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Home My WebLink About04/27/2023 Meeting :.L ••••• Meeting Location: Municipal Center Apple 7100 147th Street West Valley Apple Valley, Minnesota 55124 Councilmember Melander will attend the meeting remotely from Red Mountain Branch Library, 635 Power Road, Mesa, AZ 85205 April 27, 2023 CITY COUNCIL REGULAR MEETING TENTATIVE AGENDA 7:00 PM 1. Call to Order and Pledge 2. Approve Agenda 3. Audience - 10 Minutes Total Time Limit - For Items NOT on this Agenda 4. Approve Consent Agenda Items Consent Agenda Items are considered routine and will be enacted with a single motion, without discussion, unless a councilmember or citizen requests to have any item separately considered. It will then be moved to the regular agenda for consideration. A. Approve Minutes of April 13, 2023, Regular Meeting B. Approve Change of Assumed Name in Connection with On-Sale Intoxicating Liquor and Special License for Sunday Liquor Sales for Misfit AV, LLC, 14889 Florence Trail C. Approve Change of Legal Licensee Name in Connection with On-Sale Intoxicating Liquor and Special License for Sunday Liquor Sales for PBAV Sanders, LLC, 15322 Galaxie Avenue, Ste. 108 D. Adopt Resolution Setting Hearing, at 7:00 p.m. on May 25, 2023, for New On-Sale Wine and 3.2 Percent Malt Liquor Licenses for Apple Valley Pim7a. Karma, LLC, d/b/a Pim7a. Karma, 15265 Galaxie Avenue, Ste. 200 E. Approve 2023-2024 Insurance Renewal 1. League of Minnesota Cities Insurance Trust 2. Appoint Assured Partners, Inc., as Agency of Record F. Proclaim May 7 - 13, 2023, as "Drinking Water Week" G. Approve Submission of 2023 Energy Efficiency and Conservation Block Grant (EECBG) Program Pre-Award Information Sheet H. Adopt Resolution Approving Eagle Pointe Apple Valley Final Plat, Development Agreement and Associated Documents I. Adopt Resolution Awarding Agreement for Project 2023-105, 2023 Street Improvements J. Adopt Resolution Awarding Agreement for Project 2023-107, 157th St. W. and Hayes Road Street Improvements K. Approve Joint Powers Agreement with Dakota County for Project 2023- 110, McAndrews Feasibility Study (140th St. to Galaxie Ave.) L. Approve Agreement with Musson Bros., Inc., for Project 2023-106, Greenleaf Townhouse 2nd Sanitary Sewer Improvements M. Approve Agreement with North Metro Companies, LLC, for Project 2023-111, 2023 Ash Tree Replacements N. Approve Change Order No. 2 for Apple Valley Fire Station#2 and Improvements to #1 & #3 O. Approve Personnel Report P. Approve Claims and Bills 5. Regular Agenda Items A. Introduction and Oath of Office of Fire Chief Matt Nelson B. Dicks Valley Service 1. Adopt Resolution Approving Conditional Use Permit for Outdoor Storage on Outlot C,Apple Valley Wasatch(to be platted as Lot 1, Block 1, Dicks Valley Service) 2. Adopt Resolution Approving Site Plan/Building Permit Authorization for 15,488 Sq. Ft. Mechanics Garage and Office C. Recognition of Apple Valley's "City of the Year" Award from the Minnesota Real Estate Journal 6. Staff and Council Communications 7. Approve Calendar of Upcoming Events 8. Adjourn Regular meetings are broadcast, live, on Charter Communications Cable Channel 180 and on the City's website at www.cityofapplevalley.org • ITEM: 4.A. ..... :�. Apple COUNCIL MEETING DATE: April 27, 2023 Valley SECTION: Consent Agenda Description: Approve Minutes of April 13, 2023, Regular Meeting Staff Contact: Department/ Division: Pamela J. Gackstetter, City Clerk City Clerk's Office ACTION REQUESTED: Approve the minutes of the regular meeting of April 13, 2023 SUMMARY: The minutes from the last regular City Council meeting are attached for your review and approval. BACKGROUND: State statute requires the creation and preservation of meeting minutes which document the official actions and proceedings of public governing bodies. BUDGET IMPACT: N/A ATTACHMENTS: Minutes CITY OF APPLE VALLEY Dakota County, Minnesota April 13, 2023 Minutes of the regular meeting of the City Council of Apple Valley, Dakota County, Minnesota, held April 13, 2023, at 7:00 o'clock p.m. PRESENT: Mayor Hooppaw; Councilmembers Bergman, Goodwin, Grendahl, and Melander. ABSENT: None. City staff members present were: City Administrator Lawell, City Clerk Gackstetter, City Attorney Dougherty, City Engineer Anderson, Community Development Director Benetti, Planner Bodmer, Parks and Recreation Director Carlson, Deputy Police Chief Dahlstrom, Police Chief Francis, Assistant City Administrator Grawe, Human Resources Manager Haas, Finance Director Hedberg, Fire Chief Russell, Public Works Director Saam, and Planner/Econ. Dev. Specialist Sharpe. Mayor Hooppaw called the meeting to order at 7:00 p.m. Councilmember Bergman and Grendahl joined the meeting at 7:01 p.m. Everyone took part in the Pledge of Allegiance to the flag. APPROVAL OF AGENDA MOTION: of Grendahl, seconded by Melander, approving the agenda for tonight's meeting, as presented. Ayes - 5 -Nays - 0. AUDIENCE Mayor Hooppaw asked if anyone was present to address the Council, at this time, on any item not on this meeting's agenda. No one requested to speak. CONSENT AGENDA Mayor Hooppaw asked if the Council or anyone in the audience wished to pull any item from the consent agenda. There were no requests. MOTION: of Goodwin, seconded by Bergman, approving all items on the consent agenda with no exceptions. Ayes - 5 -Nays - 0. CONSENT AGENDA ITEMS MOTION: of Goodwin, seconded by Bergman, approving the minutes of the regular meeting of March 23, 2023, as written. Ayes - 5 -Nays— 0. CITY OF APPLE VALLEY Dakota County, Minnesota April 13, 2023 Page 2 MOTION: of Goodwin, seconded by Bergman, adopting Resolution No. 2023-56 accepting, with thanks, the donation of a ballistic vest for police K-9 Moose, from Dakota County Heroes for use by the Police Department. Ayes - 5 -Nays - 0. MOTION: of Goodwin, seconded by Bergman, adopting Resolution No. 2023-57 accepting, with thanks, the donation of an oven/range appliance from an anonymous donor for use by the Parks and Recreation Department. Ayes - 5 -Nays - 0. MOTION: of Goodwin, seconded by Bergman, receiving the Planning Commission 2022 annual report. Ayes - 5 -Nays - 0. MOTION: of Goodwin, seconded by Bergman, adopting Resolution No. 2023-58 approving amendments to the Apple Valley Firefighters Relief Association Bylaws. Ayes - 5 -Nays - 0. MOTION: of Goodwin, seconded by Bergman, adopting Resolution No. 2023-59 approving 2023 Special Assessment Roll No. 688 for hearing purposes, in the total amount of$150,157.65, and setting the public hearing, at 7:00 p.m., on May 11, 2023. Ayes - 5 -Nays - O. MOTION: of Goodwin, seconded by Bergman, approving the reduction of financial guarantees for Orchard Place 3rd Addition from $101,250.00 to $50,000.00 and Orchard Place 3rd Addition— Street Improvements from $707,760.00.00 to $174,541.00, as listed in the Department Assistant's memo. Ayes - 5 -Nays - 0. MOTION: of Goodwin, seconded by Bergman, declaring certain City property as surplus; authorizing disposal of unclaimed property and surplus City property by a public sale; and approving the Agreement with Surplus Liquidation Auctions, LLC, an authorized vendor of K-BID.com, to conduct an online auction of unclaimed and surplus property, as attached to the City Clerk's memo, and authorizing the Mayor and City Clerk to sign the same. Ayes - 5 -Nays - 0. MOTION: of Goodwin, seconded by Bergman, adopting Resolution No. 2023-60 approving the final plat for Apple Valley Lincoln Addition, and authorizing the Mayor and City Clerk to sign the same. Ayes - 5 -Nays - 0. MOTION: of Goodwin, seconded by Bergman, adopting Resolution No. 2023-61 approving a Conditional Use Permit for On-Sale Liquor for Lunds Food Holding, Inc., d/b/a Lunds &Byerlys, located at 15550 English Avenue, subject to conditions as recommended by the Planning Commission. Ayes - 5 -Nays - 0. MOTION: of Goodwin, seconded by Bergman, authorizing Project 2023-142, Water System Pressure Management Study and Related Engineering Services, as described in the attachment to the Public Works Superintendent—Utilities memo. Ayes - 5 - Nays - 0. CITY OF APPLE VALLEY Dakota County, Minnesota April 13, 2023 Page 3 MOTION: of Goodwin, seconded by Bergman, approving the Cost Share Program Agreement with Dakota County for Election Electronic Poll Books, Hardware Software, Software, and related services, in an amount of$15,301.22, subject minor modifications as approved by the City Administrator and City Attorney, and authorizing the Mayor and City Clerk to sign the same. Ayes - 5 -Nays - 0. MOTION: of Goodwin, seconded by Bergman, approving the Access Agreement with Minnesota Pollution Control Agency(MPCA) for ground water sampling at Central Maintenance Facility, and authorizing the Mayor and City Clerk to sign the same. Ayes - 5 -Nays - 0. MOTION: of Goodwin, seconded by Bergman, approving the Access Agreement with Minnesota Pollution Control Agency(MPCA) for ground water sampling at Johnny Cake Ridge Park East, and authorizing the Mayor and City Clerk to sign the same. Ayes - 5 -Nays - 0. MOTION: of Goodwin, seconded by Bergman, approving the Access Agreement with Minnesota Pollution Control Agency(MPCA) for ground water sampling at the Ponding Site near Flagstaff and 145th Street, and authorizing the Mayor and City Clerk to sign the same. Ayes - 5 -Nays - 0. MOTION: of Goodwin, seconded by Bergman, approving the Agreement for Project 2023- 132, Valleywood Reservoir Rehabilitation, with TMI Coatings, Inc., in the amount of$79,900.00, and authorizing the Mayor and City Clerk to sign the same. Ayes - 5 -Nays - 0. MOTION: of Goodwin, seconded by Bergman, approving the Agreement for AVPD Training Room Conversion with Crew Construction, Inc., in the amount of$6,775.20, and authorizing the Mayor and City Clerk to sign the same. Ayes - 5 -Nays - 0. MOTION: of Goodwin, seconded by Bergman, approving the Agreement for AVPD Training Room Furniture with Intereum, Inc., in the amount of$30,791.59, and authorizing the Mayor and City Clerk to sign the same. Ayes - 5 -Nays - 0. MOTION: of Goodwin, seconded by Bergman, approving the Agreement for Apple Valley Municipal Center Carpeting and Base with Henricksen& Company, Inc., in the amount of$119,093.70, and authorizing the Mayor and City Clerk to sign the same. Ayes - 5 -Nays - 0. MOTION: of Goodwin, seconded by Bergman, approving the Agreement for Project 2023- 120, 2023 Concrete Removal & Replacement Services, with Ron Kassa Construction, Inc., in the amount of$61,780.00, and authorizing the Mayor and City Clerk to sign the same. Ayes - 5 -Nays - 0. CITY OF APPLE VALLEY Dakota County, Minnesota April 13, 2023 Page 4 MOTION: of Goodwin, seconded by Bergman, approving the Agreement for Project 2023- 125, 2023 Ash Tree Removals, with Legacy Meadows, LLC, in the amount of $60,000.00, and authorizing the Mayor and City Clerk to sign the same. Ayes - 5 -Nays - O. MOTION: of Goodwin, seconded by Bergman, approving the Agreement for Project 2023- 141, 2023 Outdoor Pool Water Management,with Hawkins, Inc., in the amount of$84,375.00, and authorizing the Mayor and City Clerk to sign the same. Ayes - 5 -Nays - 0. MOTION: of Goodwin, seconded by Bergman, approving Change Order No. 1 for Apple Valley Fire Station#2 and Improvements to#1 &#3 with various contractors for a total amount of$7,348.14. Ayes - 5 -Nays - 0. MOTION: of Goodwin, seconded by Bergman, approving the personnel actions as listed in the Personnel Report dated April 13, 2023. Ayes - 5 -Nays - 0. MOTION: of Goodwin, seconded by Bergman, to pay the claims and bills, check registers dated March 15, 2023, in the amount of$564,773.35; March 22, 2023, in the amount of$1,203,278.05, and March 29, 2023, in the amount of$384,106.68. Ayes - 5 -Nays - O. END OF CONSENT AGENDA VOLUNTEER RECOGNITION WEEK Ms. Gackstetter introduced this item and read the proclamation proclaiming April 16 through April 22, 2023, as "Volunteer Recognition Week". MOTION: of Grendahl, seconded by Bergman,proclaiming April 16 through April 22, 2023, as "Volunteer Recognition Week" and thanking all those who contribute their time, talent, and energy to the community. Ayes - 5 -Nays - 0. Mayor Hooppaw presented Cemetery Advisory Committee Member Tanya Grawe with a marble apple clock. The following individuals who were also present were recognized: Cemetery Advisory Committee Members Alan Kohls and Jan Monro; and Traffic Safety Advisory Committee Members Greg Dahlstrom, Charles Grawe, and Matt Saam. SCENEC EASEMENT VACATION Ms. Bodmer reviewed the request to vacate the scenic easement on the parcel abutting 13969 Duluth Court(Lot 4, Block 1, Hazelwood Estates). Dakota County is requesting the vacation of the scenic easement for the Diamond Path and 140th Street W. roundabout project. She noted CITY OF APPLE VALLEY Dakota County, Minnesota April 13, 2023 Page 5 receipt of the affidavit of publication of the hearing notice and stated no objections have been received. Mayor Hooppaw called the public hearing to order, at 7:10 p.m., to consider vacating the scenic easements on Lot 4, Block 1, Hazelwood Estates. The Mayor asked for questions or comments from the Council and the public. There were none and the hearing was declared closed at 7:11 p.m. MOTION: of Goodwin, seconded by Bergman, adopting Resolution No. 2023-62 completing vacation of the scenic easements on Lot 4, Block 1, Hazelwood Estates, and authorizing the City Clerk to record the necessary documents. Ayes - 5 -Nays - 0. CIDER RIDGE MARKETPLACE CONDITIONAL USE PERMIT (CUP) Ms. Bodmer reviewed the request by Hempel Real Estate and Honeycrisp Holdings, LLC, for a drive-thru window service in connection with a Class III restaurant at Cider Ridge Marketplace, located at 7495 145th Street W. They are requesting the drive-thru window be operational between the hours of 6:00 a.m. and 10:00 p.m. The Planning Commission held a public hearing on this item and at its meeting on March 15, 2023, voted unanimously to recommend approval. Discussion followed. MOTION: of Melander, seconded by Goodwin, adopting Resolution No. 2023-63 approving a Conditional Use Permit for drive-thru window in conjunction with Class III restaurant on Lot 2, Block 1, Hope Alliance 2nd Addition(7495 145th Street W.), for Cider Ridge Marketplace, with conditions as recommended by the Planning Commission. Ayes - 5 -Nays - 0. ORDINANCE AMENDING CHAPTER 155 —CLOVR MASSAGE SCHOOL Mr. Sharpe gave the first reading of an ordinance amending Chapter 155, Appendix F, Article A28, of City Code regulating uses within Planned Development No. 703, Zone 6. The amendment was initiated at the request Clover Life Spa, located at 15730 Emperor Avenue, because of their interest in starting a massage school. The Planning Commission held a public hearing on this amendment at its meeting on March 1, 2023. MOTION: of Bergman, seconded by Goodwin, waiving the procedure for a second reading and passing Ordinance No. 1118 amending Chapter 155,Appendix F, Article A28, of the City Code regulating uses within Planned Development No. 703, Zone 6, as recommended by the Planning Commission. Ayes - 5 -Nays - 0. CITY OF APPLE VALLEY Dakota County, Minnesota April 13, 2023 Page 6 ORDINANCE AMENDING CHAPTER 123 —MASSAGE THERPY LICENSES Chief Francis gave the first reading of an ordinance amending Chapter 123 of City Code regulating massage therapy business and massage therapist licenses. The amendment was initiated at the request Clover Life Spa because of their interest in starting a massage school. Discussion followed. MOTION: of Bergman, seconded by Goodwin, waiving the procedure for a second reading and passing Ordinance No. 1119 amending Chapter 123 of the City Code regulating massage therapy business and massage therapist licenses, as recommended by the Planning Commission. Ayes - 5 -Nays - 0. COMMUNICATIONS Mayor Hooppaw thanked the Public Works, Parks, Police, and Fire staff for their efforts during the most recent heavy snowfall. CALENDAR OF UPCOMING EVENTS MOTION: of Grendahl, seconded by Melander, approving the calendar of upcoming events as included in the Deputy City Clerk's memo, and noting that each event listed is hereby deemed a Special Meeting of the City Council. Ayes - 5 -Nays - 0. MOTION: of Grendahl, seconded by Goodwin, to adjourn. Ayes - 5 -Nays - 0. The meeting was adjourned at 7:28 o'clock p.m. Respectfully Submitted, /s/Pamela J. Gackstetter Pamela J. Gackstetter, City Clerk Approved by the Apple Valley City Council on Clint Hooppaw, Mayor • ITEM: 4.B. ..... :�. Apple COUNCIL MEETING DATE: April 27, 2023 Valley SECTION: Consent Agenda Description: Approve Change of Assumed Name in Connection with On-Sale Intoxicating Liquor and Special License for Sunday Liquor Sales for Misfit AV, LLC, 14889 Florence Trail Staff Contact: Department/ Division: Pamela J. Gackstetter, City Clerk City Clerk's Office ACTION REQUESTED: Approve the change of assumed name (or d/b/a) in connection with the On-Sale Intoxicating Liquor and Special License for Sunday Liquor Sales for Misfit AV, LLC, located at 14889 Florence Trail from Mezcalito Butcher to Pizzeria Social. SUMMARY: Misfit AV, LLC, is requesting to change its assumed name (or d/b/a) in connection with its On-Sale Intoxicating Liquor and Special License for Sunday Liquor Sales to Pizzeria Social. The necessary paperwork has been filed. There will be no change in the legal licensee name or corporate officers. Because the owners and officers remain the same, no additional background checks were needed. BACKGROUND: N/A BUDGET IMPACT: N/A • ITEM: 4.C. ..... :�. Apple COUNCIL MEETING DATE: April 27, 2023 Valley SECTION: Consent Agenda Description: Approve Change of Legal Licensee Name in Connection with On-Sale Intoxicating Liquor and Special License for Sunday Liquor Sales for PBAV-Sanders, LLC, 15322 Galaxie Avenue, Ste. 108 Staff Contact: Department/ Division: Pamela J. Gackstetter, City Clerk City Clerk's Office ACTION REQUESTED: Approve the change of legal licensee name in connection with the On-Sale Intoxicating Liquor and Special License for Sunday Liquor Sales for PBAV Sanders, LLC, located at 15322 Galaxie Avenue, Suite 108, from PBAV Sanders, LLC, to CMPANINO, LLC. SUMMARY: PBAV Sanders, LLC, is requesting to change its legal licensee name in connection with its On-Sale Intoxicating Liquor and Special License for Sunday Liquor Sales to CMPANINO, LLC. The necessary paperwork has been filed. There will be no change in the assumed name (or d/b/a) or corporate officer. Because the owner and officer remain the same, no additional background checks were needed. BACKGROUND: N/A BUDGET IMPACT: N/A • ITEM: 4.D. ..... :�. Apple COUNCIL MEETING DATE: April 27, 2023 Valley SECTION: Consent Agenda Description: Adopt Resolution Setting Hearing, at 7:00 p.m. on May 25, 2023, for New On-Sale Wine and 3.2 Percent Malt Liquor Licenses for Apple Valley Pizza Karma, LLC, d/b/a Pizza Karma, 15265 Galaxie Avenue, Ste. 200 Staff Contact: Department/ Division: Pamela J. Gackstetter, City Clerk City Clerk's Office ACTION REQUESTED: Adopt the resolution setting a public hearing, at 7:00 p.m. on May 25, 2023, on the application for new On-Sale Wine and 3.2 Percent Malt Liquor Licenses by Apple Valley Pizza Karma, LLC, d/b/a Pizza Karma, 15265 Galaxie Avenue, Suite 200. SUMMARY: Apple Valley Pizza Karma, LLC, d/b/a Pizza Karma, has submitted an application for On- Sale Wine and On-Sale 3.2 Percent Malt Liquor licenses for premises located at 15265 Galaxie Avenue, Ste. 200. Attached is a resolution authorizing and directing staff to publish a hearing notice regarding the liquor license application. BACKGROUND: The legal description of this premises is Lot 2, Block 1, Culvers Addition. BUDGET IMPACT: N/A ATTACHMENTS: Resolution CITY OF APPLE VALLEY RESOLUTION NO. 2023- A RESOLUTION SETTING PUBLIC HEARING ON LICENSE APPLICATION WHEREAS, the City Clerk has advised this Council that an application for on-sale wine and 3.2 percent malt liquor licenses has been received from Apple Valley Pizza Karma, LLC, d/b/a Pizza Karma, on premises located at 15265 Galaxie Avenue, Ste. 200; and WHEREAS, City Code Section 111.24 requires the City Council to set and hold a public hearing on such license applications. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, as follows: 1. A public hearing on said application shall be held before this Council at the time, date and place specified in the Notice of Public Hearing attached to this resolution as Exhibit A. 2. As required by the City Code, the City Clerk is hereby authorized and directed to publish the hearing notice attached, in a timely manner, in the official City newspaper. ADOPTED this 27th day of April, 2023. Clint Hooppaw, Mayor ATTEST: Pamela J. Gackstetter, City Clerk Exhibit A NOTICE OF PUBLIC HEARING ON-SALE WINE & 3.2 PERCENT MALT LIQUOR LICENSES APPLICATION CITY OF APPLE VALLEY NOTICE IS HEREBY GIVEN that the City Council of the City of Apple Valley, Dakota County, Minnesota, will meet at the Municipal Center, 7100 - 147th Street W., on Thursday, May 25, 2023, at 7:00 p.m., or as soon thereafter as possible. The purpose of the meeting will be to hold a public hearing on the application of Apple Valley Pizza Karma, LLC, d/b/a Pizza Kamm, for ON-SALE WINE and 3.2 PERCENT MALT LIQUOR SALES LICENSES pursuant to City Code Section 111.22. The business, which will be operated in conjunction with the proposed licenses, is a restaurant located at 15265 Galaxie Avenue, Ste. 200. The officers of the corporation are: Srinivasu Kajuluri, Owner Naga Babu Tirumalaraju, Owner Karunakar Mavooru, Owner Taraka Srinivas Tutika, Owner All interested parties will be given an opportunity to be heard at said time and place. DATED this 27th day of April, 2023. BY ORDER OF THE CITY COUNCIL Pamela J. Gackstetter, City Clerk • ••• ITEM: 4.E. ..... .... II 2023 Apple COUNCIL MEETING DATE: April 27, Va ey SECTION: Consent Agenda Description: Approve 2023-2024 Insurance Renewal Staff Contact: Department/ Division: Ron Hedberg, Finance Director Finance Department ACTION REQUESTED: 1. Approve the 2023-2024 insurance renewal with the League of Minnesota Cities Insurance Trust with a renewal premium amount of$1,634,672. 2. Approve Assured Partners, Inc., as the agency of record. SUMMARY: The City Council is requested to authorize renewal of the City's 2023-2024 insurance contracts with League of Minnesota Cities Insurance Trust (LMCIT) and approve Assured Partners, Inc., as the agency of record and William Velin of Assured Partners of MN is recommended to continue as the City's agent of record. The LMCIT renewal of the City's insurance for the coming year includes changes in the experience modification rates in workers' compensation, down 35% to 0.64, and liability experience modification rate, down 8% to 1.086, and an automobile experience modification rate that is down 10.0% to .90, for the coming year. Below is a recap of the premiums for the past few years and overall, the insurance premiums will decrease approximately 10.2%, or $186,070, to $1,634,672 for the coming year. One change in the policy for this year is for fireworks, the LMCIT no longer includes coverage for fireworks as part of the renewal policy. Each fireworks display will require obtaining insurance for each event and requires the identification of the pyrotechnics company when applying and making a separate payment. The application by event is how it was done in the past, but the premium was included in the renewal premium. BACKGROUND: Workers' Compensation Premium The Workers' Compensation Policy includes increases in the job classification rates of approximately 3 percent and when this is combined with pay increases, results in the gross premium increasing 13.4%. This gross premium is reduced by a drop in the experience modification rate to .64 from .99, resulting in a drop in the net worker comp premium of 27%, or approximately $247,000. This will allow the self-insurance fund to recover from losses incurred over the past few years when the modification rate was increasing and will benefit the coming year's budget by reducing the increase in the job class rates used in the budget. The Workers' Compensation insurance premium is based on estimated payrolls and is adjusted to actual at year-end based on an audit of wages paid and the job functions performed. Attached is a breakdown by premium rate class. Property and Liability Insurance Premium For the property and liability insurance portion, the overall premiums increased approximately 6.7%, or $52,760. The area that increased the most includes the property and automotive coverage, which reflects overall insurance industry increases. Beginning with last year's premium there was a new rate the LMCIT presented separately, Cyber-First Party coverage. This coverage was previously provided under LMCIT's property coverage, but is now placed in a new, standalone coverage document, and there is an explicit premium charge for cyber coverage, rather than including it with property premiums. The Municipal First Party Cyber Coverage provides coverage for the following types of cyber risks: • Data security breach response costs, like legal and information technology consulting, providing notice to affected persons, credit monitoring and identity theft services, and other reasonable expenses incurred to respond to a breach. • Loss of revenue, extra expense, and expediting expense caused by a cyber virus or hacking attack. • Cost to reproduce or restore electronic data that's been damaged or destroyed by unauthorized intrusive codes or programming, such as a virus, hacker, or similar attack. • Cost to repair or replace computer equipment rendered non-functional for its intended purpose due to unauthorized intrusive codes or programming, such as a virus, hacker, or similar attack. The premiums represent gross premiums and reflect the current rates charged by the LMCIT. Based on our own City's individual experience, we may receive a premium dividend/refund. We anticipate dividends, so long as we experience positive claims history. In the past three years we have received property insurance dividends totaling $57,037, $150,728 and S104,035 in, 2020, 2021 and 2022, respectively. IMP 2019-20 2020-21 2021-22 2022-23 2023-24 Percent Premium Premium Premium Premium Premium Change General Liability $242,394 $296,229 $308,208 $367,470 366,645 -0.2% Property 245,875 288,172 286,484 260,938 298,228 14.3% Automobile 67,577 74,348 86,141 71,852 84,514 17.6% Boiler/Machinery Breakdown 21,632 23,029 23,724 26,384 26,384 11.2% Liquor Liability 10,036 9,680 22,729 19,944 19,527 -2.1% Umbrella ($2,000,000) 92,378 103,053 116,832 145,215 147,915 1.9% Cyber-First Party - - - 5,023 7,535 50.0% Employee Bond 2,527 2,338 2,262 2,314 2,760 19.3% Fireworks 225 225 250 250 - -100% Agent Fee 8,000 8,000 8,000 8,000 8,000 0.0% Prop. & Liability Insurance 685,644 805,074 854,630 907,390 968,386 6.7% Workers' Compensation 490,412 795,409 837,866 913,352 666,286 -27.1% Total Premium 1,176,056 1,600,483 1,692,496 1,820,742 1,634,672 -10.2% Workers'Comp. Experience 0.83 1.20 1.13 0.99 0.64 - Mod. 36.4% Liability Experience Mod. .89 .98 1.01 1.179 1.086 -7.9% Automobile Exper. Mod 1.00 1.15 1.15 1.00 .90 - 10.0 Property Ins. Dividend $ 57,037 $150,728 $104,035 BUDGET IMPACT: The total premium renewal of $1,634,672 includes the annual agency fee of $8,000. The total 2023-2024 premium is within the 2023 amounts budgeted in the operating funds of $2,218,385, and will mitigate drawdowns of reserves that was experienced in the past few years in the Self Insurance Fund Reserves. As of 12-31-2022, the cash balance is $1,942,726. ATTACHMENTS: Exhibit Workers'Compensation I I 2022(Mar'22 to Feb'23) 2022/2023 2023(Mar'23 to Feb'24) 2023/2024 Class Estimated %inc in %Change %change in Estimated %inc in %Change %change in Code Classification Payroll Gross Rate Premium Wages in Rate Premium Payroll Gross Rate Premium Wages in Rate Premium 5506 Street 1,376,040 9.37 128,935 8.0% -10.0% -2.8% 1,448,560 9.66 139,931 5.3% 3.1% 8.5% 7520 Waterworks 1,247,555 3.95 49,278 5.4% -9.8% -5.0% 1,419,920 4.06 57,649 13.8% 2.8% 17.0% 7610 Cable TV operators 240,276 0.37 889 1.3% 27.6% 29.2% 253,440 0.38 963 5.5% 2.7% 8.3% 7708 Fire:Volunteers(population) 50,375 265.55 133,771 13.6% 0.0% 13.6% 50,374 281.48 141,793 0.0% 6.0% 6.0% 7706 Firefighter(non Vol.) 441,420 10.77 47,541 3.3% 18.5% 22.4% 462,250 11.09 51,264 4.7% 3.0% 7.8% 7720 Police 5,873,689 9.68 568,573 0.4% 29.9% 30.5% 6,628,875 9.97 660,899 12.9% 3.0% 16.2% 8017 Store Risk Retail-Off Sale 782,283 4.11 32,152 -10.1% -10.1% -19.1% 970,000 4.24 41,128 24.0% 3.2% 27.9% 8227 Shop&Yard 374,992 4.41 16,537 0.3% -10.0% -9.7% 443,775 4.54 20,147 18.3% 2.9% 21.8% 8810 Clerical 4,723,204 0.74 34,952 6.8% -9.8% -3.7% 4,964,600 0.76 37,731 5.1% 2.7% 8.0% 9015 Building Operations 157,144 7.32 11,503 7.9% -5.7% 1.8% 192,150 7.54 14,488 22.3% 3.0% 25.9% 9015-4 Swimming Pool 73,700 7.32 5,395 23.9% -5.7% 16.9% 80,046 7.54 6,035 8.6% 3.0% 11.9% 9016 Water Parks All Employees 382,937 8.01 30,673 27.9% -10.0% 15.1% 419,410 8.25 34,601 9.5% 3.0% 12.8% 9182 Skating Rink-indoor 197,586 4.25 8,397 -2.1% 10.7% 8.3% 209,770 4.38 9,188 6.2% 3.1% 9.4% 9016 Skating Rink-outdoor 9060 Country Club-Golf Courses 586,760 1.74 10,210 0.9% 28.9% 30.0% 648,860 1.79 11,615 10.6% 2.9% 13.8% 9063 Community Center-All Employees 1,013,149 2.58 26,139 -4.9% -9.8% -14.2% 1,062,845 2.66 28,272 4.9% 3.1% 8.2% 9102 Park 1,532,108 7.68 117,666 4.4% 21.7% 27.0% 1,649,950 7.91 130,511 7.7% 3.0% 10.9% 9410 Municipal Employees 1,669,719 0.92 15,361 -0.9% 31.4% 30.2% 1,794,120 0.95 17,044 7.5% 3.3% 11.0% 9411 Boards&Commissions provided with package provided with package 9411 Elected Officials 18,200 0.51 93 0.0% -8.9% -8.8% 18,200 0.52 95 0.0% 2.0% 2.2% Total 20,690,762 6.0% 1,238,065 2.6% 13.3% 16.3% 22,666,771 6.2% 1,403,354 9.6% 3.5% 13.4% Experience Modification 0.99 (12,381) change due to Mod $ (150,823) 0.64 (505,207) change due to Mod $ (492,827) 1,225,684 1.9% 898,147 -26.7% Premium Discount -11.96% (146,610) 1.9% -11.80% (105,995) -27.7% 1,079,074 1.8% 792,152 -26.6% Commission Discount 0.0% (18,640) 0.0% (13,598) Deductible Credit 12.0% (147,082) -28.1% 12.5% (112,268) -23.7% Total Premium 913,352 9.0% 666,286 -27.1% INSURANCE PREM Recap WorkComp • ITEM: 4.F. ..... :�. Apple COUNCIL MEETING DATE: April 27, 2023 Valley SECTION: Consent Agenda Description: Proclaim May 7 - 13, 2023, as "Drinking Water Week" Staff Contact: Department/ Division: Brian Skok, Public Works Superintendent- Utilities Utilities Division ACTION REQUESTED: Proclaim May 7 through May 13, 2023, as "Drinking Water Week" in the City of Apple Valley. SUMMARY: Attached is a Drinking Water Week proclamation for the City Council's consideration. The proclamation recognizes drinking water as a valuable natural resource for residents. Citizens are reminded of the importance of water for public health protection, fire protection, support for the economy, and our quality of life. The proclamation calls upon citizens of Apple Valley to help protect our water resources to ensure that future generations will enjoy the benefits of safe drinking water. BACKGROUND: For more than 40 years the American Water Works Association and its members have celebrated Drinking Water Week — a unique opportunity for both water professionals and the communities they serve to join together in recognizing the vital role water plays in our daily lives. BUDGET IMPACT: N/A ATTACHMENTS: Proclamation CITY OF APPLE VALLEY PROCLAMATION WHEREAS, water is a valuable natural resource in Apple Valley, delivering public health protection, fire protection, support for our economy, and the quality of life we enjoy; and WHEREAS, measures of a successful society such as low mortality rates, economic growth and diversity, productivity, and public safety are in some way related to access to safe water; and WHEREAS, consumption of tap water as an alternative to bottled water is a safe and cost effective practice that consumes less energy and produces less plastics in the environment; and WHEREAS, we are all stewards of the environment and water infrastructure upon which future generations depend. NOW, THEREFORE, the City Council of Apple Valley, Dakota County, Minnesota, does hereby proclaim the week of May 7 through May 13, 2023, as: DRINKING WATER WEEK in Apple Valley and calls upon each citizen of Apple Valley to help protect our source waters from pollution, to practice water conservation, and to get involved in local water issues. PROCLAIMED this 27th day of April, 2023. Clint Hooppaw, Mayor ATTEST: Pamela J. Gackstetter, City Clerk • ITEM: 4.G. ..... :�. Apple COUNCIL MEETING DATE: April 27, 2023 Valley SECTION: Consent Agenda Description: Approve Submission of 2023 Energy Efficiency and Conservation Block Grant (EECBG) Program Pre-Award Information Sheet Staff Contact: Department/ Division: Charles Grawe,Assistant City Administrator Administration/ Information Technologies ACTION REQUESTED: Approve submission of the 2023 EECBG Program Pre-Award Information Sheet for EV charger at CMF and conversion of street lights on 140th Street to LED/solar. SUMMARY: The Department of Energy (DOE) informed the City of its eligibility to receive formula grant funding through the Energy Efficiency and Conservation Block Grant (EECBG) Program. The EECBG program is designed to be flexible and to meet local needs: there are 15 different eligible use areas, ranging from developing energy efficiency and conservation strategies, to deploying electric vehicle infrastructure, to installing renewable energy technologies. The funding available through the EECBG Program is noncompetitive, which means that the City has already been allocated these funds from DOE. The first pre-Step to apply for the EECBG Program is completing the Pre-Award Information Sheet, which is due on April 28, 2023. The sheet is primarily a financial systems disclosure that allows the Department of Energy to set up the City with an account and provides assurances that we have the financial controls in place to comply with federal requirements. BACKGROUND: The City has been allocated $114,820 through this program. Proposed project budgets must be at or under the allocation amount. Staff has identified two projects that would likely fit under the equipment rebates component of the program. The first project would involve installing two dual electric vehicle charging stations (four total chargers) at the Central Maintenance Facility that would be available for the public to use. The estimated cost of this project is $68,076. The second project would involve six solar-powered LED street lights as a pilot project along 140th Street. The estimated cost for this project is $34,923. Staff recommends the Council authorize staff to submit the pre-award application form to the Department of Energy. Staff would come back to the Council with the actual application and updated cost estimates later in the year. BUDGET IMPACT: N/A • ITEM: 4.H. ..... :�. Apple COUNCIL MEETING DATE: April 27, 2023 Valley SECTION: Consent Agenda Description: Adopt Resolution Approving Eagle Pointe Apple Valley Final Plat, Development Agreement and Associated Documents Staff Contact: Department/ Division: Kathy Bodmer,Al CP, Planner(with Tom Lovelace, former Community Development Department City Planner) Applicant: Project Number: Eagle Pointe, LLC PC21-05-SBF Applicant Date: 60 Days: 120 Days: ACTION REQUESTED: Adopt the resolution approving the Eagle Pointe Apple Valley final plat, development agreement, stormwater ponding buffer maintenance agreement, and access restriction easement. SUMMARY: For your consideration is a request by Eagle Pointe, LLC, for approval of the final plat and development agreement for Eagle Pointe Apple Valley. The 22-acre final plat is located at the northwest corner of 140th Street West and Garden View Drive. The lots will be used to construct one single-family, 16 detached villa and 33 townhome dwellings in the first phase. Private streets, guest parking, and common area will be located in the area designated as Lot 50. Outlot A will be further subdivided in the future for the second phase of the development. The development agreement refers to the installation of all necessary improvements to serve the subdivision. Park dedication requirements for this subdivision will be satisfied with a cash-in-lieu of the land dedication. Storm water pond dedication will be satisfied by the dedication of drainage and utility easements on the plat and construction of a private stormwater pond. The agreement acknowledges the documentation of an access restriction easement that will restrict vehicular access to 140th Street West and Garden View Drive except at City approved locations as shown on City approved site plans. A private stormwater ponding buffer maintenance agreement is executed for the design and perpetual maintenance of the private stormwater pond and dedicated buffer area. BACKGROUND: The Comprehensive Plan guides the site for "LDF" (Low Density Flex) and is correspondingly zoned "LDF" (Low Density Flex Residential). The comp plan guidance and zoning designation allow for a variety of housing types, including single family detached, twin homes, duplexes and townhomes at densities of 3 to 8 units/acre. The plans show the ultimate development will consist of a total of 77 dwellings on 22.2 acres, which represents a density of less than 3.5 units/acre. The development agreement reflects the conditions set forth in the resolutions approving the preliminary subdivision and site plan review/building permit authorization that the City Council approved at its August 12, 2021, meeting. BUDGET IMPACT: N/A ATTACHMENTS: Resolution Location Map Agreement Exhibit CITY OF APPLE VALLEY RESOLUTION NO. 2023 - APPROVAL OF FINAL PLAT AND DEVELOPMENT AGREEMENT EAGLE POINTE APPLE VALLEY WHEREAS,pursuant to Minnesota Statutes 462.358,the City of Apple Valley adopted, as Chapter 153 of the City Code,regulations to control the subdivision of land within its borders; and WHEREAS,pursuant to Chapter 153 of the City Code,the City Planning Commission held a public hearing on an application for subdivision of land by plat on June 16,2021; and WHEREAS,the City Planning Commission found the preliminary plat to be in conformance with the standards of Chapter 153 of the City Code and recommended its approval on July 21, 2021, subject to conditions,which was subsequently approved by the City Council on August 12,2021; and WHEREAS,pursuant to Chapter 153 of the City Code, a subdivision agreement between the applicant and the City detailing the installation of the required improvements in the subdivision and the method of payment was prepared; and NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County,Minnesota,that the subdivision agreement and final plat for the following described plat of land are hereby reauthorized and the Mayor and City Clerk are authorized to sign the same, to wit: EAGLE POINTE APPLE VALLEY BE IT FURTHER RESOLVED,pursuant to Chapter 153 of the City Code,that said plat shall be filed with the Dakota County Recorder within sixty(60) days of the certified release from the City offices or such approval shall be null and void. ADOPTED this th day of , 20 Clint Hooppaw,Mayor ATTEST: Pamela J. Gackstetter, City Clerk CERTIFICATE As Apple Valley City Clerk, hereby certify that the forgoing is a true and correct copy of a resolution adopted by the City Council and the final plat described therein is hereby released for recording with the Dakota County Recorder this day of , . Pamela J. Gackstetter, City Clerk 2 r • 11 4; 'Ir1 � R - � , �; � ,ix•^? t '. ' r j3 1357H 57;W_r ~ a .'�" •+- - . ,rae , "Al e� ` �: �. F�',..\ i. .4? ,A*, ''',-..;,.,4- vir...4-iiiir - . ,;-' - 1, 0,N...., ' S , ` iM�+a1rr#y=` Tr 4.,,,.40 .. .,A ,-, .4;.... , _ , 1 . ,ce ,,,,,,......,.....T....t4... . A !' ' , irelrg }:111.4301 " � c ,.rfir ._, '� 1. I . a1.•i' 0YE �; .�_ ' ,• •40. I _, T ,s,,,,• ,• gc.„,e,•,.„, , • , , .1 :,,,:e Ao A? 41140•04?;4 , 41-474„,, ‘ •,,,- , l'.44! . 4, , . .'%- ' '-4V1LA*I'r/*0,. /, lAry1i1ls77eef,A, r,iK§'rA4..-.; 11 Y yri ,. �S' 1 i+ 47,9,Pd4)0•1' ..4alk R- •'' ' •'-i. 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At„ - tot 1110` ... lgytic‘.4(,*)10.g -• , ..!6,11i „,.... , ..,:: )411e-64,- , ' , ... . , . .4 -74' •'-• ,A, _ ACtrtit:4 j ,.1 0 . ,••44.4f , •...lip'''. th At.; "Sae . .7z, :,, ,A,:ti. , 0 40-• ..40. .. e.„_ • .0i . la _ % .1nI ima�a ,�-p rr•hte• a eff6-n -o. t "'arn -o'• ... h.&i. F .y _xel v� r hrq of thesirm ger} .� :r pro .a Et op B. � i r •. El.- °�1; uridbfi.i�gif•rt a t1 a•.lien. •no 1 a li•;ns.R aako Cc r �'' �, 'd' o �Vi a-atces •.p, '=.Iir•- Rd.'On ver-rfm nt' '- �= whI h!•fs i g er ie s i basetl,a['S;r ear sya�l=t oivi x m9nt s of e' i�� 4 - . r, • r jtF- C.of - Rere,.pro� e f. user-as1 1.,- ,Icdo s Rays it rsy w I'I a f .r. i,a.'." �:e. _. L. •S in¢1 �i�; .EGIJ e�� , -qa.1 R'4 he.resold".OF • , . EAGLE POINTS =r , :' Lr: nil %,!titAik frigi ' • i � e, A ► 6. Ir 4 `i).-- pr,' k ti-i i.;,,, �tf gi ,iyie I�i tgl■E'fihii:1111 '1427•71111iii •!Ir'Ortig � 17 m ` i Sou LOCATION MAP ,� . l urarnik WF'e.hill• �=< it .! rafaini i, DEVELOPMENT AGREEMENT Between EAGLE POINTE,LLC And CITY OF APPLE VALLEY For EAGLE POINTE APPLE VALLEY AGREEMENT WHEREAS, the City of Apple Valley, Dakota County, Minnesota, (the "City"), has been requested by Eagle Points, LLC, a Minnesota limited liability company (the "Developer") to approve a final subdivision of the real property legally in Exhibit "A" attached hereto (the "Property"); and WHEREAS,pursuant to City Ordinances,the Planning Commission held a public hearing with reference to the application for approval of a preliminary subdivision on June 16,2021; and WHEREAS,the Planning Commission recommended its approval on July 21,2021; and WHEREAS, the City Council approved the preliminary subdivision on August 12, 2021; and WHEREAS, Developer intends to develop the Property as fifty (50) lots for residences; one (1) lot as common area (Lot 50); and one outlot for future development, all in conformance with the approved preliminary subdivision; and NOW,THEREFORE,in consideration of the mutual agreements of the parties,it is hereby agreed by and between the parties as follows: 1. Plat. Subject to the terms and conditions of this Agreement, the City hereby approves for recording the plat known as Eagle Pointe Apple Valley (the "Plat"), as shown, and noted on Exhibit"B" attached hereto. 2. Zoning.The Property is governed by the terms and conditions of the City's Zoning Ordinance(the"Ordinance").Any use or development of the Property shall be in accordance with the provisions of the Ordinance. 1 3. Subdivision Conditions. The Developer shall comply with the conditions of preliminary subdivision approval set forth in City of Apple Valley Resolution No. 2021-130, a copy of which is attached hereto as Exhibit"C" and incorporated herein. 4. Buildiniz Permit Conditions.The Developer shall comply with the conditions for the issuance of building permits set forth in City of Apple Valley Resolution No.2021-131,a copy of which is attached hereto as Exhibit"D" and incorporated herein. 5. Municipal Improvements. The Developer requested, and the City designed the necessary: (i) trail & turn lane along the north side of 140th Street; (ii) storm sewer bypass and trunk storm sewer; (iii) sanitary sewer and service stubs, and (iv)water main and service stubs to be constructed and installed on the Property, as well as an 8' bituminous trail to be constructed and installed along 140th St West along with ADA improvements at the northwest corner of Garden View Drive and 140th Street. The improvements are as identified in the plans and specifications for Apple Valley Project No. 2021-155(Eagle Pointe Street& Utility Improvements)("Municipal Improvements"). The Municipal Improvements shall be maintained as follows: i) The City shall only be responsible for maintenance of sanitary sewer lines located upon the Property having a pipe equal to or greater than eight inches in diameter and located within public right-of-way or utility easements. Maintenance of service and lateral lines shall be in accordance with City Policy 2.03 Water and Sanitary Sewer Service Maintenance and Repair Policy Adopted July 8, 2010,per resolution 2010-144. ii) The City shall only be responsible for the maintenance of water lines on the Property that have a pipe equal to or greater than six inches in diameter and located 2 within public right-of-way or utility easements. Maintenance of service and lateral lines shall be in accordance with City Policy 2.03 Water and Sanitary Sewer Service Maintenance and Repair Policy Adopted July 8, 2010,per resolution 2010-144. iii) The Developer and future lot owners shall be solely responsible for any storm sewer improvements located on the Property, except those dedicated to the City in accordance with Section 13. 