the Secretary as described in Part II.B above. G.Nondiscrimination 1.By signing the LWCF agreement, the State certifies that it will comply with all Federal laws relating to nondiscrimination as outlined in Section V of the Department of the Interior Standard Award Terms and Conditions. 2.The State shall not discriminate against any person on the basis of residence, except to the extent that reasonable differences in admission or other fees may be maintained on the basis of residence, as set forth in 54 U.S.C. § 200305(i) and the Manual. Part III - Project Assurances A.Project Application 1.The Application for Federal Assistance bearing the same project number as the Grant Agreement and associated documents is by this reference made a part of the agreement. 2.The State possesses legal authority to apply for the grant, and to finance and construct the proposed facilities. A resolution, motion, or similar action has been duly adopted or passed authorizing the filing of the application, including all understandings and assurances contained herein, and directing and authorizing the person identified as the official representative of the State to act in connection with the application and to provide such additional information as may be required. 3.The State has the capability to finance the non-Federal share of the costs for the project. Sufficient funds will be available to assure effective operation and maintenance of the facilities acquired or developed by the project. B.Project Execution 1.The State shall transfer to the project sponsor identified in the Application for Federal Assistance all funds granted hereunder except those reimbursed to the State to cover eligible expenses derived from a current approved negotiated indirect cost rate agreement. 2.The State will cause work on the project to start within a reasonable time after receipt of notification that funds have been approved and assure that the project will be implemented to completion with reasonable diligence. 3.The State shall secure completion of the work in accordance with approved construction plans and specifications, and shall secure compliance with all applicable Federal, State, and local laws and regulations.DRAFT 4 4.The State will provide for and maintain competent and adequate architectural/engineering supervision and inspection at the construction site to insure that the completed work conforms with the approved plans and specifications; that it will furnish progress reports and such other information as the NPS may require. 5.In the event the project cannot be completed in accordance with the plans and specifications for the project, the State shall bring the project to a point of recreational usefulness agreed upon by the State and the Director or her/his designee in accord with Section III.C below. 6.As referenced in the DOI Standard Terms and Conditions, the State will ensure the project’s compliance with applicable federal laws and their implementing regulations, including: the Architectural Barriers Act of 1968 (P.L. 90-480) and DOI’s Section 504 Regulations (43 CFR Part 17); the Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (P.L. 91- 646) and applicable regulations; and the Flood Disaster Protection Act of 1973 (P.L. 93-234). 7.The State will comply with the provisions of: Executive Order (EO) 11988, relating to evaluation of flood hazards; EO 11288, relating to the prevention, control, and abatement or water pollution, and EO 11990 relating to the protection of wetlands. 8.The State will assist the NPS in its compliance with Section 106 of the National Historic Preservation Act of 1966 (54 U.S.C. § 306108) and the Advisory Council on Historic Preservation regulations (36 C.F.R. Part 800) by adhering to procedural requirements while considering the effect of this grant award on historic properties. The Act requires federal agencies to take into account the effects of their undertaking (grant award) on historic properties by following the process outlined in regulations. That process includes (1)initiating the process through consultation with the State Historic Preservation Officer and others on the undertaking, as necessary, by (2) identifying historic properties listed on or eligible for inclusion on the National Register of Historic Places that are subject to effects by the undertaking, and notifying the NPS of the existence of any such properties, by (3) assessing the effects of the undertaking upon such properties, if present, and by (4) resolving adverse effects through consultation and documentation according to 36 C.F.R. §800.11. If an unanticipated discovery is made during implementation of the undertaking, the State in coordination with NPS shall consult per provisions of 36 C.F.R. §800.13. 9.The State will assist the NPS in its compliance with the National Environmental Policy Act of 1969, as amended (42 U.S.C. §4321 et seq) and the CEQ regulations (40 C.F.R. §1500-1508), by adhering to procedural requirements while considering the consequences of this project on the human environment. This Act requires Federal agencies to take into account the reasonably foreseeable environmental consequences of all grant-supported activities. Grantees are required to provide the NPS with a description of any foreseeable impacts to the environment from grant-supported activities or demonstrate that no impacts will occur through documentation provided to the NPS. The applicant must submit an Application & Revision Form in order to assist the NPS in determining the appropriate NEPA pathway when grant-assisted development and other ground disturbing activities are expected. If a Categorical Exclusion (CE) is the appropriate NEPA pathway, the NPS will confirm which CE, according to NPS Director's Order 12, applies. C.Project Termination DRAFT 5 1.The Director may temporarily suspend Federal assistance under the project pending corrective action by the State or pending a decision to terminate the grant by the NPS. 2.The State may unilaterally terminate the project at any time prior to the first payment on the project. After the initial payment, the project may be terminated, modified, or amended by the State only by mutual agreement with the NPS. 3.The Director may terminate the project in whole, or in part, at any time before the date of completion whenever it is determined that the grantee has failed to comply with the conditions of the grant. The Director will promptly notify the State in writing of the determination and the reasons for the termination, together with the effective date. Payments made to States or recoveries by the NPS under projects terminated for cause shall be in accord with the legal rights and liabilities of the parties. 4.The Director or State may terminate grants in whole or in part at any time before the date of completion when both parties agree that the continuation of the project would not produce beneficial results commensurate with the further expenditure of funds. The two parties shall agree upon the termination conditions, including the effective date and, in the case of partial termination, the portion to be terminated. The grantee shall not incur new obligations for the terminated portion after the effective date and shall cancel as many outstanding obligations as possible. The NPS may allow full credit to the State for the Federal share of the non-cancelable obligations, properly incurred by the grantee prior to termination. D.Termination either for cause or for convenience requires that the project in question be brought to a state of recreational usefulness agreed upon by the State and the Director or that all funds provided by the NPS be returned.DRAFT 1 City Council Action Request 8.A. Meeting Date 8/21/2024 Department Finance Agenda Category Action Item Title Approve Disbursements Staff Recommendation Approve disbursements from 08-01-2024 through 08-15-2024 in the amount of $3,179,715.12 Budget Implication N/A Attachments 1. Expense Approval Report 8-21-2024 - Council Meeting 2. Payroll Check Register 08-21-2024 Council Meeting 8/15/2024 10:55:32 AM Page 1 of 27 Expense Approval Report Cottage Grove By Vendor Name Payment Dates 8/1/2024 - 8/15/2024 AmountPayable NumberPayment DatePayment NumberVendor Name Description (Item) Vendor: VEN37332 - 814 CRE LLC 12,375.002024080708/14/2024224701814 CRE LLC RETURN ESCROW- O2B KIDS Vendor VEN37332 - 814 CRE LLC Total:12,375.00 Vendor: VEN31355 - ACE TRAILER SALES 21.9545673108/07/2024224650ACE TRAILER SALES BEARING KIT- 7005/37928 Vendor VEN31355 - ACE TRAILER SALES Total:21.95 Vendor: VEN20033 - ACUSHNET COMPANY 74.7291840223108/14/2024224702ACUSHNET COMPANY PROSHOP MERCHANDISE Vendor VEN20033 - ACUSHNET COMPANY Total:74.72 Vendor: VEN32245 - ADAM WELCH 480.002024062808/07/2024224651ADAM WELCH HOCKEY CAMP INSTRUCTOR Vendor VEN32245 - ADAM WELCH Total:480.00 Vendor: VEN35068 - AI TECHNOLOGIES LLC 368.002001108202408/15/202418859AI TECHNOLOGIES LLC AUG BENEFITS ADMINISTRATION FEES Vendor VEN35068 - AI TECHNOLOGIES LLC Total:368.00 Vendor: VEN33229 - AMAZON FULFILLMENT SERVICES, INC. 21.581GWY-M9VH-6F1R08/07/202418813AMAZON FULFILLMENT SERVI…TAP AND DIE SET - FLEET 27.131T7R-R43T-33WQ08/07/202418813AMAZON FULFILLMENT SERVI…3 RING BINDER 20.881JKC-JT14-3K3T08/07/202418813AMAZON FULFILLMENT SERVI…3 RING BINDERS 299.851H1C-LKCL-13GW08/07/202418813AMAZON FULFILLMENT SERVI…BOOT COVERS - WATER 306.201DLT-FF7H-NP1408/07/202418813AMAZON FULFILLMENT SERVI…FIRST AID KITS/TOURNIQUETS- PW 306.201DLT-FF7H-NP1408/07/202418813AMAZON FULFILLMENT SERVI…FIRST AID KITS/TOURNIQUETS- PW 306.201DLT-FF7H-NP1408/07/202418813AMAZON FULFILLMENT SERVI…FIRST AID KITS/TOURNIQUETS- PW 43.9817LN-3HM7-4CRC08/07/202418813AMAZON FULFILLMENT SERVI…HEAVY DUTY EXTENSION CORD 269.991CPJ-TVMC-4RK308/07/202418813AMAZON FULFILLMENT SERVI…LED SMART TV 51.9811FD-KW1X-DGQT08/15/202418860AMAZON FULFILLMENT SERVI…LYCARESUN DRUM PUMP - PW 99.411KR1-9VMT-DGHX08/15/202418860AMAZON FULFILLMENT SERVI…FIRE ENTINGUISHER & OUT OF SERVICE SAFETY SIGNS-PW 53.931Y34-7KP1-J4NG08/15/202418860AMAZON FULFILLMENT SERVI…CHAINSAW OIL Vendor VEN33229 - AMAZON FULFILLMENT SERVICES, INC. Total:1,807.33 Vendor: VEN01045 - AMERICAN ENGINEERING TESTING INC 5,865.85INV-20388708/07/202418814AMERICAN ENGINEERING TES…JAMAICA MILL& OVERLAY 8,048.95INV-20388708/07/202418814AMERICAN ENGINEERING TES…2024 PAVEMENT MANAGEMENT Vendor VEN01045 - AMERICAN ENGINEERING TESTING INC Total:13,914.80 Vendor: VEN01079 - AMERICAN FLAGPOLE AND FLAG COMPANY 79.8519254108/14/2024224703AMERICAN FLAGPOLE AND FL…2 INDOOR MN 2024 FLAGS FOR PW & CITY HALL 79.8519254108/14/2024224703AMERICAN FLAGPOLE AND FL…2 INDOOR MN 2024 FLAGS FOR PW & CITY HALL Vendor VEN01079 - AMERICAN FLAGPOLE AND FLAG COMPANY Total:159.70 Vendor: VEN37330 - AMERICAN WATERWORKS 257.252024080608/14/2024224704AMERICAN WATERWORKS BUILDING PERMIT#2024- 029471 58.0020240806-A08/14/2024224704AMERICAN WATERWORKS PLUMBIMG PERMIT#2024- 029695 Vendor VEN37330 - AMERICAN WATERWORKS Total:315.25 Expense Approval Report Payment Dates: 8/1/2024 - 8/15/2024 8/15/2024 10:55:32 AM Page 2 of 27 AmountPayable NumberPayment DatePayment NumberVendor Name Description (Item) Vendor: VEN20021 - API GARAGE DOOR INC 3,655.52Z28062908/07/2024224652API GARAGE DOOR INC CITY HALL GARAGE SPRING SERVICE Vendor VEN20021 - API GARAGE DOOR INC Total:3,655.52 Vendor: VEN02096 - BEACON ATHLETICS LLC 117.00596870-IN08/15/202418861BEACON ATHLETICS LLC 25 PACK OF MISSLE MARKERS 1,085.60596913-IN08/15/202418861BEACON ATHLETICS LLC GROOMING RAKES/FOAM BASE PLUGS/ANCHORS-PARKS Vendor VEN02096 - BEACON ATHLETICS LLC Total:1,202.60 Vendor: VEN36860 - BEAUDRY OIL & SERVICE INC 4,992.33268020808/14/2024224705BEAUDRY OIL & SERVICE INC 1710.90 DYED DIESEL 10,070.29111562908/14/2024224705BEAUDRY OIL & SERVICE INC 4,000 UNLEADED GASOLINE 6,973.49111563008/14/2024224705BEAUDRY OIL & SERVICE INC 2,300 DYED DIESEL 1,377.28111563108/14/2024224705BEAUDRY OIL & SERVICE INC 501 DYED DIESEL Vendor VEN36860 - BEAUDRY OIL & SERVICE INC Total:23,413.39 Vendor: VEN34204 - BENEFIT EXTRAS, INC. 944.7512367108/15/202418862BENEFIT EXTRAS, INC. FEES - COBRA/RETIREE BILLING/HRA & FLEX ADMIN- AUG Vendor VEN34204 - BENEFIT EXTRAS, INC. Total:944.75 Vendor: VEN32569 - BERTELSON BROTHERS, INC 273.39M-65575307/31/202408/15/202418863BERTELSON BROTHERS, INC JULY OFFICE SUPPLIES 103.75M-65575307/31/202408/15/202418863BERTELSON BROTHERS, INC JULY OFFICE SUPPLIES 441.46M-65575307/31/202408/15/202418863BERTELSON BROTHERS, INC JULY OFFICE SUPPLIES Vendor VEN32569 - BERTELSON BROTHERS, INC Total:818.60 Vendor: VEN02288 - BOUND TREE MEDICAL, LLC 1,001.748542107608/07/202418815BOUND TREE MEDICAL, LLC EMS SUPPLIES 286.418543070008/07/202418815BOUND TREE MEDICAL, LLC EMS SUPPLIES 68.588543273808/07/202418815BOUND TREE MEDICAL, LLC EMS SUPPLIES 229.748543918108/15/202418864BOUND TREE MEDICAL, LLC EMS SUPPLIES Vendor VEN02288 - BOUND TREE MEDICAL, LLC Total:1,586.47 Vendor: VEN02306 - BRAUN INTERTEC CORPORATION 12,240.50B39274608/07/202418816BRAUN INTERTEC CORPORATI…2024 MILL & OVERLAY 537.00B39371708/07/202418816BRAUN INTERTEC CORPORATI…WELL 9 INTERIM WATER TREATMENT 10,123.00B39371908/07/202418816BRAUN INTERTEC CORPORATI…LOW ZONE WATER TREATMENT FACILITY Vendor VEN02306 - BRAUN INTERTEC CORPORATION Total:22,900.50 Vendor: VEN35273 - BREAKTHRU BEVERAGE MINNESOTA BEER LLC 797.4011686138208/14/2024224706BREAKTHRU BEVERAGE MINN…BEER FOR CLUBHOUSE 298.0011696872808/07/2024224653BREAKTHRU BEVERAGE MINN…BEER FOR CLUBHOUSE 374.6011696928508/07/2024224653BREAKTHRU BEVERAGE MINN…BEER FOR CLUBHOUSE 89.0011707879508/14/2024224706BREAKTHRU BEVERAGE MINN…BEER FOR CLUBHOUSE 830.0011708167408/14/2024224706BREAKTHRU BEVERAGE MINN…BEER FOR CLUBHOUSE Vendor VEN35273 - BREAKTHRU BEVERAGE MINNESOTA BEER LLC Total:2,389.00 Vendor: VEN33107 - BURGGRAF'S ACE HARDWARE OF COTTAGE GROVE CO. 99.98623308/14/2024224707BURGGRAF'S ACE HARDWARE…CM WRENCH SET - PARKS 100.93624308/14/2024224707BURGGRAF'S ACE HARDWARE…SHRINK TUBE KIT/SOLDERING ROSIN CORE-WATER Vendor VEN33107 - BURGGRAF'S ACE HARDWARE OF COTTAGE GROVE CO. Total:200.91 Vendor: VEN03436 - C & E AUTO UPHOLSTERY 260.002678008/07/202418817C & E AUTO UPHOLSTERY CLOTHS PANELS- 1404/37770 Vendor VEN03436 - C & E AUTO UPHOLSTERY Total:260.00 Vendor: VEN03001 - CALLAWAY GOLF 237.7293817503708/14/2024224708CALLAWAY GOLF PROSHOP MERCHANDISE 118.8693822706208/14/2024224708CALLAWAY GOLF PROSHOP MERCHANDISE Expense Approval Report Payment Dates: 8/1/2024 - 8/15/2024 8/15/2024 10:55:32 AM Page 3 of 27 AmountPayable NumberPayment DatePayment NumberVendor Name Description (Item) 1,390.2693826765708/14/2024224708CALLAWAY GOLF PROSHOP MERCHANDISE Vendor VEN03001 - CALLAWAY GOLF Total:1,746.84 Vendor: VEN32194 - CAPSTONE HOMES, INC 5,065.002024080208/07/202418818CAPSTONE HOMES, INC REFUND ESCROW - 10258 GOODVIEW CIR S 5,065.002024080808/15/202418865CAPSTONE HOMES, INC REFUND ESCROW - 10210 GOODVIEW CIR S Vendor VEN32194 - CAPSTONE HOMES, INC Total:10,130.00 Vendor: VEN03922 - CENTERPOINT ENERGY 32.468000015730-7 AUG 2408/14/2024224709CENTERPOINT ENERGY FIRE #3 GAS USAGE - 6/24/24 - 7/23/24 41.958000015730-7 AUG 2408/14/2024224709CENTERPOINT ENERGY PW STORAGE BLDG GAS USAGE - 6/24/24 - 7/23/24 17.748000015730-7 AUG 2408/14/2024224709CENTERPOINT ENERGY LAMAR PARK BLDG GAS USAGE - 6/24/24 - 7/23/24 17.748000015730-7 AUG 2408/14/2024224709CENTERPOINT ENERGY WARMING HOUSE GAS USAGE - 6/24/24 - 7/23/24 34.268000015730-7 AUG 2408/14/2024224709CENTERPOINT ENERGY RIVER OAKS PRO SHOP GAS USAGE - 6/24/24 - 7/23/24 38.928000015730-7 AUG 2408/14/2024224709CENTERPOINT ENERGY RIVER OAKS MAINT BLDG GAS USAGE - 6/24/24 - 7/23/2 508.658000015730-7 AUG 2408/14/2024224709CENTERPOINT ENERGY CLUBHOUSE GAS USAGE - 6/24/24 - 7/23/24 Vendor VEN03922 - CENTERPOINT ENERGY Total:691.72 Vendor: VEN35388 - CENTRAL MCGOWAN INC 19.8032078008/14/2024224710CENTRAL MCGOWAN INC CO2/NITROGEN CYLINDER RENTAL Vendor VEN35388 - CENTRAL MCGOWAN INC Total:19.80 Vendor: VEN29526 - CENTURY LINK 64.12333523073 AUG 2408/07/2024224654CENTURY LINK AUG 2024 - 333523073 293.16333691208 AUG 2408/07/2024224654CENTURY LINK AUG 2024 -333691208 175.84333772164 AUG 2408/07/2024224654CENTURY LINK AUG 2024 - 333772164 64.12333785026 AUG 2408/07/2024224654CENTURY LINK AUG 2024 - 333785026 136.94333952332 AUG 2408/07/2024224654CENTURY LINK AUG 2024 -333952332 335.83334024018 AUG 2408/07/2024224654CENTURY LINK AUG 2024 - 334024018 Vendor VEN29526 - CENTURY LINK Total:1,070.01 Vendor: VEN33565 - CINTAS CORPORATION NO. 2 84.88419991593808/07/202418819CINTAS CORPORATION NO. 2 RIVER OAKS UNIFORM SVC 6.81420005752408/07/202418819CINTAS CORPORATION NO. 2 PW UNIFORM SVC 15.62420005752408/07/202418819CINTAS CORPORATION NO. 2 PW UNIFORM SVC 36.44420005752408/07/202418819CINTAS CORPORATION NO. 2 PW UNIFORM SVC 15.62420005752408/07/202418819CINTAS CORPORATION NO. 2 PW UNIFORM SVC 88.85420031349208/07/202418819CINTAS CORPORATION NO. 2 MAT SERVICE - CENTRAL FIRE 88.55420063296808/15/202418866CINTAS CORPORATION NO. 2 RIVER OAKS UNIFORM SVC 6.81420073476708/15/202418866CINTAS CORPORATION NO. 2 PW UNIFORM SVC 52.50420073476708/15/202418866CINTAS CORPORATION NO. 2 PW UNIFORM SVC 36.44420073476708/15/202418866CINTAS CORPORATION NO. 2 PW UNIFORM SVC 52.30420073476708/15/202418866CINTAS CORPORATION NO. 2 PW UNIFORM SVC 74.10522372756108/15/202418866CINTAS CORPORATION NO. 2 MEDICAL CABINET REFILL 162.47522372756108/15/202418866CINTAS CORPORATION NO. 2 MEDICAL CABINET REFILL Vendor VEN33565 - CINTAS CORPORATION NO. 2 Total:721.39 Vendor: VEN34860 - CITY OF BLOOMINGTON 557.502378508/14/2024224711CITY OF BLOOMINGTON LAB TESTING SERVICES - WATER Vendor VEN34860 - CITY OF BLOOMINGTON Total:557.50 Vendor: VEN03907 - CITY OF ST PAUL 490.00IN5929108/14/2024224712CITY OF ST PAUL CANINE BOARDING- SCOUT - 7/1/24-7/24/24 Expense Approval Report Payment Dates: 8/1/2024 - 8/15/2024 8/15/2024 10:55:32 AM Page 4 of 27 AmountPayable NumberPayment DatePayment NumberVendor Name Description (Item) 300.00IN5936108/14/2024224712CITY OF ST PAUL PDI TRAINING- K9 CASE LAW- S. WHELAN Vendor VEN03907 - CITY OF ST PAUL Total:790.00 Vendor: VEN35458 - CIVICPLUS LLC 12,440.6430164508/14/2024224713CIVICPLUS LLC CITY WEBSITE ANNUAL FEE - 07-24-2024-07/23/2025 11,353.8230470708/14/2024224713CIVICPLUS LLC CP PAY/CIVICREC ANNUAL FEE- 7/30/24-7/29/25 Vendor VEN35458 - CIVICPLUS LLC Total:23,794.46 Vendor: VEN03183 - COLLEGE CITY BEVERAGE, INC. 45.401813-0039708/15/202418867COLLEGE CITY BEVERAGE, INC.BEER FOR CLUBHOUSE 1,065.85104682208/15/202418867COLLEGE CITY BEVERAGE, INC.BEER FOR CLUBHOUSE 102.50104916108/15/202418867COLLEGE CITY BEVERAGE, INC.BEER FOR CLUBHOUSE 455.75104916108/15/202418867COLLEGE CITY BEVERAGE, INC.BEER FOR CLUBHOUSE 645.50105165608/15/202418867COLLEGE CITY BEVERAGE, INC.BEER FOR CLUBHOUSE Vendor VEN03183 - COLLEGE CITY BEVERAGE, INC. Total:2,315.00 Vendor: VEN35037 - COLLINS ELECTRICAL CONSTRUCTION CO 19,235.00244425.0108/14/2024224714COLLINS ELECTRICAL CONSTR…LIGHT POLE AND FOUNDATION REPAIR FROM ACCIDENT Vendor VEN35037 - COLLINS ELECTRICAL CONSTRUCTION CO Total:19,235.00 Vendor: VEN32389 - COMCAST 7,319.6321003754608/07/2024224655COMCAST CENTRAL FIRE FIBER ACCT#939010329-7-15-24- 8/14/24 Vendor VEN32389 - COMCAST Total:7,319.63 Vendor: VEN29508 - COTTAGE GROVE POLICE FEDERATION 1,705.00INV02574708/07/202418820COTTAGE GROVE POLICE FED…08/08/24 BIWEEKLY PAYROLL - 7/15/24-7/28/24 Vendor VEN29508 - COTTAGE GROVE POLICE FEDERATION Total:1,705.00 Vendor: VEN36151 - CRAFT HOMES LLC 5,495.002024080208/07/2024224656CRAFT HOMES LLC REFUND ESCROW - 9493 63RD ST S Vendor VEN36151 - CRAFT HOMES LLC Total:5,495.00 Vendor: VEN03011 - CRYSTEEL TRUCK EQUIPMENT INC 101.16FP19600908/15/202418868CRYSTEEL TRUCK EQUIPMENT …AMBER STROBE - 4201/37901 385.36FP19600408/07/202418821CRYSTEEL TRUCK EQUIPMENT …GRIP STEP KIT- 4206/37895 385.36FP19600508/07/202418821CRYSTEEL TRUCK EQUIPMENT …GRIP STEP KIT-4207/37896 Vendor VEN03011 - CRYSTEEL TRUCK EQUIPMENT INC Total:871.88 Vendor: VEN03012 - CUB FOODS 38.0316130714247808/07/2024224657CUB FOODS FOOD FOR CLUBHOUSE 7.7816130301960408/14/2024224715CUB FOODS FOOD FOR CLUBHOUSE Vendor VEN03012 - CUB FOODS Total:45.81 Vendor: VEN03013 - CULLIGAN-MILBERT COMPANY 77.95157X0234050808/14/2024224716CULLIGAN-MILBERT COMPANY SOLAR SALT 32.35157X0235320408/14/2024224716CULLIGAN-MILBERT COMPANY SOLAR SALT Vendor VEN03013 - CULLIGAN-MILBERT COMPANY Total:110.30 Vendor: VEN32300 - D R HORTON 1,000.002024080708/14/2024224717D R HORTON REFUND ESCROW - 6587 GENEVIEVE TRL S 8,000.002024080808/14/2024224717D R HORTON ESCROW RELEASE - 8858 JOLIET AVE S 8,000.0020240808-A08/14/2024224717D R HORTON ESCROW RELEASE - 8882 JOLIET AVE S 8,000.0020240808-B08/14/2024224717D R HORTON REFUND ESCROW - 8906 JOLIET AVE S 8,000.0020240808-C08/14/2024224717D R HORTON REFUND ESCROW - 8894 JOLIET AVE S 8,000.0020240808-D08/14/2024224717D R HORTON REFUND ESCROW - 8918 JOLIET AVE S Expense Approval Report Payment Dates: 8/1/2024 - 8/15/2024 8/15/2024 10:55:32 AM Page 5 of 27 AmountPayable NumberPayment DatePayment NumberVendor Name Description (Item) 8,000.0020240808-E08/14/2024224717D R HORTON REFUND ESCROW - 8930 JOLIET AVE S Vendor VEN32300 - D R HORTON Total:49,000.00 Vendor: VEN04013 - DAKOTA COUNTY TECHNICAL COLLEGE 800.00123838608/07/2024224658DAKOTA COUNTY TECHNICAL …PURSUIT&PIT/TVI REFRESHER- LINDEEN, KLIKA Vendor VEN04013 - DAKOTA COUNTY TECHNICAL COLLEGE Total:800.00 Vendor: VEN04244 - DIAMOND MOWERS, INC. 743.0326905708/15/202418869DIAMOND MOWERS, INC.BOLT KIT FRAME, SPACER - 8408/37942 Vendor VEN04244 - DIAMOND MOWERS, INC. Total:743.03 Vendor: VEN05003 - EARL F ANDERSEN, INC. 61.75136866-IN08/14/2024224718EARL F ANDERSEN, INC.ORANGE FLAG WITH STAFF Vendor VEN05003 - EARL F ANDERSEN, INC. Total:61.75 Vendor: VEN06020 - ELLIOTT AUTO SUPPLY 11.161-992206608/07/202418822ELLIOTT AUTO SUPPLY FUEL FILTER 202.5274-33692808/07/202418822ELLIOTT AUTO SUPPLY BATTERY -120.001-Q0751808/07/202418822ELLIOTT AUTO SUPPLY CORE RETURN 171.241-995093008/15/202418870ELLIOTT AUTO SUPPLY CLUTCH FAN - 3118/37955 Vendor VEN06020 - ELLIOTT AUTO SUPPLY Total:264.92 Vendor: VEN05028 - EMERGENCY APPARATUS MAINTENANCE, INC. 733.7513260708/07/202418823EMERGENCY APPARATUS MA…VEHICLE SERVICED-3116/37959 Vendor VEN05028 - EMERGENCY APPARATUS MAINTENANCE, INC. Total:733.75 Vendor: VEN30131 - ESS BROTHERS & SONS, INC. 900.00EE534108/15/202418871ESS BROTHERS & SONS, INC.QUICK SET REPAIR - STRONG SEAL - STORMWATER Vendor VEN30131 - ESS BROTHERS & SONS, INC. Total:900.00 Vendor: VEN32691 - ETERNITY HOMES LLC 54,200.572024080208/15/202418872ETERNITY HOMES LLC REFUND ESCROW - HAMLET HEIGHTS Vendor VEN32691 - ETERNITY HOMES LLC Total:54,200.57 Vendor: VEN33420 - ETHICAL LEADERS IN ACTION INC 2,000.00183608/15/202418873ETHICAL LEADERS IN ACTION …PUBLIC SAFETY TEAM DEVELOPMENT Vendor VEN33420 - ETHICAL LEADERS IN ACTION INC Total:2,000.00 Vendor: VEN06001 - F JOSEPH TAYLOR, P.A. 380.002024080108/07/2024224659F JOSEPH TAYLOR, P.A.JULY 2024 FORFEITURE SERVICES 13,927.0020240801-A08/07/2024224659F JOSEPH TAYLOR, P.A.JULY 2024 PROSECUTION SERVICES Vendor VEN06001 - F JOSEPH TAYLOR, P.A. Total:14,307.00 Vendor: VEN14433 - FERGUSON WATERWORKS #2518 -370.75CM04005908/14/2024224719FERGUSON WATERWORKS #2…VALVE RETURN FOR COMMUNITY GARDEN FROM INV#528161 3,340.0053372208/14/2024224719FERGUSON WATERWORKS #2…3" MACH 10 METER - WATER 623.9753408408/14/2024224719FERGUSON WATERWORKS #2…FLG KIT SET/MTR COUP - WATER Vendor VEN14433 - FERGUSON WATERWORKS #2518 Total:3,593.22 Vendor: VEN06092 - FERRELLGAS LP 87.54112722300708/07/202418824FERRELLGAS LP PROPANE-ICE 103.65112727197808/07/202418824FERRELLGAS LP PROPANE-ICE 150.17112733316008/07/202418824FERRELLGAS LP PROPANE-ICE 165.82112740266308/15/202418874FERRELLGAS LP PROPANE-ICE Vendor VEN06092 - FERRELLGAS LP Total:507.18 Expense Approval Report Payment Dates: 8/1/2024 - 8/15/2024 8/15/2024 10:55:32 AM Page 6 of 27 AmountPayable NumberPayment DatePayment NumberVendor Name Description (Item) Vendor: VEN34115 - FINE SHINE EXTERIORS INC 96.198062408/14/2024224720FINE SHINE EXTERIORS INC WINDOW CLEANING RIVER OAKS 96.198062408/14/2024224720FINE SHINE EXTERIORS INC WINDOW CLEANING RIVER OAKS Vendor VEN34115 - FINE SHINE EXTERIORS INC Total:192.38 Vendor: VEN06268 - FIRE SAFETY USA, INC. 230.0018951408/07/2024224660FIRE SAFETY USA, INC.MCLEOD TOOL Vendor VEN06268 - FIRE SAFETY USA, INC. Total:230.00 Vendor: VEN31978 - FIRST ADVANTAGE LNS 36.71250764240708/15/202418875FIRST ADVANTAGE LNS ANNUAL ENROLLMENT Vendor VEN31978 - FIRST ADVANTAGE LNS Total:36.71 Vendor: VEN31404 - FLEETPRIDE, INC 229.3211727586408/14/2024224721FLEETPRIDE, INC 14OZ NON-CHLOR BRAKLEEN - SS100 12.8311848625708/14/2024224721FLEETPRIDE, INC ABS SENSOR BRACKET - 4001/37875 32.9811850877108/14/2024224721FLEETPRIDE, INC MUD FLAPS - STOCK 5.9111842318008/14/2024224721FLEETPRIDE, INC EZ LUBE GREASE CAP - STOCK 185.7811858143008/07/2024224661FLEETPRIDE, INC FILTERS Vendor VEN31404 - FLEETPRIDE, INC Total:466.82 Vendor: VEN14420 - GENUINE PARTS COMPANY 229.952514-11571108/07/202418825GENUINE PARTS COMPANY TRANSMISSION FLUID 10.992514-11654308/07/202418825GENUINE PARTS COMPANY FREEZE-OFF PENETRANT- 8408/37942 13.492514-11677508/15/202418876GENUINE PARTS COMPANY SILICONE LUBRICANT Vendor VEN14420 - GENUINE PARTS COMPANY Total:254.43 Vendor: VEN07022 - GERLACH OUTDOOR POWER EQUIPMENT, INC. 90.7327183608/15/202418877GERLACH OUTDOOR POWER …GASKET,KNOB,PIPE,GROMMET ,CLIP - PARTSMISC/37911 24.8027183908/15/202418877GERLACH OUTDOOR POWER …1 QT OIL - PARTSMISC/37973 Vendor VEN07022 - GERLACH OUTDOOR POWER EQUIPMENT, INC. Total:115.53 Vendor: VEN07007 - GERTEN GREENHOUSES & GARDEN CENTER INC 913.84225078/1208/07/2024224662GERTEN GREENHOUSES & GA…PLANT GROWTH REGULATOR/FERTILIZER 139.8011316/808/07/2024224662GERTEN GREENHOUSES & GA…BROWN MULCH - PARKS 139.8011321/808/07/2024224662GERTEN GREENHOUSES & GA…BROWN MULCH - PARKS 139.8011326/808/07/2024224662GERTEN GREENHOUSES & GA…BROWN MULCH - PARKS 69.9011330/808/07/2024224662GERTEN GREENHOUSES & GA…BROWN MULCH - PARKS Vendor VEN07007 - GERTEN GREENHOUSES & GARDEN CENTER INC Total:1,403.14 Vendor: VEN32232 - GOODYEAR COMMERCIAL TIRE & SERVICE CENTERS 136.00124-111198908/07/2024224663GOODYEAR COMMERCIAL TIR…STOCK TIRES Vendor VEN32232 - GOODYEAR COMMERCIAL TIRE & SERVICE CENTERS Total:136.00 Vendor: VEN15382 - GOPHER STATE ONE CALL 889.65407031808/15/202418878GOPHER STATE ONE CALL ONE CALL TICKETS Vendor VEN15382 - GOPHER STATE ONE CALL Total:889.65 Vendor: VEN35858 - GPS INDUSTRIES LLC 215.00REP001209208/14/2024224722GPS INDUSTRIES LLC REPAIR DAMAGED GPS UNIT 6,483.00CON12422208/14/2024224722GPS INDUSTRIES LLC CONNECT RENTAL/CONTROL/TRACKING- 8/15/24-9/14/24 Vendor VEN35858 - GPS INDUSTRIES LLC Total:6,698.00 Vendor: VEN07015 - GRAINGER 80.50919139273808/15/202418879GRAINGER PAPER TOWEL SHEETS 17.02919210994108/07/202418826GRAINGER PEEL-OFF CHINA MARKER - SS100 128.40919438809708/07/202418826GRAINGER FIRE EXTINGUISHERS 8604/37960 & 4206/37895 Expense Approval Report Payment Dates: 8/1/2024 - 8/15/2024 8/15/2024 10:55:32 AM Page 7 of 27 AmountPayable NumberPayment DatePayment NumberVendor Name Description (Item) 86.88919438810508/07/202418826GRAINGER FIRE EXTINGUISHER 8207/37896 68.10919470369108/15/202418879GRAINGER WHEELS FOR CART 10.15919588008408/07/202418826GRAINGER ROCKERSWITCH - 4104-37929 428.53919894400208/15/202418879GRAINGER GEAR OIL - 8604/37939 180.35920324324208/15/202418879GRAINGER FLOOR TAPE, PIPE MARKERS 182.46920333702808/15/202418879GRAINGER 2-SLICE LIGHT DUTYTOASTER Vendor VEN07015 - GRAINGER Total:1,182.39 Vendor: VEN07023 - GRAPHIC DESIGN INC 225.00QB5449208/07/202418827GRAPHIC DESIGN INC DOOR HANGER - NEW TREE - PW 2,800.00QB5530308/15/202418880GRAPHIC DESIGN INC NEWSLETTER MAILING - JULY 2024 3,000.00QB5530308/15/202418880GRAPHIC DESIGN INC NEWSLETTER MAILING - JULY 2024 568.36QB5530308/15/202418880GRAPHIC DESIGN INC POSTAGE - JULY 2024 2,900.00QB5530308/15/202418880GRAPHIC DESIGN INC POSTAGE - JULY 2024 211.00QB5530708/15/202418880GRAPHIC DESIGN INC 2,000 WINDOW ENVELOPES 50.00QB5530808/15/202418880GRAPHIC DESIGN INC BUSINESS CARDS - C. JAKES 208.00QB5537908/15/202418880GRAPHIC DESIGN INC DOOR HANGERS - TREE REMOVAL - PW Vendor VEN07023 - GRAPHIC DESIGN INC Total:9,962.36 Vendor: VEN13406 - GREAT LAKES COCA-COLA DISTRIBUTION, LLC 1,548.574237926001808/07/202418828GREAT LAKES COCA-COLA DIS…BEVERAGES FOR CLUBHOUSE 1,231.804249429402108/07/202418828GREAT LAKES COCA-COLA DIS…BEVERAGES FOR CLUBHOUSE 1,404.584260808702208/15/202418881GREAT LAKES COCA-COLA DIS…BEVERAGES FOR CLUBHOUSE Vendor VEN13406 - GREAT LAKES COCA-COLA DISTRIBUTION, LLC Total:4,184.95 Vendor: VEN33879 - GREATAMERICA FINANCIAL SERVICES CORPORATION 368.323716423908/14/2024224723GREATAMERICA FINANCIAL S…MAIL MACHINE RENTAL - AUGUST 2024 Vendor VEN33879 - GREATAMERICA FINANCIAL SERVICES CORPORATION Total:368.32 Vendor: VEN33637 - GUARDIAN SUPPLY, LLC 631.901882408/07/202418829GUARDIAN SUPPLY, LLC UNIFORM - O. MARFORI 631.891882408/07/202418829GUARDIAN SUPPLY, LLC UNIFORM - O. MARFORI 588.401882508/07/202418829GUARDIAN SUPPLY, LLC UNIFORM - L. LEE 588.401882508/07/202418829GUARDIAN SUPPLY, LLC UNIFORM - L. LEE 688.401882608/07/202418829GUARDIAN SUPPLY, LLC UNIFORM - H. MAZON 688.391882608/07/202418829GUARDIAN SUPPLY, LLC UNIFORM - H. MAZON Vendor VEN33637 - GUARDIAN SUPPLY, LLC Total:3,817.38 Vendor: VEN08009 - HAAVEN STUMP REMOVAL, INC. 5,985.001074108/07/2024224664HAAVEN STUMP REMOVAL, I…2024 SUMMER STUMP GRINDING LOWEST QUOTE Vendor VEN08009 - HAAVEN STUMP REMOVAL, INC. Total:5,985.00 Vendor: VEN32266 - HANCO CORPORATION 56.56136312-0008/07/2024224665HANCO CORPORATION TURF TIRES - STOCK Vendor VEN32266 - HANCO CORPORATION Total:56.56 Vendor: VEN33608 - HARTEL & SONS INC 534.1612003929508/14/2024224724HARTEL & SONS INC BATTERIES FOR GOLF CART FLEET Vendor VEN33608 - HARTEL & SONS INC Total:534.16 Vendor: VEN08001 - HAWKINS, INC 4,806.01681841108/14/2024224725HAWKINS, INC CHLORINE - HYDROFLUOSILICIC ACID Vendor VEN08001 - HAWKINS, INC Total:4,806.01 Vendor: VEN31756 - HEALTHPARTNERS INSTITUTE 1,140.68341300408/07/2024224666HEALTHPARTNERS INSTITUTE DRUG/SUPPLY CHARGES Vendor VEN31756 - HEALTHPARTNERS INSTITUTE Total:1,140.68 Expense Approval Report Payment Dates: 8/1/2024 - 8/15/2024 8/15/2024 10:55:32 AM Page 8 of 27 AmountPayable NumberPayment DatePayment NumberVendor Name Description (Item) Vendor: VEN29202 - HEGGIES PIZZA LLC 76.00108203302508/14/2024224726HEGGIES PIZZA LLC PIZZA FOR ICE ARENA Vendor VEN29202 - HEGGIES PIZZA LLC Total:76.00 Vendor: VEN32979 - HILLYARD, INC 500.0031309508/14/2024224727HILLYARD, INC BATH TISSUE Vendor VEN32979 - HILLYARD, INC Total:500.00 Vendor: VEN32661 - HOHENSTEINS, INC 834.7573812608/07/2024224667HOHENSTEINS, INC BEER FOR CLUBHOUSE 892.2574075608/14/2024224728HOHENSTEINS, INC BEER FOR CLUBHOUSE Vendor VEN32661 - HOHENSTEINS, INC Total:1,727.00 Vendor: VEN35474 - HOLIDAY STATIONSTORES LLC 6.509180108240008/07/2024224668HOLIDAY STATIONSTORES LLC WORKS PLUS WASHES - FLEET,WATER 6.509180108240008/07/2024224668HOLIDAY STATIONSTORES LLC WORKS PLUS WASHES - FLEET,WATER 6.509180108240008/07/2024224668HOLIDAY STATIONSTORES LLC WORKS PLUS WASHES - FLEET,WATER 25.007800108240008/07/2024224668HOLIDAY STATIONSTORES LLC CITY VEHICLE CAR WASHES Vendor VEN35474 - HOLIDAY STATIONSTORES LLC Total:44.50 Vendor: VEN36352 - IN CONTROL INC 6,332.55S-INV0172408/07/2024224669IN CONTROL INC WELL2 & 7 WTP CONTROLS - WATER Vendor VEN36352 - IN CONTROL INC Total:6,332.55 Vendor: VEN32541 - INDIGO SIGNWORKS, INC 5,994.62218508/14/2024224729INDIGO SIGNWORKS, INC CUSTOM PLAQUE OLSON MEMEORIAL TRAIL SIGN-PARKS Vendor VEN32541 - INDIGO SIGNWORKS, INC Total:5,994.62 Vendor: VEN09001 - INTERNATIONAL CITY MANAGEMENT ASSOCIATION RETIREMENT CORPORATION 739.04INV02573708/07/202418834INTERNATIONAL CITY MANAG…08/08/24 MAYOR/COUNCIL PAYROLL 08/01- 08/31/24 2,664.22INV02573908/07/202418832INTERNATIONAL CITY MANAG…08/08/24 BIWEEKLY PAYROLL - 7/15/24-7/28/24 56.78INV02574008/07/202418834INTERNATIONAL CITY MANAG…08/08/24 BIWEEKLY PAYROLL - 7/15/24-7/28/24 7,180.00INV02574108/07/202418833INTERNATIONAL CITY MANAG…08/08/24 BIWEEKLY PAYROLL - 7/15/24-7/28/24 1,045.18INV02574208/07/202418830INTERNATIONAL CITY MANAG…08/08/24 BIWEEKLY PAYROLL - 7/15/24-7/28/24 2,339.35INV02574308/07/202418831INTERNATIONAL CITY MANAG…08/08/24 BIWEEKLY PAYROLL - 7/15/24-7/28/24 Vendor VEN09001 - INTERNATIONAL CITY MANAGEMENT ASSOCIATION RETIREMENT CORPORATION Total:14,024.57 Vendor: VEN09005 - INTERNATIONAL UNION OF OPERATING ENGIN. 1,435.00INV02574608/07/202418835INTERNATIONAL UNION OF O…08/08/24 BIWEEKLY PAYROLL - 7/15/24-7/28/24 Vendor VEN09005 - INTERNATIONAL UNION OF OPERATING ENGIN. Total:1,435.00 Vendor: VEN09024 - INVER GROVE FORD 244.28534683108/07/202418836INVER GROVE FORD INSULATOR, BOLT, SHOCK ABSORBER - 1754-37912 Vendor VEN09024 - INVER GROVE FORD Total:244.28 Vendor: VEN08309 - JEFF HENDRICKSON 206.002024073108/07/2024224670JEFF HENDRICKSON REIMBURSEMENT- J. HENDRICKSON Vendor VEN08309 - JEFF HENDRICKSON Total:206.00 Vendor: VEN10080 - JEFFERSON FIRE & SAFETY INC 463.64IN31129508/07/202418837JEFFERSON FIRE & SAFETY INC REPLACE FIRE EQUIP/WASHDOWN KIT 642.09IN31170508/07/202418837JEFFERSON FIRE & SAFETY INC FIRE TOOL/BELL ADAPTER 1,280.47IN31464508/07/202418837JEFFERSON FIRE & SAFETY INC FIRE TOOL/HYDRANT WRENCH/HYDRANT PARTS Expense Approval Report Payment Dates: 8/1/2024 - 8/15/2024 8/15/2024 10:55:32 AM Page 9 of 27 AmountPayable NumberPayment DatePayment NumberVendor Name Description (Item) 6,237.48IN31517908/07/202418837JEFFERSON FIRE & SAFETY INC FIRE PPE - TURNOUT GEAR 596.67IN31597708/07/202418837JEFFERSON FIRE & SAFETY INC HYDRANT PARTS/FIRE TOOL 158.62IN31689308/07/202418837JEFFERSON FIRE & SAFETY INC DIAMOND BLADE 324.71IN31698208/07/202418837JEFFERSON FIRE & SAFETY INC SUPER VAC/CARBIDE CHISEL CHAIN/GUIDE BAR Vendor VEN10080 - JEFFERSON FIRE & SAFETY INC Total:9,703.68 Vendor: VEN11026 - JENNARI GROUP 3,511.019165808/15/202418882JENNARI GROUP BRAKE PADS/ROTORS, INSTALL/MOUNT TIRES - 831/37868 -240.0013060808/15/202418882JENNARI GROUP LABOR CREDIT FOR RPL BOOSTER - 831/37868 Vendor VEN11026 - JENNARI GROUP Total:3,271.01 Vendor: VEN37321 - JOHN DEERE FINANCIAL FSB 251.68616285708/07/2024224671JOHN DEERE FINANCIAL FSB FUEL TANK Vendor VEN37321 - JOHN DEERE FINANCIAL FSB Total:251.68 Vendor: VEN10068 - JOHNSON BROTHERS LIQUOR CO. 1,992.04258780508/14/2024224730JOHNSON BROTHERS LIQUOR …ALCOHOL FOR CLUBHOUSE 1,002.36259255208/14/2024224730JOHNSON BROTHERS LIQUOR …ALCOHOL FOR CLUBHOUSE Vendor VEN10068 - JOHNSON BROTHERS LIQUOR CO. Total:2,994.40 Vendor: VEN31197 - JT SERVICES OF MINNESOTA 1,470.00JT24-206-0408/15/202418883JT SERVICES OF MINNESOTA S.DISTRICT SEWER PROJECT LIGHTS 11,997.00JT24-214-0308/15/202418883JT SERVICES OF MINNESOTA REPLACEMENT LIGHTS FOR KNOCKDOWNS - STREETLIGHTS Vendor VEN31197 - JT SERVICES OF MINNESOTA Total:13,467.00 Vendor: VEN31290 - JUDITH A GRAF 163.882024073108/07/202418838JUDITH A GRAF EDA MEETING MINUTES - 7/9/2024 90.8820240731-A08/07/202418838JUDITH A GRAF PLANNING COMMISSION MEETING MINUTES- 7/22/24 202.5020240731-B08/15/202418884JUDITH A GRAF PSC MINUTES FROM 07/15/24 MEETING 79.0020240731-C08/07/202418838JUDITH A GRAF CITY COUNCIL - 6/26/24 201.4220240731-C08/07/202418838JUDITH A GRAF 13A WORKSHOP - 6/26/24 11.1720240731-C08/07/202418838JUDITH A GRAF SPECIAL WORKSHOP - 7/8/2024 106.2520240731-C08/07/202418838JUDITH A GRAF CITY COUNCIL - 7/17/24 Vendor VEN31290 - JUDITH A GRAF Total:855.10 Vendor: VEN36407 - KAP EDUCATION INC 507.661746508/14/2024224731KAP EDUCATION INC 18 SLOT PERPETUAL PLAQUES 522.001751308/14/2024224731KAP EDUCATION INC NAME PLATES Vendor VEN36407 - KAP EDUCATION INC Total:1,029.66 Vendor: VEN32950 - KARL STORZ ENDOSCOPY-AMERICA, INC. 4,171.169655769108/07/2024224672KARL STORZ ENDOSCOPY-AM…REAPLACE AIRWAY DEVICE Vendor VEN32950 - KARL STORZ ENDOSCOPY-AMERICA, INC. Total:4,171.16 Vendor: VEN32385 - KCR CORPORATION 300.002024080708/14/2024224732KCR CORPORATION RETURN ESCROW- 7180 EPD Vendor VEN32385 - KCR CORPORATION Total:300.00 Vendor: VEN11002 - KENNEDY AND GRAVEN 435.0018277408/14/2024224733KENNEDY AND GRAVEN PRESBYTERIAN HOMES 232.0018277408/14/2024224733KENNEDY AND GRAVEN MODERN AUTOMOTIVE TIF 2,334.0018277408/14/2024224733KENNEDY AND GRAVEN TIF 1-20 Vendor VEN11002 - KENNEDY AND GRAVEN Total:3,001.00 Vendor: VEN35714 - KLETSCHKA INSPECTIONS LLC 13,184.342024073008/07/202418839KLETSCHKA INSPECTIONS LLC ELECTRICAL INSPECTIONS- COTTAGE GROVE- JULY 2024 Vendor VEN35714 - KLETSCHKA INSPECTIONS LLC Total:13,184.34 Expense Approval Report Payment Dates: 8/1/2024 - 8/15/2024 8/15/2024 10:55:32 AM Page 10 of 27 AmountPayable NumberPayment DatePayment NumberVendor Name Description (Item) Vendor: VEN31717 - KRAFT CONTRACTING & MECHANICAL LLC 1,158.153563308/07/202418840KRAFT CONTRACTING & MEC…SERVICE CALL - CONDENSER #2 233.003568908/07/202418840KRAFT CONTRACTING & MEC…SERVICE CALL - CONDENSER #3 Vendor VEN31717 - KRAFT CONTRACTING & MECHANICAL LLC Total:1,391.15 Vendor: VEN31247 - LAND TITLE, INC 226,432.382024080508/07/2024224673LAND TITLE, INC REFUND DUPLICATE PAYMENT 03.027.21.21.0003 Vendor VEN31247 - LAND TITLE, INC Total:226,432.38 Vendor: VEN31389 - LAW ENFORCEMENT LABOR SERVICES, INC 634.50INV02574808/07/202418841LAW ENFORCEMENT LABOR S…08/08/24 BIWEEKLY PAYROLL - 7/15/24-7/28/24 Vendor VEN31389 - LAW ENFORCEMENT LABOR SERVICES, INC Total:634.50 Vendor: VEN12341 - LAWSON PRODUCTS, INC 224.00931171235908/07/2024224674LAWSON PRODUCTS, INC SHOP SUPPLIES 167.90931172610308/07/2024224674LAWSON PRODUCTS, INC SHOP SUPPLIES Vendor VEN12341 - LAWSON PRODUCTS, INC Total:391.90 Vendor: VEN12370 - LEAGUE OF MINNESOTA CITIES INS TRUST 119.96909408/14/2024224734LEAGUE OF MINNESOTA CITIE…LMCIT CLAIM#LMC GL 000000367258 83.112302508/14/2024224734LEAGUE OF MINNESOTA CITIE…CLAIM #502938 - ANNA WEISS 294.822304608/14/2024224734LEAGUE OF MINNESOTA CITIE…CLAIM#23046 - TOU VUE 4,765.492306608/14/2024224734LEAGUE OF MINNESOTA CITIE…CLAIM#505518 - NICHOLAS BAILEY 0.012306808/14/2024224734LEAGUE OF MINNESOTA CITIE…CLAIM#505583 - LUCAS CHILTON 851.152309208/14/2024224734LEAGUE OF MINNESOTA CITIE…CLAIM#506640 - JAMES OLSON 497.522309708/14/2024224734LEAGUE OF MINNESOTA CITIE…CLAIM#23097 - MADELINE MAURER 166.662309908/14/2024224734LEAGUE OF MINNESOTA CITIE…CLAIM#23099 - KASSIDY KALKA Vendor VEN12370 - LEAGUE OF MINNESOTA CITIES INS TRUST Total:6,778.72 Vendor: VEN33010 - LEO A DALY COMPANY 982.5023-10240-006-000000408/15/202418885LEO A DALY COMPANY HERO CENTER ROOFING- DESIGN & BIDDING Vendor VEN33010 - LEO A DALY COMPANY Total:982.50 Vendor: VEN35668 - M|P V ONION PARENT LLC 60.00MP24663908/14/2024224735M|P V ONION PARENT LLC TOILET RENTAL - PINE TREE VALLEY PARK 60.00MP25441308/07/2024224675M|P V ONION PARENT LLC TOILET RENTAL AT OAKWOOD PARK 60.00MP25441408/07/2024224675M|P V ONION PARENT LLC TOILET RENTALS AT WAG FARMS DOG PARK 165.00MP25441508/07/2024224675M|P V ONION PARENT LLC TOILET RENTAL AT RIVER OAKS GOLF COURSE 585.00MP25441608/07/2024224675M|P V ONION PARENT LLC TOILET RENTALS AT HAMLET PARK 125.00MP25441708/07/2024224675M|P V ONION PARENT LLC TOILET RENTALS AT HIGHLANDS PARK 60.00MP25441808/07/2024224675M|P V ONION PARENT LLC TOILET RENTAL KINGSTON PARK 285.00MP25441908/07/2024224675M|P V ONION PARENT LLC TOILET RENTALS AT WOODRIDGE PARK 60.00MP25442008/07/2024224675M|P V ONION PARENT LLC TOILET RENTALS AT GREY CLOUD ISLAND 60.00MP25442108/07/2024224675M|P V ONION PARENT LLC TOILET RENTALS AT PINE GLEN 60.00MP25442208/07/2024224675M|P V ONION PARENT LLC TOILET RENTAL PINE HILL SCHOOL 60.00MP25442308/07/2024224675M|P V ONION PARENT LLC TOILET RENTALS FOR BELDEN PARK 60.00MP25442408/07/2024224675M|P V ONION PARENT LLC TOILET RENTALS AT HEARTHSIDE PARK Expense Approval Report Payment Dates: 8/1/2024 - 8/15/2024 8/15/2024 10:55:32 AM Page 11 of 27 AmountPayable NumberPayment DatePayment NumberVendor Name Description (Item) 120.00MP25442508/07/2024224675M|P V ONION PARENT LLC TOILET RENTALS AT HILLSIDE ELEMENTARY 120.00MP25442608/07/2024224675M|P V ONION PARENT LLC TOILET RENTALS AT WEST DRAW PARK 60.00MP25442708/07/2024224675M|P V ONION PARENT LLC TOILET RENTALS AT PETER THOMPSON PARK 60.00MP25442808/07/2024224675M|P V ONION PARENT LLC TOILET RENTALS AT COTTAGE GROVE ELEMENTARY 60.00MP25442908/07/2024224675M|P V ONION PARENT LLC TOILET RENTAL AT PINE TREE VALLEY PARK 215.00MP25443008/07/2024224675M|P V ONION PARENT LLC TOILET RENTALS FOR GREY CLOUD ELEMENTARY 365.00MP25443108/07/2024224675M|P V ONION PARENT LLC TOILET RENTALS AT CG MIDDLE SCHOOL 420.00MP25443208/07/2024224675M|P V ONION PARENT LLC TOILET RENTALS AT LAMAR PARK 130.00MP25443308/07/2024224675M|P V ONION PARENT LLC TOILET RENTALS FOR OLD CG (COMMUNITY HALL) 60.00MP25443408/07/2024224675M|P V ONION PARENT LLC TOILET RENTALS FOR ARBOR MEADOWS PARK 60.00MP25443508/07/2024224675M|P V ONION PARENT LLC TOILET RENTALS FOR PINE COULEE PARK 60.00MP25443608/07/2024224675M|P V ONION PARENT LLC TOILET RENTALS FOR PUBLIC WORKS 120.00MP25443708/14/2024224735M|P V ONION PARENT LLC TOILET RENTAL -PINE TREE POND PARK 60.00MP25443808/07/2024224675M|P V ONION PARENT LLC TOILET RENTAL FOR GRANADA PARK 305.00MP25443908/07/2024224675M|P V ONION PARENT LLC TOILET RENTALS KINGSTON PARK 60.00MP25444008/07/2024224675M|P V ONION PARENT LLC TOILET RENTALS FOR HIGHLANDS PARK 120.00MP25444108/07/2024224675M|P V ONION PARENT LLC TOILET RENTALS FOR OLTAMN MIDDLE SCHOOL 220.00MP25444208/07/2024224675M|P V ONION PARENT LLC TOILET RENTALS FOR HAMLET PARK (SOUTH) 60.00MP25444308/07/2024224675M|P V ONION PARENT LLC TOILET RENTAL FOR PARK HIGH SCHOOL 60.00MP25444408/07/2024224675M|P V ONION PARENT LLC TOILET RENTAL FOR ARMSTRONG ELEMENTARY 60.00MP25444508/07/2024224675M|P V ONION PARENT LLC TOILET RENTAL FOR HEMINGWAY PARK 60.00MP25444608/07/2024224675M|P V ONION PARENT LLC TOILET RENTAL FOR GLACIAL VALLEY PARK 150.00MP25444708/07/2024224675M|P V ONION PARENT LLC TOILET RENTAL FOR GREY CLOUD ELEMENTARY SCHOOL 60.00MP25444808/07/2024224675M|P V ONION PARENT LLC TOILET RENTAL FOR MEADOW GRASS PARK 1,075.00MP25444908/07/2024224675M|P V ONION PARENT LLC TOILET RENTALS FOR CG/TCSL TOURNAMENT 450.00MP25445008/14/2024224735M|P V ONION PARENT LLC TOILET RENTAL KINGSTON PARK EVENT JULY 5-8 1,335.00MP25445108/14/2024224735M|P V ONION PARENT LLC TOILET RENTAL SPECIAL EVENT @ GREY CLOUD ELEM 130.00MP25445208/07/2024224675M|P V ONION PARENT LLC TOILET RENTALS FOR CG/NAFA TOURNAMENT OLD CG 70.00MP25445308/14/2024224735M|P V ONION PARENT LLC TOILET RENTAL FOR NAFA TOURNAMENT @ MS Vendor VEN35668 - M|P V ONION PARENT LLC Total:7,825.00 Vendor: VEN32230 - MANSFIELD OIL COMPANY 439.092558137608/15/202418886MANSFIELD OIL COMPANY 155.10 GALLONS DYED DIESEL 926.382558145608/15/202418886MANSFIELD OIL COMPANY 309.40 GALLONS UNLEADED GASOLINE Expense Approval Report Payment Dates: 8/1/2024 - 8/15/2024 8/15/2024 10:55:32 AM Page 12 of 27 AmountPayable NumberPayment DatePayment NumberVendor Name Description (Item) 918.342558360508/15/202418886MANSFIELD OIL COMPANY 305.80 GALLONS UNLEADED GASOLINE 906.622559139208/15/202418886MANSFIELD OIL COMPANY 300 GALLONS GASOLINE 853.182559141108/15/202418886MANSFIELD OIL COMPANY 300 GALLONS DYED DIESEL Vendor VEN32230 - MANSFIELD OIL COMPANY Total:4,043.61 Vendor: VEN13494 - MARCO HOLDINGS, LLC 2,361.45INV1275731608/07/202418842MARCO HOLDINGS, LLC VEEAM BACKUP ESSENTIALS LICENSE Vendor VEN13494 - MARCO HOLDINGS, LLC Total:2,361.45 Vendor: VEN13668 - MARTIN-MCALLISTER 3,600.001628008/15/202418887MARTIN-MCALLISTER PERSONNEL EVALUATION- JENTS/FANNING Vendor VEN13668 - MARTIN-MCALLISTER Total:3,600.00 Vendor: VEN37331 - MATTHEW & THERESA PURRINGTON 500.002024080708/14/2024224736MATTHEW & THERESA PURRI…RETURN ESCROW- ENCROACHMENT AGREEMENT Vendor VEN37331 - MATTHEW & THERESA PURRINGTON Total:500.00 Vendor: VEN34894 - MCMASTER-CARR SUPPLY COMPANY 32.133064738108/07/2024224679MCMASTER-CARR SUPPLY C…THREAD LOCKNUT, STEEL HEX HEAD SCREW 41.763114204608/14/2024224737MCMASTER-CARR SUPPLY C…TAMPER/VIBRATION DETECTION PAINT Vendor VEN34894 - MCMASTER-CARR SUPPLY COMPANY Total:73.89 Vendor: VEN37329 - MD STRUCTURES MN 777.782024080608/14/2024224738MD STRUCTURES MN BUILDING PERMIT#2024- 026431 Vendor VEN37329 - MD STRUCTURES MN Total:777.78 Vendor: VEN13410 - MENARDS 30.449222908/07/202418843MENARDS WIRE BRUSH/ENAMEL PAINT- WATER 34.279298208/07/202418843MENARDS CLEANING PRODUCTS - PARKS 89.899338008/07/202418843MENARDS ROTELLA T4/CUPHOLDER 69.9693511-202408/07/202418843MENARDS IMPACT SOCKETS/TAPE MEASURE - WATER -39.989377608/07/202418843MENARDS RETURN FROM 93511-IMPACT SOCKETS - WATER 38.629408108/07/202418843MENARDS FOAM BRUSH/GLOVES - FORESTRY 39.999456808/07/202418843MENARDS GARDEN HOE 185.8394585-202408/15/202418888MENARDS 5 AMP & 10 AMP FUSES/CLAMP METER - WATER 17.889459408/07/202418843MENARDS SOCKET EXTENSIONS 38.969459608/07/202418843MENARDS STORAGE TOTES/STORAGE JARS-PARKS 45.349462508/07/202418843MENARDS CLEANING PRODUCTS-WATER 15.499462608/07/202418843MENARDS TRIMMER LINE - WATER 11.799462908/07/202418843MENARDS PINE SOL CLEANER - PARKS 710.279464608/07/202418843MENARDS SUMP PUMP/REDUCER/2X2 GALVANIZED NIPPLE 85.889464608/07/202418843MENARDS FILTER/BRACKET/MICRO CLEANING KIT 90.029473108/07/202418843MENARDS GLASS CLEANER/HOSE/OXI CLEANER 38.979476508/07/202418843MENARDS 10 PACK C BATTERIES - FM 24.469477008/07/202418843MENARDS CLUBHOUSE IRRIGATIO… 19.959478808/15/202418888MENARDS LENOX SCREWDRIVER/AAA BATTERIES - WATER 49.929483708/07/202418843MENARDS LATEX GLOVES - FORESTRY 24.949484208/07/202418843MENARDS TWIST LOCK PLUG/LOCKING CONNECT 18.769484708/07/202418843MENARDS CLUBHOUSE IRRIGATIO… Expense Approval Report Payment Dates: 8/1/2024 - 8/15/2024 8/15/2024 10:55:32 AM Page 13 of 27 AmountPayable NumberPayment DatePayment NumberVendor Name Description (Item) 39.989485008/15/202418888MENARDS POLY 2GAL SPRAYER/FOAM-A- COIL - FM 16.949489508/15/202418888MENARDS CLUBHOUSE IRRIGATION SUPPLIES 4.049489808/15/202418888MENARDS CLUBHOUSE IRRIGATION SUPPLIES 8.839490708/07/202418843MENARDS T-REX STRONG TAPE - PARKS 32.729491808/07/202418843MENARDS BATTERIES/KLEENIX 50.989498708/15/202418888MENARDS FEBREZE/AA BATTERIES/SPEED WAX - WATER 29.449499508/15/202418888MENARDS FEBREZE/J-HOOK RATCHET STRAP - PARKS 18.879500408/15/202418888MENARDS WASP SPRAY 249.009513208/15/202418888MENARDS TOOL COMBO KIT -PARKS 27.939513408/15/202418888MENARDS WIPES/SIMPLE GREEN CLNR - PARKS 99.879514108/15/202418888MENARDS FLOOR FAN/SWITCH DEVICE COVER-FM 47.229518808/15/202418888MENARDS DURACELL D BATTERIES -PARKS 80.009519108/15/202418888MENARDS THREAD SEALANT/WRENCH/BALL VALVE - WELL # 3 47.649520908/15/202418888MENARDS WASH AND HORNET KILLER- PARKS 6.989521308/15/202418888MENARDS CAT 6 COUPLER - WELL # 11 6.179525008/15/202418888MENARDS KOHLER AERATOR - FM Vendor VEN13410 - MENARDS Total:2,408.26 Vendor: VEN34832 - METRO GAS INSTALLERS 22.002024080508/14/2024224739METRO GAS INSTALLERS BUILDING PERMIT#2024- 029608 Vendor VEN34832 - METRO GAS INSTALLERS Total:22.00 Vendor: VEN13411 - METROPOLITAN COUNCIL 67,095.002024080908/15/202418890METROPOLITAN COUNCIL JULY 2024SAC CHARGES -670.952024080908/15/202418890METROPOLITAN COUNCIL SAC CHARGES DISCOUNT Vendor VEN13411 - METROPOLITAN COUNCIL Total:66,424.05 Vendor: VEN13412 - METROPOLITAN COUNCIL 229,380.56117571708/15/202418891METROPOLITAN COUNCIL SEPTEMBER WASTE WATER SERVICES Vendor VEN13412 - METROPOLITAN COUNCIL Total:229,380.56 Vendor: VEN35563 - MEYER CONTRACTING INC 249,878.162024080608/15/202418921MEYER CONTRACTING INC PYMT 12- EPD & JAMAICA Vendor VEN35563 - MEYER CONTRACTING INC Total:249,878.16 Vendor: VEN13429 - MEYER SEWER SERVICE 275.001290508/14/2024224740MEYER SEWER SERVICE PUMPED MAINT BLDG HOLDING TANK Vendor VEN13429 - MEYER SEWER SERVICE Total:275.00 Vendor: VEN31496 - MIDWAY FORD 108.0083941808/14/2024224741MIDWAY FORD BRK PAD - STOCK 126.7083946108/14/2024224741MIDWAY FORD PULLEY, PULLEY KIT,ANTI- FREEZE - 2066/37897 & STOC 14.7683954708/14/2024224741MIDWAY FORD OIL DRAIN PLUG - STOCK -15.00CM84008708/14/2024224741MIDWAY FORD RETURN PARTS 30.0084030708/07/2024224680MIDWAY FORD BLADE ASSM 641.0984033208/07/2024224680MIDWAY FORD ROTORS/BRAKE PADS/KITS 197.4084039908/07/2024224680MIDWAY FORD ROTOR ASSM 197.4084040008/07/2024224680MIDWAY FORD ROTOR ASSM -75.00CM83921408/07/2024224680MIDWAY FORD CORE RETURN 15.0084051708/07/2024224680MIDWAY FORD WIPER BLADES 229.9784116208/07/2024224680MIDWAY FORD ROTOS /PADS-3148/37943 Expense Approval Report Payment Dates: 8/1/2024 - 8/15/2024 8/15/2024 10:55:32 AM Page 14 of 27 AmountPayable NumberPayment DatePayment NumberVendor Name Description (Item) 682.0084140708/07/2024224680MIDWAY FORD BRAKES/ROTORS Vendor VEN31496 - MIDWAY FORD Total:2,152.32 Vendor: VEN13485 - MIKE McPHILLIPS, INC. 241.78494908/07/2024224681MIKE McPHILLIPS, INC.MYSTIK CENTRA-LUBE GRS - 8601/37949 1,105.75496608/14/2024224742MIKE McPHILLIPS, INC.REPLACE MAIN BROOM/CONVEYOR- 8604/37980 Vendor VEN13485 - MIKE McPHILLIPS, INC. Total:1,347.53 Vendor: VEN35690 - MINNESOTA AG POWER INC 173.371014283508/07/202418845MINNESOTA AG POWER INC PLUG, AIR FILTER, RUBBER FOOT - 31MISC/37937 25.761015321308/15/202418892MINNESOTA AG POWER INC GEAR OIL 80W90 40.981015719408/15/202418892MINNESOTA AG POWER INC PICCO SUPER CHAIN - FORESTRY 191.051015727008/15/202418892MINNESOTA AG POWER INC JOHN DEERE FLOODLAMP & CLEVIS - PARKS Vendor VEN35690 - MINNESOTA AG POWER INC Total:431.16 Vendor: VEN34360 - MINNESOTA GOLF ASSOCIATION 9,000.0024078208/14/2024224743MINNESOTA GOLF ASSOCIATI…ADULT MEMBERSHIP FEE Vendor VEN34360 - MINNESOTA GOLF ASSOCIATION Total:9,000.00 Vendor: VEN14005 - MINNESOTA NATIVE LANDSCAPES 975.004691708/15/202418893MINNESOTA NATIVE LANDSC…WEED CONTRL - HAMLET PARK 1,260.004694108/15/202418893MINNESOTA NATIVE LANDSC…WEED CONTROL -TRAIL CORRIDOR - PARKS 600.004712108/15/202418893MINNESOTA NATIVE LANDSC…JULY WEED CONTROL HARDWOOD AVE 600.004712108/15/202418893MINNESOTA NATIVE LANDSC…JULY WEED CONTROL HARDWOOD AVE Vendor VEN14005 - MINNESOTA NATIVE LANDSCAPES Total:3,435.00 Vendor: VEN13473 - MN CHILD SUPPORT CENTER 36.91INV02575008/07/2024224682MN CHILD SUPPORT CENTER 08/08/24 BIWEEKLY PAYROLL - 7/15/24-7/28/24 Vendor VEN13473 - MN CHILD SUPPORT CENTER Total:36.91 Vendor: VEN03446 - MN DEPT OF TRANSPORTATION 526.00P0001879908/14/2024224744MN DEPT OF TRANSPORTATI…SOUTH DISTRICT ST PHASE 2 74.35P0001879908/14/2024224744MN DEPT OF TRANSPORTATI…2024 PM Vendor VEN03446 - MN DEPT OF TRANSPORTATION Total:600.35 Vendor: VEN33184 - MOR GOLF AND UTILITY, INC 85.414821908/07/202418846MOR GOLF AND UTILITY, INC PART FOR GOLF CART FLEET 340.404831508/15/202418894MOR GOLF AND UTILITY, INC PARTS FOR GOLF CART FLEET 550.004834008/15/202418894MOR GOLF AND UTILITY, INC PARTS FOR GOLF CART FLEET Vendor VEN33184 - MOR GOLF AND UTILITY, INC Total:975.81 Vendor: VEN13930 - MOTOROLA SOLUTIONS, INC 70,728.00141110176008/07/2024224683MOTOROLA SOLUTIONS, INC IN-CAR SYSTEM/BODY CAMS- 8/10/24-8/10/25 Vendor VEN13930 - MOTOROLA SOLUTIONS, INC Total:70,728.00 Vendor: VEN13463 - MTI DISTRIBUTING CO. 1,179.491427671-0008/15/202418895MTI DISTRIBUTING CO.ANTENNA KIT 2,313.591430662-0008/15/202418895MTI DISTRIBUTING CO.PARTS - 8502/37971 115.021442262-0008/07/202418847MTI DISTRIBUTING CO.HOSE, ORING - 8513/37957 69.961442264-0008/07/202418847MTI DISTRIBUTING CO.FILTER, PINCLEVIS, PIN HAIR - 8502/37956 19.621442268-0008/07/202418847MTI DISTRIBUTING CO.AXLE VENT ASM - 8502/37956 433.421442510-0008/15/202418895MTI DISTRIBUTING CO.PARTS- 8502/37956 37.691442639-0008/15/202418895MTI DISTRIBUTING CO.O-RING/SHIMS- 8502/37956 Vendor VEN13463 - MTI DISTRIBUTING CO. Total:4,168.79 Expense Approval Report Payment Dates: 8/1/2024 - 8/15/2024 8/15/2024 10:55:32 AM Page 15 of 27 AmountPayable NumberPayment DatePayment NumberVendor Name Description (Item) Vendor: VEN13358 - MUNICIPAL EMERGENCY SERVICES, INC 307.54IN209246208/07/202418848MUNICIPAL EMERGENCY SERV…CYLINDER CALIBRATION GAS, 10 PPM CHLORINE, ALUM Vendor VEN13358 - MUNICIPAL EMERGENCY SERVICES, INC Total:307.54 Vendor: VEN34255 - NORTHERN LINES CONTRACTING, INC 598,295.322024070608/15/2024224768NORTHERN LINES CONTRACTI…PYMT 4-SOUTH DISTRICT ST & UTILITY IMPROVE PHASE 2 Vendor VEN34255 - NORTHERN LINES CONTRACTING, INC Total:598,295.32 Vendor: VEN33273 - NORTHWEST ASPHALT INC 592,045.352024080508/15/202418922NORTHWEST ASPHALT INC PYMT 2 - 2024 JAMAICA MILL & OVERLAY Vendor VEN33273 - NORTHWEST ASPHALT INC Total:592,045.35 Vendor: VEN30656 - OMG MIDWEST INC 217,078.222024080108/15/202418923OMG MIDWEST INC PYMT 3 - 2024 PAVEMENT MANAGEMENT Vendor VEN30656 - OMG MIDWEST INC Total:217,078.22 Vendor: VEN32749 - OPG-3, INC 4,700.00806308/07/202418849OPG-3, INC Canon DR-G2110 Production Scanner Vendor VEN32749 - OPG-3, INC Total:4,700.00 Vendor: VEN30439 - O'REILLY AUTO PARTS 7.643266-12912908/07/2024224684O'REILLY AUTO PARTS MINI BULB- 1505/37948 8.053266-13839208/07/2024224684O'REILLY AUTO PARTS FLASHER - 8709/37958 107.003266-14587108/14/2024224745O'REILLY AUTO PARTS RANGE ALARM BOX 13.193266-14596108/14/2024224745O'REILLY AUTO PARTS CABIN FILTER - 1402/37904 13.003266-14642908/14/2024224745O'REILLY AUTO PARTS OIL FILTER - STOCK 13.193266-14650108/14/2024224745O'REILLY AUTO PARTS CABIN FILTER - 5006/37909 46.403266-14661308/14/2024224745O'REILLY AUTO PARTS MUFFLERS - 1754/37912 3.903266-14664008/14/2024224745O'REILLY AUTO PARTS LUG NUT - RENTAL4100/37914 6.983266-14704808/07/2024224684O'REILLY AUTO PARTS LOCK NUT- 4001/37875 14.993266-14735608/14/2024224745O'REILLY AUTO PARTS ANTIFREEZE FOR LIFT STATION - 15.833266-14771908/07/2024224684O'REILLY AUTO PARTS OIL FILTER- 8604/37939 77.281799-34239808/14/2024224745O'REILLY AUTO PARTS PLATINUM SPARK PLUGS - 3118/37955 3.233266-14803108/14/2024224745O'REILLY AUTO PARTS SPARK PLUG - BLOWER BACKPACK 9.663266-14860108/14/2024224745O'REILLY AUTO PARTS PLATINUM SPARK PLUGS - 3118/37955 Vendor VEN30439 - O'REILLY AUTO PARTS Total:340.34 Vendor: VEN31236 - OXYGEN SERVICE COMPANY, INC 42.15359146208/14/2024224746OXYGEN SERVICE COMPANY, …SMALL & MEDIUM CYCLINDER RENTAL 42.15359146208/14/2024224746OXYGEN SERVICE COMPANY, …SMALL & MEDIUM CYCLINDER RENTAL 42.15359146208/14/2024224746OXYGEN SERVICE COMPANY, …SMALL & MEDIUM CYCLINDER RENTAL 84.30359146208/14/2024224746OXYGEN SERVICE COMPANY, …SMALL & MEDIUM CYCLINDER RENTAL Vendor VEN31236 - OXYGEN SERVICE COMPANY, INC Total:210.75 Vendor: VEN33593 - PARMAN ENERGY GROUP 204.63237671A-IN08/15/202418896PARMAN ENERGY GROUP 1 - 55 GAL DRUM KEROSENE - STREETS,PARKS,UTILITIES 204.63237671A-IN08/15/202418896PARMAN ENERGY GROUP 1 - 55 GAL DRUM KEROSENE - STREETS,PARKS,UTILITIES 204.62237671A-IN08/15/202418896PARMAN ENERGY GROUP 1 - 55 GAL DRUM KEROSENE - STREETS,PARKS,UTILITIES 1,388.28237671-IN08/15/202418896PARMAN ENERGY GROUP 15W40 OIL - STOCK 316.75239876-IN08/07/202418850PARMAN ENERGY GROUP 200 GAL DIESEL Vendor VEN33593 - PARMAN ENERGY GROUP Total:2,318.91 Expense Approval Report Payment Dates: 8/1/2024 - 8/15/2024 8/15/2024 10:55:32 AM Page 16 of 27 AmountPayable NumberPayment DatePayment NumberVendor Name Description (Item) Vendor: VEN35773 - PERFORMANCE FOOD GROUP INC 308.3720319208/14/2024224747PERFORMANCE FOOD GROUP …SUPPLIES FOR CLUBHOUSE 1,502.0020319208/14/2024224747PERFORMANCE FOOD GROUP …FOOD FOR CLUBHOUSE 546.1520822108/14/2024224747PERFORMANCE FOOD GROUP …SUPPLIES FOR CLUBHOUSE 3,619.6320822108/14/2024224747PERFORMANCE FOOD GROUP …FOOD FOR CLUBHOUSE 7.5821269608/14/2024224747PERFORMANCE FOOD GROUP …SUPPLIES FOR CLUBHOUSE 2,285.3821269608/14/2024224747PERFORMANCE FOOD GROUP …FOOD FOR CLUBHOUSE 289.5621532308/14/2024224747PERFORMANCE FOOD GROUP …FOOD FOR CLUBHOUSE 1,718.6821738708/14/2024224747PERFORMANCE FOOD GROUP …FOOD FOR CLUBHOUSE 115.9522025808/14/2024224747PERFORMANCE FOOD GROUP …SUPPLIES FOR CLUBHOUSE 2,767.0422025808/14/2024224747PERFORMANCE FOOD GROUP …SUPPLIES FOR CLUBHOUSE 375.7122289808/14/2024224747PERFORMANCE FOOD GROUP …FOOD FOR CLUBHOUSE 223.5722404508/14/2024224747PERFORMANCE FOOD GROUP …SUPPLIES FOR CLUBHOUSE 1,295.7322404508/14/2024224747PERFORMANCE FOOD GROUP …FOOD FOR CLUBHOUSE 59.3622647108/14/2024224747PERFORMANCE FOOD GROUP …FOOD FOR CLUBHOUSE Vendor VEN35773 - PERFORMANCE FOOD GROUP INC Total:15,114.71 Vendor: VEN16201 - PLAISTED COMPANIES 1,424.177106708/15/202418897PLAISTED COMPANIES TOPDRESSING SAND 2,437.207223408/15/202418897PLAISTED COMPANIES BUNKER SAND 3,893.547352008/15/202418897PLAISTED COMPANIES BUNKER/TOPDRESSING SAND Vendor VEN16201 - PLAISTED COMPANIES Total:7,754.91 Vendor: VEN16192 - PLUNKETT'S PEST CONTROL, INC 32.17855463208/07/2024224685PLUNKETT'S PEST CONTROL, I…GENERAL PEST CONTROL 98.43865145408/14/2024224749PLUNKETT'S PEST CONTROL, I…JULY 2024 PEST CONTROL FD # 2 104.00865161008/14/2024224749PLUNKETT'S PEST CONTROL, I…JULY 2024 PEST CONTROL - HAMLET PARK 78.97865171308/14/2024224749PLUNKETT'S PEST CONTROL, I…JULY 2024 PEST CONTROL -FD #4 59.66867043808/14/2024224749PLUNKETT'S PEST CONTROL, I…JULY 2024 PEST CONTROL - LAMAR 172.10870085508/14/2024224749PLUNKETT'S PEST CONTROL, I…JULY 2024 PEST CONTROL - CITY HALL 93.60870089608/14/2024224749PLUNKETT'S PEST CONTROL, I…JULY 2024 PEST CONTROL- HERO CENTER Vendor VEN16192 - PLUNKETT'S PEST CONTROL, INC Total:638.93 Vendor: VEN37324 - PTG WISCONSIN LLC 235.7982510161808/07/2024224686PTG WISCONSIN LLC OILS SEAL/SPRING BRAC- 4002/37925 193.3682510165008/07/2024224686PTG WISCONSIN LLC SEAL KIT- 4001/37875 Vendor VEN37324 - PTG WISCONSIN LLC Total:429.15 Vendor: VEN16138 - PUBLIC EMPLOYEES RETIREMENT ASSOCIATION 183.88INV02573808/07/202418851PUBLIC EMPLOYEES RETIREM…08/08/24 MAYOR/COUNCIL PAYROLL 08/01- 08/31/24 57,569.93INV02575108/07/202418851PUBLIC EMPLOYEES RETIREM…08/08/24 BIWEEKLY PAYROLL - 7/15/24-7/28/24 71,974.41INV02575208/07/202418851PUBLIC EMPLOYEES RETIREM…08/08/24 BIWEEKLY PAYROLL - 7/15/24-7/28/24 Vendor VEN16138 - PUBLIC EMPLOYEES RETIREMENT ASSOCIATION Total:129,728.22 Vendor: VEN35706 - PURE TAP INC 114.00PT-4403608/07/2024224687PURE TAP INC DRAUGHT LINE CLEANING Vendor VEN35706 - PURE TAP INC Total:114.00 Vendor: VEN31366 - QUALITY LOCKSMITH SERVICE, INC 322.50QLS2832408/14/2024224750QUALITY LOCKSMITH SERVICE,…TIGHTEN CAM LOCK & SERVICE LOCK 755.31QLS2840808/14/2024224750QUALITY LOCKSMITH SERVICE,…REPLACE LOCK GLACIAL VALLEY PARK BLDG Vendor VEN31366 - QUALITY LOCKSMITH SERVICE, INC Total:1,077.81 Expense Approval Report Payment Dates: 8/1/2024 - 8/15/2024 8/15/2024 10:55:32 AM Page 17 of 27 AmountPayable NumberPayment DatePayment NumberVendor Name Description (Item) Vendor: VEN35052 - RAVINE PARKWAY LLC 31,019.112024073008/07/2024224688RAVINE PARKWAY LLC WOODWARD PONDS 1ST ENGINEERING ESCROW REFUND Vendor VEN35052 - RAVINE PARKWAY LLC Total:31,019.11 Vendor: VEN35788 - RELIABLE DRUG & ALCOHOL INC 50.00592808/07/2024224689RELIABLE DRUG & ALCOHOL I…WALK-IN DRUG TEST/LAB FEE 50.00592808/07/2024224689RELIABLE DRUG & ALCOHOL I…WALK-IN DRUG TEST/LAB FEE 150.00592808/07/2024224689RELIABLE DRUG & ALCOHOL I…WALK-IN DRUG TEST/LAB FEE Vendor VEN35788 - RELIABLE DRUG & ALCOHOL INC Total:250.00 Vendor: VEN18108 - RICE LAKE CONTRACTING CORP 18,239.512401-1400008/15/202418898RICE LAKE CONTRACTING CORP WELL 2 BACKWASH ASSIST 39,740.432403-MISC108/15/202418898RICE LAKE CONTRACTING CORP WELL 7 BACKWASH ASSIST Vendor VEN18108 - RICE LAKE CONTRACTING CORP Total:57,979.94 Vendor: VEN30854 - ROHN INDUSTRIES, INC 44.752862508/07/202418852ROHN INDUSTRIES, INC DOCUMENT SHREDDING Vendor VEN30854 - ROHN INDUSTRIES, INC Total:44.75 Vendor: VEN18055 - RUMPCA EXCAVATING, INC 2,165.001906708/14/2024224751RUMPCA EXCAVATING, INC EQUIPTMENT FOR REMOVING TREES FROM UNDER BRIDGE 1,769.502024072408/14/2024224751RUMPCA EXCAVATING, INC NEW HOME PERMIT ESCROW Vendor VEN18055 - RUMPCA EXCAVATING, INC Total:3,934.50 Vendor: VEN31969 - SAFE-FAST, INC 59.00INV29418408/15/202418899SAFE-FAST, INC MEJIA UNIFORM 114.00INV29418508/15/202418899SAFE-FAST, INC DOUGHTY UNIFORM 59.00INV29418608/15/202418899SAFE-FAST, INC HENDRICKSON UNIFORM -63.00RET291656R08/15/202418899SAFE-FAST, INC MEJIA RETURN FROM INV 291656 05/31 Vendor VEN31969 - SAFE-FAST, INC Total:169.00 Vendor: VEN19558 - SAFETY SIGNS LLC 3,702.452400293808/14/2024224752SAFETY SIGNS LLC GREY CLOUD TRAIL CLOSED SIGNS - FLOODING Vendor VEN19558 - SAFETY SIGNS LLC Total:3,702.45 Vendor: VEN29489 - SCHILLING SUPPLY COMPANY 243.21972298-0008/15/202418900SCHILLING SUPPLY COMPANY TOWELS/DISHWASHER/GLASS CLEANER Vendor VEN29489 - SCHILLING SUPPLY COMPANY Total:243.21 Vendor: VEN19318 - SHANNON GLASS COMPANY, INC. 660.40S004893208/07/2024224690SHANNON GLASS COMPANY, …WINDSHIELD REPLACE- 2153/37910 Vendor VEN19318 - SHANNON GLASS COMPANY, INC. Total:660.40 Vendor: VEN35426 - SIR LINES-A-LOT LLC 11,793.07H24-0701-00208/07/2024224691SIR LINES-A-LOT LLC STRIPING PROJECT-COUNCIL APPROVED 5/15-2024-082 Vendor VEN35426 - SIR LINES-A-LOT LLC Total:11,793.07 Vendor: VEN19349 - SIRCHIE ACQUISITION COMPANY, LLC 209.44656488-IN08/15/202418901SIRCHIE ACQUISITION COMP…EVIDENCE TAPE Vendor VEN19349 - SIRCHIE ACQUISITION COMPANY, LLC Total:209.44 Vendor: VEN37325 - SOPHIA ILC 400.002024062808/07/2024224692SOPHIA ILC HOCKEY CAMP INSTRUCTOR Vendor VEN37325 - SOPHIA ILC Total:400.00 Vendor: VEN19285 - SOUTH EAST TOWING INC 50.0024-473000108/14/2024224753SOUTH EAST TOWING INC CGPD TOWING 30.0024-477114708/14/2024224753SOUTH EAST TOWING INC SQUAD TOW 363.0024-477114708/14/2024224753SOUTH EAST TOWING INC AMBULANCE TOW Vendor VEN19285 - SOUTH EAST TOWING INC Total:443.00 Expense Approval Report Payment Dates: 8/1/2024 - 8/15/2024 8/15/2024 10:55:32 AM Page 18 of 27 AmountPayable NumberPayment DatePayment NumberVendor Name Description (Item) Vendor: VEN16141 - ST PAUL PIONEER PRESS 341.002024072208/14/2024224754ST PAUL PIONEER PRESS DIGITAL SUBSCRIPTION RENEWAL- 52 WEEKS 894.4072456975808/14/2024224754ST PAUL PIONEER PRESS 2023 FINANCIAL PUBLICATION 118.5672456975808/14/2024224754ST PAUL PIONEER PRESS NOPH SUMMER VALLEY & OLTMAN MIDDLE 29.6472456975808/14/2024224754ST PAUL PIONEER PRESS NOPH - PRESERVE AT PRAIRIE DUNES Vendor VEN16141 - ST PAUL PIONEER PRESS Total:1,383.60 Vendor: VEN33489 - STEVEN MICHAEL WICKELGREN 325.00148008/15/202418902STEVEN MICHAEL WICKELGREN COUNSELING SERVICES - MONTHLY RETAINER Vendor VEN33489 - STEVEN MICHAEL WICKELGREN Total:325.00 Vendor: VEN31202 - SUPERIOR TURF SERVICES, INC 4,081.84555708/07/2024224693SUPERIOR TURF SERVICES, INC FERTILIZERS/PESTICIDE 9.91555708/07/2024224693SUPERIOR TURF SERVICES, INC FERTILIZERS/PESTICIDE Vendor VEN31202 - SUPERIOR TURF SERVICES, INC Total:4,091.75 Vendor: VEN20035 - T.A. SCHIFSKY & SONS INC 30,987.767040408/14/2024224755T.A. SCHIFSKY & SONS INC 3/8 MIX ASPHALT 34,388.807042908/07/2024224694T.A. SCHIFSKY & SONS INC ASPHALT MIX Vendor VEN20035 - T.A. SCHIFSKY & SONS INC Total:65,376.56 Vendor: VEN20049 - TENNIS ROLL OFF, L.L.C. 663.00400677408/14/2024224756TENNIS ROLL OFF, L.L.C.30 YARD DUMPSTER Vendor VEN20049 - TENNIS ROLL OFF, L.L.C. Total:663.00 Vendor: VEN20038 - TENNIS SANITATION LLC 18.57400654808/14/2024224757TENNIS SANITATION LLC JULY TRASH SERVICE @ FIRE # 2 125.13400654908/14/2024224757TENNIS SANITATION LLC JULY TRASH - PW 121.07400655008/14/2024224757TENNIS SANITATION LLC JULY TRASH SERVICE - RIVER OAKS 254.36400655108/14/2024224757TENNIS SANITATION LLC JULY TRASH SERVICE @ PW 37.23400655208/14/2024224757TENNIS SANITATION LLC JULY TRASH SERVICE @ FIRE # 4 26.00400655308/14/2024224757TENNIS SANITATION LLC JULY TRASH SERVICE @ FIRE # 3 104.21400655508/14/2024224757TENNIS SANITATION LLC JULY TRASH PICK UP @ PW 68.33400655608/14/2024224757TENNIS SANITATION LLC JULY TRASH @ CITY HALL 242.13400655808/14/2024224757TENNIS SANITATION LLC JULY TRASH SERVICE - CLUBHOUSE Vendor VEN20038 - TENNIS SANITATION LLC Total:997.03 Vendor: VEN35024 - TERRAFORM POWER LLC 1,261.9620010022732408/07/202418853TERRAFORM POWER LLC SOLAR PRODUCTION CENTRAL FIRE-6/1/24-6/30/24 1,430.4320010022954308/15/202418903TERRAFORM POWER LLC SOLAR PRODUCTION CENTRAL FIRE Vendor VEN35024 - TERRAFORM POWER LLC Total:2,692.39 Vendor: VEN32056 - THE COTTAGE GROVE PROFESSIONAL FIREFIGHTERS 450.00INV02574508/07/202418854THE COTTAGE GROVE PROFES…08/08/24 BIWEEKLY PAYROLL - 7/15/24-7/28/24 Vendor VEN32056 - THE COTTAGE GROVE PROFESSIONAL FIREFIGHTERS Total:450.00 Vendor: VEN37326 - THE MANDINEC GROUP LANDSCAPING INC 18,020.001718908/07/2024224695THE MANDINEC GROUP LAND…IRRIGATION REPAIR AT CUB FOODS PART OF EPD/JAMAICA 11,425.001719808/07/2024224695THE MANDINEC GROUP LAND…IRRIGATION REPAIR AT CG PLAZAS PART OF EPD/JAMAICA Vendor VEN37326 - THE MANDINEC GROUP LANDSCAPING INC Total:29,445.00 Vendor: VEN35267 - THE WEATHER APPAREL COMPANY 154.31A5595108/15/202418904THE WEATHER APPAREL COM…PROSHOP MERCHANDISE Vendor VEN35267 - THE WEATHER APPAREL COMPANY Total:154.31 Expense Approval Report Payment Dates: 8/1/2024 - 8/15/2024 8/15/2024 10:55:32 AM Page 19 of 27 AmountPayable NumberPayment DatePayment NumberVendor Name Description (Item) Vendor: VEN30281 - THOMSON REUTERS 247.4385041546708/14/2024224758THOMSON REUTERS CLEAR LAW ENFORCEMENT SOFTWARE-6/1/24-6/30/24 247.4385059071808/14/2024224758THOMSON REUTERS CLEAR LAW ENFORCEMENT SOFTWARE-7/1/24-7/31/24 Vendor VEN30281 - THOMSON REUTERS Total:494.86 Vendor: VEN30420 - T-MOBILE USA, INC 128.22991230196 - JULY 202408/14/2024224759T-MOBILE USA, INC DATA CARDS - 6/21/24 - 7/20/24 54.52991230196 - JULY 202408/14/2024224759T-MOBILE USA, INC DATA CARDS - 6/21/24 - 7/20/24 31.15991230196 - JULY 202408/14/2024224759T-MOBILE USA, INC DATA CARDS - 6/21/24 - 7/20/24 126.41991230196 - JULY 202408/14/2024224759T-MOBILE USA, INC DATA CARDS - 6/21/24 - 7/20/24 126.41991230196 - JULY 202408/14/2024224759T-MOBILE USA, INC DATA CARDS - 6/21/24 - 7/20/24 256.44991230196 - JULY 202408/14/2024224759T-MOBILE USA, INC DATA CARDS - 6/21/24 - 7/20/24 21.37991230196 - JULY 202408/14/2024224759T-MOBILE USA, INC DATA CARDS - 6/21/24 - 7/20/24 109.04991230196 - JULY 202408/14/2024224759T-MOBILE USA, INC DATA CARDS - 6/21/24 - 7/20/24 21.37991230196 - JULY 202408/14/2024224759T-MOBILE USA, INC DATA CARDS - 6/21/24 - 7/20/24 99.45991230196 - JULY 202408/14/2024224759T-MOBILE USA, INC DATA CARDS - 6/21/24 - 7/20/24 15.57991230196 - JULY 202408/14/2024224759T-MOBILE USA, INC DATA CARDS - 6/21/24 - 7/20/24 96.85991230196 - JULY 202408/14/2024224759T-MOBILE USA, INC DATA CARDS - 6/21/24 - 7/20/24 15.58991230196 - JULY 202408/14/2024224759T-MOBILE USA, INC DATA CARDS - 6/21/24 - 7/20/24 114.82991230196 - JULY 202408/14/2024224759T-MOBILE USA, INC DATA CARDS - 6/21/24 - 7/20/24 Vendor VEN30420 - T-MOBILE USA, INC Total:1,217.20 Vendor: VEN35392 - TOP GOLF USA INC 4,809.389206280508/15/202418905TOP GOLF USA INC TOP TRACER LICENSE FEES - AUG 2024 Vendor VEN35392 - TOP GOLF USA INC Total:4,809.38 Vendor: VEN29205 - TOTAL MECHANICAL SERVICES, INC 284.00S1114308/15/202418906TOTAL MECHANICAL SERVICES…NORTH SYSTEM'S CONDENSER WATER PUMP SERVICE 628.00S1114408/15/202418906TOTAL MECHANICAL SERVICES…PERFORMED WEST SIDE START UP Vendor VEN29205 - TOTAL MECHANICAL SERVICES, INC Total:912.00 Vendor: VEN20072 - TRAFFIC CONTROL CORPORATION 600.0015262508/15/202418907TRAFFIC CONTROL CORPORAT…PED BUTTON JAMAICA @ 95TH AND 80 @ HINTON Vendor VEN20072 - TRAFFIC CONTROL CORPORATION Total:600.00 Vendor: VEN32058 - TRANSUNION RISK AND ALTERNATIVE DATA SOLUTIONS, INC 105.2071701-202405-108/14/2024224761TRANSUNION RISK AND ALTE…INFORMATION CHARGES- 5/1/24-5/31/24 Vendor VEN32058 - TRANSUNION RISK AND ALTERNATIVE DATA SOLUTIONS, INC Total:105.20 Vendor: VEN20030 - TRIO SUPPLY COMPANY 369.6293138508/15/202418908TRIO SUPPLY COMPANY RESTAURANT SUPPLIES 238.8093138508/15/202418908TRIO SUPPLY COMPANY RESTAURANT SUPPLIES 226.3993234808/15/202418908TRIO SUPPLY COMPANY RESTAURANT SUPPLIES 190.7393234808/15/202418908TRIO SUPPLY COMPANY RESTAURANT SUPPLIES Vendor VEN20030 - TRIO SUPPLY COMPANY Total:1,025.54 Expense Approval Report Payment Dates: 8/1/2024 - 8/15/2024 8/15/2024 10:55:32 AM Page 20 of 27 AmountPayable NumberPayment DatePayment NumberVendor Name Description (Item) Vendor: VEN20095 - TRI-STATE BOBCAT, INC. 725.00N1650808/15/202418909TRI-STATE BOBCAT, INC.BOBCAT LOADER RENTAL - 6/28/24- 7/27/24 895.00R3562708/15/202418909TRI-STATE BOBCAT, INC.BOBCAT LOADER RENTAL - 6/28/24- 7/27/24 895.00R3570708/15/202418909TRI-STATE BOBCAT, INC.BOBCAT LOADER RENTAL - 7- 28-24 - 8/27/24 725.00N1659908/15/202418909TRI-STATE BOBCAT, INC.BOBCAT LOADER RENTAL - 7/28/24- 8/27/24 1,313.74T5410608/07/202418855TRI-STATE BOBCAT, INC.MOUNTING PLATE/BEARING/FLANGE/BLAD E KIT Vendor VEN20095 - TRI-STATE BOBCAT, INC. Total:4,553.74 Vendor: VEN21625 - UNITED PARCEL SERVICE 127.43YY890314-202408/15/202418910UNITED PARCEL SERVICE SHIPPING DOCUMENT Vendor VEN21625 - UNITED PARCEL SERVICE Total:127.43 Vendor: VEN32448 - US BANK 145.011436444008/14/2024224762US BANK 2ND QUARTERLY CUSTODY FEES- 4/1/24-6/30/24 Vendor VEN32448 - US BANK Total:145.01 Vendor: VEN22333 - VALLEY SALES OF HASTINGS, INC. 363.7810253508/07/2024224696VALLEY SALES OF HASTINGS, I…SENSOR - 1501/37941 195.0810254508/07/2024224696VALLEY SALES OF HASTINGS, I…SENSOR - 1001/37931 Vendor VEN22333 - VALLEY SALES OF HASTINGS, INC. Total:558.86 Vendor: VEN35418 - VARSITY BRANDS HOLDING CO INC 1,716.5192609392408/07/202418856VARSITY BRANDS HOLDING CO…TENNIS NETS/TWINE/STEEL CABLE NET/STRAPS-PARKS 733.3892621713308/15/202418911VARSITY BRANDS HOLDING CO…BASKETBALL NET - PARKS Vendor VEN35418 - VARSITY BRANDS HOLDING CO INC Total:2,449.89 Vendor: VEN22353 - VERIZON WIRELESS 1,011.40997017499008/15/202418912VERIZON WIRELESS POLICE DATA CARDS 40.01997017499008/15/202418912VERIZON WIRELESS FIRE DATA CARDS 85.32997017499008/15/202418912VERIZON WIRELESS STREETS DATA CARDS 35.01997017499008/15/202418912VERIZON WIRELESS PW ADMIN DATA CARDS 515.44997017499008/15/202418912VERIZON WIRELESS PARKS DATA CARDS 40.01997017499008/15/202418912VERIZON WIRELESS GOLF DATA CARDS 185.07997017499008/15/202418912VERIZON WIRELESS WELL 7 DATA CARDS 270.68997017499008/15/202418912VERIZON WIRELESS WATER DATA CARDS 20.62997017499008/15/202418912VERIZON WIRELESS SEWER DATA CARDS 105.03997017499008/15/202418912VERIZON WIRELESS FIRE/EMS DATA CARDS 10.31997017499008/15/202418912VERIZON WIRELESS FLEET DATA CARDS 50.32997017499008/15/202418912VERIZON WIRELESS FACILITIES DATA CARDS 40.01997017499008/15/202418912VERIZON WIRELESS IT DATA CARDS Vendor VEN22353 - VERIZON WIRELESS Total:2,409.23 Vendor: VEN34977 - VESTIS GROUP INC 121.8525001137708/07/202418857VESTIS GROUP INC RESTAURANT LINEN/SUPPLIES SVCS 373.57250049686708/07/202418857VESTIS GROUP INC RESTAURANT LINEN/SUPPLIES SVCS 426.54250050083908/15/202418913VESTIS GROUP INC RESTAURANT LINEN/SUPPLIES SVCS Vendor VEN34977 - VESTIS GROUP INC Total:921.96 Vendor: VEN22339 - VIKING ELECTRIC SUPPLY INC 28.79S007917244.00108/15/202418914VIKING ELECTRIC SUPPLY INC 500V 4A TD MIDGET FUSE Vendor VEN22339 - VIKING ELECTRIC SUPPLY INC Total:28.79 Vendor: VEN35442 - W.L. HALL COMPANY 690.001438208/15/202418915W.L. HALL COMPANY HERO CENTER SERVICE- PANEL WALLS Vendor VEN35442 - W.L. HALL COMPANY Total:690.00 Expense Approval Report Payment Dates: 8/1/2024 - 8/15/2024 8/15/2024 10:55:32 AM Page 21 of 27 AmountPayable NumberPayment DatePayment NumberVendor Name Description (Item) Vendor: VEN23259 - WASHINGTON CONSERVATION DISTRICT 2,716.43658908/07/2024224697WASHINGTON CONSERVATIO…WATER MONITORING -JUNE 2024 Vendor VEN23259 - WASHINGTON CONSERVATION DISTRICT Total:2,716.43 Vendor: VEN23153 - WASHINGTON COUNTY SHERIFF'S OFFICE 2,491.1422172908/07/202418858WASHINGTON COUNTY SHERI…2024 SWAT TEAM INSURANCE Vendor VEN23153 - WASHINGTON COUNTY SHERIFF'S OFFICE Total:2,491.14 Vendor: VEN23148 - WASHINGTON COUNTY 2,744.00203430808/15/202418916WASHINGTON COUNTY 21.027.21.41.0005 - 2021 PROPERTY TAXES 2,788.00224991008/15/202418916WASHINGTON COUNTY 21.027.21.41.0005 - 2022 PROPERTY TAXES 1,650.00246541608/15/202418916WASHINGTON COUNTY 21.027.21.41.0005 - 2023 PROPERTY TAXES 1,688.00279070108/15/202418916WASHINGTON COUNTY 21.027.21.41.0005 - 2024 PROPERTY TAXES 30.80288651308/15/202418916WASHINGTON COUNTY 05.027.21.21.0081 - PROPERTY TAXES Vendor VEN23148 - WASHINGTON COUNTY Total:8,900.80 Vendor: VEN36840 - WILLIAMSRDM INC 2,100.004491208/14/2024224763WILLIAMSRDM INC FEMA GRANT- STOVE TOPS- HOME SAFETY PROGRAM Vendor VEN36840 - WILLIAMSRDM INC Total:2,100.00 Vendor: VEN31081 - WITMER PUBLIC SAFETY GROUP, INC 475.18INV51743508/07/2024224698WITMER PUBLIC SAFETY GRO…TOOL MOUNTS FOR ENGINE 4 Vendor VEN31081 - WITMER PUBLIC SAFETY GROUP, INC Total:475.18 Vendor: VEN30736 - WOLD ARCHITECTS AND ENGINEERS, INC 14,456.689479608/07/2024224699WOLD ARCHITECTS AND ENGI…NEW PW UTILITY FACILITY 2,376.009508508/07/2024224699WOLD ARCHITECTS AND ENGI…UTILITY & ENGINEERING BLDG Vendor VEN30736 - WOLD ARCHITECTS AND ENGINEERS, INC Total:16,832.68 Vendor: VEN24065 - XCEL ENERGY 7.0088712741808/14/2024224764XCEL ENERGY 6235 JANERO AVE UNIT SIREN- 5/23/24-6/10/24 7,382.2788863361408/14/2024224764XCEL ENERGY XCEL STREET LIGHTS - 7/3/24- 8/2/24 20.0488894314708/14/2024224764XCEL ENERGY 7751 70TH ST S FEEDPOINT- 7/5/24-8/5/24 10,760.0688902374508/14/2024224764XCEL ENERGY PSCH ELECTRICITY & GAS- 7/7/24-8/6/24 610.0788912822908/14/2024224764XCEL ENERGY TRAFFIC SIGNALS- 7/8/24- /8/6/24 72.8988913200008/14/2024224764XCEL ENERGY 8503A JENSEN AVE S FEEDPOINT - 7/8/24-8/6/24 241.8088919498708/14/2024224764XCEL ENERGY 8490A EPD S UNIT TEMP SIGN- 7/8/24-8/6/24 837.9388966499308/14/2024224764XCEL ENERGY PRO SHOP - 6/12/24-7/13/24 1,586.9488966499308/14/2024224764XCEL ENERGY PUMPHOUSE - 6/12/24- 7/13/24 264.0088966499308/14/2024224764XCEL ENERGY MAINT BLDG - 6/12/24- 7/13/24 3,560.9588966499308/14/2024224764XCEL ENERGY CLUBHOUSE - 6/12/24- 7/13/24 Vendor VEN24065 - XCEL ENERGY Total:25,343.95 Vendor: VEN26201 - ZIEGLER INC. 3,631.36IN00147064108/15/202418917ZIEGLER INC.IDLER ROLLER-MECHANIC CANCELED ORDER -3,099.32CM00021486408/15/202418917ZIEGLER INC.CREDIT - INV#IN001470641 ORDER CANCELED BYMECHANIC -532.04CM00021856508/15/202418917ZIEGLER INC.CREDIT - INV# IN001470641 RESTOCKING FEE Expense Approval Report Payment Dates: 8/1/2024 - 8/15/2024 8/15/2024 10:55:32 AM Page 22 of 27 AmountPayable NumberPayment DatePayment NumberVendor Name Description (Item) 86.17IN00157471508/15/202418917ZIEGLER INC.LIMIT SWITCH - 8303/37936 Vendor VEN26201 - ZIEGLER INC. Total:86.17 Vendor: VEN26003 - ZYWIEC'S LANDSCAPE AND GARDEN CENTER 16.9622882808/14/2024224766ZYWIEC'S LANDSCAPE AND G…ANNUALS 171.0023178608/07/2024224700ZYWIEC'S LANDSCAPE AND G…SOD STAPLES Vendor VEN26003 - ZYWIEC'S LANDSCAPE AND GARDEN CENTER Total:187.96 Grand Total:3,179,715.12 Expense Approval Report Payment Dates: 8/1/2024 - 8/15/2024 8/15/2024 10:55:32 AM Page 23 of 27 Report Summary Fund Summary Payment AmountFund 100 - GENERAL FUND 194,957.36 230 - SURFACE WATER MANAGEMENT 4,258.58 235 - ROADWAY & TRAIL MAINTENANCE 12,240.50 240 - FORFEITURE & SEIZURE 380.00 250 - ICE ARENA 3,671.33 255 - GOLF COURSE SPECIAL REVENUE FUND 82,775.32 285 - ECONOMIC DEVELOPMENT AUTHORITY 9,033.88 286 - ECONOMIC DEVELOPMENT TRUST 600,291.32 290 - HERO CENTER OPERATIONS 1,027.48 310 - 2018A IMPROVEMENT BONDS 226,432.38 455 - 3M SETTLEMENT - MPCA 75,931.47 500 - COMPLETED CONSTRUCTION 30.80 510 - FUTURE PROJECTS 975.00 520 - MSA CONSTRUCTION 877,476.16 532 - TIF 1-12 WESTSIDE 435.00 542 - TIF 1-18 232.00 560 - PAVEMENT MANAGEMENT 225,201.52 570 - PARK TRUST 9,462.98 610 - WATER OPERATING 27,601.58 620 - SEWER OPERATING 295,840.22 630 - STREET LIGHTS 40,822.50 660 - SOUTH WASHINTON COUNTY AMBUL 9,402.45 700 - SELF INSURANCE 11,890.11 710 - FLEET MAINTENANCE 43,664.42 720 - INFORMATION TECHNOLOGY 110,398.37 800 - INVESTMENTS 145.01 810 - DEVELOPER LETTER OF CREDIT 167,123.18 990 - PAYROLL FUND 148,014.20 3,179,715.12Grand Total: Account Summary Payment AmountAccount Number Account Name 100-02-0110-4300 PROF SERVICES 3,600.00 100-03-0150-4302 LEGAL SERVICE 13,927.00 100-04-0200-4300 PROF SERVICES 397.84 100-05-0300-4341 ADVER/PUBLISH 894.40 100-08-0395-4300 PROF SERVICES 2,000.00 100-08-0395-4311 POSTAGE 2,800.00 100-08-0395-4340 PRINTING 3,000.00 100-08-0395-4401 DUES & SUBS 341.00 100-09-2500-4200 OFFICE SUPPLIES 353.24 100-09-2500-4210 OP SUPPLY-OTHER 182.46 100-09-2500-4272 OP SUP-BUILDINGS 38.97 100-09-2500-4305 FEES FOR SERVICE 216.85 100-09-2500-4360 UTILITIES 10,760.06 100-09-2500-4370 MAINT-REPAIR/EQ 368.32 100-09-2500-4372 MAINT-REPAIR/BLD 5,040.17 100-09-2500-4405 CLEAN/WASTE REMV 68.33 100-10-1100-4300 PROF SERVICES 90.88 100-10-1100-4340 PRINTING 50.00 100-10-1100-4341 ADVER/PUBLISH 148.20 100-13-1000-3140 BUILDING PERMIT 1,115.03 100-13-1000-4300 PROF SERVICES 13,184.34 100-13-1000-4305 FEES FOR SERVICE 25.00 100-13-1000-4310 COMMUNICATION 128.22 100-14-2040-4310 COMMUNICATION 54.52 100-15-0400-4310 COMMUNICATION 31.15 Expense Approval Report Payment Dates: 8/1/2024 - 8/15/2024 8/15/2024 10:55:32 AM Page 24 of 27 Account Summary Payment AmountAccount Number Account Name 100-15-0400-4360 UTILITIES 7.00 100-21-0500-4200 OFFICE SUPPLIES 103.75 100-21-0500-4210 OP SUPPLY-OTHER 242.16 100-21-0500-4300 PROF SERVICES 50.00 100-21-0500-4305 FEES FOR SERVICE 600.06 100-21-0500-4310 COMMUNICATION 1,137.81 100-21-0500-4403 TRAVEL/TRAIN/CON 1,100.00 100-21-0500-4449 OTHER CONTRACT 80.00 100-21-0537-4305 FEES FOR SERVICE 490.00 100-26-0800-4200 OFFICE SUPPLIES 27.13 100-26-0800-4210 OP SUPPLY-OTHER 43.98 100-26-0800-4217 CLOTHING/UNIFORM 8,668.18 100-26-0800-4270 OP SUP-VEH/EQ 791.93 100-26-0800-4272 OP SUP-BUILDINGS 243.21 100-26-0800-4305 FEES FOR SERVICE 266.25 100-26-0800-4310 COMMUNICATION 166.42 100-26-0800-4360 UTILITIES 2,724.85 100-26-0800-4370 MAINT-REPAIR/EQ 3,750.13 100-26-0800-4372 MAINT-REPAIR/BLD 233.00 100-26-0800-4405 CLEAN/WASTE REMV 81.80 100-26-0845-4210 OP SUPPLY-OTHER 2,100.00 100-31-1200-4210 OP SUPPLY-OTHER 306.20 100-31-1200-4212 LUB/ADD 204.63 100-31-1200-4217 CLOTHING/UNIFORM 388.62 100-31-1200-4271 OP SUP-OTHER IMP 65,376.56 100-31-1200-4300 PROF SERVICES 36.71 100-31-1200-4305 FEES FOR SERVICE 12,458.95 100-31-1200-4310 COMMUNICATION 341.76 100-31-1200-4380 RENTAL/LEASE 1,790.00 100-32-1260-4210 OP SUPPLY-OTHER 103.90 100-32-1260-4305 FEES FOR SERVICE 11,793.07 100-35-2005-4200 OFFICE SUPPLIES 1,165.31 100-35-2005-4210 OP SUPPLY-OTHER 151.85 100-35-2005-4272 OP SUP-BUILDINGS 99.41 100-35-2005-4305 FEES FOR SERVICE 270.62 100-35-2005-4310 COMMUNICATION 35.01 100-35-2005-4380 RENTAL/LEASE 60.00 100-35-2005-4405 CLEAN/WASTE REMV 1,146.70 100-36-2200-4210 OP SUPPLY-OTHER 129.52 100-36-2200-4310 COMMUNICATION 21.37 100-41-1500-4210 OP SUPPLY-OTHER 4,157.55 100-41-1500-4212 LUB/ADD 204.63 100-41-1500-4231 SMALL TOOLS 348.98 100-41-1500-4272 OP SUP-BUILDINGS 47.22 100-41-1500-4280 CAPITAL OUTLAY <$5,000 -370.75 100-41-1500-4300 PROF SERVICES 70.00 100-41-1500-4305 FEES FOR SERVICE 1,455.83 100-41-1500-4310 COMMUNICATION 624.48 100-41-1500-4360 UTILITIES 77.43 100-41-1500-4370 MAINT-REPAIR/EQ 191.05 100-41-1500-4372 MAINT-REPAIR/BLD 1,077.81 100-41-1500-4380 RENTAL/LEASE 8,980.00 100-41-1516-4210 OP SUPPLY-OTHER 489.30 230-60-3200-4210 OP SUPPLY-OTHER 942.15 230-60-3200-4300 PROF SERVICES 2,716.43 230-60-3200-4305 FEES FOR SERVICE 600.00 235-00-1217-4301 ENGINEERING SVS 12,240.50 240-21-0552-4302 LEGAL SERVICE 380.00 Expense Approval Report Payment Dates: 8/1/2024 - 8/15/2024 8/15/2024 10:55:32 AM Page 25 of 27 Account Summary Payment AmountAccount Number Account Name 250-77-3700-4209 OP SUPPLIES-CLEN 500.00 250-77-3700-4211 MOTOR FUELS 507.18 250-77-3700-4303 INSTRUCTORS 880.00 250-77-3700-4370 MAINT-REPAIR/EQ 1,622.27 250-77-3700-4372 MAINT-REPAIR/BLD 85.88 250-77-3740-4438 CONCESSIONS RESALE 76.00 255-53-2100-4210 OP SUPPLY-OTHER 722.66 255-53-2100-4300 PROF SERVICES 50.00 255-53-2100-4305 FEES FOR SERVICE 20,657.49 255-53-2100-4360 UTILITIES 872.19 255-53-2100-4380 RENTAL/LEASE 550.00 255-53-2100-4405 CLEAN/WASTE REMV 121.07 255-53-2100-4438 PRO/MISC RESALE 1,975.87 255-55-2105-4210 OP SUPPLY-OTHER 8,115.17 255-55-2105-4211 MOTOR FUELS 4,043.61 255-55-2105-4212 LUB/ADD 25.76 255-55-2105-4216 FERTILIZER/CHEM 5,005.59 255-55-2105-4270 OP SUP-VEH/EQ 1,211.65 255-55-2105-4271 OP SUP-OTHER IMP 1,243.69 255-55-2105-4305 FEES FOR SERVICE 173.43 255-55-2105-4380 RENTAL/LEASE 165.00 255-55-2105-4405 CLEAN/WASTE REMV 275.00 255-55-2105-4449 OTHER CONTRACT 16.96 255-55-2110-4310 COMMUNICATION 61.38 255-55-2110-4360 UTILITIES 1,889.86 255-56-2140-4210 OP SUPPLY-OTHER 2,338.06 255-56-2140-4300 PROF SERVICES 150.00 255-56-2140-4305 FEES FOR SERVICE 1,229.90 255-56-2140-4360 UTILITIES 4,069.60 255-56-2140-4405 CLEAN/WASTE REMV 242.13 255-56-2140-4436 CONCESSION RESAL 13,958.90 255-56-2140-4438 PRO/MISC RESALE 4,287.45 255-56-2140-4439 LIQUOR - RESALE 9,322.90 285-12-1135-4300 PROF SERVICES 163.88 285-12-1135-4407 PROPERTY TAXES 8,870.00 286-00-6700-4550 PROJECT-CONTRACT 599,765.32 286-00-6700-4551 PROJECT-ENGINEER 526.00 290-00-2900-4210 OP SUPPLY-OTHER 39.99 290-00-2900-4305 FEES FOR SERVICE 93.60 290-00-2900-4372 MAINT-REPAIR/BLD 893.89 310-00-5354-3032 S.A. - PREPAID 226,432.38 455-00-7221-4551 PROJECT-ENGINEER 10,123.00 455-00-7252-4550 PROJECT-CONTRACT 57,979.94 455-00-7252-4559 PROJECT-OTHER 7,291.53 455-00-7262-4551 PROJECT-ENGINEER 537.00 500-00-9500-4407 PROPERTY TAXES 30.80 510-00-6489-4305 FEES FOR SERVICE 975.00 520-00-6552-4301 ENGINEERING SVS 29,445.00 520-00-6552-4550 PROJECT-CONTRACT 249,878.16 520-00-6552-4559 PROJECT-OTHER 241.80 520-00-6579-4301 ENGINEERING SVS 5,865.85 520-00-6579-4550 PROJECT-CONTRACT 592,045.35 532-00-6495-4302 LEGAL SERVICE 435.00 542-00-9542-4302 LEGAL SERVICE 232.00 560-00-6578-4550 PROJECT-CONTRACT 217,078.22 560-00-6578-4551 PROJECT-ENGINEER 8,123.30 570-00-9570-4311 POSTAGE 568.36 570-00-9570-4340 PRINTING 2,900.00 Expense Approval Report Payment Dates: 8/1/2024 - 8/15/2024 8/15/2024 10:55:32 AM Page 26 of 27 Account Summary Payment AmountAccount Number Account Name 570-00-9570-4540 OTHER CAP OUTLAY 5,994.62 610-00-7261-4551 PROJECT-ENGINEER 16,832.68 610-70-3000-4210 OP SUPPLY-OTHER 1,404.70 610-70-3000-4212 LUB/ADD 204.62 610-70-3000-4216 FERTILIZER/CHEM 4,806.01 610-70-3000-4305 FEES FOR SERVICE 6.50 610-70-3000-4310 COMMUNICATION 383.10 610-70-3000-4438 PRO/MISC RESALE 3,963.97 620-00-9620-2042 SAC 67,095.00 620-80-3100-3739 MISC UTIL -670.95 620-80-3100-4210 OP SUPPLY-OTHER 14.99 620-80-3100-4310 COMMUNICATION 20.62 620-80-3100-4363 MWCC SERVICE 229,380.56 630-75-1400-4305 FEES FOR SERVICE 889.65 630-75-1400-4310 COMMUNICATION 15.58 630-75-1400-4360 UTILITIES 92.93 630-75-1400-4361 NSP STREET LIGHT 7,382.27 630-75-1400-4371 MAINT-REPAIR/OTH 31,832.00 630-75-1430-4360 UTILITIES 610.07 660-24-0600-4210 OP SUPPLY-OTHER 2,727.15 660-24-0600-4217 CLOTHING/UNIFORM 1,908.68 660-24-0600-4310 COMMUNICATION 105.03 660-24-0600-4370 MAINT-REPAIR/EQ 4,298.59 660-24-0600-4449 OTHER CONTRACT 363.00 700-00-9700-4300 PROF SERVICES 4,128.89 700-00-9700-4733 CLAIM-NONCITY PR 119.96 700-00-9700-4736 PROPERTY LOSS CLAIMS 982.50 700-00-9700-4737 MEDICAL DEDUCTIBLE 6,658.76 710-33-1700-4210 OP SUPPLY-OTHER 84.30 710-33-1700-4212 LUB/ADD 1,388.28 710-33-1700-4217 CLOTHING/UNIFORM 72.88 710-33-1700-4231 SMALL TOOLS 245.58 710-33-1700-4270 OP SUP-VEH/EQ 9,980.44 710-33-1700-4305 FEES FOR SERVICE 74.42 710-33-1700-4310 COMMUNICATION 10.31 710-33-1700-4370 MAINT-REPAIR/EQ 8,344.50 710-33-1710-4211 MOTOR FUELS 23,413.39 710-33-1720-4310 COMMUNICATION 50.32 720-07-0380-4280 CAPITAL OUTLAY <$5,000 4,969.99 720-07-0380-4310 COMMUNICATION 8,544.47 720-07-0380-4321 DATA PROCESSING 96,883.91 800-00-9800-3810 INVEST INTEREST 145.01 810-00-8217-2310 DEPOSITS PAYABLE 64,625.00 810-00-9810-2310 DEPOSITS PAYABLE 102,498.18 990-05-9990-2010 PERA 129,728.22 990-05-9990-2037 CHILD SUPPORT 36.91 990-05-9990-2038 UNION DUES 4,224.50 990-05-9990-2043 DEFERRED COMP 11,685.22 990-05-9990-2044 ROTH 457 2,339.35 Grand Total:3,179,715.12 Project Account Summary Payment AmountProject Account Key **None**2,321,818.19 02-23-011-ENG 16,832.68 02-24-001-CON 217,078.22 02-24-001-ENG 8,123.30 02-24-003-CON 592,045.35 Expense Approval Report Payment Dates: 8/1/2024 - 8/15/2024 8/15/2024 10:55:32 AM Page 27 of 27 Project Account Summary Payment AmountProject Account Key 02-24-003-ENG 5,865.85 7221-03-ENG 10,123.00 7252-04-OTH 7,291.53 7262-03-ENG 537.00 Grand Total:3,179,715.12 PAYROLL CHECK REGISTER MAYOR/COUNCIL – PE 08/31/2024 – CK 08/08/2024 - $2,868.47 BIWEEKLY – PE 07/28/2024 – CK 08/08/2024 - $522,940.82 1 City Council Action Request 11.A. Meeting Date 8/21/2024 Department Community Development Agenda Category Action Item Title Preserve at Prairie Dunes – Comprehensive Plan Amendment, Zoning Amendment, Preliminary Plat, and Planned Unit Development Staff Recommendation 1) Adopt Resolution 2024-118 approving the comprehensive plan amendment to re-guide the northern 32.15 acres of the subject property from Medium Density Residential and Industrial to Low Density Residential. 