6. Developer Improvements. Subject to the provisions hereunder, the Developer shall grade the Property and install the following items within the Property, in accordance with and under the following conditions: A. To complete the Municipal Improvements. B. To complete improvements in conformance with the plans and specifications submitted by the Developer and approved by the City, prepared by James R. Hill, Inc., dated July 18,2022(Developer Improvements"),and any subsequent revisions as required by the City Engineer: Sheets C 1.7-C 1.9 Site Plans Sheet C 1-13 Buffer Area Plan Sheet C3.0 Erosion Control Plan Sheets C3.1-C3.3 Erosion Control Details Sheets C4.1-C4.3 Grading and Drainage Plans Sheets C5.1-05.5 Storm Sewer Plans Sheets C6.1-C6.4 Private Street Plans Sheets C7.0-C7.1 Construction Details Sheets L6.1-L6.3 Landscape Plan&Landscape Details 3 C. To construct streets, sidewalk(s), and driveways with concrete or bituminous material in accordance with City construction standards. D. To seal or cause to be sealed all existing wells on the Property in accordance with State, County, and local laws. E. To install a protective box and cover over each sewer cleanout and water shutoff, to City specifications. F. To install all lot monuments upon or before April 30, 2024. G. To install and pay for a private street lighting system for the Property,in accordance with the standards of the City and the entities supplying electrical power to the Property. H. Public street lights at the turn lane access to the Property and at spacing to be determined by the City Engineer along 140th Street near the trail connections are required, the cost for the public lighting is inclusive to the reasonable City costs in Section 6(T). I. To install all utilities underground in the Property,specifically including electrical, telephone,cable television and gas services.All utility services and a paved driveway must be available prior to occupancy of any building. J. To install and maintain all materials (trees, shrubs, and sod) identified in the City approved landscape plan. K. To install "No Parking/Fire Lane" signage along the private accesses within the development to ensure they be kept open for emergency vehicle access. The Developer shall provide a plan to be approved by the Fire Department that includes"No Parking/Fire Lane"areas and areas for fire department use. L. The Developer agrees to comply with all requirements of the Natural Resources management regulations as set forth in Chapter 152 of the Apple Valley City Code prior 4 to,during and after the development of the Property.The Developer has submitted,and the City has approved, a Natural Resources Management Plan in connection with the development of the Property. The Developer shall implement and comply with all terms and conditions of the approved Plan prior to and during any construction or land-disturbing activity, including, but not limited to, maintaining the performance security required in Chapter 152 of the Apple Valley City Code. M. Other than as provided for in Sections 16 and 17, to install each item noted in Sections 5 and 6 at the Developer's sole cost and expense. N. To attend a preconstruction meeting with representatives of the City and to require the attendance of all contractors and subcontractors, prior to commencement of construction. O. To refrain from burying any pipe,installing bituminous surface,or pouring concrete pursuant to implementing the Plans, without the specific approval of the City Inspector, prior to the work being performed. P. All "on-site" inspections by the City will be done at the sole cost and expense of Developer,by persons supplied by the City. Q. The Developer shall repair all damage to City streets, curbs, gutters, utilities, and other municipal improvements caused by or resulting from the development of the Property, at the Developer's sole cost and expense. R. The Developer agrees to provide the City with as-built surveys, in a format that is acceptable to the City Engineer, to include electronic documents, for the location of any building perimeter and the utilities, curbs, and/or pavement constructed upon a lot in the Plat. 5 S. The Developer shall provide the City Engineer as-built plans that demonstrate that all constructed storm water conveyance structures and management facilities (ponds and sub-surface infiltration practice) conform to design and/or construction plans, as approved by the City. As-built volumes(for detention and retention) shall be provided for the ponds and subsurface infiltration practice. The Developer shall submit to the City Engineer certification that the storm water management facilities have been installed in accord with the approved plans and specifications.This certification shall be provided by a Professional Engineer licensed in the State of Minnesota.The Developer shall dedicate those ponds and filtration basins identified in and in accordance with Section 13. T. The Developer shall pay the City's reasonable costs related to the Property,and this Agreement,including but not limited to administration,engineering,legal fees,inspection, and enforcement. The City shall submit invoices to the Developer with detailed descriptions of the services rendered by the City in accordance with this Agreement. The Developer shall deposit the sum of Four Hundred Eighty-Four Thousand and no/100 Dollars ($484,000.00) with the City toward payment of the City's reasonable costs. If the City's reasonable costs exceed the deposit, Developer agrees to reimburse the City within thirty (30) days of billing. Should the costs be less than the amount of the deposit, upon completion of the improvements,the amount remaining on deposit shall be returned to the Developer. U. If Developer causes any material violation of the terms of this Agreement, the City shall give written notice to Developer of such violation, and other than in an emergency, Developer shall have 14 days to either cure such violation or if the violation cannot be cured within 14 days to provide the City with evidence of its undertaking action to cure. In 6 the case of an emergency, Developer shall immediately cure the violation upon receipt of City's notice. Failure of Developer to complete a cure or provide evidence of undertaking the cure within 14 days shall allow the City to stop and enjoin all construction in the Property until authorization to proceed is given by the City. The Developer agrees to hold the City harmless from any damages,causes of action,or claims related to the construction being stopped by the City. 7. Financial Security. The Plat shall not be released by the City for recording until Developer has deposited with the City cash or a letter of credit in the total amount of Three Million Eight Hundred Thirteen Thousand Seven Hundred Eighty-Five and No/100 Dollars ($3,813,785.00)(Financial Security) securing the full performance of this Development Agreement. The bank or financial institution issuing a letter of credit for the Financial Security is subject to the approval of the City Attorney.The Financial Security is required to be maintained until all Developer obligations herein have been satisfied and shall be released solely in accordance with the terms of this Agreement.The amount of the Financial Security was calculated as follows: A—DEVELOPER IMPROVEMENTS Item Amount 50 lots @$1000.00 $50,000.00 Street&Utility Removals,Sidewalk/Trail Repair $25,000.00 Sub-Total $75,000.00 A-Financial Security(125% of Sub-Total) $93,750.00 7 B-MUNICIPAL IMPROVEMENTS Estimated cost of Project No. 2021-155 $2,976,028.40 B-Financial Security(125% of Estimate) $3,720,035.00 Total Required Financial Security(A+B)= $3,813,785.00 This breakdown is for historical reference only.It is not a restriction on the use of the Financial Security. (i) Default. In the event of a default by Developer which is not cured as set forth in Section 6(U), the City may draw down the Financial Security to pay for all costs and expenses incurred by the City to enforce this Agreement including the costs incurred by the City in connection with the collection of the Financial Security. The City's cost may include any remediation or completion of Developer's obligations under this Agreement. The City may draw on the Financial Security, without notice, after a default has occurred under this Agreement, which has not been remedied within any applicable cure period. (ii). Claims to Financial Security. If the City receives claims from subcontractors or materialmen for work performed in or intended for easements dedicated to the public as required by this Agreement and money due has not been paid,City shall give notice to Developer of such claim and Developer shall have 90 days to make payment or provide City with documentation showing such claim to be unwarranted and its intent to take legal action to remove such claim. If Developer fails to provide such written notice to City Developer hereby authorizes the City, at the City's discretion,to commence an Interpleader action pursuant to Rule 22 of the Minnesota Rules of Civil Procedure for the District Courts at the expense of Developer, to include court costs and attorney fees.Developer further authorizes the City to draw upon the Financial Security in the amount of one 8 hundred twenty-five percent(125%) of the claim together with attorneys' fees and court costs, and to deposit the funds in compliance with the Rule. (iii) Release of Financial Security. So long as Developer is not in default under this Agreement,periodically upon Developer's written request and upon completion and verification of satisfactory compliance of any Municipal Improvements (Section 5) or Developer Improvements(Section 6),a like percentage of that portion of the Financial Security covering those specific Municipal Improvements or Developer Improvements may be released; except however the final twenty percent(20%) of the Financial Security shall be held until a final acceptance by the City of all Municipal Improvements and the receipt by the City of all as-builts required under this Agreement. At the time of final inspection of all Improvements, if it is determined by the City that the plans and specifications for the Municipal or Developer Improvements were not strictly adhered to or that work was done without City inspection, the City may require that the Developer post a cash escrow equal to one hundred twenty-five percent(125%)of the estimated amount necessary to correct the deficiency or to protect against deficiencies arising therefrom. Such additional cash escrow shall remain in force until the deficiency is cured and approved by the City. 8. Trunk Charges. Prior to the release of the Plat for recording, the Developer shall pay the following trunk charges in the total amount of$153,230.45 for the portion of the Plat comprising of Lots 1 through 49 and Lot 51, calculated as follows: Lot 51 consisting of.50 acres: Calculation Amount Sanitary Sewer $369.00*1 SAC Unit $369.00 Water $3,234.00*.5 Ac. $ 1,617.00 9 Storm Sewer $7,240.00*.5 Ac. $ 3,620.00 Total: $5,606.00 Lots 1-49 consisting of 10.55 acres Calculation Amount Sanitary Sewer $369.00*49 SAC Unit $18,081.00 Water $3,234.00*10.55 Ac. $ 34,118.70 Storm Sewer $9,045.00*10.55 Ac. $ 95,424.75 Total: $ 147,624.45 [Additional trunk charges will be due and payable to the City in connection with the development of Outlot A of the Plat, which charges will be required to be paid at the time of replat at the rates then in effect.] 9. In addition to the trunk charges noted herein,upon submission of a building permit application,the applicant shall pay the City for sanitary sewer and water services furnished to the Property, in an amount based upon the number of units (per building) as determined by the City Engineer multiplied by the rate in effect at the time at the time of the issuance of the permit. The amount shall be due and payable at the time of building permit(s) issuance. 10. Warranties. Unless a longer warranty period is provided by Minnesota law, the Developer warrants all Improvements required to be performed by Developer, its agents, and employees, against poor design, engineering, materials, and faulty workmanship for a period of two (2) years after acceptance by the City. Developer shall provide a warranty bond(s), in an amount equal to the cost of the Improvements, for a two (2) year period commencing upon the City's acceptance of the Improvements.The Developer shall be solely responsible for the cost and 10 expense to perform all required repair work to City Standards within thirty (30) days of written notification by the City. 11. Insurance. A. General Requirements: The Developer shall not commence work under this Agreement until it has obtained all insurance required under this Section and shall have filed the certificate of insurance or the certified copy of the insurance policy with the City,and the Developer shall maintain such insurance until the date six (6) months after the City has accepted the Improvements.The Developer shall not allow any subcontractor to commence work on its subcontract until all insurance required for the subcontractor has been obtained. Each insurance policy shall contain a clause providing that it shall not be canceled by the insurance company without ten(10)days written notice to the City of intent to cancel. The Developer shall notify its insurance company in writing that the insurance company must notify the City if it cancels the Developer's insurance. The Developer shall provide a copy of this written notice to the City. Each insurance policy shall contain a clause naming the City as an additionally insured party under the policy. Certificates of insurance shall be submitted on Standard Form C.I.C.C.-701 or ACORD 25 forms and shall specifically note the clause providing for 10 days written notice to the City of intent to cancel. The certificates of insurance shall also specifically note the clause naming the City as an additionally insured party under the policy.The following minimum coverage shall apply. i) Worker's compensation insurance as required by law. ii) Employer's liability insurance with minimum limits as follows: Bodily Injury by Disease: $500,000 per person 11 Bodily Injury by Disease: $500,000 general aggregate Bodily Injury by Accident: $500,000 general aggregate iii) Contractor's Comprehensive general and automobile liability insurance, including coverage for non-owned and hired vehicles, in limits as follows: General Liability- $1,000,000 each occurrence $2,000,000 aggregate Automobile Liability- $1,000,000 Combined Single Limit for Bodily Injury and Property damage iv) In addition to all listed coverages,Developer shall procure and maintain an Umbrella or Excess liability policy in a minimum limit of$2,000,000. B. Minimum Insurance Requirements: Losses other than those covered by insurance shall be the sole responsibility of the Developer. The insurance requirements as set forth herein shall be minimum requirements only. Any other insurance that may be necessary to provide adequate coverage must be provided by the Developer at its sole cost and expense. C. Contractual Liability: To the fullest extent permitted by law, the Developer shall indemnify and hold harmless the City and its agents and employees from and against all claims,damages,losses and expenses,including but not limited to attorneys'fees arising out of or resulting from the performance of this Agreement provided that any such claim, damage, loss or expense(1) is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property(other than the work itself)including the loss of use resulting therefrom,and(2)is caused in whole or in part by any negligent act or omission of the Developer,any subcontractor,anyone directly or indirectly employed by any of them 12 or anyone for whose acts any of them may be liable,regardless of whether or not it is caused in part by a party indemnified hereunder. Such obligation shall not be construed to negate, abridge, or otherwise reduce any other right or obligation of indemnity which would otherwise exist as to any party or person described in this Section. 12. Park Dedication. The parties mutually recognize and agree that park dedication requirements for the 50 lots, as provided in Chapter 153 of the City Code, shall be satisfied by a cash payment of$228,572.50.00. The calculation of the land dedication value is set forth in City of Apple Valley Resolution No. 2020-88.The cash payment shall be made to the City prior to the release of the Plat for recording. • [Additional park dedication will be due and payable to the City in connection with the development of Outlot A of the Plat, which dedication amount will be required to be paid at the time of replat at the rates then in effect.] 13. Storm Water Dedication. The parties mutually recognize and agree that storm water pond dedication requirements,as provided in Chapter 153 of the City Code,shall be satisfied in accordance with and under the following conditions: A. Developer's dedication of drainage and utility easements on the Plat; B. Developer completing the grading in accordance with the approved plans as set forth in Section 6; C. Developer's execution of a Stormwater Ponding&Buffer Maintenance Agreement, in the form attached hereto as Exhibit E;which the Developer shall record with the Plat; D. Developer's construction of the ponds and filtration basins identified as AL-P 11.11, AL-P 11.2, AL-P 13.1 and ALP 13.2 in the plans in accordance with the plans and specifications; 13 E. Developer's dedication of the ponds and filtration basins identified as AL-P11.11, AL-P 11.2, AL-P 13.1 and ALP13.2 in the plans to the City upon the City Engineer's determination that these ponds and filtration basins meet the plans and specifications; and F. In addition to the Developer's warranty obligations set forth at Section 10, during a three- year period commencing on the date that the City approves the ponds and filtration basins identified as AL-P 11.11,AL-P 11.2,AL-P13.1 and ALP13.2 on the plans and Developer dedicates the same to the City, the Developer shall: (i.) maintain and, when necessary, replace the approved plants and vegetation within the ponds, filtration basins, and buffer areas in compliance with the Buffer Area Plan, Erosion Control Plan and Details, and the Maintenance Schedule for Native Seed, at the Developer's sole cost and expense; (ii.) not use or permit the use of any chemicals within the ponds, filtration basins or buffer areas unless first approved by the City and only when necessary for the protection of the ponds, filtration basins, buffer areas or their vegetation; (iii.) not introduce any invasive species to the ponds, filtration basins, or buffer areas; (iv.) not permit activities or uses of the ponds,filtration basins, or buffer areas that cause soil erosion; (v.) repair any erosion within or surrounding the ponds, filtration basins, and buffer areas; and (vi.) identify the boundary lines of the buffer areas, with a marker at every 50- foot interval along the boundary line of each buffer area. After the Developer fulfills its obligations of this Agreement, the City shall be responsible for maintenance of the stormwater ponds and filtration basins identified as AL-P 11.11, AL-P 11.2, AL- P 13.1 and ALP 13.2 on the plans, as deemed necessary or desirable by the City in the 14 City's sole discretion. The Developer, as owner of Outlot A, and its successors and assigns of Outlot A shall remain responsible for the maintenance of the buffer areas. 14. Access Restriction.The Developer agrees to execute and record with the Plat an Access Restriction Easement to restrict vehicular access to 140th Street West and Garden View Drive except at City approved locations, in the form attached hereto as Exhibit F. 15. Access to Public Road. The Developer shall prepare and deliver to the City's Attorney, for approval, documents establishing a common interest community (Declarations), to include shared cross-access easements over,across and upon Lot 50,Block 1,and Outlot A,of the Plat, establishing access from the individual lots in the Plat to a public street, which cross-access cannot be terminated without approval by the City. Developer is responsible to record the Declarations with the filing of the Plat. 16. Credit for Trail. So long as Developer is not in default under this Agreement,upon the approval and acceptance by the City of the installation, in accordance with the plans and specification, of the trail along the north side of 140th St. West, from the western boundary line of the Property to 135th Street (as shown and noted on Exhibit G, attached hereto), the City shall reimburse the Developer in the amount of$11,700.00. 17. Credit for Storm Sewer. So long as Developer is not in default under this Agreement, upon the approval and acceptance by the City of the installation, in accordance with the plans and specifications,of the Municipal Storm Sewer Improvements(as shown and noted on Exhibit H, attached hereto, the City shall reimburse the Developer for the following public infrastructure installed by the Developer: Credit Estimated Amount (i) Al-P8 Flared End Repair $12,800.00 15 (ii) Oversizing of Storm Sewer $1,268,900.00 The actual amount of the credit will be solely determined by the City Engineer based on a review of all costs incurred by the Developer in the construction of the Storm Sewer Improvements and a percentage of indirect costs related to the construction of the storm sewer. The Developer shall not be entitled to any reimbursement unless and until the Developer has provided the City with all requested information necessary to verify the cost of the Storm Sewer Improvements. 18. Recording. The Developer shall deliver to the City copies of the recorded documents to evidence that the Developer has complied with its recording obligations under this Agreement. 19. Release of Plat.Prior to the release of the Plat for recording, the Developer shall: A. Deliver to the City the Financial Security(Section 7). B. Deposit funds to the City(Section 6T). C. Pay the trunk charges to the City(Section 8). D. Pay the Park Dedication to the City(Section 12). E. Provide documentation of access(Section 15). 20. Hold Harmless. The Developer hereby specifically holds the City and the City's officers, employees, and agents harmless from claims made by Developer and third parties for damages sustained or costs incurred resulting from the Developer's obligations under this Agreement. Developer releases the City and the City's officers, employees, and agents from any liability in connection with this Agreement, the Property, and the development of the Property, except for the negligence directly attributable to the City's officers, employees, and agents. 16 21. Binding Agreement. The parties mutually recognize and agree that all terms and conditions of this Agreement shall run with the Property and shall be binding upon the respective heirs, administrators, successors and assigns of the Developer. IN WITNESS WHEREOF,the parties have hereunto set their hands. [Signature pages to follow] 17 Development Agreement Signature page for Developer Eagle Pointe, LLC A Minnesota limited liability company By: M a aSak--- Its: rCaSvctr STATE OF MINNESOTA ) ) ss. COUNTY OF 0( ) On this 1 S day ofA-v-qi , 2023, before me a Notary Public within and for said County, personally appeared MO.t Olson to me personally known, who being by me duly sworn, did say that he/she is the T('ectejt,tre_r- of Eagle Pointe, LLC the Minnesota limited liability company named in the foregoing instrument, and that said instrument was signed on behalf of the company by authority of its managers and acknowledged this instrument to be the free act and deed of the company. qftlx, mom. 0® Not Public '1. JODI MARIE DIX c, Nota►y Public-Minnesota ;"." 114 C<3(nnteekli lea Jan 31,2025 18 Development Agreement Signature page for City City of Apple Valley A Minnesota municipal corporation By: Clint Hooppaw Its: Mayor By: Pamela J. Gackstetter Its: City Clerk STATE OF MINNESOTA ) )ss. COUNTY OF DAKOTA ) On this day of ,2023,before me a Notary Public within and for said County,personally appeared Clint Hooppaw and Pamela J. Gackstetter, to me personally known, who being each by me duly sworn, each did say that they are respectively the Mayor and Clerk of the City of Apple Valley, the municipality named in the foregoing instrument, and that the seal affixed on behalf of said municipality by authority of its City Council and said Mayor and Clerk acknowledged this instrument to be the free act and deed of said municipality. Notary Public This instrument was drafted by: Dougherty, Molenda, Solfest,Hills&Bauer P.A. 14985 Glazier Avenue, Suite 525 Apple Valley, Minnesota 55124 (952)432-3136 MGD(66-44142) 19 Exhibit A Legal Description Parcel 1: That part of Outlots 2,3 and 4 of Palomino Hills Lake Shore Addition, lying northeasterly of the northeasterly right of way line of 140th Street West Parcel 2: That part of Government Lot 3 and the Northeast Quarter of the Southeast Quarter of Section 20, Township 115, Range 20,lying northeasterly of the northeasterly right of way line of 140th Street West, and lying southerly and southwesterly of Cobblestones I. Parcel 3: Outlots A,B,C &D in Cobblestones I, according to the recorded plat thereof now on file and of record in the office of the Registrar of Title in and for Dakota County, Minnesota. All parcels are in Dakota County, Minnesota Torrens property STORMWATER PONDING& BUFFER MAINTENANCE AGREEMENT This Stormwater Ponding & Buffer Maintenance Agreement ("Agreement") is made by and between Eagle Pointe, LLC, a Minnesota limited liability company(the "Owner"), on behalf of itself and its successors and assigns, and the City of Apple Valley, a Minnesota municipal corporation(the "City"). The Owner, its successors and assigns, and the City shall jointly be referred to as the "Parties." WHEREAS, the Owner is the fee owner of real property legally described as follows: Lots 1-50 and Outlot A, Block 1, Eagle Pointe Apple Valley, Dakota County, Minnesota (the "Property"). WHEREAS, the City approved the development application for Eagle Pointe Apple Valley with the requirement, among others, that stormwater conveyance structures and management facilities (ponds and sub-surface infiltration practices) with protective buffer zones and wetland(s) with protective buffer zones be provided in accordance with City Code §§ 152.55 and 152.57 preserving a buffer area between the lots and adjacent ponds/wetlands,and an easement to the City for purposes of enforcing this Agreement. WHEREAS, the Owner and City entered into a Development Agreement for the Property dated April , 2023 ("Development Agreement"). WHEREAS, the Development Agreement requires the Owner to execute and record this Agreement with the Eagle Pointe Apple Valley plat ("Plat"). WHEREAS, the Development Agreement requires the Owner to construct a pond (Pond 1 on Exhibits A&B),filtration basin(Filtration Basin 1 on Exhibits A&B),and buffer area(Exhibit E)around them all on Lot 50,Block 1,Eagle Pointe Apple Valley in accordance with the approved plans and specifications identified in the Development Agreement, including but not limited to the following plans dated January 19, 2023, prepared by James R. Hill, Inc., attached hereto as Exhibits and incorporated herein: 1 • Exhibit A C4.1 Grading and Drainage Plan Exhibit B C.4.2 Grading and Drainage Plan Exhibit C C.5.3 Storm Sewer Connection Exhibit D C7.0—C7.2 Construction Details Exhibit E C.1.10 &C.3.0 Buffer Area Plan & Erosion & Sediment Control Plan Exhibit F - Seed Mixtures for Buffer Area Exhibit G - Buffer Signage Plan WHEREAS, Pond 1 and Filtration Pond/Basin 1 are generally depicted in the Stormwater Pond Details Sheet on C4.2, Exhibit B, Grading and Drainage excerpted below. ELEV 1005.9 ELEV 1006.0 AQUATIC 10' BENCH ,./- 0LE-1000.0VI � /J� El FY Wig 2 lO f • q FILTRATION POND I /,‘, ELEv�o NURP POND *�� / x .y ��`,K Paz'7 N' •,. ,, =OTTOM ELEV••..0 , %" ' "2.0-907G SAND/10% sa., stc:casa• a .; GRADE 2 COMPOST - MIX 6" PERFORATED ='w DRAIN 11LE a z INV.-995.5 w J 0 NOTE: CLAY LINER TO BE SM, CL, OR SC SOIL THAT HAS MAXIMUM PERMEABILITY OF 1x10-5 CM/SEC WITH a L 20% PASSING THE #200 SIEVE POND 1P CROSS SECTION A—A NOT TO SCALE WHEREAS, the Buffer Area around Pond 1 and Filtration Pond/Basin are generally depicted in the Buffer Area plan on sheet C 1.10, Exhibit E as depicted below. '''' '''',..:,',„N‘i.,,,.."•<>-"),,,...: . ',/,\v`A----': .. \--‘,Y, \POND 1 ::�•.- a••• SN- ., 10YR H 11# 1002.6 ••a• %.1 �\ 100YR H11-1004...4. `11V*' •}r' - POND BOTTOM 99.•• ''\ .\ \ ' . 16.5 WIDTH `;4 - \ BUFFER AREA 7 <NL :.� , \ v a *; ;N _\Off024 FJ. ..\ 7 ':+..•• -1:�":. ,_ t. moo: ` USE SEED MIX 35-241: '=•:'�c' .. 1 MESIC PRAIRIE GENERAL ' ••.::i WHEREAS, the purpose of installing and maintaining a 16.5 foot buffer around the 2 perimeter of the pond and filtration pond/basin is on-site storm water management and to promote the water quality and volume control of the City's water bodies. WHEREAS, the restricted use of Lot 50, Block 1, Eagle Pointe Apple Valley and preservation of perennial vegetation as set forth herein is intended to provide significant public value (hereinafter referred to as the "Public Value") by protecting the pond and filtration pond/basin through the preservation and protection of the natural character of the Buffer Area, defined herein. WHEREAS, the Owner and the City desire to make certain mutual provisions to memorialize the allocation of responsibilities and obligations for the construction and maintenance of the stormwater conveyance structures and management facilities (ponds and sub-surface infiltration practices) and buffer area on Lot 50, Block 1, Eagle Pointe, Apple Valley, as between the Parties and their successors and assigns, on the terms and conditions hereinafter set forth. NOW, THEREFORE, in consideration of the foregoing recitals, and the covenants and agreements on the part of each Party to the other, as hereinafter set forth,the Parties agree as follows: 1. Grant of Protective Buffer Zone. In accordance with City Code § 152.57 (2022), Owner hereby establishes a protective buffer zone over,under and across 16.5 feet of the perimeter of the pond and filtration pond/basin constructed upon that part of Lot 50, Block 1, Eagle Pointe Apple Valley, as depicted on Exhibit E ("Buffer Area"). 2. Purpose. One of the purposes of this Agreement to ensure that the Buffer Area will be retained forever with native perennial vegetation that shall not disturbed,without permission from the City and any other applicable regulating authorities and to prevent any use of the Buffer Area that will significantly impair or interfere with the Public Value.The Parties intend that this Agreement will confine the use of the Buffer Area to activities that are consistent with the purpose of this Agreement. However, more restrictive and applicable federal, state, or local laws shall prevail in determining permitted uses of the Buffer Area. 3. Construction and Maintenance. 3.1 Construction Requirements. The Owner shall construct the pond, filtration pond/basin and Buffer Area on Lot 50, Block 1 of Eagle Pointe Apple Valley in accordance with the Development Agreement and the approved plans and specifications, including Exhibits A through G attached hereto. • 3.2 Maintenance Obligations. The Owner shall maintain and repair, when necessary, the pond, filtration pond/basin and Buffer Area in accordance with the terms and conditions set 3 forth in the approved stormwater management plan on file with the City ("Stormwater Management Plan"), and applicable City Code and Standards. These maintenance obligations include an obligation to maintain the following in compliance with the Stormwater Management Plan, this Agreement, and applicable City Code and Standards: (1) native perennial vegetation covering the Buffer Area,which shall be retained and not disturbed by the Owner,unless expressly allowed herein, and (2) the pond and filtration pond/basin. If at any time the pond, filtration pond/basin and/or Buffer Area fails to conform to the standards and the specifications set forth in the approved Stormwater Management Plan,this Agreement, applicable City Code and Standards, or as described in any field inspection report provided by the City upon an inspection of the Property, the Owner shall immediately correct the non-conformance in accordance with a City- approved remediation plan and schedule pursuant to Section 5.1. 3.3 Snow and Leaves Removal and Prohibited Storage. The Owner shall sweep clean the private streets, driveways, parking area and walkways on the Property in April or May each year to remove from the Property all sand and salt deposited on the private streets,driveways, parking area and walkways. The Owner shall remove all tree leaves from the Property, excluding the stormwater pond and filtration basin,after the leaves fall to the ground in October or November each year. The Owner shall not deposit or store tree leaves or snow within the pond, filtration pond/basin or Buffer Area. 3.4 Permitted Activity within the Buffer Area. After the Owner establishes the Buffer Area pursuant to the planned specifications,the Owner may,upon written approval from the City, perform those activities allowed pursuant to City Code§ 152.57 within the Buffer Area,including: removing noxious weeds and rank vegetation as defined by the City, or plants on state or county noxious weeds lists by pulling,mechanical control,biological control,or spot herbicide treatments; and, use of an unimproved access strip not more than ten feet in width with minimum impact alignment for purposes of accessing the pond and filtration pond/basis across the Buffer Area. 3.5 Personal Property or Debris Storage Prohibited. There shall be no storage or dumping of garbage, debris, serviceable and unserviceable vehicles, trailers, boats, campers, equipment,mixed,municipal solid or hazardous waste,yard waste, soil,mulches,brush,firewood or unsightly materials within or encroaching upon the pond or filtration pond/basin or the Buffer Area. 3.6 Buildings, Structures and Improvements. There shall be no construction or installation of anything made by man, including but not limited to temporary or permanent buildings,structures, and improvements such as retaining walls,fencing,beaches,rocks,boulders, clothesline poles, playground equipment, impervious trails (excluding unimproved access strips) or impervious surface on the Buffer Area. 3.7 Maintenance of Vegetation. The Owner of Lot 50, Block 1, Eagle Pointe Apple Valley,and its successors and assigns,shall preserve and maintain a 16.5 buffer of native perennial vegetation on the Buffer Area in compliance with the Stormwater Management Plan, this Agreement, and applicable City Code and Standards. Where erosion problems exist within the Buffer Area and/or continuous growth of native perennial vegetation has not been maintained in 4 the Buffer Area, the Owner of Lot 50 and its successors and assigns shall correct the problems in accordance with a City approved remediation plan pursuant to Section 5.1. 3.8 Invasive Species. Invasive species shall not be introduced to the Buffer Area. 3.9 Water. No activities or uses of the pond, the filtration pond/basin or Buffer Area that cause soil erosion, or are detrimental to water quality, are permitted. 3.10 Buffer Signage. The boundary line of the Buffer Area shall be identified by permanent markers,with one marker at every 50-foot interval along the boundary line of the Buffer Area as shown in Exhibit G. 3.11 Topography and Surface Alternation. There shall be no topographic alteration of the Buffer Area in any manner, including but not limited to grading, filling, excavation and extractions from the Buffer Area, unless approved in writing by the City prior to the commencement of the activity. The City's approval is at the sole discretion of the City. 3.12 Construction and Maintenance Costs. The Owner shall incur and pay all costs associated with construction of and maintenance of the pond, filtration pond/basin and Buffer Area. 4. Inspections. 4.1 The Owner shall conduct monthly inspections of the pond,filtration pond/basin and Buffer Area, at the Owner's sole cost and expense, to ensure the infiltration rates per the Stormwater Management Plan and a healthy plant community is maintained. If necessary, the Owner shall repair the pond, filtration pond/basin and Buffer Area if the infiltration rates per the Stormwater Management Plan or healthy plant community is not in conformance with the Stormwater Management Plan, this Agreement, or applicable City Code and Standards set forth herein. Repairing landscape and vegetation to maintain a healthy plant community may include replacement of dead or diseased plants,vegetation or mulch and removal of noxious weeds, litter, sediment or other debris. 4.2 The City shall have the right, but not the obligation, to monitor compliance with the provisions of this Agreement. The City and its contractors are permitted to enter the Property over and across the drainage and utility easement located on the Property as dedicated on the Plat to conduct monitoring and perform any required remediation required pursuant to Section 5.2 herein. 5. Remediation and Waiver of Rights. 5.1 Remediation Plan. If the City determines that the Owner has failed to perform the Owner's obligations under this Agreement, the City shall notify the Owner of the deficiency in writing.The Owner shall submit a proposed remediation plan and schedule to the City within thirty 5 (30)days after receipt of such notice. If the Owner determines, as part of it's inspection obligation pursuant to Section 4.1, that a deficiency exists the Owner shall submit a proposed remediation plan and schedule to the City in a timely manner. The remediation plan shall identify how the Owner plans to repair the pond, filtration pond/basin and Buffer Area to the standards set forth in the Stormwater Management Plan, this Agreement, and/or applicable City Code and Standards using necessary erosion and sediment control measures. If the City approves the proposed remediation plan and schedule,the Owner shall perform the remediation in compliance therewith. If the proposed remediation plan and schedule are not acceptable to the City, the City shall notify the Owner of the deficiency,and the Owner shall submit a revised plan to the City within fourteen (14) days after receipt of such notice. 5.2 Failure to Repair. If the Owner fails to submit a proposed remediation plan and schedule to the City as prescribed above, or fails to implement a City-approved remediation plan to correct a deficiency in the performance of the Owner's obligations under this Agreement within the time frame set forth in the approved schedule, then at the sole cost and expense of the Owner, the City shall have the right, but no obligation, to prepare a remediation plan, enter the Property and complete all work necessary to correct the deficiency. 5.3 Reimbursement to the City.The Owner shall reimburse the City within thirty(30) days after receipt of an invoice from the City for any and all costs incurred by the City in connection with reviewing the Owner's remediation plan, preparing a remediation plan in accordance with Section 5.2 and completing all work completed by the City to correct a deficiency. 5.4 Waiver of Rights. If the Owner does not timely reimburse the City, the City may recover its costs by levying a special assessment against the Property. The estimated amount of the assessment is$12,500.00.The Owner,on behalf of itself and its successors and assigns,hereby acknowledges the benefit of such maintenance to the Property and waives any rights to hearings or notice of hearings relating to the levying of any City assessments up to the estimated amount of $12,500.00 or the right to contest the assessments under Minnesota Statutes § 429.081. 6. Standards for Performance. Any act of construction, maintenance, or repair to be performed under this Agreement shall be performed in a good and workmanlike manner pursuant to sound engineering practices and in compliance with all applicable governmental requirements. 7. Association. The Owner may authorize and permit an association, comprising of the lot owners, including the Owner and its successors or assigns, and contractors retained by the Owner or said association to perform the obligations of the Owner herein subject to restrictions set forth herein. Nothing herein shall prevent the Owner or an association from establishing rules and regulations regarding the use,maintenance and access to the Buffer Area that are not in conflict with the terms of this Agreement. 8. Amendment,Release or Termination. 6 Notwithstanding anything herein to the contrary, no amendment, release or termination of any of the provisions of this Agreement shall be effective or may be filed of record unless the Owner and the City consent to the amendment, release or termination. Such consent must be evidenced by a resolution duly approved by the City Council, or successor body. The Owner, on behalf of itself and its successors and assigns, expressly acknowledges and agrees that the City has no obligation whatsoever to approve or act upon any proposed amendment, release or termination, may withhold or delay consent for any reason or no reason whatsoever,any may condition consent upon such terms as the City deems desirable. The Owner, on behalf of itself and its successors and assigns, further agrees and covenants, consistent with this acknowledgment, not to institute any legal proceedings against the City on the grounds that the City failed to respond appropriately to a proposed amendment, release or termination and to indemnify the City against any expense, including litigation costs,which the City incurs as a result of any violation by that party of this covenant. The City may, at any time, give up the right to approval granted hereunder, said action to be evidenced by City Council resolution or other format approved by the City Attorney. 9. Duration. This Agreement shall constitute a covenant running with the Property and shall be binding upon and inure to the benefit of the Parties, and any and all of their successors and assigns. 10. Recording Agreement. The Owner shall record this Agreement with the Plat and provide the City with a copy of the recorded Agreement. 11. Governing Law. The laws of the State of Minnesota shall govern the interpretation, validity, performance, and enforcement of this Agreement. 12. Notices. Except as is provided below, any notice required by or sent pursuant to this Agreement shall be sent by certified mail, return receipt requested, to the following addresses or such addresses as may be specified in writing: Owner: Eagle Pointe, LLC Attn: John D. Anderson 221 River Ridge Circle South, Suite 100 Burnsville, MN 55337 7 City: City of Apple Valley Attn: City Clerk 7100 147'1' Street West Apple Valley, MN 55124 13. Recording. The City is authorized to record or file any notices or instruments appropriate to assure the perpetual enforceability of this Agreement. For such purposes, the Owner appoints the City as Owner's attorney-in-fact to execute, acknowledge and deliver any necessary instrument on Owner's behalf. Without limiting the foregoing, Owner agrees to execute any such instrument upon request. 14. Counterparts. This Agreement may be executed in one or more counterparts and will become effective when one or more counterparts have been signed by the Owner and the City. 15. Severability. The provisions of this Agreement are severable from any other provision of this Agreement. Should any provision of this Agreement for any reason be unenforceable,the balance of the Agreement shall nonetheless be of full force and effect. IN WITNESS WHEREOF, the Parties have caused this instrument to be executed as of the e day and year first written above. CITY OF APPLE VALLEY Eagle Pointe LC By: Clint Hooppaw By: Its: Mayor Its: Treasurer By: Pamela J. Gackstetter Its: City Clerk STATE OF MINNESOTA ) ss. COUNTY OFiii)a VD-LA ) The foregoing instrument was acknowledged before me this )�j day of f :l , 8 2023, by " 0 , the Treasurer of Eagle Pointe, LLC, a Minnesota limited liability company, on behalf of the limited liability company. ►.� m oC Notary Public JODI MARIE DIX 1 -Minnesota "; �. Notary Public-Minnesota is ': My Commlesion Expires Jan 31,2026 STATE OF MINNESOTA ) ) ss. COUNTY OF DAKOTA ) The foregoing instrument was acknowledged before me this day of 2023,by Clint Hooppaw and Pamela J. Gackstetter,the Mayor and City Clerk of the City of Apple Valley, a Minnesota municipal corporation, on behalf of the municipal corporation. Notary Public THIS INSTRUMENT WAS DRAFTED BY: Dougherty, Molenda, Solfest, Hills & Bauer P.A. 14985 Glazier Avenue, Suite 525 Apple Valley, MN 55124 (952)432-3136 9 LEGEND tir • ▪t t • • 1 '� • 1 • lat.•- • • Oas7rID w2DO4t.r w • /''- • -�\ \�""i(� _ ! . • . : i ' 1 • . -t. �tom..• -•t 11'•'..`- I.:'• ♦+`1 - caw 3A1sTA et SEER ...T \ K. \ .-. t_t NONE atrlE>cT ` �•.�+�' 't°t`:`-• \�IJ/ !r D - D ooswa ssanu .. r= • ,. ..• •- \ \ r s �.,•MIT ♦ -.r :• . 1• : : `t -1��.rJ f - t•. LZ ESQSL-Ki O%C f W POttOt t!t• s�y �} ♦'\ - l � ♦ ,r I ' l i i• ••♦ 1,• Kt COMMSi16 UOR 14E 3 -1 t\ _-,/� \ ' i • w_t ``' •; ", 'I"-` . tj "-LEI{/ a�:r I+. •r 1 J s _ m E! tE3DRIQE POEM/ = ♦-%/ /� 1 i ♦ \.L• ♦- -- ...-_ 1r ••:I-tr�••••i f • ~ l 'r:.'1 171r;r--7+'r ``\ `;•••• . v•rmmw....•C COMM MWCUR.P W. 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' ImoaotptY�s�bC[Dlitii 23s+o utc e ti z r - C1o1S�0ro 5 0 50 100 a la PROJECT NO. ♦l 23810 :svL.SO OM u0 I Basic Seed Mixture Design Information The following recommendations are Intended to provide general guidance for the areas in which mixtures listed should be used. Note that within each mixture tabulation,at the end of this manual,there is a brief description of the mix and what It was developed for. The seeding rates listed are for roadside establishment and initial erosion control. The rates are somewhat higher than rates used for seeding parkland fields and other non-roadside areas. General Seed Mixture Overview Table 1 Recommended Seed Mixtures Seeding Rate Purpose Mixture (lbs/acre)_ Maintenance Fall Cover 21-112 100 N/A Spring/Summer Cover 21-111 100 N/A Temporary Soil-building Cover 21-113 110 N/A 1 to 2 years of Cover 22-111 30.5 N/A 2 to 6 ears of Cover 22-112 40 ,N/A +� f� It ltriA4WT�ist` S �� t .4_tt �e�: ill%S e�t s'�.'� a .1 . rt.! I 27h fN i'�' Y err U , Sandy Roadside 25-121 61 Mow up to 3 times per year General Roadside 25-141 59 Mow up to 3 times per year General Commercial Turf 25-131 220 Mow a minimum of once per 4 weeks Residential Turf 25-151 120 Mow a minimum of once per 2 weeks Agricultural Area Roadside 25-142 45 Mow u to 3 times 'er year o Ponds&Wet Areas in Central, Southern and Western MN 33-261 36 Ponds&Wet Areas In Northeast MN 33-361 35 _ Sandy/dry Areas-Short Grasses 36-22 36.5 To reduce weed establishment,mow 2 el to 3 times(30 days apart)during 1 General Roadside 35-241 36.5 year with the mower deck about 6"-8" Wet Prairie 34-262 14.5 off then around. Mow one time during Native Riparian areas In Central, the 2 year before weeds set their • Southern,and Western MN 34-261 31.5 seeds. Burn or mow once every 3 to 5 Riparian areas In Northeast MN 34-361 31.5 years following the Initial 2 years of Partly shaded roadsides In maintenance to remove dead plant Southern and Western MN 30-211 34.5 material and stimulate new seed. Partly shaded roadsides In Northeast MN 36-311 33.5 Partly shaded roadsides In Northwest MN 36-411 35,5 Partly shaded roadsides In Central MN 36-711 35.5 • EXHIBIT F 5 Stormwater South& 33.261 West _ Common Name Scientific Name Rate iblac Rate k %of Mix ( } ( 9!ha� (by weight) Seeds!sq ft big WesternAndropogon gerardi! 2.00 2.24 -W 6.72% 7.35 fringed brome Bromus clllatus 2.00 2,24 6.73% 8.10 Virginia wild rye Elymus vlrglnkus 1.50 1.68 4,28% 2.31 fowl bluegrass Poe pelustris 1.06 1.19 3.03% 50.70 slender wheatgrass Elymus frachycaulus 1.00 1.12 2.85%_ 2.53 switchgrass Pankum vlrgafum 0.38 0.43 1.07% 1.93 prairie cordgrass Spartlna pectinate 0.38 0.43 1.07% 0.91 Indian grass Sorghasfrum nutans 0.12 0.13 0.36% 0,65 Calamagros#is bluejolnt canadensls 0.06 y 0,07 0.18% 6,40 Grasses Subtotal 8.50 9.53 V 24.29% 80,78 awl-fruited sedge ,_Carex sfipata 0.25 0.28 0.71% 3.10 dark green bulrush Scirpus atrovirens _ 0.19 0.21 0.54%_ 31.70 wooigrass Scirpus cyperinus 0.06 0.07 0,18% 39,00 Sedges&Rushes Subtotal 0.50 0.56 1,43% 73.80_ golden alexanders Ma aurea 0.20 0.22 0.66% 0.79_ autumn sneezeweed Helenlum autumnal° 0.13 0.16 0,36% 5.97 marsh milkweed Ascleplas Incarnate 0.11 0.12 0,32% 0.20 leafy beggarticks 13ldens frondosa 0.11 0.12 0.31% , 0.20 Canada anemone Anemone canadensls 0.07 0.08 0,19% 0,20 obedient plant Physostegla virglnlana 0.07 0.08 0.21% 0.30 tall coneflower Rudbeckla laclniafa 0.07 0,08 0.21% 0.37 Symphyofrichum New England aster novae-angllae 0.07 0.08 0.19% 1.56 fiat-topped aster Doellingerla umbellate 0.06 0.07 0.17% 1,50 spotted Joe pye weed _Eutrochlum maculatum 0,06 0.07 0.18% 2.19 blue vervain Verbena hasfate 0.05 0.06 0.15% 1,85 Forbs Subtotal _ 1.00 1.12 , 2.85% 15.13 Oats Avena se five 26.00 28.02 71.43% 11.14 Cover Crop Subtotal 25.00 28.02 71,43% 11.14 Total 35.00 I 39.23 100.00% 180.85 Purpose: Stormwater pond edges,temporarily flooded dry ponds,and temporarily flooded ditch bottoms. Planting Area: Taligrass Aspen Parklands,Prairie Parkland,and Eastern Broadleaf Forest Provinces. Mn/DOT Districts 2(west),3B,4,Metro,6,7&8. Back to Table 3 13 35-241 Mesic Prairie General Common Name Scientific Name Rate(Ib/ac) Rate(kg/ha) %of Mix Seeds/sq ft (by weight) big bluestem Andropogon gerardl! 2.00 2.24 5.48% 7,35 Indian grass Sorghastrum nutans 2.00 2.24 5,48% 8.82 side-oats grama Route/oua curtipendula 1.60 1.79 4.39% 3.53 Schlzachyrlum little biuestem sooparlum 1.60 1.79 4.39% 8.82 noddlnh wild rye Elymus canadensls 1.17 1.31 3.20% 2.23 slender wheatgrass Elymus trachycaulus 1.00 1.12 2,73% 2.63 kalm's brome Bromus kalm11 0.50 0.56 1.37% 1.47 prairie dropseed Sporobolus heterolepls 0.07 0.08 0.18% 0.39 swltchgrass Panlcum vlrgatum 0.06 0.07 0.17% 0.32 Grasses Subtotal 10.00 11.21 27.39% 36.46 black-eyed susan Rudbeckla hlrta 0.31 0.35 0,86% 10.56 purple prairie clover Dalea purpuree 0.19 0.21 0.51% 1.03 Early Sunflower Hellopsls hellanfholdes 0.13 0,15 0.34% 0.29 blue giant hyssop Agastache foenlculum 0.06 0,07 0.15% 1.82 lead plant Amorpha canescens 0,06 0.07 0.15% 0.25 Canada milk vetch Astragalus canadensls 0.06 0.07 0.17% 0.39 white prairie clover Dalea candlda 0.06 0.07 0,17% 0.44 Canada tick trefoil Desmodlum canadense 0.06 0.07 0.18% 0.13 stiff sunflower Hellanthus pauclflorus 0.06 0.07 0.17% 0.09 wild bergamot Monarda flstulosa • 0.06 0.07 0.17% 1.61 stiffgoldenrod 011goneuron rlgidum 0.06 0.07 0.17% 0.94 smooth aster Symphyofrlchum laeve 0.06 0.07 0.17% 1.26 hoary vervain Verbena strlcta 0.06 0.07 0.17% 0.64 golden alexanders Zizia aurea 0.06 0.07 0,15% 0.23 common milkweed Ascle.las s dace 0.04 0.04 0.10% 0,06 butterfly milkweed Ascleplas tuberosa 0.04 0.04 0.10% 0.06 blue vervain Verbena hastata 0.04 0.04 0.12% 1.50 rough blazing star Llatrls aspera 0.03 0.03 0.08% 0.18 great biazin• star Llatrls pycnostachya 0.03 0.03 0.09% 0.13 Symphyotrlchum heath aster erlcoldes 0,03 0.03 0,09% 2,30 Forbs Subtotal 1.50 . 1.68 4.11% 23.89 Oats Avena sativa 25.00 28.02 68.50% 11.14 Cover Crop Subtotal 25.00 28.02 68.50% 11.14 Total 36,50 40.91 100.00% 70.49 Purpose: General mesic prairie mix for native roadsides,ecological restoration,or conservation program plantings. Planting Area: Taligrass Aspen Parklands,Prairie Parkland,and Eastern Broadleaf Forest Provinces. Mn/DOT Districts 2(west),3B,4,Metro,6,7&8. Back to Table 3 • 24 ••• •••'•••• • na e •••• Pond Buffer Si BOLTON Apple City of Apple Valley March 2023 & MEN K "'- 2021-155-Eagle Pointe Street and Utility Improvements Signage Valley ' N.i 7 c,-N \ • / • Fr 1 7 I \ \ l' A e: >\?// . • s.. _,' / • .5.\<K,,, \ 1 \ \ / / \.., . ,, , , i , ,. \ \ ..)-- "c ? . \ ' 4= ? \ \ \ i . � � � �___ I i g——1 `\ \\ � y ' � � �> � / t I l� \ \ \ 0v ~ / \\ /� ram "'. \ \ '\� ` \ uart i ! \ \ �� , // .( „„....„ „ / C _ \ ./•\\/-- _.... *II-, /s_„.. „_,....- . A « f. y / l f/ � n � - ~ r \\ ___. \<'' is\:> -' ...,--____---1— \ % \ t , (...1 ) NI" „.41141.'• # \\ ;.,-•''' /' -tn" 1 I tsn \..,......... , 4..,,,L , ...- -•••"'",? / ...1.7 -... .... .......,... Ablii.,..\40.. +. 4....::0-.., ,..."\*•,, I/r--1.___7 r--, r '--*-- / /- "i'ss--„ -,t`';A:'L ., •�;, I d g 4,- ` J� AL-P11.1 � o \ `. ....__ -i i c_.77.4 �. s i .-,_I ---- \ \ \ :. .......__i4 , BC Street • / / R. / ,/ 44:10, -'3,-- / r--'--I "1.11141W Aft i ti - . , .47. s -,4-•;----- 4":'••— .1141fr405, "..' .-#1'. .." — 4rs! 4.0. ' -. ,••''-'' :::-••,...," ;4.,e•--,... .., to -, 1 c--_ ti' ,.,• Kf ``fir<y ."`' r •.. t ? Qi ' e. a�� -r dr .C--- I j- m" �.♦ ; �i �,(, L�� I +� �__ ,• \ �, I ! • : `-_ /f ' 1. � AL-P13.2 i' ' r••AL-P13.1R' ^ `. - - r ; h' ':r ;t / F ~`-_��•:.-^„�1 ! 4 VI --\ w� , a �..`` '`�`.,,J -+mac<! 't : i—_—___`—4 -.-- +-`_�_._ cam __g: ---,.. g r alBlut--`_--- - -------------=-=-=-==-----=---- _______________ —340th Street :--``C�� f if ,I:.... I '-- o�+;�� l+ L__J�' r-�� I,- r i I !. I + 1 —� T--1-- 1 / "'�C�`� ..i '"1�1 1-4 ems. ,, I„„ �,I .� ! �!1_ .I I L."y� '', 1 :J ,� I 1 „R I I ! / �,»: I �- uz 1 -r~ i ..... .._ / "" ! nrs + / ^ `\ / �� ' — — !� I un: 4 / / ..``/ . `_��y`'..`t! 1 uan / / I t,- t o C s. �� //>- /� `� <sn/A\\ / c&/ "/ �___.�—�I 1 /� /� L! , •. /� \ 1-►Eer oucccns+w+ i____---Th , . LEGEND --,1 r . \ ,, Ii -----"---fe-: \ . ,,____-< r n ACCESS RESTRICTION EASEMENT THIS EASEMENT is made this day of , 2023, by Eagle Pointe, LLC, a Minnesota limited liability company (the "Landowner"), in favor of the City of Apple Valley, a Minnesota municipal corporation(the "City"). The Landowner is the fee title holder of properties legally described as follows: Lot 50,Block 1, and Outlot A,Eagle Pointe Apple Valley,Dakota County,Minnesota(the "Property"). The Landowner, in consideration of the sum of One Dollar ($1.00) and other good and valuable consideration,the receipt and sufficiency of which are hereby acknowledged,does hereby grant, and convey unto the City and its successors and assigns, a permanent easement for access restriction purposes over,under and across the property legally described as follows: A strip of land one foot in width over that part of Outlot A, EAGLE POINTE APPLE VALLEY, according to the recorded plat thereof, Dakota County, Minnesota, lying westerly of and adjacent to the westerly line of Garden View Drive, as dedicated on said plat; and A strip of land one foot in width over that part of Outlot A, EAGLE POINTE APPLE VALLEY, according to the recorded plat thereof, Dakota County,Minnesota, lying northeasterly of and adjacent to the northeasterly line of 140th Street West, as dedicated on said plat; and A strip of land one foot in width over that part of Lot 50,Block 1,EAGLE POINTE APPLE VALLEY, according to the recorded plat thereof, Dakota County, Minnesota, lying northeasterly of and adjacent to the northeasterly line of 140th Street West, as dedicated on said plat, except a 60.00 foot opening that lies 695.00 feet northwest of the most southerly corner of said Lot 50 as measured along said northeasterly line of 140th Street West. (collectively the"Easement Areas"). See drawing attached hereto as Exhibit"A." 1 This easement is granted for and limited to the express purpose of restricting vehicular access to 140th Street West and Garden View Drive, except at locations permitted by the City; it being understood: 1. The City shall have no obligation to maintain the Easement Areas, and the Landowner and its successors and assigns may sod, seed,plant and maintain the Easement Areas, provided that no driveway or other form of accessway may be constructed thereon. 