2) Adopt Ordinance No. 1084 approving the zoning amendment to change the zoning of the subject property from AG-2, Agricultural, to R-4, Transitional Residential, with a Planned Unit Development. 3) Adopt Resolution 2024-119 approving the Preliminary Plat for a subdivision to be called The Preserve at Prairie Dunes, which will consist of 162 lots for single- family homes. Budget Implication N/A Attachments 1. Preserve at Prairie Dunes CC Memo 2. Preserve at Prairie Dunes Plans 3. Preserve at Prairie Dunes Plan Review Memo 4. Preserve at Prairie Dunes Applicant Narrative 5. Preserve at Prairie Dunes MN DNR Response Letter 6. Preserve at Prairie Dunes FWS IPaC Assessment Results 7. Preserve at Prairie Dunes Resolution - Comp Plan Amendment 8. Preserve at Prairie Dunes Ordinance - Rezoning 9. Preserve at Prairie Dunes Resolution - Preliminary Plat TO: Honorable Mayor and City Council Jennifer Levitt, City Administrator FROM: Conner Jakes, Planner DATE: August 15, 2024 RE: Preserve at Prairie Dunes – Comprehensive Plan Amendment (CPA), Zoning Amendment (ZA), Preliminary Plat (PP), and Planned Unit Development (PUD) Proposal Pulte Homes of Minnesota, LLC (Applicant) has submitted an application for a Comprehensive Plan Amendment, Preliminary Plat, Rezoning, and a Planned Unit Development (PUD) for a project to be known as Preserve at Prairie Dunes. The subject site is located south and west of the NorthPoint Development, east of the DNR owned Scientific and Natural Area (SNA), and west of the Graymont Village residential development. The Applicant is proposing to construct 162 single-family homes on approximately 60 acres. The property is currently zoned AG-2, Agricultural and is guided in the Comprehensive Plan as Medium Density Residential, Low Density Residen - tial, and Industrial. Location Map Review Schedule Application Received: June 10, 2024 Application Accepted: June 10, 2024 Planning Commission Meeting: July 22, 2024 60-Day Review Deadline: August 9, 2024 City Council Meeting: August 21, 2024 60-Day Extension: October 8, 2024 Honorable Mayor, City Council, and Jennifer Levitt Preserve at Prairie Dunes – CPA, ZA, PP, PUD August 15, 2024 Page 2 of 17 Background Site Conditions The subject site consists of 60.2 acres, the majority of which are tilled fields with vegetated wind - breaks. On the east side of the subject property is the constructed roundabout at the intersection of Hadley Avenue and 105th Street as well as the under-construction section of Hadley Avenue to the north of the roundabout as part of the City’s South District Street and Utility project. The proposed site topography is flat with little grade change. 2023 Aerial Photo Planning Commission Meeting At their July 22, 2024, meeting, the Planning Commission reviewed this request and held a public hearing. One resident provided public testimony about the proposed development. Below is a summary of the comments provided along with a summary of response to the inquiry. • Are there any wetlands on the subject site? o There are no delineated wetlands located on the subject site. • Where is the stormwater ponding for the proposed project located and how will runoff be managed to not cause adverse impacts to adjacent properties? Honorable Mayor, City Council, and Jennifer Levitt Preserve at Prairie Dunes – CPA, ZA, PP, PUD August 15, 2024 Page 3 of 17 o The current project proposes a total of four stormwater ponds which are highlighted in blue in the below image. All stormwater management and treatment are required to be captured and treated within the site and must meet the specific requirements that are set forth in the City’s Surface Water Management Plan and in accordance with South Washington Watershed District rules. Proposed Stormwater Pond Locations • A trail is proposed along the entire western property boundary, what is the buffer area along the western property boundary proposed to be? o The minimum outlot width along the western property boundary is proposed to be 20 feet. The 20-foot distance is from the rear property boundary of proposed lots to the western property boundary of the subject site. A greater width is provided where stormwater ponds are located. • Who educates potential future property owners on the proper use of the DNR’s SNA? o The Minnesota Department of Natural Resources (DNR) is the property owner of the Scientific and Natural Area (SNA) parcel. The Applicant will be encouraged to notify potential future property owners of lots within the proposed subdivision of the bordering MN DNR owned SNA. Honorable Mayor, City Council, and Jennifer Levitt Preserve at Prairie Dunes – CPA, ZA, PP, PUD August 15, 2024 Page 4 of 17 Previous Approvals In April of 2022, Summergate Development submitted for review and approval a preliminary plat, comprehensive plan amendment, and zoning amendment application. The preliminary plat, known as The Preserve at Prairie Dunes, included approximately 100 acres pl atted with 161 single-family lots as well as four lots at the corner of 100th Street and Hadley Avenue “Zywiec 40” for future development. The preliminary plat was approved by the City Council with Resolution 2022-086. The Developer, at the time, did not pursue a final plat application for the project. The landowners continued marketing the parcels including the preliminary four lots created on the “Zywiec 40” parcel. 2022 Preserve at Prairie Dunes Preliminary Plat (approved with Resolution 2022-086) In November of 2022, Norhart Architecture submitted for review and approval a final plat to be called The Preserve at Prairie Dunes (Resolution 2022-158). The final plat created four lots and dedicated the required right of way for the realignment of 100th Street and Hadley Avenue through the northwest parcel. The area south of the Zyweic 40 parcel (subject site for the current applica - tion) was platted as an outlot for future residential development that still required preliminary and final plat approvals. Honorable Mayor, City Council, and Jennifer Levitt Preserve at Prairie Dunes – CPA, ZA, PP, PUD August 15, 2024 Page 5 of 17 The Preserve at Prairie Dunes Final Plat (approved with Resolution 2022-158) The current planning applications for review, submitted by Pulte Homes, closely reflect the previ - ously approved preliminary plat, comprehensive plan amendment, zoning amendment, and PUD applications submitted by Summergate Development in 2022. The key dif ferences between the plats include Pulte Homes proposing 45 -foot wide lots in the northern portion of the site instead of Summergate Development’s 55-foot-wide lots, and Pulte Homes proposing to extend the rec - reational trail along the entire western property boundary of the subject site. Planning Considerations Plan Review The plan set utilized for this review was submitted by Westwood Professional Services and is dated 5/20/2024. All comments provided in the engineering review memo dated July 12, 2024, will be required to be addressed. Comprehensive Plan Amendment The subject property is currently guided as Medium Density Residential, Low Density Residential, and Industrial. The Applicant is proposing a minor land use modification to re-guide the area pre- viously guided as Medium Density Residential and Industrial on the subject parcel in the image below to Low Density Residential. Honorable Mayor, City Council, and Jennifer Levitt Preserve at Prairie Dunes – CPA, ZA, PP, PUD August 15, 2024 Page 6 of 17 Proposed 2040 Comprehensive Plan Land Use Amendment The vision of the area has changed since the 2040 Comprehensive Land Use Plan was drafted. The current land use plan has a roadway bisecting the subject property with Medium Density Residential on the west and Industrial on the east. However, when the plan was conceived, the proposed roadway was located in a conceptual location. Upon review, it was determined that the best location for the proposed roadway was the east side of the subject property adjacent to the existing 75-foot powerline easement. The intent behind this relocation is to create a significant buffer between the residential and industrial uses. The proposed preliminary plat and the land use map from the City’s 2040 Comprehensive Plan are consistent in the following ways: • The proposed development helps provide the City with a diverse mix of housing types that are needed to serve all income levels and stages in the life cycle. • Trail and sidewalk connections are proposed and acceptable to the City. • The proposed roadway layout is consistent with the transportation plan. • The proposed density of 3.00 units per acre is consistent with the 2040 Comprehensive Plan. • The proposed preliminary plat and grading plan are consistent with the medium density and low density residential land use designation for this area. Honorable Mayor, City Council, and Jennifer Levitt Preserve at Prairie Dunes – CPA, ZA, PP, PUD August 15, 2024 Page 7 of 17 The Metropolitan Council is required to review and approve all Comprehensive Plan amendments. The City’s Metropolitan Council Sector Representative has determined that the amendment re - view could be administrative and would not require adjacent community review or full Metropolitan Council review. Rezoning The subject property is currently zoned AG-2, Agricultural. The Applicant is proposing to rezone the subject property shown below to R-4, Transitional Residential, with a PUD, Planned Unit De- velopment. The R-4, Transitional Residential zoning district, is intended to provide transitional areas allowing for single-family dwellings on smaller lots where property is adjacent to a minor or major collector street and/or where property is adjacent to a higher intensity development or land use. Proposed Rezoning Mississippi River Corridor Critical Area (MRCCA) Overlay District The Mississippi River Corridor Critical Area (MRCCA) was created in 1976 to protect the area’s natural, cultural, and scenic resources. At their December 15, 2021, meeting the City Council approved a resolution adopting the DNR’s updated MRCCA ordinance, w hich provides coordi- nated land use and planning and zoning guidelines for development within the critical area. The ordinance is intended to protect existing bluffs, islands, floodplains, and wetlands and to be enforced by local jurisdictions. The southernmost section of the subject property is located within the Critical Area Separated from River MRCCA Overlay District. This area is characterized by its physical and visual distance from the Mississippi River. The district includes land separated from the river by distance, topog- raphy, development, or a transportation corridor. The land in this district is not readily visible from the Mississippi River. Honorable Mayor, City Council, and Jennifer Levitt Preserve at Prairie Dunes – CPA, ZA, PP, PUD August 15, 2024 Page 8 of 17 MRCCA Boundary Map and Project Area On the submitted preliminary plat, the Applicant has proposed to construct a stormwater pond and a recreational walking trail within the designated MRCCA area. Although development within the MRCCA area pursuant to meeting the standards of City Code Title 13 could be permitted; the Applicant has proposed the stormwater pond and recreational walking trail. Cottage Grove Business Park Alternative Urban Areawide Review (AUAR) At its March 2, 2022, meeting the City Council approved a resolution adopting the Cottage Grove Business Park AUAR Update and Mitigation Plan which requires review/update every five years. The proposed preliminary plat is consistent with the AUAR, and mitigation strategies have been included in the conditions of approval for this proposed development including any tree removal is required to occur after November 1 and before April 1. Preliminary Plat The preliminary plat, as proposed, depicts a logical development of a viable property given the adopted performance standards of the zoning district and the surrounding land uses. The Appli - cant is proposing to construct 162 single-family homes with six outlots. The lot widths will vary from 45 feet to 65 feet (76 lots) on the northern section of the plat and 65 feet (86 lots) on the southern section. Honorable Mayor, City Council, and Jennifer Levitt Preserve at Prairie Dunes – CPA, ZA, PP, PUD August 15, 2024 Page 9 of 17 Preliminary Plat Lot Sizes The Applicant is proposing a denser product on the northern section of the proposed development adjacent to the NorthPoint Development, that was approved at the December 15, 2021, City Council meeting. The NorthPoint Development consists of 3.5 million square feet of warehouse, manufacturing, distribution, and office building space. Conventional land planning concentrates denser residential uses adjacent to major roadway, transit stations, commercial, and industrial uses. Density levels decrease as you tran sition further away from the more intense uses. This is a very common land use planning practice and can be seen throughout the metropolitan area. Planned Unit Development The Applicant is requesting PUD flexibility on the following zoning performance standard for the proposed 45-foot wide lots as shown in the table below: Flexibility Requested R-4 Standards Preserve at Prairie Dunes R-4/PUD; 45-foot Lots Minimum side yard setback 7.5 feet 5 feet The requested PUD flexibility for the 45-foot-wide lots is consistent with the approvals for sur- rounding developments and the previously approved (May 18, 2022) Preserve at Prairie Dunes preliminary plat PUD flexibility. The R-4 zoning district requires a minimum side yard setback of 7.5 feet and minimum garage side yard setback of 5 feet. The Applicant is proposing to meet the Honorable Mayor, City Council, and Jennifer Levitt Preserve at Prairie Dunes – CPA, ZA, PP, PUD August 15, 2024 Page 10 of 17 garage side setback of 5 feet but is requesting flexibility on the house side setback for the 45 -foot- wide lots. With the proposed flexibility, the minimum distance between structures would be 10 feet. The Applicant is proposing the 65-foot-wide lots meet or exceed all R-4 zoning district standards. The table below indicates the standard R-4 zoning district standards and the Applicant’s proposal: Lot Development Performance Standards Standard R-4 Transitional Residential Proposed Lot width 45 feet 65 feet Lot depth 120 feet 125 feet Front yard setback 25 feet 25 feet Rear yard setback 30 feet 30 feet Side yard setback 7.5 feet 7.5 feet Side yard, garage setback 5 feet 5 feet Corner lot side setback 20 feet 20 feet Maximum structure height 35 feet 35 feet Maximum impervious surface coverage 50% 50% Besides the flexibility as previously mentioned for the 45-foot wide lots, the proposed development meets or exceeds all other R-4 zoning district standards. Access The previously discussed NorthPoint development required numerous roadway improvements as shown in the image below (Attachment A). Roadway Improvements NorthPoint Development was required to construct 105th Street from Ideal Avenue to the pro - posed roundabout as identified as Item 1 in the image above. This section was constructed as a three-lane urban section with a center left turn lane and right turn lanes at each access point. A bituminous trail was constructed on both sides of the roadway and streetlights were added for safety. Construction of 105th Street was completed in the fall of 2022. Honorable Mayor, City Council, and Jennifer Levitt Preserve at Prairie Dunes – CPA, ZA, PP, PUD August 15, 2024 Page 11 of 17 Hadley Avenue sections shown as Items 2 and 2A were designed as a residential collector with homes fronting the roadway. The intent for the Hadley Avenue roadway design is to limit the traffic from the NorthPoint Development from utilizing the roadway due to the narrowed roadway design and reduced speeds. The City is currently constructing the section of Hadley Avenue north of the roundabout on 105th Street and the realignments of Hadley Avenue and 100th Street. The City utilized Minnesota Statutes Chapter 429 to fund the project; therefore, on April 20, 2022, the City Council approved the deferred assessment waivers. The Applicant will be required to pay the deferred assessment recorded against this parcel in 2022. Assessments are required to be paid at the time of sale of the properties for development. Roadway Construction Phasing The Applicant is currently proposing to develop the subject site in two phases. The first phase of development consists of entire site grading and the 45-foot-wide lots (76 lots) north of the 105th Street and Hadley Roundabout. The second phase of development is proposed to consist of the 65-foot-wide lots (86 lots) south of the 105th Street and Hadley Avenue roundabout. Honorable Mayor, City Council, and Jennifer Levitt Preserve at Prairie Dunes – CPA, ZA, PP, PUD August 15, 2024 Page 12 of 17 Proposed Phasing Plan Sidewalks and Trails The Applicant is proposing a five-foot wide sidewalk on one side of all internal streets within the subdivision as depicted in blue below. The Applicant is proposing to construct an eight-foot wide bituminous recreation trail that will have internal neighborhood connections and will be located on the western edge of the development adjacent to the SNA. City staff and the Applicant have dis- cussed potential SNA trail connections with the Minnesota Department of Natural Resources (DNR) who indicated they did not want any trail connections to the SNA aside from the existing access points located on 110th and 103rd Streets. The proposed recreation trail will not extend to 110th Street and will connect with the proposed recreation trail for the development to the east. Honorable Mayor, City Council, and Jennifer Levitt Preserve at Prairie Dunes – CPA, ZA, PP, PUD August 15, 2024 Page 13 of 17 Trail and Sidewalks Park Land and Open Space A minimum of 10 percent of developable area shall be required to provide residents with public recreation facilities, including parks and open spaces, as part of development projects per City Code Title 10-4-3. The proposed development is located adjacent to the SNA, and to north of the proposed residential development there will be a 7.95-acre neighborhood park that was dedicated to the City as part of the NorthPoint Development. The park is proposed to include a parking lot, shelter area, active play area, a multi-use court, and an open lawn area. The proposed recrea- tional trail corridor outlot will be dedicated to the City and credited as a portion of the required park dedication and the remainder will be cash in lieu of dedication land as memorialized in the devel - opment agreement. Tree Preservation and Landscaping City Code Title 11-3-13 requires completion of a tree inventory (all qualifying trees) for the entire project area of a proposed development. The Applicant submitted a Tree Preservation Plan that included a tree survey of the existing trees on site. The ex isting site has 1,895 qualifying caliper inches of trees. The Applicant is proposing to remove 725 qualifying inches. The ordinance allows removal of 473.75 (25 percent) qualifying inches without replacement. The Applicant is proposing to remove 251.25 qualifying inches above the permitted removal of 473.75 qualifying inches; Honorable Mayor, City Council, and Jennifer Levitt Preserve at Prairie Dunes – CPA, ZA, PP, PUD August 15, 2024 Page 14 of 17 therefore, 251.25 inches are required to be mitigated. Given the Applicant is proposing to con - struct the trail segment along the western border aligning with the Comprehensive Plan, a credit towards the required mitigation of the qualifying trees required to be removed to construct the trail is proposed. 198 qualifying inches are credited toward th e Applicant’s mitigation. The remaining 53.25 caliper inches (251.25-198=53.25) are required to be mitigated. As a condition of approval, the Applicant shall work with the City to mitigate 53.25 caliper inches of replacement trees on the site or pay cash in lieu of the required mitigation, or a combination of both. A final landscaping plan shall be approved by planning staff in writing prior to the approval of the final plat, and the total cash in lieu of replacement shall be memorialized in the development agreement. Tree Preservation Plan City Code Title 11-3-12 requires landscape plantings to be installed as a part of development projects within the City. The required plantings per City Code Title 11 -3-12 are detailed below. Landscape Lot Performance Standards Standard 60’ Lot Width or Less 60’ Lot Width or Greater Boulevard Trees 1 per adjacent street 1 per adjacent street Lot Trees 2 per lot 3 per lot, no less than 2 different species Shrubs 10 per lot 10 per lot Honorable Mayor, City Council, and Jennifer Levitt Preserve at Prairie Dunes – CPA, ZA, PP, PUD August 15, 2024 Page 15 of 17 The proposed landscape plan includes 191 boulevard trees that that are identified on the City’s boulevard tree planting list. The landscaping plan shows the required trees per lot based on lot size. In addition, each lot shall have 10 understory shrubs. A final landscape plan will be required to be approved by planning staff in writing. Landscape Plan Honorable Mayor, City Council, and Jennifer Levitt Preserve at Prairie Dunes – CPA, ZA, PP, PUD August 15, 2024 Page 16 of 17 Stormwater Management Plan Storm sewer will be extended from streets within the development to the stormwater basins pro - posed within outlots that will be required to be deeded to the City for future maintenance. The proposed basin areas require access points, which are to be a mini mum of 20 feet wide to allow for maintenance of the infrastructure in the future. The preliminary stormwater management plan and wetland delineation was submitted and reviewed by the City’s engineering staff, and their comments are included in the plan review letter dated July 12, 2024. Additional review will be required upon additional submittals. Grading As with all new development projects, site grading is necessary to provide on -site stormwater detention, street and building pad elevations, and drainage swales for routing surface water runoff to appropriate storm sewer systems. The Applicant is proposing to mass site grade the develop- ment. Each building pad will be graded above the street elevation and at least three feet above the ordinary high-water elevation for stormwater basins. As noted on the preliminary grading, drainage, and erosion control plan, silt fencing will be installed along the perimeter of the grading limits, along with additional erosion and sedimentation control devices. The preliminary grading plan was reviewed by the City’s engineering staff, and their review comments are included in the July 12, 2024, memorandum. Additional grading review will be required upon additional sub - mittals. Utilities The property is currently located in the Metropolitan Urban Service Area (MUSA) and public utili- ties were provided to the subject property as part of the South District Street and Utility project. The installation of the on-site utilities, roads, and supporting infrastructure will be privately de- signed and constructed to meet City specifications. Area Charges and Development Fees Area charges and related development fees for this project will be based on the acreages shown on the final plat. All fees and charges will be accurately adjusted based on the final plat layout and be memorialized in the development agreement. Payment to the City will be required at the time the development agreement is fully executed by the City and Developer. Public Hearing Notices Public hearing notices were mailed to nine property owners who are within 500 feet of the pro - posed subdivision and published in the St. Paul Pioneer Press on July 12, 2024. Staff has not received any comments at the time of writing this report. DNR Notification At the time Summergate Development submitted development plans in 2022 , the DNR provided comments requesting that trail connections to the SNA be limited, trees adjacent to the SNA be preserved, and a recreational trail be constructed adjacent to the SNA to act as a burn break for when the DNR completes prescribed burns. In addition, Summergate Development worked with a qualified consultant to complete a desktop assessment using GIS for any listed sp ecies on the site. As part of the desktop assessment, the consultant utilized their DNR licensed copy of the Natural Heritage Information System (NHIS) which houses known element occurrences of listed species throughout the state of Minnesota. Honorable Mayor, City Council, and Jennifer Levitt Preserve at Prairie Dunes – CPA, ZA, PP, PUD August 15, 2024 Page 17 of 17 Pulte Homes has incorporated the DNR’s comments from 2022 into the current development ap - plication by proposing the recreational trail along the entire western property boundary while pre- serving trees where possible, and by limiting trail connections to the SNA. In addition, Pule Homes worked with a qualified consultant to complete an Information and Planning Consultation (IPaC) assessment for the site. The DNR provided a comment letter on August 8, 2024, which is included as an attachment to this report. Neighborhood Meeting Summergate Development and the City held a joint neighborhood meeting on March 3, 2022. Notice of the meeting was sent to surrounding property owners within 500 feet of the project area and the River Acres neighborhood. At the meeting, Summergate Developme nt provided an over- view of their proposed project, and the City provided an overview of the roadway improvements that were planned in the area. Fourteen property owners attended the meeting. The majority of questions were related to traffic and the NorthPoint development, with minor questions related to trails, sidewalks, and housing prices within the proposed development. A neighborhood meeting for the proposed project by Pulte Homes was not warranted given the proposed plans align with the Summergate project approved in 2022 with only minor adjustments. Recommendation The City Council is recommended to take the following actions: 1. Adopt Resolution 2024-118 approving the comprehensive plan amendment to re-guide the northern 32.15 acres of the subject property from Medium Density Residential and Industrial to Low Density Residential. 2. Adopt Ordinance No. 1084 approving the zoning amendment to change the zoning of the subject property from AG-2, Agricultural, to R-4, Transitional Residential, with a Planned Unit Development. 3. Adopt Resolution 2024-119 approving the Preliminary Plat for a subdivision to be called The Preserve at Prairie Dunes, which will consist of 162 lots for single-family homes. Attachments Preliminary Plans dated May 20, 2024 Engineering Review Memorandum dated July 12, 2024 Applicant’s Narrative DNR Comment Letter dated August 8, 2024 FWS IPaC Assessment Results dated June 11, 2024 N:\0032908.00\DWG\CIVIL\PRELIMINARY\0032908C-CV01.DWG PRESERVE AT PRAIRIE DUNES © 2022 Westwood Professional Services, Inc.SHEET INDEXPRELIMINARY PLANSPRESERVE AT PRAIRIE DUNESCOTTAGE GROVE, MNPREPARED FOR:SUMMERGATE DEVELOPMENT INC.17305 CEDAR AVE S. #200LAKEVILLE, MN 55044CONTACT: CASEY WOLLSCHLAGERPHONE: 952-898-3461EMAIL: CASEY@SUMMER-GATE.COMSITEVicinity Map(NOT TO SCALE)SHEETSREVISIONDATENO.0104/20/22CITY COMMENTSALL..................FORFORPRELIMINARY PLAT, GRADING, UTILITIES,TREE PRESERVATION AND LANDSCAPEPREPARED BY:PROJECT NUMBER: 0032908.00CONTACT: CORY L. MEYERPhone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150PRELIMINARY PLANSPRESERVE AT PRAIRIE DUNESCOTTAGE GROVE, MNFORFORPRELIMINARY PLAT, GRADING, UTILITIES,TREE PRESERVATION AND LANDSCAPEINITIAL SUBMITTAL DATE: 03/02/22SHEET: 1 OF 34PROJECT NUMBER: 0032908.00Sheet List TableSHEETNUMBERSHEET TITLE1Cover2Existing Conditions3Preliminary Plat4Preliminary Plat5Preliminary Plat6Preliminary Plat7Preliminary Plat8Preliminary Plat9Overall Preliminary Grading Drainage &Erosion Control Plan10Preliminary Grading Drainage & ErosionControl Plan11Preliminary Grading Drainage & ErosionControl Plan12Preliminary Grading Drainage & ErosionControl Plan13Preliminary Grading Drainage & ErosionControl Plan14Preliminary Street & Utility Plan15Preliminary Street & Utility Plan16Preliminary Street & Utility Plan17Preliminary Street & Utility Plan18Street Profiles19Street Profiles20Details21Details22Details23Details24Overall Preliminary Landscape Plan25Preliminary Landscape Plan26Preliminary Landscape Plan27Preliminary Landscape Plan28Preliminary Landscape Plan29OVERALL TREE PRESERVATION PLAN30TREE PRESERVATION PLAN31TREE PRESERVATION PLAN32TREE PRESERVATION PLAN33TREE PRESERVATION PLAN34TREE PRESERVATION DATAPreviously approvedPreviously approvedRevisedRevisedRevisedRevisedRevisedRevisedPreviously approvedPreviously approvedPreviously approvedPreviously approvedPreviously approvedPreviously approvedPreviously approvedPreviously approvedPreviously approvedPreviously approvedPreviously approvedPreviously approvedPreviously approvedPreviously approvedPreviously approvedRevisedRevisedRevisedRevisedRevisedRevisedRevisedRevisedRevisedRevisedRevised0205/20/24Pulte Lot Line Revisions TTCENT LINK FIBER OPTICETWTTTMWMWE POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHX XX WWWWEWWPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X FO S. LINE OF THE SW 1/4 OF SEC. 29 SE COR OF THE SW 1/4 OF SEC. 29, TWP. 27, RGE. 21; NE COR OF THE NW 1/4 OF SEC. 32, TWP. 27, RGE. 21 FD. WASHINGTON COUNTY CAST IRON MONUMENT N. LINE OF THE S 1/2 OFTHE NW 1/4 OF SEC. 29 NE COR OF THE SW 1/4OF THE NW 1/4 OF SEC.29, TWP. 27, RGE. 21 33.066.0 S. LINE OF THE N. 33 FT OF THE N 1/2 OF THE NW 1/4 OF SEC. 32 W. LINE OF THE E. 66 FT OF THE N 1/2 OF THE NW 1/4 OF SEC. 32 E. LINE OF THE N 1/2 OF THE NW 1/4 OF SEC. 32 N. LINE OF THE N 1/2 OF THE NW 1/4 OF SEC. 32 N. LINE OF THE SW 1/4 OF SEC. 29 E. LINE OF THE SW 1/4OF SEC. 29S. LINE OF THE S 1/2 OF THE NW 1/4 OF SEC. 29 E. LINE OF THE S 1/2 OFTHE NW 1/4 OF SEC. 29S. LINE OF THE N 1/2 OF THE NW1/4 OF SEC. 29N. LINE OF THE N 1/2 OFTHE NW 1/4 OF SEC. 29 E. LINE OF THE N 1/2 OFTHE NW 1/4 OF SEC. 29W. LINE OF THE N 1/2 OFTHE NW 1/4 OF SEC. 29NW COR OF THE N 1/2 OF THENW 1/4 OF SEC. 29, TWP. 27, RGE. 21FD. NAIL IN DISK NE COR OF THE N 1/2 OFTHE NW 1/4 OF SEC. 29,TWP. 27, RGE. 21FD. SPIKE W/DISKHADLEY AVENUE S100TH STREET S 100TH STREET S 110TH ST. SHAMLETAVE S.HAYWARDAVE S.HEATHAVE S.EASEMENT FOR ELECTRIC TRANSMISSIONIN FAVOR OF NORTHERN STATES POWERCO. PER DOC NO. 202442 EASEMENT FOR ELECTRIC TRANSMISSION IN FAVOR OF NORTHERN STATES POWER CO. PER DOC NO. 202442 37.5 37.5 75.0 37.5 37.575.037.5 37.575.0INGRESS/EGRESS EASEMENT INSPECIAL WARRANTY DEED PER DOCNO. 302059033.033.033.0INGRESS/EGRESS EASEMENT IN SPECIAL WARRANTY DEED PER DOC NO. 3020590 SW COR OF THE S 1/2 OF THE NW 1/4 OF SEC. 29, TWP. 27, RGE. 21 FD. 6X6 STONE W/DIMPLEW. LINE OF THE S 1/2 OF THENW 1/4 OF SEC. 29SE COR OF THE S 1/2 OF THE NW 1/4 OF SEC. 29 FD. 1/2 SOLID PIPE (DISTURBED/BENT)FD. MN DNRFD. MN DNR SE COR OF THE S 1/2 OF THENW 1/4 OF SEC. 29FD. 1/2 IN OPEN IRON PIPEFD. MN DNR FD. MN DNR FENCE IS WEST OF PROPERTY LINE FENCE IS WEST OF PROPERTY LINE6666 863366 GATEADDRESS NOT YET ASSIGNEDNO BUILDINGS ON SURVEYED PROPERTYPID: 29-027-21-21-0001ADDRESS NOT YET ASSIGNEDNO BUILDINGS ON SURVEYED PROPERTYPID: 29-027-21-23-0002 ADDRESS NOT YET ASSIGNED NO BUILDINGS ON SURVEYED PROPERTY PID: 29-027-21-31-0002 ADDRESS NOT YET ASSIGNED NO BUILDINGS ON SURVEYED PROPERTY PID: 32-027-21-24-0002 BIT BIT BITBITBITBIT50506080FENCE IS SOUTH OFPROPERTY LINE6 :6 :1 (6 : 1 : 1 ( 66.00 1 : 33.00 6 (33.006 (N:\0032908.00\DWG\CIVIL\PRELIMINARY\0032908C-EXP01.DWG 342PROJECT NUMBER: 0032908.00COTTAGE GROVE, MN04/20/22CHFTDDTDD© 2022 Westwood Professional Services, Inc.PRESERVE AT PRAIRIE DUNESEXISTING CONDITIONS17305 CEDAR AVE S. #200LAKEVILLE, MN 55044PRESERVE AT PRAIRIE DUNES03/02/22MATHEW J. WELINSKI5359604/20/22SUMMERGATE DEVELOPMENT INC.NOT FOR CONSTRUCTIONSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THESTATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com200'40' OR 20'0'200'400'600'1" = 200'04/20/22....CITY COMMENTS....GUY WIREPOWER POLEELECTRIC BOXELECTRIC METERSIGNSTREET LIGHTWETLANDSTEEL/WOOD POSTPOWER OVERHEADWATER MANHOLEWELLHYDRANTWATER METERTELEPHONE BOXLEGENDFENCE LINECURB & GUTTERBITUMINOUS SURFACEGRAVEL SURFACEFOUND MONUMENT (SEE LABEL)TREE LINEPOHWWWEETXEASEMENT LINESECTION LINELOT LINEBOUNDARY LINERIGHT-OF-WAY LINECAST IRON MONUMENT (SEE LABEL)FIBER OPTIC PEDESTALThe North Half of the Northwest Quarter (N 1/2 NW 1/4) and that part of the South Half of the Northwest Quarter (S 1/2 NW 1/4) and the Southwest Quarter(SW 1/4) in Section 29, lying Easterly of a straight line drawn from a point on the South line of said Southwest Quarter (SW 1/4) a distance of 66 feet West of theSoutheast corner of said Southwest Quarter (SW 1/4) to a point on the North line of said South Half of the Northwest Quarter (S 1/2 NW 1/4) a distance of 66 feetEast of the Northeast corner of the Southwest Quarter of the Northwest Quarter (SW 1/4 NW 1/4); and the North 33 feet of the East 66 feet of the North Half ofthe Northwest Quarter in Section 32, all in Township 27, Range 21, Washington County, Minnesota.Together with an easement for ingress and egress over and across the North 33 feet of the Southwest Quarter of the Northwest Quarter and the North 33 feet ofthe West 91 feet of the Southeast Quarter of the Northwest Quarter in Section 29, Township 27, Range 21.Abstract PropertyLEGAL DESCRIPTION (PER TITLE COMMITMENT NO. 693524) XX1234567891011121314151234567891011121314151617181920212223242526272829303132333412345678910111213141512345678910123456789101234567891011121314151617181920211234567891011121314 12345678910111213123456201918171615141312111516171222435566677889OUTLOT COUTLOT EOUTLOT FOUTLOT BSTREET 8 STREET 7STREET 7STREET 9 STREET 6STREET 6HADLEY AVENUE S.STREET 1STREET 3 STREET 2OUTLOT DOWNERSHIP: CITY OF COTTAGE GROVE OWNERSHIP: BGO COTTAGE GROVE LOGISTICS PARK LLCMNDNR SNA105TH STREET SOUTH112122 110TH STREET SOUTHOUTLOT A203POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH33.0091.00 1617121617182324OWNERSHIP: DRP MN 1, LLCOUTLOT DN:\0052840.00\DWG\CIVIL\PRELIMINARY\0052840C-PPP01.DWG 0501PROJECT NUMBER: 0052840.00COTTAGE GROVE, MN05/20/2024CHFTDDSRM© 2024 Westwood Professional Services, Inc.COTTAGE GROVE - ZYWEICPRELIMINARY PLATOVERALL1650 W. 82ND STREET, SUITE 300BLOOMINGTON, MINNESOTA 55431COTTAGE GROVE - ZYWEIC05/20/2024PULTE GROUP05/20/202426971CORY L. MEYERNOT FOR CONSTRUCTIONSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com200'0'200'400'600'1" = 200'· EXISTING ZONING: AG2 - AGRICULTURAL· PROPOSED ZONING: R-4/PUD· GROSS SITE AREA: 60.23 AC MAJOR R.O.W. (105TH & HADLEY AVE S.):3.71 AC EXISTING UTILITY EASEMENTS (OHP (OUTLOT B)): 2.40 AC· NET SITE AREA: 54.12 AC· PARK DEDICATION (OUTLOT D): 3.27 AC· DEVELOPMENT SUMMARY 45' SINGLE FAMILY HOMES:76 LOTS 65' SINGLE FAMILY HOMES:86 LOTS TOTAL HOMES: 162 HOMES· PROJECT OPEN SPACE: 14.24 AC·· SEE OUTLOT TABLE BELOW· PROJECT DENSITY: GROSS: ±2.69 UN/AC NET: ±3.00 UN/ACMINIMUM LOT AREASITE DEVELOPMENT DATAR-4 / PUD LOT STANDARDS1.ALL LOT DIMENSIONS ARE ROUNDED TO THE NEAREST FOOT.2.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT.3.STREET NAMES ARE SUBJECT TO APPROVAL BY THE CITY.4.DRAINAGE AND UTILITY EASEMENTS SHALL BE PROVIDED AS REQUIRED.5.STREET WIDTHS ARE SHOWN FROM BACK OF CURB TO BACK OF CURB.DEVELOPMENT NOTESPROPERTY LINESETBACK LINEEASEMENT LINECURB AND GUTTERLOT LINEPOND NORMAL WATER LEVELRETAINING WALLEXISTINGPROPOSEDTIP-OUT CURB AND GUTTERSITE LEGENDAVERAGE LOT AREAMINIMUM LOT WIDTHMINIMUM LOT DEPTHSETBACKSFRONTSIDE YARDSIDE CORNER LOTREARSTANDARDR-47,500 SFN/A125'45' @ FRT SBK120'25'7.5'20'30'OUTLOT TABLEOUTLOTGROSSAREAUSEOWNERSHIPCCITY3.93 ACOutlot A, PRESERVE AT PRAIRIE DUNES, according to the recorded plat thereof, Washington County, Minnesota.PROPERTY DESCRIPTIONTYPICAL 65' SINGLE FAMILY (SF) LOT DETAIL10'5'10'7.5'25'35'5'65'125' 125'21DRAINAGE &UTILITY EASEMENTTYPICAL LOTDIMENSIONFRONT BUILDINGSETBACKLOT NUMBERREAR BUILDING SETBACKLOT LINESIDE YARD SETBACKROAD RIGHT-OF-WAYX,XXX SFLOT AREABOHP EASEMENT / OPEN SPACEHOA2.55 AC25'5'20'30'65'DTRAIL CORRIDOR (PARK)3.27 ACEPONDING1.53 ACFPONDING2.95 ACPONDINGCITYCITYCITY45' SINGLEFAMILY65' SINGLEFAMILY5,988 SF7,000 SF8,515 SF11,312 SF65' @ FRT SBK125'45' @ FRT SBK25'20'30'SIDE YARD GARAGE5'5'5'7.5'· PROVIDED USEABLE OPEN SPACE: 879 SQ FT PER UN·· (OUTLOT D / 162 UNITS) ADJUSTED NET: ±3.83 UN/AC (GSA less r/w & perm O.S. outlots = 42.28 ac)ASIDEWALK0.01 ACCITYTYPICAL 45' SINGLE FAMILY (SF) LOT DETAIL5'10' 35'5'45'125' 125'21DRAINAGE &UTILITY EASEMENTTYPICAL LOTDIMENSIONFRONT BUILDINGSETBACKLOT NUMBERREAR BUILDING SETBACKLOT LINESIDE YARD SETBACKROAD RIGHT-OF-WAYX,XXX SFLOT AREA45'5'25' 10'(BLOCK 1, 3, 4 & 5 AND BLOCK 2, LOTS 30-34) POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH33.0091.0063.0046.1846.1846.1846.1846.1846.1846.1846.1846.1846.1846.1845.0045.0045.0045.0363.0046.3046.3046.3046.3046.3062.50 50.5050.5046.5046.5046.5046.5046.5046.5046.5070.001234567891011121314151234567891011121314151617181929123456789101112131415123456789101234567891046.5050.5050.5046.5046.5046.5046.5046.5046.50 2219181716151413121146.1846.1865.0060.3050.0050.0063.8060.4045.1968.1865.5065.5065.5067.5168.4965.5065.5065.5065.50122435550.0050.0061.5045.19OUTLOT BSTREET 6STREET 8STREET 7 STREET 8STREET 7STREET 7 STREET 9STREET 6STREET 6STREET 565.5065.5070.483033313263.50 64.64 61.36 212045.5046.1811OUTLOT A46.1866.36161746.3046.3246.3246.3264.9945.0016171846.50 46.50 232445.5045.5045.5061.4561.0045.19341265.5065.5065.5065.5088.83 70.00 65.376,928 sf6,928 sf6,928 sf6,928 sf6,928 sf6,928 sf6,928 sf6,928 sf6,928 sf6,928 sf6,928 sf6,928 sf6,928 sf6,928 sf6,045 sf6,045 sf6,045 sf6,045 sf6,565 sf6,045 sf6,565 sf6,045 sf6,045 sf6,045 sf6,258 sf6,226 sf6,193 sf6,565 sf6,045 sf6,565 sf6,045 sf6,045 sf6,045 sf6,045 sf6,045 sf6,045 sf6,045 sf6,075 sf6,075 sf6,075 sf8,717 sf6,481 sf6,764 sf10,106 sf8,895 sf6,250 sf6,250 sf6,250 sf6,250 sf6,250 sf6,320 sf9,590 sf8,535 sf5,973 sf7,517 sf8,390 sf6,750 sf6,750 sf7,299 sf6,750 sf6,750 sf9,405 sf8,774 sf8,669 sf9,565 sf12,173 sf5,988 sf5,988 sf8,060 sf5,988 sf8,315 sf8,056 sf8,463 sf8,205 sf11,732 sf298 sf12,852 sf8,544 sf10,554 sf8,919 sf9,170 sf8,936 sf9,170 sf7,769 sf9,159 sf11,681 sf8,952 sf16,251 sf8,781 sf75806546464646464646464646464646464611120196150 63464646464646464646464646464644150 150 150 150 150 150 150 150 150 150 150 150 150150 8 1 11604545455366465150464746474646476113063474647464647465150466413013013013013013013013013013066464646651356746 135 46 46 64 135134133624750514646474647464665 1301301301301301301301301301301307454545132135 11465546524645464546135 13536435513714225126 854913646464646464618135 13513513513513992 4914516310552135 22133 7446181324651130326350503413513523505061135 135 135 6550508820135 135 135 117150131525135706132501006245454562132 132 132 52 133 133 13013013013016150611425910620716715 1461039455959595917666333369326566156233476859193 167 151 1430 6,928 sf14,473 sf8,903 sf2010821 80193197137 2197666565656868656566658910618124139140126140139140133147128181 129474813411,126 sf12,525 sf9,631 sf132019718474812880802114,842 sf8,141 sfOUTLOT DR60R45 60R/W60R/W30B-B30B-B60R/W30B-B60R/W30B-B60R/W30B-B80R/W80R/W5' Sidewalk5' Sidewalk5' Sidewalk5' Sidewalk5' SidewalkElectric Transmission Line Easement per Doc No. 202442 Ingress/Egress Easementper Doc No. 3020590EX MH 8N:\0052840.00\DWG\CIVIL\PRELIMINARY\0052840C-PPP02.DWG 0502PROJECT NUMBER: 0052840.00COTTAGE GROVE, MN05/20/2024CHFTDDSRM© 2024 Westwood Professional Services, Inc.COTTAGE GROVE - ZYWEICPRELIMINARY PLATDETAILCOTTAGE GROVE - ZYWEIC05/20/202405/20/202426971CORY L. MEYERNOT FOR CONSTRUCTIONSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com60'0'60'120'180'1" = 60'1650 W. 82ND STREET, SUITE 300BLOOMINGTON, MINNESOTA 55431PULTE GROUP POHPOHPOHPOHPOHPOHPOHPOHPOH POHPOHPOHPOHPOHPOHPOHPOHPOHPOH POHHHHHHHHH70.0065.2582.00 65.7865.7882.0068.0080.00 65.50 65.50 65.50 65.50 1415161718192021222324252627282912345678910111213141516171812345660.4045.1970.00 65.2577.7565.2565.2565.2567.53 65.73 68.002266945.19OUTLOT CSTREET 7STREET 5 STREET 1 STREET 3OUTLOT D70.483033313261.0045.193467.7670.0165.5065.5070.0170.0171.1888.83 70.00 70.00 70.00 68.8212,173 sf5,988 sf5,988 sf8,060 sf5,988 sf16,251 sf10,029 sf9,135 sf12,445 sf18,737 sf14,128 sf13,196 sf11,953 sf8,621 sf11,764 sf15,159 sf21,043 sf9,170 sf9,170 sf9,170 sf9,170 sf11,243 sf10,796 sf11,426 sf8,621 sf8769528 1 116045454553230205131525135 70613250 100 6245454562132 132 132 52 133 133168654428 27184 14655 47474746 1401 4 3 1566585917193 167151 2427 7015666 2427 6666 145 145190226 6161656577141 56776565140 140 140 82464444 447115013693 14731135150 15915994175 13624 10195 1316526180180 4 513181666666101 13182 66 66 8365172 1403465666666 1401401401401401051312914,473 sf15,069 sf147,814 sf542,261 sf724670452010870 21 80193197 19 9778117 13710618474815,113 sf12,531 sf11,164 sf10,987 sf11,126 sf12,525 sf9,631 sf111,039 sf17,034 sf16,868 sf108110 35295513746119 145 1414545 42 12595628226 829778117 147 197184748128808021717170460 14370454472791406681 1010 89 1815,346 sf14,842 sf15,023 sf8,141 sf14,621 sf65.7365.7367.9711,736 sf9,135 sf10,360 sf9,932 sfR60R 4 5R60R45 60R/W30B-B60R/W30B-B60R/W30B-B80R/W100R/W5' Sidewalk Electric Transmission Line Easement per Doc No. 2024428' Trail8' TrailPONDPOND>> >> >>>>>>>> N:\0052840.00\DWG\CIVIL\PRELIMINARY\0052840C-PPP02.DWG 0503PROJECT NUMBER: 0052840.00COTTAGE GROVE, MN05/20/2024CHFTDDSRM© 2024 Westwood Professional Services, Inc.PRELIMINARY PLATDETAIL05/20/202405/20/202426971CORY L. MEYERNOT FOR CONSTRUCTIONSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com60'0'60'120'180'1" = 60'1650 W. 82ND STREET, SUITE 300BLOOMINGTON, MINNESOTA 55431PULTE GROUPCOTTAGE GROVE - ZYWEICCOTTAGE GROVE - ZYWEIC 65.7865.7882.0068.0065.5065.5068.0068.0065.5065.5065.5065.5065.5065.50 80.00 65.50 65.50 84.72 65.50 65.50 65.50 65.50 67.60 67.60 65.15 65.15 65.15 65.15 65.15 77.91 8910131415161718192021123456789101112131234567891011121345665.50 83.3567.0066.0066.0066.00 67.53 65.50 6677889OUTLOT ESTREET 1STREET 1 STREET 2STREET 2OUTLOT D18,737 sf8,621 sf12,344 sf15,159 sf21,043 sf9,170 sf9,170 sf11,243 sf15,006 sf9,918 sf11,426 sf8,621 sf9,121 sf11,004 sf9,121 sf9,121 sf9,121 sf9,121 sf11,171 sf8,515 sf8,515 sf8,515 sf8,515 sf66,768 sf9,170 sf8,840 sf8,840 sf8,515 sf8,515 sf8,515 sf8,515 sf8,515 sf10,213 sf9,464 sf9,464 sf9,170 sf9,170 sf9,170 sf12,262 sf40842427 6080656565656568686666666591 6666751461369315015915994 175 180 131666666101 13182 66 666474444447022 138 145651726666 14014014089100131 152 10534322978656565656568686666666541 1401401401401401401406666656666666868666566666690 1729 902823 66 65 66 66 66 68 68 65 66 66 66 9313013013013013088520134 7990140140130130130130130130130139140140140140142,311 sf188152 22 29 90 2018856681 10,360 sf9,932 sfR60R45R45 60R/W30B-B30B-B60R/W30B-BB-BTemp TurnAround5' Sidewalk 5' Sidewalk 5' Sidewalk8' Trail8' TrailPONDN:\0052840.00\DWG\CIVIL\PRELIMINARY\0052840C-PPP02.DWG 0504PROJECT NUMBER: 0052840.00COTTAGE GROVE, MN05/20/2024CHFTDDSRM© 2024 Westwood Professional Services, Inc.PRELIMINARY PLATDETAIL05/20/202405/20/202426971CORY L. MEYERNOT FOR CONSTRUCTIONSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com60'0'60'120'180'1" = 60'1650 W. 82ND STREET, SUITE 300BLOOMINGTON, MINNESOTA 55431PULTE GROUPCOTTAGE GROVE - ZYWEICCOTTAGE GROVE - ZYWEIC 65.50 65.5065.5068.0084.72131465.50131516177OUTLOT FSTREET 1OUTLOT D110TH STREETSOUTH10,213 sf13,224 sf12,262 sf16,748 sf11,264 sf9,520 sf128,432 sf7909160140 775 41 90 235312988534 525234799068221391 7 2 10410368153 140 2056715 31312452427 90 1911911916876715 313131245245XX XXXXXX R45 6 0 R /W30B-BTemp TurnAround5' Sidewalk8' TrailPONDN:\0052840.00\DWG\CIVIL\PRELIMINARY\0052840C-PPP02.DWG 0505PROJECT NUMBER: 0052840.00COTTAGE GROVE, MN05/20/2024CHFTDDSRM© 2024 Westwood Professional Services, Inc.PRELIMINARY PLATDETAIL05/20/202405/20/202426971CORY L. MEYERNOT FOR CONSTRUCTIONSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com60'0'60'120'180'1" = 60'1650 W. 82ND STREET, SUITE 300BLOOMINGTON, MINNESOTA 55431PULTE GROUPCOTTAGE GROVE - ZYWEICCOTTAGE GROVE - ZYWEIC 730740750760770780790800810710720720720730 740750760770780790800810810810806806808808808808808812812810810810810806806808808 810 8068 0 6 806806806806808808808808808808808808808808 80812345678910111213141516171819202122232425262728293031323334353637383940414243444546474849505112345678910111213141512345678910123456789101234567891011121314151617181920211234567891011121314123456789101112131234562219181716151413121115161752OUTLOT HOUTLOT EOUTLOT IOUTLOT FSTREET 6STREET 8STREET 7 STREET 8STREET 7STREET 7 STREET 9STREET 5STREET 1 STREET 6STREET 6STREET 5STREET 1STREET 1 STREET 3STREET 2STREET 2OUTLOT GOUTLOT GOUTLOT G53565455212011OUTLOT JOUTLOT KOUTLOT L>>>>>>>>>>>>>>>>>>>>>>>>>STMH 110STMH 111STMH 112STMH 113STMH 114PLUG 115ACBMH 116CBMH 204OCS 117FES 301CBMH 302CBMH 303CB 304CBMH 305CBMH 306CBMH 312CBMH 307CBMH 308CB 310CB 311CB 309CB 313MH 7MH 8MH 10MH 11PLUG 9APLUG 12APLUG 11AMH 9STMH 115MH 12llllllll WEST BASINNWL - DRYBOTTOM - 800800800802802804804806806>>>>>>llll>>>>l>>>lllll>>>>>>>>SSSSSTSSSSSSSSSWPOHPOHPOHPOHPOHPOHPOH POHPOHPOHPOHPOHPOHPOHPOHXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSF SFSFSFSFSFSFSF SFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SFSFSFSFSFSFSFSFINF. CELLOUTLET=798.0BOT=788.0HWL=801.7EOF=804.0BERM=804.5POND 1NWL=803.0BOTTOM=793.0HWL=805.2EOF=806.0BERM=806.5POND 3NWL=798.0BOT=788.0HWL=801.7EOF=808.7POND 2NWL=802.0BOTTOM=790.0HWL=806.0EOF=806.0ULT. EOF=808.2BERM=806.5INF. STRIP 6OUTLET=806.5BOT=805.5HWL=808.4INF. STRIP 7OUTLET=805.0BOT=804.0HWL=806.5N:\0032908.00\DWG\CIVIL\PRELIMINARY\0032908C-GDP01.DWG 349PROJECT NUMBER: 0032908.00COTTAGE GROVE, MN04/20/22CHFTDDTDD© 2022 Westwood Professional Services, Inc.PRESERVE AT PRAIRIE DUNESOVERALL PRELIMINARYGRADING DRAINAGE &EROSION CONTROL PLAN17305 CEDAR AVE S. #200LAKEVILLE, MN 55044PRESERVE AT PRAIRIE DUNES03/02/225620804/20/22CHRISTIAN H. FROEMKESUMMERGATE DEVELOPMENT INC.NOT FOR CONSTRUCTIONSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com200'40' OR 20'0'200'400'600'1" = 200'04/20/22....CITY COMMENTS....PROPERTY LINE982980SILT FENCESFTOP AND BOTTOM OF RETAINING WALLEMERGENCY OVERFLOWSB-19SOIL BORING LOCATIONSTOSTORM SEWERTPFTREE PROTECTION FENCETREE LINEEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980SPOT ELEVATIONFLOW DIRECTIONSB-19RETAINING WALL (MODULAR BLOCK)GRADING LIMITSGLGRADING & EROSION CONTROL LEGEND0.00%900.00900.00TW=XXX.XXBW=XXX.XXE.O.F.VARIES LAST REVISED:08/15/17TYPICAL LOTGD25AINDICATES A CUSTOM HOUSE PAD WHICH HAS NOT BEEN COMPLETELY GRADED OR PREPAREDTO PROPOSED GRADE. ELEVATIONS AND HOUSE STYLES SHOWN ARE ENGINEERS SUGGESTEDDESIGN FOR CUSTOM LOTS AND SHOULD BE VERIFIED WITH THE DEVELOPER.G980.6989.6 99980.0 983.0WO989.2 991.0983.0DRIVEWAY LOT CORNER ELEVATIONCUSTOMSOG = SLAB ON GRADE UNIT.WO = FULL BASEMENT WALKOUT, GRADED FOR 8.0' OF DIFFERENCE FROM THE REAR GROUND GRADE AT THE WALKOUT TO FRONT GROUND AT GARAGE DOOR.R = RAMBLER, GRADED FOR 8.0' OF DIFFERENCE FROM BASEMENT FLOOR ELEVATION TO FRONT GROUND GRADE AT GARAGE DOOR.R(1) = RAMBLER, GRADED FOR 7.3' OF DIFFERENCE FROM BASEMENT FLOOR ELEVATION TO FRONT GROUND GRADE AT GARAGE DOOR.LO = FULL BASEMENT LOOKOUT GRADED FOR 5.0' OF DIFFERENCE FROM THE REAR GROUND GRADE AT THE LOOKOUT TO THE FRONT GROUND GRADE AT THE GARAGE DOOR.DRAINAGE ARROWLOT NUMBERMINIMUM BASEMENTFLOOR ELEVATIONREAR GROUND GRADE ATWALKOUT/LOOKOUT (0.7'BELOW BASEMENT FLOORELEVATION FOR WALKOUT)FRONT GROUND GRADEAT GARAGE DOORNOTE:1.THE NUMBER IN THE PARENTHESIS INDICATES THE NUMBER OF BLOCKS THAT THE GARAGE IS DROPPED. EACH BLOCK=8".ROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETTURF REINFORCEMENT MATHIGH/LOW POINTHP/LP900.00CL-CL ELEVATIONCL-CL900.00PROPOSED STREET PROFILE GRADEX.XX%POND NORMAL WATER LEVELSILT FENCE-POST GRADINGPOST-SFHEAVY DUTY SILT FENCEHDSFREDUNDANT SEDIMENT CONTROLRSCINLET PROTECTIONEROSION CONTROL CHECKS/BIOROLLSWETLAND LINEWETLAND FILLWETLAND BUFFERPOND ACCESS MAINTENANCE BENCHWETLAND BUFFER LIMITSWETLAND BUFFER MONUMENTDO NOT DISTURBDNDSEE SHEET 10SEE SHEET 11SEE SHEET 12SEE SHEET 13 12345678910111213141516171819202122232425262728293031323334353637123456789101112131415123456789101234567891022191817161514131211112344OUTLOT FSTREET 6STREET 8STREET 7 STREET 8STREET 7 STREET 9STREET 6STREET 6STREET 5212011OUTLOT JOUTLOT KOUTLOT L>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>llllllllllllllllllllll>>>>>>>>>>>>>>>>>>>>> ll llllll>>>>>>>>>>>>>>>lllllllllllllllllll>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SSSSSSSPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHXXXXXXXXXXXXXXXXXXXXXXXXXXSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF7.13%7.61%4.57% 5.96% 5.18%6.36%5.96%6.48%7.28%6.30%6.12%4.64%5.90%7.68%7.60%7.34%5.75%5.34%7.84%8.26%5.60%6.64%9.66% 7.91% 8.55% 7.59% 9.54% 8.27% 9.80% 8.85% 5.62% 5.65% 6.77%6.45%6.38%5.42%5.77%5.93%5.69%5.46%5.74%6.67%6.18%4.69% 6.73% 4.59% 6.97 % 5.12% 7.17% 7.18% 7.29%5.91%6.13% 7.27% 7.61%5.63%6.17%5.57%7.83%6.90%5.75% 7.44%7.77%813.0805.0R813.5805.5R812.5804.5R813.5 805.5 R 813.5 812.0804.0R812.0804.0R811.3803.3R811.3811.5803.5R811.5811.8803.8R811.8812.5804.5R812.5813.3805.3R813.3813.8805.8R813.8814.5806.5R814.5814.5806.5R814.5814.5806.5R814.5814.0806.0R814.0814.0806.0R814.0813.5805.5R813.5813.5805.5R813.5813.8805.8R813.8816.0808.0LO811.0815.3808.0LO (1)811.0816.1808.1LO811.1812.9804.9R812.9813.0805.0R813.0812.0804.0R812.0812.0804.0R812.0814.2 806.2 R 814.2 814.7 806.7 R 814.7 814.8 806.8 R 814.8 814.7 806.7 R 814.7 814.0 806.0 R 814.0 813.3 805.3 R 813.3 813.2 805.2 R 813.2 813.8 805.8 R 813.8 814.2 806.2 R 814.2 814.3806.3R814.3813.9805.9R813.9814.7808.0LO (2)811.0815.3808.0LO (1)811.0815.3808.0LO (1)811.0816.0808.0LO811.0816.0808.0LO811.0815.5808.2LO (1)811.2815.3808.0LO (1)811.0814.7808.0LO (2)811.0816.0808.0LO811.0813.5805.5R813.5814.8806.8R814.8813.0805.0R813.0813.5805.5R813.5813.7805.7R813.7813.9805.9R813.9814.8806.8R814.8815.5807.5R815.5814.5 806.5 R 814.5 814.0 806.0 R 814.0 813.7 805.7 R 813.7 813.5 805.5 R 813.5 813.5 805.5 R 813.5812.8804.8R812.8813.5805.5R813.5814.0806.0R814.0814.0806.0R814.0815.0807.0R815.0812.5804.5R812.5814.0806.0R814.0813.0805.0R813.0813.0805.0R813.0813.0805.0R813.0813.6805.6R813.611.2 10.5 10.6 10.3 9.6 8.6 8.3 7.3 6.7 5.86.06.08.5 813.3805.3R815.0807.0R815.08.74%6.71%7.44%7.47% 814.7 806.7 R 814.7 814.4 806.4 R 814.4 814.1 806.1 R 814.1 813.5 805.5 R 813.5 813.4 805.4 R 813.4 813.5 805.5 R 813.5 813.6 805.6 R 813.6 814.1 806.1 R 814.1 814.5 806.5 R 814.5 815.1 807.1 R 815.1 5.73%4.86%5.21%6.33%5.87%6.81%5.92%6.78%6.44%6.12%6.81% 5.03% 5.41%6.16%9.611.812.112.5 12.9 13.4 13.8 13.8 13.4 13.0 12.4 12.7 13.1 13.7 15.4 12.012.011.511.77.78.89.9 11.0 9.9 8.813.012.712.3 11.9 11.5 11.1 12.811.213.413.112.312.011.711.812.212.613.012.713.312.612.111.812.212.713.211.2 12.312.013.18.9 7.7 13.0 9.0 7.9 8.810.7 11.1 11.7 11.8 10.610.19.910.1 11.0 11.811.8 13.212.611.911.812.212.7 13.3 13.7 12.912.311.812.311.910.011.0 12.610.613.511.811.6 11.2 11.5 12.7 11.113.2LP807.7LP808.8LP807.5LP808.6E.O.F.811.1HP811.0LP807.0E.O.F.811.4HP812.2E.O.F.811.69.5 12.7 814.7808.0LO (2)811.08.65%8.89.48.48.79.510.5814.5806.5R814.5813.5805.5R813.5811.5803.5R814.4 806.4 R 814.4 814.2 806.2 R 814.2 13.111.511.710.4 10.7 12.712.813.213.413.212.812.412.011.812.012.49.17.58.69.610.610.59.89.85.52%5.62%9.510.76.96%7.612.29.9 7.49%11.46.86%11.4 11.1 11.4 8.5 11.09.99. 4 8.18.48.58.59.39.510.310.210.110.410.811.110.810.810.19.75%5.94%INF. STRIP 6OUTLET=806.5BOT=805.5HWL=808.4E.O.F.810.9E.O.F.811.0E.O.F.811.7E.O.F.811.2E.O.F.806.02.00%-2.00%-2.00%-2.20%-2.00% -2.00% -2.00% -2.91%-1.64%-1.50%-1.50%-2.07%-1.50%-1.50%INF. STRIP 7OUTLET=805.0BOT=804.0HWL=806.501234567 0+00.0001234567891011121314 15160+00.00 16+28.220123456780+00.008+93.47012340+00.004+59.45LP811.14LP812.09HP813.510.75%0.86%0.82%0.75%0.86%0.75%LP811.45HP813.080.75%0.75%0.75%0.75%0.75%LP810.811.17%0.75%LP809.54HP813.00HP813.12LP811.19HP 811.77 LP810.841.42%0.75%1.42%0.75%0.75%0.91%0.75%0.91%0.75%0.75%0.75%1.56%0123456789 0+00.00810812814814810808810808812814812814810808812812 810812810810 80480480680680880680881081 2 814 810 812812 812 8 1 2 810 810 812 81 2 814812 812 812 812 814 8128128 1 2 812 CBMH-107RE=812.30IE=803.20 (N)IE=803.20 (S)CBMH-106RE=809.89IE=802.71 (N)IE=802.71 (SE)CBMH-122RE=811.82IE=802.44 (N)IE=803.96 (W)IE=803.96 (S)CBMH-128RE=811.57IE=807.42 (S)STMH-126RE=812.74IE=806.74 (E)IE=806.74 (S)CBMH-105RE=809.02IE=804.37 (NE)CBMH-104RE=809.09IE=802.55 (NW)IE=804.24 (SW)IE=802.55 (SE)STMH-112RE=811.82IE=805.69 (E)IE=805.62 (W)IE=805.42 (S)CBMH-108RE=810.88IE=804.72 (N)IE=803.53 (E)IE=803.53 (S)CBMH-132RE=810.33IE=804.65 (N)IE=806.04 (S)IE=804.45 (W)CBMH-134RE=810.33IE=806.18 (N)CBMH-125RE=810.93IE=806.78 (E)CBMH-123RE=810.93IE=806.12 (N)IE=806.64 (W)IE=803.46 (E)IE=803.06 (S)CBMH-110RE=810.68IE=805.06 (N)IE=805.89 (W)IE=804.86 (S)CBMH-111RE=810.68IE=806.03 (E)CBMH-113RE=810.63IE=806.34 (N)IE=806.15 (W)CBMH-114RE=810.63IE=806.48 (S)CBMH-103RE=809.52IE=802.28 (NW)IE=802.28 (E)CBMH-121RE=811.60IE=807.45 (E)CBMH-120RE=811.60IE=807.31 (W)IE=803.23 (N)IE=803.23 (S)CBMH-130RE=810.30IE=805.11 (N)IE=804.92 (S)CBMH-129RE=810.30IE=804.83 (N)IE=804.83 (E)STMH-119RE=811.82IE=803.80 (S)IE=803.13 (N)IE=803.96 (E)IE=803.13 (W)CBMH-102RE=810.25IE=803.89 (N)IE=801.93 (W)IE=801.58 (E)IE=801.18 (S)CBMH-117RE=810.89IE=802.29 (E)IE=806.60 (S)IE=802.29 (W)CBMH-118RE=810.89IE=806.74 (N)CBMH-124IE=804.19 (W)CBMH-133RE=808.59IE=805.29 (S)CBMH-131RE=809.08IE=805.78 (S)CBMH-109IE=803.70 (W)CBMH-116RE=807.66IE=804.50 (S)27 LF-12" RCP CL 5 @ 0.50%109 LF-18" RCP CL 5 @ 0.33%156 LF-24" RCP CL 5 @ 0.21%45 LF-21" RCP CL 5 @ 0.32%246 LF-24" RCP CL 5 @ 0.20%77 LF-24" RCP CL 5 @ 0.21%84 LF-24" RCP CL 3 @ 0.32%95 LF-24" RCP CL 5 @ 0.37%84 LF-24" RCP CL 5 @ 1.00%107 LF-15" RCP CL 5 @ 0.80%27 LF-12" RCP CL 5 @ 0.50%32 LF-24" RCP CL 5 @ 0.30%105 LF-15" RCP CL 5 @ 0.33%189 LF-15" RCP CL 5 @ 0.33%27 LF-12" RCP CL 5 @ 0.50%140 LF-18" RCP CL 5 @ 0.44%146 LF-12" RCP CL 5 @ 0.50%166 LF-15" RCP CL 5 @ 0.52%272 LF-24" RCP CL 5 @ 0.27% 151 LF-12" RCP CL 5 @ 0.44%27 LF-12" RCP CL 5 @ 0.50%146 LF-15" RCP CL 5 @ 0.41%85 LF-24" RCP CL 3 @ 0.83%145 LF-12" RCP CL 5 @ 0.44%147 LF-15" RCP CL 5 @ 0.33%39 LF-12" RCP CL 5 @ 0.44%27 LF-12" RCP CL 5 @ 0.50%27 LF-15" RCP CL 5 @ 0.33%103 LF-15" RCP CL 5 @ 0.45%27 LF-15" RCP CL 5 @ 0.50%26 LF-15" RCP CL 5 @ 0.50%812.50811.43812.18813.39812.89812.88812.15811.36811.49812.41812.96811.72810.31809.57810.29811.04811.95811.34810.89812.24813.51814.63813.88813.13812.38811.63811.09811.71812.46813.24812.42812.20812.94812.83811.97811.59812.26812.60811.64811.67812.4227 LF-12" RCP CL 5 @ 0.50%N:\0032908.00\DWG\CIVIL\PRELIMINARY\0032908C-GDP01.DWG 3410PROJECT NUMBER: 0032908.00COTTAGE GROVE, MN04/20/22CHFTDDTDD© 2022 Westwood Professional Services, Inc.PRESERVE AT PRAIRIE DUNESPRELIMINARY GRADINGDRAINAGE & EROSIONCONTROL PLAN17305 CEDAR AVE S. #200LAKEVILLE, MN 55044PRESERVE AT PRAIRIE DUNES03/02/225620804/20/22CHRISTIAN H. FROEMKESUMMERGATE DEVELOPMENT INC.NOT FOR CONSTRUCTIONSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com50'10' OR 5'0'50'100'150'1" = 50'04/20/22....CITY COMMENTS....PROPERTY LINE982980SILT FENCESFTOP AND BOTTOM OF RETAINING WALLEMERGENCY OVERFLOWSB-19SOIL BORING LOCATIONSTOSTORM SEWERTPFTREE PROTECTION FENCETREE LINEEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980SPOT ELEVATIONFLOW DIRECTIONSB-19RETAINING WALL (MODULAR BLOCK)GRADING LIMITSGLGRADING & EROSION CONTROL LEGEND1.ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER GRADESUNLESS OTHERWISE NOTED.2.REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT HORIZONTAL SITE DIMENSIONSAND LAYOUT.3.THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES ANDTOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD-VERIFY PRIOR TO CONSTRUCTION.THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES ORVARIATIONS FROM PLAN.4.ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES.5.POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES.GRADING & DRAINAGE NOTES0.00%900.00900.00TW=XXX.XXBW=XXX.XXE.O.F.1.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANYEXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUNDCOVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND ORREMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OFEXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TOEROSION CONTROL. TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE CITYSHALL BE INCIDENTAL TO THE GRADING CONTRACT.2.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACHWORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILSTO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.3.REDUNDANT PERIMETER SEDIMENT CONTROLS ARE NECESSARY WHEN SOIL DISTURBANCE ISWITHIN 50 FEET OF SURFACE WATERS. REDUNDANT SEDIMENT CONTROLS COULD INCLUDE:3.1.TWO ROWS OF SILT FENCE (SEPARATED BY 8 FEET); OR3.2.SILT FENCE AND A TOPSOIL BERM (STABILIZE BERM WITH MULCH); OR3.3.SILT FENCE AND FIBER LOGS; OR3.4.TOPSOIL BERM AND FIBER LOGS (STABILIZE BERM WITH MULCH).4.REDUNDANT SEDIMENT CONTROLS MUST BE INSTALLED PRIOR TO DISTURBING WITHIN 50 FEETOF THE SURFACE WATER.EROSION CONTROL NOTESROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETTURF REINFORCEMENT MATHIGH/LOW POINTHP/LP900.00CL-CL ELEVATIONCL-CL900.00PROPOSED STREET PROFILE GRADEX.XX%POND NORMAL WATER LEVELSILT FENCE-POST GRADINGPOST-SFHEAVY DUTY SILT FENCEHDSFREDUNDANT SEDIMENT CONTROLRSCINLET PROTECTIONEROSION CONTROL CHECKS/BIOROLLSWETLAND LINEWETLAND FILLWETLAND BUFFERPOND ACCESS MAINTENANCE BENCHWETLAND BUFFER LIMITSWETLAND BUFFER MONUMENTDO NOT DISTURBDNDSILT FENCE (TYP.)SILT FENCE(TYP.)INLET SEDIMENTCONTROL (TYP.)INLET SEDIMENTCONTROL (TYP.)ROCK CONSTRUCTIONENTRANCE (TYP.) 8108083435363738394041424344454647484950511234567891011121314123451155852OUTLOT ESTREET 7STREET 5 STREET 1 STREET 3OUTLOT G53565455>> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>STMH 112STMH 113STMH 114PLUG 115ACBMH 116CBMH 305CBMH 306CBMH 312CBMH 307CBMH 308CB 311CB 309CB 313MH 10MH 11PLUG 9APLUG 12APLUG 11A>>MH 9>STMH 115MH 12llllllllllllll l l l l806>>>>>>>>>>lllllllllll>>>>>>>>>>>>>>>>>>STSSSSSSPOHPOHPOHPOHPOHPOHPOHPOHPOH POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH POHXXXXXXXXXXXXXXXXXXXXXXXXXXXSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF 8.51%9.21%6.12%8.03%7.57%9.02%5.75%8.31%9.61%7.99%5.17%6.34%7.60%8.30%8.97%8.42%7.51%8.21%7.85%5.82%7.09%5.89%5.80 % 6.12%4.72%5.50%6.09%7.57%7.36%5.71%7.61%814.4 806.4 R 814.4 815.0 807.0 R 815.0 814.3 806.3 R 814.3 814.0 806.0 R 814.0 813.0 805.0 R 813.0 813.0 805.0 R 813.0 813.0805.0R813.0812.5804.5R812.5812.0804.0R812.0812.2804.2R812.2811.5803.5R811.5811.3803.3R 811.3812.0804.0R812.0812.3804.3R812.3812.0804.0R812.0813.0805.0R813.0811.0803.0R811.0814.0806.7LO (1)809.7814.8806.8LO809.8815.0807.0LO810.0817.0809.0LO812.0816.0808.0LO811.0816.5808.5LO811.5816.5808.5LO811.5816.5808.5LO811.5 8 1 6 . 5 8 0 8 . 5 L O 8 1 1 . 5 816.0 808.0 LO 811.0 816.0 808.0 LO 811.0 815.5 807.5 LO 810.5 814.7 807.4 LO (1) 810.4 813.0805.0R813.0 813.0813.5812.5813.5805.5813.5812.0812.0811.310.811.211.310.6813.37.74%10.2INF. CELLOUTLET=798.0BOT=788.0HWL=801.7EOF=804.0BERM=804.5LP809.2E.O.F.811.2POND 3NWL=798.0BOT=788.0HWL=801.7EOF=808.76.112.311.814.115.015.0 15.0 14.914.613.612.911.29.69.09.39.85.410.07.37.510.010.010.4 9.8 9.8 6.6 9.3 9.0 10.310.612.49.98.913.310.711.612.413.37.46.15.15.86.16.68.14.09.812.111.5 9.2 9.0 12.312.913.514.8HP810.5LP806.3E.O.F.811.5816.5 808.5 LO 811.5 11.514.66.33%4.04.04.0 10.03.03.03.03.23.04.0 5.0 4.910.19.711.611.912.3E.O.F.808.7E.O.F.809.4-2.07%-2.00%-2.00% -2.00% -2.00% -2.00% -2.00%-3.00%-2.00 % 8 910111212+52.22012345 0+00.00 5+51.60 012340+00.004+50.3913 14 15 15+97.26HP814.75LP811.191.15%1.15 % 1.09% 1.35%HP809.72LP808.660.81%0.75%0.75%1.00%1011 12 13 1414+49.8110:13:13:13:1 4:14:14:1??????4:1790800788792794796798802790800788792794796798800796798802802800796798802804806808 810 810810812810804806808812814 CBMH-206RE=811.61IE=807.31 (W)IE=807.11 (S)CBMH-207RE=811.59IE=807.44 (E)CBMH-208RE=808.46IE=803.48 (W)IE=803.48 (S)STMH-270RE=809.21IE=796.88 (W)IE=799.06 (W)CBMH-137RE=811.21IE=805.09 (E)IE=804.89 (N)CBMH-135RE=810.68IE=806.39 (W)IE=804.66 (S)IE=804.66 (N)CBMH-136RE=810.68IE=806.53 (E)CBMH-210RE=808.15IE=804.00 (S)CBMH-209RE=808.15IE=803.86 (N)IE=803.67 (E)CBMH-214RE=809.17IE=805.87 (S)CBMH-138RE=808.98IE=805.68 (W)STMH-801RE=804.74IE=800.10 (S)IE=800.10 (N)STMH-101RE=803.19IE=798.22 (N)IE=798.22 (SW)OCS-700RE=802.50IE=798.00 (E)FES-100IE=798.00 (NE)FES-800IE=799.97 (S)27 LF-12" RCP CL 5 @ 0.50%70 LF-15" RCP C L 5 @ 0 . 3 3 %34 LF-30" RCP CL 3 @ 0.65%27 LF-12" RCP CL 5 @ 0.50%57 LF-15" RCP CL 5 @ 0.33%197 LF-18" RCP CL 5 @ 0.24%27 LF-12" RCP CL 5 @ 0.50%342 LF-12" RCP CL 5 @ 0.26%57 LF-12" RCP CL 5 @ 0.23%248 LF-12" RCP CL 5 @ 0.45%262 LF-12" RCP CL 5 @ 0.50%135 LF-12" RCP CL 5 @ 0.44%FES-600IE=796.00 (S)FES-602IE=797.90 (N)26 LF-24" RCP CL 3 @ 1.00%812.31811.49810.59809.92809.28809.14810.49810.07809.07808.78809.52809.39811.84813.07814.27814.53813.29811.96811.2028 LF-24" RCP CL 3 @ 1.00%395 LF-30" RCP CL 3 @ 0.75%N:\0032908.00\DWG\CIVIL\PRELIMINARY\0032908C-GDP01.DWG 3411PROJECT NUMBER: 0032908.00COTTAGE GROVE, MN04/20/22CHFTDDTDD© 2022 Westwood Professional Services, Inc.PRESERVE AT PRAIRIE DUNESPRELIMINARY GRADINGDRAINAGE & EROSIONCONTROL PLAN17305 CEDAR AVE S. #200LAKEVILLE, MN 55044PRESERVE AT PRAIRIE DUNES03/02/225620804/20/22CHRISTIAN H. FROEMKESUMMERGATE DEVELOPMENT INC.NOT FOR CONSTRUCTIONSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com50'10' OR 5'0'50'100'150'1" = 50'04/20/22....CITY COMMENTS....PROPERTY LINE982980SILT FENCESFTOP AND BOTTOM OF RETAINING WALLEMERGENCY OVERFLOWSB-19SOIL BORING LOCATIONSTOSTORM SEWERTPFTREE PROTECTION FENCETREE LINEEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980SPOT ELEVATIONFLOW DIRECTIONSB-19RETAINING WALL (MODULAR BLOCK)GRADING LIMITSGLGRADING & EROSION CONTROL LEGEND1.ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER GRADESUNLESS OTHERWISE NOTED.2.REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT HORIZONTAL SITE DIMENSIONSAND LAYOUT.3.THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES ANDTOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD-VERIFY PRIOR TO CONSTRUCTION.THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES ORVARIATIONS FROM PLAN.4.ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES.5.POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES.GRADING & DRAINAGE NOTES0.00%900.00900.00TW=XXX.XXBW=XXX.XXE.O.F.1.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANYEXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUNDCOVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND ORREMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OFEXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TOEROSION CONTROL. TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE CITYSHALL BE INCIDENTAL TO THE GRADING CONTRACT.2.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACHWORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILSTO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.3.REDUNDANT PERIMETER SEDIMENT CONTROLS ARE NECESSARY WHEN SOIL DISTURBANCE ISWITHIN 50 FEET OF SURFACE WATERS. REDUNDANT SEDIMENT CONTROLS COULD INCLUDE:3.1.TWO ROWS OF SILT FENCE (SEPARATED BY 8 FEET); OR3.2.SILT FENCE AND A TOPSOIL BERM (STABILIZE BERM WITH MULCH); OR3.3.SILT FENCE AND FIBER LOGS; OR3.4.TOPSOIL BERM AND FIBER LOGS (STABILIZE BERM WITH MULCH).4.REDUNDANT SEDIMENT CONTROLS MUST BE INSTALLED PRIOR TO DISTURBING WITHIN 50 FEETOF THE SURFACE WATER.EROSION CONTROL NOTESROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETTURF REINFORCEMENT MATHIGH/LOW POINTHP/LP900.00CL-CL ELEVATIONCL-CL900.00PROPOSED STREET PROFILE GRADEX.XX%POND NORMAL WATER LEVELSILT FENCE-POST GRADINGPOST-SFHEAVY DUTY SILT FENCEHDSFREDUNDANT SEDIMENT CONTROLRSCINLET PROTECTIONEROSION CONTROL CHECKS/BIOROLLSWETLAND LINEWETLAND FILLWETLAND BUFFERPOND ACCESS MAINTENANCE BENCHWETLAND BUFFER LIMITSWETLAND BUFFER MONUMENTDO NOT DISTURBDNDSILT FENCE (TYP.)SILT FENCE (TYP.)EROSION CONTROLBLANKET (TYP.)INLET SEDIMENTCONTROL (TYP.) 810806806808808808808812812141516171819202112345678910111234567891011125655677OUTLOT HSTREET 1STREET 1 STREET 2STREET 2OUTLOT GXXXXXXXXXXXXXXXXXXXXXXXXXXXSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF7.77%5.75%8.69%8.66%8.62%5.89%8.51%8.44%8.13%7.68%7.25%8.02%7.58%8.35%9.26%9.53%9.49%9.45%9.03%7.67%8.36%5.49%5.41%10.19%5.35%5.17%4.59%5.77%817.2 809.2 LO 812.2 816.7 808.7 LO 811.7 816.2 808.2 LO 811.2 815.2 807.2 LO 810.2 815.2 807.2 LO 810.2 815.2 807.2 LO 810.2 815.7 807.7 LO 810.7 816.2 808.2 LO 811.2 816.7 808.7 LO 811.7 816.4 808.4 LO 811.4 815.8 807.8 LO 810.8 815.5 808.2 LO (1) 811.2 815.3 808.6 LO (2) 811.6 815.6 808.9 LO (2) 811.9 816.2 809.5 LO (2) 812.5 816.8 809.5 LO (1) 812.5 817.3 809.3 LO 812.3 817.4 809.4 LO 812.4 817.3 809.3 LO 812.3 816.7 808.7 R 816.7 816.7 808.7 R 816.7815.2807.2LO810.2815.2807.2LO810.2816.1808.1LO811.181 5 . 2 80 7 . 2 R 81 5 . 2 815.0807.0R815.0815.0807.0R815.0815.2 807.2 R 815.2 816.0 808.0 R 816.0 815.0 807.0 R 815.0 815.0 807.0 R 815.0 10.09.49.610.310.410.711.612.110.98.510.110.98.5816.7 808.7 LO 811.7 5.04%7.24%4.46% 5. 2 2 %E.O.F.809.4LP807.9E.O.F.807.4E.O.F.810.2LP807.9POND 2NWL=802.0BOTTOM=790.0HWL=806.0EOF=806.0ULT. EOF=808.2BERM=806.511.8 9.7 7.9 6.6 7.9 13.814.312.313.0 6.613.613.813.91 3 . 9 13.8 13.6 11.18 . 2 6.57.2 7.6 14.313.814.314.415.415.314.714.113.713.013.213.714.114.615.111.06.06.06.06.06.06.06.06.015.515.214.614.013.413.013.313.814.314.815.27.811.514.213.2LP806.6HP814.5E.O.F.811.6E.O.F.811.2HP811.9E.O.F.811.1LP806.8E.O.F.806.0-2.00%2.00%-2.00%-2.00% -2.00% -2.52% -2.00% -2.00%01234560+00.006+02.923 4 5 6 7 8 9 10 11 12 HP814.87LP812.65HP815.160.75% 0.75%0.93% 0.75%0.93%0.75%HP813.63LP812.532.00%2.00%0.75%0.75%0.81%81080880881281481081081281 4 810808812814800792794796798802804806800792794796798802804812814810804 806 808 810 STMH-205RE=814.17IE=803.25 (E)IE=806.17 (N)IE=803.05 (W)CBMH-303RE=812.31IE=802.88 (E)IE=802.68 (N)CBMH-302RE=812.13IE=802.52 (S)IE=802.32 (W)CBMH-301RE=812.13IE=802.25 (E)IE=802.24 (W)CBMH-202RE=812.37IE=802.55 (E)IE=802.55 (N)IE=802.55 (S)CBMH-204RE=812.01IE=807.86 (S)CBMH-203RE=812.01IE=802.71 (E)IE=807.72 (N)IE=802.71 (W)STMH-802RE=811.71IE=800.99 (S)IE=800.99 (N)CBMH-212RE=810.52IE=804.04 (N)IE=804.04 (S)CBMH-211RE=810.39IE=803.92 (S)IE=803.95 (N)IE=803.72 (W)STMH-216RE=808.64IE=803.01 (W)IE=803.00 (N)IE=803.00 (S)CBMH-213RE=807.78IE=804.56 (N)IE=804.36 (S)CBMH-215RE=807.88IE=804.58 (N)CBMH-304RE=806.87IE=803.57 (W)CBMH-217RE=806.55IE=803.25 (E)STMH-201RE=806.00IE=801.93 (N)IE=801.93 (SW)OCS-803RE=805.40IE=802.00 (N)FES-900IE=802.02 (S)FES-300IE=801.89 (E)FES-200IE=801.89 (NE)138 LF-12" RCP CL 5 @ 0.50%47 LF-15" RCP CL 5 @ 0.33%27 LF-18" RCP CL 5 @ 0.26%168 LF-21" RCP CL 5 @ 0.21%132 LF-12" RCP CL 5 @ 0.50%27 LF-15" RCP CL 5 @ 0.33%143 LF-15" RCP CL 5 @ 0.33%131 LF-18" RCP CL 5 @ 0.26%237 LF-27" RCP CL 3 @ 0.26 %24 LF-27" RCP CL 3 @ 0.17%27 LF-12" RCP CL 5 @ 0.50%96 LF-15" RCP CL 5 @ 0.33%254 LF-15" RCP CL 5 @ 0.37%71 LF-15" RCP CL 5 @ 0.33%181 LF-21" RCP CL 5 @ 0.25%43 LF-18" RCP CL 5 @ 0.37%50 LF-15" RCP CL 5 @ 0.23%390 LF-12" RCP CL 5 @ 0.26%813.85811.92813.98814.60814.42813.48812.67813.10813.85814.60812.80813.58813.203:13:13:14:14:14:14:1N:\0032908.00\DWG\CIVIL\PRELIMINARY\0032908C-GDP01.DWG 3412PROJECT NUMBER: 0032908.00COTTAGE GROVE, MN04/20/22CHFTDDTDD© 2022 Westwood Professional Services, Inc.PRESERVE AT PRAIRIE DUNESPRELIMINARY GRADINGDRAINAGE & EROSIONCONTROL PLAN17305 CEDAR AVE S. #200LAKEVILLE, MN 55044PRESERVE AT PRAIRIE DUNES03/02/225620804/20/22CHRISTIAN H. FROEMKESUMMERGATE DEVELOPMENT INC.NOT FOR CONSTRUCTIONSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com50'10' OR 5'0'50'100'150'1" = 50'04/20/22....CITY COMMENTS....PROPERTY LINE982980SILT FENCESFTOP AND BOTTOM OF RETAINING WALLEMERGENCY OVERFLOWSB-19SOIL BORING LOCATIONSTOSTORM SEWERTPFTREE PROTECTION FENCETREE LINEEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980SPOT ELEVATIONFLOW DIRECTIONSB-19RETAINING WALL (MODULAR BLOCK)GRADING LIMITSGLGRADING & EROSION CONTROL LEGEND1.ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER GRADESUNLESS OTHERWISE NOTED.2.REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT HORIZONTAL SITE DIMENSIONSAND LAYOUT.3.THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES ANDTOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD-VERIFY PRIOR TO CONSTRUCTION.THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES ORVARIATIONS FROM PLAN.4.ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES.5.POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES.GRADING & DRAINAGE NOTES0.00%900.00900.00TW=XXX.XXBW=XXX.XXE.O.F.1.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANYEXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUNDCOVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND ORREMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OFEXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TOEROSION CONTROL. TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE CITYSHALL BE INCIDENTAL TO THE GRADING CONTRACT.2.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACHWORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILSTO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.3.REDUNDANT PERIMETER SEDIMENT CONTROLS ARE NECESSARY WHEN SOIL DISTURBANCE ISWITHIN 50 FEET OF SURFACE WATERS. REDUNDANT SEDIMENT CONTROLS COULD INCLUDE:3.1.TWO ROWS OF SILT FENCE (SEPARATED BY 8 FEET); OR3.2.SILT FENCE AND A TOPSOIL BERM (STABILIZE BERM WITH MULCH); OR3.3.SILT FENCE AND FIBER LOGS; OR3.4.TOPSOIL BERM AND FIBER LOGS (STABILIZE BERM WITH MULCH).4.REDUNDANT SEDIMENT CONTROLS MUST BE INSTALLED PRIOR TO DISTURBING WITHIN 50 FEETOF THE SURFACE WATER.EROSION CONTROL NOTESROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETTURF REINFORCEMENT MATHIGH/LOW POINTHP/LP900.00CL-CL ELEVATIONCL-CL900.00PROPOSED STREET PROFILE GRADEX.XX%POND NORMAL WATER LEVELSILT FENCE-POST GRADINGPOST-SFHEAVY DUTY SILT FENCEHDSFREDUNDANT SEDIMENT CONTROLRSCINLET PROTECTIONEROSION CONTROL CHECKS/BIOROLLSWETLAND LINEWETLAND FILLWETLAND BUFFERPOND ACCESS MAINTENANCE BENCHWETLAND BUFFER LIMITSWETLAND BUFFER MONUMENTDO NOT DISTURBDNDINLET SEDIMENT CONTROL (TYP.)SILT FENCE (TYP.) 810810810806808 810806806806806808 8088088 0 8 6 STREET 1 110TH STREET SOUTH WATWATWATWATWATWATWAT 110TH STREET SOUTH 203 XX X XXXX X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXSFSFSFSFSFSFSFSFS F S F SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFS F SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSF5.49%7.62%6.81%6.02%6.45%4.98%6.07%813.5805.5LO808.5814.7806.7LO809.7815.2807.2LO810.2815.7807.7LO810.7816.7808.7LO811.7815.7807.7LO810.7816.7808.7LO811.79.0812.7805.4LO (1)808.4 9.76.88%LP804.815.010.313.813.1 12.4 11.66.06.08.08.0 6.5 7.014.710.3E.O.F.808.2E.O.F.806.0-2.00%-2.00%-2.00%012 0+00.001.84%810808812 810806808812814810806808800794796798802 804 800794796798802804806CBMH-403RE=809.81IE=804.56 (N)IE=804.36 (S)CBMH-402RE=809.48IE=804.27 (N)IE=804.27 (S)STMH-401RE=809.71IE=803.78 (N)IE=803.78 (SW)STMH-901RE=806.42IE=802.13 (S)IE=802.13 (N)FES-404IE=804.80 (S)OCS-902RE=806.00IE=803.00 (N)FES-400IE=803.50 (NE)48 LF-12" RCP CL 5 @ 0.50%27 LF-15" RCP CL 5 @ 0.33%149 LF-15" RCP CL 5 @ 0.33%81 LF-18" RCP CL 5 @ 0.35%377 LF-15" RCP CL 5 @ 0.23% 3:1 3:1Horizontal 4:1 3:14:1 800810794796798802804806808800794796798802804806808 814.55812.76810.92OUTLOT IPOND 1NWL=803.0BOTTOM=793.0HWL=805.2EOF=806.0BERM=806.5N:\0032908.00\DWG\CIVIL\PRELIMINARY\0032908C-GDP01.DWG 3413PROJECT NUMBER: 0032908.00COTTAGE GROVE, MN04/20/22CHFTDDTDD© 2022 Westwood Professional Services, Inc.PRESERVE AT PRAIRIE DUNESPRELIMINARY GRADINGDRAINAGE & EROSIONCONTROL PLAN17305 CEDAR AVE S. #200LAKEVILLE, MN 55044PRESERVE AT PRAIRIE DUNES03/02/225620804/20/22CHRISTIAN H. FROEMKESUMMERGATE DEVELOPMENT INC.NOT FOR CONSTRUCTIONSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com50'10' OR 5'0'50'100'150'1" = 50'04/20/22....CITY COMMENTS....PROPERTY LINE982980SILT FENCESFTOP AND BOTTOM OF RETAINING WALLEMERGENCY OVERFLOWSB-19SOIL BORING LOCATIONSTOSTORM SEWERTPFTREE PROTECTION FENCETREE LINEEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980SPOT ELEVATIONFLOW DIRECTIONSB-19RETAINING WALL (MODULAR BLOCK)GRADING LIMITSGLGRADING & EROSION CONTROL LEGEND1.ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER GRADESUNLESS OTHERWISE NOTED.2.REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT HORIZONTAL SITE DIMENSIONSAND LAYOUT.3.THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES ANDTOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD-VERIFY PRIOR TO CONSTRUCTION.THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES ORVARIATIONS FROM PLAN.4.ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES.5.POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES.GRADING & DRAINAGE NOTES0.00%900.00900.00TW=XXX.XXBW=XXX.XXE.O.F.1.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANYEXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUNDCOVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND ORREMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OFEXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TOEROSION CONTROL. TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE CITYSHALL BE INCIDENTAL TO THE GRADING CONTRACT.2.