2. The purpose of the easement is limited to access restriction, and the City shall have no right to utilize the Easement Areas for any other purpose by reason of this easement. The Landowner covenants with the City that it is the fee owner of the Property and has good right to grant and convey the easement herein to the City. This easement and the covenants contained herein shall run with the Property and shall bind the Landowner and its successors and assigns. IN WITNESS WHEREOF,the Landowner has caused this instrument to be executed as of the day and year first written above. Eagle Pointe, LLC A Minnesota limited liability company i(146 By: 1�1 G " Cr)7l\-- Its: 'Trtas v STATE OF MINNESOTA ) ) ss. COUNTY OF OaKatu ) On this IS day of, Ark ,2023,before me a Notary Public within and for said County, personally appeared (\at 0Iw) to me personally known, who being by me duly sworn, did say that he/she is the T('Pct w 1- of Eagle Pointe, LLC, the Minnesota limited liability company named in the foregoing instrument, and that said instrument was signed on behalf of the company by authority of its managers and acknowledged this instrument to be the free act and deed of the company. Oft (M 0° No ry Public 2 � JODI MARIE DIX iir, t Notary Public-Minnesota `r 14 �4mY Commiaefon ExPUee Jan 31,2025 This instrument was drafted by: Dougherty,Molenda, Solfest,Hills &Bauer P.A. 14985 Glazier Avenue, Suite 525 Apple Valley, Minnesota 55124 (952)432-3136 MGDlskh(66-44124) • • SKETCH & DESCRIPTION FOR: BRANDL ANDERSON ACCESS RESTRICTION EASEMENT An easement for access restriction purposes over a strip of land one foot in width over that part of Outlot A, EAGLE POINTE APPLE VALLEY, according to the recorded plat thereof, Dakota County, Minnesota, lying westerly of and adjacent to the westerly line of Garden View Drive, as dedicated on said plat. And An easement for access restriction purposes over a strip of land one foot in width over that part of Outlot A, EAGLE POINTE APPLE VALLEY, according to the recorded plat thereof, Dakota County, Minnesota, lying northeasterly of and adjacent to the northeasterly line of 140th Street West, as dedicated on said plat. And An easement for access restriction purposes over a strip of land one foot in width over that part of Lot 50, Block 1, EAGLE POINTE APPLE VALLEY, according to the recorded plat thereof, Dakota County, Minnesota, lying northeasterly of and adjacent to the northeasterly line of 140th Street West, as dedicated on said plat, except a 60.00 foot opening that lies 695.00 feet northwest of the most southerly corner of said Lot 50 as measured along said northeasterly line of 140th Street West. I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Land Surveyor under the laws of the State of Minnesota. Signed this 5th day of April,2023 For: J mes R.Hill,Inc. 8y: EXHIBIT A Ma us .Hampton, LandLtri�s�cry � ivtt Icense No.47481 No N m AT James R. Hill, Inc. m j �-- o D < i, D 0 c) A -, o N rn rE z PLANNERS/ ENGINEERS/SURVEYORS N o zo g r" N -< 2999 WEST C.R.42,SUITE 100,BURNSVILLE,MN 55306 PHONE:952.890.6044 www.lrhinc.com SKETCH & DESCRIPTION FOR: BRANDL ANDERSON ELs....22n r;�4'c� �J `e`>% � 20 4, .r2) ��is \ ;JJ 1 i �( i —_-. \ 16 �29 <4,,• 26 • \ 15 30. e % \ 14 �1•�! \J3 \ ( ? ..7 //i c1:9) V 2 ) �1� �,Q� L2°u i vy L \ `s7 `pia \ .� \ �4L�� Cc63,!� cum \ ' \ C 4 V,38/� f \ L; \ .\.10T 5042A I •\ t--,r- \-43.-\ _fr k,` ,\ 46, C. /\ / /\ \ \ ($%'. EV-- / // \�`�' BLOCK 1 ee3 \ k 'lib ,----.5 1:3k1 \\''O `, 4V OUTLOT A 1 E5 0 ac \4O4 he ,-MOST SOUTHERLY I t] \ \NT I CORNER CF LOT 50 ` \ ' O G' N'. ' N ' LU Ct N. c "ION `N',Si . o . , . tp„, ,,, . ..... M N ;40. 1 1 s' 11( N I 1 0 I I m I I '~ Scale: 1"=250' z 13 1---1 1.0'WIDE ACCESS o L. .._l RESTRICTION EASEMENT °C n. Page 2 of 2 James R. Hill, Inc. Exhibit A Legal Description Parcel 1: That part of Outlots 2, 3 and 4 of Palomino Hills Lake Shore Addition, lying northeasterly of the northeasterly right of way line of 140th Street West Parcel 2: That part of Government Lot 3 and the Northeast Quarter of the Southeast Quarter of Section 20, Township 115, Range 20, lying northeasterly of the northeasterly right of way line of 140th Street West, and lying southerly and southwesterly of Cobblestones I. Parcel 3: Outlots A, B, C &D in Cobblestones I, according to the recorded plat thereof now on file and of record in the office of the Registrar of Title in and for Dakota County, Minnesota. All parcels are in Dakota County, Minnesota Torrens property EAGLE POINTE APPLE VALLEY A descrL PERSD.8118E5E PRESENTS:That Eagle POInte,LC,a Minnesota Disked IlabiTRy company,owner of me following I gry,��aT ibed proPerD: Cg may.t That Part of Oul,,33 aura of Pslomrna Mix lake Shore Adeidan,lying northeasterly of the northeaster right of way \ BCDeeLma'E �f F_I CO be of 160thStreet West I \Svvc�,�g 4549-j02.94 I 155 4'I�WI `e That part of Governmentand me Mar,.Quarter of Ws Southeast Quarter of Section 10,Township 115,Range I r vke9.48 WI... '''''•, _ L NgO ytla•O Cj H of,CoinenortesI. TS northeasterly right or way TSTSP v4Mhsveetwen,and lyingsoumerlyantl soumwener <- \ ,\ y�T ® �wt Pest 3�I .J of V, w CO Outio.A aTMa D is CobblestoneI,according to me rewbeapu:thereof now on file and of record In the office of the �.� 9 \ 21 �3 .- �� I r6 W na Eli,-; _ _ Registrar of.xlna Mlnneso. J \ 'INSET A® O' ��"I X Das sawed eLineyedaeepia-aaasEAGGIEPDINTEAPPLSVAUETa,aaaesherebvaealoretotf.ep.d,IRmr \ a X_ c, I W publics.the poi,ways drainages.Wil!tveasemennascreareaonmh plat F r`.e \ \ SE SHEET 2 0.1 e,LLQa Minnesota llmlrea mmllty company.M1.ra:smith,we,encto he signed bvita \ __OF 3 SHEETS® d?, ., 6° poperoffin witness ver whereof saki _ ,4 • \\ \ \ �� R—'1z— 8203 Eagle Pointe.. \ k� s i __\ � \ 26 Z'a .1 =21101.31' \ 2°�s $ O I \\\ N \ TO 51 i R=223.54 BT. n 8 \ ) �\\}. \\ 27 , \ \\G_BR...slyI4.26eE mufrN OF rcOF e\�. F-11 ®\; 75--,\\ 28 ,04?,'E• ) was rise on_aavof .z0 Ti :LOCK \''S'z"T+\\ .<.N64N;1B / hIr h Instrument ,the ofEaglePrete LC, /6•.:' '•.y� iL ,rim ®\\ \ I L,T a minnewpllmlredlmblldy romps,on beM1aPofinellmrted liabBrmmpanY� nl$ter `4 ='I/II I Q t\" ``"'0, .R10 gn me aNm e�Ao" \ J°) �\ \ �-'1 4 \ ND commissionowl,u_ �'n\`"�;n eO3 O ®\\ \\ '- \ _ .' © \ nehymrtlfy that tM1s plat was premred hymearuntlnmy drenwcer4on;matlama tluty ` © \ \ _ ` EASTmiNSRm �e Surveyor mesoteor Minnesota;that mhplatnamnearepresemadnorme boundary sarsrey:thatan e"�'J:'n\ "Zs, 50 �\\1 \\\ %r\ (oAKDTAARmsNwNTr NAe oDE y OF- Licensed atmimldataaaalabelsare correctly designated on 11.8,wtail monuments depicted on this piathave been,or will \ �\ \ 's'.4;\`` puhhe ,a wtmn oflmLE that atewmr boundaries,Dbele wet laws,asaefmRESblicwasaushown Statutes.and tion label, `y'I ''� © ;y \\ xET IArm �\:0 \ as of me aa:eart a<erttl�teare sRawnana labelea not Placand an pablmwanare shown and labelea on mh \ laS "yVSfo r \\\'� \_, r-\CL;A,;r \ _ . I 8I t.�J Dated tlM aayar A<, s$ / t \v \\fl�- Dyw a'—.tom:\• se re-J I'r s 3svt\ .- so Marcus F.Hampton.u<ensmland Surveyor.Minnesota License No.47481 Imo(- B0, /m\\ \OUTLOT A\\, �O ` :},S> `�I_ �,� `z .N.SOTA i / '4.O\\\ \\\ `,1 \s'�,s,Jam; I;t 2 STATE OFCOUNTY IN Sa ;� \ INSET B N 1n- - — -�� Q\\ \\ SEE SHEET 3 \ S89"39.26'E TM1h ti,nrament was an,owmagea before menmh mvof _wMaraaRxampmn. q;rji,"��' \"',,, \ \ OF 3 SHEETS___ __\`'— 219.99 - !Ld Sugna r4 Printed Name '�'�3\ , \\`^'Is\\\ ( .,, I �.\ I`.- C] My commission expires,nuarv31, \ _ sIis„L' I� � � :�I << OtyCOUNnt,aTs'OFAPPLEVAILET,COUNTY OFDAKOTA.STATE OFMwNCOTA A<J C,.\l ,,A5yivt N�\I L.r \ •'\, -•.9 I-- ThisPlatofEAGLEPOIMEAPPLVAi(F'wasapprotretlana 5110.01 bYme CuyCou'lof me Ctl of Apple Valley,Minnesota �' `('�,, S�� ^ \\ \� \tom Y4 ` coy ['") zg0TMitingmereafbelam's dayaf zal platHmwmpllanrewlWme t' , II Ea provisions ofMinnespv statute:,Senn 5.O3,5aba.z. N te*Z \\\ I\\ t('ri �y a / R.rSr10 __� e C] Br ',ay..- CDrk - 'SLryiij"\ �/d �\ W 2 " C DAKOTACOUMY SURVEYOR.°WNW OF DAKOTA.STATE OFMINNBOTA i( <x/\ \ cog Mebycertify that in accordancesIth MinnewmSdtutes,5e<don 505Az1,5pbd 11..plat has ben reviewed and COLL2/, Q M' - approved.. day of _SW ;�\ '6) ¢ o ci 70 " c2 y Todd amnd:on,EELS CuISTO SSTSSTST " /\ a o. y `' IN FEET -y 'YS C DAKOTA COUNTY DEPARmtENTOF PROPERTY TAXATION AND RECORDS, 0 LODa 200 300 �.;A'\`\ h,s2 N ��Cj COUNTY OF DA[OTASTATE OF MLNNESOTA InETI Cl` O mwammmmnes 'azx.wBa�Brtto esRume;nme wrzD Ont..,Ilere11111¢,re described delinquent LOCOi`\ I,o-�,�PA_ eO have been paid.Also I 1 there arena de e 3�y �RT C] Pursuant to Minnesota Statutes Sectbn this_day of ��x= RINGS ARE 9ASED ON THEE.,LINE OF GUTLOT TWO, J. '1/\ e� g P TO HAVE A BEARRIIG OF50033.05.WG ILj ^Vry''A� ,y.,_ _8 rr,�•.\ T Demrtme0SOEPropmtyiaw0on acre Records PASsuMEO HILLSALOMINO VICINITY MAP ('e,`�knrC'1r'�\ •I; .,`� AmyAK • DENOTES FOLMD I/L INCH OPEN IRON MONUMENT I(`r/,,y r_ LESS OTHERWISE NOM � REGISTRAR OFTMES,COUNTY OF DANOTASTATE OF MINNESOTA UNLESS r,IA .I'I /�G.L1.aC \ 0 O SET1!_INCH 9T la INar IRON MONUMENT S. ?% hereby rertilytfar,isDt of EAGLE POINTE APPLE VAt3ES was flied infix office°,the Regeo-ar of11,far put,record on wary can MARKED RI_5.NO.47483 u r /'��Y/� DIS day of was ulyfilee in 411 Book of Pia,Page — ,a Document Number (Pun DENOTESREARING PER PUT OF COBBLFSTON•s I y Is45T W 1;1 AND PALOMINO HITS LAKESHORE ADOMON ,a SST I °y my Koeme,Registrar of Titles N NO MONUMENTSWOBOLSHOWN AT ANY STATUTE .' Hrc • ¢,I I SITE NOT TO SCALE ��_^` r REQUIRED LOCATION INDICATE A PUT MONUMENT THAT WILL BE SET WITHIN ONE YEAR FROM THE RECORDING DATE OF TICS - AST DONE.0 PHUT.SAID MONUMENTS SHALL BE<B INCH x 14INCH s¢M.T.NS R.m (DMA COUNTY NNL AND I» NPmSMARKEDB RSGa JAMES R. HILL, INC. 9-11EET 1 OF 3 SHEETS EAGLE POINTE APPLE VALLEY INSET A k = A ,,R Ns g-8s Oiv ,4kar"'" s " sz ,s,„1-w C s pyD 55:00+ \` s22 '23F` 21 9 gip' 'Y %- ` sam 1 nssssi 4> ro • 4. 'a w IA. 2425 +P 19 \ \ w k •t, 3a 'v :4'45. �S `'` NeevRyey nm Z / cv 4r8 ' 318 * a ad3•c, ` \ As a �� -• ;1 ..4. qa 3 ''/ \ \ \\ sla nDo $ ,Dr wa4g--- iso.si-, 19ry- 41cr P T' -, `1, ,�E. ,-? .. <NSF ` ):'-... \ ..,,,,sr-. .....B-r ADD r I . l'•i';9 u n �fr �w'4, \ IP'gr A."""'mF'7 \ e` \ Ps 26 i (• 11 NN va e`oa a' 's a.".. 1` ,'i N?• . "" ,� s d $P \ ``` m"°- Naemxti noD a al W 51 ?i '•Ns �' e T, 15 3 a rp4`' .. r LOP % O ., w -_"-1 .s "�st, $ *xm `"r e+ w J s t �a \ ` ° 27 s i ''�y''-' '% it,-- .a �8a a �" -5\ a / 3 ‘ a, ` m r. one n0D i S g 1.0 %;, 3 4 @a x,{ '•sf. $ ai x6 x1pw gay s,e `\ Nmwe-Nnw 1: 7.0. % 4.4•'%� �{ �1 a �' a Y 32 �6�`\ \ -\�\ s 28 s'- I N-„gac- x 1`•-- 4•r aIesg. P,off- 6k ` 'a BLOCK 1 \` # '-\ \ 0"�,�,�,`' a 1Ti a4'-5 ` ;sk , \ /% 1. $ i ""fit \ •)i y" 6L--° -.�{% 6` \ N 3r. � +��e 6 6 9 \ 5 �`' t �g OUTLOT A °, e ;,0. a ,. la c$ A-) q '43 [-'-' „ s �s�s8 s 0#d" s', Yea xs`uyw 6`y �.T s �O a�.- .. 's3 0. 1z'Q 6 ra 6 � � 6`\ \ R wm Sa rv. \ ¢a a s. D soli IN 0 Iw S' 6a'�t.k*a NO 50 [t`L a `` 'T' �____ .�' OVER ALL 0 .w `8 ,aw 9 . •° _--— Sg5•pO.Oo'W 319.82 �� .t FT ~'% se'P'r' 'Y s k_. a _'r E EAST UNE OFOUTLOTTWO, � •` [��.�a y�i - nawmIuOHILIS ExoESHONEAMMONWH¢His SJ, Y. •/% ASSUMED TO HAVE A BEARING OF s 00.39.05-w s4,; "8�2/r2�55 o Irr11,4,0 nIN0HOPENIRONMONUMENT a� a�i� � oTHPRwrs=NOTED Shy • DENOTES UP MavHls rv0.aT4H1 CH BY HII INCH IRON MaxuMExr 4 ,/ NOTE NO MONUMENTSYMBOl SHOWN AT ANY STATUTE - REQUIRED LOCKNON INDLGTESA PLAT MONUMENT THAT WILL HE SET WITHIN ONE YEAR FROMM.RECORDING DATE OF THIS PLAT.SAID MONUMENTS SHALL 411n INCHa 14 INCH IRON PIPES NAMED BY 2LS NO.4711e1 JAMES R-HILL, INC. SHEET 2OF3 92-11EETS EAGLE POINTE APPLE VALLEY INSET BSES°00.00" g�.62___—= ;ice;— —� :- -N 1 nay�i .9 wQt\ \ \, '\ 04. ------ 0. s `'s\\a \ \ %'• ,°''y� 50 �a 4 �a s J 3 S• o.Mmw.or tor30 .i6.4.0 'g". . = \ a 48 d o \\ '6\ y/ 03-4. _�F,S4 \\ ' F \ 9s m \` `\ � Y.`\ ,\ 589°39'6'E 219.99 s •Sj 'pb \ Z � i ,v Q` `\ \ nEr uxo A � , I FT �9 . \ is \ J . 49 \ i 4s3 \ \ > °$ \ l\ \ A, / 1 1 De '''',3 % ,w � as w i \ i N \ Z 3 w o All) \ � A Q O N NS 2*-2, 4:0 CD ass ' SCALE IN FEET 0 50 0 S2 0 150 • )¢ 1\:' x 0� ��a nab BEARINGS ARE BASED ON THE EAST UNE OF OUTLOT TWO, gu ASSUMED HILLS TO HAVE A SHORE BEARING OORION WHICH 0.0MINS `STR4,FT =a ASSUMEDTOIv.VEw BEARING OF 50039'05'W • DENOTES ike UNLESS OTHE WSENOTEME IN.OPEN IRON MONUMENT (1 NOTED T O DENOTES SET 1/2 INCH By 14INCH IRON MONUMENT N SHOWN AT ANrSTATUTE BE REQUIRED ONE TEAR FROMTHE RECORDING DATE OF THIS I I PLAT.SAID MONUMENTSSH.LL BE 1/2 INCH A 14 NCH -�—' IRON PIPES MARKED BE ILLS NO.4T481 JAMES R.HILL, INC. SI-E£f 3 OF 391-E'B CITY OF APPLE VALLEY RESOLUTION NO. 2021-130 PRELIMINARY PLAT APPROVAL - EAGLE POINTE ADDITION WHEREAS, pursuant to Minnesota Statutes 462.358, the City of Apple Valley adopted, as Chapter 153 of the City Code, regulations to control the subdivision of land within its borders; and WHEREAS,pursuant to Chapter 153 of the City Code,the City Planning Commission held a public hearing on an application for subdivision of land by plat on June 16, 2021; and WHEREAS, the City Planning Commission reviewed the preliminary plat for conformance with the standards of Chapter 153 of the City Code and made a recommendation regarding its approval on July 21, 2021, subject to conditions. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County,Minnesota,that the preliminary plat for the following described plat of land is hereby approved for a one-year period,to wit: EAGLE POINTE ADDITION BE IT FURTHER RESOLVED, pursuant to Chapter 153 of the City Code, that said preliminary plat approval is subject to the following conditions, which shall be incorporated into a subdivision agreement to be considered for approval at the time of submission of the request for final plat approval: 1. The plat shall be configured to have 78 lots and zero (0) outlots. 2. Approval of a final plat and subdivision agreement shall be subject to the approval of all wetland applications for the Eagle Pointe development. 3. Homeowner association documents shall be submitted to the City for review by the City Attorney prior to final plat and subdivision agreement approval. 4. Park dedication requirements are based upon the City's finding that the subdivision will create 179 residents/occupants that will generate a need for 1.71 acres of parkland in accordance with adopted City standards for park services. This required dedication shall be satisfied by a cash-in-lieu of land contribution based on 1.71 acres of needed land area at a benchmark land value of$75,000 per acre for single-family residential and$175,000 for multi-family residential, which the City reasonably determines that it will need to expend to acquire land elsewhere in order to provide the necessary park services as a result of this subdivision. EXHIBIT C 5. Storm water pond dedication shall be satisfied by the dedication of easements according to the preliminary plat, which is the land the City reasonably determines that it will need in order to provide the necessary storm water management as a result of this subdivision. 6. Dedication on the final plat of a ten foot(10')wide easement for drainage, utility, street, sidewalk, street lights, and tree plantings along the entire perimeter of Lot 78, Block 1 within the plat wherever abutting public road right-of-ways and a five foot(5')wide drainage and utility easement along all common lot lines. 7. Dedication on the final plat of a blanket draining and utility easement over and across Lot 77, Blockl within the plat sufficient to serve all units within the development, either as defined or blanket easements. 8. Installation of municipal sanitary sewer, water, storm sewer, and street improvements as necessary to serve the plat, constructed in accordance with adopted City standards, including the acquisition of any necessary easements outside the boundaries of the plat which are needed to install connections to said necessary improvements. The Developer shall enter into an agreement with the City for payment of the design of said municipal improvements. 9. Installation of pedestrian improvements in accordance with the City's adopted Trail and Sidewalk Policies,to consist of an eight foot(8')wide bituminous pathways along the north side of 140th Street West. 10. Submission of a final grading plan and lot elevations with erosion control procedures,to be reviewed and approved by the City Engineer. If the site is one(1) or more acres in size the applicant shall also submit a copy of the of the General Storm Water Permit approval from the Minnesota Pollution Control Agency pursuant to Minnesota Rules 7100.1000- 7100.1100. regarding the State NPDES Permit prior to commencement of grading activity. 11. Installation of City street trees on boulevard areas of public street right-of- ways, in accordance with species, size,and spacing standards established in the Apple Valley Streetscape Management Plan. 12. Dedication of one foot(1')wide easements which restrict direct driveway access to Garden View Drive and 140th Street West except at City approved locations. 13. Installation of a public (or private) street lighting system, constructed to City and Dakota Electric Company standards. 14. Construction shall be limited to the hours of 7:00 a.m. to 7:00 p.m. Monday through Friday. Weekend construction hours shall be not be allowed. 2 15. Earthmoving activities shall be limited to the hours of 7:00 a.m. to 5:30 p.m. Monday through Friday. 16. The City receives a hold harmless agreement in favor of the City as drafted by the City Attorney and incorporated into the subdivision agreement. ADOPTED this 12th day of August, 2021. Old ckix..w.c....D Clint Hooppaw, Mayor ATTEST: -I *driltartk, Pamela J. Gatt tetteteCity Clerk 3 CITY OF APPLE VALLEY RESOLUTION NO. 2021-131 A RESOLUTION AUTHORIZING ISSUANCE OF BUILDING PERMITS FOR EAGLE POINTE AND ATTACHING CONDITIONS THERETO WHEREAS,pursuant to Minnesota Statutes 462.357 the City of Apple Valley has adopted, as Title XV of the City Code of Ordinances, zoning regulations to control land uses throughout the City; and WHEREAS, said regulations provide that issuance of a building permit for commercial, industrial,and multiple residential uses require the specific review and approval of development plans by the Apple Valley Planning Commission and City Council; and WHEREAS, approval of such a building permit issuance has been requested for the above referenced project; and WHEREAS,the Apple Valley Planning Commission has reviewed the development plans June 16, 2021; and WHEREAS,the Apple Valley Planning Commission made a recommendation as to their approval at a public meeting held on July 21, 2021. NOW,THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota,that the issuance of building permits for Eagle Pointe are hereby authorized, subject to all applicable City Codes and standards, and the following conditions: 1. If the Building Permits are not paid for and issued within one(1) year of the date of approval, the approval shall lapse. 2. The Building Permits shall be applicable to property legally described as Lots 1-76, Block 1, Eagle Pointe Addition. 3. Issuance of Building Permits shall be subject to the approval and recording of the Eagle Pointe Addition final plat and development agreement 4. Issuance of Building Permits shall be subject to the approval of the Eagle Pointe Wetland Permit applications. 5. Construction shall occur in conformance with the site plan dated July 27, 2021, including parking lot paving and a non-surmountable concrete curb and gutter around the entire perimeter with a minimum driveway approach radius of 15' at each public street, and a valley gutter at the edge of the street pavement; subject to EXHIBIT D the construction of an additional sidewalk connection along the southeast side of the 140th Street West/Street AA intersection to Street BB. 6. All streets within the development shall be signed"NO PARKING". 7. Construction shall occur in conformance with the landscape plans dated July 29, 2021, (including sodded/seeded public boulevard area up to each street curbline); subject to submission of a detailed landscape planting price list for verification of the City's 2.5% landscaping requirement at the time of building permit application. 8. No trees shall be permitted in public easements or right-of-way unless approved by the City Engineer. 9. No trees shall be permitted below the 100-year High Water Line of all storm water ponding areas. 10. Additional landscape screening shall be installed above the 100-year High Water Line of all storm water ponding areas. 11. Construction of the villa homes shall occur in conformance with the elevation plans dated April 22, 2020; subject to the condition that the exterior materials meet the requirements set forth in Section 155.346 (4)(c) of the city code. 12. Construction of the townhomes shall occur in conformance with the elevation plans dated April 22, 2020; subject to the condition that the exterior materials meet the requirements set forth in Section 155.346 (4) (c)of the city code. 13. Site grading shall occur in conformance with a Natural Resources Management Plan(NRMP)which shall include final grading plan to be submitted for review and approval by the City Engineer; subject to the applicant submitting a copy of the General Storm Water Permit approval from the Minnesota Pollution Control Agency pursuant to Minnesota Rules 7100.1000- 7100.1100 regarding the State NPDES Permit prior to commencement of grading activity. 14. Issuance of Building Permits shall be subject to submittal and approval of final utility plans by the City Engineer. 15. Construction shall be limited to the hours of 6:00 a.m. to 7:00 p.m. Monday through Friday. 16. Prior to the issuance of Building Permits, a construction staging and construction personnel parking plan shall be submitted and approved by the City. 17. Earthmoving activities shall be limited to the hours of 6:30 a.m. to 5:30 p.m. Monday through Friday. 2 18. Earthmoving activities shall not occur when wind velocity exceeds thirty (30)miles per hour. Watering to control dust shall occur as needed and whenever directed by the Apple Valley Building Official or Zoning Administrator 19. Issuance of Building Permits and final certificate of occupancy for each dwelling unit is contingent upon the project being constructed in conformance with all the preceding conditions as well as all applicable performance standards of the current zoning regulations. In the event that a certificate of occupancy is requested prior to completion of all required site improvements, a suitable financial guarantee in the amount of 125%of the estimated cost of the unfinished improvements shall be required along with an agreement authorizing the City or its agents to enter the premises and complete the required improvements if they are not completed by a reasonably stipulated deadline,with the cost of such City completion to be charged against the financial guarantee. 20. The ongoing use and occupancy of the premises is predicated on the ongoing maintenance of the structure and all required site improvements as listed in the preceding. No alteration, removal,or change to the preceding building plans or required site improvements shall occur without the express authorization of the City. Site improvements which have deteriorated due to age or wear shall be repaired or replaced in a timely fashion. BE IT FURTHER RESOLVED that such issuance is subject to a finding of compliance of the construction plans with the Minnesota State Building Code, as determined by the Apple Valley Building Official, and with the Minnesota State Uniform Fire Code, as determined by the Apple Valley Fire Marshal. ADOPTED this 12th day of August,2021. Clint Hooppaw, Mayor ATTEST: 17/ Pamela J. Ga•4 ett ity Clerk 3 STORMWATER PONDING & BUFFER MAINTENANCE AGREEMENT This Stormwater Ponding & Buffer Maintenance Agreement ("Agreement") is made by and between Eagle Pointe, LLC, a Minnesota limited liability company (the "Owner"), on behalf of itself and its successors and assigns, and the City of Apple Valley, a Minnesota municipal corporation (the "City"). The Owner, its successors and assigns,and the City shall jointly be referred to as the "Parties." WHEREAS, the Owner is the fee owner of real property legally described as follows: Lots 1-50 and Outlot A, Block 1, Eagle Pointe Apple Valley, Dakota County, Minnesota (the "Property"). WHEREAS, the City approved the development application for Eagle Pointe Apple Valley with the requirement, among others, that fobnds and wetlands with protective buffer zones be provided in accordance with City Code § 152.57 preserving a buffer area between the lots and adjacent ponds/wetlands, and an easement to the City for purposes of enforcing this Agreement. WHEREAS, the Owner and City entered into a Development Agreement for the Property dated April , 2023 ("Development Agreement"). WHEREAS, the Development Agreement requires the Owner to execute and record this Agreement with the Eagle Pointe Apple Valley plat ("Plat"). WHEREAS, the Development Agreement requires the Owner to construct a pond (Pond 1 on Exhibits A&B),filtration basin(Filtration Basin 1 on Exhibits A&B), and buffer area (Exhibit E) around them all on Lot 50, Block 1 of Eagle Pointe Apple Valley in accordance with the approved plans and specifications identified in the Development Agreement, including but not limited to the following plans dated January 19, 2023, prepared by James R. Hill, Inc., attached hereto as Exhibits and incorporated herein: EXHIBIT E 1 Exhibit A C4.1 Grading and Drainage Plan Exhibit B C.4.2 Grading and Drainage Plan Exhibit C C.5.3 Storm Sewer Connection Exhibit D C7.0 — C7.2 Construction Details Exhibit E C.1.10 & C.3.0 Buffer Area Plan & Erosion & Sediment Control Plan Exhibit F - Seed Mixtures and Maintenance for Buffer Area Exhibit G - Buffer Signage Plan WHEREAS, Pond 1 and Filtration Pond 1 are generally depicted in the Stormwater Pond Details Sheet on C4.2, Exhibit B, Grading and Drainage excerpted below. ELEV 1006.0 ELEV I000.0 7.477. ,<�' AQUATIC r OLE=1000.0 .� f -'7 ELEV g9J0 _ 2.Q (/ L;r�\*/ !�' FILTRATION POND /,: 1 4 f r/ O EV 999 0 J (I ;. r /y NURP POND " , / / // �z_. > Or I N z r�1,i r ;1/ /. } } ELE1 a'60 {y r c�S-- 3j _,. I / r �-- I 00TT-V ELEV 9950 t/ ,\f rfr-� , \'. �- �. :2-.:1 t'0-RO/SADID/10/ :„ ,y GRADE 2 COMPOST i \/j f// w ! /. / MIX 6" PERFORATED DRAIN TILE w J INV.=995.5 NOTE; CLAY LINER TO BE SM, CL, OR Sc SOIL THAT c1 a HAS MAXIMUM PERMEABILITY OF 'Ix10-6 CM/EEC WITH a d 20% PASSING ThIE #200 SIEVE POND 1P CROSS SECTION A—A NOT TO SCALE A WERE H S,-the Buffer Area around-Pond l and Filtration Pond/Basin are generally depicted rn the Buffer Area plan-on sheet C1 10,Exhibit E as depicted below. /N \cam �PCNO 1 JJ - �4...o-° !y°�o \y ii ` g' .(4kA) *ice'•'� '*i 10YR MV4L 1002.6':a.� ,,,, •fie „ ": T� 100YR 41WR.9402'...'b 1 -� l \ N POND 90'gTOM 9 9�a*j *oe \' 3 . 16.5' WIDTH �```' +`' N BUFFER AREA �,� *a:9i. 4:44\ A.� \ FLTRATION BASIN...o1~ s \ F P*O \`d**,•- c- 10D0.0 < S.°oved.� °seo� s ✓.' .r l;; 10YR NVi 1002.514 FN '1 *s*P;r *i*o `E- 1 100YR 1-I51 1004..34 - e�i��* USE SEED MIX 35-241', **.*,•. \' MESIC PRAIRIE GENERAL N " �'*:�. `>--\ 1 WHEREAS, the purpose of installing and maintaining a 16.5 foot buffer around the 2 perimeter of the pond and filtration pond/basin is on-site storm water management and to promote the water quality and volume control of the City's water bodies. WHEREAS, the restricted use of Lot 50, Block 1 of Eagle Pointe Apple Valley and preservation of perennial vegetation as set forth herein is intended to provide significant public value (hereinafter referred to as the "Public Value") by protecting the pond and filtration pond/basin through the preservation and protection of the natural character of the Buffer Area, defined herein. WHEREAS, the Owner and the City desire to make certain mutual provisions to memorialize the allocation of responsibilities and obligations for the construction and maintenance of the ponding areas, and buffer area, as between the Parties and their successors and assigns, on the terms and conditions hereinafter set forth. NOW, THEREFORE, in consideration of the foregoing recitals, and the covenants and agreements on the part of each Party to the other, as hereinafter set forth, the Parties agree as follows: 1. Grant of Protective:Buffer Zone. In accordance with City Code § 152.57 (2022), Grantor hereby establishes a protective buffer zone over,under and across 16.5 feet of the perimeter of the pond and filtration pond/basin constructed upon that part of Lot 50, Biotic 1, Eagle Pointe Apple Valley, as depicted on Exhibit E ("Buffer Area"). - 2. Purpose. It is the purpose of this Agreement to ensure that the Buffer Area will be retained forever with native perennial vegetation that shall not disturbed,without permission from the City and any other applicable regulating_authorities and to-prevent any use of the Buffer Area that will significantly impair or interfere with the Public Value.The Parties intend that this Agreement will confine the use of the Buffer Area to activities that are consistent with the purpose of this Agreement. However, more restrictive and applicable federal, state, or local laws shall prevail in determining permitted uses of the Buffer Area. 3. Construction and Maintenance. 3.1 Construction Requirements. The Owner shall construct the pond, filtration pond/basin and Buffer Area on Lot 50, Block 1 of Eagle Pointe Apple Valley in accordance with the Development Agreement and the approved plans and specifications, including Exhibits A through G attached hereto. 3.2 Maintenance Obligations. The Owner shall maintain and repair, when necessary, the pond, filtration pond/basin and Buffer Area in accordance with the terms and conditions set forth in this Agreement (Exhibits A-F). This includes an obligation to maintain native perennial vegetation covering the Buffer Area, which shall be retained and not disturbed by the Owner, 3 unless expressly allowed herein. If at any time the pond, filtration pond/basin and/or Buffer Area fails to conform to the standards and the specifications set forth in the approved Stormwater Management Plan , including, but not limited to, the filtration Capacity, infrastructure issues, the Owner shall immediately correct the non-conformance in accordance with a City-approved remediation plan and schedule. The Owner shall submit to the City a proposed remediation plan pursuant to Section 5.1 and schedule to repair the pond, filtration pond/basin and Buffer Area to the standards set forth in the approved Stormwater Management Plan. 3.3 Snow and Leaves Removal and Prohibited Storage. The Owner shall sweep clean the private streets, driveways, parking area and walkways on the Property in April or May each year to remove from the Property all sand and salt deposited on the private streets,driveways, parking area and walkways. The Owner shall remove all tree-leaves from the Property, excluding the stormwater pond and filtration basin,after the leaves fall to the ground in October or November each year. The Owner shall not deposit or store tree leaves or snow within the pond, infiltration pond/basin or Buffer Area. 3.4 Permitted Activity within the Buffer Area. The Owner may,upon written approval from the City, perform those activities allowed pursuant to City_Code § 152 57within the Buffer Area, including: removing noxious weeds and rank vegetation as defined by Grantee, or plants on state or county noxious weeds lists by pulling, mechanical control, biological control, or spot herbicide treatments; and, use of an unitproved_access strip not more than ten feet in width with minimum impact alignment for purposes=of accessing the water across the Buffer Area. 3.5 Personal Property or Debris-_Storage Prohibited.Ahere shall be no storage or dumping of garbage debris, serviceable and unserviceable vehicles, trailers, boats, campers, equipment,mixed,municipal solid Or hazardous waste,yard waste, soil,mulches,brush, firewood or unsightly materials within the pond or filtration pond/basin or on the Buffer Area. 3 6 Buildings, Structures and Improvements. There shall be no construction or installation of anything made by man, including=but not limited to temporary or permanent buildings,structures, and improvements such as retaining walls, fencing,beaches,rocks,boulders, clothesline poles, playground equipment, impervious trails (excluding unimproved access strips) or impervious surface on the Buffer Area 3.7 Maintenance of Vegetation. The Owner of Lot 50, Block 1 Eagle Pointe Apple Valley,and its successors and assi gns,shall preserve and maintain a 16.5 buffer of native perennial vegetation on the Buffer Area Where erosion problems exist within the Buffer Area and/or continuous growth of native perennial vegetation has not been maintained in the Buffer Area, the Owner of Lot 50 and its successors and assigns shall correct the problems in accordance with a buffer establishment plan(Exhibit F)prepared by the Owner of Lot 50 and using necessary erosion and sediment control measures upon receiving the approval of the City and any other governing authority. 3.8 Invasive Species. Invasive species shall not be introduced to the Buffer Area. 3.9 Water. No activities or uses of the Buffer Area that cause soil erosion, or are 4 detrimental to water quality, are permitted. 3.10 Buffer Signage. The boundary line of the Buffer Area shall be identified by permanent markers,with one marker at every 50-foot interval along the boundary line of the Buffer Area as shown in Exhibit G. 3.11 Topography and Surface Alternation. There shall be no topographic alteration of the Buffer Area in any manner, including but not limited to grading, filling, excavation and extractions from the Buffer Area, unless approved in writing by the City prior to the commencement of the activity. The City's approval is at the sole discretion of the City. 3.12 Construction and Maintenance Costs. The Owner shall incur and pay all costs associated with construction of and maintenance of the pond, filtration pond/basin and Buffer Area. 4. Inspections. 4.1 The Owner shall conduct monthly inspections of the pond,filtration pond/basin and Buffer Area, at the Owner's sole cost and expense, to ensure the infiltration rates per the approved Stormwater Management Plan and a healthy plant community is maintained. If necessary, the Owner shall repair the pond, filtration pond/basin and Buffer Area if the infiltration rates per the approved Stormwater Management Plan or healthy plant community is not in conformance with the standards set forth therein. Repairing landscape and vegetation to maintain a healthy plant community may include replacement of dead or diseased plants, vegetation or mulch and removal of noxious weeds, litter, sediment or other debris 4.2 The City shall have the right, but not the obligation, to monitor compliance with the provisions of this Agreement. The City and its contractors are permitted to enter the Property over and across the drainage and utility easement located on the Property as dedicated on the Plat to conduct monitoring and perform any required remediation required pursuant to Section 5.2 herein. 5. Remediation and Waiver of Rights. 5.1 Remediation Plan. If the City determines that the Owner has failed to perform the Owner's obligations under this Agreement, the City shall notify the Owner of the deficiency in writing.The Owner shall submit a proposed remediation plan and schedule to the City within thirty (30) days after receipt of such notice. If the City approves the proposed remediation plan and schedule, the Owner shall perform the remediation in compliance therewith. If the proposed remediation plan and schedule are not acceptable to the City, the City shall notify the Owner of the deficiency, and the Owner shall submit a revised plan to the City within fourteen (14) days after receipt of such notice. 5.2 Failure to Repair. If the Owner fails to submit a proposed remediation plan and schedule to the City as prescribed above, or fails to implement a City-approved remediation plan to correct a deficiency in the performance of the Owner's obligations under this Agreement, then 5 at the sole cost and expense of the Owner,the City shall have the right,but no obligation,to prepare a remediation plan, enter the Property and complete all work necessary to correct the deficiency. 5.3 Reimbursement to the City. The Owner shall reimburse the City within thirty(30) days after receipt of an invoice from the City for any and all costs incurred by the City in connection with preparing a remediation plan to correct a deficiency in the performance of the Owner's obligations under this Agreement and all work completed by the City to correct the deficiency. 5.4 Waiver of Rights. If the Owner does not timely reimburse the City, the City may recover its costs by levying a special assessment against the Property. The estimated amount of the assessment is$12,500.00.The Owner, on behalf of itself and its successors and assigns,hereby acknowledges the benefit of such maintenance to the Property and waives any rights to hearings or notice of hearings relating to the levying of any City assessments up to the estimated amount of $12,500.00 or the right to contest the assessments under Minnesota Statutes § 429.081. 6. Standards for Performance. Any act of construction, maintenance, or repair to be performed under this Agreement shall be performed in a good and workmanlike manner pursuant to sound engineering practices and in compliance with all applicable governmental requirements. 7. Association. The Owner may authorize and permit an association,_comprising of the lot owners, including the Owner and its successors or assigns, and contractors retained by the Owner or said association to perform the obligations of the Owner herein subject to restrictions set forth herein. Nothing herein shall prevent the Owner or an association from establishing rules and regulations regarding the use,maintenance and access to the Buffer Area that are not in conflict with the terms of this Agreement. = - 8. Amendment,Release or,Termination. Notwithstanding anything herein to the contrary, no amendment, release or termination of any of_the provisions of this Agreement shall be effective or may be filed of record unless the Owner and the City consent to the amendment,release or termination. Such consent must be evidenced by a resolution duly approved by the City Council, or successor body. The Owner, on behalf of itself and its successors and assigns, expressly acknowledges and agrees that the City has no obligation whatsoever to approve or act upon any proposed amendment, release or termination, may withhold or delay consent for any reason or no reason whatsoever, any may condition consent upon such terms as the City deems desirable. The Owner, on behalf of itself and its successors and assigns, further agrees and covenants, consistent with this acknowledgment, not to institute any legal proceedings against the City on the grounds that the City failed to respond appropriately to a proposed amendment, release or termination and to indemnify the City against any expense, including litigation costs,which the City incurs as a result of any violation by that party of this covenant. The City may, at any time, give up the right to approval granted hereunder, said action to be 6 evidenced by City Council resolution or other format approved by the City Attorney. 9. Duration. This Agreement shall constitute a covenant running with the Property and shall be binding upon and inure to the benefit of the Parties, and any and all of their successors and assigns. 10. Recording Agreement. The Owner shall record this Agreement with the Plat and provide the City with a copy of the recorded Agreement. 11. Governing Law. The laws of the State of Minnesota shall govern the interpretation, validity, performance, and enforcement of this Agreement. 12. Notices. Except as is provided below, any notice required by or sent pursuant to this Agreement shall be sent by certified mail, return receipt requested, to the following addresses or such addresses as may be specified in writing: Owner: Eagle Pointe, LLC - City: City of Apple Valley Attn: City Clerk 7100 147th Street West, AppleValley, MN 55124 13. Recording. The City is authorized to record or file any notices or instruments appropriate to assure the perpetual enforceability of this Agreement. For such purposes, the Owner appoints the City as Owner's attorney-in-fact to execute, acknowledge and deliver any necessary instrument on Owner's behalf. Without limiting the foregoing, Owner agrees to execute any such instrument upon request. 14. Counterparts. This Agreement may be executed in one or more counterparts and will become effective when one or more counterparts have been signed by the Owner and the City. 7 15. Severability. The provisions of this Agreement are severable from any other provision of this Agreement. Should any provision of this Agreement for any reason be unenforceable,the balance of the Agreement shall nonetheless be of full force and effect. IN WITNESS WHEREOF, the Parties have caused this instrument to be executed as of the e day and year first written above. CITY OF APPLE VALLEY Eagle Pointe, LLC By: Clint Hooppaw By: Its: Mayor - Its: Manager By: Pamela J. Gackstetter Its: City Clerk STATE OF MINNESOTA ) ) ss. - COUNTY OF = ) - The foregoing instrument was acknowledged before me this day of 2023, by -_ , the_Manager of Eagle Pointe, LLC, a Minnesota limited liability company, on behalf of the limited liability company. Notary Public 8 STATE OF MINNESOTA ) ) ss. COUNTY OF DAKOTA ) The foregoing instrument was acknowledged before me this day of 2023,by Clint Hooppaw and Pamela J. Gackstetter,the Mayor and City Clerk of the City of Apple Valley, a Minnesota municipal corporation, on behalf of the municipal corporation. Notary Public THIS INSTRUMENT WAS DRAFTED BY: Dougherty, Molenda, Solfest, Hills &Bauer P.A. 14985 Glazier Avenue, Suite 525 Apple Valley, MN 55124 (952) 432-3136 9 IFGEND V ` 1 C WATERMAIN OSTING DIMING SANITARY SEWER w ' \\ �(\ j,_ t35TF1 I\� p—w ® < ®COSTING STORM SEWER wCCill .� \ i T -_.\ �5 C NG UOIT PO POWER utE —N d COSTING...' ••\ /'/ /\/f _ LE ® DOMING SDP PEDESTAL /. DOMING CURB&GUTTER GO 'al ,. 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PROPOSm TEMPLftPRY ROtl(CONSTRUCDON ENRiM'CE � 44 % `+ . �`, +�\ k , `� .::Y�� ®OiVlO R040��0 \:,... / .i / j F ESE 3 �\ \ 'S\` 1 � � � �'e®OBq` \ , \ :I i CIS Jl \ O \ \ \ A �\ e° Imo` } L�\\ �'..\ N..n® mrxonn. vm 111,..111.,-!: \ ``'� ` 3..94.,f 00` � Hs,�Tww.Afr sE �� o l r. \\ tff 3e1 \ ♦ ♦O • YY.< \ y : OAe !®tee, € \ § ! \ ♦ OOi o ®B,e 4 \ \ ‘,' --.":\. \\.\\II* \-::,-, :, \—• ...‘.4,-, -'. ../P - ‘‘`•• '✓ \ '\ >. • a zW s \ I ,:o.$®s�o a' Ngca '� � g'i R NAM . ti n ,;\ \ ; ,.mnffm�\ �, k��. q DRAWN BY S Ra.MAxRx9?A.�,"\. �. � � '� DATE 4 REVISIONS \`:••4 77 m z • m �= v ij(_ c�`�'j� LL__ttYY'-'- CAD FlLE ":J•800YPVYharsbe1YYM. 238TO ERC } f4.�'ON � SCALE IN FEET t#i f/O�u•` SD Too ,w PROJECT NO. 23E10 Ye. w test C3.0 Basic Seed Mixture Design Information The following recommendations are Intended to provide general guidance for the areas in which mixtures listed should be used, Note that within each mixture tabulation,at the end of this manual,there is a brief description of the mix and what it was developed for. The seeding rates listed are for roadside establishment and initial erosion control. The rates are somewhat higher than rates used for seeding parkland fields and other non-roadside areas. General Seed Mixture Overview Table 1 Recommended Seed Mixtures Seeding Rate Purpose Mixture (lbs/acre) Maintenance Fall Cover 21-112 100 N/A _ Spring/Summer Cover 21-111 100 N/A Temporary Soil-building Cover 21-113 110 N/A 1 to 2 years of Cover 22-111 30.5 N/A 2 to 5 years of Cover 22-112 40 N/A 41?J;,Gt. ^r1Y'}s;.=-ez':�,.'.�';,:y,z yi�L '{�,v�,r: 4�:fiX 9;d` ,n�2.u'tryq;CC. i.h -�gxT��i,4 I • , i:,s --.rri- �. :ay.''.y"n c a-rj�..�y.zl-'�`,ter -..'C •` ,� ;S, ('� �Y�',��} ij5� 'i' aE��s �f r�•,I y� S t'� � a�, � Ji��t �.c,v�'sle"k 1� �p��},,�E (;E}r 1 ��5G IS sr �t't• �- rr IWIEK� t. irli '- �i h'3.t '*t;x''��sa :l�iy � 1 .1N r4VP -;1:�' '" pp +A*140P..� ''of iVt �t i; (li : t t� 1,�,l e�:'h i TttT.�F1 lam" t, tr•. 4 r..� `rr�.[s- Sandy Roadside 25-121 61 Mow up to 3 times per year General Roadside 25-141 59 Mow up to 3 times per year General Commercial Turf 25-131 220 Mow a minimum of once per 4 weeks Residential Turf 25-151 120 Mow a minimum of once per 2 weeks Agricultural�b Area Roadside y 25-142 45 Mow up to 3 times per year ,S(Gi.�t�.Vf�_s. �t3� ,y�,1C`"+.�F ..,-.,. }:q.5%J"}y'•'._;,5�3��.�Xy W:P•�.�'"�Y�),��y. - ��,��Yl��F�.2�. .Y ..f .�'q'� '"� 'Lt ! -lSl L'l. (�r (s .rye F` �E ' "r a�.e , `' .i' ,:�y�'� , '�}�' W�Y' t ;isi �. Z x 4.� s..:'r{Sx' v is v��ta^x: L'4:�?�L'!.sk�..ti.? r. 4'(�S'�2 ?��}}{''�.> �f �r't�e:=i� SOR t'P( ,'j.�i,' ',Sly '*M i i Ponds&Wet Areas in Central, Southern and Western MN 33-261 35 Ponds&Wet Areas in Northeast MN 33-361 35 _ Sandy/dry Areas-Short Grasses 35-221 36.5 To reduce weed establishment,mow 2 to 3 times(30 days apart)during 1 General Roadside 35-241 36.5 year with the mower deck about 6"-8" Wet Prairie 34-262 14.5 off the ground. Mow one time during Native Riparian areas in Central, the 2 year before weeds set their • Southern,and Western MN 34-261 31.5 seeds. Burn or mow once every 3 to 5 Riparian areas In Northeast MN 34-361 31.5 years following the Initial 2 years of Partly shaded roadsides In maintenance to remove dead plant Southern and Western MN 36-211 34,5 material and stimulate new seed. Partly shaded roadsides in Northeast MN 36-311 33.5 Partly shaded roadsides In Northwest MN 36-411 _ 35,5 Partly shaded roadsides In Central MN 36-711 35.5 • EXHIBIT F 5 Stormwater South& 33-261 West Common Name Scientific Name Rate(Iblac) Rate(kg/ha) %of Mix Seedsl sq ft (by weight) big bluestem Andropogon rgerardil _ 2.00 2,24 5,72% 7.35 frinjed brome Bromus ciilatus 2.00 2,24 5.73% 8,10_ Virginia wild rye Eiymus virginicus 1,50 1.68 4.28% 2,31 fowl bluegrass Poe palustris 1.06 1.19 3.03% 50,70 slender wheatgrass Elymus trachycaulus 1.00 1.12 2.85% 2.53 switchgrass Panicum virgatum 0.38_ 0.43 _ 1.07% 1.93 prairie cordgrass Spartina pectinate 0,38 0.43 1,07% 0.91 Indian grass Sorghastrum nutans 0.12 0.13 0.36% 0,55 Calamagrostis bluejolnt canadensis 0.06 0,07 _ 0.18% 6,40 Grasses Subtotal 8.50 9.53 24.29% 80.78 awl-fruited sedge Carex stipata 0.25 0.28 0.71% ' 3.10 dark green bulrush Scirpus atrovirens 0.19 0.21 0.54% 31.70 woolgrass Scirpus cyperinus 0.06 0.07 0.18% 39,00 Sedges&Rushes Subtotal 0.50 0.56 1.43% 73.80 golden alexanders Z'lzla aurea 0.20 0.22 0.56% 0.79 autumn sneezeweed Helenium autumnale 0.13 0,15 0.36% 5.97 marsh milkweed Ascleplas incarnate 0.11 0.12 0.32% 0.20 leafy beggarticks Bidens frondosa 0,11 0,12 0.31% 0.20 Canada anemone Anemone canadensis 0,07 0.08 0.19% 0.20 obedient plant Physostegia virginlana 0.07 0.08 0.21% 0.30 tall conefiower Rudbeckia laciniata 0.07 0,08 0.21% 0.37 Symphyotrichum New England aster novae-angllae 0.07 0,08 0.19% 1.56 flat-topped aster Doellingeria umbellate 0.06 0.07 0.17% 1.50 spotted Joe pye weed Eutrochlum maculatum 0.06 0.07 0,18% 2.19 blue vervain Verbena hastata 0,05 0.06 0.15% 1.85 Forbs Subtotal 1.00 1,12 2.85% 15.13 Oats Avena sativa 25.00 28,02 71.43% 11.14 Cover Crop Subtotal_ 25,00 28.02 71,43% 11.14 Total 35.00 39.23 100.00% 180.85 Purpose: Stormwater pond edges,temporarily flooded dry ponds,and temporarily flooded ditch bottoms. Planting Area: Tailgrass Aspen Parklands, Prairie Parkland,and Eastern Broadleaf Forest Provinces. Mn/DOT Districts 2(west),3B,4,Metro,6,7&8. Back to Table 3 13 35-241 Mesic Prairie General %of Mix Common Name Scientific Name Rate(Ib/ac) Rate(kglha) Seeds/sq ft (by weight) �big bluestem Andropogon gerardii 2.00 2.24 5,48% 7,35u Indian grass Sorghastrum nutans 2.00 2.24 5,48% 8.82 side-oats grama Bouteloua curtipendula 1.60 1.79 4.39% 3.53 Schlzachyrlum little bluestem saoparlum 1,60 1.79 4.39% 8.82 nodding wild rye Elymus canadensis 1.17 1.31 3.20% 2.23 slender wheatgrass Elymus trachycaulus 1.00 1,12 2,73% 2.53 kalm's brome Bromus kalmll 0.50 0.56 , 1.37% 1.47 prairie dropseed Sporobok,s heterolepls 0.07 0.08 0.18% 0.39 switchgrass Panlcum vlrgatum 0,06 0.07 0.17% 0,32 Grasses Subtotal 10.00 11.21 27,39% 35.46 black-eyed susan Rudbeckla hirta 0.31 0.35 0.86% 10.56 purple prairie clover Dalea purpurea 0.19 0.21 0.51% 1.03 Early Sunflower Het/cysts hellantholdes 0.13 0.15 0.34% 0.29 blue giant hyssop Agastache fcenlculum 0,06 0.07 0.15% 1.82 lead plant , Amorpha canescens 0.06 0.07 0.15% 0,25 Canada milk vetch Astragalus canadensis 0.06 0.07 0.17% 0.39 white prairie clover Dalea candlda 0.06 0.07 0.17% 0.44 Canada tick trefoil Desmodium canadense 0.06 0.07 0.18% 0.13 stiff sunflower Hellanthus pauclflorus 0.06 0.07 0.17% 0.09 wild bergamot Monarda fistulosa 0.06 0.07 0.17% 1.61 stiff goldenrod 011goneuron rigldum 0.06 0,07 0.17% 0,94 smooth aster Symphyotrichum laeve 0.06 0.07 0.17% 1.26 hoary vervain Verbena stricta - 0.06 0.07 0.17% 0.64 golden aiexanders Zizia aurea 0.06 0.07 0.15% i .23 common milkweed Ascleplas syr/aca 0,04 0.04 0.10% 0.06 butterfly milkweed Ascleplas tuberosa 0.04 0.04 0.10% 0,06 blue vervain Verbena hastata 0.04 0.04 0.12% 1.50 rough blazing star Llatris aspera 0.03 0.03 0.08% 0.18 great blazing star Llatrls pycnostachya 0.03 0.03 0.09% 0.13 Symphyotrichum heath aster erlcoldes 0.03 0.03 0.09% 2,30 Forbs Subtotal 1.50 1.68 4.11% 23.89 Oats Avena sativa 25.00 28.02 68.50% 11.14 Cover Crop Subtotal 25,00 28,02 68.50% 11.14 Total 36.50 40.91 100.00°/0 70,49 Purpose: General mesic prairie mix for native roadsides,ecological restoration,or conservation program plantings. Planting Area: Tallgrass Aspen Parklands, Prairie Parkland,and Eastern Broadleaf Forest Provinces. Mn/DOT Districts 2(west),3B,4, Metro,6,7&8. Back to Table 3 • 24 ••• .... ••••• •••• & MENK •••• 2021-155-Eagle Pointe Street and Utility Improvements Pond Buffer Signage Apple II City of Apple Valley March 2023 e BOLTON Valley , , , / i \ i - , -_. -, / '.