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACHWORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILSTO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.3.REDUNDANT PERIMETER SEDIMENT CONTROLS ARE NECESSARY WHEN SOIL DISTURBANCE ISWITHIN 50 FEET OF SURFACE WATERS. REDUNDANT SEDIMENT CONTROLS COULD INCLUDE:3.1.TWO ROWS OF SILT FENCE (SEPARATED BY 8 FEET); OR3.2.SILT FENCE AND A TOPSOIL BERM (STABILIZE BERM WITH MULCH); OR3.3.SILT FENCE AND FIBER LOGS; OR3.4.TOPSOIL BERM AND FIBER LOGS (STABILIZE BERM WITH MULCH).4.REDUNDANT SEDIMENT CONTROLS MUST BE INSTALLED PRIOR TO DISTURBING WITHIN 50 FEETOF THE SURFACE WATER.EROSION CONTROL NOTESROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETTURF REINFORCEMENT MATHIGH/LOW POINTHP/LP900.00CL-CL ELEVATIONCL-CL900.00PROPOSED STREET PROFILE GRADEX.XX%POND NORMAL WATER LEVELSILT FENCE-POST GRADINGPOST-SFHEAVY DUTY SILT FENCEHDSFREDUNDANT SEDIMENT CONTROLRSCINLET PROTECTIONEROSION CONTROL CHECKS/BIOROLLSWETLAND LINEWETLAND FILLWETLAND BUFFERPOND ACCESS MAINTENANCE BENCHWETLAND BUFFER LIMITSWETLAND BUFFER MONUMENTDO NOT DISTURBDNDSILT FENCE (TYP.)EROSION CONTROLBLANKET (TYP.) 123456789101112131415161718192021222324252627282930313233343536371234567891011121314151234567891012345678910221918171615141312111123440123456789 0+00.0001234567891011121314 15160+00.00 16+28.2201234567 0+00.000123456780+00.008+93.47012340+00.004+59.45OUTLOT FSTREET 6STREET 8STREET 7 STREET 8STREET 7 STREET 9STREET 6STREET 6STREET 5212011OUTLOT JOUTLOT KOUTLOT L>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>llllllllllllllllllllll>>>>>>>>>>>>>>>>>>>>> ll llllll>>>>>>>>>>>>>>>lllllllllllllllllll>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHXXXXXXXXXXXXXXXXXXXXXXXXXXINF. STRIP 6OUTLET=806.5BOT=805.5HWL=808.4INF. STRIP 7OUTLET=805.0BOT=804.0HWL=806.5CBMH-107CBMH-106CBMH-122CBMH-128STMH-126CBMH-105CBMH-104STMH-112CBMH-108CBMH-132CBMH-134CBMH-125CBMH-123CBMH-110CBMH-111CBMH-113CBMH-114CBMH-103CBMH-121CBMH-120CBMH-130CBMH-129STMH-119CBMH-102CBMH-117CBMH-118CBMH-124CBMH-133CBMH-131CBMH-109CBMH-116MH-17RE=811.15IE=798.55 (S)IE=798.45 (N)D=12.7MH-19RE=813.34IE=798.44 (N)IE=799.56 (E)IE=799.46 (N)D=13.9MH-21RE=810.34IE=798.34 (SE)D=12.0MH-25RE=809.99IE=797.17 (NW)IE=797.07 (E)D=12.9MH-27RE=812.50IE=796.06 (W)IE=798.76 (S)IE=797.11 (N)IE=795.96 (E)D=16.5MH-39RE=812.45IE=798.53 (W)IE=798.43 (S)IE=798.43 (N)D=14.0MH-41RE=811.70IE=799.70 (E)D=12.0MH-43RE=812.04IE=800.04 (W)D=12.08" SANITARY STUB-46RE=797.98IE=797.29 (S)D=0.08" SANITARY STUB-9783 LF-8" PVC @0.40%228 LF-8" PVC @ 0.40%214 LF-8" PVC @ 0.48%91 LF-8" PVC @0.82%80 LF-8" PVC @0.40%254 LF-8" PVC @ 0.40%266 LF-8" PVC @ 0.40%133 LF-8" PVC@ 0.40%330 LF-8" PVC @ 0.40%293 LF-8" PVC @ 0.40%121 LF-8" PVC @ 0.40%285 LF-8" PVC@ 0.40%SSSSSSSOCS-502STMH-501FES-115CBMH-127N:\0032908.00\DWG\CIVIL\PRELIMINARY\0032908C-UTP01.DWG 3414PROJECT NUMBER: 0032908.00COTTAGE GROVE, MN04/20/22CHFTDDTDD© 2022 Westwood Professional Services, Inc.PRESERVE AT PRAIRIE DUNESPRELIMINARY STREET &UTILITY PLAN17305 CEDAR AVE S. #200LAKEVILLE, MN 55044PRESERVE AT PRAIRIE DUNES03/02/225620804/20/22CHRISTIAN H. FROEMKESUMMERGATE DEVELOPMENT INC.NOT FOR CONSTRUCTIONSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com50'10' OR 5'0'50'100'150'1" = 50'04/20/22....CITY COMMENTS....SANEXISTINGPROPOSEDSANITARY SEWERSTOSTORM SEWERWATWATER MAINWATHYDRANTDRAIN TILEUTILITY LEGEND1.THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION ANDNOTIFY THE OWNER OF ANY DIFFERENCES.2.UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALLCONFORM TO THE 2013 ED. OF THE "STANDARD UTILITIES SPECIFICATIONS FOR WATER MAINAND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION BYTHE CITY ENGINEERING ASSOCIATION OF MINN." AND TO THE "STANDARD SPECIFICATION FORHIGHWAY CONSTRUCTION" MINN. DEPT. OF TRANS., AUGUST 31, 2016 INCLUDING THECURRENT ADDENDUM. THE CONTRACTOR SHALL BE REQUIRED TO FOLLOW ALL PROCEDURESAS OUTLINED BY THE LOCAL AGENCY.3.THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF THEPROPERTY LIMITS.4.VERIFY EXISTING INVERT LOCATION & ELEVATION PRIOR TO BEGINNING CONSTRUCTION.5.THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR FOR UTILITY LOCATIONSPRIOR TO UTILITY INSTALLATION.6.THE CITY OF COTTAGE GROVE STANDARD SPECIFICATION FOR UTILITY AND STREETCONSTRUCTION, DATED JANUARY 2022, SHALL GOVERN.GENERAL UTILITY NOTESSDTPROPOSED 8" DIPWATERMAIN (TYP.)PROPOSEDHYDRANT (TYP.)PROPOSED GATEVALVE (TYP.)CONNECT TOWATERMAINBY OTHERSCONNECT TOSANITARY SEWERBY OTHERSCONNECT TOSANITARY SEWERBY OTHERSPROPOSED 8" DIPWATERMAIN (TYP.)PROPOSED 8" DIPWATERMAIN (TYP.)PROPOSED 8" DIPWATERMAIN (TYP.)30" TRUNK STORMSEWER BY OTHERS30" TRUNK STORMSEWER BY OTHERS30" TRUNK STORMSEWER BY OTHERS24" TRUNK SANITARYSEWER BY OTHERS24" TRUNK SANITARYSEWER BY OTHERS24" TRUNK SANITARYSEWER BY OTHERS24" TRUNK SANITARYSEWER BY OTHERS18" TRUNK WATERMAIN BY OTHERS18" TRUNK WATERMAIN BY OTHERS 34353637383940414243444546474849505112345678910111213141234513 14 15 15+97.26012345 0+00.00 5+51.60 012340+00.004+50.3911558521011 12 13 1414+49.818 910111212+52.22OUTLOT ESTREET 7STREET 5 STREET 1 STREET 3OUTLOT G53565455>> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>STMH 112STMH 113STMH 114PLUG 115ACBMH 116CBMH 305CBMH 306CBMH 312CBMH 307CBMH 308CB 311CB 309CB 313MH 10MH 11PLUG 9APLUG 12APLUG 11A>>MH 9>STMH 115MH 12llllllllllllll l l l l806>>>>>>>>>>lllllllllll>>>>>>>>>>>>>>>>>>POHPOHPOHPOHPOHPOHPOHPOHPOH POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH POHXXXXXXXXXXXXXXXXXXXXXXXXXXXINF. CELLOUTLET=798.0BOT=788.0HWL=801.7EOF=804.0BERM=804.5POND 3NWL=798.0BOT=788.0HWL=801.7EOF=808.7CBMH-206CBMH-207CBMH-208STMH-270CBMH-137CBMH-135CBMH-136CBMH-210CBMH-209CBMH-214CBMH-138STMH-801STMH-101OCS-700FES-100FES-800FES-600FES-602MH-30RE=814.38IE=802.38 (N)D=12.0MH-31RE=813.07IE=801.17 (S)IE=801.07 (N)D=12.0MH-33RE=811.29IE=799.39 (S)IE=799.29 (N)D=12.0MH-80RE=810.79IE=792.21 (S)IE=790.23 (N)IE=792.11 (W)D=20.6MH-88RE=809.37IE=797.37 (E)D=12.0MH-89RE=808.69IE=796.79 (W)IE=796.69 (E)D=12.0104 LF-8" PVC@ 1.16%159 LF-8" PVC@ 1.06%357 LF-8" PVC @ 0.40%109 LF-8" PVC @ 0.53%193 LF-8" PVC @ 0.40%STSSSSSSOCS-601N:\0032908.00\DWG\CIVIL\PRELIMINARY\0032908C-UTP01.DWG 3415PROJECT NUMBER: 0032908.00COTTAGE GROVE, MN04/20/22CHFTDDTDD© 2022 Westwood Professional Services, Inc.PRESERVE AT PRAIRIE DUNESPRELIMINARY STREET &UTILITY PLAN17305 CEDAR AVE S. #200LAKEVILLE, MN 55044PRESERVE AT PRAIRIE DUNES03/02/225620804/20/22CHRISTIAN H. FROEMKESUMMERGATE DEVELOPMENT INC.NOT FOR CONSTRUCTIONSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com50'10' OR 5'0'50'100'150'1" = 50'04/20/22....CITY COMMENTS....SANEXISTINGPROPOSEDSANITARY SEWERSTOSTORM SEWERWATWATER MAINWATHYDRANTDRAIN TILEUTILITY LEGEND1.THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION ANDNOTIFY THE OWNER OF ANY DIFFERENCES.2.UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALLCONFORM TO THE 2013 ED. OF THE "STANDARD UTILITIES SPECIFICATIONS FOR WATER MAINAND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION BYTHE CITY ENGINEERING ASSOCIATION OF MINN." AND TO THE "STANDARD SPECIFICATION FORHIGHWAY CONSTRUCTION" MINN. DEPT. OF TRANS., AUGUST 31, 2016 INCLUDING THECURRENT ADDENDUM. THE CONTRACTOR SHALL BE REQUIRED TO FOLLOW ALL PROCEDURESAS OUTLINED BY THE LOCAL AGENCY.3.THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF THEPROPERTY LIMITS.4.VERIFY EXISTING INVERT LOCATION & ELEVATION PRIOR TO BEGINNING CONSTRUCTION.5.THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR FOR UTILITY LOCATIONSPRIOR TO UTILITY INSTALLATION.6.THE CITY OF COTTAGE GROVE STANDARD SPECIFICATION FOR UTILITY AND STREETCONSTRUCTION, DATED JANUARY 2022, SHALL GOVERN.GENERAL UTILITY NOTESSDTUTILITY INFRASTRUCTUREBY OTHERSCONNECT TOWATERMAINBY OTHERSCONNECT TOSANITARY SEWERBY OTHERSPROPOSEDHYDRANT (TYP.)CONNECT TOSTORM SEWER BYOTHERS30" TRUNK STORMSEWER BY OTHERS24" TRUNK SANITARYSEWER BY OTHERS18" TRUNK WATERMAIN BY OTHERSPROPOSED 8" DIPWATERMAIN (TYP.)PROPOSED 8" DIPWATERMAIN (TYP.) 14151617181920211234567891011123456789101112563 4 5 6 7 8 9 10 11 12 01234560+00.006+02.9255677OUTLOT HSTREET 1STREET 1 STREET 2STREET 2OUTLOT GXXXXXXXXXXXXXXXXXXXXXXXXXXXPOND 2NWL=802.0BOTTOM=790.0HWL=806.0EOF=806.0ULT. EOF=808.2BERM=806.5STMH-205CBMH-303CBMH-302CBMH-301CBMH-202CBMH-204CBMH-203STMH-802CBMH-212CBMH-211STMH-216CBMH-213CBMH-215CBMH-304CBMH-217STMH-901STMH-201OCS-803FES-200FES-300FES-900MH-73RE=813.78IE=796.48 (S)IE=796.38 (N)D=17.4MH-75RE=813.55IE=795.14 (S)IE=795.04 (N)D=18.5MH-77RE=814.12IE=793.74 (S)IE=797.32 (E)IE=799.99 (W)IE=793.64 (N)D=20.5MH-84RE=813.31IE=801.31 (NE)D=12.0MH-85RE=812.54IE=800.50 (W)IE=800.40 (E)D=12.1MH-250RE=812.82IE=800.92 (SW)IE=800.82 (E)D=12.08" SANITARY STUB-94IE=798.00 (W)240 LF-8" PVC @ 0.40%310 LF-8" PVC@ 0.40%325 LF-8" PVC @ 0.40%357 LF-8" PVC @ 0.40%62 LF -8 " PVC @0.63%103 LF-8" PVC @ 0.40%170 LF-8" PVC @ 0.40%81 LF-8" PVC @0.40%N:\0032908.00\DWG\CIVIL\PRELIMINARY\0032908C-UTP01.DWG 3416PROJECT NUMBER: 0032908.00COTTAGE GROVE, MN04/20/22CHFTDDTDD© 2022 Westwood Professional Services, Inc.PRESERVE AT PRAIRIE DUNESPRELIMINARY STREET &UTILITY PLAN17305 CEDAR AVE S. #200LAKEVILLE, MN 55044PRESERVE AT PRAIRIE DUNES03/02/225620804/20/22CHRISTIAN H. FROEMKESUMMERGATE DEVELOPMENT INC.NOT FOR CONSTRUCTIONSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com50'10' OR 5'0'50'100'150'1" = 50'04/20/22....CITY COMMENTS....SANEXISTINGPROPOSEDSANITARY SEWERSTOSTORM SEWERWATWATER MAINWATHYDRANTDRAIN TILEUTILITY LEGEND1.THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION ANDNOTIFY THE OWNER OF ANY DIFFERENCES.2.UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALLCONFORM TO THE 2013 ED. OF THE "STANDARD UTILITIES SPECIFICATIONS FOR WATER MAINAND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION BYTHE CITY ENGINEERING ASSOCIATION OF MINN." AND TO THE "STANDARD SPECIFICATION FORHIGHWAY CONSTRUCTION" MINN. DEPT. OF TRANS., AUGUST 31, 2016 INCLUDING THECURRENT ADDENDUM. THE CONTRACTOR SHALL BE REQUIRED TO FOLLOW ALL PROCEDURESAS OUTLINED BY THE LOCAL AGENCY.3.THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF THEPROPERTY LIMITS.4.VERIFY EXISTING INVERT LOCATION & ELEVATION PRIOR TO BEGINNING CONSTRUCTION.5.THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR FOR UTILITY LOCATIONSPRIOR TO UTILITY INSTALLATION.6.THE CITY OF COTTAGE GROVE STANDARD SPECIFICATION FOR UTILITY AND STREETCONSTRUCTION, DATED JANUARY 2022, SHALL GOVERN.GENERAL UTILITY NOTESSDTPROPOSEDHYDRANT (TYP.)PROPOSED GATEVALVE (TYP.)PROPOSED 8" DIPWATERMAIN (TYP.)PROPOSED 8" DIPWATERMAIN (TYP.) 12131412130120+00.00151617 6OUTLOT ISTREET 1OUTLOT GXXXXXXXXXXXXXXXXXXXXXXXXXXXPOND 1NWL=803.0BOTTOM=793.0HWL=805.2EOF=806.0BERM=806.5CBMH-403CBMH-402FES-404OCS-902STMH-401FES-400MH-68RE=812.09IE=798.12 (E)IE=798.02 (NW)D=14.1MH-69RE=813.01IE=797.82 (SE)IE=797.72 (N)D=15.3MH-71RE=813.87IE=797.54 (S)IE=797.44 (N)D=16.449 LF-8" PVC @0.40%46 LF-8" PVC @0.40%87 LF-8" PVC @ 0.40%MH-362RE=810.47IE=798.47 (W)D=12.0N:\0032908.00\DWG\CIVIL\PRELIMINARY\0032908C-UTP01.DWG 3417PROJECT NUMBER: 0032908.00COTTAGE GROVE, MN04/20/22CHFTDDTDD© 2022 Westwood Professional Services, Inc.PRESERVE AT PRAIRIE DUNESPRELIMINARY STREET &UTILITY PLAN17305 CEDAR AVE S. #200LAKEVILLE, MN 55044PRESERVE AT PRAIRIE DUNES03/02/225620804/20/22CHRISTIAN H. FROEMKESUMMERGATE DEVELOPMENT INC.NOT FOR CONSTRUCTIONSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com50'10' OR 5'0'50'100'150'1" = 50'04/20/22....CITY COMMENTS....SANEXISTINGPROPOSEDSANITARY SEWERSTOSTORM SEWERWATWATER MAINWATHYDRANTDRAIN TILEUTILITY LEGEND1.THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION ANDNOTIFY THE OWNER OF ANY DIFFERENCES.2.UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALLCONFORM TO THE 2013 ED. OF THE "STANDARD UTILITIES SPECIFICATIONS FOR WATER MAINAND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION BYTHE CITY ENGINEERING ASSOCIATION OF MINN." AND TO THE "STANDARD SPECIFICATION FORHIGHWAY CONSTRUCTION" MINN. DEPT. OF TRANS., AUGUST 31, 2016 INCLUDING THECURRENT ADDENDUM. THE CONTRACTOR SHALL BE REQUIRED TO FOLLOW ALL PROCEDURESAS OUTLINED BY THE LOCAL AGENCY.3.THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF THEPROPERTY LIMITS.4.VERIFY EXISTING INVERT LOCATION & ELEVATION PRIOR TO BEGINNING CONSTRUCTION.5.THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR FOR UTILITY LOCATIONSPRIOR TO UTILITY INSTALLATION.6.THE CITY OF COTTAGE GROVE STANDARD SPECIFICATION FOR UTILITY AND STREETCONSTRUCTION, DATED JANUARY 2022, SHALL GOVERN.GENERAL UTILITY NOTESSDT8" WATERMAINSTUB (TYP.)TEMPORARYTURN AROUNDPROPOSED 8" DIPWATERMAIN (TYP.) STREET 1800805810815820825830835840800805810815820825830835840012345678910111213141515STREET 2-0.75%1.84%0.93%-0.75%-1.35%PVI STA = 0+00.00PVI ELEV = 810.00PVI STA = 15+97.26PVI ELEV = 808.50L.P ELEV = 812.65L.P. STA = 6+32.57PVI STA = 6+38.00PVI ELEV = 812.44A.D. = 1.68%K = 59.43100.00' VCPVC = 5+88.00ELEV = 812.81PVT = 6+88.00ELEV = 812.91 H.P ELEV = 814.87H.P. STA = 2+99.72PVI STA = 2+78.64PVI ELEV = 815.13A.D. = -2.59%K = 38.57100.00' VCPVC = 2+28.64ELEV = 814.21PVT = 3+28.64ELEV = 814.76 H.P ELEV = 815.16H.P. STA = 9+54.89PVI STA = 9+50.00PVI ELEV = 815.35A.D. = -1.68%K = 53.4990.00' VCPVC = 9+05.00ELEV = 814.93PVT = 9+95.00ELEV = 815.01 H.P ELEV = 813.33H.P. STA = 12+19.29PVI STA = 12+64.29PVI ELEV = 812.99A.D. = -0.60%K = 150.2090.00' VCPVC = 12+19.29 ELEV = 813.33 PVT = 13+09.29 ELEV = 812.39 808.5810.00806.6810.92806.9811.84807.1812.76806.8813.69806.3814.55806.0814.87805.9814.60806.0814.22806.1813.85806.2813.47806.3813.10806.3812.74806.8812.67806.8813.02807.4813.48808.7813.95810.1814.42810.8814.88809.7815.16808.5814.97 808.4 814.60 808.3 814.22 807.5 813.85 807.0 813.47 806.9 813.07 806.8 812.51 807.0 811.84 807.5 811.16 807.9 810.49 808.2 809.81 808.2 809.14 808.0 808.50 STREET 280080581081582082583083584080080581081582082583083584001234566STREET 3-0.81%2.00%-2.00%0.75%PVI STA = 0+00.00PVI ELEV = 810.92PVI STA = 6+02.92 PVI ELEV = 812.77 PVI STA = 1+70.02 PVI ELEV = 814.32 L.P ELEV = 812.53L.P. STA = 2+92.36PVI STA = 2+71.90PVI ELEV = 812.28A.D. = 2.75%K = 32.7390.00' VCPVC = 2+26.90 ELEV = 813.18 PVT = 3+16.90 ELEV = 812.62 H.P ELEV = 813.63H.P. STA = 4+73.18PVI STA = 4+75.00PVI ELEV = 813.81A.D. = -1.56%K = 57.5790.00' VCPVC = 4+30.00 ELEV = 813.47 PVT = 5+20.00 ELEV = 813.44 809.9 810.92 808.0 812.92 808.7 813.72 810.6 812.54 810.9 813.24 810.0 813.57 810.8 807.9 811.92 808.2 813.92 809.6 812.80 811.0 812.87 810.4 813.58 810.6 813.20STREET 38008058108158208258308358408008058108158208258308358400123455-0.81%-1.00%0.75%PVI STA = 0+00.00PVI ELEV = 810.57PVI STA = 5+51.60PVI ELEV = 808.66L.P ELEV = 808.66L.P. STA = 2+16.46PVI STA = 2+10.03PVI ELEV = 808.47A.D. = 1.75%K = 51.4390.00' VCPVC = 1+65.03ELEV = 808.92PVT = 2+55.03ELEV = 808.81 H.P ELEV = 809.72H.P. STA = 3+98.24PVI STA = 4+00.00PVI ELEV = 809.89A.D. = -1.56%K = 57.6590.00' VCPVC = 3+55.00ELEV = 809.56PVT = 4+45.00ELEV = 809.53 807.8810.57808.1810.07808.2809.57808.4809.07808.7808.69809.4808.77809.9809.14810.1809.52810.6809.72810.6809.49810.2809.08809.5808.68809.5 STREET 4800805810815820825830835840800805810815820825830835840012344-0.47%PVI STA = 0+00.00PVI ELEV = 810.62807.8810.62807.7810.39807.4810.15807.2809.92807.1809.68 807.2 809.44 807.5 809.21 807.0 808.97 807.0 808.74 807.6 808.50 807.6 808.50 STREET 58008058108158208258308358408008058108158208258308358400123456789101112131414-0.75%0.75%-0.75%PVI STA = 0+00.00PVI ELEV = 815.00L.P ELEV = 811.09L.P. STA = 5+44.25PVI STA = 5+44.20PVI ELEV = 810.92A.D. = 1.50%K = 60.0990.00' VCPVC = 4+99.20 ELEV = 811.26 PVT = 5+89.20 ELEV = 811.26 H.P ELEV = 813.02H.P. STA = 8+39.67PVI STA = 8+39.66PVI ELEV = 813.13A.D. = -1.50%K = 40.1260.00' VCPVC = 8+09.66 ELEV = 812.91 PVT = 8+69.66 ELEV = 812.91 812.9 814.25 812.0 813.50 812.1 812.75 811.2 812.00 809.8 811.25 810.1 811.34 810.6 812.09 810.6 812.83 810.3 812.68 810.8 811.93 808.6 811.18 808.3 810.44 808.2 809.69 807.3 808.94 813.2 814.63 812.4 813.88 811.8 813.13 812.1 812.38 810.2 811.63 809.8 811.09 810.5 811.71 810.5 812.46 810.5 813.00 810.3 812.31 808.7 811.56 808.4 810.81 808.1 810.06 807.5 809.32 N:\0032908.00\DWG\CIVIL\PRELIMINARY\0032908C-DTP01.DWG 3418PROJECT NUMBER: 0032908.00COTTAGE GROVE, MN04/20/22CHFTDDTDD© 2022 Westwood Professional Services, Inc.PRESERVE AT PRAIRIE DUNESSTREET PROFILES17305 CEDAR AVE S. #200LAKEVILLE, MN 55044PRESERVE AT PRAIRIE DUNES03/02/225620804/20/22CHRISTIAN H. FROEMKESUMMERGATE DEVELOPMENT INC.NOT FOR CONSTRUCTIONSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com04/20/22....CITY COMMENTS.... STREET 6800805810815820825830835840800805810815820825830835840012345678910111213141516161.42%-0.75%-0.91%0.75%-0.75%-1.56%0.75%PVI STA = 0+00.00PVI ELEV = 813.02 L.P ELEV = 810.84L.P. STA = 1+69.71PVI STA = 1+54.00PVI ELEV = 810.61A.D. = 2.32%K = 38.8390.00' VCPVC = 1+09.00ELEV = 811.32PVT = 1+99.00ELEV = 810.95 L.P ELEV = 809.54L.P. STA = 6+66.17PVI STA = 6+80.00PVI ELEV = 809.32A.D. = 2.17%K = 41.5690.00' VCPVC = 6+35.00ELEV = 809.65PVT = 7+25.00ELEV = 809.95 L.P ELEV = 811.19L.P. STA = 12+07.45PVI STA = 12+03.00PVI ELEV = 811.01A.D. = 1.66%K = 54.0690.00' VCPVC = 11+58.00 ELEV = 811.42 PVT = 12+48.00 ELEV = 811.35 H.P ELEV = 813.00H.P. STA = 9+67.67PVI STA = 9+58.00PVI ELEV = 813.25A.D. = -2.33%K = 38.6290.00' VCPVC = 9+13.00ELEV = 812.61PVT = 10+03.00ELEV = 812.84 H.P ELEV = 813.12H.P. STA = 15+06.69PVI STA = 15+06.69PVI ELEV = 813.29A.D. = -1.50%K = 60.0090.00' VCPVC = 14+61.69 ELEV = 812.95 PVT = 15+51.69 ELEV = 812.95 H.P ELEV = 811.77H.P. STA = 3+30.13PVI STA = 3+30.00PVI ELEV = 811.94A.D. = -1.50%K = 59.8390.00' VCPVC = 2+85.00ELEV = 811.60PVT = 3+75.00ELEV = 811.60 810.6813.02810.6812.24810.5811.46810.4810.89810.4810.96809.9811.34809.2811.69808.3811.74807.4811.42806.6811.04806.5810.66806.6810.29807.0809.92807.8809.57808.2809.67808.3810.31808.7811.01808.5811.72808.1812.43807.6812.96808.1812.86 808.7 812.41 809.3 811.95 809.1 811.49 808.5 811.20 808.0 811.36 807.5 811.74 807.1 812.11 806.8 812.49 806.4 812.86 806.6 813.11 806.7 812.96 807.0 812.59 807.2STREET 7800805810815820825830835840800805810815820825830835840012345678910111212-1.09%0.75%-0.75%1.15%-0.75%PVI STA = 0+00.00PVI ELEV = 812.79 PVI STA = 12+52.22PVI ELEV = 813.50L.P ELEV = 811.45L.P. STA = 2+01.60PVI STA = 2+01.60PVI ELEV = 811.28A.D. = 1.50%K = 60.0090.00' VCPVC = 1+56.60ELEV = 811.62PVT = 2+46.60ELEV = 811.62 L.P ELEV = 811.19L.P. STA = 7+55.60PVI STA = 7+65.00PVI ELEV = 810.99A.D. = 1.90%K = 47.4690.00' VCPVC = 7+20.00ELEV = 811.33PVT = 8+10.00ELEV = 811.50 H.P ELEV = 813.08H.P. STA = 4+63.95PVI STA = 4+63.95PVI ELEV = 813.25A.D. = -1.50%K = 60.0090.00' VCPVC = 4+18.95ELEV = 812.91PVT = 5+08.95ELEV = 812.91 H.P ELEV = 814.75H.P. STA = 11+16.07PVI STA = 11+15.00PVI ELEV = 815.00A.D. = -2.24%K = 40.1990.00' VCPVC = 10+70.00 ELEV = 814.48 PVT = 11+60.00 ELEV = 814.51 812.8812.79812.0812.04811.4811.45812.0812.02812.8812.77813.0812.97812.2812.23811.5811.48811.4811.40812.5812.54813.7813.68 814.7 814.72 814.1 814.07 812.4812.42811.7811.67811.6811.64812.4812.39813.1813.06812.6812.60811.9811.85811.2811.20812.0811.96813.1813.11 814.3 814.25 814.6 814.60 813.5 813.52 STREET 880080581081582082583083584080080581081582082583083584001234567880.75%-0.82%0.75%-0.86%PVI STA = 0+00.00 PVI ELEV = 813.65 L.P ELEV = 812.09L.P. STA = 2+14.33PVI STA = 2+12.32PVI ELEV = 811.91A.D. = 1.57%K = 57.3390.00' VCPVC = 1+67.32 ELEV = 812.28 PVT = 2+57.32 ELEV = 812.25 L.P ELEV = 811.14L.P. STA = 7+69.16PVI STA = 7+66.00PVI ELEV = 810.96A.D. = 1.61%K = 55.7990.00' VCPVC = 7+21.00 ELEV = 811.35 PVT = 8+11.00 ELEV = 811.30 H.P ELEV = 813.51H.P. STA = 4+46.84PVI STA = 4+50.00PVI ELEV = 813.69A.D. = -1.61%K = 55.7990.00' VCPVC = 4+05.00 ELEV = 813.35 PVT = 4+95.00 ELEV = 813.30 813.6 813.65 813.2 813.24 812.8 812.83 812.4 812.42 812.1 812.10 812.2 812.20 812.6 812.57 812.9 812.94 813.3 813.32 813.5 813.51 813.3 813.26 812.8 812.83 812.4 812.40 812.0 811.97 6+74.73 811.75 811.5 811.53 811.2 811.18 7+64.73 811.15 811.2 811.23 811.6 811.59 811.9 811.92STREET 9800805810815820825830835840800805810815820825830835840012344-1.17%0.75%PVI STA = 0+00.00PVI ELEV = 812.24PVI STA = 4+59.45PVI ELEV = 813.00L.P ELEV = 810.81L.P. STA = 1+49.82PVI STA = 1+40.00PVI ELEV = 810.60A.D. = 1.92%K = 46.9190.00' VCPVC = 0+95.00ELEV = 811.13PVT = 1+85.00ELEV = 810.94 812.2812.24811.1811.07811.1811.05811.8811.80812.6812.55811.7811.66810.8810.81811.4811.43812.2812.18812.9812.931+85.00810.940+95.00811.13N:\0032908.00\DWG\CIVIL\PRELIMINARY\0032908C-DTP01.DWG 3419PROJECT NUMBER: 0032908.00COTTAGE GROVE, MN04/20/22CHFTDDTDD© 2022 Westwood Professional Services, Inc.PRESERVE AT PRAIRIE DUNESSTREET PROFILES17305 CEDAR AVE S. #200LAKEVILLE, MN 55044PRESERVE AT PRAIRIE DUNES03/02/225620804/20/22CHRISTIAN H. FROEMKESUMMERGATE DEVELOPMENT INC.NOT FOR CONSTRUCTIONSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com04/20/22....CITY COMMENTS.... N:\0032908.00\DWG\CIVIL\PRELIMINARY\0032908C-DTP01.DWG 3420PROJECT NUMBER: 0032908.00COTTAGE GROVE, MN04/20/22CHFTDDTDD© 2022 Westwood Professional Services, Inc.PRESERVE AT PRAIRIE DUNESDETAILS17305 CEDAR AVE S. #200LAKEVILLE, MN 55044PRESERVE AT PRAIRIE DUNES03/02/225620804/20/22CHRISTIAN H. FROEMKESUMMERGATE DEVELOPMENT INC.NOT FORCONSTRUCTIONSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com###### OR ##04/20/22....CITY COMMENTS.... N:\0032908.00\DWG\CIVIL\PRELIMINARY\0032908C-DTP01.DWG 3421PROJECT NUMBER: 0032908.00COTTAGE GROVE, MN04/20/22CHFTDDTDD© 2022 Westwood Professional Services, Inc.PRESERVE AT PRAIRIE DUNESDETAILS17305 CEDAR AVE S. #200LAKEVILLE, MN 55044PRESERVE AT PRAIRIE DUNES03/02/225620804/20/22CHRISTIAN H. FROEMKESUMMERGATE DEVELOPMENT INC.SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com###### OR ##04/20/22....CITY COMMENTS....NOT FORCONSTRUCTION N:\0032908.00\DWG\CIVIL\PRELIMINARY\0032908C-DTP01.DWG 3422PROJECT NUMBER: 0032908.00COTTAGE GROVE, MN04/20/22CHFTDDTDD© 2022 Westwood Professional Services, Inc.PRESERVE AT PRAIRIE DUNESDETAILS17305 CEDAR AVE S. #200LAKEVILLE, MN 55044PRESERVE AT PRAIRIE DUNES03/02/225620804/20/22CHRISTIAN H. FROEMKESUMMERGATE DEVELOPMENT INC.SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com###### OR ##04/20/22....CITY COMMENTS....NOT FORCONSTRUCTIONTYPICAL SECTION(STREET 5) COLLECTORNOTES:1.REFER TO DETAIL STR-9 FOR BITUMINOUSTRAIL AND CONCRETE SIDEWALKSECTIONS.A18'18'36'40'40'* BITUMINOUS WEDGE & CURB PROTECTION - PER DETAIL STR-26(VIRGIN WEAR COURSE - 1.5" TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) (SPWEA330C)TO BE PLACED UNDER FUTURE PROJECT BY OTHERS)BASE COURSE - 2.0" TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) (SPWEA330C)8" AGGREGATE BASE CL. 5 (100% CRUSHED)12" AGGREGATE BACKFILL1'TURF ESTABLISHMENT6" TOPSOIL RESPREAD3.00%2.40%1.50%12'8'2'0.5'32'3" BITUMINOUS TRAIL6" AGGREGATE BASE, CL. 5 (100% CRUSHED)D-428 SURMOUNTABLECONCRETE CURB & GUTTER(TYP)16'1.50%3.00%5'1'6" CONCRETE WALK4" AGGREGATE BASE, CL. 5 (100% CRUSHED)℄ N:\0032908.00\DWG\CIVIL\PRELIMINARY\0032908C-DTP01.DWG 3423PROJECT NUMBER: 0032908.00COTTAGE GROVE, MN04/20/22CHFTDDTDD© 2022 Westwood Professional Services, Inc.PRESERVE AT PRAIRIE DUNESDETAILS17305 CEDAR AVE S. #200LAKEVILLE, MN 55044PRESERVE AT PRAIRIE DUNES03/02/225620804/20/22CHRISTIAN H. FROEMKESUMMERGATE DEVELOPMENT INC.SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com###### OR ##04/20/22....CITY COMMENTS....NOT FORCONSTRUCTION >>>>>>>>STSSSSSSSSSS9,631 sfWPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHSHHHHSSTSSTHHHHSTSSSSSTSSSTSSTCSCSSTSTSTWMHCROPCROPSANSANSANSANSANSANWATWATWATWATWATWATSTOSTOSTOSTOSTOSTOSTON:\0052840.00\DWG\CIVIL\PRELIMINARY\0052840C-TPP01.DWG 3424PROJECT NUMBER: 0052840COTTAGE GROVE, MN05/31/24...© 2024 Westwood Professional Services, Inc.COTTAGE GROVE - ZYWEICOVERALL TREEPRESERVATION PLAN1650 WEST 82ND STREET, SUITE 300BLOOMINGTON, MN 55431COTTAGE GROVE - ZYWEIC05/31/2405/31/2426971CORY L. MEYERCommon Ground AllianceCall 48 Hours before digging:811 or call811.com250'50' OR 25'0'250'500'750'1" = 250'.......... SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTAPULTE GROUP" T " POST OR EQUAL6' MAX.ORANGE MESH CONSTRUCTION FENCELOCATION AS SHOWN ON PLAN. MAINTAINMAXIMUM DISTANCE FROM TRUNK POSSIBLE.ORANGE CONSTRUCTION FENCESTAKED EVERY 6'1. PRUNING WILL BE DONE BY PROFESSIONALS DURING APPROPRIATE PRUNING SEASON.2.NO STORAGE OF MATERIALS, OPERATION OF MACHINERY, OR DEVELOPMENT OF ANY SORT WILL OCCURWITHIN THE FENCE-LINE WITHOUT APPROVAL IN WRITING FROM THE CITY.3.SITE GRADING TO BE DONE ONLY AFTER PROTECTIVE MEASURES HAVE BEEN TAKEN, CITY HAS APPROVEDFENCING LOCATIONS, AND ALL CONTRACTORS HAVE BEEN BRIEFED ON TREE PRESERVATION TECHNIQUES.LAST REV ISE D:05/2 8/ 15TREE PROTECTIONTP08NOTES:PLANELEVATIONDRIPLINE6' METAL FENCE POST. STAKE EVERY 6'MAXIMUM.TREE PRESERVATION REQUIREMENTSTREE PROTECTION DETAILQUALIFYING TREE -QUALIFYING TREE: A HEALTHY TREE MEASURING A MINIMUM OF SIX INCHES (6") DBH FOR HARDWOOD DECIDUOUS TREES, OR A MINIMUMOF EIGHT INCHES (8") DBH FOR SOFTWOOD DECIDUOUS TREES OR A MINIMUM OF TEN FEET (10') IN HEIGHT FOR CONIFEROUS/EVERGREENTREES.-HARDWOOD DECIDUOUS SPECIES: IRONWOOD, OAK, ELM, MAPLE, WALNUT, ASH, HICKORY, BIRCH, BLACK CHERRY, HACKBERRY, AND LOCUST.-SOFTWOOD DECIDUOUS SPECIES: COTTONWOOD, CATALPA, POPLARS, ASPEN, SILVER MAPLE, BASSWOOD, BOX ELDER, AND WILLOW.-CONIFEROUS SPECIES: A WOOD PLANT WHICH, AT MATURITY, IS A LEAST TWELVE (12) FEET OF MORE IN HEIGHT, AND WHICH RETAINS ITSGREEN COLOR YEAR ROUND AND DOES NOT DROP ITS FRONDS OR NEEDLES IN THE WINTER. DBH CONVERSION RATE: A NUMBER EQUAL TOONE HALF THE TREES'S HEIGHT IN FEET. 1"=2'-HEALTHY TREE: A LIVE TOP CROWN THAT IS GREATER THAN 13 THE TOTAL TREE HEIGHT. NEWLY DEAD BRANCHES THAT MAKE UP LESS THANFIFTEEN PERCENT (15%) OF THE TOTAL CROWN. LESS THAN FIFTEEN PERCENT (15%) OF THE TREE CROWN WITH MISSING BRANCHES. FOLIAGETHAT IS DENSE THROUGHOUT THE LIVE PORTION OF THE CROWN.PERMITTED TREE REMOVAL 25%-RESIDENTIAL: <10 UNITS / ACRE(162 UNITS / 60.23 ACRE = 2.7 UN./AC.)SIZES AND TYPES OF REPLACEMENT TREES -QUANTITY: QUALIFYING TREE INCHES REMOVED BEYOND THE PERMITTED THRESHOLDS SHALL BE REPLACED AT A RATE OF 50%, OR ONE (1)REPLACEMENT CALIPER INCH FOR TWO (2) REMOVED DIAMETER INCHES.-SIZE: DECIDUOUS TREES: NO LESS THAN 2.5 CALIPER INCHES. CONIFEROUS TREES: NO LESS THAN SIX FEET IN HEIGHT.-SPECIES: CONIFEROUS TREES OR HARDWOOD DECIDUOUS TREES SHALL BE USED AS REPLACEMENT TREES. ONE NEW CONIFER SIX (6) FEET INHEIGHT SHALL BE CREDITED AS CONTRIBUTING TWO (2) CALPIER INCHED TO THE TOTAL OF REQUIRED REPLACEMENT INCHES. ORNAMENTALTREES ARE NOT ACCEPTABLE FOR USE AS REPLACEMENT TREES. WHERE (10) OR MORE REPLACEMENT TREES ARE REQUIRED, NOT MORE THANTHIRTY THREE PERCENT (33%) OF THE REPLACEMENT TREES SHALL BE OF THE SAME SPECIES OF TREE. INDIGENOUS TREE SPECIES AREENCOURAGED.-THE PLANTING OF TREES FOR REPLACEMENT PURPOSES SHALL BE IN ADDITION TO ANY OTHER CITY LANDSCAPE REQUIREMENTS.TREE PRESERVATION CALCULATIONSDENOTES EXISTING DECIDUOUSTREE TO REMAINDENOTES EXISTING DECIDUOUSTREE TO BE REMOVEDDENOTES SILT FENCE /GRADING & DISTURBANCELIMITSFLEGENDDENOTES EXISTING CONIFEROUSTREE TO REMAINDENOTES EXISTING CONIFEROUSTREE TO BE REMOVED >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>llllllllllll>>>lllllllllllllllllllll>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>lll>>>EX MH 8SSSTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPF123456789101112131415123456789101112123456789101112131415123456789101234567891022191817161514131211124355OUTLOT BSTREET 8STREET 7 STREET 8STREET 7 STREET 9STREET 6STREET 6STREET 5212011 OUTLOT A1617161718232412POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHSSSTSSTCSCSWMHCROPCROPCROPCROPCROPCROPCROPCROPCROPCROPCROPCROPCROPCROPCROPCROPSANSANSANSANSANSANSANSANSANSANSANSANSANWATWATWATWATWATWATWATWATWATWATWATWATWATWATSANSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSANSANSANSAN5154515551565157515851595160516151625163516451655167516851695170517151725173517451755176517751785179518051815182518351845192547554765477547854795480548154825483548454855486548754885489555555565557555855595560556155626107610861096110611161126113611461716172617361746175617661776178TREEPROTECTIONFENCE (TYP.)TREEPROTECTIONFENCE (TYP.)N:\0052840.00\DWG\CIVIL\PRELIMINARY\0052840C-TPP01.DWG 3425PROJECT NUMBER: 0032908.00COTTAGE GROVE, MN05/31/24...© 2024 Westwood Professional Services, Inc.COTTAGE GROVE - ZYWEICTREE PRESERVATIONPLAN1650 WEST 82ND STREET, SUITE 300BLOOMINGTON, MN 55431COTTAGE GROVE - ZYWEIC05/31/2405/31/2426971CORY L. MEYERCommon Ground AllianceCall 48 Hours before digging:811 or call811.com50.000001'10' OR 5'0'50'100'150'1" = 50'.......... SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTAPULTE GROUP >> >> >> >>>>>>>>>>>>>>lll>>>808STSSSSSSSTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPF131415161718192021222324252627282912345611312226OUTLOT CSTREET 6STREET 7STREET 7 STREET 5STREET 3OUTLOT D30333132349,631 sfPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH POHSHHHHSSTSSTHHHHSTSSSSSTSTSTSTSANSANSANSANSANSANSAN SAN SAN SAN SAN SA N SA N SA N SAN SANSANSANSANSANSANSANSANSAN WATWATWAT WATWATWATWATWATWATWATWAT WAT WAT WAT WAT W A T WA T W A T WAT WATWATWATWATWATWATSTOST O STOSTOSTOSTOSTOSTOSTOSTOSTOSTOST O ST O ST O STO STO STO STO STO STO STO STO STO STO STO STOSTOSTO STOSTO52085209521052115212521352145215521652175218521952205221522252235224522552265227522852295230523152325233523452355236523752385239524052415242524352445245524652475248524952505251525252535254525552565257525852595260526152625263526452655266526752685269527052715272527352745275527652775278527952805281528252835284528552865287528852895290529152925293529452955296529752985299530053015302530353045305530653075308530953105311531253135314531553165317531853195320532153225323532454635464549054915506550755085509551055115512551355145515551655175518551955205521552255235524552555265527552855295530553155325533553455355536553755385539554055415542554355445545554655475548554955505551555255535554617561766177617861796180618161826183618461856186618761886189619061916192619361946195619661976198619962006201620262036204620562066207620862096210621162126213621462156216621762186219622062216222622362246225622662276228622962306231623262336234623562366237623862396240TREETREEPROTECTIONFENCE (TYP.)TREEPROTECTIONFENCE (TYP.)N:\0052840.00\DWG\CIVIL\PRELIMINARY\0052840C-TPP01.DWG 3426PROJECT NUMBER: 0052840COTTAGE GROVE, MN05/31/24...© 2024 Westwood Professional Services, Inc.COTTAGE GROVE - ZYWEICTREE PRESERVATIONPLAN1650 WEST 82ND STREET, SUITE 300BLOOMINGTON, MN 55431COTTAGE GROVE - ZYWEIC05/31/2405/31/2426971CORY L. MEYERCommon Ground AllianceCall 48 Hours before digging:811 or call811.com50.000001'10' OR 5'0'50'100'150'1" = 50'.......... SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTAPULTE GROUP TPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPF12456789101112131415161718192021123456123456712345666789OUTLOT ESTREET 1STREET 1 STREET 3STREET 2STREET 2OUTLOT DHHHHSAN WAT STO53595463546462366237623862396240624162426243624462456246624762486249625062516252625362546255625662576258625962606261626262636264626562666267626862696270627162726273627462756276627762786279628062816282628362846285628662876288628962906291629262936294TREEPROTECTIONFENCE (TYP.)TREEPROTECTIONFENCE (TYP.)N:\0052840.00\DWG\CIVIL\PRELIMINARY\0052840C-TPP01.DWG 3427PROJECT NUMBER: 0052840COTTAGE GROVE, MN05/31/24...© 2024 Westwood Professional Services, Inc.COTTAGE GROVE - ZYWEICTREE PRESERVATIONPLAN1650 WEST 82ND STREET, SUITE 300BLOOMINGTON, MN 55431COTTAGE GROVE - ZYWEIC05/31/2405/31/2426971CORY L. MEYERCommon Ground AllianceCall 48 Hours before digging:811 or call811.com50.000001'10' OR 5'0'50'100'150'1" = 50'.......... SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTAPULTE GROUP TPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPF 678910111213147891011121315161778OUTLOT FSTREET 1STREET 1OUTLOT D6291629262936294629562966297629862996300630163026303630463056306630763086309631063116312631363146315631663176318631963206321632263236324632563266327632863296330633163326333633463356336633763386339634063416342634363446345634663476348634963506351635263536354635563566357TREEPROTECTIONTREEPROTECTIONFENCE (TYP.)TPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFOUTLOT F110TH STREETSOUTH6339634163426343634463456346634763486349635063516352635363546355635663576358635963606361636263636364636563666367636863696370637163726373637463756376637763786379TREEPROTECTIONFENCE (TYP.)TREEPROTECTIONFENCE (TYP.)N:\0052840.00\DWG\CIVIL\PRELIMINARY\0052840C-TPP01.DWG 3428PROJECT NUMBER: 0052840COTTAGE GROVE, MN05/31/24...© 2024 Westwood Professional Services, Inc.COTTAGE GROVE - ZYWEICTREE PRESERVATIONPLAN1650 WEST 82ND STREET, SUITE 300BLOOMINGTON, MN 55431COTTAGE GROVE - ZYWEIC05/31/2405/31/2426971CORY L. MEYERCommon Ground AllianceCall 48 Hours before digging:811 or call811.com50.000001'10' OR 5'0'50'100'150'1" = 50'.......... SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTAPULTE GROUP N:\0052840.00\DWG\CIVIL\PRELIMINARY\0052840C-TPP01.DWG 3429PROJECT NUMBER: 0052840COTTAGE GROVE, MN05/31/24...© 2024 Westwood Professional Services, Inc.COTTAGE GROVE - ZYWEICTREE PRESERVATIONDATA1650 WEST 82ND STREET, SUITE 300BLOOMINGTON, MN 55431COTTAGE GROVE - ZYWEIC05/31/2405/31/2426971CORY L. MEYERCommon Ground AllianceCall 48 Hours before digging:811 or call811.com############# OR ##.......... SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTAPULTE GROUP*ABBREVIATIONS:PD=PHYSICALLY DAMAGEDBD=BIOLOGICALLY DAMAGEDDD=DEADX=MULTI-TRUNKED STSSSSSSSSSS>>>>>>>>1WPOHPOHPOHPOHPOHPOHPOH POHPOHPOHPOHPOHPOHPOHPOHXXXXXXXXXXXXXXXXXXXXXXXX SHHHHSSTSSTHHHHSTSSSSSTSSSTSSTCSCSSTSTSTWMHXXXXXX XXXSANSANSANSANSANSAN WATWATWATWATWATWATSTOSTOSTOSTOSTOSTO STO12345678910111213141512345678910111213141516171819202122232425262728291234567891011121314151234567891012345678910123456789101112131415161718192021123456789101112131412345678910111213123456221918171615141312111516171222435566677889OUTLOT EOUTLOT COUTLOT FOUTLOT BSTREET 6STREET 8STREET 7 STREET 8STREET 7STREET 7 STREET 9STREET 5STREET 1 STREET 6STREET 6STREET 5STREET 1STREET 1 STREET 3STREET 2STREET 2OUTLOT DOUTLOT DOUTLOT D30333132212011OUTLOT A110TH STREETSOUTH1617161718232434129,631 sfCOMMON / BOTANICAL NAMESIZEROOTSPACING O.C.MATURE SIZEDECIDUOUS TREES - 205ACCOLADE ELM / ULMUS DAVIDIANA JAPONICA 'MORTON'2.5" CAL.B&BAS SHOWNH 70` W 40`-50`AMERICAN YELLOWWOOD / CLADRASTIS KENTUKEA2.5" CAL.B&BAS SHOWNH 60` W 30`-40`AUTUMN GOLD MAIDENHAIR TREE / GINKGO BILOBA 'AUTUMN GOLD'2.5" CAL.B&BAS SHOWNH 50` W 30`HACKBERRY / CELTIS OCCIDENTALIS2.5" CAL.B&BAS SHOWNH 50`-75` W 50`ST CROIX AMERICAN ELM / ULMUS AMERICANA 'ST. CROIX'2.5" CAL.B&BAS SHOWNH 60`-80` W 40`-60`KENTUCKY COFFEETREE / GYMNOCLADUS DIOICUS2.5" CAL.B&BAS SHOWNH 60` W 30`-40`NORTHERN PIN OAK / QUERCUS ELLIPSOIDALIS2.5" CAL.B&BAS SHOWNH 50`-60` W 40`-50`RED OAK / QUERCUS RUBRA2.5" CAL.B&BAS SHOWNH 50`-70` W 40`-50`RIVER BIRCH / BETULA NIGRA2.5" CAL.B&BAS SHOWNH 50`-75` W 50`SIENNA GLEN MAPLE / ACER X FREEMANII 'SIENNA'2.5" CAL.B&BAS SHOWNH 40`-50` W 35`-40`SKYLINE HONEY LOCUST / GLEDITSIA TRIACANTHOS INERMIS 'SKYCOLE'2.5" CAL.B&BAS SHOWNH 50` W 35`-40`SWAMP WHITE OAK / QUERCUS BICOLOR2.5" CAL.B&BAS SHOWNH 50`-60` W 40`WHITE OAK / QUERCUS ALBA2.5" CAL.B&BAS SHOWNH 50`-70` W 40`-50`EVERGREEN TREES - 52BLACK HILLS SPRUCE / PICEA GLAUCA DENSATA6` HT.B&BAS SHOWNH 35`-45` W 20`-25`COLORADO SPRUCE / PICEA PUNGENS6` HT.B&BAS SHOWNH 40`-60` W 15`-30`CONCOLOR FIR / ABIES CONCOLOR6` HT.B&BAS SHOWNH 40`-50` W 15`-30`NORWAY SPRUCE / PICEA ABIES6` HT.B&BAS SHOWNH 50`-70` W 25`-30`RED PINE / PINUS RESINOSA6` HT.B&BAS SHOWNH 60`-80` W 25`-30`WHITE PINE / PINUS STROBUS6` HT.B&BAS SHOWNH 50`-80` W 25`-40`ORNAMENTAL TREES - 24ALLEGHENY SERVICEBERRY / AMELANCHIER LAEVIS6` HT., CLUMPB&BAS SHOWNH 15`-25` W 15`-25`JAPANESE TREE LILAC / SYRINGA RETICULATA6` HT., CLUMPB&BAS SHOWNH 25`-30` W 10`-12`QUAKING ASPEN / POPULUS TREMULOIDES1.5" CAL.B&BAS SHOWNH 40`-60` W 20`-30`SPRING SNOW CRABAPPLE / MALUS X 'SPRING SNOW'1.5" CAL.B&BAS SHOWNH 20` W 20`THORNLESS COCKSPUR HAWTHORN / CRATAEGUS CRUS-GALLI INERMIS6` HT., CLUMPB&BAS SHOWNH 15`-20` W 15`-20`PLANT SCHEDULEN:\0052840.00\DWG\CIVIL\PRELIMINARY\0052840C-PLP01.DWG 3430PROJECT NUMBER: 0052840COTTAGE GROVE, MN05/31/24...© 2024 Westwood Professional Services, Inc.COTTAGE GROVE - ZYWEICOVERALL PRELIMINARYLANDSCAPE PLAN1650 WEST 82ND STREET, SUITE 300BLOOMINGTON, MN 55431COTTAGE GROVE - ZYWEIC05/31/2405/31/2426971CORY L. MEYERCommon Ground AllianceCall 48 Hours before digging:811 or call811.com250.000001'50' OR 25'0'250'500'750'1" = 250'..........1.STREET TREE LOCATIONS AND SPACING ARE SUBJECT TOCHANGE BASED ON CONSTRUCTED DRIVEWAY AND UTILITYLOCATIONS.2.TREES SHALL BE PLANTED 5' FROM BACK OF CURB IN ALOCATION THAT DOES NOT INTERFERE WITH CURBSTOPS ORINDIVIDUAL SEWER & WATER CONNECTIONS.3.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING ANDCONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATEAREA.4.DECIDUOUS TREES SHOULD BE LOCATED A MINIMUM OF 5'OFF ANY UTILITY PIPE AND CONIFEROUS TREES SHOULD BELOCATED A MINIMUM OF 15' OFF ANY UTILITY PIPE.5.NO TREE SHOULD BE LOCATED WITHIN 10' OF A HYDRANT OR15' FROM A STREETLIGHT.6.NO TREES SHOULD BE LOCATED WITHIN A STORM POND HWL.7.NO TREES SHOULD BE LOCATED WITHIN STORM POND'S 20-FTACCESS ROUTE, AND NO CONIFEROUS TREES TREES SHOULDBE LOCATED WITHIN 5' OF THE 20-FT POND ACCESS ROUTE.8.NO DECIDUOUS TREE WITH 5' OF A SIDEWALK OR TRAIL ANDNO CONIFEROUS TREES WITHIN 20' OF A PROPOSEDSIDEWALK OR TRAIL.9.BOULEVARD TREES AND TREES WITHIN CITY OUTLOTS SHOULDCONFORM TO CITY'S APPROVED SPECIES LIST.10.NO TREE SHOULD BE PLANTED WITH DRAINAGE AND UTILITYEASEMENT.NATIVE SEEDING LEGENDDENOTES STORMWATERNATIVE SEED MIX (33-261)TOTAL AREA (2.0 AC)MESIC PRAIRIE GENERALSEED MIX (35-241)TOTAL AREA (3.5 AC)LARGEOVERSTORYTREESBUFFEREVERGREENTREESOVERSTORYDECIDUOUSSTREET TREES(BY HOME BUILDER)SMALLOVERSTORYTREESPRELIMINARY PLANT SCHEDULEFUTUREDECIDUOUS TREES (BY HOME BUILDER)FUTUREEVERGREEN TREES(BY HOME BUILDER)* ALL DISTURBED AREAS TO BE SODDED UNLESS NOTEDOTHERWISE* ALL DISTURBED AREAS IN GRAY CLOUD TRAIL & 103RDSTREET R.O.W. TO BE SEEDED WITH MESIC GENERALROADSIDE SEED MIX (25-141)SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTAPULTE GROUPCITY LANDSCAPE NOTESPLANT LEGENDABBREVIATIONS: B&B = BALLED AND BURLAPPED CAL. = CALIPER HT. = HEIGHTMIN. =MINIMUM O.C. = ON CENTER SP. = SPREAD QTY .= QUANTITY CONT. = CONTAINERNOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. SSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>llllllllllll>>>lllllllllllllllllllll>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>lll>>>EX MH 8POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHXXXXXXXXXXXXXXXXXXXXXXSSSTSSTCSCSWMHXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXSANSANSANSANSANSANSANSANSANSANSANSANSANWATWATWATWATWATWATWATWATWATWATWATWATWATWATSANSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSANSANSANSAN123456789101112131415123456789101112123456789101112131415123456789101234567891022191817161514131211124355OUTLOT BSTREET 8STREET 7 STREET 8STREET 7 STREET 9STREET 6STREET 6STREET 5212011 OUTLOT A1617161718232412N:\0052840.00\DWG\CIVIL\PRELIMINARY\0052840C-PLP01.DWG 3431PROJECT NUMBER: 0032908.00COTTAGE GROVE, MN05/31/24...© 2024 Westwood Professional Services, Inc.COTTAGE GROVE - ZYWEICPRELIMINARYLANDSCAPE PLAN1650 WEST 82ND STREET, SUITE 300BLOOMINGTON, MN 55431COTTAGE GROVE - ZYWEIC05/31/2405/31/2426971CORY L. MEYERCommon Ground AllianceCall 48 Hours before digging:811 or call811.com50.000001'10' OR 5'0'50'100'150'1" = 50'.......... SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTAPULTE GROUP 808STSSSSSSS>> >> >> >>>>>>>>>>>>>>lll>>>POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH POHXXXXXXXXXXXXXXXXXXXXXXXXXXSHHHHSSTSSTHHHHSTSSSSSTSTSTSTXXXXXX SANSANSANSANSANSANSAN SAN SAN SAN SAN SA N SA N SA N SAN SANSANSANSANSANSANSANSANSAN WATWATWAT WATWATWATWATWATWATWATWAT WAT WAT WAT WAT W A T WA T W A T WAT WATWATWATWATWATWATSTOST O STOSTOSTOSTOSTOSTOSTOSTOSTOSTOST O ST O ST O STO STO STO STO STO STO STO STO STO STO STO STOSTOSTO STOSTO131415161718192021222324252627282912345611312226OUTLOT CSTREET 6STREET 7STREET 7 STREET 5STREET 3OUTLOT D30333132349,631 sfN:\0052840.00\DWG\CIVIL\PRELIMINARY\0052840C-PLP01.DWG 3432PROJECT NUMBER: 0052840COTTAGE GROVE, MN05/31/24...© 2024 Westwood Professional Services, Inc.COTTAGE GROVE - ZYWEICPRELIMINARYLANDSCAPE PLAN1650 WEST 82ND STREET, SUITE 300BLOOMINGTON, MN 55431COTTAGE GROVE - ZYWEIC05/31/2405/31/2426971CORY L. MEYERCommon Ground AllianceCall 48 Hours before digging:811 or call811.com50.000001'10' OR 5'0'50'100'150'1" = 50'.......... SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTAPULTE GROUP 810810808808808812812XXXXXXXXXXXXXXXXXXXXXXXXXXHHHHSAN WAT STO12456789101112131415161718192021123456123456712345666789OUTLOT ESTREET 1STREET 1 STREET 3STREET 2STREET 2OUTLOT DN:\0052840.00\DWG\CIVIL\PRELIMINARY\0052840C-PLP01.DWG 3433PROJECT NUMBER: 0052840COTTAGE GROVE, MN05/31/24...© 2024 Westwood Professional Services, Inc.COTTAGE GROVE - ZYWEICPRELIMINARYLANDSCAPE PLAN &NOTES1650 WEST 82ND STREET, SUITE 300BLOOMINGTON, MN 55431COTTAGE GROVE - ZYWEIC05/31/2405/31/2426971CORY L. MEYERCommon Ground AllianceCall 48 Hours before digging:811 or call811.com50.000001'10' OR 5'0'50'100'150'1" = 50'.......... SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTAPULTE GROUP1.CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALLUNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL.2.ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS.3.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATEAREA.4.ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/ORQUOTE BY THE LANDSCAPE CONTRACTOR.5.CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATEOF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANTMATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING.6.ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT ISNOT LIMITED BY, THE FOLLOWING STANDARDS:ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC.ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES.ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES.ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING.CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3.7.PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT VERSION)REQUIREMENTS FOR SIZE AND TYPE SPECIFIED.8. PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES.9.PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY;TEMPORARY ONLY.10.PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAPTREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED &BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE.11.OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS.12.PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTINGAND PROPOSED TREES.13.WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST.14.STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR.15.THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPECONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS.16.BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (SELECT TOPSOIL BORROW) AND TOBE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDSUNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FORTREE, SHRUBS, AND PERENNIALS.17.MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE4" DEPTH OF SHREDDED HARDWOOD MULCH. SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHINTURF AREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH SHREDDED HARDWOOD MULCH. MULCHTO BE FREE OF DELETERIOUS MATERIAL AND COLORED RED, OR APPROVED EQUAL. ROCK MULCH TO BE BUFF LIMESTONE, 11/2" TO 3" DIAMETER, AT MINIMUM 3" DEPTH, OR APPROVED EQUAL. ROCK MULCH TO BE ON COMMERCIAL GRADE FILTERFABRIC, BY TYPAR, OR APPROVED EQUAL WITH NO EXPOSURE. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TOINSTALLATION. MULCH TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE).18.EDGING TO BE COMMERCIAL GRADE VALLEY-VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING OR SPADED EDGE, ASINDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN4 FOOT ON CENTER WITH BASE OF TOP BEAD AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBSAND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATESEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN-GARDEN BEDS TO BE SPADED EDGE,UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE).19.ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. PARKING LOT ISLANDS TO BE SODDEDWITH SHREDDED HARDWOOD MULCH AROUND ALL TREES AND SHRUBS. SOD TO BE STANDARD MINNESOTA GROWN ANDHARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSUREDRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED AND PER MN/DOT SPECIFICATIONS. IF NOTINDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN.20.PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPECONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIORTO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS-BUILT PLANS, ANDNORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION.SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION ANDSCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR.21.CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED ORIRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR.22.REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITEDISTURBED DURING CONSTRUCTION.23.REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER.24.RAIN GARDEN NOTE: PROVIDE AND INSTALL EROSION CONTROL BLANKET AT RAIN GARDEN AREA SIDE SLOPES AFTER ALLPLANTING HAVE BEEN INSTALLED. BLANKET TO BE ONE SEASON GEOJUTE, MN/DOT CATEGORY 2 (STRAW 1S, WOOD FIBER1S), OR APPROVED EQUAL. BLANKET TO BE OVERLAPPED BY 4" AND ANCHORED BY SOD STAPLES. PLACE BLANKETPERPENDICULAR TO THE SLOPE. TRENCH IN EDGES OF BLANKET AREA TO PREVENT UNDER MINING. PROVIDE SILT FENCEAT TOP OF SLOPE AS NEEDED. SHREDDED HARDWOOD MULCH TO MATCH OTHER PROJECT PLANTING MULCH. PLACE 4"DEPTH OF MULCH AT ALL PLANTING AND EROSION CONTROL BLANKET AREA (NO FILTER FABRIC). SEE RAIN GARDEN DETAILFOR FURTHER INFORMATION. RAIN GARDEN TO PROVIDE PROPER INFILTRATION AND DRAINAGE REQUIREMENTS PERENGINEERS APPROVAL.PLANTING NOTES 810810810806 808806808808808808XXXXXXXXXXXXXXXXXXXXXXXXXX678910111213147891011121315161778OUTLOT FSTREET 1STREET 1OUTLOT D810 X XXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXOUTLOT F110TH STREETSOUTHN:\0052840.00\DWG\CIVIL\PRELIMINARY\0052840C-PLP01.DWG 3434PROJECT NUMBER: 0052840COTTAGE GROVE, MN05/31/24...© 2024 Westwood Professional Services, Inc.COTTAGE GROVE - ZYWEICPRELIMINARYLANDSCAPE PLAN &DETAILS1650 WEST 82ND STREET, SUITE 300BLOOMINGTON, MN 55431COTTAGE GROVE - ZYWEIC05/31/2405/31/2426971CORY L. MEYERCommon Ground AllianceCall 48 Hours before digging:811 or call811.com50.000001'10' OR 5'0'50'100'150'1" = 50'.......... SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTAPULTE GROUP Stantec Consulting Services Inc. 733 Marquette Avenue Suite 1000, Minneapolis MN 55402-2309 July 12, 2024 File: 193802266 Amanda Meyer, PE City Engineer 12800 Ravine Parkway South Cottage Grove, Minnesota 55016 Reference: Preserve at Prairie Dunes (June 10, 2024 Submittal) Dear Amanda, Below are review comments for the proposed Preserve at Prairie Dunes based on the June 10, 2024 resubmittal: Cover Sheet (sheet 1): 1. Update developer information. Preliminary Plat Comments (sheets 2 - 8): 2. Easement for all utilities must be a minimum of twice the depth of the utility and no less than 15’. Include an easement for all drainage that is routed through lots. This will be checked with the final plat submittal when the revised street/utility and grading plans have been provided. 3. All driveways should be shown, they shall meet the required 6’ side yard setback and not encroach within the side yard easement. 4. Staff is evaluating the proposed trail within city park property (Outlot A). Staff is reviewing the proposed trail and will provide additional comment after further review. Preliminary Grading Plan Comments (sheets 9 - 13): 5. Provide updated grading plans. 6. Include two points of access for maintenance vehicles to access ponds. Pond access routes are typically provided through a 20’ wide City outlot. 7. Ensure layout of pond correlates with City standards and includes maintenance bench and safety/aquatic vegetation bench. 8. Provide clarification on grading operations and whether it would be done all at once or in phases. Preliminary Street & Utility Plan Comments (sheets 14 – 23): 9. Provide updated street & utility plans for the revised plat layout. 10. Insert 2024 City standard details. 11. Revise year in General Utility Notes (note no. 6). 12. Update utilities plan to show existing utilities to date. Current plan shows existing trunk utilities extended along Street 8 and these do not exist. 13. Update (if needed) rear yard drainage structures for areas with added lots. 14. Proposed trail extended towards 110th Street can stop at the proposed Outlot D of the Graymont Village 3rd Addition (see attached). 15. Sidewalk at the southwest quadrant of the intersection at Street 7 and Street 8 shall be revised to be straight. Adjust location of sidewalk crossing. 16. Remove ped ramp crossing towards the east in the northwest quadrant at the intersection of Street 1 and Street 2. 17. Remove ped ramp for the sidewalk at the cul-de-sac for Street 2 but keep the ped ramp for the trail as is. 18. Show existing utilities and trails along Hadley Avenue from the South District Project (see attached). 19. Extend trail along the west side of Street 1 to the existing trail near the roundabout. 20. Ensure turning radius along trails is sufficient for pickup truck with plow (minimum radius of 15 feet to inside of trail). 21. Consider adjusting the lots of Block 9 as the driveway for Lot 1, Block 9 is too close to the roundabout splitter island on the south leg. 22. Provide phasing plan for street and utility construction. 23. Review and revise street grades as necessary to meet city standards. For example, Street 4 does not meet the minimum 0.75% grade requirement. Preliminary Landscape Plan Comments (sheets 24 - 34): 24. Landscape areas should be reviewed to ensure they are not placed directly over proposed utilities. This will be checked with the final street/utility plan submittal. 25. Boulevard trees shall be located 5’ from the side property line where and when practical. 26. No lot trees shall be located within an easement. 27. Ensure the planting of boulevard trees on Lots 24-26, Block 2 is practical. If not practical, please remove from the landscape plan. 28. Indicate the specific tree species of the trees contributing to the buffer within Lots 25-29, Block 2; Lots 1-4, Block 6; Lot 1, Block 9. 29. Revise lot tree planting location of Lot 13 of Block 8 to ensure trees are not planted within the temporary cul-de-sac. 30. Ensure tree clearance along trails (minimum 15 feet away). If a monument sign for the development is to be proposed, it shall be placed within an HOA outlot. Stormwater Requirements: 31. Provide an updated rational method drainage map. 32. Provide an updated rational method calculation, or similar method, for determining pipe sizes for the proposed storm sewer layout that entails pipe depth, pipe cover, slope, velocities, and capacities within the proposed pipe. 33. Review the need for the southern-most pond as it does not appear much water will be directed to the basin. A portion of this proposed project was assumed to be captured and treated with the adjacent development (see attached design information for reference). Please revise drainage calculations and design to match. Proposed basin should either be resized or removed once updated modeling has been completed. 34. The preliminary SWMP for the site indicates that water quality is being met for the site. Regards, Stantec Consulting Services Inc. David R. Sanocki, PE Eric Vidden, EIT Phone: 651-712-2124 Phone: 612-712-2141 dave.sanocki@stantec.com eric.vidden@stantec.com 1 “Building Incredible Places Where People Can Live Their Dreams.” Cottage Grove - Zyweic SUBMITTAL FOR: Planned Unit Development, Rezoning, Comprehensive Plan Amendment, and Preliminary Plat Cottage Grove, MN June 11, 2024 Introduction Pulte Homes of Minnesota, LLC (“Pulte”) is pleased to be submitting this application. Our company mission statement is “Building Incredible Places Where People Can Live Their Dreams.” We currently operate under three distinct brands of homebuilding throughout the country: Pulte Homes, Centex Homes, and Del Webb. The office for Pulte’s Minnesota Division is in Bloomington. We will sell and build over 700 homes in the Twin Cities a year under the Pulte Homes and Del Webb brands. Pulte will act as both the developer of the property and the builder of the homes. The primary contact for Pulte is Haley Daily, Manager of Land Planning & Entitlement. Haley’s contact information has been provided to City staff. There is one owner for the properties: Joseph J. Zyweic 1299 Palisade Path Woodbury, MN 55129 The planner, surveyor, civil engineer, and landscape architect are: Westwood Attn: Ryan Bluhm 12701 Whitewater Drive, Suite 300 Minnetonka, MN 55343 952-906-7432 ryan.bluhm@westwoodps.com 2 The Property Legal Descriptions: Parcel 1: SECTION 29 TOWNSHIP 027 RANGE 021 S1/2-NW1/4 EXCEPT:THAT PT LYING WESTERLY OF A STRAIGHT LN DRAWN FROM A PT ON THE S LN OF Parcel 2: SECTION 29 TOWNSHIP 027 RANGE 021 SW1/4 EXC TO RR 3.9 AC & EXC STRIP 300FT WIDE E OF & ADJ TO RR RUN FROM S LINE TO A PT Property Identification Numbers: Parcel 1: 29-027-21-23-0002 Parcel 2: 29-027-21-31-0002 Key Facts Existing zoning AG-2 Proposed zoning PUD, R-4 Proposed use 76 – 45’ Single-Family Homes 86 – 65’ Single-Family Homes 162 Total Single-Family Homes Net calculations o Net acreage 54.08 acres o Total number of homes 162 Single-Family Homes o Net Density 3 units per acre Proposed 45’ Dimensions/Setbacks (76 Lots) o Minimum lot depth 125 feet o Front Setback 25 feet o Side Setback 5/5 feet; 10 feet total o Rear Setback 30 feet o Corner Setback 20 feet Proposed 65’ Dimensions/Setbacks (86 Lots) o Minimum lot depth 125 feet o Front Setback 25 feet o Side Setback 7.5/5 feet; 12.5 feet total o Rear Setback 30 feet o Corner Setback 20 feet 3 Comprehensive Plan The property is currently guided as Medium-Density Residential, Low-Density Residential, and Industrial. Pulte proposes a minor comprehensive plan amendment to adjust the currently guided area from Medium-Density Residential and Industrial to Low-Density Residential. The 2040 Comprehensive Plan defines Low-Density Residential as 2 to 4 units per acre. The proposed neighborhood will have a net density of 3 units per acre, meeting the low-density residential metric. In conversation with city staff, we discussed the entire property being guided as low-density. Additionally, per our discussions with staff, the City has contacted their MET Council Representative to discuss the amendment and they have been granted a waiver for the 60-day review period. Rezoning The current parcels are zoned as AG-2. Pulte proposes to rezone the properties to R-4, Low- Density Residential, with a Planned Unit Development (PUD). The area directly to the north, shown in purple below, is zoned as Industrial. The area directly to the east, shown in orange and yellow, is zoned as R-4 and R-3. Both R-4 and R-3 zoning are to accommodate single- family residential. The area directly to the west, shown in dark green, is zoned as Rural Residential. 4 Planned Unit Development Pulte is requesting PUD flexibility on the following zone performance standard, as shown in the table below: Flexibility Requested R-4 Standards Cottage Grove – Zyweic Minimum side yard setback 5 feet/7.5 feet; 12.5 feet total 5 feet/5 feet; 10 feet total Per the recent zoning code amendments approved by the City Council on May 1, 2024, the R-4 district requires a minimum side yard setback of 5’ and a garage side yard setback of 7.5’. Out of 162 total lots, Pulte proposes that 76 of the 45’ lots have a 5’ side yard setback and a 5’ garage side yard setback. This flexibility was previously approved when Summergate Development was entitling the same area under the project name “Preserve at Prairie Dunes.” In addition, Pulte’s proposed development meets or exceeds all other R-4 zoning district requirements, as outlined in the table below. R-4 Zoning Below are the current R-4 Standards compared to the proposed neighborhood lot dimensions for the 45’ wide and 65’ lots. As shown below, besides the side yard setback, the proposed neighborhood meets or exceeds all lot dimensions in the R-4 zoning. R-4 Standards Proposed 45’ – 76 Lots Proposed 65’ – 86 Lots Lot Width 45 feet 45 feet 65 feet Lot Depth 120 feet 125 feet 125 feet Front Yard 25 feet 25 feet 25 feet Rear Yard 30 feet 30 feet 30 feet Side Yard 7.5 feet 5 feet 7.5 feet Side Yard, Garage 5 feet 5 feet 7.5 feet 5 Site Plan Pulte proposes building detached single-family residential homes west of 105 th Street South and adjacent to Hadley Ave. The City is currently building the portion of Hadley Ave, which runs north on the east side of the property. The proposed neighborhood will consist of 162 homes in total, 76 of which will be on 45’ lots and 86 of which will be on 65’ lots. Wetland and Environmental Considerations: Pulte has acquired previous site assessment work and related documents that indicate that there are no wetlands on this site. The previous Developer received a Notice of Decision (NOD) from the Technical Evaluation Panel (TEP), agreeing that no wetlands are present on the subject parcels. The NOD was issued on 10/07/2021 and expires 5 years after issuance. City staff mentioned that it would be important to have the site assessed for suitable environmental conditions for the Rusty Patch Bumble Bee (RPBB). At the time of this narrative, the site has been scheduled for such an assessment to be completed. The results will be shared with the City once they are available. Tree Preservation: Pulte performed a tree survey to determine the quantity and quality of the existing trees on the proposed site. The tree survey identified that many of the current trees are Siberian Elm, which the City classifies as invasive. It was also determined that some of the existing trees are unhealthy and dying. After categorizing the trees, we were extremely thoughtful in planning a neighborhood that saved as many healthy and non-invasive trees as possible. Our proposed preliminary plat preserves most of the trees along the western boundary and only removes the ones required to install the perimeter trail. Due to the trail's location, we propose removing 251.25 excess caliper inches of trees and replacing them with 51 – 2.5 caliper inches of new trees. Lastly, all tree clearing will occur before April 1st. Site Access: The site's primary access will come from 105th Street South and Hadley Ave. The City is currently building Hadley Ave, which runs north of the roundabout on 105 th Street South. We propose that the northern parcel have two access points connected to Hadley Ave. 6 Access to the south parcel will come from 105th Street South. We propose two additional stub- out streets to the east that will stop at the adjacent landowner’s parcel. Pulte will construct all internal roads with the subject properties. Sidewalks and Trails: In discussions with City Staff, we were informed that the Grey Cloud Dunes Scientific and Natural Area (SNA) directly to the west of this site. It is our understanding that the DNR typically prefers a trail within a sizable outlot to buffer developed sites from their property. We are proposing a 20’ outlot on the property's west side containing a trail. The trail will be an extra barrier between our proposed development and the SNA. Our proposed trail will connect to the existing access points on 110th and 103rd Streets. The trail will allow residents a way to connect within the community and the future planned park to the north of the project. Mississippi River Corridor Critical Area (MRCCA) Overlay District: The Mississippi River Corridor Critical Area (MRCCA) was created in 1976 to protect the area's natural, cultural, and scenic resources. At their December 15, 2021, meeting, the City Council approved a resolution adopting the DNR's updated MRCCA ordinance, which provides coordinated land use and planning and zoning guidelines for development within the critical area. The ordinance is intended to protect existing bluffs, islands, floodplains, and wetlands and to be enforced by local jurisdictions. The southernmost section of the subject property is located within the Critical Area Separated from River MRCCA Overlay District. This area is characterized by its physical and visual distance from the Mississippi River. The district includes land separated from the river by distance, topography, development, or a transportation corridor. The land in this district is not 7 readily visible from the Mississippi River. Pulte proposes constructing a stormwater pond and a recreational walking trail on the submitted preliminary plat. The Homes Pulte Homes is known for the extraordinary steps we take to ensure that we are designing and building homes that meet the needs and desires of home buyers. You can click this link to learn more about Pulte’s homebuilding process: https://www.pulte.com/design/life-tested. We continually contact home buyers and Pulte homeowners for feedback on improving our home designs. It is what we call Life Tested®. Through this intensive process, we have conceived and incorporated innovative features such as the Pulte Planning Center, the Everyday Entry, Super Laundry, Oversized Pantry, and the Owner’s Retreat. This exhaustive process has played a significant part in Pulte’s success in “Building Incredible Places Where People Can Live Their Dreams.” In striving to continually be in lockstep with the home-buying public, we update the design of our homes frequently. These changes are driven by the desires and tastes of the home-buying public through the process described above. The homes that will be built are outlined below. Please note that the square footage listed below does not include basement square footage. They will range in price from the mid $450k’s to the low $600k’s. On the 45’ wide lots, the following homes will be built: 1. Merriam a. 1565 square feet b. 3 bedrooms / 2 bathrooms / 2 stall garages c. 1 story 2. Macalester 8 a. 1810 square feet b. 3 bedrooms / 2.5 bathrooms / 2 stall garages c. 2 stories 3. Dayton a. 2062 square feet b. 4 bedrooms / 2.5 bathrooms / 2 stall garages c. 2 stories 4. Passport a. 2144 square feet b. 2 bedrooms / 2 bathrooms / 2 stall garages c. 1 story 5. Lowry a. 2169 square feet b. 4 bedrooms / 2.5 bathrooms / 2 stall garages c. 2 stories On the 65’ wide lots, the following homes will be built: 1. Newberry a. 2391 square feet b. 3 bedrooms / 2.5 bathrooms / 3 stall garages c. 2 stories 2. Linwood a. 2456 square feet b. 3 bedrooms / 2.5 bathrooms / 3 stall garages c. Multi 3. Mercer a. 2605 square feet b. 3 bedrooms / 2 bathrooms / 3 stall garages c. 2 stories 4. Ivy a. 2819 square feet 3 bedrooms / 2.5 bathrooms / 3 stall garages b. 2 stories 5. Continental a. 2873 square feet b. 4 bedrooms / 2.5 bathrooms / 3 stall garages c. 2 stories 6. Waverly a. 3257 square feet b. 4 bedrooms / 2.5 bathrooms / 3 stall garages c. 2 stories Energy Efficiency The homes that Pulte will be constructing will have extremely high energy efficiency. Each home is tested using the Home Energy Rating System (HERS) index, which is the industry standard for measuring energy efficiency. Heating, cooling, and water heating constitute the largest cost of homeownership outside of the mortgage. The U.S. Department of Energy has determined that a typical resale home scores 130 on the HERS Index while a home built to the 2004 9 International Energy Conservation Code is awarded a rating of 100 (lower is more energy efficient). Pulte Homes measures the HERS score of every new home constructed. The average HERS score for our homes runs in the range of 47 to 53. We are building extremely energy- efficient homes that dramatically exceed the International Energy Conservation Code threshold. Phasing & Schedule The City of Cottage Grove application schedule suggests that staff review and possible planning commission and council consideration would occur as follows: Preliminary plat approval summer/fall 2024 Site development spring 2025 Model home opens late 2025 Full build of homes early 2028 Summary The proposed community will consist of 162 single-family homes. Our application requests a PUD, Comprehensive Plan Amendment, rezoning, and preliminary plat approval. We look forward to working with the City Commissions, Council, and staff as this application progresses through the review process. We respectfully request the City’s support of this application. Thank you for your consideration. Cottage Grove - Zyweic Illustrative Neighborhood Plan Cottage Grove, MN 005284006/04/24 Phone (952) 937-5150 Fax (952) 937-5822 Toll Free (888) 937-5150 12701 Whitewater Drive Minnetonka, MN 55343 westwoodps.com Westwood Professional Services, Inc. 0‘150‘300‘450‘ N City Trail 80’ Public R/W typ.100’ R/W Roundabout75’ OHP Esmt75’ OHP Esmt Pond Pond Inltration Basin Project Boundary Project Boundary Preserved Trees Preserved Trees Trail Trail 110th ST S Division of Ecological and Water Resources Transmitted by Email Region 3 Headquarters 1200 Warner Road Saint Paul, MN 55106 August 8, 2024 Conner Jakes, Associate Planner City of Cottage Grove 12800 Ravine Parkway Cottage Grove, MN 55016 RE: Preserve at Prairie Dunes Development Adjacent to Grey Cloud Dunes SNA Dear Conner Jakes, The Department of Natural Resources (DNR) has reviewed the information provided in the City of Cottage Grove Planning Commission packet regarding the Preserve at Prairie Dunes Development, and would like to provide comments to be shared with City staff and council members prior to the consideration of this project at a future City Council Meeting. The DNR previously provided comments on this development in a May 13, 2022 letter addressed to Senior Planner, Mike Mrosla, and requested that these comments be shared with the City Council. It does not appear that these comments have been considered or that any direct coordination has occurred with the Grey Cloud Dunes Scientific and Natural Area (SNA), as previously requested. Given the sensitive ecological nature of this area and the extensive documentation of state-listed species, it is important that coordination with the SNA occur as a neighbor bordering the entire west side of the project area. A Natural Heritage Review should be requested to assess the potential impacts to rare species, as was stated would be required in the Cottage Grove Business Park AUAR 2022 Update. Please submit the project to Minnesota Conservation Explorer as soon as possible to begin coordination with DNR regarding state-listed species. It is likely that surveys and/or timing restrictions for tree removal and construction may apply to this development. Potential impacts to rare species and subsequently the SNA should be factored into decision-making when the City considers this project. Many of the state- protected rare features within the SNA can occur beyond the SNA boundary, therefore it is important that all development, utilities, and construction projects within the vicinity complete a Natural Heritage Review as in the early planning stages of a project as to allow sufficient time for coordination with DNR. Also, please be aware that the project area is within a high potential zone for Rusty-patched bumble bee (RPBB). Because RPBB is federally listed as endangered, the proposer will need to coordinate with the U.S. Fish and Wildlife Service regarding potential impacts to this species. The DNR appreciates that a trail will act as a barrier between residences and the SNA since management of the SNA involves semi-regular use of prescribed fire to maintain open habitat conditions that are favorable to rare plant and wildlife species that exist on the property. Prescribed burning is generally considered a safe land management tool, but smoke from this activity can reach other adjacent properties on occasion. The trail width will not always be sufficient to prevent smoke from reaching neighboring properties and potential homeowners should be made aware of this potential when purchasing adjacent property. Vegetation management of landscaping along the trail, in park areas, and within stormwater features will be important to coordinate with the DNR so that potential management does not negatively impact the SNA through the introduction of invasive species, herbicide/pesticide drift, or by negatively impacting rare species that may use the new open spaces. We encourage developers to incorporate native plants and seed mixes into development landscaping and stormwater features to the greatest degree possible in order to provide pollinator habitat. The Board of Water and Soil Resources (BWSR) provides many excellent resources on their Lawns to Legumes website. Due to the proximity to the SNA, please make sure that all seed mixes are free of noxious weeds and invasive species. It is unclear from project plans how the access to the north SNA parking lot will be affected by the new road improvements both during construction and after. The DNR expects to maintain access to the SNA for management purposes as well as public access throughout construction and after the new road is built. Please coordinate with Regional SNA Management Supervisor, Kit Elstad-Haveles (kit.elstad- haveles@state.mn.us; 651-245-0569), regarding the construction schedule and final driveway design. Thank you for your consideration and for your continued coordination. Please let me know if you have any questions. Sincerely, Melissa Collins Regional Environmental Assessment Ecologist | Ecological and Water Resources Minnesota Department of Natural Resources 1200 Warner Road St. Paul, MN 55106 Phone: 651-259-5755 Email: melissa.collins@state.mn.us CC: Jennifer Levitt, City of Cottage Grove Kathy Dennis, City of Cottage Grove Liz Harper, DNR Assistant Regional Manager Kit Elstad-Haveles, DNR Regional SNA Management Supervisor Dan Scollan, DNR Area Hydrologist 2500 Shadywood Road, Suite 130, Minnesota 55331, Phone: 952-401-8757 Memorandum Date: June 11, 2024 To: Dean Lotter & Haley Daily, Pulte Homes From: Melissa Barrett, Kjolhaug Environmental Services (KES) Re: FWS IPaC Assessment Results – Zyweic Parcel, Cottage Grove, MN This memo provides the results of the Information and Planning Consultation (IPac) assessment completed for your site in Cottage Grove, MN. The project area is located in Section 29, T27N, R21W, City of Cottage Grove, Washington County, Minnesota. More specifically, the 60.17-ac parcel is located east of Grey Cloud Dunes SNA and west of 105th St S (Figure 1) and corresponds to Washington County PID 2902721240002 (no address). The site contains cropland bisected by multiple tree lines/windbreaks (Figure 2). Assumptions for this assessment are that: The project is not funded with federal money and will not be completed by a federal agency. The proposed activity will not measurably increase vehicle traffic due to a site location next to existing roadways and next to existing adjacent industrial and residential uses. The cropland is “already developed” and does not provide suitable habitat for the RPBB (nesting, foraging, or overwintering). Although wooded and “natural”, the tree lines and underlying vegetation do not provide potential suitable habitat for the Rusty Patched Bumble Bee (RPBB). These areas are dominated by non- native species. Understory herbaceous cover with non-native species is very dense and does not allow for native spring ephemeral RPBB foraging species to be present or allow for the creation of a duff/leaf litter layer for RPBB overwintering habitat. The tree canopy is dominated by non-native (NN) species of Siberian elm or black poplar (although planted native spruce trees were present along the west tree line). Very few (trace amounts) green ash (Native/N), boxelder (N), or American plum (N) were observed. The shrub layer was dominated by common buckthorn (NN) with lesser amounts of honeysuckle (NN). The herbaceous/ground/vine layer was dominated by smooth brome (NN), cheat/chess grass (NN), quackgrass (NN), hoary alyssum (NN), motherwort (NN), and Virginia creeper. Native species observed in the ground/herbaceous/vine layer included Virginia creeper, grape, giant goldenrod, four o’clock, common milkweed, common red raspberry, white snakeroot, fleabane, and yarrow – all in non- dominant amounts. Other species observed included horseweed, prickly lettuce, hawkweed, mustards, Zyweic Parcel, Cottage Grove, MN FWS IPAC Assessment Results 2 black medic, white campion, dandelion, mullein, annual ragweed, catnip, burdock, Canada thistle, knapweed, pennycress, and purple vetch (all non-native species). Federal Rare Species Assessment Review of the USFWS Information for Planning and Consultation (IPaC) website with a polygon encompassing the project area identified the federally-threatened northern long-eared bat (NLEB) for review (Attachment A) and provided a letter stating that “Unless the Service advises you within 15 days of the date of this letter that your IPaC-assisted determination was incorrect, this letter verifies that the Action is not likely to result in unauthorized take of the northern long-eared bat” (Attachment B). Page 2 of Attachment B states that – Next Steps - Coordination with the service is complete. The NLEB hibernates in caves during winter and establishes maternity roosting colonies under the loose bark of trees during the summer. MN DNR information has not documented northern long-eared bat (NLEB) maternity roost tree/s or hibernacula within the same PLSS township and range as your project (Attachment C). Other species potentially found within the project vicinity include: Species Listing Status Determination Higgins Eye (pearlymussel) (Lampsilis higginsii) Endangered No effect Monarch Butterfly (Danaus plexippus) Candidate No effect Rusty Patched Bumble Bee (Bombus affinis) Endangered No effect Salamander Mussel (Simpsonaias ambigua) Proposed Endangered No effect Tricolored Bat (Perimyotis subflavus) Proposed Endangered NLAA Whooping Crane (Grus americana) Experimental Population, Non-Essential No effect NLAA = May Affect - Not Likely To Adversely Affect The FWS determination letter for these species is provided in Attachment D. Page 1 of Attachment D states – Thank you for informing the Service of your “NLAA” determination(s). No further coordination is necessary for the species you determined may be affected, but not likely to be adversely affected, by the Action. There are no critical habitats at this location. This completes the IPaC assessment for the Zyweic Parcel. © OpenStreetMap (and) contributors, CC-BY-SA Figure 1 - Site Location Zyweic Parcel (KES 2024-051)Cottage Grove, Minnesota Note: Boundaries indicatedon this figure are approximate and do not constitute an official survey product. ¯0 1,200 Feet Legend Site Bo undary Parcels Source: ESRI Streets Basemap 105th Street S Figure 2 - Existing Conditions (4-12-2024 Google Earth) Zyweic Parcel (KES 2024-051)Cottage Grove, Minnesota Note: Boundaries indicatedon this figure are approximate and do not constitute an official survey product. ¯0 500 Feet Legend Site Bou ndary Source: MNGEO Spatial C ommons East tree lineentirely removed Cropl and on site i s plante d wi th soybe ans for the 2024 growi ng se ason. Tree l ine s are dominate d by non-native/wee dy spe ci e s. Sibe ri an el m or black poplar domi nate d canopy. Coni fe rs are prese nt on west tree l ine . Shrub l aye r domi nate d by common buckthorn. He rbace ous l ayer dominate d by smooth brome, cheat/chess grass, quackgrass, hoary alyssum, mustards, motherwort, Vi rgini a creepe r. No spring woodland ephe me ral s and no leaf/duf f layer. Zyweic Parcel, Cottage Grove, MN FWS IPaC Assessment Results Attachment A – FWS Species List 06/11/2024 20:55:32 UTC United States Department of the Interior FISH AND WILDLIFE SERVICE Minnesota-Wisconsin Ecological Services Field Office 3815 American Blvd East Bloomington, MN 55425-1659 Phone: (952) 858-0793 In Reply Refer To: Project Code: 2024-0102744 Project Name: Zyweic Parcel Subject:List of threatened and endangered species that may occur in your proposed project location or may be affected by your proposed project To Whom It May Concern: This response has been generated by the Information, Planning, and Conservation (IPaC) system to provide information on natural resources that could be affected by your project. The U.S. Fish and Wildlife Service (Service) provides this response under the authority of the Endangered Species Act of 1973 (16 U.S.C. 1531-1543), the Bald and Golden Eagle Protection Act (16 U.S.C. 668-668d), the Migratory Bird Treaty Act (16 U.S.C. 703-712), and the Fish and Wildlife Coordination Act (16 U.S.C. 661 et seq.). Threatened and Endangered Species The enclosed species list identifies threatened, endangered, proposed and candidate species, as well as proposed and final designated critical habitat, that may occur within the boundary of your proposed project and may be affected by your proposed project. The species list fulfills the requirement for obtaining a Technical Assistance Letter from the U.S. Fish and Wildlife Service under section 7(c) of the Endangered Species Act (Act) of 1973, as amended (16 U.S.C. 1531 et seq.). New information based on updated surveys, changes in the abundance and distribution of species, changed habitat conditions, or other factors could change this list. Note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the Act, the accuracy of this species list should be verified after 90 days. The Service recommends that verification be completed by visiting the IPaC website at regular intervals during project planning and implementation for updates to species lists and information. An updated list may be requested through the IPaC system by completing the same process used to receive the enclosed list. Consultation Technical Assistance Please refer to refer to our Section 7 website for guidance and technical assistance, including step-by-step instructions for making effects determinations for each species that might be present and for specific guidance on the following types of projects: projects in developed areas, HUD, CDBG, EDA, USDA Rural Development projects, pipelines, buried utilities, telecommunications, and requests for a Conditional Letter of Map Revision (CLOMR) from FEMA. Project code: 2024-0102744 06/11/2024 20:55:32 UTC 2 of 18 1. 