\ \\ \ ,./ A \ \ r- , i x ...., // \ , ../- z \ \ / N / \\ 15,\(\ 4 , \ , 4- r ! \ \ / ,--. \ \ -- \ -,.• ) ---s, .4- N /V\ /--- \ r \ 9, , N / r r ' ; ' ' \ \ N< Y •,./ .„... -1, , /----, \ 17 / :7----, \ \ /\ \,,,- •-i-,,,,\,...„. \C \ _ ..\ • ..„/„, t-.7•_:,i< ,,,,vasss I 15'1 1 i k .„,-/:-.,e, ; -------'" \ \ '• \ \ \ 44'4\ N NJ \ '› I _____- _---, • , -- ,.....---;,...-\ \ \ ' 71; —- \ \ < \ > \ ,.... ,, '......, ,.. rNi )'\N /,.4.''',?,‘'',\':.1*, '\t:4'/ ,,, fi 4 • It- / -------______ .... \ , ..„„ ---, ..-,/,./ / A ‘''‘‘ -s. .,- . ,,,, •\;., e, 1 15599 ,... \ \••••,;, \ < / „ , z :-:-.--' --__ --,-—______ 7,-.,-- ,, -...--:-- __. , r5.1 ,,,,,,,...„...... 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The Landowner is the fee title holder of properties legally described as follows: Lot 50, Block 1, and Outlot A, Eagle Pointe Apple Valley, Dakota County,Minnesota(the "Property"). The Landowner, in consideration of the sum of One Dollar ($1.00) and other good and valuable consideration,the receipt and sufficiency of which are hereby acknowledged,does hereby grant, and convey unto the City and its successors and assigns, a permanent easement for access restriction purposes over, under and across the property legally described as follows: A strip of land one foot in width over that part of Outlot A, EAGLE POINTE APPLE VALLEY, according to the recorded plat thereof, Dakota County, Minnesota, lying westerly of and adjacent to the westerly line of Garden View Drive, as dedicated on said plat; and A strip of land one foot in width over that part of Outlot A, EAGLE POINTE APPLE VALLEY, according to the recorded plat thereof, Dakota County, Minnesota, lying northeasterly of and adjacent to the northeasterly line of 140th Street West, as dedicated on said plat; and A strip of land one foot in width over that part of Lot 50,Block 1,EAGLE POINTE APPLE VALLEY, according to the recorded plat thereof, Dakota County, Minnesota, lying northeasterly of and adjacent to the northeasterly line of 140th Street West, as dedicated on said plat, except a 60.00 foot opening that lies 695.00 feet northwest of the most southerly corner of said Lot 50 as measured along said northeasterly line of 140th Street West. (collectively the"Easement Areas"). See drawing attached hereto as Exhibit"A." 1 EXHIBIT F This easement is granted for and limited to the express purpose of restricting vehicular access to 140th Street West and Garden View Drive, except at locations permitted by the City; it being understood: 1. The City shall have no obligation to maintain the Easement Areas, and the Landowner and its successors and assigns may sod, seed,plant and maintain the Easement Areas, provided that no driveway or other form of accessway may be constructed thereon. 2. The purpose of the easement is limited to access restriction, and the City shall have no right to utilize the Easement Areas for any other purpose by reason of this easement. The Landowner covenants with the City that it is the fee owner of the Property and has good right to grant and convey the easement herein to the City. This easement and the covenants contained herein shall run with the Property and shall bind the Landowner and its successors and assigns. IN WITNESS WHEREOF,the Landowner has caused this instrument to be executed as of the day and year first written above. Eagle Pointe, LLC A Minnesota limited liability company By: Its: STATE OF MINNESOTA ) ) ss. COUNTY OF ) On this day of , 2023,before me a Notary Public within and for said County, personally appeared to me personally known, who being by me duly sworn, did say that he/she is the of Eagle Pointe, LLC, the Minnesota limited liability company named in the foregoing instrument, and that said instrument was signed on behalf of the company by authority of its managers and acknowledged this instrument to be the free act and deed of the company. Notary Public 2 This instrument was drafted by: Dougherty, Molenda, Solfest, Hills & Bauer P.A. 14985 Glazier Avenue, Suite 525 Apple Valley, Minnesota 55124 (952) 432-3136 MGD/skh (66-44124) 3 SKETCH & DESCRIPTION FOR: BRANDL ANDERSON ACCESS RESTRICTION EASEMENT An easement for access restriction purposes over a strip of land one foot in width over that part of Outlot A, EAGLE POINTE APPLE VALLEY, according to the recorded plat thereof, Dakota County, Minnesota, lying westerly of and adjacent to the westerly line of Garden View Drive, as dedicated on said plat. And An easement for access restriction purposes over a strip of land one foot in width over that part of Outlot A, EAGLE POINTE APPLE VALLEY, according to the recorded plat thereof, Dakota County, Minnesota, lying northeasterly of and adjacent to the northeasterly line of 140th Street West, as dedicated on said plat. And An easement for access restriction purposes over a strip of land one foot in width over that part of Lot 50, Block 1, EAGLE POINTE APPLE VALLEY, according to the recorded plat thereof, Dakota County, Minnesota, lying northeasterly of and adjacent to the northeasterly line of 140th Street West, as dedicated on said plat, except a 60.00 foot opening that lies 695.00 feet northwest of the most southerly corner of said Lot 50 as measured along said northeasterly line of 140th Street West. I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Land Surveyor under the laws of the State of Minnesota. Signed this 5th day of April,2023 For: J.mes R.Hill,Inc. EXHIBIT A Ma us Hampton, Land St r y , icense No.47481 IN) o James R. Hill, Inc. W o -� o PLANNERS/ENGINEERS/SURVEYORS N zo ", N 2999 WEST C.R.42,SUITE 100,BURNSVILLE,MN 55306 PHONE:952.890.6044 www.jrhinc.com SKETCH & DESCRIPTION FOR: BRANDL ANDERSON n e`.)` '\\20 x� ��. ��19 ) CI, J2'' \` '° 25� \ is �s �,,` 2a • \ 15 30� Q(j.� :1 \ 14 13> V31^ < / p �v'2A 32 . ,� / k ^. \ 11 �1 1�. L2EiJ / bx trti \ �c� c ��' s '� \\ ``OX \ N° 5%\ C) v ` ei /4/ 39 \\ \3'� �(4o) \\ \ .\LOT 50 42_\ • o� �� ^� L�� ,cam L _— m �` v47 \� I 11,, / // \P`�' " BLOCK 1 c� I \ `s spy 1 '° \ "kk- scb. ,---1 '7' \ o� as OUTLOT A `> \\�'O4S O r—MOS SOUTHERLY \ rT I CORNER OF LOT 50 5 PI GJ '--- W I N z`4' r ''ikc-� . ° L N N S 0c j1:) N r--- (. o l I `-I I N Scale: 1"=250' z I— U 1--7 1,0'WIDE ACCESS "' L-_I RESTRICTION EASEMENT a Page 2 of 2 James R. Hill, Inc. ••• •••• •••••• ••• • 2021-155 - Eagle Pointe Street and Utility Improvements 140th Street Bituminous Trail Cost Split m BOLTON Apple .. City of Apple Valley June 2022 — & MEN K Valley X w /_4,,,, , , \ \- \ \ ��, o / A 7 \ / / v , � \ .1, � / V A \ / V i - ,.z,li i - \ \ /�\ 1. ,�_ ift / / it — , - - _ . 4-. F-L: * 0 \ , O /„......... ,— — ailiiiiiIM G __ it_ \ , Ift „ ,' i I___. _ -- , , ____. \ \\ / _..,,c, _ _ _ _ _ z BC �, 0 Street * v ift -- -- ---_, /7" 4•-• - __ // C010 i , „ „ , _ _ _ _ __ v, ,__ _ _ _ im __,, , _________ __,,, ,s,\ _ _ J l ICI a, 8C St . . ; �n r I ; I ---------------- ------- zyz - -----, E m _ I11 = 140th Street - - .7_] _ `° I I u GJ T — - - — — .�, .• I _�. I i I I �, z / I . I 1 A_ ..i / I ! 1 I L _ I \ / I �� I I I f / , . i f4s---- - /-- / t / I 7‹ \ \ / \ 4-;...., *II _____ 11 tiket / \ v r ,./ \ -- -- N7 '-1 _%` LEGEND �. r' �� ; \ /l �� ,� -,�. PROPOSED 140TH STREET TRAIL-CITY COST ti � i A\ � \ \ \\, \ V A \ \ \ �\ I �'\ / - � PROPOSED 140TH STREET TRAIL-DEVELOPER COST Z �" / Ra n ••• •••• I Public Storm Sewer Cost Split 1—.. fa) ••••• •••• ••• • 2021-155 - Eagle Pointe Street and Utility Improvements i , BOLTON Apple ,. City of Apple Valley June 2022 X & MENK Valley 1,, 171E7 11.1 / / ,,- / _.,,.., jerti \ \ \ --/\ \ \ / \ - - ----0 / \ \ \ \ N i \ / /,/ / Y I \ \ / \ \ /,., ,,- - i t. I I \ , , y q I I / 44-* , / \ 4 \ \ \ 4\ \ \ \ \ \ •‘. , \,4;- )---- — /Ili oir -- 4 I \ _ --< Itik: , \ 1 )-,.-it atc\, / „.., \ -ip, 0 \ /\ i / 47744-. -r ' 1 BC Street -- \ -- « - ----<--- ,- --- Pond 4 l,./ \ _ __ /, \ z/ Pond- z/ ---- Ln--- *`----- — / - ---_ --, . ,.. „ r -----------" : — <<----- <<-----"----.: </---------1<<---- - __ — 44 «---.------' -- -- / , , „ A \ / _______........ ' I Pond 1 ----_ -, -L. 140th—Street # " « --------____--:---- — 0-, v t Eill_, •:, - 1 ,‘• CIJ I 0 .,. - •-irt. .- \ Q C - - v . h j 1--- 1 1 _ aJ I -v 1 ii ,/ .., I i # >.,, i i — ---- \ /1 1 / 44 I I h I ..L.. I ,L_ I s'" I z ‘; 1 \ / E t i 44 --- ----' -E 4 -- --e-, 1—_—___ .___/ I \ i ..... -I / / AL-P4 1 I v< --V11---,- 1 ,J / / . •_ , 1 1 L, 9 ALP8 _J I — — --1 ' pow 1 —cAL-P7 / •-., \Ilk* I _ 4.41(` I - • I ___ --`47'if .. \ \ ,L• \ — I L \ ,/ 1 -- „•,/ il II, 1 _ _ _____ . 1 /..., . y \ \ ,ed-- _____ 7 - 1 -- lic 'A- LEGEND a:4-#;'?- "" V \ i9 ---t" ---- 7 lip/ \- \ c,1c/X ,...' No , . — 7 N-- 7 , ' , I - _ - ,,, » EXISTING STORM SEWER ,\ SN d- u< / • / N?'Z N—>> PROPOSED PUBLIC STORM SEWER-CITY COST ',,),i"-•4- / \ \ 7". i ir f i k .(. ./ ,1 A., \ .—>>—ii—>>—4 PROPOSED PUBLIC STORM SEWER-DEVELOPER COST ' il 4. \ AL-PS I----- 11164p*-\ „, - .—» PROPOSED PUBLIC STORM SEWER-COST SPLIT \ \ • '4\ \ / / \ . e , e—» —•—>>—4 PROPOSED PRIVATE STORM SEWER-DEVELOPER COST ->. \ \ ,ift ' ?' z \`'t- \ / \ I I \I \ -----a mi,. ...i N'''—' =ifffit' ••• •••• A le Eagle Pointe City/Development Cost Split ® &MLE N K pp Valley Apple Valley,MN December 2021 Real People.Real Solutions. (01310 EEI s IAlliP .1-----____ t — li\ 1 IL 1 / ____________ 1.,,,,, ,_ „ia \ J 1P / ti N f 6© 1g7tN'� C` Cj '5' i-- V.E \ 5, vnp 4e # _u_ , ,, , ,_ . .s. 4,. _ ,_ 7, / m% 4111p## boaCii Legend e W Development Pond Subwatershed "' so ``o� 41iik �. 8P-SURCHA'RGE kk City ® 1 Pond Owner Flow j ent Development Development 149.3 % WA 0 300 TOTAL Feet City 267.9 % Source: U IN J � � I I V / I \ /� •••• ITEM: 4.1. ..... •••• Apple COUNCIL MEETING DATE: April 27, 2023 Valley SECTION: Consent Agenda Description: Adopt Resolution Awarding Agreement for Project 2023-105, 2023 Street Improvements Staff Contact: Department/ Division: Brandon Anderson, City Engineer Engineering Division ACTION REQUESTED: Adopt resolution awarding agreement for Project 2023-105, 2023 Street Improvements, to McNamara Contracting, Inc., in the amount of$1,169,948.40. SUMMARY: On April 11, 2023, one (1) bid was received for the 2023 Street Improvements project as described within the attached bid tabulation. Base Bid was $856,976.13. McNamara Contracting, Inc. submitted the low base bid in the amount of$856,976.13. Two (2) Bid Alternate items were included in the bid. Bid Alternate No. 1 was submitted in the amount of $142,214.30. Bid Alternate 1 is recommended for award at this time and is under the engineer's estimate of$220,117.68. Scope of work included in bid alternate 1 includes additional pavement mill and overlays for some street sections on major roadways that needed additional repair beyond patching. Bid Alternate No. 2 was submitted in the amount of $170,757.97. Bid Alternate 2 is also recommended for award at this time and is under the engineer's estimate of$251,147.38. Scope of work included in Bid Alternate 2 includes additional pavement mill and overlays for some street sections on major roadways that needed additional repair beyond patching. McNamara Contracting, Inc. submitted the only and low base bid including Bid Alternate 1 and Bid Alternate 2 in the amount of$1,169,948.40. The bid was under the overall estimated cost of$1,357,705.10. During the design process for Project 2023-104, 142nd Street W. Street and Utility project it was determined that the scope of the project needed significant additional utility repair beyond the original scope and budget. Due to the large scope change, Project 2023-104 will be moved from a 2023 construction to a future date determined in the Capital Improvement Plan review process. It is also recommended by staff that the road improvement funds designated for street reconstruction of 142nd be utilized for other mill and overlay and pavement reconstruction projects for the 2023 construction. The roadways being added to the 2023 street improvements are all streets that were constructed in the mid 1980's and have only received one or no mill and overlay to date and can be completed without utility work. The City of Apple Valley 2023 Capital Improvement Program identifies potential street reconstruction and maintenance work. The scope of the project consists of the following: • Galaxie Avenue Trail Resurfacing (McAndrew Rd to 135th St W.) • Cobblestone Lake Parkway Pedestrian and ADA Compliant Improvements • Annual Ring Route Concrete Repairs • Gate Valve Replace/Repair • Water Main Break Street Patching • Scott Highlands Middle School Pedestrian Crossing Improvements • Pavement Preservation(Mill and Overlay) o 132nd St Court o Fordham Court, o 135th St Court • Flair Court Street Pavement Reconstruction • Mill and overlay at multiple locations throughout the City A map of the proposed project area is attached (Figure 1). A standard City agreement will be utilized for this project. BACKGROUND: On October 13, 2022, City Council adopted Resolution Number 2022-142, directing the preparation of plans and specifications for Project 2023-105, 2023 Street Improvements. On March 9, 2023, City Council adopted Resolution Number 2023-46, approving plans and specifications and directing receipt of sealed bids for Project 2023-105, 2023 Street Improvements. This project is scheduled for construction in 2023. BUDGET IMPACT: Project costs and funding included in the preliminary 2023 operating budget are summarized as follows: Estimated Project Costs: Budgeted Estimated Costs Awarded Costs: Costs Construction Cost $430,000.00 $410,000.00 $856,976.13 (original 2023-105 scope) Construction Cost for 1,185,000.00 575,931.00 312,972.27 Additional Street Reconstruction Construction 40,000.00 86,942.00 116,994.84 Contingency Engineering, Contract 80,000.00 150,000.00 233,989.68 Admen, Inspection, Testing, Survey Total Estimated Cost $1,735,000.00 $1,222,873.00 $1,520,932.92 Estimated Project Funding Water Utility $130,000.00 $130,000.00 $99,350.00 Road Improvement 420,000.00 420,000.00 420,000.00 Fund Road Improvement 1,185,000.00 672,873.00 1,001,582.92 Fund (From Project 2023-104) Total Estimated Funding $1,735,000.00 $1,222,873.00 $1,520,932.92 ATTACHMENTS: Area Map Resolution Bid /Quote Tabulation A II 0 1500 3000 a �►Or 7sd�j�� HORZ. . .� . /►. :i■►�♦. 1.Olr M SCALE FEET '• �1 r '. at *JOOu■ El llbuzb64 Nip ,,, 0 0 ,... m , �.:11 i IIII�i/Z►;p4ommorQ iI r :trArta i , BALTALOMINODR♦ �1♦ Ate-tlidrillIVINOM Mn �ftn - g�►�♦♦0i90• "Aural!d id a1: • r qr b� a - I i•nrll ►1■■■■nn 1i'i?Q1I! i ..� �aa . ■F ! `p FORDHAMCT rrhill" ■ illillirm a. - w h�9�=►'i.+i.�i►�1 nnr AlI1V1111@ �_ -�%.�nmm�o�, pq- � ,Q�� i��o/r � a•/�1 - v.._le sy •ag -__ ..�llll a= ii• ti- -�Ur►g�•i•-•a� .••■n■4 h IIIIIII �, Ilk e.y.�� ,GALAXIE AVE TRAIL '� _,-ee:a.: ��iil. :�:: •AI i m��w`!� iiii:?� 111�..a 1 1.m I *. r llIIIIIw ..r■II■.I I►, n4 I RESURFACING ■ tea•►■m1111 9.•■�►♦ain:�► �I gg �1: (MCANDREW RDTO E ►.:bd IJJla�• �♦♦9= ►•44:11, •�I�1 �� n /� L ®■•■1 �r�//gi� ��:�'.1q �11/�S�O��1 .0.1 �iy►•CG��.�e1111�1��► �� II//� �II��► �� a r• II 135THSTW IPA :y0.•O. 310;21:ii:►C : �♦ �� ► 4 As <f gIuttvaIrMS.rrr-- ------�� -nj a■�dl 1■niip��=`�181 _ - CT AU ;y11p��,%`, � Onnmuu.1,,—..moll;_at 0 111 1 y .� • 11�111/% Lr4, '�'-.-. n N 1: tt LN IR •� ® /,'i ♦r I 63 �♦ �►. ♦Z1112 201 •♦1■= I ■ 135TH ST CT i f � : s♦ .�lliteiattogg ♦ fir 1i• I r��'ear, ♦ �f' .4. -.A-.0.1 C�',� ►IP ♦■—�/►� n■q 110�hd'G :-,, •ji*a •_,-VOI♦ ri 9 ��rir� G 1►♦.1r�� m. ill►►► 1/ ♦ ♦♦ II: I► 1• ■ 4♦♦:.a. �♦•� ..d■■�/� hid .�� Sri r �� 1►■ 4 1: .1 n nn� � .... bl '�■ Mil It:i Or o::::dl� 1 6i ►► llllll ■n_ �V\\rA♦I ..t 1� ILA I�S /ImmINN .! ♦■ .•►_ ♦�■ �� Gnll�nnmA�d ��1�Iq.� ♦ �♦ r• ��I■♦1tI1�I�.nn 'Qr1 I �iti �wrnv ■m:: I_ 11/ pG ♦•9,�i ..np % ►= ► r1♦♦I► . ��p1 �.. 001141 yllll i '`.,'�NI : ll WM 1D o i pairar les� ��r_e t? ..tr �4J♦a. _�y 411.1 ■ IIII P m ♦n� �' i�' i1 - g v 11D BID ALT#2-140TH ST- :4400.11�•:iipl 1■ ESE 41 I IBID ALT#2-140TH ST ■►titi ♦♦I42 �� ♦i.,nm p�p/r'•� � ..:Tv-IIIIII _ n Olii.•♦J� �a .� 'A �►. u(:I� _:�- . � ..� � SCOTT HIGHLANDS ri 1 U■� l�1 ' . 1.. - Mtt _ay. ®€__ .a,, ►to04IF ► •►�MIDDLE SCHOOL t��Gn ill 11 9"1...3-. a-P 91 m�-� 1 'i♦limn v..AL iI'• u►�i�r/ind �■♦p■■■■Mid„�. .,r �Ilr PEDESTRIAN i �y :®�:M 7 ..M " i■ '.`.■■M�'� Oth' tre um"' 1 All . �.go!44k�� ►L♦�� -.-PD ..� 444esllml CROSSING �h. .q� . p!. �e ��i-nnr`? _ �.th si.IIII �=\71�pil L.� BID ALLT#2-GALAXIE AVE�._.�- ■■ r*inlh.I - ••��ar ii■J♦♦♦♦iin ��. •'- V ��► I�::No11 �i /nh4 I� n....,. r i�0 mil %�. q .♦ �1 WNW ♦ -. . 4, I ♦ nmp. all • _■ ►i W y.L„;`... ►,♦In 43 G:S'.4%4 ■r♦hillllll =viman-ill .n Mi ►&it�,� lily a:: 9Jjjj O• "i�--. 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'..��'-°`' r ♦ ARMS .4..hq hin ti 0440..., i:,�♦S _ ,,,, .viiII1111IBIDALT#1-GALAXIEAVE REPAIRS ;Inr,$ �� P �� Y;r'_��--�.�I=�J �'�,ih+ �I rl nII1 00_,1 � ac • T#11,, ♦ 1 se.116 i.►e=yNii. pfthi • tL1\ 11. r� f Ii11N 2-13 -� it♦ I _. • I 1 BID ALT#1-EMERY PATH ni n■ 1i mono 1 4 r�31 r1 r3 Ir�01' � ►n y �llnnn1111►i �..VIVA! IR pmn- %si mit■•. dllllll. q.a♦".IIIIIIIIII® 1 � /�p� w ►'� _ � ff �'`' ►�uLia�•••, IA ► �O. �=- a €;,- �,Ir►+■ ■ilrt6• von m yam •�•■• ♦G■I :,,1 IBIDALT#1-FLAGSTAFF AVE ', 11 9 r 1.111104 , �� COBBLESTONE LAKE - ® ,.;Jo♦.n. den, J„ ,off® �I •?rim PKWY PEDESTRIAN ��.:Ij� = liii mnL��► lug"' �P` EC 001 ■L�■j i� �E •--♦ .nl =,•:.•� .►`❑- in ALT#1-157THSTW t� .2P O 6ig: I!Ip ,,,,..na�� I & ADACOMPLIANT 160th Street(Co. Rd 46) IMPROVEMENTS 2023 Street Improvements Figure 1 •••• .... ... • City of Apple Valley Apple ii 2023 Capital Improvement Program Areas Valley CITY OF APPLE VALLEY RESOLUTION NO. 2023- A RESOLUTION AWARDING AGREEMENT FOR PROJECT 2023-105 2023 STREET IMPROVEMENTS WHEREAS,pursuant to an advertisement for bids for improvements identified as Project 2023-105, 2023 Street Improvements,bids were received, opened and tabulated according to law and the following bids were received complying with the advertisement: (Tabulation attached as Exhibit A), and; WHEREAS, it appears McNamara Contracting, Inc., is the lowest responsible bidder. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota: 1. That the Mayor and City Clerk are hereby authorized and directed to enter into a contract with McNamara Contracting, Inc., for its base bid plus bid alternate 1 and 2 in the amount of$1,169,948.40 for the completion of Project 2023-105 according to the plans and specifications heretofore approved by the Council and on file in the office of the City Clerk. 2. The City Clerk is hereby authorized and directed to return to all bidders the deposits made with their bids, except that the deposits of the successful bidder and the next lowest bidder shall be retained until a contract has been signed. ADOPTED this 27th day of April, 2023. Clint Hooppaw, Mayor ATTEST: Pamela J. Gackstetter, City Clerk ••• Project Name: 2023 Street Improvements 1 hereby certify that this is an exact ••••i •••• City Project No.: 2023 105 reproduction of bids received. ••• Bid Opening: Tuesday April 11,2023 10:00 a.m.C.S.T. Owner: City of Apple Valley Apple il Electronic Bid-Quest CDN Brandon Anderson,P.E. Valley Registration No.43332 Engineer Estimate McNamara Contracting Section Title NO. Item Description Unit Est Quantity Unit Price Total Price Unit Price Total Price PART 1-COBBLESTONE LAKE-ADA UPGRADES,STRIPING,BUMPOUT 1 MOBILIZATION LS 1 $ 7,200.00 $7,200.00 $12,000.00 $12,000.00 2 COMMON EXCAVATION(EV)(P)-STREET CY 72 $ 26.00 $1,872.00 $60.00 $4,320.00 3 DRIVEWAY CY 30 $ 28.00 $840.00 $60.00 $1,800.00 4 SUBGRADE EXCAVATION CY 25 $ 30.00 $750.00 $60.00 $1,500.00 5 REMOVE CURB AND GUTTER LF 120 $ 5.00 $600.00 $18.00 $2,160.00 6 REMOVE CONCRETE WALK SF 790 $ 2.75 $2,172.50 $3.00 $2,370.00 7 REMOVE BITUMINOUS PAVEMENT-STREET SY 230 $ 6.50 $1,495.00 $14.00 $3,220.00 8 CLEAR EA 2 $ 400.00 $800.00 $420.00 $840.00 9 GRUB EA 2 $ 150.00 $300.00 $80.00 $160.00 10 REMOVE MANHOLE OR CATCH BASIN INCL CASTING EA 1 $ 500.00 $500.00 $575.00 $575.00 11 REMOVE 12"RCP STORM SEWER LF 12 $ 30.00 $360.00 $95.00 $1,140.00 12 AGGREGATE BASE CLASS 5 TN 117 $ 18.00 $2,106.00 $41.00 $4,797.00 13 CONCRETE CURB AND GUTTER, DESIGN B618 LF 153 $ 22.00 $3,366.00 $55.00 $8,415.00 14 CONCRETE PEDESTRIAN RAMP SF 110 $ 16.50 $1,815.00 $17.50 $1,925.00 15 5"CONCRETE WALK SF 600 $ 6.25 $3,750.00 $14.00 $8,400.00 16 TRUNCATED DOMES SF 20 $ 48.00 $960.00 $50.00 $1,000.00 17 12" RC PIPE STORM SEWER,CLASS 5,0'-10' DEEP LN 16 $ 72.00 $1,152.00 $86.00 $1,376.00 18 BARRIER EA 1 $ 2,900.00 $2,900.00 $5,100.00 $5,100.00 19 CONNECT TO EXISTING PIPE EA 1 $ 1,300.00 $1,300.00 $1,425.00 $1,425.00 20 TYPE SPWEA330C WEAR 2"THICK-LOCAL STREETS TN 50 $ 140.00 $7,000.00 $195.00 $9,750.00 21 BITUMINOUS MATERIAL FOR TACK COAT GL 11 $ 4.00 $44.00 $3.00 $33.00 22 TYPE SPWEA330C WEAR -PATCHING TN 2 $ 150.00 $300.00 $195.00 $390.00 23 ADJUST GATE VALVE EA 1 $ 500.00 $500.00 I $1,000.00 $1,000.00 24 SANDY CLAY LOAM TOPSOIL BORROW(LV) CY 10 $ 39.00 $390.00 $100.00 $1,000.00 25 COMPOST GRADE 2(LV) CY 10 $ 42.00 $420.00 $100.00 $1,000.00 26 SODDING TYPE LAWN SY 105 $ 7.25 $761.25 $12.00 $1,260.00 27 FERTILIZER TYPE 3 LB 2 $ 6.00 $12.00 $23.00 $46.00 28 WATER FOR TURF ESTABLISHMENT MGAL 14 $ 100.00 $1,400.00 $75.00 $1,050.00 29 4"SOLID WHITE LF 240 $ 5.50 $1,320.00 $3.15 $756.00 30 PAVEMENT MESSAGE SF 3.53 $ 150.00 $529.50 $15.75 $55.60 31 STORM DRAIN INLET PROTECTION EA 1 $320.00 $320.00 $58.53 $58.53 32 TRAFFIC CONTROL LS 1 $ 5,900.00 $5,900.00 $800.00 $800.00 Total PART 1-COBBLESTONE LAKE-ADA UPGRADES,STRIPING,BUMPOUT $53,135.25 $79,722.13 PART 2-SCOTT HIGHLAND-ADA UPGRADES,STRIPING,BUMPOUT 33 MOBILIZATION LS 1 $ 7,200.00 $7,200.00 $13,000.00 $13,000.00 34 COMMON EXCAVATION(EV)(P)-STREET CY 50 $ 26.00 $1,300.00 $50.00 $2,500.00 35 DRIVEWAY CY 22 $ 28.00 $616.00 $50.00 $1,100.00 36 SUBGRADE EXCAVATION CY 50 $ 30.00 $1,500.00 $40.00 $2,000.00 37 REMOVE CURB AND GUTTER LF 248 $ 5.00 $1,240.00 $3.00 $744.00 38 REMOVE CONCRETE WALK SF 1030 $ 2.50 $2,575.00 $2.00 $2,060.00 39 REMOVE CONCRETE VALLEY GUTTER SF 550 $ 3.50 $1,925.00 $4.00 $2,200.00 40 REMOVE BITUMINOUS PAVEMENT-STREET SY 800 $ 5.00 $4,000.00 $9.00 $7,200.00 41 REMOVE BITUMINOUS PAVEMENT-DRIVEWAY SY 84 $ 6.00 $504.00 $9.00 $756.00 42 AGGREGATE BASE CLASS 5 TN 395 $ 18.00 $7,110.00 $14.00 $5,530.00 43 CONCRETE CURB AND GUTTER, DESIGN B618 LF 270 $ 22.00 $5,940.00 $44.00 $11,880.00 44 CONCRETE PEDESTRIAN RAMP SF 585 $ 16.50 $9,652.50 $17.50 $10,237.50 45 7"CONCRETE VALLEY GUTTER SY 75 $ 45.00 $3,375.00 $137.50 $10,312.50 46 5"CONCRETE WALK SF 880 $ 6.00 $5,280.00 $10.65 $9,372.00 47 TRUNCATED DOMES SF 72 $ 48.00 $3,456.00 $50.00 $3,600.00 48 SUBGRADE PREPERATION SY 760 $ 25.00 $19,000.00 $1.00 $760.00 49 TYPE SPWEA330C WEAR 2"THICK-LOCAL STREETS TON 135 $ 140.00 $18,900.00 $165.00 $22,275.00 50 TYPE SPWEA330C WEAR 2"THICK-DRIVEWAYS TON 30 $ 140.00 $4,200.00 $165.00 $4,950.00 51 BITUMINOUS MATERIAL FOR TACK COAT GL 34 $ 4.00 $136.00 $3.00 $102.00 52 ADJUST GATE VALVE EA 1 $ 500.00 $500.00 $1,000.00 $1,000.00 53 SANDY CLAY LOAM TOPSOIL BORROW(LV) CY 12 $ 39.00 $468.00 $100.00 $1,200.00 54 COMPOST GRADE 2(LV) CY 12 $ 42.00 $504.00 $100.00 $1,200.00 55 SODDING TYPE LAWN SY 200 $ 7.25 $1,450.00 $12.00 $2,400.00 56 FERTILIZER TYPE 3 LB 3 $ 6.00 $18.00 $25.00 $75.00 57 CROSSWALK(GR IN) SF 150 $ 12.00 $1,800.00 $10.50 $1,575.00 58 WATER FOR TURF ESTABLISHMENT MGAL 14 $ 100.00 $1,400.00 $75.00 $1,050.00 59 STORM DRAIN INLET PROTECTION EA 3 $320.00 $960.00 $75.00 $225.00 60 TRAFFIC CONTROL LS 1 $ 5,900.00 $5,900.00 $800.00 $800.00 TOTAL PART 2-SCOTT HIGHLAND-ADA UPGRADES,STRIPING,BUMPOUT $110,909.50 $120,104.00 PART 3-WATERMAIN 61 MOBILIZATION LS 1 $ 7,500.00 $7,500.00 $9,000.00 $9,000.00 62 REMOVE BITUMINOUS PAVEMENT STREET SY 35 $ 30.00 $1,050.00 $60.00 $2,100.00 63 REMOVE CONCRETE WALK SF 150 $ 5.00 $750.00 $7.00 $1,050.00 64 REMOVE BITUMINOUS TRAIL SY 25 $ 13.00 $325.00 $19.00 $475.00 65 REMOVE CURB AND GUTTER LF 100 $ 10.00 $1,000.00 $10.00 $1,000.00 66 COMMON EXCAVATION TRAIL CY 7 $ 30.00 $210.00 $100.00 $700.00 67 AGGREGATE BASE CLASS 5 TN 12.6 $ 40.00 $504.00 $50.00 $630.00 68 MILL BITUMINOUS SURFACE(1") SY 22 $ 18.00 $396.00 $90.00 $1,980.00 69 BITUMINOUS MATERIAL FOR TACK COAT GL 91 $ 5.00 $455.00 $3.00 $273.00 70 TYPE SPWEA330B WEAR 1"THICK OVERLAY TN 150 $ 110.00 $16,500.00 $125.00 $18,750.00 71 TYPE SPWEA330B WEAR FOR PATCHING TN 30 $ 200.00 $6,000.00 $135.00 $4,050.00 72 ADJUST GATE VALVE EA 1 $ 700.00 $700.00 $500.00 $500.00 73 ADJUST MANHOLE EA 1 $ 850.00 $850.00 $500.00 $500.00 74 CONCRETE CURB AND GUTTER, DESIGN B618 LF 100 $ 32.00 $3,200.00 $44.00 $4,400.00 75 TRUNCATED DOME PANEL SF 32 $ 40.00 $1,280.00 $50.00 $1,600.00 76 PEDESTRIAN CURB RAMP SF 240 $ 9.00 $2,160.00 $17.50 $4,200.00 77 5"CONCRETE SIDEWALK, LANDING SF 80 $ 10.00 $800.00 $14.60 $1,168.00 78 SANDY CLAY LOAM TOPSOIL BORROW(LV) CY 30 $ 30.00 $900.00 $65.00 $1,950.00 79 COMPOST GRADE 2 CY 30 $ 30.00 $900.00 $65.00 $1,950.00 80 SEEDING AC 0.1 $ 10,000.00 $1,000.00 $2,600.00 $260.00 81 SEED,25-131 LB 11 $ 7.00 $77.00 $15.00 $165.00 82 FERTILIZER TYPE 3 LB 33 $ 1.60 $52.80 $4.00 $132.00 83 TURF ESTABLISHMENT LS 1 $ 1,200.00 $1,200.00 $2,600.00 $2,600.00 84 HYDRAULIC SOIL STABILIZER TYPE 1 SY 450 $ 2.50 $1,125.00 $4.00 $1,800.00 85 TRAFFIC CONTROL LS 1 $ 5,000.00 $5,000.00 $800.00 $800.00 TOTAL PART 3-WATERMAIN $53,934.80 $62,033.00 PART 4-RING ROUTE REPAIRS 86 MOBILIZATION LS 1 $ 4,200.00 $4,200.00 $2,662.00 $2,662.00 87 REMOVE CONCRETE WALK AND DRIVEWAY SF 1396 $ 6.00 $8,376.00 $6.00 $8,376.00 88 REMOVE CONCRETE CURB AND GUTTER LF 53 $ 40.00 $2,120.00 $26.00 $1,378.00 89 REMOVE CONCRETE VALLEY GUTTER SF 36 $ 45.00 $1,620.00 $40.00 $1,440.00 90 REMOVE BITUMINOUS PAVEMENT SY 11 $ 30.00 $330.00 $50.00 $550.00 91 REMOVE AND REPLACE TREE GRATE NEENAH R-9002 SERIE: EA 1 $ 3,500.00 $3,500.00 $3,000.00 $3,000.00 92 SALVAGE AND REINSTALL FRAME AND RING CASTING EA 2 $ 1,000.00 $2,000.00 $1,100.00 $2,200.00 93 TYPE SPWEA330C 2"WEAR TN 2.5 $ 250.00 $625.00 $1,000.00 $2,500.00 94 7"CONCRETE VALLEY GUTTER SY 4 $ 40.00 $160.00 $300.00 $1,200.00 95 CONCRETE CURB AND GUTTER, DESIGN B618 LF 53 $ 38.00 $2,014.00 $55.00 $2,915.00 96 5"CONCRETTE WALK SF 911 $ 10.00 $9,110.00 $14.60 $13,300.60 97 5"CONCRETE WALK SPECIAL,COLORED,STAMPED SF 485 $ 26.00 $12,610.00 $29.30 $14,210.50 98 TRAFFIC CONTROL LS 1 $ 5,000.00 $5,000.00 $1,800.00 $1,800.00 TOTAL PART 4-RING ROUTE REPAIRS $51,665.00 $55,532.10 PART 5-MICRO SURFACING AREA STREET REPAIRS 99 MOBILIZATION LS 1 $ 1,500.00 $1,500.00 $3,500.00 $3,500.00 100 REMOVE CONCRETE CURB AND GUTTER LF 200 $ 9.00 $1,800.00 $11.00 $2,200.00 101 REMOVE CONCRETE VALLEY GUTTER SF 100 $ 27.00 $2,700.00 $27.00 $2,700.00 102 REMOVE BITUMINOUS PAVEMENT SY 125 $ 27.00 $3,375.00 $32.00 $4,000.00 103 TYPE SPWEA330B WEAR FOR PATCHING TN 80 $ 180.00 $14,400.00 $180.00 $14,400.00 104 CONCRETE CURB AND GUTTER, DESIGN D412 LF 100 $ 44.00 $4,400.00 $60.00 $6,000.00 105 CONCRETE CURB AND GUTTER, DESIGN B618 LF 100 $ 52.00 $5,200.00 $60.00 $6,000.00 106 7"CONCRETE VALLEY GUTTER SY 10 $ 165.00 $1,650.00 $300.00 $3,000.00 107 SALVAGE AND INSTALL CASTING EA 4 $ 600.00 $2,400.00 $1,100.00 $4,400.00 108 RECONSTRUCT DRAINAGE STRUCTURE LF 4 $ 25.00 $100.00 $10.00 $40.00 109 SANDY CLAY LOAM TOPSOIL BORROW(LV) CY 20 $ 89.00 $1,780.00 $100.00 $2,000.00 110 SODDING TYPE LAWN SY 70 $ 89.00 $6,230.00 $9.00 $630.00 111 FERTILIZER TYPE 3 LB 5 $ 20.00 $100.00 $20.00 $100.00 112 WATER FOR TURF ESTABLISHMENT MGAL 7 $ 320.00 $2,240.00 $75.00 $525.00 113 TRAFFIC CONTROL LS 1 $ 1,050.00 $1,050.00 $500.00 $500.00 TOTAL PART 5-MICRO SURFACING AREA STREET REPAIRS $48,925.00 $49,995.00 PART 6-UTILITY PATCHING REPAIRS 114 MOBILIZATION LS 1 $ 6,000.00 $6,000.00 $12,000.00 $12,000.00 115 REMOVE CONCRETE CURB AND GUTTER LF 100 $ 14.00 $1,400.00 $1.50 $150.00 116 REMOVE CONCRETE WALK AND DRIVEWAY SF 300 $ 5.00 $1,500.00 $5.00 $1,500.00 117 REMOVE CONCRETE VALLEY GUTTER SF 90 $ 9.00 $810.00 $5.00 $450.00 118 REMOVE BITUMINOUS PAVEMENT SY 300 $ 30.00 $9,000.00 $14.00 $4,200.00 119 SAW BITUMINOUS PAVEMENT LF 400 $ 5.00 $2,000.00 $10.00 $4,000.00 120 COMMON EXCAVATION CY 35 $ 53.00 $1,855.00 $6.60 $231.00 121 SUBGRADE PREPERATION SY 300 $ 25.00 $7,500.00 $25.00 $7,500.00 122 AGGREGATE BASE CLASS 5 TN 35 $ 25.00 $875.00 $2.50 $87.50 123 BITUMINOUS MATERIAL FOR TACK COAT GL 75 $ 3.00 $225.00 $0.30 $22.50 124 TYPE SPWEA330B WEAR FOR PATCHING TN 170 $ 180.00 $30,600.00 $150.00 $25,500.00 125 5"CONCRETE SIDEWALK OR DRIVEWAY SF 300 $ 13.00 $3,900.00 $26.50 $7,950.00 126 CONCRETE CURB AND GUTTER,DESIGN B618 LF 50 $ 52.00 $2,600.00 $60.00 $3,000.00 127 CONCRETE CURB AND GUTTER,DESIGN D412 LF 50 $ 44.00 $2,200.00 $60.00 $3,000.00 128 7"CONCRETE VALLEY GUTTER SY 9 $ 165.00 $1,485.00 $300.00 $2,700.00 129 I&I EA 3 $ 360.00 $1,080.00 $1,100.00 $3,300.00 130 TRAFFIC CONTROL LS 1 $ 2,500.00 $2,500.00 $800.00 $800.00 TOTAL PART 6-UTILITY PATCHING REPAIRS $75,530.00 $76,391.00 PART 7-132ND ST CT 131 MOBILIZATION LS 1 $ 5,200.00 $5,200.00 $6,100.00 $6,100.00 132 REMOVE BITUMINOUS PAVEMENT SY 2404 $ 11.00 $26,444.00 $3.00 $7,212.00 133 REMOVE CURB AND GUTTER LF 200 $ 15.00 $3,000.00 $12.00 $2,400.00 134 REMOVE CONCRETE VALLEY GUTTER SF 405 $ 10.00 $4,050.00 $4.00 $1,620.00 135 SUBGRADE EXCAVATION CY 200 $ 22.00 $4,400.00 $30.00 $6,000.00 136 AGGREGATE BASE CLASS 5 TN 360 $ 17.00 $6,120.00 $22.00 $7,920.00 137 ADJUST GATE VALVE EA 3 $ 325.00 $975.00 $1,000.00 $3,000.00 138 I&I EA 4 $ 326.00 $1,304.00 $1,500.00 $6,000.00 139 CONCRETE CURB AND GUTTER, DESIGN SURMOUNTABLE LF 200 $ 22.00 $4,400.00 $60.00 $12,000.00 140 CONCRETE VALLEY GUTTER 7" SY 45 $ 9.50 $427.50 $250.00 $11,250.00 141 BITUMINOUS MATERIAL FOR TACK COAT GL 75 $ 2.00 $150.00 $3.00 $225.00 142 TYPE SPWEA330C 2" NON WEAR TN 310 $ 140.00 $43,400.00 $92.00 $28,520.00 143 TYPE SPWEA330C 2"WEAR TN 310 $ 140.00 $43,400.00 $92.00 $28,520.00 144 TYPE SPWEA330B PATCHING STREET-DRIVEWAY TN 16 $ 200.00 $3,200.00 $100.00 $1,600.00 145 SANDY CLAY LOAM TOPSOIL BORROW(LV) CY 30 $ 27.00 $810.00 $100.00 $3,000.00 146 SODDING TYPE LAWN SY 90 $ 22.00 $1,980.00 $12.00 $1,080.00 147 FERTILIZER TYPE 3 LB 5 $ 89.00 $445.00 $20.00 $100.00 148 WATER FOR TURF ESTABLISHMENT MGAL 15 $ 27.00 $405.00 $75.00 $1,125.00 149 STORM DRAIN INLET PROTECTION EA 4 $ 200.00 $800.00 $75.00 $300.00 150 TRAFFIC CONTROL LS 1 $ 1,800.00 $1,800.00 $800.00 $800.00 TOTAL PART 7-132ND ST CT $152,710.50 $128,772.00 PART 8-FORDHAM CT 151 MOBILIZATION LS 1 $ 5,200.00 $5,200.00 $6,100.00 $6,100.00 152 REMOVE BITUMINOUS PAVEMENT-STREET SY 2260 $ 11.00 $24,860.00 $3.00 $6,780.00 153 REMOVE BITUMINOUS PAVEMENT-DRIVEWAY SY 163 $ 17.00 $2,771.00 $22.00 $3,586.00 154 REMOVE CURB AND GUTTER LF 200 $ 15.00 $3,000.00 $12.00 $2,400.00 155 REMOVE CONCRETE VALLEY GUTTER SF 90 $ 10.00 $900.00 $8.00 $720.00 156 SUBGRADE EXCAVATION CY 200 $ 22.00 $4,400.00 $30.00 $6,000.00 157 AGGREGATE BASE CLASS 5 TN 360 $ 18.00 $6,480.00 $22.00 $7,920.00 158 ADJUST GATE VALVE EA 2 $ 325.00 $650.00 $1,000.00 $2,000.00 159 I&I EA 4 $ 326.00 $1,304.00 $1,100.00 $4,400.00 160 CONCRETE CURB AND GUTTER, DESIGN D412 LF 200 $ 22.00 $4,400.00 $60.00 $12,000.00 161 CONCRETE VALLEY GUTTER 7" SY 9 $ 80.00 $720.00 $250.00 $2,250.00 162 BITUMINOUS MATERIAL FOR TACK COAT GL 112 $ 1.70 $190.40 $3.00 $336.00 163 TYPE SPWEA330C 2" NON WEAR TN 300 $ 140.00 $42,000.00 $92.00 $27,600.00 164 TYPE SPWEA330C 2"WEAR TN 300 $ 140.00 $42,000.00 $92.00 $27,600.00 165 TYPE SPWEA240B WEAR 1.5"THICK-DRIVEWAYS TN 29 $ 141.00 $4,089.00 $100.00 $2,900.00 166 SANDY CLAY LOAM TOPSOIL BORROW(LV) CY 20 $ 27.00 $540.00 $100.00 $2,000.00 167 SODDING TYPE LAWN SY 115 $ 22.00 $2,530.00 $12.00 $1,380.00 168 FERTILIZER TYPE 3 LB 5 $ 89.00 $445.00 $20.00 $100.00 169 WATER FOR TURF ESTABLISHMENT MGAL 17 $ 35.00 $595.00 $75.00 $1,275.00 170 STORM DRAIN INLET PROTECTION EA 2 $ 200.00 $400.00 $75.00 $150.00 171 TRAFFIC CONTROL LS 1 $ 1,800.00 $1,800.00 $800.00 $800.00 TOTAL PART 8-FORDHAM CT $149,274.40 $118,297.00 PART 9-FLAIR CT 172 MOBILIZATION LS 1 $ 5,200.00 $5,200.00 $5,800.00 $5,800.00 173 REMOVE BITUMINOUS PAVEMENT-STREET SY 1219 $ 11.00 $13,409.00 $4.00 $4,876.00 174 REMOVE BITUMINOUS PAVEMENT-DRIVEWAY SY 80 $ 17.00 $1,360.00 $14.00 $1,120.00 175 REMOVE CURB AND GUTTER LF 200 $ 15.00 $3,000.00 $12.00 $2,400.00 176 SUBGRADE EXCAVATION CY 200 $ 22.00 $4,400.00 $30.00 $6,000.00 177 AGGREGATE BASE CLASS 5 TN 360 $ 18.00 $6,480.00 $22.00 $7,920.00 178 ADJUST GATE VALVE EA 1 $ 325.00 $325.00 $1,000.00 $1,000.00 179 I&I EA 2 $ 326.00 $652.00 $2,000.00 $4,000.00 180 CONCRETE CURB AND GUTTER, DESIGN SURMOUNTABLE LF 200 $ 22.00 $4,400.00 $60.00 $12,000.00 181 BITUMINOUS MATERIAL FOR TACK COAT GL 61 $ 1.70 $103.70 $3.00 $183.00 182 TYPE SPWEA330C 2" NON WEAR TN 165 $ 140.00 $23,100.00 $94.00 $15,510.00 183 TYPE SPWEA330C 2"WEAR TN 165 $ 140.00 $23,100.00 $94.00 $15,510.00 184 TYPE SPWEA240B WEAR 1.5"THICK-DRIVEWAYS TN 15 $ 150.00 $2,250.00 $100.00 $1,500.00 185 SANDY CLAY LOAM TOPSOIL BORROW(LV) CY 20 $ 27.00 $540.00 $100.00 $2,000.00 186 SODDING TYPE LAWN SY 115 $ 22.00 $2,530.00 $12.00 $1,380.00 187 FERTILIZER TYPE 3 LB 5 $ 89.00 $445.00 $20.00 $100.00 188 WATER FOR TURF ESTABLISHMENT MGAL 17 $ 35.00 $595.00 $75.00 $1,275.00 189 STORM DRAIN INLET PROTECTION EA 8 $ 200.00 $1,600.00 $75.00 $600.00 190 TRAFFIC CONTROL LS 1 $ 1,800.00 $1,800.00 $800.00 $800.00 TOTAL PART 9-FLAIR CT TOTAL $95,289.70 $83,974.00 PART 10-135TH ST CT 191 MOBILIZATION LS 1 $ 5,200.00 $5,200.00 $4,500.00 $4,500.00 192 REMOVE BITUMINOUS PAVEMENT SY 1355 $ 11.00 $14,905.00 $3.58 $4,850.90 193 REMOVE CURB AND GUTTER LF 200 $ 15.00 $3,000.00 $12.00 $2,400.00 194 SUBGRADE EXCAVATION CY 200 $ 22.00 $4,400.00 $30.00 $6,000.00 195 AGGREGATE BASE CLASS 5 TN 360 $ 18.00 $6,480.00 $22.00 $7,920.00 196 ADJUST GATE VALVE EA 1 $ 325.00 $325.00 $1,000.00 $1,000.00 197 I&I EA 2 $ 326.00 $652.00 $1,200.00 $2,400.00 198 AND I&I BARRIER EA 1 $ 650.00 $650.00 $2,800.00 $2,800.00 199 CONCRETE CURB AND GUTTER, DESIGN D412 LF 200 $ 22.00 $4,400.00 $60.00 $12,000.00 200 BITUMINOUS MATERIAL FOR TACK COAT GL 70 $ 1.70 $119.00 $3.00 $210.00 201 TYPE SPWEA330C 2" NON WEAR TN 180 $ 140.00 $25,200.00 $94.00 $16,920.00 202 TYPE SPWEA330C 2"WEAR TN 180 $ 140.00 $25,200.00 $94.00 $16,920.00 203 SANDY CLAY LOAM TOPSOIL BORROW(LV) CY 20 $ 27.00 $540.00 $100.00 $2,000.00 204 SODDING TYPE LAWN SY 55 $ 22.00 $1,210.00 $12.00 $660.00 205 FERTILIZER TYPE 3 LB 5 $ 89.00 $445.00 $20.00 $100.00 206 WATER FOR TURF ESTABLISHMENT MGAL 7 $ 20.00 $140.00 $75.00 $525.00 207 STORM DRAIN INLET PROTECTION EA 2 $ 200.00 $400.00 $75.00 $150.00 208 TRAFFIC CONTROL LS 1 $ 1,800.00 $1,800.00 $800.00 $800.00 TOTAL PART 10-135TH ST CT $95,066.00 $82,155.90 PART 11-BID ALTERNATE 1 STREET PATCHING REPAIRS,GALAXIE AVE-151ST TO 153RD 209 MOBILIZATION LS 1 $ 4,166.66 $ 4,166.66 $1,900.00 $1,900.00 210 TRAFFIC CONTROL LS 1 $ 1,666.67 $ 1,666.67 $800.00 $800.00 211 2"SURFACE MILL SY 1909 $ 5.00 $ 9,545.00 $5.75 $10,976.75 212 TYPE SP 12.5 SPWEB440F TN 259 $ 200.00 $ 51,800.00 $85.00 $22,015.00 213 TACK COAT GAL 110 $ 5.00 $ 550.00 $3.00 $330.00 214 CYCLE)) LF 143 $ 1.00 $ 143.00 $3.15 $450.45 TOTAL PART 11-BID ALTERNATE 1 STREET PATCHING REPAIRS,GALAXIE AVE-151ST TO 153RD $ 67,871.33 $36,472.20 PART 12-157TH AT CSAH 31 215 MOBILIZATION LS 1 $ 4,166.66 $4,166.66 $1,900.00 $1,900.00 216 TRAFFIC CONTROL LS 1 $ 1,666.67 $1,666.67 $1,000.00 $1,000.00 217 2"SURFACE MILL SY 660 $ 5.00 $3,300.00 $8.00 $5,280.00 218 4"SURFACE MILL SY 209 $ 10.00 $2,090.00 $14.00 $2,926.00 219 TYPE SP 12.5 SPWEB440F TN 147 $ 200.00 $29,400.00 $105.00 $15,435.00 220 TACK COAT GAL 66 $ 5.00 $330.00 $3.00 $198.00 221 RT PAVEMENT MESSAGE SF 17 $ 10.00 $170.00 $15.75 $267.75 222 4"SOLID WHITE LF 187 $ 1.50 $280.50 $3.15 $589.05 223 12"SOLID WHITE LF 84 $ 3.40 $285.60 $6.30 $529.20 224 24"SOLID WHITE LF 11 $ 5.00 $55.00 $8.40 $92.40 TOTAL PART 12-157TH AT CSAH 31 $41,744.43 $28,217.40 PART 13-EMBRY PATH,155TH TO CLP 225 MOBILIZATION LS 1 $ 4,166.66 $4,166.66 $1,300.00 $1,300.00 226 TRAFFIC CONTROL LS 1 $ 1,666.67 $1,666.67 $1,500.00 $1,500.00 227 2"SURFACE MILL SY 859 $ 5.00 $4,295.00 $8.25 $7,086.75 228 TYPE SP 12.5 SPWEB440F TN 117 $ 200.00 $23,400.00 $105.00 $12,285.00 229 TACK COAT GAL 52 $ 5.00 $260.00 $3.00 $156.00 230 CYCLE)) LF 143 $ 1.00 $143.00 $3.15 $450.45 231 RT PAVEMENT MESSAGE SF 17 $ 10.00 $170.00 $15.75 $267.75 232 4"SOLID WHITE LF 116 $ 1.50 $174.00 $3.15 $365.40 TOTAL PART 13-EMBRY PATH,155TH TO CLP $34,275.33 $23,411.35 PART 14-155TH AT CSAH 31 233 MOBILIZATION LS 1 $ 4,166.66 $4,166.66 $2,200.00 $2,200.00 234 TRAFFIC CONTROL LS 1 $ 1,666.67 $1,666.67 $1,500.00 $1,500.00 235 4"SURFACE MILL SY 150 $ 10.00 $1,500.00 $23.00 $3,450.00 236 TYPE SP 12.5 SPWEB440F TN 21 $ 200.00 $4,200.00 $200.00 $4,200.00 237 TACK COAT GAL 19 $ 5.00 $95.00 $3.00 $57.00 238 12"SOLID WHITE LF 121 $ 3.40 $411.40 $6.30 $762.30 239 24"SOLID WHITE LF 9 $ 5.00 $45.00 $8.40 $75.60 TOTAL PART 14-155TH AT CSAH 31 $12,084.73 $12,244.90 PART 15-FLORENCE TRAIL,FLANDERS TO FLAGSTAFF 240 MOBILIZATION LS 1 $ 4,166.66 $4,166.66 $1,700.00 $1,700.00 241 TRAFFIC CONTROL LS 1 $ 1,666.67 $1,666.67 $500.00 $500.00 242 2"SURFACE MILL SY 787 $ 5.00 $3,935.00 $8.25 $6,492.75 243 TYPE SP 12.5 SPWEB440F TN 107 $ 200.00 $21,400.00 $100.00 $10,700.00 244 TACK COAT GAL 47 $ 5.00 $235.00 $3.00 $141.00 245 4" BROKEN SOLID YELLOW LF 358 $ 5.00 $1,790.00 $3.15 $1,127.70 246 12"SOLID WHITE LF 52 $ 3.40 $176.80 $6.30 $327.60 247 24"SOLID WHITE LF 19 $ 5.00 $95.00 $8.40 $159.60 248 4"SOLID WHITE LF 127 $ 1.50 $190.50 $3.15 $400.05 TOTAL PART 15-FLORENCE TRAIL,FLANDERS TO FLAGSTAFF $33,655.63 $21,548.70 PART 16-FLAGSTAFF AVE,158TH TO CSAH 46 249 MOBILIZATION LS 1 $ 4,166.66 $4,166.66 $2,300.00 $2,300.00 250 TRAFFIC CONTROL LS 1 $ 1,666.67 $1,666.67 $800.00 $800.00 251 2"SURFACE MILL SY 741 $ 5.00 $3,705.00 $8.25 $6,113.25 252 TYPE SP 12.5 SPWEB440F TN 101 $ 200.00 $20,200.00 $100.00 $10,100.00 253 TACK COAT GAL 45 $ 5.00 $225.00 $3.00 $135.00 254 12"SOLID WHITE LF 31 $ 3.40 $105.40 $6.30 $195.30 255 24"SOLID WHITE LF 13 $ 5.00 $65.00 $8.40 $109.20 256 4"SOLID WHITE LF 15 $ 1.50 $22.50 $3.15 $47.25 257 RT PAVEMENT MESSAGE SF 33 $ 10.00 $330.00 $15.75 $519.75 TOTAL PART 16-FLAGSTAFF AVE,158TH TO CSAH 46 $30,486.23 $20,319.75 PART 17-BID ALTERNATE 2,STREET PATCHING REPAIRS,PALOMINO DR,HWY 77 EXIT RAMP 258 MOBILIZATION LS 1 $ 4,166.66 $4,166.66 $5,232.02 $5,232.02 259 TRAFFIC CONTROL LS 1 $ 1,666.67 $1,666.67 $262.50 $262.50 260 4"SURFACE MILL SY 182 $ 10.00 $1,820.00 $25.00 $4,550.00 261 TYPE SP 12.5 SPWEB440F TN 50 $ 200.00 $10,000.00 $160.00 $8,000.00 262 TACK COAT GAL 22 $ 5.00 $110.00 $3.00 $66.00 263 CYCLE)) LF 88 $ 1.00 $88.00 $3.15 $277.20 TOTAL PART 17-BID ALTERNATE 2,STREET PATCHING REPAIRS,PALOMINO DR,HWY 77 EXIT RAMP $17,851.33 $18,387.72 PART 18-140TH ST W JCPW TO JCRR 264 MOBILIZATION LS 1 $ 4,166.66 $4,166.66 $1,100.00 $1,100.00 265 TRAFFIC CONTROL LS 1 $ 1,666.67 $1,666.67 $800.00 $800.00 266 4"SURFACE MILL SY 605 $ 10.00 $6,050.00 $9.00 $5,445.00 267 TYPE SP 12.5 SPWEB440F TN 165 $ 200.00 $33,000.00 $95.00 $15,675.00 268 TACK COAT GAL 73 $ 5.00 $365.00 $3.00 $219.00 269 12"SOLID WHITE LF 18 $ 3.40 $61.20 $6.30 $113.40 270 24"SOLID WHITE LF 17 $ 5.00 $85.00 $8.40 $142.80 271 CYCLE)) LF 121 $ 1.00 $121.00 $3.15 $381.15 TOTAL PART 18-140TH ST W JCPW TO JCRR $45,515.53 $23,876.35 PART 19-140TH ST W EVEREST AVE TO SCOTT HIGHLAND ENTRANCE 272 MOBILIZATION LS 1 $ 4,166.66 $4,166.66 $1,100.00 $1,100.00 273 TRAFFIC CONTROL LS 1 $ 1,666.67 $1,666.67 $800.00 $800.00 274 4"SURFACE MILL SY 1076 $ 10.00 $10,760.00 $9.00 $9,684.00 275 TYPE SP 12.5 SPWEB440F TN 292 $ 200.00 $58,400.00 $95.00 $27,740.00 276 TACK COAT GAL 132 $ 5.00 $660.00 $3.00 $396.00 277 CYCLE)) LF 242 $ 1.00 $242.00 $3.15 $762.30 TOTAL PART 19-140TH ST W EVEREST AVE TO SCOTT HIGHLAND ENTRANCE $75,895.33 $40,482.30 PART 20-140TH ST W CSAH 23 TO GALAXIE 278 MOBILIZATION LS 1 $ 4,166.66 $4,166.66 $2,100.00 $2,100.00 279 TRAFFIC CONTROL LS 1 $ 1,666.67 $1,666.67 $800.00 $800.00 280 4"SURFACE MILL SY 155 $ 10.00 $1,550.00 $24.00 $3,720.00 281 TYPE SP 12.5 SPWEB440F TN 42 $ 200.00 $8,400.00 $200.00 $8,400.00 282 TACK COAT GAL 19 $ 5.00 $95.00 $3.00 $57.00 283 CYCLE)) LF 55 $ 1.00 $55.00 $3.15 $173.25 TOTAL PART 20-140TH ST W CSAH 23 TO GALAXIE $15,933.33 $15,250.25 PART 21-GALAXIE AND 142ND ST 284 MOBILIZATION LS 1 $ 4,166.66 $4,166.66 $2,000.00 $2,000.00 285 TRAFFIC CONTROL LS 1 $ 1,666.67 $1,666.67 $1,000.00 $1,000.00 286 4"SURFACE MILL SY 1143 $ 10.00 $11,430.00 $15.00 $17,145.00 287 TYPE SP 12.5 SPWEB440F TN 309 $ 200.00 $61,800.00 $102.00 $31,518.00 288 TACK COAT GAL 138 $ 5.00 $690.00 $3.00 $414.00 289 CYCLE)) LF 145 $ 1.00 $145.00 $3.15 $456.75 290 4"SOLID YELLOW LF 330 $ 2.00 $660.00 $3.15 $1,039.50 TOTAL PART 21-GALAXIE AND 142ND ST $80,558.33 $53,573.25 PART 22-GALAXIE AND 147TH ST 291 MOBILIZATION LS 1 $ 4,166.66 $4,166.66 $1,800.00 $1,800.00 292 TRAFFIC CONTROL LS 1 $ 1,666.67 $1,666.67 $1,000.00 $1,000.00 293 4"SURFACE MILL SY 142 $ 10.00 $1,420.00 $24.00 $3,408.00 294 TYPE SP 12.5 SPWEB440F TN 39 $ 200.00 $7,800.00 $320.00 $12,480.00 295 TACK COAT GAL 19 $ 5.00 $95.00 $3.00 $57.00 296 12"SOLID WHITE LF 53 $ 3.40 $180.20 $6.30 $333.90 297 24"SOLID WHITE LF 13 $ 5.00 $65.00 $8.40 $109.20 TOTAL PART 22-GALAXIE AND 147TH $15,393.53 $19,188.10 BASE BID,TOTAL PART 1 COBBLESTONE LAKE-ADA UPGRADES,STRIPING,BUMPOUT $53,135.25 $79,722.13 TOTAL PART 2-SCOTT HIGHLAND-ADA UPGRADES,STRIPING,BUMPOUT $110,909.50 $120,104.00 TOTAL PART 3-GALAXIE TRAIL-1"OVERLAY(135TH-MCANDREWS) $53,934.80 $62,033.00 TOTAL PART 4-RING ROUTE REPAIRS $51,665.00 $55,532.10 TOTAL PART 5-MICRO SURFACING AREA STREET REPAIRS $48,925.00 $49,995.00 PART 6-UTILITY PATCHING REPAIRS $75,530.00 $76,391.00 PART 7-132ND ST CT $152,710.50 $128,772.00 PART 8-FORDHAM CT $149,274.40 $118,297.00 PART 9-FLAIR CT $95,289.70 $83,974.00 PART 10-135TH ST CT $95,066.00 $82,155.90 TOTAL BASE BID $886,440.15 $856,976.13 BID ALTERNATE 1-STREET PATCHING REPAIRS,TOTAL PART 11-GALAXIE,151ST TO 153RD $ 67,871.33 $36,472.20 TOTAL PART 12-157TH AT CSAH 31 $41,744.43 $28,217.40 TOTAL PART 13-EMBRY PATH-155TH TO CLP $34,275.33 $23,411.35 TOTAL PART 14-155TH AT CSAH 31 $12,084.73 $12,244.90 TOTAL PART 15-FLORENCE TRAIL,FLANDERS TO FLAGSTAFF $33,655.63 $21,548.70 TOTAL PART 16-FLAGSTAFF AVE,158TH TO CSAH 46 $30,486.23 $20,319.75 TOTAL BID ALTERNATE 1 $ 220,117.68 $142,214.30 BID ALTERNATE 2-STREET PATCHING REPAIRS,TOTAL PART 17-PALOMINO DR,HWY 77 EXIT RAMP $17,851.33 $18,387.72 TOTAL PART 18-140TH ST W JCPW TO JCRR $45,515.53 $23,876.35 TOTAL PART 19-140TH ST W,EVEREST AVE TO SCOTT HIGHLAND ENTRANCE $75,895.33 $40,482.30 TOTAL PART 20-140TH ST W CSAH 23 TO GALAXIE $15,933.33 $15,250.25 TOTAL PART 21-GALAXIE AND 142ND ST $80,558.33 $53,573.25 TOTAL PART 22-GALAXIE AND 147TH ST $15,393.53 $19,188.10 TOTAL BID ALTERNATE 2 $251,147.38 $170,757.97 Contractor McNamara Contracting Inc Address 16700 Chippendale Avenue Address Rosemount,MN 55068 Phone 651-322-5500 Representative Mike McNamara Title President Bid Bond 5.00% • ITEM: 4.J. ..... :�. Apple COUNCIL MEETING DATE: April 27, 2023 Valley SECTION: Consent Agenda Description: Adopt Resolution Awarding Agreement for Project 2023-107, 157th St. W. and Hayes Road Street Improvements Staff Contact: Department/ Division: Brandon Anderson, City Engineer Engineering Division ACTION REQUESTED: Adopt resolution awarding agreement for Project 2023-107, 157th St. W. and Hayes Road Street Improvements, to McNamara Contracting, Inc., in the amount $1,752,868.30. SUMMARY: On April 11, 2023, three (3) bids were received for the 2023-107, 157th St. W. and Hayes Road Street Improvements project as described within the attached bid tabulation. Base Bids ranged from$1,752,868.30 to $1,876,941.70. McNamara Contracting, Inc. submitted the low base bid in the amount of$1,752,868.30. The low bid was $112,424.70 under the estimated cost of$1,865,293.00. A standard City agreement will be utilized for this project. A map of the proposed project area is attached (Figure 1). This project is scheduled for construction in 2023. BACKGROUND: On March 9, 2023, City Council adopted Resolution Number 2023-47 approving plans and specifications and directing receipt of sealed bids for Project 2023-107, 157th St. W. and Hayes Road Street Improvements. On September 8, 2022, City Council adopted Resolution Number 2022-122 directing the preparation of plans and specifications for Project 2023-107, 157th St. W. and Hayes Road Street Improvements. BUDGET IMPACT: Municipal State Aid funds are fully available for this project. Project costs and funding included in the preliminary 2023 operating budget are summarized as follows: Estimated Project Costs: Budgeted Cost Awarded Costs Construction Cost $1,865,293.00 $1,752,868.30 Construction Contingency (10%) 186,529.00 298,953.70 Engineering, Contract Admin, Inspection, 373,058.00 373,058.00 Testing, Survey Total Estimated Cost $2,424,880.00 $2,424,880.00 Estimated Project Funding: Municipal State Aid (MSA) Funding $2,399,880.00 $2,399,880.00 Water Utility Fund 25,000.00 25,000.00 Total Estimated Funding $2,424,880.00 $2,242,880.00 ATTACHMENTS: Map Resolution Bid / Quote Tabulation 4*I...P VA 1 I liMN Of) 1 IfiP�;' Q M 11 4iI*!: -- 2S:ii� . 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I. % MUTT I ��1 gown'lnm ng�p.�un rllllll � d r�r�r�� I•i _ III .II �IIL \��n nnmlgl�.♦...I��dlllll �� c■IIIq % AF tsi 1 �.. a „n _ 1404 I q .►.r ii 11( �.;n ...•C~� '11 ` �a�"inl . - 1 YIN l 3_' I I _ 08 iti Au Si♦.:It iii: imip lWin% ®® .' LI.■,i . ig b240f, _�_.. q�{, �e :1 �.�' = nn6 .mia.: . !�0 in: r� d... 11 f,_r it O 10;4 :alr. o ■111►02a.B. r l r :�ii1':E1 :a B:mi un nn,. • d linnnnl n I' 11160th Street(Co. Rd 46) 0 1500 3000 SCALE FEET ••• 157th Street and Hayes Road Street Improvements •••• •••• ••• . 2023-107 Figure 1 Apple II City of Apple Valley Valley CITY OF APPLE VALLEY RESOLUTION NO. 2023- A RESOLUTION AWARDING AGREEMENT FOR PROJECT 2023-107, 157th ST. W. AND HAYES ROAD STREET IMPROVEMENTS WHEREAS,pursuant to an advertisement for bids for improvements identified as Project 2023-107, 157th St. W. and Hayes Road Street Improvements,bids were received, opened and tabulated according to law and the following bids were received complying with the advertisement: (Tabulation attached as Exhibit A), and; WHEREAS, it appears McNamara Contracting, Inc., is the lowest responsible bidder. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota: 1. That the Mayor and City Clerk are hereby authorized and directed to enter into a contract with McNamara Contracting, Inc., for its base bid in the amount of$1,752,868.30 for the completion of Project 2023-107, 157th St. W. and Hayes Road Street Improvements according to the plans and specifications heretofore approved by the Council and on file in the office of the City Clerk. 