2. We recommend running the project (if it qualifies) through our Minnesota-Wisconsin Federal Endangered Species Determination Key (Minnesota-Wisconsin ("D-key")). A demonstration video showing how-to access and use the determination key is available. Please note that the Minnesota-Wisconsin D-key is the third option of 3 available d-keys. D-keys are tools to help Federal agencies and other project proponents determine if their proposed action has the potential to adversely affect federally listed species and designated critical habitat. The Minnesota-Wisconsin D-key includes a structured set of questions that assists a project proponent in determining whether a proposed project qualifies for a certain predetermined consultation outcome for all federally listed species found in Minnesota and Wisconsin (except for the northern long-eared bat- see below), which includes determinations of “no effect” or “may affect, not likely to adversely affect." In each case, the Service has compiled and analyzed the best available information on the species’ biology and the impacts of certain activities to support these determinations. If your completed d-key output letter shows a "No Effect" (NE) determination for all listed species, print your IPaC output letter for your files to document your compliance with the Endangered Species Act. For Federal projects with a “Not Likely to Adversely Affect” (NLAA) determination, our concurrence becomes valid if you do not hear otherwise from us after a 30-day review period, as indicated in your letter. If your d-key output letter indicates additional coordination with the Minnesota-Wisconsin Ecological Services Field Office is necessary (i.e., you get a “May Affect” determination), you will be provided additional guidance on contacting the Service to continue ESA coordination outside of the key; ESA compliance cannot be concluded using the key for “May Affect” determinations unless otherwise indicated in your output letter. Note: Once you obtain your official species list, you are not required to continue in IPaC with d-keys, although in most cases these tools should expedite your review. If you choose to make an effects determination on your own, you may do so. If the project is a Federal Action, you may want to review our section 7 step-by-step instructions before making your determinations. Using the IPaC Official Species List to Make No Effect and May Affect Determinations for Listed Species If IPaC returns a result of “There are no listed species found within the vicinity of the project,” then project proponents can conclude the proposed activities will have no effect on any federally listed species under Service jurisdiction. Concurrence from the Service is not required for no effect determinations. No further consultation or coordination is required. Attach this letter to the dated IPaC species list report for your records. If IPaC returns one or more federally listed, proposed, or candidate species as potentially present in the action area of the proposed project – other than bats (see below) – then project proponents must determine if proposed activities will have no effect on or may affect those species. For assistance in determining if suitable habitat for listed, candidate, or proposed species occurs within your project area or if species may be affected by project activities, you can obtain Life History Information for Listed and Candidate Species on our office website. If no impacts will occur to a species on the IPaC species list (e.g., there is no habitat present in the project area), the appropriate determination is no effect. No further consultation or coordination is required. Attach this letter to the dated IPaC species list report for your records. Project code: 2024-0102744 06/11/2024 20:55:32 UTC 3 of 18 3. ▪ ▪ ▪ ▪ ▪ ▪ ▪ ▪ ▪ Should you determine that project activities may affect any federally listed, please contact our office for further coordination. Letters with requests for consultation or correspondence about your project should include the Consultation Tracking Number in the header. Electronic submission is preferred. Northern Long-Eared Bats Northern long-eared bats occur throughout Minnesota and Wisconsin and the information below may help in determining if your project may affect these species. This species hibernates in caves or mines only during the winter. In Minnesota and Wisconsin, the hibernation season is considered to be November 15 to March 31. During the active season (April 1 to November 14) they roost in forest and woodland habitats. Suitable summer habitat for northern long-eared bats consists of a wide variety of forested/wooded habitats where they roost, forage, and travel and may also include some adjacent and interspersed non-forested habitats such as emergent wetlands and adjacent edges of agricultural fields, old fields and pastures. This includes forests and woodlots containing potential roosts (i.e., live trees and/or snags ≥3 inches dbh for northern long-eared bat that have exfoliating bark, cracks, crevices, and/or hollows), as well as linear features such as fencerows, riparian forests, and other wooded corridors. These wooded areas may be dense or loose aggregates of trees with variable amounts of canopy closure. Individual trees may be considered suitable habitat when they exhibit the characteristics of a potential roost tree and are located within 1,000 feet (305 meters) of forested/wooded habitat. Northern long-eared bats have also been observed roosting in human- made structures, such as buildings, barns, bridges, and bat houses; therefore, these structures should also be considered potential summer habitat and evaluated for use by bats. If your project will impact caves or mines or will involve clearing forest or woodland habitat containing suitable roosting habitat, northern long-eared bats could be affected. Examples of unsuitable habitat include: Individual trees that are greater than 1,000 feet from forested or wooded areas, Trees found in highly developed urban areas (e.g., street trees, downtown areas), A pure stand of less than 3-inch dbh trees that are not mixed with larger trees, and A monoculture stand of shrubby vegetation with no potential roost trees. If IPaC returns a result that northern long-eared bats are potentially present in the action area of the proposed project, project proponents can conclude the proposed activities may affect this species IF one or more of the following activities are proposed: Clearing or disturbing suitable roosting habitat, as defined above, at any time of year, Any activity in or near the entrance to a cave or mine, Mining, deep excavation, or underground work within 0.25 miles of a cave or mine, Construction of one or more wind turbines, or Demolition or reconstruction of human-made structures that are known to be used by bats based on observations of roosting bats, bats emerging at dusk, or guano deposits or stains. If none of the above activities are proposed, project proponents can conclude the proposed activities will have no effect on the northern long-eared bat. Concurrence from the Service is not required for No Project code: 2024-0102744 06/11/2024 20:55:32 UTC 4 of 18 Effect determinations. No further consultation or coordination is required. Attach this letter to the dated IPaC species list report for your records. If any of the above activities are proposed, and the northern long-eared bat appears on the user’s species list, the federal project user will be directed to either the range-wide northern long-eared bat D-key or the Federal Highways Administration, Federal Railways Administration, and Federal Transit Administration Indiana bat/ Northern long-eared bat D-key, depending on the type of project and federal agency involvement. Similar to the Minnesota-Wisconsin D-key, these d-keys helps to determine if prohibited take might occur and, if not, will generate an automated verification letter. Additional information about available tools can be found on the Service’s northern long-eared bat website. Whooping Crane Whooping crane is designated as a non-essential experimental population in Wisconsin and consultation under Section 7(a)(2) of the Endangered Species Act is only required if project activities will occur within a National Wildlife Refuge or National Park. If project activities are proposed on lands outside of a National Wildlife Refuge or National Park, then you are not required to consult. For additional information on this designation and consultation requirements, please review “Establishment of a Nonessential Experimental Population of Whooping Cranes in the Eastern United States.” Other Trust Resources and Activities Bald and Golden Eagles - Although the bald eagle has been removed from the endangered species list, this species and the golden eagle are protected by the Bald and Golden Eagle Act and the Migratory Bird Treaty Act. It is the responsibility of the project proponent to survey the area for any migratory bird nests. If there is an eagle nest on-site while work is on-going, eagles may be disturbed. We recommend avoiding and minimizing disturbance to eagles whenever practicable. If you cannot avoid eagle disturbance, you may seek a permit. A nest take permit is always required for removal, relocation, or obstruction of an eagle nest. For communication and wind energy projects, please refer to additional guidelines below. Migratory Birds - The Migratory Bird Treaty Act (MBTA) prohibits the taking, killing, possession, transportation, and importation of migratory birds, their eggs, parts, and nests, except when specifically authorized by the Service. The Service has the responsibility under the MBTA to proactively prevent the mortality of migratory birds whenever possible and we encourage implementation of recommendations that minimize potential impacts to migratory birds. Such measures include clearing forested habitat outside the nesting season (generally March 1 to August 31) or conducting nest surveys prior to clearing to avoid injury to eggs or nestlings. Communication Towers - Construction of new communications towers (including radio, television, cellular, and microwave) creates a potentially significant impact on migratory birds, especially some 350 species of night-migrating birds. However, the Service has developed voluntary guidelines for minimizing impacts. Transmission Lines - Migratory birds, especially large species with long wingspans, heavy bodies, and poor maneuverability can also collide with power lines. In addition, mortality can occur when birds, particularly hawks, eagles, kites, falcons, and owls, attempt to perch on uninsulated or unguarded power poles. To minimize these risks, please refer to guidelines developed by the Avian Power Line Interaction Committee and the Service. Implementation of these measures is especially important along sections of lines adjacent to Project code: 2024-0102744 06/11/2024 20:55:32 UTC 5 of 18 ▪ ▪ ▪ ▪ ▪ wetlands or other areas that support large numbers of raptors and migratory birds. Wind Energy - To minimize impacts to migratory birds and bats, wind energy projects should follow the Service’s Wind Energy Guidelines. In addition, please refer to the Service's Eagle Conservation Plan Guidance, which provides guidance for conserving bald and golden eagles in the course of siting, constructing, and operating wind energy facilities. State Department of Natural Resources Coordination While it is not required for your Federal section 7 consultation, please note that additional state endangered or threatened species may also have the potential to be impacted. Please contact the Minnesota or Wisconsin Department of Natural Resources for information on state listed species that may be present in your proposed project area. Minnesota Minnesota Department of Natural Resources - Endangered Resources Review Homepage Email: Review.NHIS@state.mn.us Wisconsin Wisconsin Department of Natural Resources - Endangered Resources Review Homepage Email: DNRERReview@wi.gov We appreciate your concern for threatened and endangered species. Please feel free to contact our office with questions or for additional information. Attachment(s): Official Species List USFWS National Wildlife Refuges and Fish Hatcheries Bald & Golden Eagles Migratory Birds Wetlands OFFICIAL SPECIES LIST This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the requirement for Federal agencies to "request of the Secretary of the Interior information whether any species which is listed or proposed to be listed may be present in the area of a proposed action". This species list is provided by: Minnesota-Wisconsin Ecological Services Field Office 3815 American Blvd East Bloomington, MN 55425-1659 (952) 858-0793 Project code: 2024-0102744 06/11/2024 20:55:32 UTC 6 of 18 PROJECT SUMMARY Project Code:2024-0102744 Project Name:Zyweic Parcel Project Type:Residential Construction Project Description:Agricultural land with multiple tree lines. Site will be developed to residential use in 2024/2025. For this assessment it was assumed that: (1) The cropland is “previously disturbed” land and does not provide suitable habitat for the RPBB (nesting, foraging, or overwintering), (2) Although wooded and “natural”, the tree lines and underlying vegetation do not provide potential suitable habitat for the RPBB. These areas are dominated by non-native species. Understory herbaceous cover with non- native species is very dense and does not allow for spring ephemeral RPBB foraging species to be present or allow the creation of a duff/leaf litter layer for RPBB overwintering habitat. The tree canopy is dominated by non-native species of Siberian elm or black poplar (although planted native spruce trees were present along the west tree line). Very few (trace amounts) green ash, boxelder, or American plum were observed. The shrub layer was dominated by common buckthorn with lesser amounts of honeysuckle. The herbaceous/ground/ vine layer was dominated by smooth brome, cheat/chess grass, quackgrass, hoary alyssum, motherwort, and Virginia creeper. Native species observed in the ground/herbaceous/vine layer included Virginia creeper, grape, giant goldenrod, four o’clock, common milkweed, common red raspberry, white snakeroot, fleabane, and yarrow – all in non-dominant amounts. Other species observed included horseweed, prickly lettuce, hawkweed, mustards, black medic, white campion, dandelion, mullein, annual ragweed, catnip, burdock, Canada thistle, knapweed, pennycress, and purple vetch (all non-native species). Project Location: The approximate location of the project can be viewed in Google Maps: https:// www.google.com/maps/@44.7955783,-92.95587808096936,14z Project code: 2024-0102744 06/11/2024 20:55:32 UTC 7 of 18 Counties:Washington County, Minnesota Project code: 2024-0102744 06/11/2024 20:55:32 UTC 8 of 18 1. ENDANGERED SPECIES ACT SPECIES There is a total of 7 threatened, endangered, or candidate species on this species list. Species on this list should be considered in an effects analysis for your project and could include species that exist in another geographic area. For example, certain fish may appear on the species list because a project could affect downstream species. Note that 2 of these species should be considered only under certain conditions. IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA Fisheries , as USFWS does not have the authority to speak on behalf of NOAA and the Department of Commerce. See the "Critical habitats" section below for those critical habitats that lie wholly or partially within your project area under this office's jurisdiction. Please contact the designated FWS office if you have questions. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce. 1 Project code: 2024-0102744 06/11/2024 20:55:32 UTC 9 of 18 ▪ ▪ MAMMALS NAME STATUS Northern Long-eared Bat Myotis septentrionalis No critical habitat has been designated for this species. This species only needs to be considered under the following conditions: This species only needs to be considered if the project includes wind turbine operations. Species profile: https://ecos.fws.gov/ecp/species/9045 Endangered Tricolored Bat Perimyotis subflavus No critical habitat has been designated for this species. This species only needs to be considered under the following conditions: This species only needs to be considered if the project includes wind turbine operations. Species profile: https://ecos.fws.gov/ecp/species/10515 Proposed Endangered BIRDS NAME STATUS Whooping Crane Grus americana Population: U.S.A. (AL, AR, CO, FL, GA, ID, IL, IN, IA, KY, LA, MI, MN, MS, MO, NC, NM, OH, SC, TN, UT, VA, WI, WV, western half of WY) No critical habitat has been designated for this species. Species profile: https://ecos.fws.gov/ecp/species/758 Experimental Population, Non- Essential CLAMS NAME STATUS Higgins Eye (pearlymussel) Lampsilis higginsii No critical habitat has been designated for this species. Species profile: https://ecos.fws.gov/ecp/species/5428 Endangered Salamander Mussel Simpsonaias ambigua There is proposed critical habitat for this species. Your location does not overlap the critical habitat. Species profile: https://ecos.fws.gov/ecp/species/6208 Proposed Endangered INSECTS NAME STATUS Monarch Butterfly Danaus plexippus No critical habitat has been designated for this species. Species profile: https://ecos.fws.gov/ecp/species/9743 Candidate Rusty Patched Bumble Bee Bombus affinis No critical habitat has been designated for this species. Species profile: https://ecos.fws.gov/ecp/species/9383 General project design guidelines: https://ipac.ecosphere.fws.gov/project/AWRIIMILRNHJ3MPOWEBJXHGMLM/ documents/generated/5967.pdf Endangered Project code: 2024-0102744 06/11/2024 20:55:32 UTC 10 of 18 1. 2. 3. CRITICAL HABITATS THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S JURISDICTION. YOU ARE STILL REQUIRED TO DETERMINE IF YOUR PROJECT(S) MAY HAVE EFFECTS ON ALL ABOVE LISTED SPECIES. USFWS NATIONAL WILDLIFE REFUGE LANDS AND FISH HATCHERIES Any activity proposed on lands managed by the National Wildlife Refuge system must undergo a 'Compatibility Determination' conducted by the Refuge. Please contact the individual Refuges to discuss any questions or concerns. THERE ARE NO REFUGE LANDS OR FISH HATCHERIES WITHIN YOUR PROJECT AREA. BALD & GOLDEN EAGLES Bald and golden eagles are protected under the Bald and Golden Eagle Protection Act and the Migratory Bird Treaty Act . Any person or organization who plans or conducts activities that may result in impacts to bald or golden eagles, or their habitats , should follow appropriate regulations and consider implementing appropriate conservation measures, as described in the links below. Specifically, please review the "Supplemental Information on Migratory Birds and Eagles". The Bald and Golden Eagle Protection Act of 1940. The Migratory Birds Treaty Act of 1918. 50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a) There are likely bald eagles present in your project area. For additional information on bald eagles, refer to Bald Eagle Nesting and Sensitivity to Human Activity For guidance on when to schedule activities or implement avoidance and minimization measures to reduce impacts to migratory birds on your list, see the PROBABILITY OF PRESENCE SUMMARY below to see when these birds are most likely to be present and breeding in your project area. NAME BREEDING SEASON Bald Eagle Haliaeetus leucocephalus This is not a Bird of Conservation Concern (BCC) in this area, but warrants attention because of the Eagle Act or for potential susceptibilities in offshore areas from certain types of development or activities. https://ecos.fws.gov/ecp/species/1626 Breeds Dec 1 to Aug 31 1 2 3 Project code: 2024-0102744 06/11/2024 20:55:32 UTC 11 of 18 ▪ no data survey effort breeding season probability of presence NAME BREEDING SEASON Golden Eagle Aquila chrysaetos This is not a Bird of Conservation Concern (BCC) in this area, but warrants attention because of the Eagle Act or for potential susceptibilities in offshore areas from certain types of development or activities. https://ecos.fws.gov/ecp/species/1680 Breeds elsewhere PROBABILITY OF PRESENCE SUMMARY The graphs below provide our best understanding of when birds of concern are most likely to be present in your project area. This information can be used to tailor and schedule your project activities to avoid or minimize impacts to birds. Please make sure you read "Supplemental Information on Migratory Birds and Eagles", specifically the FAQ section titled "Proper Interpretation and Use of Your Migratory Bird Report" before using or attempting to interpret this report. Probability of Presence () Green bars; the bird's relative probability of presence in the 10km grid cell(s) your project overlaps during that week of the year. Breeding Season () Yellow bars; liberal estimate of the timeframe inside which the bird breeds across its entire range. Survey Effort () Vertical black lines; the number of surveys performed for that species in the 10km grid cell(s) your project area overlaps. No Data () A week is marked as having no data if there were no survey events for that week. SPECIES JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Bald Eagle Non-BCC Vulnerable Golden Eagle Non-BCC Vulnerable Additional information can be found using the following links: Eagle Management https://www.fws.gov/program/eagle-management Project code: 2024-0102744 06/11/2024 20:55:32 UTC 12 of 18 ▪ ▪ ▪ 1. 2. 3. Measures for avoiding and minimizing impacts to birds https://www.fws.gov/library/ collections/avoiding-and-minimizing-incidental-take-migratory-birds Nationwide conservation measures for birds https://www.fws.gov/sites/default/files/ documents/nationwide-standard-conservation-measures.pdf Supplemental Information for Migratory Birds and Eagles in IPaC https://www.fws.gov/ media/supplemental-information-migratory-birds-and-bald-and-golden-eagles-may-occur- project-action MIGRATORY BIRDS Certain birds are protected under the Migratory Bird Treaty Act and the Bald and Golden Eagle Protection Act . Any person or organization who plans or conducts activities that may result in impacts to migratory birds, eagles, and their habitats should follow appropriate regulations and consider implementing appropriate conservation measures, as described in the links below. Specifically, please review the "Supplemental Information on Migratory Birds and Eagles". The Migratory Birds Treaty Act of 1918. The Bald and Golden Eagle Protection Act of 1940. 50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a) For guidance on when to schedule activities or implement avoidance and minimization measures to reduce impacts to migratory birds on your list, see the PROBABILITY OF PRESENCE SUMMARY below to see when these birds are most likely to be present and breeding in your project area. NAME BREEDING SEASON American Golden-plover Pluvialis dominica This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska. https://ecos.fws.gov/ecp/species/10561 Breeds elsewhere Bald Eagle Haliaeetus leucocephalus This is not a Bird of Conservation Concern (BCC) in this area, but warrants attention because of the Eagle Act or for potential susceptibilities in offshore areas from certain types of development or activities. https://ecos.fws.gov/ecp/species/1626 Breeds Dec 1 to Aug 31 Black Tern Chlidonias niger surinamenisis This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska. https://ecos.fws.gov/ecp/species/3093 Breeds May 15 to Aug 20 1 2 3 Project code: 2024-0102744 06/11/2024 20:55:32 UTC 13 of 18 NAME BREEDING SEASON Black-billed Cuckoo Coccyzus erythropthalmus This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska. https://ecos.fws.gov/ecp/species/9399 Breeds May 15 to Oct 10 Bobolink Dolichonyx oryzivorus This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska. https://ecos.fws.gov/ecp/species/9454 Breeds May 20 to Jul 31 Canada Warbler Cardellina canadensis This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska. https://ecos.fws.gov/ecp/species/9643 Breeds May 20 to Aug 10 Cerulean Warbler Setophaga cerulea This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska. https://ecos.fws.gov/ecp/species/2974 Breeds Apr 22 to Jul 20 Chimney Swift Chaetura pelagica This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska. https://ecos.fws.gov/ecp/species/9406 Breeds Mar 15 to Aug 25 Eastern Whip-poor-will Antrostomus vociferus This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska. https://ecos.fws.gov/ecp/species/10678 Breeds May 1 to Aug 20 Golden Eagle Aquila chrysaetos This is not a Bird of Conservation Concern (BCC) in this area, but warrants attention because of the Eagle Act or for potential susceptibilities in offshore areas from certain types of development or activities. https://ecos.fws.gov/ecp/species/1680 Breeds elsewhere Golden-winged Warbler Vermivora chrysoptera This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska. https://ecos.fws.gov/ecp/species/8745 Breeds May 1 to Jul 20 Grasshopper Sparrow Ammodramus savannarum perpallidus This is a Bird of Conservation Concern (BCC) only in particular Bird Conservation Regions (BCRs) in the continental USA https://ecos.fws.gov/ecp/species/8329 Breeds Jun 1 to Aug 20 Henslow's Sparrow Centronyx henslowii This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska. https://ecos.fws.gov/ecp/species/3941 Breeds May 1 to Aug 31 Project code: 2024-0102744 06/11/2024 20:55:32 UTC 14 of 18 NAME BREEDING SEASON Lesser Yellowlegs Tringa flavipes This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska. https://ecos.fws.gov/ecp/species/9679 Breeds elsewhere Long-eared Owl asio otus This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska. https://ecos.fws.gov/ecp/species/3631 Breeds Mar 1 to Jul 15 Pectoral Sandpiper Calidris melanotos This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska. https://ecos.fws.gov/ecp/species/9561 Breeds elsewhere Red-headed Woodpecker Melanerpes erythrocephalus This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska. https://ecos.fws.gov/ecp/species/9398 Breeds May 10 to Sep 10 Ruddy Turnstone Arenaria interpres morinella This is a Bird of Conservation Concern (BCC) only in particular Bird Conservation Regions (BCRs) in the continental USA https://ecos.fws.gov/ecp/species/10633 Breeds elsewhere Rusty Blackbird Euphagus carolinus This is a Bird of Conservation Concern (BCC) only in particular Bird Conservation Regions (BCRs) in the continental USA https://ecos.fws.gov/ecp/species/9478 Breeds elsewhere Semipalmated Sandpiper Calidris pusilla This is a Bird of Conservation Concern (BCC) only in particular Bird Conservation Regions (BCRs) in the continental USA https://ecos.fws.gov/ecp/species/9603 Breeds elsewhere Upland Sandpiper Bartramia longicauda This is a Bird of Conservation Concern (BCC) only in particular Bird Conservation Regions (BCRs) in the continental USA https://ecos.fws.gov/ecp/species/9294 Breeds May 1 to Aug 31 Wood Thrush Hylocichla mustelina This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska. https://ecos.fws.gov/ecp/species/9431 Breeds May 10 to Aug 31 PROBABILITY OF PRESENCE SUMMARY The graphs below provide our best understanding of when birds of concern are most likely to be present in your project area. This information can be used to tailor and schedule your project activities to avoid or minimize impacts to birds. Please make sure you read "Supplemental Project code: 2024-0102744 06/11/2024 20:55:32 UTC 15 of 18 no data survey effort breeding season probability of presence Information on Migratory Birds and Eagles", specifically the FAQ section titled "Proper Interpretation and Use of Your Migratory Bird Report" before using or attempting to interpret this report. Probability of Presence () Green bars; the bird's relative probability of presence in the 10km grid cell(s) your project overlaps during that week of the year. Breeding Season () Yellow bars; liberal estimate of the timeframe inside which the bird breeds across its entire range. Survey Effort () Vertical black lines; the number of surveys performed for that species in the 10km grid cell(s) your project area overlaps. No Data () A week is marked as having no data if there were no survey events for that week. SPECIES JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC American Golden- plover BCC Rangewide (CON) Bald Eagle Non-BCC Vulnerable Black Tern BCC Rangewide (CON) Black-billed Cuckoo BCC Rangewide (CON) Bobolink BCC Rangewide (CON) Canada Warbler BCC Rangewide (CON) Cerulean Warbler BCC Rangewide (CON) Project code: 2024-0102744 06/11/2024 20:55:32 UTC 16 of 18 Chimney Swift BCC Rangewide (CON) Eastern Whip-poor- will BCC Rangewide (CON) Golden Eagle Non-BCC Vulnerable Golden-winged Warbler BCC Rangewide (CON) Grasshopper Sparrow BCC - BCR SPECIES JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Henslow's Sparrow BCC Rangewide (CON) Lesser Yellowlegs BCC Rangewide (CON) Long-eared Owl BCC Rangewide (CON) Pectoral Sandpiper BCC Rangewide (CON) Red-headed Woodpecker BCC Rangewide (CON) Ruddy Turnstone BCC - BCR Rusty Blackbird BCC - BCR Semipalmated Sandpiper BCC - BCR Upland Sandpiper BCC - BCR Wood Thrush BCC Rangewide (CON) Project code: 2024-0102744 06/11/2024 20:55:32 UTC 17 of 18 ▪ ▪ ▪ ▪ ▪ Additional information can be found using the following links: Eagle Management https://www.fws.gov/program/eagle-management Measures for avoiding and minimizing impacts to birds https://www.fws.gov/library/ collections/avoiding-and-minimizing-incidental-take-migratory-birds Nationwide conservation measures for birds https://www.fws.gov/sites/default/files/ documents/nationwide-standard-conservation-measures.pdf Supplemental Information for Migratory Birds and Eagles in IPaC https://www.fws.gov/ media/supplemental-information-migratory-birds-and-bald-and-golden-eagles-may-occur- project-action WETLANDS Impacts to NWI wetlands and other aquatic habitats may be subject to regulation under Section 404 of the Clean Water Act, or other State/Federal statutes. For more information please contact the Regulatory Program of the local U.S. Army Corps of Engineers District. Please note that the NWI data being shown may be out of date. We are currently working to update our NWI data set. We recommend you verify these results with a site visit to determine the actual extent of wetlands on site. FRESHWATER EMERGENT WETLAND PEM1Af Project code: 2024-0102744 06/11/2024 20:55:32 UTC 18 of 18 IPAC USER CONTACT INFORMATION Agency:Private Entity Name:Melissa Barrett Address:2500 Shadywood Road City:Orono State:MN Zip:55331 Email mlauter62@gmail.com Phone:9523883752 Zyweic Parcel, Cottage Grove, MN FWS IPaC Assessment Results Attachment B – FWS NLEB Consistency/Determination Letter 06/11/2024 21:03:23 UTC United States Department of the Interior FISH AND WILDLIFE SERVICE Minnesota-Wisconsin Ecological Services Field Office 3815 American Blvd East Bloomington, MN 55425-1659 Phone: (952) 858-0793 In Reply Refer To: Project code: 2024-0102744 Project Name: Zyweic Parcel Federal Nexus: no Federal Action Agency (if applicable): Subject:Technical assistance for 'Zyweic Parcel' Dear Melissa Barrett: This letter records your determination using the Information for Planning and Consultation (IPaC) system provided to the U.S. Fish and Wildlife Service (Service) on June 11, 2024, for 'Zyweic Parcel' (here forward, Project). This project has been assigned Project Code 2024-0102744 and all future correspondence should clearly reference this number. Please carefully review this letter. Your Endangered Species Act (Act) requirements are not complete. Ensuring Accurate Determinations When Using IPaC The Service developed the IPaC system and associated species’ determination keys in accordance with the Endangered Species Act of 1973 (ESA; 87 Stat. 884, as amended; 16 U.S.C. 1531 et seq.) and based on a standing analysis. All information submitted by the Project proponent into IPaC must accurately represent the full scope and details of the Project. Failure to accurately represent or implement the Project as detailed in IPaC or the Northern Long-eared Bat Rangewide Determination Key (Dkey), invalidates this letter. Answers to certain questions in the DKey commit the project proponent to implementation of conservation measures that must be followed for the ESA determination to remain valid. Determination for the Northern Long-Eared Bat Based upon your IPaC submission and a standing analysis, your project is not reasonably certain to cause incidental take of the northern long-eared bat. Unless the Service advises you within 15 days of the date of this letter that your IPaC-assisted determination was incorrect, this letter verifies that the Action is not likely to result in unauthorized take of the northern long-eared bat. Project code: 2024-0102744 IPaC Record Locator: 611-144739114 06/11/2024 21:03:23 UTC DKey Version Publish Date: 05/15/2024 2 of 7 ▪ ▪ ▪ ▪ ▪ ▪ Other Species and Critical Habitat that May be Present in the Action Area The IPaC-assisted determination for the northern long-eared bat does not apply to the following ESA-protected species and/or critical habitat that also may occur in your Action area: Higgins Eye (pearlymussel) Lampsilis higginsii Endangered Monarch Butterfly Danaus plexippus Candidate Rusty Patched Bumble Bee Bombus affinis Endangered Salamander Mussel Simpsonaias ambigua Proposed Endangered Tricolored Bat Perimyotis subflavus Proposed Endangered Whooping Crane Grus americana Experimental Population, Non-Essential You may coordinate with our Office to determine whether the Action may cause prohibited take of the animal species and/or critical habitat listed above. Note that if a new species is listed that may be affected by the identified action before it is complete, additional review is recommended to ensure compliance with the Endangered Species Act. Next Steps Coordination with the Service is complete. This letter serves as technical assistance. All conservation measures should be implemented as proposed. Thank you for considering federally listed species during your project planning. We are uncertain where the northern long-eared bat occurs on the landscape outside of known locations. Because of the steep declines in the species and vast amount of available and suitable forest habitat, the presence of suitable forest habitat alone is a far less reliable predictor of their presence. Based on the best available information, most suitable habitat is now expected to be unoccupied. During the interim period, while we are working on potential methods to address this uncertainty, we conclude take is not reasonably certain to occur in areas of suitable habitat where presence has not been documented. If no changes occur with the Project or there are no updates on listed species, no further consultation/coordination for this project is required for the northern long-eared bat. However, the Service recommends that project proponents re-evaluate the Project in IPaC if: 1) the scope, timing, duration, or location of the Project changes (includes any project changes or amendments); 2) new information reveals the Project may impact (positively or negatively) federally listed species or designated critical habitat; or 3) a new species is listed, or critical habitat designated. If any of the above conditions occurs, additional coordination with the Service should take place before project implements any changes which are final or commits additional resources. If you have any questions regarding this letter or need further assistance, please contact the Minnesota-Wisconsin Ecological Services Field Office and reference Project Code 2024-0102744 associated with this Project. Project code: 2024-0102744 IPaC Record Locator: 611-144739114 06/11/2024 21:03:23 UTC DKey Version Publish Date: 05/15/2024 3 of 7 Action Description You provided to IPaC the following name and description for the subject Action. 1. Name Zyweic Parcel 2. Description The following description was provided for the project 'Zyweic Parcel': Agricultural land with multiple tree lines. Site will be developed to residential use in 2024/2025. For this assessment it was assumed that: (1) The cropland is “previously disturbed” land and does not provide suitable habitat for the RPBB (nesting, foraging, or overwintering), (2) Although wooded and “natural”, the tree lines and underlying vegetation do not provide potential suitable habitat for the RPBB. These areas are dominated by non-native species. Understory herbaceous cover with non-native species is very dense and does not allow for spring ephemeral RPBB foraging species to be present or allow the creation of a duff/ leaf litter layer for RPBB overwintering habitat, and (3) The proposed activity will not measurably increase vehicle traffic due to a site location next to existing roadways and next to existing adjacent industrial and residential uses. The tree canopy is dominated by non-native species of Siberian elm or black poplar (although planted native spruce trees were present along the west tree line). Very few (trace amounts) green ash, boxelder, or American plum were observed. The shrub layer was dominated by common buckthorn with lesser amounts of honeysuckle. The herbaceous/ground/vine layer was dominated by smooth brome, cheat/chess grass, quackgrass, hoary alyssum, motherwort, and Virginia creeper. Native species observed in the ground/herbaceous/vine layer included Virginia creeper, grape, giant goldenrod, four o’clock, common milkweed, common red raspberry, white snakeroot, fleabane, and yarrow – all in non-dominant amounts. Other species observed included horseweed, prickly lettuce, hawkweed, mustards, black medic, white campion, dandelion, mullein, annual ragweed, catnip, burdock, Canada thistle, knapweed, pennycress, and purple vetch (all non-native species). The approximate location of the project can be viewed in Google Maps: https:// www.google.com/maps/@44.7955783,-92.95587808096936,14z Project code: 2024-0102744 IPaC Record Locator: 611-144739114 06/11/2024 21:03:23 UTC DKey Version Publish Date: 05/15/2024 4 of 7 Project code: 2024-0102744 IPaC Record Locator: 611-144739114 06/11/2024 21:03:23 UTC DKey Version Publish Date: 05/15/2024 5 of 7 1. 2. 3. 4. DETERMINATION KEY RESULT Based on the answers provided, the proposed Action is consistent with a determination of “may affect, but not likely to adversely affect” for the Endangered northern long-eared bat (Myotis septentrionalis). QUALIFICATION INTERVIEW Does the proposed project include, or is it reasonably certain to cause, intentional take of the northern long-eared bat or any other listed species? Note: Intentional take is defined as take that is the intended result of a project. Intentional take could refer to research, direct species management, surveys, and/or studies that include intentional handling/encountering, harassment, collection, or capturing of any individual of a federally listed threatened, endangered or proposed species? No The action area does not overlap with an area for which U.S. Fish and Wildlife Service currently has data to support the presumption that the northern long-eared bat is present. Are you aware of other data that indicates that northern long-eared bats (NLEB) are likely to be present in the action area? Bat occurrence data may include identification of NLEBs in hibernacula, capture of NLEBs, tracking of NLEBs to roost trees, or confirmed NLEB acoustic detections. Data on captures, roost tree use, and acoustic detections should post-date the year when white- nose syndrome was detected in the relevant state. With this question, we are looking for data that, for some reason, may have not yet been made available to U.S. Fish and Wildlife Service. No Does any component of the action involve construction or operation of wind turbines? Note: For federal actions, answer ‘yes’ if the construction or operation of wind power facilities is either (1) part of the federal action or (2) would not occur but for a federal agency action (federal permit, funding, etc.). No Is the proposed action authorized, permitted, licensed, funded, or being carried out by a Federal agency in whole or in part? No Project code: 2024-0102744 IPaC Record Locator: 611-144739114 06/11/2024 21:03:23 UTC DKey Version Publish Date: 05/15/2024 6 of 7 PROJECT QUESTIONNAIRE Project code: 2024-0102744 IPaC Record Locator: 611-144739114 06/11/2024 21:03:23 UTC DKey Version Publish Date: 05/15/2024 7 of 7 IPAC USER CONTACT INFORMATION Agency:Private Entity Name:Melissa Barrett Address:2500 Shadywood Road City:Orono State:MN Zip:55331 Email mlauter62@gmail.com Phone:9523883752 Zyweic Parcel, Cottage Grove, MN FWS IPaC Assessment Results Attachment C – MN DNR NLEB Information TOWNSHIPS CONTAINING DOCUMENTED NORTHERN LONG-EARED BAT (NLEB) MATERNITY ROOST TREES AND/OR HIBERNACULA ENTRANCES IN MINNESOTA Minnesota DNR/U.S. Fish and Wildlife Service June 7, 2021 • The federal 4(d) Rule for conserving the northern long-eared bat (Myotis septentrionalis; NLEB) is administered by the U.S. Fish and Wildlife Service (FWS) and may regulate tree removal or other activities if they are conducted: o within ¼ mile of an entrance to a known NLEB hibernaculum (a cave, mine, or other feature in which NLEBs have been documented to overwinter) o within 150 feet of a known NLEB maternity roost tree (a tree in which a female NLEB has been documented to roost) • Learn more about NLEBs, NLEB conservation, the NLEB 4(d) Rule, and how you may be affected by this regulation on the FWS website at http://www.fws.gov/midwest/endangered/mammals/nleb/4drule.html. • On the FWS website, see especially the “Instructions for Northern Long-Eared Bat Online 4(d) Rule Determination Key”. Use the Online 4(d) Rule Determination Key to determine if your activity is regulated by the 4(d) Rule. • If your tree removal or other activity is within a township listed on the following pages, you can determine more precisely where in the township the 4(d) Rule restrictions apply by requesting from the DNR a data printout or a data license to access additional details on the location of the feature within the township. Find more information on these options at http://www.dnr.state.mn.us/nhnrp/nhis.html#datarequest. • As of June 7, 2021, there are 415 known NLEB maternity roost trees and 28 known entrances to NLEB hibernacula in Minnesota. • These data are current as of June 7, 2021. An update of this information will be released annually on April 1. • This document should not be used to determine the distribution of the NLEB in Minnesota, since NLEB surveys in Minnesota are incomplete, and not all known locations of the NLEB were included in preparing the list and map. • A township that lies within more than one county is listed under every county in which the township lies. For more information, contact: Jill Utrup, Fish and Wildlife Biologist Bridget Henning-Randa, Endangered Species Consultant U.S. Fish and Wildlife Service Minnesota Department of Natural Resources Twin Cities Ecological Services Field Office Division of Ecological and Water Resources 4101 American Blvd E., Bloomington, MN 55425 500 Lafayette Rd., St. Paul, MN 55155 Jill_Utrup@fws.gov Bridget.Henning-Randa@state.mn.us 952-252-0092, e•t. 207 651-259-5073 June 7, 2021 Minnesota NLEB Township List and Map Page 2 Townships containing documented northern long-eared bat (NLEB) maternity roost trees and/or hibernacula entrances in Minnesota. County PLSS Township Civil Township Name(s) Found Contains Hibernaculum Contains Roost Tree Aitkin T45N R24W • Aitkin T48N R23W McGregor • Aitkin T48N R24W Jevne • Aitkin T48N R25W Fleming • Aitkin T49N R24W Workman • Aitkin T49N R25W Logan • Aitkin T49N R26W Waukenabo • Aitkin T50N R26W • Aitkin T51N R27W • Aitkin T52N R24W • Aitkin T52N R25W • Anoka T34N R23W Athens • Becker T142N R36W Savannah • Benton T36N R31W Sauk Rapids • Carlton T47N R18W Barnum/Mahtowa • Carlton T47N R19W Skelton • Carlton T47N R20W Kalevala • Carlton T47N R21W Automba • Carlton T48N R17W Twin Lakes • Carlton T48N R18W Atkinson • Carlton T48N R19W • Carlton T48N R20W Eagle • Carlton T48N R21W Lakeview • Carlton T49N R17W • Carver T115N R23W Jackson/Louisville • Cass T132N R29W Scandia Valley • Cass T133N R29W Sylvan/Rosing • Cass T133N R30W Sylvan/Rosing • Cass T138N R29W Barclay/Gail Lake • Cass T138N R31W Bull Moose • Cass T139N R25W Beulah • Cass T139N R26W Crooked Lake • Cass T139N R27W Trelipe • Cass T139N R28W Blind Lake • Cass T139N R31W Deerfield • Cass T143N R26W Salem • Cass T144N R29W Otter Tail Peninsula • Clearwater T143N R36W • Clearwater T144N R36W Itasca • Cook T61N R3W Lutsen • Cook T62N R4W Tofte • Cook T63N R1E • Cook T63N R4W • Crow Wing T133N R29W Sylvan/Rosing • Crow Wing T138N R29W Barclay/Gail Lake • June 7, 2021 Minnesota NLEB Township List and Map Page 3 County PLSS Township Civil Township Name(s) Found Contains Hibernaculum Contains Roost Tree Dakota T28N R22W • Dakota T28N R23W • Fillmore T102N R12W Forestville • • Fillmore T103N R10W Carrolton • Fillmore T103N R13W Spring Valley • Fillmore T104N R10W Pilot Mound • Fillmore T104N R12W Jordan • Fillmore T105N R7W Wiscoy • Goodhue T112N R15W Featherstone • • Goodhue T113N R14W Wacouta • Hennepin T28N R23W • Houston T102N R6W Caledonia • Hubbard T144N R35W Lake Hattie • Isanti T34N R23W Athens • Itasca T148N R25W Lake Jessie • Itasca T57N R26W • Itasca T58N R25W Balsam • Itasca T58N R26W • Lake T56N R7W Beaver Bay • Lake T60N R10W Stony River • Lake T60N R9W Stony River • Lake T62N R11W Fall Lake • Lake T63N R11W Fall Lake • Lake of the Woods T158N R32W • Lake of the Woods T158N R33W • Lake of the Woods T158N R34W • Lake of the Woods T159N R35W • Lake of the Woods T159N R36W • Le Sueur T110N R26W Kasota/Oshawa/Traverse • Morrison T130N R30W Darling • Morrison T131N R30W Cushing • Morrison T132N R29W Scandia Valley • Morrison T132N R30W Scandia Valley • Morrison T133N R29W Sylvan/Rosing • Morrison T133N R30W Sylvan/Rosing • Nicollet T110N R26W Kasota/Oshawa/Traverse • Pine T39N R19W Chengwatana • Pine T40N R18W Crosby • Pine T40N R19W Crosby/Munch • Pine T42N R20W Dell Grove/Sandstone • Pine T45N R16W Nickerson • Ramsey T28N R22W • Ramsey T28N R23W • Scott T115N R23W Jackson/Louisville • Sherburne T35N R31W • Stearns T124N R28W • St. Louis T53N R12W Alden • St. Louis T56N R13W Fairbanks • St. Louis T57N R12W Bassett • June 7, 2021 Minnesota NLEB Township List and Map Page 4 County PLSS Township Civil Township Name(s) Found Contains Hibernaculum Contains Roost Tree St. Louis T57N R13W Bassett • St. Louis T57N R14W • St. Louis T62N R12W Morse • St. Louis T62N R15W Breitung • St. Louis T67N R18W • St. Louis T67N R20W • Washington T28N R22W • Washington T32N R19W • Winona T106N R7W Wilson • Winona T107N R10W Elba • June 7, 2021 Minnesota NLEB Township List and Map Page 5 Zyweic Parcel, Cottage Grove, MN FWS IPaC Assessment Results Attachment D – FWS ESA Consistency/Determination Letter 06/11/2024 21:00:41 UTC United States Department of the Interior FISH AND WILDLIFE SERVICE Minnesota-Wisconsin Ecological Services Field Office 3815 American Blvd East Bloomington, MN 55425-1659 Phone: (952) 858-0793 In Reply Refer To: Project code: 2024-0102744 Project Name: Zyweic Parcel Subject:Consistency letter for 'Zyweic Parcel' for specified threatened and endangered species that may occur in your proposed project location consistent with the Minnesota- Wisconsin Endangered Species Determination Key (Minnesota-Wisconsin DKey). Dear Melissa Barrett: The U.S. Fish and Wildlife Service (Service) received on June 11, 2024 your effect determination(s) for the 'Zyweic Parcel' (Action) using the Minnesota-Wisconsin DKey within the Information for Planning and Consultation (IPaC) system. You have submitted this key to satisfy requirements under Section 7(a)(2). The Service developed this system in accordance of with the Endangered Species Act of 1973 (ESA) (87 Stat. 884, as amended; 16 U.S.C 1531 et seq.). Based on your answers and the assistance of the Service’s Minnesota-Wisconsin DKey, you made the following effect determination(s) for the proposed Action: Species Listing Status Determination Higgins Eye (pearlymussel) (Lampsilis higginsii)Endangered No effect Monarch Butterfly (Danaus plexippus)Candidate No effect Rusty Patched Bumble Bee (Bombus affinis)Endangered No effect Salamander Mussel (Simpsonaias ambigua)Proposed Endangered No effect Tricolored Bat (Perimyotis subflavus)Proposed Endangered NLAA Whooping Crane (Grus americana)Experimental Population, Non- Essential No effect Determination Information Thank you for informing the Service of your “NLAA” determination(s). No further coordination is necessary for the species you determined may be affected, but not likely to be adversely affected, by the Action. Project code: 2024-0102744 IPaC Record Locator: 611-144738679 06/11/2024 21:00:41 UTC DKey Version Publish Date: 04/30/2024 2 of 9 Additional Information Sufficient project details: Please provide sufficient project details on your project homepage in IPaC (Define Project, Project Description) to support your conclusions. Failure to disclose important aspects of your project that would influence the outcome of your effects determinations may negate your determinations and invalidate this letter. If you have site-specific information that leads you to believe a different determination is more appropriate for your project than what the Dkey concludes, you can and should proceed based on the best available information. Future project changes: The Service recommends that you contact the Minnesota-Wisconsin Ecological Services Field Office or re-evaluate the project in IPaC if: 1) the scope or location of the proposed Action is changed; 2) new information reveals that the action may affect listed species or designated critical habitat in a manner or to an extent not previously considered; 3) the Action is modified in a manner that causes effects to listed species or designated critical habitat; or 4) a new species is listed or critical habitat designated. If any of the above conditions occurs, additional consultation with the Service should take place before project changes are final or resources committed. Species-specific information Freshwater Mussels: Freshwater mussels are one of the most critically imperiled groups of organisms in the world. In North America, 65% of the remaining 300 species are vulnerable to extinction (Haag and Williams 2014). Implementing measures to conserve and restore freshwater mussel populations directly improves water quality in lakes, rivers, and streams throughout Minnesota and Wisconsin. An adult freshwater mussel filters anywhere from 1 to 38 gallons of water per day (Baker and Levinton 2003, Barnhart pers. comm. 2019). A 2015 survey found that in some areas, mussels can reduce the bacterial populations by more than 85% (Othman et al. 2015 in Vaughn 2017). Mussels are also considered to be ecosystem engineers by stabilizing substrate and providing habitat for other aquatic organisms (Vaughn 2017). In addition to ecosystem services, mussels play an important role in the food web, contributing critical nutrients to both terrestrial and aquatic habitats, including those that support sport fish (Vaughn 2017). Taking proactive measures to conserve and restore freshwater mussels will improve water quality, which has the potential to positively impact human health and recreation in the States of Minnesota and Wisconsin. You have indicated that your Action will have no effect (NE) on Federally listed mussel species. However, state-listed mussels may occur in your Action area. Contact the Minnesota or Wisconsin Department of Natural Resources to determine effects to state-listed mussels. Bald and Golden Eagles: Bald eagles, golden eagles, and their nests are protected under the Bald and Golden Eagle Protection Act (54 Stat. 250, as amended, 16 U.S.C. 668a-d) (Eagle Act). The Eagle Act prohibits, except when authorized by an Eagle Act permit, the “taking” of bald and golden eagles and defines “take” as “pursue, shoot, shoot at, poison, wound, kill, capture, trap, collect, molest or disturb.” The Eagle Act’s implementing regulations define disturb as “… to agitate or bother a bald or golden eagle to a degree that causes, or is likely to cause, based on the best scientific information available, (1) injury to an eagle, (2) a decrease in its productivity, Project code: 2024-0102744 IPaC Record Locator: 611-144738679 06/11/2024 21:00:41 UTC DKey Version Publish Date: 04/30/2024 3 of 9 ▪ by substantially interfering with normal breeding, feeding, or sheltering behavior, or (3) nest abandonment, by substantially interfering with normal breeding, feeding, or sheltering behavior.” The following species and/or critical habitats may also occur in your project area and are not covered by this conclusion: Northern Long-eared Bat Myotis septentrionalis Endangered Coordination with the Service is not complete if additional coordination is advised above for any species. Project code: 2024-0102744 IPaC Record Locator: 611-144738679 06/11/2024 21:00:41 UTC DKey Version Publish Date: 04/30/2024 4 of 9 Action Description You provided to IPaC the following name and description for the subject Action. 1. Name Zyweic Parcel 2. Description The following description was provided for the project 'Zyweic Parcel': Agricultural land with multiple tree lines. Site will be developed to residential use in 2024/2025. For this assessment it was assumed that: (1) The cropland is “previously disturbed” land and does not provide suitable habitat for the RPBB (nesting, foraging, or overwintering), (2) Although wooded and “natural”, the tree lines and underlying vegetation do not provide potential suitable habitat for the RPBB. These areas are dominated by non-native species. Understory herbaceous cover with non-native species is very dense and does not allow for spring ephemeral RPBB foraging species to be present or allow the creation of a duff/ leaf litter layer for RPBB overwintering habitat, and (3) The proposed activity will not measurably increase vehicle traffic due to a site location next to existing roadways and next to existing adjacent industrial and residential uses. The tree canopy is dominated by non-native species of Siberian elm or black poplar (although planted native spruce trees were present along the west tree line). Very few (trace amounts) green ash, boxelder, or American plum were observed. The shrub layer was dominated by common buckthorn with lesser amounts of honeysuckle. The herbaceous/ground/vine layer was dominated by smooth brome, cheat/chess grass, quackgrass, hoary alyssum, motherwort, and Virginia creeper. Native species observed in the ground/herbaceous/vine layer included Virginia creeper, grape, giant goldenrod, four o’clock, common milkweed, common red raspberry, white snakeroot, fleabane, and yarrow – all in non-dominant amounts. Other species observed included horseweed, prickly lettuce, hawkweed, mustards, black medic, white campion, dandelion, mullein, annual ragweed, catnip, burdock, Canada thistle, knapweed, pennycress, and purple vetch (all non-native species). The approximate location of the project can be viewed in Google Maps: https:// www.google.com/maps/@44.7955783,-92.95587808096936,14z Project code: 2024-0102744 IPaC Record Locator: 611-144738679 06/11/2024 21:00:41 UTC DKey Version Publish Date: 04/30/2024 5 of 9 Project code: 2024-0102744 IPaC Record Locator: 611-144738679 06/11/2024 21:00:41 UTC DKey Version Publish Date: 04/30/2024 6 of 9 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. QUALIFICATION INTERVIEW This determination key is intended to assist the user in evaluating the effects of their actions on Federally listed species in Minnesota and Wisconsin. It does not cover other prohibited activities under the Endangered Species Act (e.g., for wildlife: import/export, Interstate or foreign commerce, possession of illegally taken wildlife, etc.; for plants: import/export, reduce to possession, malicious destruction on Federal lands, commercial sale, etc.) or other statutes. Additionally, this key DOES NOT cover wind development, purposeful take (e.g., for research or surveys), communication towers that have guy wires or are over 450 feet in height, aerial or other large-scale application of any chemical (such as insecticide or herbicide), and approval of long-term permits or plans (e.g., FERC licenses, HCP's). Click YES to acknowledge that you must consider other prohibitions of the ESA or other statutes outside of this determination key. Yes Is the action being funded, authorized, or carried out by a Federal agency? No Are you the Federal agency or designated non-federal representative? Yes Does the action involve the installation or operation of wind turbines? No Does the action involve purposeful take of a listed animal? No Does the action involve a new communications tower? No Does the activity involve aerial or other large-scale application of ANY chemical, including pesticides (insecticide, herbicide, fungicide, rodenticide, etc)? No Will your action permanently affect local hydrology? No Will your action temporarily affect local hydrology? No Will your project have any direct impacts to a stream or river (e.g., Horizontal Directional Drilling (HDD), hydrostatic testing, stream/road crossings, new stormwater outfall discharge, dams, other in-stream work, etc.)? No Project code: 2024-0102744 IPaC Record Locator: 611-144738679 06/11/2024 21:00:41 UTC DKey Version Publish Date: 04/30/2024 7 of 9 11. 12. 13. 14. 15. 16. Does your project have the potential to impact the riparian zone or indirectly impact a stream/river (e.g., cut and fill; horizontal directional drilling; construction; vegetation removal; pesticide or fertilizer application; discharge; runoff of sediment or pollutants; increase in erosion, etc.)? Note: Consider all potential effects of the action, including those that may happen later in time and outside and downstream of the immediate area involved in the action. Endangered Species Act regulation defines "effects of the action" to include all consequences to listed species or critical habitat that are caused by the proposed action, including the consequences of other activities that are caused by the proposed action. A consequence is caused by the proposed action if it would not occur but for the proposed action and it is reasonably certain to occur. Effects of the action may occur later in time and may include consequences occurring outside the immediate area involved in the action. (50 CFR 402.02). No Will your action disturb the ground or existing vegetation? Note: This includes any off-road vehicle access, soil compaction (enough to collapse a rodent burrow), digging, seismic survey, directional drilling, heavy equipment, grading, trenching, placement of fill, pesticide application (herbicide, fungicide), vegetation management (including removal or maintenance using equipment or prescribed fire), cultivation, development, etc. Yes Will your action include spraying insecticides? No Does your action area occur entirely within an already developed area? Note: Already developed areas are already paved, covered by existing structures, manicured lawns, industrial sites, or cultivated cropland, AND do not contain trees that could be roosting habitat. Be aware that listed species may occur in areas with natural, or semi-natural, vegetation immediately adjacent to existing utilities (e.g. roadways, railways) or within utility rights-of-way such as overhead transmission line corridors, and can utilize suitable trees, bridges, or culverts for roosting even in urban dominated landscapes (so these are not considered "already developed areas" for the purposes of this question). If unsure, select NO.. No [Semantic] Does the project intersect the Salamander mussel AOI? Automatically answered Yes Does the action include – or is it reasonably certain to result in – construction of one or more new roads or rail lines; the addition of travel lanes that are likely to increase vehicle traffic on one or more existing roads; or other structures or activities that will increase vehicle traffic? No Project code: 2024-0102744 IPaC Record Locator: 611-144738679 06/11/2024 21:00:41 UTC DKey Version Publish Date: 04/30/2024 8 of 9 17. 18. 19. 20. 21. 22. Does the action include – or is it reasonably certain to cause – the use of commercial/ managed bees (e.g., the use of honeybees or managed bumble bees to pollinate crops). No Is there habitat for nesting, foraging, and/or overwintering for the rusty patched bumble bee in the action area? Note: Please refer to the ESA Section 7(a)(2) Voluntary Implementation Guidance for Rusty Patched Bumble Bee at: https://www.fws.gov/media/esa-section-7a2-voluntary-implementation-guidance-rusty-patched-bumble-bee. No [Hidden Semantic] Does the action area intersect the monarch butterfly species list area? Automatically answered Yes Under the ESA, monarchs remain warranted but precluded by listing actions of higher priority. The monarch is a candidate for listing at this time. The Endangered Species Act does not establish protections or consultation requirements for candidate species. Some Federal and State agencies may have policy requirements to consider candidate species in planning. We encourage implementing measures that will remove or reduce threats to these species and possibly make listing unnecessary. If your project will have no effect on monarch butterflies (for example, if your project won't affect their habitat or individuals), then you can make a "no effect" determination for this project. Are you making a "no effect" determination for monarch? Yes [Hidden semantic] Does the action intersect the Tricolored bat species list area? Automatically answered Yes The tricolored bat was proposed for listing as endangered on September 13, 2022. During winter, tricolored bats hibernate in caves, abandoned mines, and abandoned tunnels ranging from small to large in size. During spring, summer and fall months, they roost primarily among leaf clusters of live or recently dead deciduous/hardwood trees. What effect determination do you want to make for the tricolored bat (Only make a "may affect" determination if you think the project is likely to jeopardize the continued existence of the species)? 2. “May affect – not likely to adversely affect” Project code: 2024-0102744 IPaC Record Locator: 611-144738679 06/11/2024 21:00:41 UTC DKey Version Publish Date: 04/30/2024 9 of 9 IPAC USER CONTACT INFORMATION Agency:Private Entity Name:Melissa Barrett Address:2500 Shadywood Road City:Orono State:MN Zip:55331 Email mlauter62@gmail.com Phone:9523883752 CITY OF COTTAGE GROVE, MINNESOTA CITY COUNCIL RESOLUTION 2024-118 RESOLUTION APPROVING THE COMPREHENSIVE PLAN AMENDMENT TO CHANGE THE LAND USE OF 32.15 ACRES OF LAND LOCATED AT THE PROPERTY LEGALLY DESCRIBED BELOW FROM INDUSTRIAL AND MEDIUM DENSITY TO LOW DENSITY RESIDENTIAL AND FOR SUBMITTAL TO THE METROPOLITAN COUNCIL FOR REVIEW WHEREAS, the Minnesota Land Planning Act requires all metropolitan area communities, when amending and updating their comprehensive plans to submit the plans to the Metropolitan Council for approval; and described WHEREAS, Pulte Homes of Minnesota, LLC has applied for a comprehensive plan amendment to change the land use of 32.15 acres of land from Industrial and Medium Density Residential to Low Density Residential for a proposed subdivision to be called Preserve at Prairie Dunes. The property is legally described as: Lot A Subdivision Cd 3570 Subdivision Name PRESERVE AT PRAIRIE DUNES WHEREAS, the Planning Commission held a public hearing and reviewed the request on July 22, 2024. At that time the Planning Commission recommended approval by a 5-to-0 vote. Staff concurs and recommends that the City Council approve the comprehensive plan amend- ment; and WHEREAS, on August 21, 2024, the City Council considered an application from Pulte Homes of Minnesota, LLC for an amendment to the Cottage Grove 2040 Comprehensive Plan to change the land use designation from Industrial and Medium Density Residential to Low Density Residential for the legally described land above; and WHEREAS, on August 21, 2024, the City Council approved the proposed Comprehensive Plan Amendment application from Pulte Homes of Minnesota, LLC for the legally described land above, subject to review by the Metropolitan Council pursuant to Minnesota Statutes §473.864; and NOW THEREFORE BE IT RESOLVED, the City Council of the City of Cottage Grove, County of Washington, State of Minnesota, approves the comprehensive plan amendment to change the land use of 32.15 acres of land, legally described above, from Industrial and Medium Density Residential to Low Density Residential, and the distribution to the Metropolitan Council. Passed this 21st day of August 2024. Myron Bailey, Mayor Attest: Tamara Anderson, City Clerk CITY OF COTTAGE GROVE, MINNESOTA ORDINANCE NO. 1084 AN ORDINANCE FOR THE CITY OF COTTAGE GROVE, MINNESOTA AMENDING CITY CODE TITLE 11-1-3, ZONING MAP, VIA REZONING CERTAIN PROPERTY IN SECTION 3 FROM AG-2, AGRICULTURAL TO R-4, TRANSITIONAL RESIDENTIAL DISTRICT, WITH A PUD, PLANNED UNIT DEVELOPMENT The City Council of the City of Cottage Grove, Washington County, Minnesota, does ordain as follows: SECTION 1. AMENDMENT. The City of Cottage Grove’s Official Zoning Map as referenced in Section 11-1-3 of the “Code of the City of Cottage Grove,” County of Washington, State of Minnesota, shall be amended by rezoning 60.2 acres of land legally described below from AG-2, Agricultural to R-4, Transitional Residential, with a PUD, Planned Unit Development: Lot A Subdivision Cd 3570 Subdivision Name PRESERVE AT PRAIRIE DUNES SECTION 2. REZONING. The Official Zoning Map shall be amended by changing the zoning classification of the 60.2 acres of land legally described above from AG-2, Agricultural to R-4, Transitional Residential, with a PUD, Planned Unit Development, based on the following findings: A. The Future Land Use Map in the Future Vision 2040 Comprehensive Plan identifies the future land use development of the subject property as Medium Density Residential and Industrial land uses. The applicant has applied for a comprehensive plan amendment to change the area guided as Industrial and Medium Density Residential. Approval of the zoning amendment is contingent upon approval by the Metropolitan Council of the comprehensive plan amendment. B. The proposed R-4, Transitional Residential District, and its development standards with the PUD, Planned Unit Development, designation, is consistent with the low density residential land use designation in the Future Land Use Map of the City’s Future Vision 2040 Comprehensive Plan. C. The proposed preliminary plat and grading plan are consistent with the low density residential land use designation for this area. D. The property is within the MUSA and can be properly served by public utilities. E. The proposed development helps provide the city with a diverse mix of housing types that are needed to serve all income levels and stages in the life cycle. SECTION 3. SUMMARY PUBLICATION. Pursuant to Minnesota Statutes Section 412.191, in the case of a lengthy ordinance, a summary may be published. While a copy of the entire ordinance is available without cost at the office of the City Clerk, the following summary is approved by the City Council and shall be published in lieu of publishing the entire Official Zoning ordinance: City of Cottage Grove, Minnesota Ordinance No. 1084 Page 2 of 2 “The City of Cottage Grove’s Official Zoning Map (City Code Title 11-1-3) shall be amended by rezoning 60.2 acres of land generally located south and west of the approved Cottage Grove Logistics Park (NorthPoint Development), east of the Scientific Natural Area (SNA), and west of the Graymont Village residential development, from AG-2, Agricultural to R-4, Transitional Residential, with a PUD, Planned Unit Development.” SECTION 4. EFFECTIVE DATE. This ordinance amendment shall not be in full force and effective until after approval by the Metropolitan Council of the related 2040 Comprehensive Plan amendment identified in City Resolution 2024-118 and subsequent publication of this ordinance according to law. Passed this 21st day of August 2024. Myron Bailey, Mayor Attest: Tamara Anderson, City Clerk CITY OF COTTAGE GROVE CITY COUNCIL RESOLUTION NO. 2024-119 RESOLUTION APPROVING THE PRELIMINARY PLAT NAMED PRESERVE AT PRAIRIE DUNES WHEREAS, Pulte Homes of Minnesota, LLC has applied for a preliminary plat for a resi- dential subdivision to be called Preserve at Prairie Dunes, which subdivides 60.2 acres of land into 162 lots for single-family homes and 6 outlots to be located on property legally described as: Lot A Subdivision Cd 3570 Subdivision Name PRESERVE AT PRAIRIE DUNES WHEREAS, Pulte Homes of Minnesota, LLC also applied for a zoning amendment to change the zoning of the property from AG-2, Agricultural to R-4, Transitional Residential, with a PUD, Planned Unit Development; and WHEREAS, public hearing notices were mailed to surrounding property owners within 500 feet of the proposed development site and a public hearing notice was published in the Saint Paul Pioneer Press; and WHEREAS, the Planning Commission held the public hearing on this application on July 22, 2024; and WHEREAS, the public hearing was open for public testimony, and testimony from the applicant and the public was received and entered into the public record; and WHEREAS, the Planning Commission, by a 5-to-0 vote, recommended approval of the preliminary plat to be called Preserve at Prairie Dunes, subject to certain conditions. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Cottage Grove, Washington County, Minnesota, hereby approves the preliminary plat for a residential subdivision to be called Preserve at Prairie Dunes, which subdivides 60.2 acres of land into 162 lots for single- family homes and 6 outlots, located on the property legally described above. The approval of the preliminary plat is subject to the following conditions: General Development 1. Approval of the Rezoning, Planned Unit Development, and Preliminary Plat is con - tingent upon Metropolitan Council approval of the Comprehensive Plan Amend - ment. Prior to the issuance of a building permit, the proposed 2040 Comprehensive Plan amendment must be approved by the Metropolitan Council. 2. The Developer and builders must comply with all City ordinances and policies except as may be modified by agreement of the Developer and City staff. 3. The project shall be completed in accordance with the plans submitted and as amended by the conditions of approval. Any significant changes to the plans, as determined by the Community Development Director, shall require review and ap - proval by the Planning Commission and City Council. City of Cottage Grove City Council Resolution No. 2024-119 Page 2 of 6 4. The Developer shall enter into a development agreement with the City. The devel - opment agreement shall be executed by the Developer prior to City Council approval of the Final Plat. 5. The Developer shall apply for and receive the appropriate building permits from the City, and permits or approvals from other regulatory agencies including, but not limited to: South Washington Watershed District, Minnesota Department of Health, Minnesota Department of Natural Resources, and Minnesota Pollution Control Agency. 6. The Developer shall incorporate into the final plat the recommendations, require - ments, and evaluations noted in the Stantec memorandum dated July 12, 2024, subject to modifications that are agreed to by the Developer and City Engineer. All comments shall be adopted herein by reference. 7. This approval does not include monument signs. A separate sign permit is required for all proposed monument signage. 8. All mitigation items within the Cottage Grove Business Park AUAR shall be adhered to. Platting, Land Dedication, and Easements 9. Outlots A, C, D, E, and F shall be deeded to the City at the time of recording of the final plat. 10. Outlot F shall have an easement over the storm sewer catch basin. Construction and Grading 11. A grading permit and financial guaranty is required prior to beginning any site work. 12. Upon completing site grading, four copies of an “As -Built” survey for the site grade elevations must be submitted to the City. An electronic file of the “As-Built” survey must be submitted to the City Engineer. Lot Performance Standards 13. The architectural standards of the homes shall be consistent with the following: a. Architectural design is required on all four sides of the principal structure. b. Architectural materials must be varying on the front façade of the principal structure (shakes, board and batten, accent siding, shutters, window boxes, etc.). 14. Setbacks required for 45-foot wide lots located north of the 105th Street and Hadley Avenue roundabout: i. Front: 25 feet ii. Side (house): 5 feet City of Cottage Grove City Council Resolution No. 2024-119 Page 3 of 6 iii. Side (garage): 5 feet iv. Rear: 35 feet 15. The proposed 65-foot wide lots located south of the 105th Street and Hadley Avenue roundabout shall meet the development standards of the R -4 zoning district. 16. Additional home styles and floor plans that meet the intent of the PUD may be offered subject to administrative review and approval from City staff. 17. Minimum single-family detached lot width for lots north of the 105th Street and Hadley Avenue roundabout shall be no less than 45 feet at the building set back. Minimum single-family detached lot width for lots south of the 105th Street and Hadley Avenue roundabout shall be no less than 65 feet at the building setback. 18. Once a house plan is approved for a given lot, no identical house plan may be con- structed on the five lots surrounding it; i.e., the lots adjacent on either side, the lot most directly across the street, and the lots adjacent to the lot most directly across the street. 19. If fencing is installed by any property owner adjoining Hadley Avenue or 105th Street, the fence design, materials, and color shall be uniform. The fence must be placed on the house side of any earth berm or landscaping and shall not encroach into any right-of-way or Outlots. Fencing shall be a minimum of five feet away from the trail/sidewalk and the adjoining property owner must mow and maintain that five - foot area. This condition shall be memorialized in any HOA covenant documents. Utilities 20. The Developer is responsible for providing the necessary easements and costs as- sociated with road and utility improvements serving the site. All drainage and utility easements, as recommended by the City Engineer, must be shown on the final plat and dedicated to the City for public purposes. Streets 21. The street names for proposed public streets shall align with the County’s uniform street naming system and be labeled on the final plat. 22. Future road connection signs shall be provided at any future road access points. Landscaping and Irrigation 23. Irrigation systems installed within City right-of-way are solely the responsibility and risk of the Developer(s), or individual. The City is not responsible or liable for any damage or costs related to installation, damage, or replacement of lawn irrigation systems placed in the boulevard as a result of City use of or future changes in the right of way. 24. The Developer is responsible for establishing the final grades, topsoil, and sodding of all the lots, outlots, and boulevards within the subdivision. City of Cottage Grove City Council Resolution No. 2024-119 Page 4 of 6 25. Two (2) trees and ten (10) shrubs shall be installed within each lot 60 feet in width or less; three (3) trees and ten (10) shrubs shall be installed within each lot 60 feet in width or more. 26. The Developer shall work with the City to mitigate 53.25 caliper inches of replace - ment trees on the site or pay cash in lieu of the required mitigation or a combination of both. A final landscaping plan that shall be approved by planning staff in writing prior to approval of the final plat and the total cash in lieu of replacement shall be memorialized in the development agreement. 27. Outlot B shall be established with a prairie or native seed mix and shall be main - tained by the HOA. A restoration or maintenance plan for Outlot F shall be provided as part of the final landscaping plan. Said plan should be approved by staff in writing. Onsite Infrastructure Improvements 28. A street lighting plan must be submitted by the Developer and approved by the City Engineer as part of the final plat submittal. 29. The Developer must place iron monuments at all lot and block corners and at all other angle points on property lines. Iron monuments must be placed after all site and right-of-way grading has been completed in order to preserve the lot markers for future property owners. 30. The Developer is responsible for the cost and installation of open space markers at the corners of private properties. The open space markers must be installed before a building permit is issued for the lot that abuts the recommended marker location. 31. The Developer shall contact the electric, telephone, gas, and cable companies that are authorized to provide service to the property to ascertain whether any of those utility providers intend to install underground lines within the development. 32. The Developer is responsible for all street maintenance; upkeep and repair of curbs, boulevards, and sod; and street sweeping until the project is complete. All streets must be maintained free of debris and soil until the subdivision is completed. The Developer hereby agrees to indemnify and hold the City harmless from any and all claims for damages of any nature whatsoever arising out of Developer’s acts or omissions in performing the obligations imposed upon Developer by this paragraph. 33. The Developer will provide to the City copies of test results, suppliers, subcontrac - tors, etc., relating to the work to be performed by the Developer. The Developer agrees to furnish to the City a list of contractors being considered for retention by the Developer for the performance of the work described in the development agreement. 34. The Developer is responsible for the control of grass and weeds in excess of eight inches on vacant lots or boulevards within their development. Failure to control grass and weeds will be considered a Developer’s default and the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City. City of Cottage Grove City Council Resolution No. 2024-119 Page 5 of 6 35. Developer will be required to conduct all major activities to construct the public improvements during the following hours of operation: Monday through Friday 7:00 A.M. to 7:00 P.M. Saturday 9:00 A.M. to 7:00 P.M. (with prior approval from the City Engineer) Sunday Not Allowed This does not apply to activities that are required on a 24 -hour basis such as de- watering or bi-pass pumping, etc. Any deviations from the above hours are subject to approval of the City Engineer. 36. All debris, including brush, vegetation, trees, and demolition materials, shall be properly disposed of off-site; burying construction debris, trees, and other vegetation is prohibited. Burning of trees and structures is prohibited, except for fire training only. 37. The Developer grants the City, its agents, employees, officers, and contractors’ per- mission to enter the site to perform all necessary work and/or inspections during grading and the installation of public improvements by the Developer. 38. Developer must furnish the City with a pdf format of the final plat and the recorded final plat. 39. The Developer is responsible for completing the final grade on all lots and ensuring all boulevards and yards have a minimum of four inches of organic topsoil or black dirt on them. Placement of organic topsoil or black dirt, sod, and shrubs must not be transferred to homeowners. 40. Notwithstanding any other provision of this resolution to the contrary, the City will issue building permits for model homes as noted in the development agreement to be approved with the final plat. An unobstructed gravel surface road extension from a paved street surface to the proposed model home’s driveway. 41. Adequate dumpsters must be on site during construction of streets, utilities, and houses. When the dumpsters are full, they must be emptied immediately or replaced with an empty dumpster. It is the responsibility of the Developer to ensure no debris blows on or off site. 42. Adequate portable toilets must be on-site at all times during construction of utilities, roadways, and houses. At no time shall any house under construction be more than 250 feet away from any portable toilet. Toilets must be regularly emptied. 43. At all times during construction, the approved SWPPP must be followed. The City may impose additional erosion control requirements if it is determined that the methods implemented are insufficient to properly control erosion. City of Cottage Grove City Council Resolution No. 2024-119 Page 6 of 6 44. The Developer is responsible for erosion control inspection fees at the current rates. If the Developer does not reimburse the City for the costs the City incurred for such work within thirty (30) days, the City may draw down the letter of credit to pay su ch costs. 45. Dust control measures must be in place to prevent dust and erosion, including, but not limited to daily watering, silt fences, and seeding. The City Engineer may impose reasonable measures to reduce dust at the site. 46. Temporary parking during construction shall be permitted on only one side of the street. 47. The park dedication requirements will be satisfied upon dedication of Outlot D and payment of the remaining cash in lieu of land dedication as detailed in the develop - ment agreement and at the time of recording of the final plat. Passed this 21st day of August 2024. Myron Bailey, Mayor Attest: Tamara Anderson, City Clerk 1 City Council Action Request 14.A. Meeting Date 8/21/2024 Department Administration Agenda Category Action Item Title Performance Evaluation - Jennifer Levitt, City Administrator Staff Recommendation Close the meeting pursuant to MN Statute 13D.05 subd.(3)a to conduct a performance evaluation of City Administrator Jennifer Levitt. Budget Implication N/A Attachments None