2. The City Clerk is hereby authorized and directed to return to all bidders the deposits made with their bids, except that the deposits of the successful bidder and the next lowest bidder shall be retained until a contract has been signed. ADOPTED this 27th day of April, 2023. Clint Hooppaw, Mayor ATTEST: Pamela J. Gackstetter, City Clerk ... Project Name: 157th St W and Hayes Road St Improvements I hereby certify that this is an exact �:;; City Project No.:2023-107 reproduction of bids received. Bid Opening:Tuesday April 11,12:00 P.M.C.S.T Owner: City of Apple Valley Apple Electronic Bid-Quest CDN Brandon Anderson,P.E. Valle/ Registration No.43332 Engineer Estimate McNamara Contracting OMG Midwest Bituminous Roadways Inc. Section Title NO. Item Description Unit Est Quantity Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price Part 1-WATERMAIN 1 REMOVE WATER MAIN LF 4 $50.00 $200.00 $50.00 $200.00 $602.71 $2,410.84 $190.00 $760.00 2 CONNECT TO EXISTING WATER MAIN EA 2 $2,500.00 $5,000.00 $2,000.00 $4,000.00 $749.59 $1,499.18 $1,500.00 $3,000.00 3 12"GATE VALVE&BOX EA 1 $5,000.00 $5,000.00 $8,500.00 $8,500.00 $7,536.37 $7,536.37 $10,000.00 $10,000.00 4 12"WATER MAIN DUCTILE IRON CL 52,INCL V-BID LF 4 $150.00 $600.00 $160.00 $640.00 $911.66 $3,646.64 $780.00 $3,120.00 5 DUCTILE IRON FITTINGS LB 56 $20.00 $1,120.00 $16.00 $896.00 $15.70 $879.20 $30.00 $1,680.00 Total Part 1-WATERMAIN TOTAL $11,920.00 $14,236.00 $15,972.23 $18,560.00 Part 2-STORM SEWER 6 REMOVE DRAINAGE STRUCTURE EA 1 $450.00 $450.00 $2,000.00 $2,000.00 $607.77 $607.77 $750.00 $750.00 7 REMOVE CASTING EA 9 $250.00 $2,250.00 $100.00 $900.00 $194.01 $1,746.09 $225.00 $2,025.00 8 REMOVE SEWER PIPE(STORM) LF 44 $14.00 $616.00 $35.00 $1,540.00 $65.84 $2,896.96 $17.00 $748.00 9 12"RC PIPE SEWER DESIGN 3006 CLASS V LF 31 $65.00 $2,015.00 $115.00 $3,565.00 $88.13 $2,732.03 $97.00 $3,007.00 10 15"RC PIPE SEWER DESIGN 3006 CLASS V LF 74 $85.00 $6,290.00 $120.00 $8,880.00 $101.30 $7,496.20 $90.00 $6,660.00 11 CASTING ASSEMBLY EA 14 $1,000.00 $14,000.00 $1,500.00 $21,000.00 $1,480.51 $20,727.14 $1,500.00 $21,000.00 12 CONNECT INTO EXISTING DRAINAGE STRUCTURE EA 4 $2,500.00 $10,000.00 $1,600.00 $6,400.00 $1,570.08 $6,280.32 $2,500.00 $10,000.00 13 CONSTRUCT DRAINAGE STRUCTURE DESIGN 2'X 3' LF 21 $750.00 $15,750.00 $900.00 $18,900.00 $1,271.26 $26,696.46 $750.00 $15,750.00 Total Part 2-STORM SEWER TOTAL $51,371.00 $63,185.00 $69,182.97 $59,940.00 Part 3-STREETS 14 AS BUILT LS 1 $1,500.00 $1,500.00 $1,600.00 $1,600.00 $2,557.46 $2,557.46 $2,600.00 $2,600.00 15 MOBILIZATION LS 1 $45,000.00 $45,000.00 $86,000.00 $86,000.00 $92,525.00 $92,525.00 $22,500.00 $22,500.00 16 CLEARING EA 20 $1,000.00 $20,000.00 $510.00 $10,200.00 $501.46 $10,029.20 $526.00 $10,520.00 17 GRUBBING EA 20 $1,000.00 $20,000.00 $160.00 $3,200.00 $300.88 $6,017.60 $316.00 $6,320.00 18 REMOVE SIGN EA 9 $40.00 $360.00 $26.00 $234.00 $25.07 $225.63 $26.00 $234.00 19 REMOVE SIGN PANEL EA 2 $47.00 $94.00 $26.00 $52.00 $25.07 $50.14 $26.00 $52.00 20 SALVAGE SIGN PANEL EA 1 $55.00 $55.00 $26.00 $26.00 $25.07 $25.07 $26.00 $26.00 21 REMOVE CURB AND GUTTER LF 3,206.00 $11.00 $35,266.00 $13.00 $41,678.00 $8.95 $28,693.70 $8.50 $27,251.00 22 REMOVE CONCRETE DRIVEWAY PAVEMENT SY 122 $15.00 $1,830.00 $20.00 $2,440.00 $10.89 $1,328.58 $10.00 $1,220.00 23 REMOVE CONCRETE PAVEMENT SY 103 $15.00 $1,545.00 $20.00 $2,060.00 $10.89 $1,121.67 $10.00 $1,030.00 24 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SY 167 $10.00 $1,670.00 $20.00 $3,340.00 $8.48 $1,416.16 $8.00 $1,336.00 25 REMOVE BITUMINOUS WALK SF 1,235 $1.50 $1,852.50 $2.25 $2,778.75 $1.15 $1,420.25 $1.10 $1,358.50 26 REMOVE CONCRETE WALK SF 14,854 $3.00 $44,562.00 $2.25 $33,421.50 $2.36 $35,055.44 $0.75 $11,140.50 27 SALVAGE&REINSTALL MAILBOXES LS 1 $10,000.00 $10,000.00 $15,000.00 $15,000.00 $14,417.04 $14,417.04 $14,500.00 $14,500.00 28 REMOVE AND REPLACE BITUMINOUS PAVEMENT SF 1,040 $20.00 $20,800.00 $8.00 $8,320.00 $10.87 $11,304.80 $6.00 $6,240.00 29 EXCAVATION-COMMON CY 746 $20.00 $14,920.00 $25.00 $18,650.00 $28.56 $21,305.76 $30.00 $22,380.00 30 GEOTEXTILE FABRIC TYPES SY 6,711 $1.00 $6,711.00 $1.00 $6,711.00 $1.10 $7,382.10 $2.00 $13,422.00 31 STREET SWEEPER(WITH PICKUP BROOM) HR 20 $135.00 $2,700.00 $125.00 $2,500.00 $160.47 $3,209.40 $180.00 $3,600.00 32 AGGREGATE BASE CLASS 5 TN 3,064 $25.00 $76,600.00 $10.00 $30,640.00 $18.05 $55,305.20 $12.00 $36,768.00 33 MILL BITUMINOUS SURFACE(5.0") SY 33,556 $3.50 $117,446.00 $3.50 $117,446.00 $3.25 $109,057.00 $2.00 $67,112.00 34 TYPE SP 9.5 WEARING COURSE MIX(2,B) TN 24 $120.00 $2,880.00 $250.00 $6,000.00 $145.00 $3,480.00 $125.00 $3,000.00 35 TYPE SP 9.5 WEARING COURSE MIX(3,C) TN 4,168.00 $80.00 $333,440.00 $75.00 $312,600.00 $72.00 $300,096.00 $91.00 $379,288.00 36 TYPE SP 9.5 NON WEAR COURSE MIX(3,C) TN 6,247 $80.00 $499,760.00 $75.00 $468,525.00 $72.00 $449,784.00 $87.00 $543,489.00 37 ADJUST GATE VALVE EA 8 $750.00 $6,000.00 $1,100.00 $8,800.00 $513.49 $4,107.92 $435.00 $3,480.00 38 ADJUST FRAME&RING CASTING EA 35 $750.00 $26,250.00 $1,100.00 $38,500.00 $1,166.16 $40,815.60 $2,010.00 $70,350.00 39 5"CONCRETE WALK SF 13,191 $9.00 $118,719.00 $9.00 $118,719.00 $9.79 $129,139.89 $11.00 $145,101.00 40 6"CONCRETE WALK SF 2,503 $15.00 $37,545.00 $15.00 $37,545.00 $20.27 $50,735.81 $24.00 $60,072.00 41 3"BITUMINOUS WALK SF 1,116 $4.00 $4,464.00 $6.00 $6,696.00 $3.30 $3,682.80 $5.00 $5,580.00 42 DRILL&GROUT REINFORCEMENT BAR(EPDXY COATED) EA 281 $10.00 $2,810.00 $10.00 $2,810.00 $21.03 $5,909.43 $22.00 $6,182.00 43 5"CONCRETE DRIVEWAY PAVEMENT SY 135 $70.00 $9,450.00 $80.00 $10,800.00 $70.01 $9,451.35 $124.00 $16,740.00 44 CONCRETE CURB&GUTTER LF 3,010 $30.00 $90,300.00 $23.00 $69,230.00 $34.69 $104,416.90 $37.00 $111,370.00 45 CONCRETE VALLEY GUTTER SY 115 $100.00 $11,500.00 $122.00 $14,030.00 $125.87 $14,475.05 $133.00 $15,295.00 46 TRUNCATED DOMES SF 460 $55.00 $25,300.00 $50.00 $23,000.00 $45.13 $20,759.80 $48.00 $22,080.00 47 CONCRETE PAVERS SF 90 $50.00 $4,500.00 $29.00 $2,610.00 $60.00 $5,400.00 $53.00 $4,770.00 48 ALTERNATE PEDESTRIAN ROUTE LS 1 $1,000.00 $1,000.00 $2,800.00 $2,800.00 $2,707.90 $2,707.90 $2,800.00 $2,800.00 49 TRAFFIC CONTROL LS 1 $20,000.00 $20,000.00 $43,500.00 $43,500.00 $34,600.89 $34,600.89 $40,000.00 $40,000.00 50 PORTABLE CHANGEABLE MESSAGE SIGN UNIT DAY 112 $85.00 $9,520.00 $80.00 $8,960.00 $75.22 $8,424.64 $79.00 $8,848.00 51 CONSTRUCTION SIGN SPECIAL SF 20 $35.00 $700.00 $55.00 $1,100.00 $50.15 $1,003.00 $53.00 $1,060.00 52 INSTALL SIGN EA 1 $400.00 $400.00 $105.00 $105.00 $100.29 $100.29 $105.00 $105.00 53 DELINEATOR/MARKER EA 1 $100.00 $100.00 $160.00 $160.00 $150.44 $150.44 $155.00 $155.00 54 SIGN SF 128 $100.00 $12,800.00 $55.00 $7,040.00 $50.15 $6,419.20 $52.00 $6,656.00 55 SIGN PANEL SF 9 $200.00 $1,800.00 $55.00 $495.00 $40.12 $361.08 $42.00 $378.00 56 ADJUST HANDHOLE EA 1 $1,500.00 $1,500.00 $425.00 $425.00 $977.85 $977.85 $160.00 $160.00 57 RIGID PVC LOOP DETECTOR 6'X6' EA 6 $1,200.00 $7,200.00 $1,200.00 $7,200.00 $1,980.78 $11,884.68 $1,800.00 $10,800.00 58 REVISE SIGNAL SYSTEM A EA 1 $50,000.00 $50,000.00 $40,000.00 $40,000.00 $55,060.54 $55,060.54 $42,000.00 $42,000.00 59 STORM DRAIN INLET PROTECTION EA 21 $160.00 $3,360.00 $175.00 $3,675.00 $149.93 $3,148.53 $200.00 $4,200.00 60 SEDIMENT CONTROL LOG TYPE WOOD FIBER LF 158 $5.00 $790.00 $3.00 $474.00 $7.52 $1,188.16 $8.00 $1,264.00 61 COMMON TOPSOIL BORROW CY 85 $110.00 $9,350.00 $65.00 $5,525.00 $71.76 $6,099.60 $58.00 $4,930.00 62 RAPID STABILIZATION METHOD 2 AC 0.46 $14,000.00 $6,440.00 $6,000.00 $2,760.00 $6,017.55 $2,768.07 $6,400.00 $2,944.00 63 SITE RESTORATION SF 23,343 $2.50 $58,357.50 $0.65 $15,172.95 $0.27 $6,302.61 $0.30 $7,002.90 64 4"SOLID LINE PAINT(WR) LF 25,622.00 $0.45 $11,529.90 $0.40 $10,248.80 $0.40 $10,248.80 $0.40 $10,248.80 65 4"DOUBLE SOLID LINE PAINT(WR) LF 13,038 $0.90 $11,734.20 $0.75 $9,778.50 $0.70 $9,126.60 $0.70 $9,126.60 66 24"SOLID LINE PAINT(WR) LF 1,156 $5.00 $5,780.00 $3.25 $3,757.00 $3.01 $3,479.56 $3.00 $3,468.00 67 PAVEMENT MESSAGE PAINT SF 62 $10.00 $620.00 $4.00 $248.00 $3.01 $186.62 $3.00 $186.00 68 CROSSWALK PAINT SF 3,168.00 $3.00 $9,504.00 $1.85 $5,860.80 $1.76 $5,575.68 $1.80 $5,702.40 TOTAL PART 3 STREETS TOTAL $1,818,315.10 $1,675,447.30 $1,714,516.49 $1,798,441.70 TOTAL PART 1-WATERMAIN $11,920.00 $14,236.00 $15,972.23 $18,560.00 TOTAL PART 2-STORM SEWER $51,371.00 $63,185.00 $69,182.97 $59,940.00 TOTAL PART 3-STREETS $1,818,315.10 $1,675,447.30 $1,714,516.49 $1,798,441.70 TOTAL BASE BID $1,881,606.10 $1,752,868.30 $1,799,671.69 $1,876,941.70 Contractor McNamara Contracting Inc OMG Midwest Inc. Bituminous Roadways Inc. Address 16700 Chippendale Avenue 14475 Quiram Dr 1520 Commerce Dr Address Rosemount,MN 55068 Rogers,MN 55374 Mendota Heights,MN 55120 Phone 651-322-5500 763-428-8886 651-450-9076 Representative Mike McNamara Erik Beggs Pam Hague Title President President Secretary Bid Bond 5.00% 5.00% 5.00% • ITEM: 4.K. ..... :�. Apple COUNCIL MEETING DATE: April 27, 2023 Valley SECTION: Consent Agenda Description: Approve Joint Powers Agreement with Dakota County for Project 2023-110, McAndrews Feasibility Study(140th St. to Galaxie Ave.) Staff Contact: Department/ Division: Matt Saam, Public Works Director Public Works Department ACTION REQUESTED: Approve the Joint Powers Agreement with Dakota County for Project 2023-110, McAndrews Feasibility Study (140th to Galaxie). SUMMARY: The attached Joint Powers Agreement (JPA) with Dakota County provides for a cost share between the City of Apple Valley and the County for a feasibility study to review possible improvements along a section of McAndrews Road (CSAH 38) from 140th Street east to Galaxie Avenue. A layout exhibit of the area being studied is attached. The feasibility study will review the following: • construction of a future trail along the south side of McAndrews Road, from 140th Street east to Galaxie Avenue • rehabilitation of existing retaining walls within the study area of McAndrews Road • consider any additional changes (i.e., lane reduction) to the study area of McAndrews Road The JPA has been reviewed and approved by the City Attorney. BACKGROUND: N/A BUDGET IMPACT: The JPA provides for a cost split per the County's Cost Share Policy between Dakota County and the City of Apple Valley to share costs for the project. The current cost estimate to the City of Apple Valley is estimated to be $40,000. Staff expects to use General Funds for the City's portion. ATTACHMENTS: Location Map Agreement _g / c`-\9___,,V , ';: -Li c). p V(- , I] L. rit 06 ciric r(m A' ,,-- i ' -7 , ,N , , 14,1, [§s, , r, , , --,, =09 (), Ci- -) . g-ii _ D 441 / 2j: .. ,, r____,\ Sc___Frlf: -ire4 Galt i \.\ i___j c-H— — .! IL Tv7 i va---„, _ t ,,, ciarjr1,_,? r(n ,,i1/ -,ct)d.c 3 s7 ..' V _nl zi gpi u ,___, 0 0 (7:6 , , _, ,(,„ , , i 0• Lno..4 :. ''ik ' , r419 . —J- ,- .L.hstw -,-cg ,,,1 E 7 ai:-li-/L[ C?) ' , W i-5I, i - i I-Y j 6- ffl 1 , 1-_ __J- lia---nl-r 1 _,-,---zi lip..c , )5s.--11 1 L' ill 13-gli-nr(wp , ,nr-,,,,p ia,_iftV- P6.1 ' i '-' [): -- n Li_41 r .: \c.)At 1 1 g a3- Ir'7. �a aF � �f - 1P�a� ..� q�tl ip. HEE ,:kin n_REELii 1 ji [R9 L ICT . i.6 ' 4 1E-- . . . .` ,g LUEEL3c13m) g ea D -11n%fti "F] E3'•ai-- -1 -r\-1\) DO ""ea ,_ 82' III.111 Project Area g c==%77E,c_t_is)1 [2,) _ Nov.33 i= , - T-2 ° I'l d - Qo e ,, i, _.-, IE:y,\ _ P, 3 IIP_07,E1 L\Clit: - - irqiNL-3, , I iLk -Lbad--10 I A c ) 0. Sli- •- 047 ijrriU 1 i %- (P011"16.1 F 160th--;- [ iNoinvorl 0 0.1 0.3 0.5 Miles MCANDREWS ROAD FEASIBILITY STUDY PROJECT AREA AppaII Vey CITY OF APPLE VALLEY Dakota County Contract No. COOXXXXX JOINT POWERS AGREEMENT BETWEEN THE COUNTY OF DAKOTA AND THE CITY OF APPLE VALLEY FOR DAKOTA COUNTY PROJECT NO. 38-064 Feasibility Study for McAndrews Road Improvements Between 140t" Street and Galaxie Avenue (County Project 38-064) SYNOPSIS: Dakota County and the City of Apple Valley agree to conduct a feasibility study for several improvements to McAndrews Road within Apple Valley, including trail facilities and rehabilitation of existing retaining walls. This study will include necessary changes to existing roadway, intersection, and storm water management infrastructure to accommodate trail and retaining wall improvements. THIS JOINT POWERS AGREEMENT ("Agreement") is entered into by and between the County of Dakota ("County") and the City of Apple Valley ("City") (County and City are hereinafter collectively referred to as the "Parties") and witnesses the following: WHEREAS, under Minnesota Statutes Section 471.59, subdivision 1, two governmental units may enter into an Agreement to cooperatively exercise any power common to the contracting Parties, and one of the participating governmental units may exercise one of its powers on behalf of the other governmental units; and WHEREAS, to provide a safe and efficient transportation system, the County and the City are pursuing the feasibility of multiuse trail and other necessary improvements on County State Aid Highway 38 (McAndrews Road); and WHEREAS, the County has, in consultation with the City, programmed the design and construction of trail gaps along McAndrews Road (Exhibit A); and WHEREAS, this Agreement defines the roles and responsibilities of each party regarding a feasibility study. NOW, THEREFORE, it is agreed that the County and the City will share responsibilities and jointly participate in costs as described in the following sections: 1. Engineering. Engineering shall include all aspects of the feasibility study, including public involvement, agency involvement, alternatives analysis, surveying and mapping, including the cost of County and City staff time for these purposes. Engineering costs incurred shall be split based according to specific tasks as described in Section 2. 2. Cost Share. The costs of Engineering for specific elements of the feasibility study will be allocated and paid by each party as follows: (pursuant to Sections F.1 and F.4, as noted in Exhibit B, which consists of a portion of the Dakota County Transportation Plan). • Multiuse trail: 85% County, 15% City • Roadway: 85% County, 15% City • Stormwater facilities: 85% County, 15% City • Retaining walls: 100% County, 0% City • Intersection traffic signals: each party shall be responsible for 100% of each roadway managed by it that creates an intersection. 3. Payment. The County will engage a contractor to complete the study and will administer the contract and act as the paying agent for all payments to the Contractor. Payments to the Contractor will be made as the project work progresses, and when certified by the County Engineer. Upon presentation of an itemized claim by the County, the City shall reimburse the County for its share of the costs incurred under this Agreement. Payment shall be made within 35 days from the receipt of an invoice. If any portion of an invoice is questioned by the City, the remainder of the invoice shall be promptly paid, and accompanied by a written explanation of the amounts in question. Payment of any outstanding amount will be made following good faith negotiation and documentation of actual costs incurred in carrying out the work. 4. Change Orders and Supplemental Agreements. Any change orders or supplemental agreements that affect any of the cost participation must be approved by the County's Authorized Representative and the City prior to execution of work. The Parties shall endeavor to provide timely approval of change orders and supplemental agreements so as not to delay completion of the study. 5. Amendments. Any amendments to this Agreement will be effective only after approval by each governing body and execution of a written amendment document by duly authorized officials of each body. 6. Effective Dates for Design of Project. This Agreement will be effective upon execution by duly authorized officials of each governing body and shall continue in effect until all work to be carried out in accordance with this Agreement has been completed. Absent an amendment, however, in no event will this Agreement continue in effect after June 30, 2024. 7. Rules and Regulations. The County and the City shall abide by Minnesota Department of Transportation and standard specifications, rules, and contract administration procedures. 8. Indemnification. The County agrees to defend, indemnify, and hold harmless the City against any and all claims, liability, loss, damage, or expense arising under the provisions of this Agreement and caused by or resulting from negligent acts or omissions of the County and/or those of County employees or agents. The City agrees to defend, indemnify, and hold harmless the County against any and all claims, liability, loss, damage, or expense arising under the provisions of this Agreement and caused by or resulting from negligent acts or omissions of the City and/or those of City employees or agents. The Parties recognize that liability for any claims arising under this Agreement are subject to the provisions of the Minnesota Municipal Tort Claims Law; Minnesota Statutes, Chapter 466. In the event that any claims or actions are filed against either party, nothing in this Agreement shall be construed to allow a claimant to obtain separate judgments or separate liability caps from the individual Parties. In order to insure a unified defense against any third-party liability claim arising from the study, the Parties agree to require any contractors or subcontractors hired to do any of the work contemplated by this Agreement to maintain professional liability insurance in amounts consistent with minimum limits of coverage established under Minnesota Statutes § 466.04. All such insurance policies shall name County and City as additional insureds. 9. Employees of Parties. Any and all persons engaged in the work to be performed by the County shall not be considered employees of the City for any purpose, including Worker's Compensation. All claims made by any third party because of any act or omission on the part of County employees while so engaged on any of the work contemplated herein shall not be the obligation or responsibility of the City. The opposite situation shall also apply: the County shall not be responsible under the Worker's Compensation Act for any employees of the City, and any and all claims made by any third party as a consequence of any act or omission on the part of City employees while so engaged on any of the work contemplated herein shall not be the obligation or responsibility of the County. 10. Audit. Pursuant to Minnesota Statutes § 16C.05, Subd. 5, any books, records, documents, and accounting procedures and practices of the County and the City relevant to the Agreement are subject to examination by the County and the City and either the Legislative Auditor or the State Auditor as appropriate. The County and the City agree to maintain these records for a period of six years from the date of performance of all services covered under this Agreement. 11. Integration and Continuing Effect. The entire and integrated agreement of the Parties contained in this Agreement shall supersede all prior negotiations, representations or agreements between the County and the City regarding the study, whether written or oral. 12. Authorized Representatives. The authorized representatives for the purpose of the administration of this Agreement are: Erin Laberee (or successor) Matt Saam (or successor) Dakota County Transportation Public Works Director Director/County Engineer City of Apple Valley 14955 Galaxie Avenue 7100 147th Street West Apple Valley, MN. 55124 Apple Valley, MN 55124 (952) 891-7122 (952) 953-2700 The Authorized Representative shall obtain authorization to implement or administer any provision of this Agreement from his or her respective governing body as required by the governing body's policies and procedures. The Parties shall promptly provide notice to each other when an Authorized Representative's successor is appointed. The Authorized Representative's successor shall thereafter be the Authorized Representative for purposes of this Agreement. All notices or communications required or permitted by this Agreement shall either be hand delivered or mailed by certified mail, return receipt requested, to the above addresses. Either party may change its address by written notice to the other party. Mailed notice shall be deemed completed two business days after the date of mailing. IN WITNESS THEREOF, the Parties have caused this Joint Powers Agreement to be executed by their duly authorized officials. CITY OF APPLE VALLEY RECOMMENDED FOR APPROVAL: By Matt Saam, Public Works Director Clint Hooppaw, Mayor Date Date APPROVED AS TO FORM: City Attorney/Date Attest: Pamela J. Gackstetter, Clerk Date COUNTY OF DAKOTA RECOMMENDED FOR APPROVAL: By Georg Fischer, Erin Laberee, Transportation Director Physical Development Director Date Date APPROVED AS TO FORM: Dakota County Board Resolution No. County Attorney Date: File #: Contract No. , ,,' -,--- . -:). ,...%u, r,'..'....;1 .1:,. ., .� i � �,y .,f 1, 7 iii '' `- . c,7..J' ,ys'tis;.` } 9 ,l i t ,%n t:i; i \'dh p r r`�4G°•�''--- -wy r r ' a ; r a."$r ♦ 'w- ,�'=� ``.-i * 4 .�,S'y'11.yr , '9+ r e - 9&-i,• s •aJ4 � .T-Ir• .444 i'li.,,4,• ��gs • 1 `' %/f1� C6C9"2"'"^Ci'' tiE►`0 1 .�..,a'"r_411..•• s:.'"4.1 0.9- '04. , ,C` °l ;'. .E.. '..a -'14.. 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PP.2 Wetland Mitigation Areas When wetland impacts cannot be avoided, create wetland mitigation areas in compliance with local, state and federal permits by delineating wetlands on transportation projects, creating wetland mitigation areas within the affected watershed first and within the county second and developing wetland bank credits for establishment of quality habitat and cost-effective wetland mitigation of future transportation projects. PP.3 Well and Water Supply When appropriate, install, maintain or permanently seal all wells impacted or used in conjunction with any transportation project, in accordance with Dakota County Ordinance No. 114, Well and Water Supply Management and MN Rules 4725. PP.4 On-Site Sewage Treatment When appropriate, properly install, maintain or properly abandon all sewage systems impacted or used in conjunction with any Dakota County transportation project, in accordance with Dakota County Ordinance No. 113, On-Site Sewage Treatment and MN Rules 7080. PP.5 Surface Water Drainage System Design Design surface water drainage systems with transportation system improvements to protect water quality, enhance roadside habitat and reduce long-term costs associated with managing and maintaining drainage systems. Comply with all federal, state and local requirements. PP.6 Pedestrian and Bicycle Facilities Evaluate all transportation projects for opportunities to improve bicycle and pedestrian connectivity and safety, including repair or provision of shared use paths, shoulder bike lanes, sidewalks and crossing safety improvements. PP.7 Design and Construction Standards Use MnDOT, AASHTO, State Aid and Federal Aid standards as appropriate in the design and construction of highways. PP.8 Traffic Control Devices Design and Operation Design and operate traffic control devices on the highway and on adjacent trail systems according to engineering study and standards as stated in applicable Minnesota Statutes and Minnesota Manual on Uniform Traffic Control Devices (MnMUTCD). A-1 PP.9 Speed Limits Speed limits will be posted on highways as provided by Minnesota law. The County Engineer is authorized to request MnDOT to perform traffic studies to determine the reasonable and safe speed limits on highways where conditions have sufficiently changed to warrant a study and/or when a city council requests a speed study by resolution. Special speed zones may be appropriate adjacent to schools, in rural centers and in areas where many pedestrians are present. PP.10 Parking Restrictions The County Engineer is authorized, at the county's discretion,to place parking restrictions on county highways when supported by city council resolution. PP.11 Temporary Traffic Controls The County Engineer is authorized to establish, maintain, and remove temporary traffic controls as necessary to allow safe and efficient progress of authorized highway projects, or for emergency situations. PP.12 CIP Annually review and prepare the five-year Transportation CIP. PP.13 CIP Resolution Annually require a city council or township board resolution that requests and supports inclusion of a proposed project in the Transportation CIP. PP.14 Transportation Plan Consistency Prioritization and selection of Transportation CIP projects will consider consistency with the Transportation Plan and with Plan investment goals. PP.15 Environmental Regulations Follow the Dakota County Physical Development Division Environmental Due Diligence Process, investigate and clean up contamination in accordance with Minnesota Pollution Control Agency guidance when encountered, complete Regulated Building Materials Surveys on buildings that are to be demolished, and adhere to best management practices on all projects. PP.16 NURP/NPDES Apply National Urban Runoff Program (NURP) standards, or their equivalent, for highway projects and share maintenance costs. Conform to the National Pollutant Discharge Elimination System (NPDES) requirements and to state water quality standards in accordance with Mn Rules Chapter 7050. PP.17 Solid Waste Management Manage solid waste and evaluate available soil management options consistent and in accordance with Dakota County Ordinance No. 110 Solid Waste Management,the Dakota County Solid Waste Master Plan and applicable state and federal solid waste regulations. Expand the use of compost (yard waste and food waste-derived) in MnDOT and local government transportation infrastructure projects when appropriate. Use MnDOT specifications for compost use as appropriate in roadside construction and landscaping projects. A-2 PP.18 Hazardous Wastes and Materials Manage hazardous wastes and hazardous materials in accordance with Dakota County Ordinance No. 111, Hazardous Waste Regulation, and applicable state and federal hazardous waste and hazardous materials regulations. PP.19 Storm Water Pollution Prevention Plan Prepare a Storm Water Pollution Prevention Plan (SWPPP)for transportation construction projects in conformance with MPCA permit requirements and develop soil erosion control plans and practices for transportation projects. Work with local watersheds to implement their plans to clean, infiltrate and manage water. PP.20 State and Federal Requirements Adhere to state and federal requirements in soliciting comments regarding construction of the transportation network. PP.21 Minnesota Data Practices Act Make available to the public all policies, guidelines and plans concerning highways consistent with the Minnesota Data Practices Act. PP.22 Capital Improvement Program -Agency Involvement Involve affected units of government,transit providers and other partners in the annual development of the CIP. PP.23 Multi-Disciplinary Work Teams Solicit input from and involve all interested parties in the planning and design of transportation projects to properly reflect community and environmental values. PP.24 Manage the Adopt-a-Highway Program Manage a program whereby the public can adopt segments of the county highway system to assist in keeping the highway right-of-way clean. Goal 1: Limited Resources are Directed to the Highest Priority Needs of the Transportation System F.1 Cost Participation -Roadway For cities with populations over 5,000,the county will participate in engineering and construction costs for county highway and associated improvements as defined in Table 4 after deducting federal and state cost participation amounts,for the following cost-shared items, individually or in combination,for projects included in the adopted County CIP: 1. Highway construction. 2. Mitigation required by local, state and federal permits, including accessibility requirements. 3. Eligible storm sewer and other drainage facilities based on contributing flows meeting State Aid sharing factors. 4. Replacement or restoration of fences, landscaping, and driveways when affected by construction. 5. Centerline drainage culverts. 6. Existing traffic signals as part of a roadway project. A-3 7. Replace or adjust sanitary sewer, water, and storm sewer systems, if required due to county highway construction. 8. Replace or adjust privately owned public utilities when utilities exist within privately held easements. 9. Eligible water pollution control best management practice items based on the county's share of contributing flows and meeting National Pollution Discharge Elimination System (NPDES) standards such as outlet structures, sedimentation basins and ponds, and temporary erosion control. This includes recognition of the best management practices and systems necessary to meet all local, county, state or federal storm water treatment requirements. 10. Trail and sidewalks along county highways including pedestrian crossing improvements such as beacons, median refuges and bump outs, and overpasses or underpasses, including the Transportation share of greenway crossings, as deemed necessary by the county for safe accommodation of pedestrians and bicycles in the highway right-of-way. 11. Lighting of sidewalks and trails adjacent to county highways in marked school zones and pedestrian crossings in county highways right-of-way. 12. Transit infrastructure improvements on highways, including bus pullouts, bus shelter pads, and other pedestrian facilities determined necessary to support transit. The county will be responsible for 100 percent of the costs of existing pavement retained and/or rehabilitated through mill and overlay, resurfacing, reclamation, or other methods, as part of the final project. Applicable cost share policies will be applied to all other new construction or reconstruction involving excavation, installation, and placement of other new or reconstructed infrastructure. All other maintenance responsibilities not stated within a policy are county responsibilities. This policy(F.1) also is applied to the county highway portion of trunk highway projects. A-4 Investment Goal Activities by County/City Share Dakota County Highway Cost Share Policy Overview Please refer to individual policies for specific details. Investment County City Cost Share Goal Activities Share Share Comments Policy Paved Highway Surface 100% 0% Gravel Highway Surface Bridge Rehabilitation Preservation Traffic Safety and Operation F.17 Pedestrian and Bicycle Facilities F.8 Retaining Wall Rail Crossings Storm Sewer Maintenance up to Up to 80%County for leads and up to 80% F.7 80% City for mainline Small Safety Projects up to 100% F.15 Management Roundabouts up to 15% +15%City share per City leg F.13 85% New Traffic Signals 55% 45% F.4 Highway Replacement 85% 15% Includes improvements such as turn lanes, F.1 Replacement and Bridge Replacement medians,shoulders,trails,sidewalks and F.2 Modernization Gravel Road Paving school zone and pedestrian crossing lighting. F.3 Lane Reductions Does not include additional through lanes, F.19 2-to 3-Lane Modernization small safety projects,traffic signals or interchanges. Signal Replacement and Modernization up to Cost split per leg F.4 100% Replacement and Aesthetics up to Up to 3%of construction cost F.2 Modernization 3% and Expansion Principal Arterials-non-Freeway 85% 15% Does not include small safety projects, F.1 traffic signals or interchanges F.2 10-ton Routes and 6-lane-1/2 mile spacing 75% 25% Does not include small safety projects, F.3 Expansion roundabouts,traffic signals or interchanges F.14 All Other Expansion Projects 55% 45% Interchanges avg.legs Average of legs Table 4. NOTE: The county is responsible for operation, maintenance and power cost for enhanced or dynamic signing unless otherwise noted. F.2 Cost Participation -Aesthetic Participate in aesthetics up to three percent of the county share of highway construction costs (excluding right-of-way, bridges, ponds, and storm sewers) prior to application of federal, state, or jurisdictional transfer funds. The county share of aesthetic participation may not exceed the local cost share for aesthetics. Aesthetics may include landscaping, plantings, decorative pavements, surface treatments, or decorative fencing. The county will not participate in aesthetics on preservation or management projects. Aesthetic elements are subject to clear zone and sight line requirements, may not hinder normal maintenance operations, or degrade safety or operation of the highway, including trail or sidewalk facilities. The county will not participate in additional right-of-way necessary for only aesthetic enhancements.The local agency is responsible for maintenance of all aesthetic elements. Failure to maintain aesthetic elements may result in the local agency no longer being eligible for aesthetic funding participation.The county reserves the right to remove non- maintained aesthetic elements and recover costs from the local agency. A-5 F.3 Cost Participation -Right-of-Way For cities with populations over 5,000,the county will participate in the cost of right-of-way for county highway and associated improvements as defined in Table 4 for existing highways where right-of-way is required for: 1. The construction of items described in F.1, (1-11), F.4(Traffic Signals), and F.13 (Roundabouts) provided city land use decisions have supported right-of-way needs in the corridor. 2. The county's portion of storm sewer and other drainage facilities based on contributing flows meeting State Aid sharing factors. 3. The county portion of water pollution control best management practice items based on the county's share of the contributing flows and meeting NPDES standards. This includes recognition of the best management practices and systems necessary to meet all local, county, state or federal storm water treatment requirements. F.4 Cost Participation—Traffic Signals Traffic signals on county highways including construction costs for attached streetlights, interconnection, pre-emption, etc., will be eligible for the following county engineering and construction item participation after subtracting federal and/or state funds as follows: 1. New traffic signal installation, both independent installations or when included with a broader highway project, up to 55 percent county funds. 2. Existing traffic signal replacement or modernization including operational revisions for independent intersection projects such as flashing yellow arrows and pedestrian indications up to the percentage of intersection approach legs under county jurisdiction. 3. 100 percent of traffic signal removals and any directly associated intersection revision construction costs as independent or included in a broader highway project. 4. County standard for signal poles is galvanized. Initial painting and maintenance re-painting costs are aesthetic and is at city cost. F.5 Cost Participation Involving Federal and State Funds Subtract from the county eligible project costs,funds received from regional federal solicitation, Trunk Highway Fund,Trunk Highway Jurisdictional Transfer Fund, or federal or state grants,with the balance of remaining costs divided according to applicable county policies. F.6 Cost Participation for Populations Less Than 5,000 Pay all costs for eligible construction and reconstruction for county highway improvements in cities with populations less than 5,000 and all townships. F.7 Cost Participation for Storm Sewer System Maintenance Share the cost of city maintenance of the following elements of county transportation facility storm water drainage systems: 1. Roadway catch basins and pipes connecting catch basins to mainline pipes are eligible for up to 80 percent county participation, or the county share of contributing flows, whichever is less. 2. Mainline pipes at a minimum of 20 percent or the county's share of contributing flows, whichever is greater. 3. Storm water treatment and mitigation facilities based on the county's share of contributing flows. A-6 4. To be eligible for county participation, a system-wide maintenance agreement between the county and local agency will be required to identify system-wide storm water roles and cost responsibilities. These cost share agreements are for actual repair and replacement projects and not for routine maintenance activities such as cleaning. 5. To be eligible for county participation, storm sewer repair and maintenance projects must be included in the currently adopted CIP or be approved by the county prior to incurring costs. F.8 Multi-Use Trails and Sidewalk Maintenance Participate in pavement preservation, overlay, or reconstruction of trails and sidewalks along the county highway system up to 100 percent.The city is responsible for snow and ice removal.To be eligible for county participation in trails and sidewalks, a system-wide maintenance agreement between the county and local agency will be required to identify system-wide trail and sidewalk roles and cost responsibilities. F.9 Transit Capital and Operating Consider participation in transit capital and operating enhancements, or pilot projects, up to 50 percent after application of federal or state funds available for the project as determined by the county. F.10 Tax Increment Financing(TIF)Costs Subtract from the county eligible project costs,the costs of highway improvements or other highway costs (e.g.turn lanes,traffic controls, etc.), which are, in the determination of the county, the result of tax increment financing plan or an amendment to a TIF plan with the balance of costs divided according to policies. County Board resolution is required for any significant deviation from this policy. F.11 Township Allotment Fund As requested by the township and approved by the County Engineer, use the "township allotment"to fund: 1. 50 percent of township road or bridge construction projects. 2. Intersection lighting of county highways, including energy costs. (Energy costs will be submitted on an annual basis.) 3. Sign replacement funding. F.12 Capital Improvement Program Annually prepare and review the five-year Transportation,Transportation Sales and Use Tax and Regional Railroad Authority CIP's. F.13 Cost Participation—Roundabouts Participate up to 85 percent of the costs for eligible engineering and construction items, including streetlights and other features determined as necessary for operation, for roundabouts as described in Policy F.1. as follows: o County Intersections: 25 percent base level of participation plus 15 percent for each county approach leg of the intersection. o Trunk Highway Intersections: 85 percent for each county leg of the intersection after application of federal and/or state funds. The county does not participate in strictly aesthetic elements for roundabout projects. A-7 F.14 Cost Participation—Future County Road Segments At county discretion, participate in the construction and engineering costs in accordance with F.1 for constructing local roadways that are identified as future county highway segments to county standards, over and above the costs that would have been incurred to construct the segment to city collector street standards. F.15 Cost Participation—Small Safety Projects The county may participate up to 100 percent of the engineering and construction costs of the following project types based on county review or prioritization to improve the safety of the transportation system, provided that they would not otherwise be included in a larger management, replacement and modernization or expansion project, or permit request: 1. Median closures or modifications; 2. Access closures or modifications; 3. Streetlights at intersections, marked pedestrian crossing locations and lighting along county highway trails within school zones with demonstrated safety benefit based on county evaluation—Participate up to 100 percent for power and maintenance costs; 4. Turn lanes or channelization at the intersection of two county highways; 5. Pedestrian crossing improvements including median refuges, bump outs, and pavement markings; 6. Guardrail Installation; and 7. ADA required safety improvements including curb ramps, sidewalk and bus shelter pads, and sidewalk connections within county highway right-of-way. F.16 Cost Participation—Local Roadway System The county may participate up to 85 percent, as defined on Table 4, of the costs for construction of local roadways necessary to directly mitigate physical, safety or operational deficiencies on the county highway system. Actual participation amount shall be based on the quantifiable benefit to the county highway system, as determined by the county based on engineering study. Local roadway construction costs that will be considered include: 1. Costs associated with relocation and construction of portions of the local roadway system to provide for its continuity and operation at a level that approximates its condition prior to construction of a county highway project. 2. Costs associated with improvements necessary to adequately accommodate county highway traffic detoured onto a local roadway during county highway construction. 3. Costs to improve local roadways to adequately accommodate traffic turning from the county highway onto a local roadway due to the addition of turn lanes on the county highway. 4. Costs directly associated with removal or consolidation of existing access to the county highway system. 5. Costs associated with construction of a local roadway that directly mitigates an existing county highway safety or operational issue or directly eliminates or significantly delays the need to expand the county highway system. F.17 Traffic Signal and Street Lighting Power Costs and Maintenance Responsibilities Participate in the maintenance and power costs for new and replacement traffic signals and standard streetlights as follows. Aesthetically enhanced and decorative streetlights are subject to Policy F.2. A. New and Replacement A-8 a. Installation (New and Replacement) Streetlights at intersections, marked pedestrian crossing locations and lighting along county highway trails within school zones with demonstrated safety benefit based on county evaluation—Participate up to 100 percent for power and maintenance costs. b. Street lighting at roundabouts—The county will be responsible for power costs and maintenance on county-county and state-county intersection roundabouts and the city will be responsible on city-county intersection roundabouts. c. Street lighting, maintenance and power costs for traffic signals—The county will participate in power costs for traffic signals including the streetlight up to the percentage of intersection approach legs under county jurisdiction.The streetlights must be energy saving and connected to the service cabinet. Street lighting is the luminaire, pole and all wiring located above the signal mast arm.The city is responsible for maintenance of streetlights and all costs for unmetered services. Painting maintenance of streetlights for signals is 100 percent city responsibility. B. Existing a. Energy saving light retrofits -The county does not participate. Cities may elect to retrofit streetlights at their cost and by permit through the county. F.18 County Advanced Funding for City Cost Participation The county will consider advancing the local share of a project, consistent with adopted county cost participation policies, in the approved CIP's by agreement with the city involved when all the following criteria are met: 1. The county determines there is a need on the county transportation system that should be addressed sooner than city funding allows. 2. The county has the available funds to pay the city cost share at the time the cost will be incurred. 3. The city submits a request to the county explaining the reason(s)for the county to advance fund their share. 4. The plan for city repayment is defined in an agreement between the city and county. 5. County advance funding is limited to a maximum 3-year period. F.19 Left Turn Lane/Access Permit Process In cities over 5,000 in population,the county will participate up to 85 percent of one half(42.5 percent) of the engineering, right-of-way and construction costs for left turn lanes required by the county through the access permitting process on high speed,two-lane, undivided county highways to accommodate a new access across from an existing access that does not have an existing left turn or bypass lane. For locations in cities under 5,000 in population or townships, the county may participate up to 50 percent of the engineering, right-of-way and construction costs. Goal 2: Preservation of the Existing System P.1 Bridge Inspection and Maintenance Perform inspection and maintenance of bridges in compliance with state statutes, MnDOT, and federal requirements. A-9 P.2 Bicycle Trail Resurfacing Perform trail maintenance and trail resurfacing at end of useful pavement life for trails in county right-of-way. P.3 County Highway Sweeping Sweep all county highways with urban sections, and selected county highways with rural sections as necessary based on debris, annually in the spring. County highway segments will also be swept in the non-snow season as determined necessary by the county based on debris. Fall street sweeping will focus on removing leaves from urbanized segments of the county's road system. The county will: 1. Strive to remove sand before it goes into the storm sewer. 2. Attempt to remove leaves from the gutters. 3. Rotate the order of sweeping among the cities. 4. Work with cities to determine priority areas to clean first(e.g., to prevent sand from going into catch basins where there may be a problem). 5. If additional assistance is needed, consider contracting with local municipalities. 6. Comply with NPDES requirements. P.4 Mowing Policy During the growing season (May to October), mow medians and boulevards in non-rural areas up to six times per year for safety. In rural areas observe Minnesota Statute 160.232- Mowing Ditches Outside Cities. Cities may supplement the mowing. P.5 Mailbox Replacement Mailboxes conforming to current design standards adjacent to highways that have been hit directly by a snowplow or have been removed by a county project or maintenance activity will be repaired or replaced with a conforming mailbox at the expense of the county. Owners are responsible for the care and replacement of mailboxes unless hit directly by a snowplow. Mailboxes adjacent to highways that require repair or replacement because they are a safety hazard or because they are non-conforming will be replaced by the owner or the county in accordance with Minnesota Statute 169.072. P.6 Drainage Cleaning Clean drainage ditches, gutters, and storm sewer inlet grates as identified per maintenance agreements for storm sewer systems. P.7 Permit Coordination Coordinate permit approval with cities prior to issuing permits to avoid possible city conflicts. Goal 3: Management to Increase Transportation System Efficiency, Improve Safety and Maximize Existing Highway Capacity M.1 Access Guidelines-Local Streets and Driveways Pursue spacing and configuration of intersecting local streets and driveways in accordance with access management principles and with the county's adopted access guidelines through the plat approval process, in conjunction with construction projects, corridor studies, or as required by safety and operation of the highway in consideration of all users. A-10 M.2 Weight Restrictions The County Engineer may impose weight restrictions on county highways to prevent significant structural deterioration. M.3 10-Ton Routes-Plan Updates With each plan update, adopt an updated network of 10-ton routes. M.4 10-Ton Routes—Designation 10-ton routes will be designated consistent with applicable State Statutes based on the following criteria: • The proposed route is included on the adopted 10-ton route system; • Adequate pavement structure and cross section design; • Provides primary access to intensive industrial and commercial development; • Provides primary access to trunk highways or other 10-ton routes; • Has support of townships through township board consultation and cities through a city council resolution; and • Board resolution. M.5 Jurisdictional Classification -Potential Jurisdictional Transfers Evaluate county highways identified for potential jurisdictional changes, including highways not on the county system according to the following criteria: • Traffic volumes • Functional classification • Connections to major activity centers • Connectivity to the metropolitan transportation system • Goods movement function • Economic impact • Mobility versus land access • Spacing between county highways • Route continuity • Connectivity to multiple communities and areas outside the region M.6 Jurisdictional Transfers For roadways identified in the Plan for jurisdictional transfer: • Coordinate efforts with local units of government to complete jurisdictional transfers in accordance with MN Statute 163.11. • Work in cooperation with local governments to execute agreements prior to official revocation of the highway by County Board resolution. • Consider potential MnDOT jurisdictional transfers on a case-by-case basis by County Board resolution. • If agreeable between the county and a city or township, provide financial payment for jurisdictional transfers based on need or highway improvement in lieu of making improvements. M.7 Traffic Control Signals—City or State Maintenance Assistance Provide maintenance assistance and advanced traffic management system management(ATMS) for traffic control signals under the jurisdiction of cities or the state. Maintenance assistance and A-11 access to the county's ATMS will be defined through agreements. The city will reimburse the county for actual costs incurred for staff, equipment and materials used through an annual fee. The county will evaluate the annual fee each year. M.8 Traffic Control Signals—Transit Priority Work with transit providers, cities, and the state to evaluate the use of priority timing of signal systems for transit vehicles along specific corridors. M.9 Intersection Traffic Control Changes Install, modify, or remove intersection traffic controls based on engineering study to determine the best measure for the safety and operation of the intersection and adjacent corridor. Installation or removal of intersection traffic controls requires County Board approval. M.10 Right-of-Way-Landscaping By permit, allow low maintenance landscape plantings on highway right-of-way. Permittees will be responsible for maintenance of landscape and associated facilities. M.11 Contiguous Plat Ordinance The Plat Commission will review any plat adjacent to a county highway or a highway shown on the plats needs map as identified in the Contiguous Plat Ordinance No.108. The review of a proposed plat and final approval of that plat is specifically limited to the following factors of countywide significance: 1. Ingress and egress to and from county roads. 2. Approach grade intersection with county roads. 3. Drainage. 4. Safety standards. 5. Right-of-way requirements of county roads. 6. Local road system integration with county road system. 7. Land use impact on development of county road system. M.12 Right-of-Way Permits Require a permit for any obstruction, excavation or placement of signs, utilities, facilities or other items within the county rights-of-way. The permit application process and requirements are described in Ordinance No. 126, Management of the Public Right-of-Way, and the Right-of-Way Management Procedures document, which details permit issuance practices. M.13 Bicycle and Pedestrian Facilities within County Right-of-Way Require approval for design and location of bicycle and pedestrian facilities by non-county agencies within county highway right-of-way. M.14 Bicycle and Pedestrian Facilities Signs and Pavement Markings Traffic controls and signage on bicycle and trail facilities will be in accordance with the Minnesota Manual on Uniform Traffic Control Devices. M.15 Bicycle and Pedestrian Facility Construction Construct bicycle and pedestrian facilities in conjunction with all highway construction and mill and overlay projects based on needs and context,to the extent practical. A-12 M.16 On-Road Bicycle Facilities Include bikeable shoulders on county highways in rural and urban areas with roadway projects when practical. Goal 4: Replacement and Modernization of Deficient Elements of the System R.1 Highway Replacement Reconstruct and modernize highways or highway elements that have exceeded their useful life based on structural, functional, operational or safety factors. R.2 Bridge Inspections Perform bridge inspections of county bridges in accordance with applicable laws and rules. Goal 5: Transit and Transitways T.1 Funding Partnerships Provide funding for transitway operations in accordance with established regional and interagency agreements and consider providing funding contributions for other services on an individual basis in cooperation with service providers and local municipalities and according to applicable County Cost Participation Policies. T.2 Improve Operating Conditions Dakota County will identify and pursue feasible improvements to county highways through the Capital Improvement Program that can improve transit service quality, operating efficiency, and accessibility to provide an integrated multi-modal system that will maximize the movement of people within Dakota County and the region. T.3 Develop Cost Effective and Efficient Transit Solutions through Mobility Management Dakota County will assume a lead role, currently through GoDakota,with transit providers and human service agencies and other community stakeholders to identify opportunities for broad collaboration, coordination and integration between all transportation modes that is consistent with mobility management concepts. T.4 Consider Transit Facility Needs in All Transportation Projects Provide infrastructure for transit operations and transit service access within county highway right-of-way where practical including signage, pedestrian facilities, bus pull-outs, and bus stop amenities. Goal 6: Expansion of Transportation Corridors E.1 Right-of-Way Acquisition-Highway Construction/Plat Dedication When appropriate, assure that right-of-way acquisition for highway construction projects is consistent with plat dedication requirements to plan for long term system needs. E.2 Right-of-Way-Standards Follow standards for placement of utilities,trails, and other structures within highway right-of-way to minimize the need for relocation due to future expansion. A-13 E.3 Right-of-Way-20-Year Needs Map Develop and maintain a countywide right-of-way needs map based upon long-term system capacity needs to identify future right-of-way needs. The following factors will be considered: 1. 20-year traffic projections. 2. Function of highway. 3. Corridor preservation. 4. Consistency with policy objectives. 5. Environmental considerations. 6. Intermodal potential. 7. Coordination with adjacent land use. 8. Corridor study recommendations. 9. Future interchanges locations. 10. Continuity along corridors. E.4 Future County Highway Alignments Future county highway alignments and re-alignments are identified through engineering studies and adopted by County Board resolution. A-14 • ITEM: 4.L. ..... :�. Apple COUNCIL MEETING DATE: April 27, 2023 Valley SECTION: Consent Agenda Description: Approve Agreement with Musson Bros., Inc., for Project 2023-106, Greenleaf Townhouse 2nd Sanitary Sewer Improvements Staff Contact: Department/ Division: Brandon Anderson, City Engineer Engineering Division ACTION REQUESTED: Approve agreement with Musson Bros., Inc., for Project 2023-106, Greenleaf Townhouse 2nd Sanitary Sewer Improvements in the amount of$246,350.00. SUMMARY: On March 31, 2023, two (2) quotes were received for Project 2023-106, Greenleaf Townhouse 2nd Sanitary Sewer Improvements project as described within the attached bid tabulation. Quotes ranged from $246,350.00 to $249,950.00. Musson Bros., Inc. submitted the low bid in the amount of $246,350.00. The low bid was $81,100.00 higher than the Engineer's estimate of$165,250.00. It is still recommended to proceed with the contract for sanitary sewer lining due to overall competitive quotations provided. A standard City agreement will be utilized for this project. BACKGROUND: On September 22, 2022, City Council adopted Resolution Number 2022-134 directing the preparation of plans and specifications for Project 2023-106, Greenleaf Townhouse 2nd Sanitary Sewer Improvements. BUDGET IMPACT: During the design process for Project 2023-104, 142nd Street W. Street and Utility project, it was determined that the scope of the project needed significant additional utility repair beyond the original scope and budget. Due to the large scope change, Project 2023-104 will be moved from a 2023 construction to a future date determined in the Capital Improvement Plan review process. It is also recommended by staff that the sanitary sewer funds designated for street & utility reconstruction of 142nd be utilized for the additional budget needs for sanitary sewer lining. Estimated Project Costs: Budgeted Costs: Awarded Costs Construction Cost $165,250 $246,350.00 Construction Contingency 24,750 24,750 Engineering, Contract Admin, Inspection, 10,000 10,000 Testing, Survey Total Estimated Cost $ 200,000 $ 281,000 Estimated Project Funding Total Estimated Funding $ 200,000 $ 281,000 ATTACHMENTS: Map Bid / Quote Tabulation I I v ". [ZilEll CIJ - ::;ry .. ❑V ruff] � F. Aiello ►RR1I`�w■n. y�ae Lt r + ) `\n ❑ v U - ❑ d 141 Alec ;..47' rhlvll•Z. I, r❑❑ . ❑ �p�pi n: iiy p` a�l�lln"�♦ ��I,�� '� ri ,% V •old I ngy��s .i i1111 di11` ►� �� ♦ y:atom:IIMi e��- III ° AI111 �'� ♦ �1►.n►O�i Itii /I `h ,,,tr�f EIt# Q V 1:11. � 11iri irk 2 ,,,, KJUL! �� ■ Mr I ■1■!♦N. ammm.:♦� /.�ic� �� wows- . n,o \��1 ' ..��ii r NAZ 1)0 Pat �� @� ■.rnp�. ar �o�:�: v.m� egdlllll =1'l '!�.■.■//ice a.i♦ ® lei `�• ° 'I16��:... 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Rd 46) 0 1500 3000 N SCALE FEET ••• GREENLEAF TOWNHOUSE 2ND SANITARY SEWER IMPROVEMENTS ••• •••• ••• • City of Apple Valley Apple II Figure 1 Valley DATE:08/08/2022 PROJECT NO. 2023-106 ••• Project Name: Greenleaf Townhouse 2nd Sanitary Sewer Improvements I hereby certify that this is an exact ••••i •••• City Project No.: 2023-106 reproduction of bids received. ••• Quotes opening: Friday,March 31,2023 Owner: City of Apple Valley Apple Quote Brandon Anderson,P.E. Valley Registration No.43332 Engineer Estimate Musson Bros Inc. BLD Services,LLC Section Title NO. Item Description Unit Est Quantity Unit Price Total Price Unit Price Total Price Unit Price Total Price GREENLEAF TOWNHOUSE SANITARY SEWER IMPROVEMENTS 1 MOBILIZATION LUMP SUM 1 $11,500.00 $11,500.00 $11,750.00 $11,750.00 $25,000.00 $25,000.00 2 INCIDENTAL) LIN FT 1,190 $40.00 $47,600.00 $70.00 $83,300.00 $60.00 $71,400.00 3 LINING SEWER LATERALS 3' EACH 33 $2,850.00 $94,050.00 $3,800.00 $125,400.00 $3,850.00 $127,050.00 4 LINING SEWER LATERALS SPECIAL LIN FT 60 $35.00 $2,100.00 $15.00 $900.00 $25.00 $1,500.00 5 TRAFFIC CONTROL LUMP SUM 1 $10,000.00 $10,000.00 $25,000.00 $25,000.00 $25,000.00 $25,000.00 Total Part 1-SANITARY SEWER $165,250.00 $246,350.00 $249,950.00 TOTAL-GREENLEAF TOWNHOUSE SANITARY SEWER IMPROVEMENTS $165,250.00 $246,350.00 $249,950.00 Contractor Musson Bros Inc. BLD Services LLC Address 1522 Pearl Street 2424 Tyler Street Address Waukesha,WI 53186 Kenner,LA.70062 Phone 262-790-5060 504-466-1344 Representative Michael J.Sikma Jacob Trapani Title President Vice President Bid Bond 5.00% 5.00% • ITEM: 4.M. ..... Apple COUNCIL MEETING DATE: April 27, 2023 Valley SECTION: Consent Agenda Description: Approve Agreement with North Metro Companies, LLC, for Project 2023-111, 2023 Ash Tree Replacements Staff Contact: Department/ Division: Jessica Schaum, Natural Resources Coordinator Natural Resources Division ACTION REQUESTED: Approve agreement with North Metro Companies, LLC, for Project 2023-111, 2023 Ash Tree Replacements, in the amount of$25,620. SUMMARY: In March 2023, quotes were sought to supply and plant 66 trees around the City from boulevard ash tree removals. Quotes were sent to four companies. Eight varieties of trees will be replanted to further diversify the City's urban forest. A standard City agreement will be utilized. BACKGROUND: This project will continue the City's proactive management of emerald ash borer infestations t o public trees. The City began managing the ash tree population in 2014 to reduce the impact of emerald ash borer on the urban forest. Replacement trees are offered in front yard locations where a boulevard ash has been removed due to Emerald ash borer. BUDGET IMPACT: Funding for the ash tree replacement project is included in the Public Works Administration Natural Resources operating budget. ATTACHMENTS: Bid / Quote Tabulation Exhibit A BID TABULATION PROJECT 2023-111 2023 ASH TREE REPLACEMENTS North Metro Companies, LLC Hoffman & McNamara Co. ITEM EST. UNIT TOTAL UNIT TOTAL No. ITEM UNIT QUANTITY PRICE PRICE PRICE PRICE 1 OHIO BUCKEYE EA 1 $425.00 $425.00 $ 560.00 $ 560.00 2 HACKBERRY EA 1 $390.00 $390.00 $ 528.00 $ 528.00 3 SKYLINE HONEYLOCUST EA 11 $395.00 $4,345.00 $ 525.00 $ 5,775.00 4 RED OAK EA 23 $395.00 $9,085.00 $ 549.00 $ 12,627.00 5 NORTHERN CATALPA EA 5 $400.00 $2,000.00 $ 538.00 $ 2,690.00 6 NEW HARMONY AMERICAN ELM EA 5 $375.00 $1,875.00 $ 523.00 $ 2,615.00 7 AUTUMN BRILLIANCE SERVICE BERRY EA 10 $375.00 $3,750.00 $ 561.00 $ 5,610.00 8 SPRING SNOW CRABAPPLE EA 10 $375.00 $3,750.00 $ 507.00 $ 5,070.00 TOTAL BID $25,620.00 $ 35,475.00 S:\Public-Works\Private\Projects\2023 Public Infrastructure Projects\2023-111 Ash Tree Replacements\Contract Documents\Bids Received\Bid Tab 2023- 111.xlsx • ••• ITEM: 4.N. ..... .... II 2023 Apple COUNCIL MEETING DATE: April 27, Va ey SECTION: Consent Agenda Description: Approve Change Order No. 2 for Apple Valley Fire Station#2 and Improvements to #1 &#3 Staff Contact: Department/ Division: Charles Grawe,Assistant City Administrator Administration/ Information Technologies ACTION REQUESTED: Approve Change Order No. 2 for Apple Valley Fire Station #2 and Improvements to #1 & #3 to various contractors in various amounts, and authorize the Mayor and City Clerk to sign contract documents. SUMMARY: The Apple Valley Fire Station#2 and Improvements to #1 & #3 project is using construction management services. As a result, the bid specification created 29 separate bid categories and 29 separate contracts. In addition, the City has a construction management contract with Terra. Attached is a proposal for Change Order No. 2 to the project contracts. The change order covers six issues summarized below. These issues result in changes to ten of the contracts. The resulting changes to each contract are line itemized on the attached summary sheet. The total budget impact for the entire change is an addition of$6,269.52. The changes to the individual contract sums prior to the approval of the change and after the approval of the change order are detailed on the attached summary sheet. The project is under budget. Due to timing and scheduling, staff may grant prior approval of some of these items to keep the project moving on schedule. If prior staff approval is given, an explanation will be noted with the issue description. BACKGROUND: Item 1: Revise sanitary sewer pipe route at Fire Station #1. This is a housekeeping issue that relates to correcting the documents to show the actual location of the existing sanitary sewer pipe that was mismarked in the original plans. This item was approved by staff on March 29, 2023 to keep the project on schedule. Item 2: Provide conduits from the electrical transformer to the property line at Fire Station #2. This work is being moved up on the timeline so that it can be accomplished for less cost now with other trenched utility work, rather than using a more expensive boring method later in the project. Item 3: Remove Door 202 and guard rail at Fire Station #1. Due to code concerns, the access panel to the fitness room is being replaced with sheetrock. Item 4: Revise kitchenette millwork at Fire Station #2. This is an alteration to provide required clearance space in front of a sink. Item 5: Add fireproofing to Stairway B landing at Fire Station #2. This change is a request from the Apple Valley Building Inspections through the code review process. Item 6: Provide wood lintel at bump-out at Fire Station #2. This change is a request from the Apple Valley Building Inspections through the code review process. This items was approved by staff on April 13, 2023 to keep the project on schedule. BUDGET IMPACT: The total budget impact for the entire change is an addition of $6,269.52. See the attached summary for the list of cost changes by issue and by contract. ATTACHMENTS: Change Order Document(s) Apple Valley Fire Station #2 & Improvements to #1 & #3 Change Order Budget Impact Summary Sheet Change Order Number: 2 Council Meeting Date: 27-Apr-23 Costs by Construction Issue Prior Staff Item(s) Change Amount Summary Approval? 1 No Cost $ - FS 1 Revise sanitary pipe to reflect actual conditions yes 2 Addition $ 4,267.94 FS 2 Provide conduits from the transformer to the property line no 3 &4 Deduction $ (2,942.44) FS 1 remove Door 202 and guard rail, FS 2 revise kitchenette no millwork 5 & 6 Addition $ 4,944.02 FS 2 add fireproofing to Stairway B landing, provide wood lintel at yes bumpout required as part of the city plan/code review process Total Cost Changes $ 6,269.52 Costs by Contract Contract Change Information Costs by Contract Contractor Previous Amount Change New Amount CO# 5A Steel (Supply& Install) Red Cedar Steel Erectors, Inc. $ 1,163,700.00 $ (1,320.00) $ 1,162,380.00 1 6A Carpentry Ebert, Inc. $ 441,244.00 $ 2,720.30 $ 443,964.30 2 6B Casework Woodside Industries, Inc. $ 132,714.56 $ 162.56 $ 132,877.12 1 8A Doors, Frames, & Hardware Mid-Central Door Co. $ 209,087.00 $ (1,488.94) $ 207,598.06 1 8C Glass& Glazing Structural Glass Products, Inc. $ 345,000.00 $ (90.00) $ 344,910.00 1 9A Gypsum board RTL Construction, Inc. $ 339,000.00 $ 1,832.08 $ 340,832.08 1 9F Painting Mulcahy Nickolaus LLC $ 188,100.00 $ (284.00) $ 187,816.00 1 22A Mechanical New Line Mechanical, Inc. $ 2,488,494.42 $ - $ 2,488,494.42 2 26A Electrical Vinco, Inc. $ 1,470,230.00 $ 4,094.87 $ 1,474,324.87 1 Const. Man. Fee Terra General Contractors LLC $ 202,790.69 $ 92.65 $ 202,883.34 2 Const. Man. Bill. Hours Terra General Contractors LLC $ 440.00 $ 550.00 $ 990.00 2 Total Cost Changes $ 6,269.52 • ITEM: 4.0. ..... :�. Apple COUNCIL MEETING DATE: April 27, 2023 Valley SECTION: Consent Agenda Description: Approve Personnel Report Staff Contact: Department/ Division: Melissa Haas, Human Resources Manager Human Resources Division ACTION REQUESTED: Approve the personnel report. SUMMARY: The employment actions attached to this memo are recommended for City Council approval. BACKGROUND: The City Council's approval of the Personnel Report includes the ratification of the City Administrator's actions in carrying out the terms and conditions of the employment of the City personnel. BUDGET IMPACT: Budgeted positions. ATTACHMENTS: Personnel Report PERSONNEL REPORT City of Apple Valley April 27,2023 Human Resources EMPLOYMENT ACTIONS The following employment actions are recommended for City Council approval: First Last Base Pay Pay Pay Date Name Name Action Position Status Dept. Rate Type Scale (on or about) Golf Outside Service Casual, Maxwell Anderson Rehire Attendant Seasonal 2205 $ 13.60 Hourly C-01 6/8/2023 Full-Time, Kathy Bodmer Promotion City Planner Regular 1100 $ 120,624.00 Annual 200E 5/6/2023 Casual, Aaron Cavanaugh Rehire Lifeguard II Seasonal 1940 $ 20.00 Hourly C-06 6/8/2023 Casual, Emery Christian Hire Lead Puppet Performer Seasonal 1800 $ 15.35 Hourly C-04 5/15/2023 Accept Full-Time, Nick Clark Resignation Maintenance Worker I Regular 1600 4/13/2023 Full-Time, Michael Cordes Transfer Maintenance Worker II Regular 1710 $ 35.55 Hourly UMII 5/6/2023 Casual, James Edstrom Rehire Golf Shop Attendant Variable Hour 2205 $ 13.60 Hourly C-01 5/25/2023 Full-Time, Steven Fisher Hire Police Officer Regular 1200 $ 7,792.00 Monthly U-P 5/6/2023 Casual, Adeline Ganther Rehire Facility Attendant Seasonal 1930 $ 13.60 Hourly C-01 6/8/2023 Casual, Lucas Goeldner Hire Seasonal Maintenance I Seasonal 2205 $ 16.95 Hourly SM1 5/25/2023 Accept Full-Time, Brett Haeder Resignation Police Officer Regular 1200 4/5/2023 Full-Time, Justin Haugland Hire Police Officer Regular 1200 $ 5,886.00 Monthly U-P 5/6/2023 Golf Outside Service Casual, Connor Hennen Rehire Attendant Seasonal 2205 $ 13.60 Hourly C-01 6/8/2023 Casual, Brayden Herzberg Rehire Lifeguard I Seasonal 1940 $ 16.50 Hourly C-05 6/8/2023 Casual, Ryan Hiebert Rehire Facility Attendant Seasonal 1940 $ 13.60 Hourly C-01 6/8/2023 Casual, Jesse Howard Rehire Recreation Facility Assistant Variable Hour 2205 $ 16.50 Hourly C-03 5/25/2023 Casual, Michael Jennison Hire Recreation Program Leader Seasonal 1800 $ 13.90 Hourly C-02 6/8/2023 Casual, Greta Jensen Rehire Facility Attendant Seasonal 1940 $ 13.60 Hourly C-01 6/8/2023 Casual, Kaitlyn Jensen Hire Recreation Program Leader Seasonal 1800 $ 13.90 Hourly C-02 6/8/2023 Casual, Mallory Knutson Rehire Pool Manager Seasonal 1940 $ 24.40 Hourly C-09 6/8/2023 Casual, Cooper Kreutzmann Rehire Lifeguard I Seasonal 1940 $ 16.90 Hourly C-05 6/8/2023 Casual, Samuel Kuseske Hire Seasonal Maintenance I Seasonal 2205 $ 16.95 Hourly SM1 4/25/2023 Casual, Ashely Losie Rehire Lifeguard I Seasonal 1940 $ 16.90 Hourly C-05 6/8/2023 The Council's approval of the Personnel Report includes the ratification of the City Administrator's actions in carrying out the terms and conditions of the employment of the City personnel. Page 1 of 2 PERSONNEL REPORT City of Apple Valley April 27,2023 Human Resources First Last Base Pay Pay Pay Date Name Name Action Position Status Dept. Rate Type Scale (on or about) Full-Time, Evan Lundeen Hire Maintenance Worker I Regular 1600 $ 32.45 Hourly UMI 5/1/2023 Casual to Full- Full-Time, Adaline Machacek Time Maintenance Worker I Regular 1600 $ 26.25 Hourly UMI 5/1/2023 Full-Time, Nicole Malecha Rehire Police Officer Regular 1200 $ 7,357.00 Monthly U-P 5/6/2023 Casual, Prestyn Micklo Rehire Lifeguard I Seasonal 1930 $ 16.50 Hourly C-05 6/8/2023 Casual, Ashley Nelsen Rehire Lifeguard II Seasonal 1940 $ 19.05 Hourly C-06 6/8/2023 Full-Time, Matthew Nelson Promotion Fire Chief Regular 1300 $ 132,870.00 Annual 240E 5/6/2023 Casual, Mila Ressmeyer Rehire Facility Attendant Seasonal 1940 $ 13.95 Hourly C-01 6/8/2023 Golf Outside Service Casual, Tanner Rezny Hire Attendant Variable Hour 2205 $ 13.25 Hourly C-01 5/25/2023 Golf Outside Service Casual, Luke Rice Rehire Attendant Variable Hour 2205 $ 13.60 Hourly C-01 6/8/2023 Casual, Ella Rudashevsky Rehire Lifeguard I Seasonal 1940 $ 16.50 Hourly C-05 6/8/2023 Paid on Call Chuck Russell Rehire Fire Fighter Volunteer 1300 $ 18.60 Hourly FIRE 5/10/2023 Casual, Kim Sherman Hire Golf Shop Attendant Variable Hour 2205 $ 13.25 Hourly C-01 5/25/2023 Casual, Kelsey Strang Rehire Lifeguard I Seasonal 1940 $ 16.90 Hourly C-05 6/8/2023 Golf Outside Service Casual, Luke Walton Hire Attendant Variable Hour 2205 $ 13.25 Hourly C-01 6/8/2023 Casual, Olivia Zwart Rehire Lifeguard I Seasonal 1930 $ 16.10 Hourly C-05 6/8/2023 The Council's approval of the Personnel Report includes the ratification of the City Administrator's actions in carrying out the terms and conditions of the employment of the City personnel. Page 2 of 2 • ITEM: 4.P. ..... :�. Apple COUNCIL MEETING DATE: April 27, 2023 Valley SECTION: Consent Agenda Description: Approve Claims and Bills Staff Contact: Department/ Division: Ron Hedberg, Finance Director Finance Department ACTION REQUESTED: Approve claims and bills. SUMMARY: Attached for City Council review and approval are check registers for recent claims and bills. BACKGROUND: N/A BUDGET IMPACT: Check registers dated April 5, 2023, and April 12, 2023, in the amounts of $1,296,178.18, and $814,142.22, respectively. ATTACHMENTS: Claims and Bills Claims and Bills R55CKR2 LOGIS101 CITY OF APPLE VALLEY 4/5/2023 10:13:11 Council Check Register by GL Page- 1 Council Check Register by Invoice&Summary 3/20/2023 -- 4/7/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 28606 4/7/2023 145130 1 CLEAN CONSCIENCE 1,150.00 EDUBLDG-CLEANING MAR 438749 3MAR23 2092.6240 CLEANING SERVICE/GARBAGE EDUCATION BUILDING FUND 1,150.00 28607 4/7/2023 100101 ACE HARDWARE 3.59- DISCOUNT 438916 101310970791 1330.6333 GENERAL-CASH DISCOUNTS FIRE OPERATIONS 35.96 DRILL BITS 438916 101310970791 1330.6211 SMALL TOOLS&EQUIPMENT FIRE OPERATIONS 4.99 SAW PLUGS 438605 101360970861 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE .98- DISCOUNT 438915 101385970401 1765.6333 GENERAL-CASH DISCOUNTS PARK EQUIPMENT MAINTENANCE 9.84 BOLTS FOR HOSE REEL#234 438915 101385970401 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 46.22 28608 4/7/2023 144685 AM CRAFT SPIRITS INC 125.00 LIQ#3 00051504 438773 16477 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 126.00 TAX#3 00051504 438774 16477 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 3.00 FREIGHT#3 00051504 438775 16477 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 254.00 28609 4/7/2023 137136 APPLE AWARDS INC 122.18 RETIREE APPLE&KEY/SCHWEITZER 438695 70519 1025.6399 OTHER CHARGES EMPLOYEE RECOGNITION PARTY 122.18 28610 4/7/2023 100609 ASPEN EQUIPMENT CO 60.43 LED LIGHT MOUNTING BOX#249 438618 10247439 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 60.43 28611 4/7/2023 100054 BAUER BUILT INC 54.30 TIRE BALANCE BEADS 438700 518019666 1630.6229 GENERAL SUPPLIES STREET EQUIPMENT MAINTENANCI 54.30 TIRE BALANCE BEADS 438700 518019666 1765.6229 GENERAL SUPPLIES PARK EQUIPMENT MAINTENANCE 54.30 TIRE BALANCE BEADS 438700 518019666 5345.6229 GENERAL SUPPLIES WATER EQUIP/VEHICLE/MISC MNTC • 54.30 TIRE BALANCE BEADS 438700 518019666 5390.6229 GENERAL SUPPLIES SWR EQUIP/VEHICLE MISC MNTC/R :. 217.20 28612 4/7/2023 100058 BELLBOY CORPORATION 103.80 TAX#1 00004928 438776 106540900 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 124.70 NTAX#1 00004928 438777 106540900 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 103,80 LIQ#3 00004928 438795 106541200 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 68,00 TAX#3 00004928 438796 106541200 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 20.00 NTAX#3 00004928 438797 106541200 5085.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 112.35 TAX#3 00004928 438793 106545600 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 20.10 NTAX#3 00004928 438794 106545600 5085.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 4/5/2023 10:13:11 Council Check Register by GL Page- 2 Council Check Register by Invoice&Summary 3/20/2023 -- 4/7/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 28612 4/7/2023 100058 BELLBOY CORPORATION Continued... 59.40- CNTAX#3 00004928 438792 106552900 5085.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 20.10 NTAX#2 00004928 438779 106561100 5055.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 113.65 NTAX#1 00004928 438778 106584300 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 289.00 TAX#3 00004928 438798 106588500 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 92.10 NTAX#3 00004928 438799 106588500 5085.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 59,40- CNTAX#2 00004928 438780 106601400 5055.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 860.95 LIQ#1 00004928 438781 98733600 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 167.00 NTAX#1 00004928 438782 98733600 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 14.00 FREIGHT#1 00004928 438783 98733600 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 510.25 LIQ#3 00004928 438789 98733700 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 180.00 WINE#3 00004928 438790 98733700 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 8.00 FREIGHT#3 00004928 438791 98733700 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 183.75 LIQ#2 00004928 438788 98778800 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 744.50 LIQ#1 00004928 438784 98841700 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 10.00 FREIGHT#1 00004928 438785 98841700 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 892.00 LIQ#3 00004928 438800 98842100 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 12.00 FREIGHT#3 00004928 438801 98842100 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 467.00 LIQ#1 00004928 438786 98944400 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 67.95 LIQ#1 00004928 438787 98944400 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 5,066.20 28613 4/7/2023 142897 BOLTON&MENK,INC. 72.50 RECORD PLAN GIS 438677 307160 4502.6235 2021117G CONSULTANT SERVICES IMPROVEMENTS-ASSESSED 1,977.00 FINAL DESIGN 438730 307162 4422.6235 2021154G CONSULTANT SERVICES '21 FACILITIES CIP 1,848.50 FINAL DESIGN 438731 307163 4502.6235 2020144G CONSULTANT SERVICES IMPROVEMENTS-ASSESSED 435.00 RECORD PLAN GIS 438732 307164 4502.6235 2021147G CONSULTANT SERVICES IMPROVEMENTS-ASSESSED 1,425.00 CONSTRUCTION ADMIN 438733 307165 4502.6235 2021155G CONSULTANT SERVICES IMPROVEMENTS-ASSESSED 320.00 CAD SUPPORT 438678 307166 1510.6235 CONSULTANT SERVICES PW ENGINEERING&TECHNICAL 382.00 RECORD PLAN GIS 438679 307167 4502.6235 2022147G CONSULTANT SERVICES IMPROVEMENTS-ASSESSED 1,303.50 RECORD PLAN GIS 438734 307168 4502.6235 2022146G CONSULTANT SERVICES IMPROVEMENTS-ASSESSED 560.00 FINAL DESIGN 438735 307169 4502.6235 2022158G CONSULTANT SERVICES IMPROVEMENTS-ASSESSED 8,323.50 28614 4/7/2023 100634 C L BENSEN CO INC 166.48 FILTERS 438701 140067 1920.6229 GENERAL SUPPLIES SENIOR CENTER 166 48 28615 4/7/2023 148990 CASPERSON,JULIE 220.80 XA BEAT INSTRUCTOR 438664 20230329 1920.6249 OTHER CONTRACTUAL SERVICES SENIOR CENTER 220.80 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 4/5/2023 10:13:11 Council Check Register by GL Page- 3 Council Check Register by Invoice&Summary 3/20/2023 -- 4/7/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 28615 4/7/2023 148990 CASPERSON,JULIE Continued... 28616 4/7/2023 141474 COLE PAPERS INC. 227.52 TRIFOLD TOWELS MC 438666 10274308 1060.6229 GENERAL SUPPLIES MUNICIPAL BLDG&GROUNDS MN1 661.60 PAPER TOWELS TRIFOLD&ROLL 438725 10274309 1540.6229 GENERAL SUPPLIES CMF BUILDINGS&GROUNDS MNTC 889.12 28617 4/7/2023 100128 DAKOTA ELECTRIC ASSOCIATION 9,212.88 LIGHTING UPGRADES REDWOOD DR 438745 200002442135FEB 4752.6810 2022101G CONSTRUCTION IN PROGRESS ELECTRIC FRANCHSE 23 69.37 SIGNAL 140TH/GARDNVW MAR 438704 200003037769MAR 5805.6255 UTILITIES-ELECTRIC STREET LIGHT UTILITY FUND 23 37.46 SIGNAL 140TH/HAYES MAR 438705 200003037777MAR 5805.6255 UTILITIES-ELECTRIC STREET LIGHT UTILITY FUND 23 47.89 FOUNDERS/GALAXIE SIGNAL MAR 438736 200003777430MAR 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 23 37,46 GALAXIE/FOUNDER LN SPKLR MAR 438737 200003919925MAR 1610.6255 UTILITIES-ELECTRIC STREET/BOULEVARD REPAIR&MN' 23 327.89 15281 FOUNDERS BLVD LIGHTS MAR 438738 200004198750MAR 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 23 121.97 LIFT STN STRM SWR GALAXIE MAR 438703 200004229209MAR 5505.6255 UTILITIES-ELECTRIC STORM DRAIN MNTC/RPR/SUMPS 23 16.89 GARDENVIEW DR PK SLTR MAR 438706 200004331096MAR 1730.6255 UTILITIES-ELECTRIC PARK BUILDING MAINTENANCE 23 19.73 REDWOOD PKS RESTRM MAR 438707 200004514691MAR 1730.6255 UTILITIES-ELECTRIC PARK BUILDING MAINTENANCE 23 24.01 943 1/2 GARDENVIEW DR MAR 438699 200010052737MAR 5805.6255 UTILITIES-ELECTRIC STREET LIGHT UTILITY FUND 23 17.27 15763 HEYWOOD CT MAR 438708 200010053463MAR 1210.6255 UTILITIES-ELECTRIC POLICE FIELD OPERATIONS/PATRO 23 81.88 SIGN VALLEYWOOD ENTRANCE 438698 200010078741MAR 2215.6255 UTILITIES-ELECTRIC GOLF CLUBHOUSE BUILDING 23 10,014.70 28618 4/7/2023 100141 DICKS VALLEY SERVICE 248.00 TOWING#240 438619 2354334 1765.6265 REPAIRS-EQUIPMENT PARK EQUIPMENT MAINTENANCE 94.95 ALIGNMENT#906 438688 89984 1210.6265 REPAIRS-EQUIPMENT POLICE FIELD OPERATIONS/PATRO 342.95 28619 4/7/2023 117768 DRAIN PRO PLUMBING 1,217.00 AVSC PLUMBING WATER SOFTENER 438717 70564 1920.6266 REPAIRS-BUILDING SENIOR CENTER R55CKR2 LOGIS101 CITY OF APPLE VALLEY 4/5/2023 10:13:11 Council Check Register by GL Page- 4 Council Check Register by Invoice&Summary 3/20/2023 -- 4/7/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 28619 4/7/2023 117768 DRAIN PRO PLUMBING Continued... 1,217.00 28620 4/7/2023 101365 ECM PUBLISHERS INC 265.50 PUBLISH 2023 BUDGET SUMMARY 438657 934010 1035.6239 PRINTING FINANCE 44.25 LEGAL AD-CUP LIQUOR 438600 936130 1015.6239 PRINTING CITY CLERK/ELECTIONS 150.45 LEGAL AD-VACATION HAZELWOOD 438594 939249 1015.6239 PRINTING CITY CLERK/ELECTIONS 460.20 28621 4/7/2023 100157 FACTORY MOTOR PARTS CO 14.92 BRAKE CLEANER 438692 75464158 1765.6229 GENERAL SUPPLIES PARK EQUIPMENT MAINTENANCE 14.92 BRAKE CLEANER 438692 75464158 1630.6229 GENERAL SUPPLIES STREET EQUIPMENT MAINTENANCI 14.92 BRAKE CLEANER 438692 75464158 1350.6229 GENERAL SUPPLIES FIRE VEHICLE MAINTENANCE 14_92 BRAKE CLEANER 438692 75464158 1210.6229 GENERAL SUPPLIES POLICE FIELD OPERATIONS/PATRO 14.92 BRAKE CLEANER 438692 75464158 5390.6229 GENERAL SUPPLIES SWR EQUIP/VEHICLE MISC MNTC/R 14.92 BRAKE CLEANER 438692 75464158 5345.6229 GENERAL SUPPLIES WATER EQUIP/VEHICLE/MISC MNTC 89.52 28622 4/7/2023 120313 FASTENAL COMPANY 212.38 SIGN POST HARDWARE 438668 MNLAK196877 1680.6229 GENERAL SUPPLIES TRAFFIC SIGNS/SIGNALS/MARKER: 212.38 28623 4/7/2023 150543 GROUP HEALTH INC-WORKSITE 614.40 EAP MARCH 2023 438748 W852512 9000.2115 ACCRUED MEDICAL INSURANCE PAYROLL CLEARING BAL SHEET 614.40 28624 4/7/2023 142085 HOOPPAW,CLINT 204.00 LMC CONF-HOOPPAW-DULUTH MN 438160 20230320 1005.6278 SUBSISTENCE ALLOWANCE MAYOR/CITY COUNCIL 204.00 28625 4/7/2023 103314 INNOVATIVE OFFICE SOLUTIONS 73,05 CORK STRIPS FOR PS ROOM 438597 IN4128003 1900.6229 GENERAL SUPPLIES AV COMMUNITY CENTER 83.56 AVSA CLEANING SUPPLIES 438598 IN4129329 5210.6229 GENERAL SUPPLIES ARENA 1 BUILDING MAINTENANCE 221.67 3 SOAP DISPENSERS 438648 IN4129573 1540.6229 GENERAL SUPPLIES CMF BUILDINGS&GROUNDS MNTC 295.22 WET WIPES DRY WIPES 438648 IN4129573 5365.6229 GENERAL SUPPLIES SEWER MGMT/REPORTS/DATA ENT 120.96 CORK STRIP FOR PS ROOM 438596 IN4135772 1900.6229 GENERAL SUPPLIES AV COMMUNITY CENTER 32.79 PENS&PENCIL LEAD-SUPPLY ROOM 438697 IN4140314 1035.6210 OFFICE SUPPLIES FINANCE 5.27 LABEL TABS 438768 IN4141248 1500.6210 OFFICE SUPPLIES PW MANAGEMENT 49.92 POCKET FOLDERS 438768 IN4141248 5305.6210 OFFICE SUPPLIES WATER MGMT/REPORT/DATA ENTR' 117.42 WIPES MARKERS 438768 IN4141248 5365.6210 OFFICE SUPPLIES SEWER MGMT/REPORTS/DATA ENT 123.13 AVSA RUBBER FLOOR MAINTENANCE 438608 IN4142583 5210.6229 GENERAL SUPPLIES ARENA 1 BUILDING MAINTENANCE R55CKR2 LOGIS101 CITY OF APPLE VALLEY 4/5/2023 10:13:11 Council Check Register by GL Page- 5 Council Check Register by Invoice&Summary 3/20/2023 -- 4/7/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 28625 4/7/2023 103314 INNOVATIVE OFFICE SOLUTIONS Continued... 7.62 SCISSORS FOR BREANNA,PLANNING 438739 IN4147169 1100.6210 OFFICE SUPPLIES DEV MANAGEMENT 42.99 FOLDERS,MARKERS&NOTE PADS 438739 IN4147169 1035.6210 OFFICE SUPPLIES FINANCE 72.10 AVCC WIPES,TAPE,POST-ITS,MISC 438914 IN4150167 1900.6210 OFFICE SUPPLIES AV COMMUNITY CENTER 1,245.70 28626 4/7/2023 101796 INTERSTATE BATTERY SYSTEM OF M 138.90 TORO MOWER BATTERIES 438687 220069392 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 138.90 28627 4/7/2023 101371 LAWELL,MICHAEL T 153.00 LMC CONF-LAWELL-DULUTH MN 437702 20230310 1010.6278 SUBSISTENCE ALLOWANCE ADMINISTRATION 153.00 28628 4/7/2023 148457 LEGACY COMPANIES INC 830,00 LS#3 QUARTERLY HVAC MAINT. 438714 5715 5095.6249 OTHER CONTRACTUAL SERVICES LIQUOR#3 OPERATIONS 830,00 28629 4/7/2023 156007 MACQUEEN EMERGENCY 8.40 TRUCK 4983 438702 P08833 1350.6215 EQUIPMENT-PARTS FIRE VEHICLE MAINTENANCE 8,40 28630 4/7/2023 100293 MACQUEEN EQUIPMENT 97.83 SWEEPER-PARTS 438593 P48236 5505.6215 EQUIPMENT-PARTS STORM DRAIN MNTC/RPR/SUMPS 279.70 SWEEPER RE-BUILD PARTS 438667 P48457 5505.6215 EQUIPMENT-PARTS STORM DRAIN MNTC/RPR/SUMPS 827.71 SWEEPER RE-BUILD PARTS 438727 P48458 5505.6215 EQUIPMENT-PARTS STORM DRAIN MNTC/RPR/SUMPS 1,205.24 28631 4/7/2023 137425 MARSCHALL,STEPHANIE 137.52 MCFOA CONF-ST CLOUD-MARSCHALL 438651 20230324 1015,6276 SCHOOLS/CONFERENCES/EXP OTHERCITY CLERK/ELECTIONS 137.52 28632 4/7/2023 100299 MASTER ELECTRIC CO 744.46 JCAC ELECTRIC MID WINTERFEST 438628 SD44920 1730.6266 REPAIRS-BUILDING PARK BUILDING MAINTENANCE 744.46 28633 4/7/2023 100302 MCNAMARA CONTRACTING INC 10,310.00 2021 ST&UTIL IMPR-FINAL#12 438656 20230308 2027.6810 2021101S CONSTRUCTION IN PROGRESS ROAD ESCROW 14,320.94 2021 ST&UTIL IMPR-FINAL#12 438656 20230308 2027.6810 2021101W CONSTRUCTION IN PROGRESS ROAD ESCROW 23,831.18 2021 ST&UTIL IMPR-FINAL#12 438656 20230308 2027.6810 2021101S CONSTRUCTION IN PROGRESS ROAD ESCROW 59,242.58 2021 ST&UTIL IMPR-FINAL#12 438656 20230308 2027.6810 2021101D CONSTRUCTION IN PROGRESS ROAD ESCROW R55CKR2 LOGIS101 CITY OF APPLE VALLEY 4/5/2023 10:13:11 Council Check Register by GL Page- 6 Council Check Register by Invoice&Summary 3/20/2023 -- 4/7/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 28633 4/7/2023 100302 MCNAMARA CONTRACTING INC Continued... 210,864.00 2021 ST&UTIL IMPR-FINAL#12 438656 20230308 2027.6810 2021101R CONSTRUCTION IN PROGRESS ROAD ESCROW 318,568.70 28634 4/7/2023 156194 METRO ALARM&LOCK 978.65 FIRE SUPPRESSION SYSTEM REPAIR 438741 80977 5325.6269 REPAIRS-OTHER WATER TREATMENT FCLTY MNTC/R 569.91 LS#1 UPGRADE ALARM DOWNPMT 438716 81062 5025.6265 REPAIRS-EQUIPMENT LIQUOR#1 OPERATIONS 1,548.56 28635 4/7/2023 100849 METRO VOLLEYBALL OFFICIALS ASS 1,258.00 VOLLEYBALL OFFICIALS 2/14-2/28 438626 1770 1860.6235 CONSULTANT SERVICES REC VOLLEYBALL 1,054.00 VOLLEYBALL OFFICIALS 3/7-3/21 438627 1790 1860.6235 CONSULTANT SERVICES REC VOLLEYBALL 2,312.00 28636 4/7/2023 100348 MTI DISTRIBUTING CO 94.50 5900 FILTERS 438606 137918000 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 94.50 28637 4/7/2023 146279 NORDIC MECHANICAL SERVICES,I 350.00 EDUBLDG-HVAC BIMONTHLY 438711 68946 2092.6266 REPAIRS-BUILDING EDUCATION BUILDING FUND 350.00 28638 4/7/2023 100382 PILGRIM PROMOTIONS 6.00 EMBROIDERY-T WEISE 438769 16717 1510.6281 UNIFORM/CLOTHING ALLOWANCE PW ENGINEERING&TECHNICAL 6.00 EMBROIDERY-R ZELLMER 438769 16717 1600.6281 UNIFORM/CLOTHING ALLOWANCE STREET MANAGEMENT 6.00 EMBROIDERY-P HILL 438769 16717 1600.6281 UNIFORM/CLOTHING ALLOWANCE STREET MANAGEMENT 6.00 EMBROIDERY-R GLEWWE 438769 16717 1710.6281 UNIFORM/CLOTHING ALLOWANCE PARK MAINTENANCE MANAGEMEN 30.00 EMBROIDERY-T LEE 438769 16717 1600.6281 UNIFORM/CLOTHING ALLOWANCE STREET MANAGEMENT 331.25 HATS 438769 16717 1710.6281 UNIFORM/CLOTHING ALLOWANCE PARK MAINTENANCE MANAGEMEN 6.00 EMBROIDERY-J JACOBS 438769 16717 5305.6281 UNIFORM/CLOTHING ALLOWANCE WATER MGMT/REPORT/DATA ENTR' 391.25 28639 4/7/2023 141723 PRECISE MRM LLC 630.00 PLOW TRUCK GPS SERVICES(30) 438721 2001041794 1665.6249 OTHER CONTRACTUAL SERVICES STREET SNOW&ICE MATERIALS 630.00 28640 4/7/2023 150718 PRO-TEC DESIGN,INC 666.96 SERVER DRIVE REPLACEMENT 438646 109110 1030.6265 REPAIRS-EQUIPMENT INFORMATION TECHNOLOGY 666.96 28641 4/7/2023 100395 R&R SPECIALTIES OF WISCONSIN INC R55CKR2 LOGIS101 CITY OF APPLE VALLEY 4/5/2023 10:13:11 Council Check Register by GL Page- 7 Council Check Register by Invoice&Summary 3/20/2023 -- 4/7/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 28641 4/7/2023 100395 R&R SPECIALTIES OF WISCONSIN INC Continued... 43.50 AVSA OLY BLADE SHARPENING 438599 785801N 5215.6265 REPAIRS-EQUIPMENT ARENA 1 EQUIPMENT MAINTENANC 43.50 28642 4/7/2023 120345 RAY ALLEN MANUFACTURING CO INC 268.95 SUPPLIES MOOSE K9 438766 RINV301876 1281.6211 SMALL TOOLS&EQUIPMENT POLICE K-9 268.95 28643 4/7/2023 100600 RIGID HITCH INC 331 55 PINTLE HITCH#341 438684 1928763512 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 331.55 28644 4/7/2023 153160 ROUND LAKE VINEYARD&WINERY 225.00 WINE#3 00052470 438871 3698 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 225.00 28645 4/7/2023 148730 SAAM,MATT 22.00 CEAM CONF MILEAGE-SAAM 438758 20230331 1510.6275 SCHOOLS/CONFERENCES/EXP LOCAL PW ENGINEERING&TECHNICAL 39.58 1/3-3/31 MILEAGE-SAAM 438758 20230331 1500.6277 MILEAGE/AUTO ALLOWANCE PW MANAGEMENT 61.58 28646 4/7/2023 144495 SMALL LOT MN 296.04 WINE#3 00051469 438872 63278 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 5.00 FREIGHT#3 00051469 438873 63278 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 301.04 28647 4/7/2023 150590 STONEBROOKE ENGINEERING 1,308.87 CONSTRUCTION ADMIN 438644 10048 2027.6235 2022106R CONSULTANT SERVICES ROAD ESCROW 62,064.68 FINAL DESIGN 438645 10433 2027.6235 2023107R CONSULTANT SERVICES ROAD ESCROW 63,373.55 28648 4/7/2023 137686 TOWMASTER LLC 3,648.95 PLOW TRUCK SPINNER BRACKETS 438641 458081 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCI 997.03 PLOW TRIP BAR#344 438722 458329 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCI 245.72 PLOW RELEASE HANDLES 438603 458332 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCI 4,891.70 28649 4/7/2023 147460 TRADITION WINE&SPIRITS 160.00 WINE#3 00051881 438877 35413 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 6,00 FREIGHT#3 00051881 438878 35413 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 166.00 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 4/5/2023 10:13:11 Council Check Register by GL Page- 8 Council Check Register by Invoice&Summary 3/20/2023 -- 4/7/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 28649 4/7/2023 147460 TRADITION WINE&SPIRITS Continued.,. 28650 4/7/2023 100834 VERSATILE VEHICLES INC 268.07 PARTS FOR MNTC CART 438602 93960 2240.6215 EQUIPMENT-PARTS GOLF EQUIPMENT MAINTENANCE 268.07 28651 4/7/2023 122010 VINOCOPIA 323.50 LIQ#3 00046257 438889 325694 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 120.00 TAX#3 00046257 438890 325694 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 16.00 FREIGHT#3 00046257 438891 325694 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 344,00 WINE#1 00046257 438879 325697 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 7.50 FREIGHT#1 00046257 438880 325697 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 336.00 WINE#1 00046257 438881 326114 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 7.50 FREIGHT#1 00046257 438882 326114 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 128.00 WINE#2 00046257 438887 326557 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 2.50 FREIGHT#2 00046257 438888 326557 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 112.75 LIQ#1 00046257 438883 326558 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 848.00 WINE#1 00046257 438884 326558 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 120.00 TAX#1 00046257 438885 326558 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 19.50 FREIGHT#1 00046257 438886 326558 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 2,385.25 28652 4/7/2023 100520 WINE COMPANY,THE 251.00 WINE#1 00015926 438892 230819 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 11.05 FREIGHT#1 00015926 438893 230819 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 262.05 28653 4/7/2023 100528 ZIEGLER INC 2,185.00 CONCRETE SLAB BUCKET 438719 IN000929940 1610.6211 SMALL TOOLS&EQUIPMENT STREET/BOULEVARD REPAIR&MN 34.79 STRAPS FOR PUMP HOSE 438764 IN000936787 1630.6229 GENERAL SUPPLIES STREET EQUIPMENT MAINTENANCI 2,219,79 315750 3/31/2023 150631 BUREAU OF CRIMINAL APPREHENSIO 33.25 BACKGROUND CHECK KIRK OLSON 438588 20230331 1200.6249 OTHER CONTRACTUAL SERVICES POLICE MANAGEMENT 33.25 315751 4/5/2023 147492 ACUSHNET COMPANY 4.32- GOLF DISCOUNT 438623 915230493 2260.6423 GOLF-CASH DISCOUNT GOLF PRO SHOP MERCH SALES 144.00 LADIES SHOES 438623 915230493 2260.6416 GOLF-SHOES GOLF PRO SHOP MERCH SALES 3.15- GOLF DISCOUNT 438612 915254876 2260.6423 GOLF-CASH DISCOUNT GOLF PRO SHOP MERCH SALES 157.50 TITLEIST HATS 438612 915254876 2260.6413 GOLF-CAPS/HATS/CLOTHING GOLF PRO SHOP MERCH SALES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 4/5/2023 10:13:11 Council Check Register by GL Page- 9 Council Check Register by Invoice&Summary 3/20/2023 -- 4/7/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 315751 4/5/2023 147492 ACUSHNET COMPANY Continued... 3.29- GOLF DISCOUNT 438629 915301207 2260.6423 GOLF-CASH DISCOUNT GOLF PRO SHOP MERCH SALES 164.50 TITLEIST BAG 438629 915301207 2260.6411 GOLF-BAGS&UMBRELLAS GOLF PRO SHOP MERCH SALES 455.24 315752 4/5/2023 157468 ALL SYSTEMS MECHANICAL 225.00 HVAC RTU REPAIR 438660 22239 5025.6266 REPAIRS-BUILDING LIQUOR#1 OPERATIONS 225.00 HVAC RTU REPAIR 438661 22339 5025.6266 REPAIRS-BUILDING LIQUOR#1 OPERATIONS 450.00 315753 4/5/2023 153995 AMAZON CAPITAL SERVICES 32.99 LASER POINTER/CLICKER 438614 179RJ1CV3M3P 1210.6229 GENERAL SUPPLIES POLICE FIELD OPERATIONS/PATRO 247.91 LT.OFFICE SETUP 438615 1CCY6H37NR3C 1210.6229 GENERAL SUPPLIES POLICE FIELD OPERATIONS/PATRO 17.98 POL COLLAR UNIFORM INSIGNIA 438772 1DWNKQ4717DJ 1210.6229 GENERAL SUPPLIES POLICE FIELD OPERATIONS/PATRO 14.98 SMALL EQUIPMENT PARTS 438767 1KGXFYWN4YNG 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 212.46 INV OFFICE SUPPLES 438771 1KV6G44Q7PH6 1215.6229 GENERAL SUPPLIES POLICE DETECTIVE UNIT 137.20 LT.OFFICE SETUP 438617 1LYKVX3H3LFM 1210.6229 GENERAL SUPPLIES POLICE FIELD OPERATIONS/PATRO 119.95- PICKLEBALL NET RETURN 438765 1 ND9XNJR61 CP 1900.6229 GENERAL SUPPLIES AV COMMUNITY CENTER 28.90 PROTECTIVE CASE 438607 1 RWVWRV39JRX 2205.6229 GENERAL SUPPLIES GOLF MANAGEMENT 128.46 LT OFFICER SETUP 438616 1TYVQTRM767C 1210.6229 GENERAL SUPPLIES POLICE FIELD OPERATIONS/PATRO 71.89 POL PROTECTIVE CAR COVER 438770 1X191 DRCKC3H 1210.6229 GENERAL SUPPLIES POLICE FIELD OPERATIONS/PATRO 772.82 315754 4/512023 100854 AMERICAN TEST CENTER 2,250.00 ANNUAL LADDER TEST 438647 2230536 1330.6265 REPAIRS-EQUIPMENT FIRE OPERATIONS 2,250.00 315755 4/5/2023 100023 ANDERSEN INC,EARL F 1,798.15 BREAKAWAY MEDIAN MOUNTS 438746 1321531N 1680.6229 GENERAL SUPPLIES TRAFFIC SIGNS/SIGNALS/MARKER; 1.798.15 315756 4/5/2023 154253 APPLE FORD LINCOLN 179.65 CLOCK SPRING#906 438686 611027 1210.6215 EQUIPMENT-PARTS POLICE FIELD OPERATIONS/PATRO 169.05 COOLING FAN#913 438689 611358 1210.6215 EQUIPMENT-PARTS POLICE FIELD OPERATIONS/PATRO 140.80 WINDOW SWITCH#911 438691 611675 1210.6215 EQUIPMENT-PARTS POLICE FIELD OPERATIONS/PATRO 489.50 315757 4/5/2023 158414 AUTMOW LLC 37,150.00 ROBOTIC FIELD PAINTER 438639 1183319 1765.6211 SMALL TOOLS&EQUIPMENT PARK EQUIPMENT MAINTENANCE 37,150,00 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 4/5/2023 10:13:11 Council Check Register by GL Page- 10 Council Check Register by Invoice&Summary 3/20/2023 -- 4/7/2023 Check# Dale Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 315758 4/5/2023 100152 BREAKTHRU BEVERAGE MIN WINE Continued... 2,806.27 LIQ#3 00001930 438815 348239088 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 21.85 FREIGHT#3 00001930 438816 348239088 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 27.26 TAX#3 00001930 438817 348239089 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 1.15 FREIGHT#3 00001930 438818 348239089 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 644.00 WINE#3 00001930 438837 348239090 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 5.75 FREIGHT#3 00001930 438838 348239090 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 995.43 LIQ#2 00001930 438811 348239100 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 11.50 FREIGHT#2 00001930 438812 348239100 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 392.00 WINE#2 00001930 438831 348239101 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 4.60 FREIGHT#2 00001930 438832 348239101 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 1,673.70 LIQ#1 00001930 438803 348239102 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 13.80 FREIGHT#1 00001930 438804 348239102 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 254.50 TAX#1 00001930 438805 348239103 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 6.90 FREIGHT#1 00001930 438806 348239103 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 464.00 WINE#1 00001930 438823 348239104 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 4.60 FREIGHT#1 00001930 438824 348239104 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 802.20 WINE#1 00001930 438825 348239105 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 8.05 FREIGHT#1 00001930 438826 348239105 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 2,901.58 LIQ#3 00001930 438819 348342747 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 17.44 FREIGHT#3 00001930 438820 348342747 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 408.00 WINE#3 00001930 438839 348342748 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 4.60 FREIGHT#3 00001930 438840 348342748 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 927.99 LIQ#2 00001930 438813 348342757 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 7.28 FREIGHT#2 00001930 438814 348342757 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 114.60 WINE#2 00001930 438835 348342758 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 1.15 FREIGHT#2 00001930 438836 348342758 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 172.00 WINE#2 00001930 438833 348342759 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 2.30 FREIGHT#2 00001930 438834 348342759 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 9,860.61 LIQ#1 00001930 438807 348342761 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 92.19 FREIGHT#1 00001930 438808 348342761 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 27.26 TAX#1 00001930 438809 348342762 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 1.15 FREIGHT#1 00001930 438810 348342762 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 524.00 WINE#1 00001930 438827 348342763 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 8.05 FREIGHT#1 00001930 438828 348342763 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 680.00 WINE#3 00001930 438841 348445355 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 9.20 FREIGHT#3 00001930 438842 348445355 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 618.18 LIQ#3 00001930 438821 348445356 5085.6510 LIQUOR LIQUOR#3 STOCK PI IRCHASFS 5.18 FREIGHT#3 00001930 438822 348445356 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 863.96 WINE#1 00001930 438829 348445366 5015.6520 WINE LIQUOR#1 STOCK PURCHASES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 4/5/2023 10:13:11 Council Check Register by GL Page- 11 Council Check Register by Invoice&Summary 3/20/2023 -- 4/7/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 315758 4/5/2023 100152 BREAKTHRU BEVERAGE MIN WINE Continued... 12.65 FREIGHT#1 00001930 438830 348445366 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 9.11- CMLIQ#1 00001930 438802 362337669 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 25,387.82 315759 4/5/2023 101153 BROCK WHITE COMPANY LLC 4,856.00 FIELD CLAY 438650 1578315700 1715.6229 GENERAL SUPPLIES PARK ATHLETIC FIELD MAINTENAN( 286.00 FIELD CLAY SHIPPING IN 438595 1578315701 1715.6229 GENERAL SUPPLIES PARK ATHLETIC FIELD MAINTENAN( 5,142.00 315760 4/5/2023 116142 CARGILL INCORPORATED 2,570.86 CLEAR LANE DE-ICER(24.41 T) 438729 2908110430 1665.6229 GENERAL SUPPLIES STREET SNOW&ICE MATERIALS 2,570 86 315761 4/5/2023 158438 CASTIN,LUIGI GUY 36.44 UB REFUND 14216 HIBISCUS CT 438910 20230330A 5301.4997 WATER/SEWER ACCT REFUNDS WATER&SEWER FUND REVENUE 36.44 315762 4/5/2023 146174 CHAMPION PLUMBING 5,705.00 TEMPORARY WATER SERVICE 438643 119121 2027.6810 2022101R CONSTRUCTION IN PROGRESS ROAD ESCROW 5,705.00 315763 4/5/2023 100878 CHARTER COMMUNICATIONS 103 10 CHARTER TV-MARCH 438611 835230604052429 2215.6237 TELEPHONE/PAGERS GOLF CLUBHOUSE BUILDING 8MAR23 103.10 315764 4/5/2023 151149 CHEM-AQUA,INC. 1,267.78 HAYES COOLING TOWER TREATMENT 438747 8174081 5265.6214 CHEMICALS ARENA 2 BLDG MAINTENANCE-HAY 1,267.78 315765 4/5/2023 100282 CINTAS CORPORATION 308.34 BUILDING SERVICES 438631 4149951682 2215.6240 CLEANING SERVICE/GARBAGE REMOVGOLF CLUBHOUSE BUILDING 9.14 PARKS COVERALLS 438621 4150745112 1710.6281 UNIFORM/CLOTHING ALLOWANCE PARK MAINTENANCE MANAGEMEN 11.89 SHOP COVERALLS 438621 4150745112 1530.6281 UNIFORM/CLOTHING ALLOWANCE FLEET&BUILDINGS-CMF 29.30 STREETS COVERALLS 438621 4150745112 1600.6281 UNIFORM/CLOTHING ALLOWANCE STREET MANAGEMENT 36.00 CMF MATS 438681 4150857741 1540.6240 CLEANING SERVICE/GARBAGE REMOVCMF BUILDINGS&GROUNDS MNTC .55- IA2 SALES TAX ADJUST 438653 4150857809 5265.6240 CLEANING SERVICE/GARBAGE REMOVARENA 2 BLDG MAINTENANCE-HAY .55 IA2 SALES TAX ADJUST 438653 4150857809 5200.2330 DUE TO OTHER GOVERNMENT ARENA FUND BALANCE SHEET 8.23 HAYES ENTRANCE MATS 438653 4150857809 5265.6240 CLEANING SERVICE/GARBAGE REMOVARENA 2 BLDG MAINTENANCE-HAY 3.84 ENTRY RUG REPLACEMENT 438663 4150857810 1920.6240 CLEANING SERVICE/GARBAGE REMOVSENIOR CENTER R55CKR2 LOGIS101 CITY OF APPLE VALLEY 4/5/2023 10:13:11 Council Check Register by GL Page- 12 Council Check Register by Invoice&Summary 3/20/2023 -- 4/7/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 315765 4/5/2023 100282 CINTAS CORPORATION Continued... .72- IA1 SALES TAX ADJUST 438652 4150858598 5210.6240 CLEANING SERVICE/GARBAGE REMOVARENA 1 BUILDING MAINTENANCE .72 IA1 SALES TAX ADJUST 438652 4150858598 5200.2330 DUE TO OTHER GOVERNMENT ARENA FUND BALANCE SHEET 10.80 AVSA ENTRANCE MATS 438652 4150858598 5210.6240 CLEANING SERVICE/GARBAGE REMOVARENA 1 BUILDING MAINTENANCE 161.85 AVCC RUG SERVICE 438912 4150858682 1900.6240 CLEANING SERVICE/GARBAGE REMOVAV COMMUNITY CENTER 579.39 315766 4/5/2023 101344 CIT GROUP,THE 28.06 GOLF FREIGHT 438744 70782229 2260.6424 GOLF FREIGHT ON RESALE MDSE GOLF PRO SHOP MERCH SALES 703.20 G.NORMAN CLOTHES FOR RESALE 438744 70782229 2260.6413 GOLF-CAPS/HATS/CLOTHING GOLF PRO SHOP MERCH SALES 731.26 315767 4/5/2023 158313 CITY WIDE FACILITY SOLUTIONS 2,895.00 MC CLEANING SERVICE MAR 438724 42009007135 1060.6240 CLEANING SERVICE/GARBAGE REMOVMUNICIPAL BLDG&GROUNDS MN1 2,895.00 315768 4/5/2023 130960 COLDSPRING GRANITE COMPANY 25,518.40 RADIAL COLUMBARIUM 438728 2019343 5605.6740 2022150G CAPITAL OUTLAY-MACH/EQ/OTHER CEMETERY 25,518.40 315769 4/5/2023 142662 CONVENTION&VISITORS BUREAU 4,775.99 LODGING TAX-FEBRUARY 2023 438655 20230326 7005.6319 REIMBURSEMENT OF REV COLL FOR LODGING TAX 4,775.99 315770 4/5/2023 157280 COZZINI BROS.INC 26.78 KNIFE SHARPENING 438633 C11316200 2270.6249 OTHER CONTRACTUAL SERVICES GOLF FOOD&BEVERAGE 30.80 KNIFE SHARPENING 438634 C11396628 2270.6249 OTHER CONTRACTUAL SERVICES GOLF FOOD&BEVERAGE 30.80 KNIFE SHARPENING 438635 C11715815 2270.6249 OTHER CONTRACTUAL SERVICES GOLF FOOD&BEVERAGE 30,80 KNIFE SHARPENING 438636 C11796675 2270.6249 OTHER CONTRACTUAL SERVICES GOLF FOOD&BEVERAGE 30.80 KNIFE SHARPENING 438637 C11881695 2270.6249 OTHER CONTRACTUAL SERVICES GOLF FOOD&BEVERAGE 30.80 KNIFE SHARPENING 438613 C11965393 2270.6249 OTHER CONTRACTUAL SERVICES GOLF FOOD&BEVERAGE 30.80 KNIFE SHARPENING 438632 C12051173 2270.6249 OTHER CONTRACTUAL SERVICES GOLF FOOD&BEVERAGE 38.57 KNIFE SHARPENING 438610 C12898377 2270.6249 OTHER CONTRACTUAL SERVICES GOLF FOOD&BEVERAGE 250.15 315771 4/5/2023 100114 CUB FOODS 74.88 REHAB SUPPLIES 438696 20230330 1330.6229 GENERAL SUPPLIES FIRE OPERATIONS 74.88 315772 4/5/2023 100123 DAKOTA COUNTY FINANCIAL SERVIC 245.70 DBB-GOPHER LOCATES 438662 5500354 1030.6249 OTHER CONTRACTUAL SERVICES INFORMATION TECHNOLOGY R55CKR2 LOGIS101 CITY OF APPLE VALLEY 4/5/2023 10:13:11 Council Check Register by GL Page- 13 Council Check Register by Invoice&Summary 3/20/2023 -- 4/7/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 315772 4/5/2023 100123 DAKOTA COUNTY FINANCIAL SERVIC Continued... 187.70 FIBER NETWORK CONNECTION 438658 5500355 5305.6735 CAPITAL OUTLAY-OTHER IMPROVEME WATER MGMT/REPORT/DATA ENTR' 470.40 LS#1 FIBER NETWORK CONNECTION 438715 5500356 5305.6735 CAPITAL OUTLAY-OTHER IMPROVEME WATER MGMT/REPORT/DATA ENTR' 344.21 FIBER NETWORK CONNECTION 438756 5500357 5305.6735 2022141 G CAPITAL OUTLAY-OTHER IMPROVEME WATER MGMT/REPORT/DATA ENTR' 300.50 FIBER NETWORK CONNECTION 438755 5500358 5305.6735 2022141G CAPITAL OUTLAY-OTHER IMPROVEME WATER MGMT/REPORT/DATA ENTR' 124.44 FIBER NETWORK CONNECTION 438754 5500359 5305.6735 2022141 G CAPITAL OUTLAY-OTHER IMPROVEME WATER MGMT/REPORT/DATA ENTR' 18.72 FIBER NETWORK CONNECTION 438753 5500360 5305.6735 2022141G CAPITAL OUTLAY-OTHER IMPROVEME WATER MGMT/REPORT/DATA ENTR' 308.04 FIBER NETWORK CONNECTION 438752 5500361 5305.6735 2022141G CAPITAL OUTLAY-OTHER IMPROVEME WATER MGMT/REPORT/DATA ENTR' 3,766.24 ELECTION EQUIPMENT MAINTENANCE 438649 5500384 1015.6265 REPAIRS-EQUIPMENT CITY CLERK/ELECTIONS 23.33 800 MHZ FEES(1)FEB 438713 5500438 1600.6249 OTHER CONTRACTUAL SERVICES STREET MANAGEMENT 23.33 800 MHZ FEES(1)FEB 438713 5500438 1500.6249 OTHER CONTRACTUAL SERVICES PW MANAGEMENT 46.66 800 MHZ FEES(2)FEB 438713 5500438 1530.6249 OTHER CONTRACTUAL SERVICES FLEET&BUILDINGS-CMF 1,353.14 800 MHZ FEES(58)FEB 438713 5500438 1330.6249 OTHER CONTRACTUAL SERVICES FIRE OPERATIONS 2,053.04 800 MHZ FEES(88)FEB 438713 5500438 1200.6280 DUES&SUBSCRIPTIONS POLICE MANAGEMENT 23.33 800 MHZ FEES(1)FEB 438713 5500438 5305.6249 OTHER CONTRACTUAL SERVICES WATER MGMT/REPORT/DATA ENTR' 23.33 800 MHZ FEES(1)MAR 438712 5500452 1500.6249 OTHER CONTRACTUAL SERVICES PW MANAGEMENT 23.33 800 MHZ FEES(1)MAR 438712 5500452 1600.6249 OTHER CONTRACTUAL SERVICES STREET MANAGEMENT 46.66 800 MHZ FEES(2)MAR 438712 5500452 1530.6249 OTHER CONTRACTUAL SERVICES FLEET&BUILDINGS-CMF 1,353.14 800 MHZ FEES(58)MAR 438712 5500452 1330.6249 OTHER CONTRACTUAL SERVICES FIRE OPERATIONS 2,053.04 800 MHZ FEES(88)MAR 438712 5500452 1200.6280 DUES&SUBSCRIPTIONS POLICE MANAGEMENT 23.33 800 MHZ FEES(1)MAR 438712 5500452 5305.6249 OTHER CONTRACTUAL SERVICES WATER MGMT/REPORT/DATA ENTR' 12,811.61 315773 4/5/2023 100434 DOUGHERTY MOLENDA SOLFEST HILL 31,352.79 POL CRIMINAL PROSECUTION-APRIL 438750 66112720423 1055.6231 LEGAL SERVICES LEGAL PROSECUTING ATTORNEY 16,172.03 GEN CIVIL LEGAL SERVICE-APRIL 438751 66112730423 1050.6231 LEGAL SERVICES LEGAL GENERAL SERVICES 47,524.82 315774 4/5/2023 100166 FEDEX 306.83 RESALE SHIPPING 438609 807573335 2260.6424 GOLF FREIGHT ON RESALE MDSE GOLF PRO SHOP MERCH SALES 38.41 FED EX 438642 808385151 2260.6424 GOLF FREIGHT ON RESALE MDSE GOLF PRO SHOP MERCH SALES 345.24 315775 4/5/2023 143578 FLEETPRIDE 59.99 BATTERY CIRCUIT BREAKER#330 438690 106695124 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCI 59.99 315776 4/5/2023 102694 GERTENS 2,844.00 GRASS SEED 438640 K96755D 1720.6229 GENERAL SUPPLIES PARK GROUNDS MAINTENANCE 2,844.00 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 4/5/2023 10:13:11 Council Check Register by GL Page- 14 Council Check Register by Invoice&Summary 3/20/2023 -- 4/7/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 315777 4/5/2023 100206 GOODWIN,THOMAS C T Continued... 153.00 LMC CONF-GOODWIN-DULUTH MN 437701 20230310 1005.6278 SUBSISTENCE ALLOWANCE MAYOR/CITY COUNCIL 153.00 315778 4/5/2023 101328 GOVCONNECTION INC 202.95 LAPTOP MOUNTING KITS 438624 73947237 1210.6211 SMALL TOOLS&EQUIPMENT POLICE FIELD OPERATIONS/PATRO 202.95 315779 4/5/2023 100827 GRAPE BEGINNINGS INC 316.20 WINE#3 00032379 438846 127069 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 6.75 FREIGHT#3 00032379 438847 127069 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 1,105.06 WINE#3 00032379 438843 127869 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 63.23 TAX#3 00032379 438844 127869 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 18.00 FREIGHT#3 00032379 438845 127869 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 1,509.24 315780 4/5/2023 100247 INTERSTATE POWER SYSTEMS 187.68 TRANS PAN BOLTS KENWORTH TRUCK 438620 C00119434601 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCI 187.68 315781 4/5/2023 147557 LIBATION PROJECT 2,800.00 WINE#2 00051923 438848 55913 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 6.00 FREIGHT#2 00051923 438849 55913 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 2,806.00 315782 4/5/2023 145429 LUBE-TECH&PARTNERS,LLC 160.18 BULK TRANSMISSION FLUID 438720 3164573 1210.6212 MOTOR FUELS/OILS POLICE FIELD OPERATIONS/PATRO 160.18 BULK TRANSMISSION FLUID 438720 3164573 1350.6212 MOTOR FUELS/OILS FIRE VEHICLE MAINTENANCE 160.18 BULK TRANSMISSION FLUID 438720 3164573 1630.6212 MOTOR FUELS/OILS STREET EQUIPMENT MAINTENANCI 160.18 BULK TRANSMISSION FLUID 438720 3164573 1765.6212 MOTOR FUELS/OILS PARK EQUIPMENT MAINTENANCE 160.18 BULK TRANSMISSION FLUID 438720 3164573 5345.6212 MOTOR FUELS/OILS WATER EQUIPNEHICLE/MISC MNTC 160.19 BULK TRANSMISSION FLUID 438720 3164573 5390,6212 MOTOR FUELS/OILS SWR EQUIP/VEHICLE MISC MNTC/R 961.09 315783 4/5/2023 100309 MENARDS 9.51- GOLF USE TAX 438630 51816B 2200.2330 DUE TO OTHER GOVERNMENT VALLEYWOOD GOLF 9,51 GOLF USE TAX 438630 51816E 2230.6229 GENERAL SUPPLIES GOLF SHOP BUILDING MAINTENANI 138.27 PARTS FOR MAINTENANCE SHOP 438630 51816E 2230.6229 GENERAL SUPPLIES GOLF SHOP BUILDING MAINTENANI 134.72 MAILBOX REPAIR 438762 51817A 1665.6229 GENERAL SUPPLIES STREET SNOW&ICE MATERIALS 124.33- RETURN OF PARTS FOR CONV.MNCT 438622 51974 2240.6215 EQUIPMENT-PARTS GOLF EQUIPMENT MAINTENANCE 8.55- GOLF USE TAX 438622 51974 2240.6215 EQUIPMENT-PARTS GOLF EQUIPMENT MAINTENANCE R55CKR2 LOGIS101 CITY OF APPLE VALLEY 4/5/2023 10:13:11 Council Check Register by GL Page- 15 Council Check Register by Invoice&Summary 3/20/2023 -- 4/7/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 315783 4/5/2023 100309 MENARDS Continued... 8.55 GOLF USE TAX 438622 51974 2200.2330 DUE TO OTHER GOVERNMENT VALLEYWOOD GOLF 17.92 STR TOOLS 438757 52178 1610.6211 SMALL TOOLS&EQUIPMENT STREET/BOULEVARD REPAIR&MN 754.11 BAGGED ASPHALT 438757 52178 1610.6229 GENERAL SUPPLIES STREET/BOULEVARD REPAIR&MN 4.56 SIGN TRUCK TOOLS 438682 52193 1680.6211 SMALL TOOLS&EQUIPMENT TRAFFIC SIGNS/SIGNALS/MARKER: 52.10 FIRE FLOOR SCRUB,MISC 438709 52241 1330.6229 GENERAL SUPPLIES FIRE OPERATIONS 73.42 RAKES FOR BLVD CREW 438763 52256 1610.6229 GENERAL SUPPLIES STREET/BOULEVARD REPAIR&MN 42.13 WASHING SUPPLIES 438685 52294 1060.6229 GENERAL SUPPLIES MUNICIPAL BLDG&GROUNDS MN1 6.92 PAINT STATION 438665 52295 1715.6229 GENERAL SUPPLIES PARK ATHLETIC FIELD MAINTENANC 21.94 SHOP MISC SUPPLIES 438671 52307 1765.6229 GENERAL SUPPLIES PARK EQUIPMENT MAINTENANCE 19.98 AVCC MAINT.SUPPLIES 438911 52318 1900,6211 SMALL TOOLS&EQUIPMENT AV COMMUNITY CENTER 26.78 SHOP SAW BLADES 438669 52352 1730.6211 SMALL TOOLS&EQUIPMENT PARK BUILDING MAINTENANCE 37.63 SHOP DRILL BITS,MISC 438670 52373 1730.6211 SMALL TOOLS&EQUIPMENT PARK BUILDING MAINTENANCE 27.32 SIGN HARDWARE 438680 52378 1680.6229 GENERAL SUPPLIES TRAFFIC SIGNS/SIGNALS/MARKERS 29,98 SHOP SOCKET DRAWER ORGANIZER 438674 52422 1730.6211 SMALL TOOLS&EQUIPMENT PARK BUILDING MAINTENANCE 83,79 BAGGED ASPHALT 438683 52439 1610.6229 GENERAL SUPPLIES STREET/BOULEVARD REPAIR&MN 12,99 FREIBERGER T4982 438710 52444 1330,6229 GENERAL SUPPLIES FIRE OPERATIONS 1,360.23 315784 4/5/2023 158120 MY PICKLEBALL COACH 3,864.75 PICKLEBALL INSTRUCTOR FALL/WIN 438625 32223 1855.6235 CONSULTANT SERVICES REC FOOTBALL&SOCCER 3,864.75 315785 4/5/2023 100995 NAPA AUTO PARTS 32.25 GRINDER DISC PAD 438693 5763891205 1530.6211 SMALL TOOLS&EQUIPMENT FLEET&BUILDINGS-CMF 59.49 FILTERS KENWORTH TRUCKS 438694 5763891523 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 59.49 FILTERS KENWORTH TRUCKS 438694 5763891523 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCI 59.50 FILTERS KENWORTH TRUCKS 438694 5763891523 5390.6215 EQUIPMENT-PARTS SWR EQUIP/VEHICLE MISC MNTC/R 210.73 315786 4/5/2023 101199 NCPERS MINNESOTA 480.00 NCPERS MARCH 2023 438672 314900042023 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 480.00 315787 4/5/2023 109947 NEW FRANCE WINE CO 424.00 LIQ#3 00041046 438850 201860 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 104.00 WINE#3 00041046 438851 201860 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 168_00 TAX#3 00041046 438852 201860 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 10.00 FREIGHT#3 00041046 438853 201860 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 706.00 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 4/5/2023 10:13:11 Council Check Register by GL Page- 16 Council Check Register by Invoice&Summary 3/20/2023 -- 4/7/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 315788 4/5/2023 137344 NOW MICRO INC Continued... 6,873.00 RUGGEDIZED LAPTOPS(3) 438742 IV537745 1030.6725 CAPITAL OUTLAY-OFFICE EQUIP INFORMATION TECHNOLOGY 6,873.00 315789 4/5/2023 156002 ORIGIN WINE&SPIRITS 176.00- CMWINE#1 00052759 438854 1917 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 1.20- CMFREIGHT#1 00052759 438855 1917 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 144.00 WINE#3 00052759 438856 20731 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 1.20 FREIGHT#3 00052759 438857 20731 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 112.00 WINE#3 00052759 438858 21155 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 1,25 FREIGHT#3 00052759 438859 21155 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 81.25 315790 4/5/2023 100648 OTTO,KENNETH N 125.11 JAN-MAR MILEAGE-OTTO 438913 20230331 1700.6277 MILEAGE/AUTO ALLOWANCE PARK&RECREATION MANAGEMEN 125.11 315791 4/5/2023 150933 PARLEY LAKE WINERY 147.00 WINE#3 00052230 438860 PW190 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 147.00 315792 4/5/2023 100372 PAUSTIS&SONS 393.00 WINE#1 00001291 438861 195817 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 10.00 FREIGHT#1 00001291 438862 195817 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 414.00 WINE#3 00001291 438865 195964 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 10.00 FREIGHT#3 00001291 438866 195964 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 2,915,40 WINE#3 00001291 438867 196569 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 48.00 FREIGHT#3 00001291 438868 196569 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 358.00 WINE#1 00001291 438863 197237 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 7.50 FREIGHT#1 00001291 438864 197237 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 4,155.90 315793 4/5/2023 158432 PHILOS MECHANICAL LLC 1.00 SURCHARGREFUND 7701 147TH ST W 438604 20230328 1001.4072 STATE SURTAX COLLECTED GENERAL FUND REVENUE 76.80 FULL REFUND 7701 147TH ST W 438604 20230328 1001.4065 PERMIT-PLUMBING GENERAL FUND REVENUE 77.80 315794 4/5/2023 119682 PLAYPOWER LT FARMINGTON INC 1,378.00 PLAYGROUND PARTS-JCRPW 438743 1400268171 1735.6215 EQUIPMENT-PARTS PARK PLAY EQUIPMENT MAINTENAI 1,378.00 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 4/5/2023 10:13:11 Council Check Register by GL Page- 17 Council Check Register by Invoice&Summary 3/20/2023 -- 4/7/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 315795 4/5/2023 143336 PREMIER LOCATING INC Continued... 81.90 GSOC LOCATING 438676 42071 5335.6399 OTHER CHARGES WATER FINAL/SERVICE ON OFF/LO( 81.90 GSOC LOCATING 438676 42071 5365.6399 OTHER CHARGES SEWER MGMT/REPORTS/DATA ENT 81.90 GSOC LOCATING 438676 42071 5505.6399 OTHER CHARGES STORM DRAIN MNTC/RPR/SUMPS 245.70 315796 4/5/2023 137785 PROPERTY TAXATION&RECORDS 1,176.18 SPASMT CEMETERY EXP LOT 1 BL1 438760 14460001010MAYO 5605.6312 TAXES/SPECIAL ASSESSMENTS CEMETERY CT 1,670.00 ORCHARD PL 2ND OUTLOTA POND 438759 15589100010MAYO 4502.6312 2020150G TAXES/SPECIAL ASSESSMENTS IMPROVEMENTS-ASSESSED CT 7.892.00 ORCHARD PL 2ND OUTLOT C POND 438761 15589100030MAYO 4502.6312 2020150G TAXES/SPECIAL ASSESSMENTS IMPROVEMENTS-ASSESSED CT 10,738.18 315797 4/5/2023 101697 PUBLIC EMPLOYEES RETIREMENT ASSOC 19.06 PERA BUY BACK-DAVE MIX 438673 20230329 1600.6399 OTHER CHARGES STREET MANAGEMENT 1,365.00 PERA BUY BACK-DAVE MIX 438673 20230329 1600.6141 PENSIONS-PERA STREET MANAGEMENT 1,384.06 315798 4/5/2023 141325 ROOTSTOCK WINE CO 495.96 WINE#3 00050755 438869 63237 5085,6520 WINE LIQUOR#3 STOCK PURCHASES 5.50 FREIGHT#3 00050755 438870 63237 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 501.46 315799 4/5/2023 132465 SAM'S CLUB DIRECT 15.98 SWEARING IN TOLLEFSON 438589 3297 1200.6229 GENERAL SUPPLIES POLICE MANAGEMENT 4.92- POL USE TAX 438590 5796 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 4.92 POL USE TAX 438590 5796 1200.6229 GENERAL SUPPLIES POLICE MANAGEMENT 109.44 BEVERAGES FOR DEPT MEETING 438590 5796 1200.6229 GENERAL SUPPLIES POLICE MANAGEMENT 7.52- REC USE TAX 438591 7750 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 7.52 REC USE TAX 438591 7750 1845.6229 GENERAL SUPPLIES REC SELF SUPPORT PROG GENER, 109.38 CANDY FOR EASTER PROGRAMS 438591 7750 1845.6229 GENERAL SUPPLIES REC SELF SUPPORT PROG GENER, 234.80 315800 4/5/2023 111161 STERICYCLE INC. 190.09 SHREDDING SERVICE 438638 8003588054 1250.6240 CLEANING SERVICE/GARBAGE REMOVPOLICE FACILITY 27.14 PLANNING SHRED 438601 8003607845 1100.6240 CLEANING SERVICE/GARBAGE REMOVDEV MANAGEMENT 27.14 ENGINEERING SHRED 438601 8003607845 1510.6240 CLEANING SERVICE/GARBAGE REMOVPW ENGINEERING&TECHNICAL 81.40 INSPECTIONS SHRED 438601 8003607845 1400.6240 CLEANING SERVICE/GARBAGE REMOVINSPECTIONS MANAGEMENT 325.77 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 4/5/2023 10:13:11 Council Check Register by GL Page- 18 Council Check Register by Invoice&Summary 3/20/2023 -- 4/7/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 315800 4/5/2023 111161 STERICYCLE INC. Continued... 315801 4/5/2023 157773 SUMMER LAKES BEVERAGE 252.00 TAX#1 00052882 438874 5278 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 252.00 315802 4/5/2023 121326 SUMMIT FIRE PROTECTION 625.00 BLDG EMERGENCY LIGHTS 438718 130072364 2215.6249 OTHER CONTRACTUAL SERVICES GOLF CLUBHOUSE BUILDING 625.00 315803 4/5/2023 145526 SVL SERVICE CORPORATION 2,264,37 HAYES DEHUMIDIFIER REPAIR 438659 SVC202991 5265.6266 REPAIRS-BUILDING ARENA 2 BLDG MAINTENANCE-HAY 2,264.37 315804 4/5/2023 158406 TIFLER WINES LLC 359.64 WINE#3 00052952 438875 59 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 121:88 WINE#3 00052952 438876 73 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 481.52 315805 4/5/2023 157965 TS SHOPPING CENTER LLC 1,563.35 ADDITIONAL CAM EXPENSE'22 438723 20230316 5025.6310 RENTAL EXPENSE LIQUOR#1 OPERATIONS 1,563.35 315806 4/5/2023 100521 WINE MERCHANTS 322.50 WINE#1 00022992 438894 7420091 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 10.50 FREIGHT#1 00022992 438895 7420091 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 588.00 WINE#1 00022992 438896 7420438 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 3.75 FREIGHT#1 00022992 438897 7420438 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 696.00 WINE#2 00022992 438898 7420439 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 4.17 FREIGHT#2 00022992 438899 7420439 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 80,00 WINE#3 00022992 438902 7420440 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 1.25 FREIGHT#3 00022992 438903 7420440 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 90.00 WINE#2 00022992 438900 7421329 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 1.25 FREIGHT#2 00022992 438901 7421329 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 136.00 WINE#3 00022992 438904 7421330 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 1.25 FREIGHT#3 00022992 438905 7421330 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 1,934_67 315807 4/5/2023 100363 XCEL ENERGY 13 23 ROUNDABOUT SPKLR JCRR&159TH 438740 5100139897905MA 1610.6255 UTILITIES-ELECTRIC STREET/BOULEVARD REPAIR&MN R23 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 4/5/2023 10:13:11 Council Check Register by GL Page- 19 Council Check Register by Invoice&Summary 3/20/2023 -- 4/7/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 315807 4/5/2023 100363 XCEL ENERGY Continued... 13.23 315808 4/5/2023 102620 ZARNOTH BRUSH WORKS INC 2,588.00 SWEEPER BROOMS 438726 1930531N 5505.6215 EQUIPMENT-PARTS STORM DRAIN MNTC/RPR/SUMPS 435.05 HOLDER BROOM 438654 1930541N 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 3,023.05 20230340 3/27/2023 100873 HEALTHPARTNERS(DENTAL CLAIMS 2,618.26 DENTAL CLAIMS 3/16-3/22/23 438906 20230322 7105.6146 DENTAL INSURANCE INSURANCE TRUST DENTAL 2,618.26 20230341 3/31/2023 148015 EMPOWER 350.00 MNDCP-ROTH 457 CONTRIBUTIONS 438533 32923825126 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 1,666.00 MNDCP-457 CONTRIBUTIONS 438533 32923825126 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 2,016.00 20230342 3/31/2023 148869 EMPOWER(HCSP) 316,75 SERGEANT HCSP FUNDING-GROSS WA 438535 32923825128 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 1,090.75 ADMIN HCSP FUNDING-GROSS WAGES 438535 32923825128 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 1,256.57 SCH 2 HCSP FUNDING-GROSS WAGES 438535 32923825128 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 1,445.98 POLICE HCSP FUNDING-GROSS WAGE 438535 32923825128 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 2,194.42 HCSP FUNDING-ANN LV/COMP 438535 32923825128 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 6,304.47 20230343 3/31/2023 148841 FURTHER 6,851.38 HSA EMPLOYEE FUNDING 438534 32923825127 9000.2125 ACCRUED HSA/HRA BENEFIT PAYROLL CLEARING BAL SHEET 6,851.38 20230344 3/20/2023 157977 WEX HEALTH INC 192.31 FLEX SPENDING DAYCARE 2023 438909 20230320 9000.2119 ACCRUED FLEX SPENDING PAYROLL CLEARING BAL SHEET 192.31 FLEX SPENDING DAYCARE 2023 438909 20230320 9000.2119 ACCRUED FLEX SPENDING PAYROLL CLEARING BAL SHEET 384.62 20230345 3/31/2023 100009 AFSCME COUNCIL#5 1,257.18 UNION DUES 436861 301231151061 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 1,257.18 UNION DUES 437568 31523826081 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 2,514.36 20230346 3/31/2023 151440 VANTAGEPOINT TRANSFER AGENTS 2,853.50 ROTH 457-PLAN#301171-FIRE TOO 438536 32923825129 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET R55CKR2 LOGIS101 CITY OF APPLE VALLEY 4/5/2023 10:13:11 Council Check Register by GL Page- 20 Council Check Register by Invoice&Summary 3/20/2023 -- 4/7/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 20230346 3/31/2023 151440 VANTAGEPOINT TRANSFER AGENTS Continued... 2,853.50 20230347 3/31/2023 100240 VANTAGEPOINT TRANSFER AGENTS-457 FT 28,208.55 ICMA-PLAN#301171-FIRE TOO 438528 32923825121 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 28,208.55 20230348 3/31/2023 126459 VANTAGEPOINT TRANSFER AGENTS-ROTH 2,491.47 ROTH IRA-PLAN#705481 438532 32923825125 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 2,491.47 20230401 4/3/2023 100873 HEALTHPARTNERS(DENTAL CLAIMS 2,888.13 DENTAL CLAIMS 3/23-3/29/23 438907 20230329 7105.6146 DENTAL INSURANCE INSURANCE TRUST DENTAL 2,888.13 20230402 4/3/2023 142866 HEALTHPARTNERS 40.85- MONN SITE TRANSFER OUT JAN,FE 438908 119656532 7105.6146 DENTAL INSURANCE INSURANCE TRUST DENTAL 17.85- LOCKLING SITE TRANSFER OUT,JA 438908 119656532 7105.6146 DENTAL INSURANCE INSURANCE TRUST DENTAL 5.95 BENETTI NEW HIRE FAMILY DENTAL 438908 119656532 7105.6146 DENTAL INSURANCE INSURANCE TRUST DENTAL 5.95 GRIEVES NEW FT SINGLE DENTAL 438908 119656532 7105.6146 DENTAL INSURANCE INSURANCE TRUST DENTAL 5.95 HAEDER NEW HIRE SINGLE DENTAL 438908 119656532 7105.6146 DENTAL INSURANCE INSURANCE TRUST DENTAL 5.95 ST GEORGE NEW HIRE SINGLE DENT 438908 119656532 7105.6146 DENTAL INSURANCE INSURANCE TRUST DENTAL 17.85 LOCKLING SITE TRANSFER IN JAN, 438908 119656532 7105.6146 DENTAL INSURANCE INSURANCE TRUST DENTAL 40.85 MONN SITE TRANSFER IN JAN,FEB 438908 119656532 7105.6146 DENTAL INSURANCE INSURANCE TRUST DENTAL 1,362.55 DENTAL 438908 119656532 7105.6146 DENTAL INSURANCE INSURANCE TRUST DENTAL 664.50 HAEDER NEW HIRE SINGLE MEDICAL 438908 119656532 9000.2115 ACCRUED MEDICAL INSURANCE PAYROLL CLEARING BAL SHEET 784.50 ST GEORGE NEW HIRE SINGLE MEDI 438908 119656532 9000.2115 ACCRUED MEDICAL INSURANCE PAYROLL CLEARING BAL SHEET 784.50 GRIEVES NEW FT SINGLE MEDICAL 438908 119656532 9000.2115 ACCRUED MEDICAL INSURANCE PAYROLL CLEARING BAL SHEET 1,998.50 BENETTI NEW HIRE FAMILY MEDICA 438908 119656532 9000.2115 ACCRUED MEDICAL INSURANCE PAYROLL CLEARING BAL SHEET 244,634.50 MEDICAL 438908 119656532 9000.2115 ACCRUED MEDICAL INSURANCE PAYROLL CLEARING BAL SHEET 250,252.85 20230403 4/3/2023 102664 US BANK 10,533.75 EMPLOYEE MEDICARE 438531 32923825124 9000.2111 ACCRUED FEDERAL/FICA PAYROLL CLEARING BAL SHEET 10,533.75 CITY SHARE MEDICARE 438531 32923825124 9000.2111 ACCRUED FEDERAL/FICA PAYROLL CLEARING BAL SHEET 30,886.73 EMPLOYEE FICA 438531 32923825124 9000.2111 ACCRUED FEDERAL/FICA PAYROLL CLEARING BAL SHEET 30,886.73 CITY SHARE FICA 438531 32923825124 9000.2111 ACCRUED FEDERAL/FICA PAYROLL CLEARING BAL SHEET 70,298.78 FEDERAL TAXES PR 438531 32923825124 9000.2111 ACCRUED FEDERAL/FICA PAYROLL CLEARING BAL SHEET 153,139.74 20230404 4/3/2023 100657 MN DEPT OF REVENUE R55CKR2 LOGIS101 CITY OF APPLE VALLEY 4/5/2023 10:13:11 Council Check Register by GL Page- 21 Council Check Register by Invoice&Summary 3/20/2023 -- 4/7/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 20230404 4/3/2023 100657 MN DEPT OF REVENUE Continued... 32,147.15 STATE TAX WITHHOLDING 438530 32923825123 9000.2112 ACCRUED STATE W/H PAYROLL CLEARING BAL SHEET 32,147.15 20230405 4/3/2023 100392 PUBLIC EMPLOYEES RETIREMENT AS 60,062.76 EMPLOYEE SHARE PERA 438529 32923825122 9000.2114 ACCRUED PERA PAYROLL CLEARING BAL SHEET 79,060.86 CITY SHARE PERA 438529 32923825122 9000.2114 ACCRUED PERA PAYROLL CLEARING BAL SHEET 139,123.62 1,296,178.18 Grand Total Payment Instrument Totals Checks 230,889.58 EFT Payments 631,794.10 A/P ACH Payment 433,494.50 Total Payments 1,296,178.18 /6 \D' t"\1 R55CKS2 LOGIS100 CITY OF APPLE VALLEY 4/5/2023 10:13:17 Note: Payment amount may not reflect the actual amount due to data sequencing and/or data selection. Council Check Summary Page- 1 3/20/2023 - 4/7/2023 Company Amount 01000 GENERAL FUND 150,375.17 02025 ROAD ESCROW FUND 387,647.25 02090 PARTNERS IN EDUCATION 1,500.00 02200 VALLEYWOOD GOLF FUND 3,211.12 04420 '21 FACILITIES CIP 1,977.00 04500 CONSTRUCTION PROJECTS 15,588.50 04750 ELECTRIC FRANCHISE 9,212.88 05000 LIQUOR FUND 50,035.66 05200 ARENA FUND 3,801.37 05300 WATER&SEWER FUND 3,966.43 05500 STORM DRAINAGE UTILITY FUND 3,997.11 • 05600 CEMETERY FUND LEVEL PROGRAM 26,694.58 05800 STREET LIGHT UTIL FUND 506.62 07000 LODGING TAX FUND 4,775.99 07100 INSURANCE TRUST DENTAL FUND 6,892.74 09000 PAYROLL CLEARING FUND 625,995.76 Report Totals 1,296,178.18 R55CKR2 ,101 CITY OF AF kLLEY 4/1 9:43:58 Council Check Register by GL Page- Council Check Register by Invoice&Summary 4/6/2023 •- 4/14/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 28654 4/14/2023 101557 AAA CREDIT SCREENING SVCS LLC 2.48- POL SALES TAX ADJUST 438997 122566 1200.6249 OTHER CONTRACTUAL SERVICES POLICE MANAGEMENT 2.48 POL SALES TAX ADJUST 438997 122566 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 32.48 CREDIT SCREENING BACKGROUNDS 438997 122566 1200.6249 OTHER CONTRACTUAL SERVICES POLICE MANAGEMENT 32 48 28655 4/14/2023 100101 ACE HARDWARE .85- DISCOUNT 438921 101400970501 5330.6333 GENERAL-CASH DISCOUNTS WTR MAIN/HYDRANT/CURB STOP MNT 8.59 PAINT FOR HYDRANTS YELLOW 438921 101400970501 5330.6229 GENERAL SUPPLIES WTR MAIN/HYDRANT/CURB STOP MNT 7.74 28656 4/14/2023 148565 ADVANCED IMAGING SOLUTIONS(C 272.04 COPIER MAINTENANCE 439435 INV301998 1500 6265 REPAIRS-EQUIPMENT PW MANAGEMENT 272.04 28657 4/14/2023 100389 ALPHAGRAPHICS 561.26 TRESPASS NOTICES(1000) 439054 123185 1200.6239 PRINTING POLICE MANAGEMENT 89.77 PRINTING HOME AND GARDEN ITEMS 438935 123228 5505.6239 PRINTING STORM DRAIN MNTC/RPR/SUMPS 219.73 PLANS AND SPECS 438974 123255 2027.6239 2023101G PRINTING ROAD ESCROW 870.76 28658 4/14/2023 100054 BAUER BUILT INC 771.56 TIRES#933&SQUADS 439066 180290190 1210.6216 VEHICLES-TIRES/BATTERIES POLICE FIELD OPERATIONS/PATROL 771.56 28659 4/1412023 147658 BLACK CLOVER ENTERPRISES,LLC 27.09 GOLF FREIGHT 439040 BCE155983 2260.6424 GOLF FREIGHT ON RESALE MDSE GOLF PRO SHOP MERCH SALES 324.00 CLOVER TEES 439040 BCE155983 2260.6413 GOLF-CAPS/HATS/CLOTHING GOLF PRO SHOP MERCH SALES 1,278.00 CLOVER HATS 439040 BCE155983 2260.6413 GOLF-CAPS/HATS/CLOTHING GOLF PRO SHOP MERCH SALES 1,629.09 28660 4/14/2023 142897 BOLTON&MENK,INC. 2,282.00 GIS SUPPORT 439440 307279 1510.6235 CONSULTANT SERVICES PW ENGINEERING&TECHNICAL 2,282.00 28661 4/14/2023 121014 BUCKEYE CLEANING CENTER 224.53 CLEANING/DISINFECTANT 438957 90490098 1920.6229 GENERAL SUPPLIES SENIOR CENTER 224.53 28662 4/14/2023 150664 CLUB PROPHET SYSTEMS 225.00 CLUB PROPHET POS GOLF APR 439041 INV1351863 2270.6249 OTHER CONTRACTUAL SERVICES GOLF FOOD&BEVERAGE R55CKR2 LOGIS101 CITY OF APPLE VALLEY 4/12/2023 9:43:58 Council Check Register by GL Page- 2 Council Check Register by Invoice&Summary 4/6/2023 - 4/14/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 28662 4/14/2023 150664 CLUB PROPHET SYSTEMS Continued... 546.00 CLUB PROPHET POS GOLF APR 439041 INV1351863 2210.6249 OTHER CONTRACTUAL SERVICES GOLF PRO SHOP 771.00 28663 4/14/2023 141474 COLE PAPERS INC. 105.72 THICK GARBAGE BAGS FOR TREE SA 438946 10276932 1520.6229 GENERAL SUPPLIES NATURAL RESOURCES 105.72 28664 4/14/2023 100102 COLLEGE CITY BEVERAGE 26.80 BEER#3 00000114 439113 179700069 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 55.70- CMLIQ#2 00000114 439097 179700070 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 10.20- CMBEER#3 00000114 439118 179700079 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 35.50 BEER#3 00000114 439125 179700098 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 3,091.25 BEER#1 00000114 439072 883866 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 26.95 TAX#1 00000114 439073 883866 5015 6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 24.50 NTAX#1 00000114 439074 883866 5015 6545 NON-TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 614.60 LIQ#1 00000114 439071 884063 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 167.10 LIQ#2 00000114 439095 884065 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 2,204.35 BEER#2 00000114 439096 884080 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 68.00 BEER#3 00000114 439108 884300 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 2,939 40 BEER#3 00000114 439109 884301 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 98.90 TAX#3 00000114 439110 884301 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 24.50 NTAX#3 00000114 439111 884301 5085.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 145.00 BEER#1 00000114 439076 885295 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 77.81- CMBEER#1 00000114 439075 886228 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 1,384.80 LIQ#1 00000114 439077 886261 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 11,884 75 BEER#1 00000114 439078 886262 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 256.80 TAX#1 00000114 439079 886262 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 49.00 NTAX#1 00000114 439080 886262 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 1,342.50 LIQ#2 00000114 439098 886295 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 3,864.35 BEER#2 00000114 439099 886296 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 50.00- CMBEER#3 00000114 439112 886349 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 1,554.90 LIQ#3 00000114 439114 886471 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 8,424.90 BEER#3 00000114 439115 886472 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 75.35 TAX#3 00000114 439116 886472 5085 6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 49.00 NTAX#3 00000114 439117 886472 5085.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 216.00 LIQ#3 00000114 439119 887385 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 67.50 WINE#3 00000114 439120 887385 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 2,298.90 BEER#3 00000114 439121 888328 5085 6530 BEER LIQUOR#3 STOCK PURCHASES 235.60 TAX#3 00000114 439122 888328 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STr" "PURCHASES 227.70 BEER#1 00000114 439082 888612 5015.6530 BEER LIQUOR#1 S1 URCHASES R55CKR2 ,101 CITY OF AF \LLEY 4/1 9:43:58 Council Check Register by GL Page- 3 Council Check Register by Invoice&Summary 4/6/2023 - 4/14/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 28664 4/14/2023 100102 COLLEGE CITY BEVERAGE Continued... 2,776.20 BEER#1 00000114 439083 888613 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 57.55 TAX#1 00000114 439084 888613 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 115.00 NTAX#1 00000114 439085 888613 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 2,231.30 BEER#2 00000114 439101 888703 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 90.00- CMBEER#1 00000114 439081 888722 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 90.08- CMBEER#2 00000114 439100 888723 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 30.00- CMBEER#2 00000114 439102 889747 5055 6530 BEER LIQUOR#2 STOCK PURCHASES 41.03- CMBEER#1 00000114 439086 890701 5015 6530 BEER LIQUOR#1 STOCK PURCHASES 12.00- CMTAX#1 00000114 439087 890701 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 126.90 LIQ#1 00000114 439088 890702 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 6,158.80 BEER#1 00000114 439089 890703 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 42.30 BEER#2 00000114 439103 890823 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 2,058.30 BEER#2 00000114 439104 890824 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 172.00 BEER#3 00000114 439123 890909 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 4,657.00 BEER#3 00000114 439124 890910 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 15.00- CMBEER#1 00000114 439090 892361 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 185.50- CMBEER#1 00000114 439091 893143 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 84.60 LIQ#1 00000114 439092 893144 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 4,718.95 BEER#1 00000114 439093 893145 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 15.00 TAX#1 00000114 439094 893145 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 210.90- CMBEER#2 00000114 439105 893179 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 33.60 WINE#2 00000114 439106 893180 5055 6520 WINE LIQUOR#2 STOCK PURCHASES 8,158.30 BEER#2 00000114 439107 893181 5055 6530 BEER LIQUOR#2 STOCK PURCHASES 169.20 CC BEER 439013 893195 2270 6419 GOLF-BEER GOLF FOOD&BEVERAGE 70.65 CC BEER 439014 893217 2270.6419 GOLF-BEER GOLF FOOD&BEVERAGE 169.20 LIQ#3 00000114 439126 893221 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 1,730.25 BEER#3 00000114 439127 893222 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 133.80 TAX#3 00000114 439128 893222 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 74,209.58 28665 4/14/2023 151767 CONFLUENCE 8,540.00 PARK PLANNING-PARK BOND 439034 25881 1700.6235 CONSULTANT SERVICES PARK&RECREATION MANAGEMENT 8,540.00 28666 4/14/2023 100116 CUSHMAN MOTOR CO INC 1,376.46 FRONT PTO REPAIR#209 439068 207776 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 1,376.46 28667 4/14/2023 119052 CUSTOM HOSE TECH INC 235.98 EQUIPMENT REPAIR-MINI LOADER 438950 115705 1630.6265 REPAIRS-EQUIPMENT STREET EQUIPMENT MAINTENANCE R55CKR2 LOGIS101 CITY OF APPLE VALLEY 4/12/2023 9:43:58 Council Check Register by GL Page- 4 Council Check Register by Invoice&Summary 4/6/2023 — 4/14/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 28667 4/14/2023 119052 CUSTOM HOSE TECH INC Continued... 235.98 28668 4/14/2023 100128 DAKOTA ELECTRIC ASSOCIATION 48 01 COBBLESTONE LK PKY LIGHTS MAR 438967 200001029347MAR 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 23 190.91 QUARRY POINT TOWER MAR 438968 200001036888MAR 5320.6255 UTILITIES-ELECTRIC WATER WELL/BOOSTER STN MNT/RPR 23 295.20 VALLEYWOOD MAINT BLDG MAR 438969 200001348960MAR 2230.6255 UTILITIES-ELECTRIC GOLF SHOP BUILDING MAINTENANCE 23 229 23 VALLEYWOOD RESERVOIR MAR 438970 200002244242MAR 5320.6255 UTILITIES-ELECTRIC WATER WELUBOOSTER STN MNT/RPR 23 172 73 15298 153RD ST LIGHTS MAR 438971 200003155579MAR 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 23 61.26 15850 DRAWSTONE TRL LIGHTS MAR 438972 200003472842MAR 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 23 58 31 15750 DIAMOND WAY LIGHTS MAR 438973 200003472859MAR 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 23 32.32 15745 COBBLESTONE LK PKWY LIGH 439003 200003472867MAR 5805 6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 23 20 49 158TH/DIAMOND PATH MOONLIGHT M 439004 200003472875MAR 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 23 67.69 COBBLESTONE LK PKY LIGHTS MAR 439005 200003571957MAR 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 23 1,223.05 VALLEYWOOD CLUBHOUSE MAR 439006 200004985206MAR 2215.6255 UTILITIES-ELECTRIC GOLF CLUBHOUSE BUILDING 23 22.37 COBBLESTONE N 2ND ADDITION MAR 439009 200005663463MAR 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 23 36.56 COBBLESTONE N 2ND ADDITION MAR 439010 200005663471MAR 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 23 2,458.13 28669 4/14/2023 101387 EGAN 12,511.17 STREET LIGHT MAINT.REPAIRS 438929 JC356710N003 5805 6249 OTHER CONTRACTUAL SERVICES STREET LIGHT UTILITY FUND 12,511.17 28670 4/14/2023 100188 GACKSTETTER,PAMELA 150.00 MCFOA-ST CLOUD-GACKSTETTER 438983 20230324 1015.6276 SCHOOLS/CONFERENCES/EXP OTHERCITY CLERK/ELECTIONS 150.00 28671 4/14 116265 GALETON R55CKR2 ,101 CITY OF AP 1LLEY 4/1. , 9:43:58 Council Check Register by GL Page- 5 Council Check Register by Invoice&Summary 4/6/2023 - 4/14/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 28671 4/14/2023 116265 GALETON Continued... 364,90 GLOVES 439430 2680035 1610 6229 GENERAL SUPPLIES STREET/BOULEVARD REPAIR&MNTC 364.90 28672 4/14/2023 100209 GOPHER STATE ONE-CALL 95.85 GSOC LOCATING 438964 3030186 5365.6399 OTHER CHARGES SEWER MGMT/REPORTS/DATA ENTRY 95.85 GSOC LOCATING 438964 3030186 5305.6399 OTHER CHARGES WATER MGMT/REPORT/DATA ENTRY 8.10 GOPHER STATE ONE CALL 438949 3030187 5805.6237 TELEPHONE/PAGERS STREET LIGHT UTILITY FUND 199 80 28673 4/14/2023 100217 GRAINGER,INC. 1,424.34 AVAFC PLUMBING SUPPLIES. 438933 9659513718 1940.6229 GENERAL SUPPLIES AQUATIC SWIM CENTER 1,424.34 28674 4/14/2023 101090 GRENDAHL,RUTH A 147.00 SUBS.NLC CCC WASH DC-GRENDAHL 439438 20230327 1005.6278 SUBSISTENCE ALLOWANCE MAYOR/CITY COUNCIL 1,013.40 NLC CCC WASH DC-GRENDAHL 439438 20230327 1005.6276 SCHOOLS/CONFERENCES/EXP OTHERMAYOR/CITY COUNCIL 255 00 CITY SUMMIT-GRENDAHL-ATLANTA 438976 20230406 1005.6278 SUBSISTENCE ALLOWANCE MAYOR/CITY COUNCIL 1,415 40 28675 4/14/2023 103314 INNOVATIVE OFFICE SOLUTIONS 81.39 TOWELS,TP 438936 IN4133444 5025.6229 GENERAL SUPPLIES LIQUOR#1 OPERATIONS 294 65 LIQ1 TOWELS,TRASH BAGS,MISC 438999 IN4145860 5025.6229 GENERAL SUPPLIES LIQUOR#1 OPERATIONS 12.88 4 DESK PADS 438977 IN4147242 1710-6210 OFFICE SUPPLIES PARK MAINTENANCE MANAGEMENT 15.88 EASEL PAPER REINFORCERS 438977 IN4147242 5305.6210 OFFICE SUPPLIES WATER MGMT/REPORT/DATA ENTRY 54.07 AVCC LAMINATING FILM 439432 IN4151381 1900.6210 OFFICE SUPPLIES AV COMMUNITY CENTER 25.21 ID BADGE CLIPS 438945 IN4151894 1920.6210 OFFICE SUPPLIES SENIOR CENTER 34.88 CHAIR MAT 438987 IN4154325 1920.6210 OFFICE SUPPLIES SENIOR CENTER 100.83 CALCULATOR FOR JOYETTA 438980 IN4154576 1020.6210 OFFICE SUPPLIES HUMAN RESOURCES 28.04- RETURN-POCKET FOLDERS 439452 5CN120395 5305.6210 OFFICE SUPPLIES WATER MGMT/REPORT/DATA ENTRY 591.75 28676 4/14/2023 120821 INTEREUM 6,096.41 NEW DESK LIEUTENANTS OFFICE 438925 196772 1210.6210 OFFICE SUPPLIES POLICE FIELD OPERATIONS/PATROL 6,096.41 28677 4/14/2023 101796 INTERSTATE BATTERY SYSTEM OF M 244.62 BATTERIES#330 439067 220069466 1630 6216 VEHICLES-TIRES/BATTERIES STREET EQUIPMENT MAINTENANCE 268.74 BATTERIES#416 439067 220069466 5345.6216 VEHICLES-TIRES/BATTERIES WATER EQUIPNEHICLE/MISC MNTC 122.31 BATTERY#324 439067 220069466 5505.6216 VEHICLES-TIRES/BATTERIES STORM DRAIN MNTC/RPR/SUMPS 635.67 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 4/12/2023 9:43:58 Council Check Register by GL Page- 6 Council Check Register by Invoice&Summary 4/6/2023 — 4/14/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 28677 4/14/2023 101796 INTERSTATE BATTERY SYSTEM OF M Continued... 28678 4/14/2023 122211 INVER GROVE HEIGHTS,CITY OF 780.00 K9 MOOSE TRACKING SCHOOL 439056 20230117 1281.6275 SCHOOLS/CONFERENCES/EXP LOCAL POLICE K-9 780.00 28679 4/14/2023 154176 JAMAR COMPANY 1,532.16 RPR LEAK COUNCIL CHAMBERS 439445 252007 1060.6266 REPAIRS-BUILDING MUNICIPAL BLDG&GROUNDS MNTC 1,532.16 28680 4/14/2023 156025 JOHNSON,JORDAN 20 93 SOAP 438922 20230403 2215.6229 GENERAL SUPPLIES GOLF CLUBHOUSE BUILDING 55 22 NA 438922 20230403 2270.6421 GOLF-NON ALCOHOLIC BEVERAGES GOLF FOOD&BEVERAGE 76.15 28681 4/14/2023 100289 LOGIS 650.00 LOGIS AVOLVE SERVER HOST MAR 439023 53566 1400 6399 OTHER CHARGES INSPECTIONS MANAGEMENT 3,821.00 LOGIS PIMS/E-PERMITS MAR 439023 53566 1400.6399 OTHER CHARGES INSPECTIONS MANAGEMENT 23,408.00 LOGIS SERVICE/INTERNET MAR 439023 53566 1040.6399 OTHER CHARGES DATA PROCESSING 911.00 LOGIS SERVICE/INTERNET MAR 439023 53566 5005.6399 OTHER CHARGES LIQUOR GENERAL OPERATIONS 407.00 LOGIS SERVICE/INTERNET MAR 439023 53566 5205.6399 OTHER CHARGES ARENA 1 MANAGEMENT 7,732.50 LOGIS SERVICE/INTERNET MAR 439023 53566 5365.6399 OTHER CHARGES SEWER MGMT/REPORTS/DATA ENTRY 7,732.50 LOGIS SERVICE/INTERNET MAR 439023 53566 5305.6399 OTHER CHARGES WATER MGMT/REPORT/DATA ENTRY 44,662.00 28682 4/14/2023 156007 MACQUEEN EMERGENCY 194.77 MAGNETIC DOOR SIMTCH 439451 P08875 1350.6215 EQUIPMENT-PARTS FIRE VEHICLE MAINTENANCE 194 77 28683 4/14/2023 100293 MACQUEEN EQUIPMENT 440.77 SWEEPER PARTS 439442 P48549 5505.6215 EQUIPMENT-PARTS STORM DRAIN MNTC/RPR/SUMPS 201.85 SWEEPER PARTS 438947 P48582 5505.6215 EQUIPMENT-PARTS STORM DRAIN MNTC/RPR/SUMPS 642.62 28684 4/14/2023 100299 MASTER ELECTRIC CO 1,241.76 LS#3 INSTALL NEW LED FIXTURES 439058 SD44921 5095.6266 REPAIRS-BUILDING LIQUOR#3 OPERATIONS 1,241.76 28685 4/14/2023 156194 METRO ALARM&LOCK 144.62 LIQ1 ALARM-MAY-JULY 439000 49935 5025.6249 OTHER CONTRACTUAL SERVICES LIQUOR#1 OPERATIONS 144.62 R55CKR2 ,101 CITY OF AP J ALLEY 4/1 9:43 58 Council Check Register by GL Page- 7 Council Check Register by Invoice&Summary 4/6/2023 -- 4/14/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 28685 4/14/2023 156194 METRO ALARM&LOCK Continued... 28686 4/14/2023 152003 MUELLER CO,LLC 27.00- UTIL DISCOUNT 439046 65700796 5310 6333 GENERAL-CASH DISCOUNTS WATER METER RPR/REPLACE/READNC 1,350.00 15 MI-NODES RECEIVED 439046 65700796 5310 6540 TAXABLE MISC FOR RESALE WATER METER RPR/REPLACE/READNC 1,323.00 28687 4/14/2023 146279 NORDIC MECHANICAL SERVICES,I 3,460.62 BOILER RPR,RPL PUMP MC 439446 69011 1060.6266 REPAIRS-BUILDING MUNICIPAL BLDG&GROUNDS MNTC 2,372.61 WTP BOILER SYSTEM REPAIRS 439061 69012 5325.6266 REPAIRS-BUILDING WATER TREATMENT FCLTY MNTC/RPR 5,833.23 28688 4/14/2023 111219 NORTHERN SAFETY TECHNOLOGY INC 278.40 MINI LIGHT BAR#228 438934 55568 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 278.40 28689 4/14/2023 119604 OLSEN CHAIN&CABLE 6.32- UTIL SALES TAX ADJUST 438958 697872 5305.6215 EQUIPMENT-PARTS WATER MGMT/REPORT/DATA ENTRY 6.32 UTIL SALES TAX ADJUST 438958 697872 5300.2330 DUE TO OTHER GOVERNMENT WATER&SEWER FUND BAL SHEET 30.10 CHAIN SET UPS FOR TRAILER 438958 697872 5305.6215 EQUIPMENT-PARTS WATER MGMT/REPORT/DATA ENTRY 30.12 CHAIN SET UPS FOR TRAILER 438958 697872 5365.6215 EQUIPMENT-PARTS SEWER MGMT/REPORTS/DATA ENTRY 30.10 CHAIN SET UPS FOR TRAILER 438958 697872 5505.6215 EQUIPMENT-PARTS STORM DRAIN MNTC/RPR/SUMPS 90.32 28690 4/14/2023 154497 PETERSON,KRAIG 51.09 MARCH MILEAGE-PETERSON 438944 20230331 5005.6277 MILEAGE/AUTO ALLOWANCE LIQUOR GENERAL OPERATIONS 51.09 28691 4114/2023 100382 PILGRIM PROMOTIONS 7.00 EMBROIDERY-B SKOK 438978 16721 5365.6281 UNIFORM/CLOTHING ALLOWANCE SEWER MGMT/REPORTS/DATA ENTRY 7.00 EMBROIDERY-K ZIMMERMAN 438978 16721 5305.6281 UNIFORM/CLOTHING ALLOWANCE WATER MGMT/REPORT/DATA ENTRY 14.00 28692 4/14/2023 100385 PLUNKETT'S PEST CONTROL INC 53.56 PEST CONTROL 439018 7942947 2215.6249 OTHER CONTRACTUAL SERVICES GOLF CLUBHOUSE BUILDING 53.56 28693 4/14/2023 100395 R&R SPECIALTIES OF WISCONSIN INC 44.40 HAYES OLY BLADE SHARPENING 439021 786851N 5270.6265 REPAIRS-EQUIPMENT ARENA 2 EQUIPMENT MAINT-HAYES 44.40 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 4/12/2023 9:43:58 Council Check Register by GL Page- 8 Council Check Register by Invoice&Summary 4/6/2023 - 4/14/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 28694 4/14/2023 144060 REACH Continued... 468.00 CLUBHOUSE TV FOR ADS 439042 85275 2205.6239 PRINTING GOLF MANAGEMENT 468„00 28695 4/14/2023 122110 REINDERS INC 7,327.57 FERTILIZER 439037 309159400 2235.6213 FERTILIZER GOLF COURSE MAINTENANCE 7,066.58 FERTILIZER 439038 309159700 2235 6213 FERTILIZER GOLF COURSE MAINTENANCE 14,394.15 28696 4/14/2023 100042 ROTARY CLUB OF APPLE VALLEY 229.06 POLICE CHIEF ROTARY DUES 439025 2401 1200.6280 DUES&SUBSCRIPTIONS POLICE MANAGEMENT 62.50 CHIEF ROTARY DUES-1ST QTR 439030 2408 1200.6280 DUES&SUBSCRIPTIONS POLICE MANAGEMENT 75.00 CHIEF ROTARY NEW MEMBER FEE 439030 2408 1200.6280 DUES&SUBSCRIPTIONS POLICE MANAGEMENT 211.44 CHIEF ROTARY MEALS-1ST QTR 439030 2408 1200.6275 SCHOOLS/CONFERENCES/EXP LOCAL POLICE MANAGEMENT 578.00 28697 4/14/2023 100437 SHERWIN WILLIAMS CO 454.75 CROSSWALK STRIPING PAINT 438927 13579 1680.6229 GENERAL SUPPLIES TRAFFIC SIGNS/SIGNALS/MARKERS 1,819.00 CROSSWALK STRIPING PAINT 438926 69953 1680.6229 GENERAL SUPPLIES TRAFFIC SIGNS/SIGNALS/MARKERS 909.50- CROSSWALK STRIPING PAINT 438592 70126 1680 6229 GENERAL SUPPLIES TRAFFIC SIGNS/SIGNALS/MARKERS 454.75 CROSSWALK STRIPING PAINT 438928 96965 1680 6229 GENERAL SUPPLIES TRAFFIC SIGNS/SIGNALS/MARKERS 1,819.00 28698 4/14/2023 155744 SKOK,BRIAN 100.00 BOOTS-B SKOK 438952 20230318 5305.6281 UNIFORM/CLOTHING ALLOWANCE WATER MGMT/REPORT/DATA ENTRY 100.00 BOOTS-B SKOK 438952 20230318 5365.6281 UNIFORM/CLOTHING ALLOWANCE SEWER MGMT/REPORTS/DATA ENTRY 200.00 28699 4/14/2023 100524 SOUTHERN GLAZERS WINE AND SPIRITS OF MN 26.00 TAX#3 00050756 439395 2324823 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 1,801.55 LIQ#2 00050756 439387 2325954 5055 6510 LIQUOR LIQUOR#2 STOCK PURCHASES 11,015.79 LIQ#1 00050756 439379 2326571 5015 6510 LIQUOR LIQUOR#1 STOCK PURCHASES 2,679 90 LIQ#1 00050756 439380 2326572 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 232 00 WINE#1 00050756 439407 2326573 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 680.00 WINE#1 00050756 439408 2326575 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 488.04 WINE#2 00050756 439412 2326577 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 144.00 WINE#2 00050756 439413 2326578 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 1,566.69 LIQ#2 00050756 439388 2326579 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 1,427.00 LIQ#2 00050756 439389 2326580 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 6,383.07 LIQ#3 00050756 439396 2326591 5085.6510 LIQUOR LIQUOR#3 STf PURCHASES 208.00 WINE#3 00050756 439419 2326592 5085.6520 WINE LIQUOR#3 S 'URCHASES R55CKR2 ,101 CITY OF AP ALLEY 4/1 , 9:43:58 Council Check Register by GL Page- 9 Council Check Register by Invoice&Summary 4/6/2023 - 4/14/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 28699 4/14/2023 100524 SOUTHERN GLAZERS WINE AND SPIRITS OF MN Continued... 144.65 LIQ#3 00050756 439397 2326593 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 136.00 WINE#3 00050756 439420 2326594 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 837.50 WINE#3 00050756 439421 2326596 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 165.40 LIQ#3 00050756 439398 2326597 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 342.00 LIQ#1 00050756 439381 2329050 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 52.00 TAX#1 00050756 439382 2329051 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 1,076.00 VVINE#1 00050756 439409 2329052 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 100.50 LIQ#1 00050756 439383 2329053 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 231.79 LIQ#2 00050756 439391 2329054 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 36.00 WINE#2 00050756 439414 2329055 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 342.00 LIQ#3 00050756 439399 2329066 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 1,119.07 LIQ#3 00050756 439400 2329067 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 88.00 WINE#3 00050756 439422 2329068 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 1,632.60 LIQ#1 00050756 439385 2331439 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 1,761.20 WINE#1 00050756 439411 2331440 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 891.00 LIQ#1 00050756 439386 2331441 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 826.90 LIQ#2 00050756 439393 2331443 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 712.00 WINE#2 00050756 439416 2331444 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 480.00 WINE#2 00050756 439417 2331445 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 243.00 LIQ#2 00050756 439394 2331446 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 1,908.82 LIQ#3 00050756 439402 2331460 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 365.04 WINE#3 00050756 439424 2331461 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 744.91 LIQ#3 00050756 439403 2331462 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 464.44 WINE#3 00050756 439425 2331463 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 75.96- CMWINE#3 00050756 439426 2331464 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 1,708.00 WINE#3 00050756 439427 2331464 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 99.00 LIQ#3 00050756 439404 5095443 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 560.00 WINE#2 00050756 439418 5096055 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 400.47 LIQ#3 00050756 439405 5096088 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 188.98 LIQ#3 00050756 439406 5096090 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 883.32- CMLIQ#1 00050756 439384 9499502 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 337.74- CMLIQ#2 00050756 439392 9499503 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 77.94- CMLIQ#3 00050756 439401 9499505 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 224.00- WINE#1 00050756 439410 9499548 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 64.00- CMWINE#2 00050756 439415 9499549 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 200 00- CMWINE#3 00050756 439423 9499552 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 116.95- CMLIQ#2 00050756 439390 9500124 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 42,329.40 28700 4/14/2023 100471 TOLL GAS&WELDING SUPPLY RSSCKR2 LOGIS101 CITY OF APPLE VALLEY 4/12/2023 9:43:58 Council Check Register by GL Page- 10 Council Check Register by Invoice&Summary 4/6/2023 - 4/14/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 28700 4/14/2023 100471 TOLL GAS&WELDING SUPPLY Continued... 12.03 WELDING GAS 438919 40171536 2240.6229 GENERAL SUPPLIES GOLF EQUIPMENT MAINTENANCE 12.03 28701 4/14/2023 155941 UTILITY CONSULTANTS INC 693.00 WATER SYSTEM TESTING MARCH 439443 115838 5325.6249 OTHER CONTRACTUAL SERVICES WATER TREATMENT FCLTY MNTC/RPR 693.00 28702 4/14/2023 100528 ZIEGLER INC 274.98 ENGINE OIL WELL#5 439007 IN000944599 5320.6212 MOTOR FUELS/OILS WATER WELL/BOOSTER STN MNT/RPR 274.98 315809 4/12/2023 147492 ACUSHNET COMPANY 2.58- GOLF DISCOUNT 438924 915363524 2260 6423 GOLF-CASH DISCOUNT GOLF PRO SHOP MERCH SALES 129.00 VELOCITY JAR BALLS 438924 915363524 2260.6412 GOLF-BALLS GOLF PRO SHOP MERCH SALES 126.42 315810 4/12/2023 144459 ADVANCED IMAGING SOLUTIONS(L 242.00 COPIER LEASE 439449 498058700 1500.6310 RENTAL EXPENSE PW MANAGEMENT 242 00 315811 4/12/2023 152292 ADVANCED POWER SERVICES,INC. 2,056.15 LIFT 2 GENERATOR HEATER 439070 4177 5380.6265 REPAIRS-EQUIPMENT SEWER LIFT STN REPAIR&MNTC 2,056.15 315812 4/12/2023 153995 AMAZON CAPITAL SERVICES 32.99 LASER POINTER-ZAUHAR 438991 16C4KV9KPTM6 1200.6229 GENERAL SUPPLIES POLICE MANAGEMENT 31.90 3 RING BINDERS ORGANIZATION 439433 19CY7C7VDPRT 1875 6229 GENERAL SUPPLIES REC PRESCHOOL PROGRAMS 20.43 IPAD STYLUS 438988 1G7TPJWM7KQ1 1030 6211 SMALL TOOLS&EQUIPMENT INFORMATION TECHNOLOGY 28.99 IPAD COVER/ELVIN 439017 1JNKFKKJ4KTT 1320 6229 GENERAL SUPPLIES FIRE PREVENTION 445.40 BLACKHAWK MASK THIGH RIGS(10) 439055 1T9YP1X67L97 1210 6229 GENERAL SUPPLIES POLICE FIELD OPERATIONS/PATROL 123.45 IPAD CASES 439434 1TNXLDCK793Y 1030 6211 SMALL TOOLS&EQUIPMENT INFORMATION TECHNOLOGY 92.93 SPEAKERS,USB,CORD 438998 1TYGRKTQ6X64 1210.6210 OFFICE SUPPLIES POLICE FIELD OPERATIONS/PATROL 41.77 NAMETAGS FOR STAFF 439012 1 WTLQ34T4W 2205.6281 UNIFORM/CLOTHING ALLOWANCE GOLF MANAGEMENT 61.08 MARKERS AND SEALS 438937 1X33FFWW7GXQ 1330.6229 GENERAL SUPPLIES FIRE OPERATIONS 299.99 REPLACED CORDLESS VACUUM 438986 1X9TCY4Q7XQV 1920 6211 SMALL TOOLS&EQUIPMENT SENIOR CENTER 1,178.93 315813 4/12/2023 100018 AMERICAN PLANNING ASSN 380.00 APAMEMBERSHIP-SHARPE 438938 300070 1100.6280 DUES&SUBSCRIPTIONS DEVMANAGEMFNT 380.00 R55CKR2 ( ,101 CITY OF AF \LLEY 4/1 9:43:58 Council Check Register by GL Page- 11 Council Check Register by Invoice&Summary 4/6/2023 — 4/14/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 315813 4/12/2023 100018 AMERICAN PLANNING ASSN Continued... 315814 4/12/2023 100023 ANDERSEN INC,EARL F 6,400 00 SIGN POSTS(200) 439441 1321911N 1680.6229 GENERAL SUPPLIES TRAFFIC SIGNS/SIGNALS/MARKERS 104.87 SOLAR AMBER FLASHER BARICADE 438954 1322201N 5330.6229 GENERAL SUPPLIES WTR MAIN/HYDRANT/CURB STOP MNT 104 88 SOLAR AMBER FLASHER BARICADE 438954 1322201N 5375.6229 GENERAL SUPPLIES SEWER MAINTENANCE AND REPAIR 6,609.75 315815 4/12/2023 154253 APPLE FORD LINCOLN 579.44 UB REFUND 7125 151ST ST W 439448 20230406A 5301 4997 WATER/SEWERACCT REFUNDS WATER&SEWER FUND REVENUE 1,761.65 STEERING RACK#906 439065 610058 1210.6215 EQUIPMENT-PARTS POLICE FIELD OPERATIONS/PATROL 400.00- RACK CORE RETURN#906 439429 CM610058 1210 6215 EQUIPMENT-PARTS POLICE FIELD OPERATIONS/PATROL 1,941.09 315816 4/12/2023 158444 ASHWORTH 17.53 SHIPPING 438995 1081 2260.6424 GOLF FREIGHT ON RESALE MDSE GOLF PRO SHOP MERCH SALES 189.00 CAPS 438995 1081 2260 6413 GOLF-CAPS/HATS/CLOTHING GOLF PRO SHOP MERCH SALES 18.07 SHIPPING 438994 1099 2260.6424 GOLF FREIGHT ON RESALE MDSE GOLF PRO SHOP MERCH SALES 96.00 GOLF PANTS 438994 1099 2260 6413 GOLF-CAPS/HATS/CLOTHING GOLF PRO SHOP MERCH SALES 320.60 315817 4/12/2023 100032 ASTLEFORD INTERNATIONAL&ISUZU 192.83 SWEEPER DOOR HANDLE ASSEMBLY 438963 2P24742 5505.6215 EQUIPMENT-PARTS STORM DRAIN MNTC/RPR/SUMPS 192.83 315818 4/12/2023 116409 BERGMAN,JOHN 204.00 CITY SUMMIT-BERGMAN-ATLANTA GA 438975 20230406 1005.6278 SUBSISTENCE ALLOWANCE MAYOR/CITY COUNCIL 204 00 315819 4/12/2023 109954 BERRY COFFEE COMPANY 183.60 CH COFFEE 438965 946797 1060.6229 GENERAL SUPPLIES MUNICIPAL BLDG&GROUNDS MNTC 183.60 315820 4/12/2023 150980 BONDESON,DOUG 72 66 BONDESON MILEAGE MARCH 2023 438942 20230329 2012.6277 MILEAGE/AUTO ALLOWANCE CABLE TV JOINT POWERS 72.66 315821 4/12/2023 100282 CINTAS CORPORATION 317.76 BUILDING SERVICES 439002 4151336878 2215.6240 CLEANING SERVICE/GARBAGE REMOVGOLF CLUBHOUSE BUILDING 9.14 PARKS COVERALLS 439008 4151460521 1710.6281 UNIFORM/CLOTHING ALLOWANCE PARK MAINTENANCE MANAGEMENT 11.89 SHOP COVERALLS 439008 4151460521 1530.6281 UNIFORM/CLOTHING ALLOWANCE FLEET&BUILDINGS-CMF R55CKR2 LOGIS101 CITY OF APPLE VALLEY 4/12/2023 9:43:58 Council Check Register by GL Page- 12 Council Check Register by Invoice&Summary 4/6/2023 — 4/14/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 315821 4/12/2023 100282 CINTAS CORPORATION Continued... 29.30 STREETS COVERALLS 439008 4151460521 1600.6281 UNIFORM/CLOTHING ALLOWANCE STREET MANAGEMENT 2.13- LIQ3 USE TAX 438940 4151463384 5000 2330 DUE TO OTHER GOVERNMENT LIQUOR BALANCE SHEET 2.13 LIQ3 USE TAX 438940 4151463384 5095.6240 CLEANING SERVICE/GARBAGE REMOVLIQUOR#3 OPERATIONS 31.04 MATS&MOPS 438940 4151463384 5095.6240 CLEANING SERVICE/GARBAGE REMOVLIQUOR#3 OPERATIONS 36.48 CH MAT SVC 438979 4151630951 1060.6240 CLEANING SERVICE/GARBAGE REMOVMUNICIPAL BLDG&GROUNDS MNTC 32.72 CARPET RUNNERS 438993 4151630978 1060.6240 CLEANING SERVICE/GARBAGE REMOVMUNICIPAL BLDG&GROUNDS MNTC .83- LIQ2 USE TAX 439001 4151631012 5000 2330 DUE TO OTHER GOVERNMENT LIQUOR BALANCE SHEET .83 LIQ2 USE TAX 439001 4151631012 5065 6240 CLEANING SERVICE/GARBAGE REMOVLIQUOR#2 OPERATIONS 12.00 RUGS 439001 4151631012 5065 6240 CLEANING SERVICE/GARBAGE REMOVLIQUOR#2 OPERATIONS 480.33 315822 4/12/2023 113504 CINTAS FIRST AID&SAFETY 101.70 FIRST AID KIT 439015 5152817795 2215 6249 OTHER CONTRACTUAL SERVICES GOLF CLUBHOUSE BUILDING 101.70 315823 4/12/2023 100510 CORE&MAIN 529.88 STANDARD HYDRANT WRENCHES(4) 439043 S543443 5330.6211 SMALL TOOLS&EQUIPMENT WTR MAIN/HYDRANT/CURB STOP MNT 529.88 315824 4112/2023 122019 CROWN RENTAL-BURNSVILLE 18.67 CURB BOX MAINT PROPANE 438959 3831735 5330.6229 GENERAL SUPPLIES WTR MAIN/HYDRANT/CURB STOP MNT 18.67 315825 4/12/2023 143882 CULLIGAN 212.90 HAYES WATER SOFTENING 439020 157985475324MAR 5265 6229 GENERAL SUPPLIES ARENA 2 BLDG MAINTENANCE-HAYES 23 212.90 315826 4/12/2023 156145 CYBER ADVISORS INC 2,250.00 VCISO MONTHLY SERVICES 439051 98139 2112.6235 2022141G CONSULTANT SERVICES CARES ACT 2020 2,250 00 315827 4/12/2023 100123 DAKOTA COUNTY FINANCIAL SERVIC 1,319.00 LIFT STATION FIBER CONNECTION 439033 23000 5305.6735 CAPITAL OUTLAY-OTHER IMPROVEME WATER MGMT/REPORT/DATA ENTRY 1,319.00 WELL#11 FIBER NETWORK CONNECT 439032 23001 2112.6735 2022143G CAPITAL OUTLAY-OTHER IMPROVEME CARES ACT 2020 1,319.00 WELL#17 FIBER NETWORK CONNECT 439029 23002 2112 6735 2022143G CAPITAL OUTLAY-OTHER IMPROVEME CARES ACT 2020 1,319.00 WELL#19 FIBER NETWORK CONNECTR 439028 23003 2112 6735 2022143G CAPITAL OUTLAY-OTHER IMPROVEME CARES ACT 2020 1,319.00 WELL#9 FIBER NETWORK CONNECT 439026 23004 2112 6735 2022143G CAPITAL OUTLAY-OTHER IMPROVEME CARES ACT 2020 6,595.00 R55CKR2 ,101 CITY OF AP, kLLEY 4/1 , 9:43:58 Council Check Register by GL Page- 13 Council Check Register by Invoice&Summary 4/6/2023 — 4/14/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 315828 4/12/2023 154565 DAKOTA SUPPLY GROUP Continued... 1,750.00 HEAVY DUTY SEAT PULLING WRENCH 439048 S102402905001 5330.6211 SMALL TOOLS&EQUIPMENT WTR MAIN/HYDRANT/CURB STOP MNT 825.85 MUELLER HYDRANT LOWER OP RODS 439047 S102420545001 5330 6215 EQUIPMENT-PARTS WTR MAIN/HYDRANT/CURB STOP MNT 386.19 CHAIN WHEEL FOR RECYCLE VALVE 438961 S102503271001 5325.6215 EQUIPMENT-PARTS WATER TREATMENT FCLTY MNTC/RPR 1,104.23 1"METER COUPLERS 439050 S102573926001 5310.6540 TAXABLE MISC FOR RESALE WATER METER RPR/REPLACE/READNC 815.00 2"KAMSTRUP METER LUND'S 439045 S102583449001 5310.6540 TAXABLE MISC FOR RESALE WATER METER RPR/REPLACE/READNC 2,300.00 FIVE STAR DIFFUSER FLUSHING 439044 S102593435001 5330.6211 SMALL TOOLS&EQUIPMENT WTR MAIN/HYDRANT/CURB STOP MNT 790.15 METER FLANGE CONNECTOR KITS 439049 S102606859001 5310.6540 TAXABLE MISC FOR RESALE WATER METER RPR/REPLACE/READNC 444.85- MUELLER HYDRANT LOWER OP ROD 438939 S102617531001 5330.6215 EQUIPMENT-PARTS WTR MAIN/HYDRANT/CURB STOP MNT 824.60 2"KAMSTRUP METER LAYS BUILDING 439060 S102621740001 5310.6540 TAXABLE MISC FOR RESALE WATER METER RPR/REPLACE/READNC 8,351.17 315829 4/12/2023 123324 DAMA METAL PRODUCTS INC 1,062.00 KEY BOX-KILMARTIN 439059 16357 1320.6229 GENERAL SUPPLIES FIRE PREVENTION 1,062.00 315830 4/12/2023 153625 EHLERS SERVICES PLOWING 1,700.00 GRAVE DIGGING 3-13-23 439062 577473 5605 6249 OTHER CONTRACTUAL SERVICES CEMETERY 1,700.00 315831 4/12/2023 158364 EMEENTERPRISESLLC 1,160.86 LEG RESTRAINT DEVICES(20) 439057 5 1210 6211 SMALL TOOLS&EQUIPMENT POLICE FIELD OPERATIONS/PATROL 1,160.86 315832 4/12/2023 100166 FEDEX 33.45 FEDEX SHIPPING 439019 809083517 2260.6424 GOLF FREIGHT ON RESALE MDSE GOLF PRO SHOP MERCH SALES 33.45 315833 4/12/2023 100168 FERRELLGAS 710.13 PROPANE STREETS FORKLIFT 439444 2031724025 1630.6212 MOTOR FUELS/OILS STREET EQUIPMENT MAINTENANCE 710.13 315834 4/12/2023 100420 FISCHER MINING,LLC 1.80- UTIL DISCOUNT 438960 171349 5330.6333 GENERAL-CASH DISCOUNTS WTR MAIN/HYDRANT/CURB STOP MNT 234.95 FINDLEY WATER MAIN BREAK 438960 171349 5330.6229 GENERAL SUPPLIES WTR MAIN/HYDRANT/CURB STOP MNT 4.46- UTIL DISCOUNT 439064 171359 5330.6333 GENERAL-CASH DISCOUNTS WTR MAIN/HYDRANT/CURB STOP MNT 542.93 268 PALOMINO DR WM BREAK 439064 171359 5330.6229 GENERAL SUPPLIES WTR MAIN/HYDRANT/CURB STOP MNT 771.62 315835 4/12/2023 156953 FISHER,KALEB 127.40 4 PR JEANS-K FISHER 439450 20230323 5365.6281 UNIFORM/CLOTHING ALLOWANCE SEWER MGMT/REPORTS/DATA ENTRY R55CKR2 LOGIS101 CITY OF APPLE VALLEY 4/12/2023 9:43:58 Council Check Register by GL Page- 14 Council Check Register by Invoice&Summary 4/6/2023 - 4/14/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 315835 4/12/2023 156953 FISHER,KALEB Continued... 127.40 315836 4112/2023 150163 GALLS 22.50 UNIFORM SUPPLIES 438992 24006612 1210.6281 UNIFORM/CLOTHING ALLOWANCE POLICE FIELD OPERATIONS/PATROL 22.50 315837 4/12/2023 101328 GOVCONNECTION INC 34.30 USB C CABLES 438990 73967636 1030.6211 SMALL TOOLS&EQUIPMENT INFORMATION TECHNOLOGY 74.08 COMPUTER MEMORY 439436 73982974 1030.6211 SMALL TOOLS&EQUIPMENT INFORMATION TECHNOLOGY 240.94 LAPTOP DOCKING STATIONS 439436 73982974 1030.6725 CAPITAL OUTLAY-OFFICE EQUIP INFORMATION TECHNOLOGY 63.89 COMPUTER HEADSETS 439437 73987097 1030 6211 SMALL TOOLS&EQUIPMENT INFORMATION TECHNOLOGY 413.21 315838 4/12/2023 101297 HEIMAN INC 33,030.00 HELMETS(90) 439035 9188611N 1330.6281 UNIFORM/CLOTHING ALLOWANCE FIRE OPERATIONS 33,030.00 315839 4/12/2023 155706 HERO HOME SERVICES INC 1.00 PARTIAL SEWER REFUND ELKWOOD D 438932 20230403 1001 4072 STATE SURTAX COLLECTED GENERAL FUND REVENUE 50.69 PARTIAL SEWER REFUND ELKWOOD D 438932 20230403 1001 4915 SEWER SERVICE PERMIT GENERAL FUND REVENUE 51.69 315840 4/12/2023 153226 HYVEE 315.68 FOOD GRAND FALL TASTING 2022 439031 20221102 5000.2530 WiNE CLUB LIQUOR BALANCE SHEET 315.68 315841 4M2/2023 100247 INTERSTATE POWER SYSTEMS 87.52 TRANSMMISION FILTERS#4995 439428 R00119665402 1350.6215 EQUIPMENT-PARTS FIRE VEHICLE MAINTENANCE 87.52 315842 4/12/2023 100255 JOHNSON BROTHERS LIQUOR 84.00 WINE#2 SHORT PAID 00000109 439264 2254171A 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 78.10 LIQ#1 00000109 439136 2260202 5015 6510 LIQUOR LIQUOR#1 STOCK PURCHASES 10.25 FREIGHT#1 00000109 439137 2260202 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 755.90 LIQ#1 00000109 439138 2261195 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 8.75 FREIGHT#1 00000109 439139 2261195 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 1.75 FREIGHT#1 00000109 439140 2261196 5015 6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 398.16 LIQ#3 00000109 439199 2261197 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 10 50 FREIGHT#3 00000109 439200 2261197 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 199.08 LIQ#1 00000109 439141 2261198 5015.6510 LIQUOR LIQUOR#1 S- 'URCHASES R55CKR2 ,101 CITY OF AF ALLEY 4/1 ; 9:43:58 Council Check Register by GL Page- 15 Council Check Register by Invoice&Summary 4/6/2023 - 4/14/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 315842 4/12/2023 100255 JOHNSON BROTHERS LIQUOR Continued... 10.50 FREIGHT#1 00000109 439142 2261198 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 1,933.65 WINE#3 00000109 439293 2263045 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 18 75 FREIGHT#3 00000109 439294 2263045 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 1,912.80 LIQ#1 00000109 439143 2263046 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 40.00 FREIGHT#1 00000109 439144 2263046 5015 6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 2,655.56 WINE#1 00000109 439246 2263047 5015 6520 WINE LIQUOR#1 STOCK PURCHASES 41.25 FREIGHT#1 00000109 439247 2263047 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 13,135.85 LIQ#1 00000109 439145 2263048 5015 6510 LIQUOR LIQUOR#1 STOCK PURCHASES 97.82 FREIGHT#1 00000109 439146 2263048 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 3,202.20 LIQ#2 00000109 439174 2263049 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 26.35 FREIGHT#2 00000109 439175 2263049 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 6,088.10 LIQ#3 00000109 439201 2263050 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 46.35 FREIGHT#3 00000109 439202 2263050 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 600.30 WINE#2 00000109 439266 2263051 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 6.25 FREIGHT#2 00000109 439267 2263051 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 479.00 LIQ#1 00000109 439147 2263052 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 5.00 FREIGHT#1 00000109 439148 2263052 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 4,922.00 WINE#1 00000109 439248 2263053 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 81.25 FREIGHT#1 00000109 439249 2263053 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 47.95 TAX#1 00000109 439149 2263054 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 1.25 FREIGHT#1 00000109 439150 2263054 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 2,814.50 LIQ#1 00000109 439151 2263055 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 31.89 FREIGHT#1 00000109 439152 2263055 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 616.00 WINE#1 00000109 439250 2263056 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 6.25 FREIGHT#1 00000109 439251 2263056 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 160.00 WINE#2 00000109 439268 2263057 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 1.25 FREIGHT#2 00000109 439269 2263057 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 96.00 WINE#3 00000109 439295 2263058 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 1.25 FREIGHT#3 00000109 439296 2263058 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 358.70 LIQ#2 00000109 439176 2263059 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 5.00 FREIGHT#2 00000109 439177 2263059 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 562.00 WINE#2 00000109 439270 2263060 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 8.75 FREIGHT#2 00000109 439271 2263060 5055 6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 689.00 LIQ#2 00000109 439178 2263061 5055 6510 LIQUOR LIQUOR#2 STOCK PURCHASES 11.25 FREIGHT#2 00000109 439179 2263061 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 2,052.00 WINE#2 00000109 439272 2263062 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 33.75 FREIGHT#2 00000109 439273 2263062 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 1,134.50 LIQ#2 00000109 439180 2263063 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 12.50 FREIGHT#2 00000109 439181 2263063 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 4/12/2023 9:43:58 Council Check Register by GL Page- 16 Council Check Register by Invoice&Summary 4/6/2023 -- 4/14/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 315842 4/12/2023 100255 JOHNSON BROTHERS LIQUOR Continued... 912.05 WINE#2 00000109 439274 2263064 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 16.25 FREIGHT#2 00000109 439275 2263064 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 1,777.00 LIQ#3 00000109 439203 2263065 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 28.75 FREIGHT#3 00000109 439204 2263065 5085 6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 709.15 WINE#3 00000109 439297 2263066 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 16 25 FREIGHT#3 00000109 439298 2263066 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 2,767.50 LIQ#3 00000109 439205 2263067 5085 6510 LIQUOR LIQUOR#3 STOCK PURCHASES 62.51 FREIGHT#3 00000109 439206 2263067 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 252.00 WINE#3 00000109 439299 2263068 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 3.75 FREIGHT#3 00000109 439300 2263068 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 1,129.00 LIQ#3 00000109 439207 2263069 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 10.00 FREIGHT#3 00000109 439208 2263069 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 743.12 WINE#3 00000109 439301 2263070 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 15.00 FREIGHT#3 00000109 439302 2263070 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 151 55 LIQ#1 00000109 439133 2263367 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 10.50 FREIGHT#1 00000109 439134 2263367 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 458.00 LIQ#1 00000109 439135 2263368 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 458.00 LIQ#3 00000109 439198 2263369 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 382.80 WINE#2 00000109 439276 2264347 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 10.50 FREIGHT#2 00000109 439277 2264347 5055 6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 820.44 LIQ#1 00000109 439155 2264367 5015 6510 LIQUOR LIQUOR#1 STOCK PURCHASES 11.25 FREIGHT#1 00000109 439156 2264367 5015 6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 160.56 WINE#1 00000109 439252 2264368 5015 6520 WINE LIQUOR#1 STOCK PURCHASES 3.75 FREIGHT#1 00000109 439253 2264368 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 368.00 WINE#3 00000109 439303 2267568 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 5.43 FREIGHT#3 00000109 439304 2267568 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 223.00 LIQ#1 00000109 439157 2267569 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 1 25 FREIGHT#1 00000109 439158 2267569 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 753.66 WINE#1 00000109 439254 2267570 5015 6520 WINE LIQUOR#1 STOCK PURCHASES 8.96 FREIGHT#1 00000109 439255 2267570 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 181 44 WINE#2 00000109 439278 2267571 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 1.46 FREIGHT#2 00000109 439279 2267571 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 206.50 LIQ#3 00000109 439210 2267572 5085 6510 LIQUOR LIQUOR#3 STOCK PURCHASES 2.50 FREIGHT#3 00000109 439211 2267572 5085 6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 21 FREIGHT#1 00000109 439159 2267573 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 341.54 WINE#1 00000109 439256 2267574 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 7 50 FREIGHT#1 00000109 439257 2267574 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 160.00 WINE#3 00000109 439305 2267575 5085.6520 W1NE LIQUOR#3 STOCK PURCHASES 1.88 FREIGHT#3 00000109 439306 2267575 5085 6550 FREIGHT ON RESALE MDSE LIQUOR#3 ST' PURCHASES R55CKR2 i101 CITY OF AF ALLEY 4/' . 9:43:58 Council Check Register by GL Page- 17 Council Check Register by Invoice&Summary 4/6/2023 - 4/14/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 315842 4/12/2023 100255 JOHNSON BROTHERS LIQUOR Continued... 858.00 LIQ#1 00000109 439160 2267576 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 7.50 FREIGHT#1 00000109 439161 2267576 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 2,700.00 LIQ#1 00000109 439162 2267577 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 62.52 FREIGHT#1 00000109 439163 2267577 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 47.95 TAX#1 00000109 439164 2267578 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 1 25 FREIGHT#1 00000109 439165 2267578 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 540.00 LIQ#2 00000109 439182 2267579 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 12.50 FREIGHT#2 00000109 439183 2267579 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 1.89 FREIGHT#3 00000109 439212 2267580 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 88.00 VVINE#3 00000109 439307 2267581 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 1.25 FREIGHT#3 00000109 439308 2267581 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 417.50 LIQ#2 00000109 439184 2267582 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 3.75 FREIGHT#2 00000109 439185 2267582 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 107.75 WINE#2 00000109 439280 2267583 5055 6520 WINE LIQUOR#2 STOCK PURCHASES 2.50 FREIGHT#2 00000109 439281 2267583 5055 6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 49.50 LIQ#2 00000109 439186 2267584 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 1.25 FREIGHT#2 00000109 439187 2267584 5055 6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 232.00 LIQ#2 00000109 439188 2267585 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 2 50 FREIGHT#2 00000109 439189 2267585 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 144.00 WINE#2 00000109 439282 2267586 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 3 75 FREIGHT#2 00000109 439283 2267586 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 874.92 LIQ#3 00000109 439213 2267587 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 9.38 FREIGHT#3 00000109 439214 2267587 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 3,723.18 WINE#3 00000109 439309 2267588 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 48.76 FREIGHT#3 00000109 439310 2267588 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 135.00 LIQ#3 00000109 439215 2267589 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 1.25 FREIGHT#3 00000109 439216 2267589 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 581 00 LIQ#3 00000109 439217 2267590 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 3.75 FREIGHT#3 00000109 439218 2267590 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 80.00 LIQ#3 00000109 439219 2267591 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 1.25 FREIGHT#3 00000109 439220 2267591 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 281.46 WINE#3 00000109 439311 2267592 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 5.31 FREIGHT#3 00000109 439312 2267592 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 3,145.50 LIQ#3 00000109 439221 2267593 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 73.76 FREIGHT#3 00000109 439222 2267593 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 672.00 WINE#3 00000109 439313 2267594 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 8 75 FREIGHT#3 00000109 439314 2267594 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 193.50 LIQ#3 00000109 439209 2268037 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 136.00 LIQ#3 00000109 439225 2269359 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 4/12/2023 9:43:58 Council Check Register by GL Page- 18 Council Check Register by Invoice&Summary 4/6/2023 - 4/14/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 315842 4/12/2023 100255 JOHNSON BROTHERS LIQUOR Continued... 10.50 FREIGHT#3 00000109 439226 2269359 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 1.35 FREIGHT#2 00000109 439284 2272415 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 557 68 LIQ#1 00000109 439166 2272416 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 8.75 FREIGHT#1 00000109 439167 2272416 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 5,247.05 WINE#1 00000109 439258 2272417 5015 6520 WINE LIQUOR#1 STOCK PURCHASES 77.50 FREIGHT#1 00000109 439259 2272417 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 2,503 01 LIQ#1 00000109 439168 2272418 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 22.50 FREIGHT#1 00000109 439169 2272418 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 1,345 00 LIQ#2 00000109 439190 2272419 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 10 00 FREIGHT#2 00000109 439191 2272419 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 3,430.49 LIQ#3 00000109 439227 2272420 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 29.17 FREIGHT#3 00000109 439228 2272420 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 85.50 LIQ#3 00000109 439229 2272421 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 1 25 FREIGHT#3 00000109 439230 2272421 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 216.00 WNE#3 00000109 439318 2272422 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 2.50 FREIGHT#3 00000109 439319 2272422 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 240.00 LIQ#1 00000109 439170 2272423 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 3.75 FREIGHT#1 00000109 439171 2272423 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 673.34 WINE#1 00000109 439260 2272424 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 15.00 FREIGHT#1 00000109 439261 2272424 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 51.52 WINE#2 00000109 439285 2272425 5055.6520 WINE LIQUOR#2 STOCK PURCHASES .52 FREIGHT#2 00000109 439286 2272425 5055 6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 144.00 LIQ#1 00000109 439172 2272426 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 1.25 FREIGHT#1 00000109 439173 2272426 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 894.00 WINE#1 00000109 439262 2272427 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 21 25 FREIGHT#1 00000109 439263 2272427 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 208 00 LIQ#3 00000109 439231 2272428 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 1.25 FREIGHT#3 00000109 439232 2272428 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 281.79 LIQ#2 00000109 439192 2272430 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 2.41 FREIGHT#2 00000109 439193 2272430 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 192.63 WINE#2 00000109 439287 2272431 5055 6520 WINE LIQUOR#2 STOCK PURCHASES 5.31 FREIGHT#2 00000109 439288 2272431 5055 6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 632.00 WINE#2 00000109 439289 2272432 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 13 75 FREIGHT#2 00000109 439290 2272432 5055 6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 160.00 LIQ#2 00000109 439194 2272433 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 2.50 FREIGHT#2 00000109 439195 2272433 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 980.85 WINE#2 00000109 439291 2272434 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 24.59 FREIGHT#2 00000109 439292 2272434 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 220.00 LIQ#3 00000109 439315 2272435 5085 6510 LIQUOR LIQUOR#3 ST' ?URCHASES R55CKR2 .,101 CITY OF AF kLLEY 4/1 9:43:58 Council Check Register by GL Page- 19 Council Check Register by Invoice&Summary 4/6/2023 - 4/14/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 315842 4/12/2023 100255 JOHNSON BROTHERS LIQUOR Continued... 3,583.50 WINE#3 00000109 439316 2272435 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 41.25 FREIGHT#3 00000109 439317 2272435 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 694.16 WINE#3 00000109 439320 2272436 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 11.25 FREIGHT#3 00000109 439321 2272436 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 405.30 LIQ#3 00000109 439233 2272437 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 2.71 FREIGHT#3 00000109 439234 2272437 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 99.50 LIQ#3 00000109 439235 2272438 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 1.25 FREIGHT#3 00000109 439236 2272438 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 490 67 WINE#3 00000109 439322 2272439 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 10 00 FREIGHT#3 00000109 439323 2272439 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 67.50 LIQ#3 00000109 439237 2272440 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES .85 FREIGHT#3 00000109 439238 2272440 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 420.00 WINE#3 00000109 439324 2272441 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 11.25 FREIGHT#3 00000109 439325 2272441 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 14.00- CMWINE#2 00000109 439265 244368 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 21.34- CMWMNE#1 00000109 439239 245229 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 28.00- CMVVINE#1 00000109 439240 245230 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 14.00- CMVV1NE#1 00000109 439241 245232 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 270.00- CMLIQ#3 00000109 439223 245233 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES .50- CMFREIGHT#3 00000109 439224 245233 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 9.40- CMLIQ#1 00000109 439129 245828 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 14.17- CMLIQ#1 00000109 439130 245829 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 18.50- CMWINE#1 00000109 439242 245830 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 15.50- CMWINE#1 00000109 439243 245831 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 15.50- CMWINE#1 00000109 439244 245832 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 216.00- CMLIQ#1 00000109 439131 245833 5015.6520 WINE LIQUOR#1 STOCK PURCHASES .50- CMFREIGHT#1 00000109 439132 245833 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES .50- CMWINE#1 00000109 439245 245834 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 51.74- CMLIQ#1 00000109 439153 245940 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 459.00- CMLIQ#1 00000109 439154 246125 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 458.00- CMLIQ#3 00000109 439196 246126 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 1.00- CMFREIGHT#3 00000109 439197 246126 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 96,475.90 315843 4/12/2023 145922 KLAUSLER,TIMOTHY WILLIAM 67.13 KLAUSLER MILEAGE MARCH 2023 438943 20230331 2012 6277 MILEAGE/AUTO ALLOWANCE CABLE TV JOINT POWERS 67.13 315844 4/12/2023 151278 KLINE,HARRY 36.02 KLINE MILEAGE MARCH 2023 438941 20230329 2012.6277 MILEAGE/AUTO ALLOWANCE CABLE TV JOINT POWERS R55CKR2 LOGIS101 CITY OF APPLE VALLEY 4/12/2023 9:43:58 Council Check Register by GL Page- 20 Council Check Register by Invoice&Summary 4/6/2023 - 4/14/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 315844 4/12/2023 151278 KLINE,HARRY Continued... 36.02 315845 4/12/2023 158452 KU,JUSTIN 3.00 SURCHARGE REFUND 439431 20230403 1001 4072 STATE SURTAX COLLECTED GENERAL FUND REVENUE 50 69 PARTIAL REFUND MECHANICAL 439431 20230403 1001 4060 PERMIT-BUILDING PERMIT GENERAL FUND REVENUE 63.89 PARTIAL REFUND ELECTRICAL 439431 20230403 1001.4924 ELECTRICAL PERMIT GENERAL FUND REVENUE 76.51 PARTIAL REFUND PLUMBING 439431 20230403 1001.4065 PERMIT-PLUMBING GENERAL FUND REVENUE 194.09 315846 4/12/2023 158440 LIQUID FILES PTY LTD 1,069.00 LIQUIDFILES SOFTWARE LIC 439053 230331004 1030 6249 OTHER CONTRACTUAL SERVICES INFORMATION TECHNOLOGY 1,069.00 315847 4/12/2023 101616 LMC INSURANCE TRUST 2,203.00 LMC INSURANCE 2023 439052 20230404 2012.6311 INSURANCE-PROPERTY LIABILITY CABLE TV JOINT POWERS 2,203.00 315848 4/12/2023 145997 MARINE DOCK&LIFT 486.00 COBBLESTONE DOCK SLEEVES 438931 20230328 1720.6229 GENERAL SUPPLIES PARK GROUNDS MAINTENANCE 486.00 315849 4/12/2023 146201 MCCOLLUM,MICHAEL 49.26 1/4-4/4 MILEAGE-MCCOLLUM 438996 20230404 1030.6277 MILEAGE/AUTO ALLOWANCE INFORMATION TECHNOLOGY 49.26 315850 4/12/2023 100309 MENARDS 39.75 WTP SAMPLING VALVE&CLEANER 438953 51878A 5325.6215 EQUIPMENT-PARTS WATER TREATMENT FCLTY MNTC/RPR 99.59 WTP FILTER CELL PROJECT 438956 51929 5325.6215 EQUIPMENT-PARTS WATER TREATMENT FCLTY MNTC/RPR 45.05 HARDWARE 438930 51931 1900.6229 GENERAL SUPPLIES AV COMMUNITY CENTER .19- GOLF USE TAX 438989 51976 2200.2330 DUE TO OTHER GOVERNMENT VALLEYWOOD GOLF .19 GOLF USE TAX 438989 51976 2230.6229 GENERAL SUPPLIES GOLF SHOP BUILDING MAINTENANCE 2.76 TRIM FOR MAINTENANCE BLDG 438989 51976 2230.6229 GENERAL SUPPLIES GOLF SHOP BUILDING MAINTENANCE 3.29 WATER SAMPLE SUPPLIES 438955 52020 5325 6229 GENERAL SUPPLIES WATER TREATMENT FCLTY MNTC/RPR 75.69 AIR RELIEF PARTS FOR WELLS 438955 52020 5320 6215 EQUIPMENT-PARTS WATER WELUBOOSTER STN MNT/RPR 57 96 BOOT SCRAPER FOR OUTSIDE 439011 52608 1060.6229 GENERAL SUPPLIES MUNICIPAL BLDG&GROUNDS MNTC 37.96 SHOP RECIP BLADES 438951 52779 1730.6211 SMALL TOOLS&EQUIPMENT PARK BUILDING MAINTENANCE 362.05 315851 4/12/2n'3 100693 MN FIRE SERVICE CERTIFICATION 756.00 TRAINING-FF I CERT(6) 439027 10977 1310.6275 SCHOOLS/CONFERENCES/EXP LOCAL FIRE TRAININ R55CKR2 i, J101 CITY OF AF ,LLEY 4/1 9:43:58 Council Check Register by GL Page- 21 Council Check Register by Invoice&Summary 4/6/2023 - 4/14/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 315851 4/12/2023 100693 MN FIRE SERVICE CERTIFICATION Continued... 756.00 TRAINING-FF II CERT(6) 439027 10977 1310.6275 SCHOOLS/CONFERENCES/EXP LOCAL FIRE TRAINING 1,071.00 TRAINING-HAZ MAT OPERATIONS(6) 439027 10977 1310.6275 SCHOOLS/CONFERENCES/EXP LOCAL FIRE TRAINING 2,583.00 315852 4/12/2023 155164 MN OCCUPATIONAL HEALTH 68.00 STEVE DRUG TEST 439022 422387C 5205.6235 CONSULTANT SERVICES ARENA 1 MANAGEMENT 68 00 AVCC LOU OTTO DRUG TEST 439439 422387D 1900.6235 CONSULTANT SERVICES AV COMMUNITY CENTER 136.00 315853 4/12/2023 158445 OPUS DEVELOPMENT CO,LLC 1,303.69- RETURN FIN ESCR.KARAMELLAIND 439024 20230407 4501.5078 2022131G ESCROW-PROJECT COSTS CONSTRUCTION PROJECTS REV 71.00- RETURN FIN ESCROWAV INDUST 439024 20230407 4501.5078 2021178G ESCROW-PROJECT COSTS CONSTRUCTION PROJECTS REV 2,251 85 RETURN FIN ESCROWAV INDUST 439024 20230407 4501.5078 2021178G ESCROW-PROJECT COSTS CONSTRUCTION PROJECTS REV 877.16 315854 4112/2023 100751 PHILLIPS WINE&SPIRITS INC 1,398 85 LIQ#1 00000106 439326 6563843 5015 6510 LIQUOR LIQUOR#1 STOCK PURCHASES 16.25 FREIGHT#1 00000106 439327 6563843 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 2,274.21 WINE#1 00000106 439361 6563844 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 62.92 FREIGHT#1 00000106 439362 6563844 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 28.05 LIQ#1 00000106 439328 6563845 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 1.25 FREIGHT#1 00000106 439329 6563845 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 516 00 LIQ#2 00000106 439339 6563846 5055 6510 LIQUOR LIQUOR#2 STOCK PURCHASES 7 50 FREIGHT#2 00000106 439340 6563846 5055 6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 1,590.28 WINE#2 00000106 439367 6563847 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 44.38 FREIGHT#2 00000106 439368 6563847 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 990.50 LIQ#3 00000106 439349 6563848 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 13.75 FREIGHT#3 00000106 439350 6563848 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 834.05 WINE#3 00000106 439373 6563849 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 22 50 FREIGHT#3 00000106 439374 6563849 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 80.00 LIQ#3 00000106 439351 6563850 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 1.25 FREIGHT#3 00000106 439352 6563850 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 9.74 LIQ#3 00000106 439353 6567654 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES .31 FREIGHT#3 00000106 439354 6567654 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 11.29 LIQ#1 00000106 439330 6567655 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES .31 FREIGHT#1 00000106 439331 6567655 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 5,400.21 WINE#1 00000106 439363 6567656 5015 6520 WINE LIQUOR#1 STOCK PURCHASES 87.50 FREIGHT#1 00000106 439364 6567656 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 32.00 TAX#1 00000106 439332 6567657 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 37.80 NTAX#1 00000106 439333 6567657 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 4/12/2023 9:43:58 Council Check Register by GL Page- 22 Council Check Register by Invoice&Summary 4/6/2023 -- 4/14/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 315854 4/12/2023 100751 PHILLIPS WINE 8 SPIRITS INC Continued... 2.50 FREIGHT#1 00000106 439334 6567657 5015 6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 11.29 LIQ#2 00000106 439341 6567658 5055 6510 LIQUOR LIQUOR#2 STOCK PURCHASES .31 FREIGHT#2 00000106 439342 6567658 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 384.00 LIQ#2 00000106 439343 6567659 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 5.00 FREIGHT#2 00000106 439344 6567659 5055 6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 2,824.13 1NINE#2 00000106 439369 6567660 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 51.25 FREIGHT#2 00000106 439370 6567660 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 297.30 LIQ#3 00000106 439355 6567661 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 2 50 FREIGHT#3 00000106 439356 6567661 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 6,768.69 WINE#3 00000106 439375 6567662 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 130.63 FREIGHT#3 00000106 439376 6567662 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 468.15 LIQ#1 00000106 439335 6571347 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 6.25 FREIGHT#1 00000106 439336 6571347 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 1,544.05 WINE#1 00000106 439365 6571348 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 37.50 FREIGHT#1 00000106 439366 6571348 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 26 00 LIQ#1 00000106 439337 6571349 5015 6510 LIQUOR LIQUOR#1 STOCK PURCHASES 1.25 FREIGHT#1 00000106 439338 6571349 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 463 50 LIQ#2 00000106 439345 6571350 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 7 50 FREIGHT#2 00000106 439346 6571350 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 581.45 WINE#2 00000106 439371 6571351 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 11.25 FREIGHT#2 00000106 439372 6571351 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 56.10 TAX#2 00000106 439347 6571352 5055.6540 TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 6.25 FREIGHT#2 00000106 439348 6571352 5055 6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 1,300 10 LIQ#3 00000106 439357 6571353 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 16.25 FREIGHT#3 00000106 439358 6571353 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 1,344.25 WINE#3 00000106 439377 6571354 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 28.75 FREIGHT#3 00000106 439378 6571354 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 209 40 TAX#3 00000106 439359 6571355 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 10.00 FREIGHT#3 00000106 439360 6571355 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 30,056.50 315855 4/12/2023 101500 PREMIUM WATERS INC 12 99 WINTER WATER 438920 319344807 2215.6229 GENERAL SUPPLIES GOLF CLUBHOUSE BUILDING 23.57 WINTER WATER 438918 319351722 2215 6229 GENERAL SUPPLIES GOLF CLUBHOUSE BUILDING 36 56 315856 4/12/2023 158441 QUALITY RESOURCE GROUP 51.06 EMBROIDERY-SCHENDEL 438917 2437677 1330 6281 UNIFORM/CLOTHING ALLOWANCE FIRE OPERATIONS 51 06 R55CKR2 ,101 CITY OF AF kLLEY 4/1 9 43 58 Council Check Register by GL Page- 23 Council Check Register by Invoice&Summary 4/6/2023 — 4/14/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 315857 4/12/2023 100165 RIVER COUNTRY COOPERATIVE Continued... 225.61 PROPANE 439016 183171 2230.6257 UTILITIES-PROPANE/WATER/SEWER GOLF SHOP BUILDING MAINTENANCE 225.61 315858 4/12/2023 111620 RIVERLAND COMMUNITY COLLEGE 680.00 FIRE SCHOOL DERAAS AUSTIN 439036 1134981 1310.6276 SCHOOLS/CONFERENCES/EXP OTHERFIRE TRAINING 680.00 315859 4/12/2023 102632 ROADKILL ANIMAL CONTROL 309.00 ROAD KILL DISPOSAL 438948 20230331 1610.6240 CLEANING SERVICE/GARBAGE REMOVSTREET/BOULEVARD REPAIR&MNTC 309.00 315860 4/12/2023 100829 SHAMROCK GROUP INC 164.90 CO2 438923 2873878 2270.6422 GOLF-KITCHEN SUPPLIES GOLF FOOD&BEVERAGE 164 90 315861 4/12/2023 121326 SUMMIT FIRE PROTECTION 400.50 EMERGENCY LIGHTS 439039 130073229 2215.6249 OTHER CONTRACTUAL SERVICES GOLF CLUBHOUSE BUILDING 400.50 315862 4/12/2023 154602 TENVOORDE FORD INC 45,608.88 FIRE MARSHAL VEHICLE 439063 NV23587 7405.1750.120 TRANSPOR EQUIPMNT-10 YRS VERF-FIRE BAL SHEET 45,608.88 315863 4/12/2023 101342 THOMSON REUTERS-WEST 359.68 BACKGROUND CHECKS-MARCH 438985 848095800 1215.6249 OTHER CONTRACTUAL SERVICES POLICE DETECTIVE UNIT 359.68 315864 4/12/2023 100476 TOWN&COUNTRY GLASS 505.57 REAR WINDOW REPAIR#228 439069 64543 1765.6265 REPAIRS-EQUIPMENT PARK EQUIPMENT MAINTENANCE 505.57 315865 4/12/2023 140794 UPONOR 321,212_00 MIFGRANTPROCEEDS 438962 20230407 3212.6397 DEVELOPER ASSISTANCE EDAOPERATION 321,212.00 315866 4/12/2023 152720 VERIZON 2,880 40 GPS FOR FLEET(76) 439447 362000038903 1530.6237 TELEPHONE/PAGERS FLEET&BUILDINGS-CMF 2,880.40 315867 4/12/2023 100363 XCEL ENERGY R55CKR2 LOGIS101 CITY OF APPLE VALLEY 4/12/2023 9:43:58 Council Check Register by GL Page- 24 Council Check Register by Invoice&Summary 4/6/2023 — 4/14/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 315867 4/12/2023 100363 XCEL ENERGY Continued... 82.02 SL ELECTRIC JCRR NORTH CR42 438982 5100130856011MA 5805 6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND R23 116.17 SL ELECTRIC-147TH&JCR 438981 5104562347MAR23 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 278.92 POL GUN RANGE ELECTRIC 438966 5158758142MAR23 1255.6255 UTILITIES-ELECTRIC POLICE GUN RANGE 477.11 315868 4/12/2023 110373 ZIMMERMAN,KENT 97.47 BOOTS-K ZIMMERMAN 438984 20230401 5305.6281 UNIFORM/CLOTHING ALLOWANCE WATER MGMT/REPORT/DATA ENTRY 97.48 BOOTS-K ZIMMERMAN 438984 20230401 5365 6281 UNIFORM/CLOTHING ALLOWANCE SEWER MGMT/REPORTS/DATA ENTRY 194,95 814,142.22 Grand Total Payment Instrument Totals Checks 579,235.07 A/P ACH Payment 234,907.15 Total Payments 814,142.22 R55CKS2 CITY OFAPF iLLEY 4/12. )9:44:04 Note: Payment amount may not reflect the actual amount due to data sequencing and/or data selection. Council Check Summary Page- 1 4/6/2023 - 4/14/2023 Company Amount 01000 GENERAL FUND 117,068.32 02010 CABLE TV RESERVE FUND 2,378.81 02025 ROAD ESCROW FUND 219.73 02110 CARES ACT 2020 7,526.00 02200 VALLEYWOOD GOLF FUND 20,934.11 03210 EDA OPERATIONS FUND 321,212.00 04500 CONSTRUCTION PROJECTS 877.16 05000 LIQUOR FUND 245,914.76 05200 ARENA FUND 732.30 05300 WATER&SEWER FUND 35,655.32 05500 STORM DRAINAGE UTILITY FUND 1,077.63 05600 CEMETERY FUND LEVEL PROGRAM 1,700.00 05800 STREET LIGHT UTIL FUND 13,237.20 07405 VERF-FIRE 45,608.88 Report Totals 814,142.22 (} fr('J f, d 0 '1 /3 • ••• ITEM: 5.A. ..... .... II 2023 Apple COUNCIL MEETING DATE: April 27, Va ey SECTION: Regular Agenda Description: Introduction and Oath of Office of Fire Chief Matt Nelson Staff Contact: Department/ Division: Tom Lawell, CityAdministrator Administration Department ACTION REQUESTED: It is recommended that Matthew (Matt) Nelson be appointed as Fire Chief effective May 9, 2023. The formal appointment of Chief Nelson is part of the April 27, 2023 Personnel Report. At the beginning of the regular agenda, City Clerk Pam Gackstetter will administer the Oath of Office and the badge pinning ceremony will immediately follow. SUMMARY: Matt Nelson has over 18 years of experience in the fire service and is ideally qualified to serve as our next Fire Chief. Current Fire Chief Chuck Russell has announced his retirement as Chief effective May 9, 2023. Since the first City Council meeting in May does not occur until May 11, it is recommended that we recognize Chief Russell's service to the community and formally make the introduction of Matt Nelson as Chief Russell's successor at the April 27 meeting and administer the oath of office to Chief Nelson effective May 10. BACKGROUND: Chief Nelson has over 18 years of Fire Department experience with the City of Apple Valley. He began his career as a paid-on-call firefighter in 2005. He has held a number of leadership positions within the Depaitiiient including Captain from 2008 to 2016, Assistant Chief from 2016 to 2019 and Deputy Fire Chief from 2019 to present. In his Deputy Chief role, he also has been in charge of the Fire Department's training program for all firefighters. He also has experience as a firefighter and field training officer with the South Metro Fire Department and as a paramedic with Allina Health EMS. Chief Nelson grew up in the area and is a proud graduate of Eastview High School. Please join me in recognizing the service of Chief Russell and congratulating Chief Nelson on his promotion to the position of Apple Valley Fire Chief effective May 10, 2023. BUDGET IMPACT: N/A • ITEM: 5.B. ..... :�. Apple COUNCIL MEETING DATE: April 27, 2023 Valley SECTION: Regular Agenda Description: Dicks Valley Service Staff Contact: Department/ Division: Alex Sharpe,Al CP, Planning and Economic Dev. Spec. Community Development Department Applicant: Project Number: Appro Development, Inc., & RJT Enterprises of Minnesota, PC23-04-BCS LLLP Applicant Date: 2/8/2023 60 Days: 4/9/2023 120 Days: 6/8/2023 ACTION REQUESTED: 1. Adopt resolution approving conditional use permit for outdoor storage for Dicks Valley Service on Outlot C, Apple Valley Wasatch (to be platted as Lot 1, Block 1, Dicks Valley Service). 2. Adopt resolution approving site plan/building permit authorization for a 15,488 sq. ft. mechanics garage and office. SUMMARY: An application for a conditional use permit for exterior storage and a site plan/building permit authorization has been submitted for consideration by Appro Development, Inc, applicant, and RJT Enterprises of Minnesota, LLLP, property owner. The proposed use and owner of the property is Dicks Valley Service. Dicks Valley Service, located at 6781 146th St. W. in Apple Valley is seeking to expand their current operations. Dicks has purchased the remaining Outlot C of Wasatch Apple Valley located at the northeast corner of Johnny Cake Ridge Road and Upper 147th St. W. The lot is 3.15 acres and zoned "I-1" (Limited Industrial). The applicant's narrative states that they intend to retain the existing operation in Apple Valley, and that this is an expansion of current services. The applicant, Appro Development, Inc., is applying on behalf of Dicks Valley Service. The application proposes an exterior storage yard, which is a conditional use within the limited industrial zone, and a site plan/building permit approval for a 15,488 sq. ft. auto repair garage. Conditional uses are generally permitted within the zone, but may have additional performance standards and/or requirements to mitigate potential impacts to neighboring properties and the public. The Planning Commission held the public hearing on March 1, 2023. One member of the public spoke, and a neighboring business sent an email after the hearing. Both parties stated that they are seeking to ensure adequate screening of the vehicles stored onsite is achieved. Written comments are attached to this report, and conditions have been added to ensure that no portion of vehicles stored on site can be seen from the adjacent public right-of-way. On April 5, 2023, the Planning Commission unanimously recommended approval of the CUP and Site Plan/Building Permit Authorization. The site is currently an outlot and will be required to final plat the property prior to the issuance of a building permit. BACKGROUND: Comprehensive Guiding and Zoning: The site is guided for Industrial uses, and the proposed use is consistent with the guiding of this property. The site is zoned "I-1" (Limited Industrial), which is consistent with the guiding of the property. Within City ordinance, "major automobile repair and auto body shop, outdoor storage subject to conditional use" is permitted within the zone. The code notes the outdoor storage associated with auto repair requires a conditional use permit (CUP). Site Plan: The site is 3.15 acres, but is significantly impacted by a 50' wide easement for Magellan pipelines, which bifurcate the property. Magellan has restrictions on the types of uses that may occur within their easement. Due to the shallow grade, and age of one of the pipelines, Magellan has stated that no exterior storage, structures, or landscaping may be placed within their easement area. Additionally, due to the grade of the site, all stormwater must be treated onsite rather than flowing to the public pond northeast of this site. Due to the site being within a sensitive watershed and the storage of damaged vehicles, underground stormwater treatment systems are discouraged. An existing shared access drive off of Johnny Cake Ridge Road was required when the property was platted. However, due to the pipeline previously noted, crossing the easement, even with an access drive is cost prohibitive for the applicant. The sole access drive from Upper 147th St. W is existing and meets spacing requirements. Pedestrian access to the site is shown from a sidewalk connection onto the trail along Upper 147th St. W. The City has perimeter easements along Johnny Cake Ridge Road and Upper 147th St. W. These standard 10' easements are densely packed with utilities, including fiber. Due to these utilities, staff is requiring that landscaping, fencing, and berms be installed outside of the easement. The applicant has worked with the City to remove berms from sensitive locations within the easements. Site Grading, Stormwater, and Utilities: The City Engineer's memo details additional conditions and corrections to the proposed plan. These corrections are minor and can be corrected prior to final approval of the stormwater maintenance agreement. Exterior Storage: The proposed exterior storage will include impounded vehicles, damaged vehicles from accidents, and those towed from other locations. Operations are proposed to be 24 hours a day, 7 days a week. The site plan allows for 99 vehicles up to 8' in height to be stored on-site, which has been added as a condition in the resolution. The applicant has also designated an area for larger vehicles and trailers up to 14' in height. A condition has been included which limits these vehicles to being stored in this designated area. Additionally, the resolution includes a condition which requires that all vehicles be screened from off-site view at grade. The intent of this condition is to recognize that screening the exterior storage of vehicles must be achieved at a reasonable nexus to the use in an industrial zone. Screening from the second story or rooftops of adjacent industrial users will be partial once landscaping is established. The applicant has provided cross section views from adjacent right-of- way/trails which demonstrate that an 8' vehicle will not be visible. A condition added to the resolution is that the opaque fencing be moved to the highest grade of the berm to achieve the best level of screening. Prior to City Council action, staff is seeking updated plans and cross sections so that this condition can be removed prior to recording the resolutions. Landscaping: The majority of the landscaping onsite is proposed to be utilized for screening. The applicant has worked with staff to increase species diversity, plant native species vs. cultivars, and stagger trees to allow for increased growing area for each tree. Initially this may result in larger spaces between trees, but in the long term creates better screening. A standard condition of approval is included in the resolution stating that a nursery bid list be provided at the time of building permit to ensure the 1.5% means construction cost is met. Additionally, the conditional use permit resolution includes the following condition: "Vegetation utilized in a landscape screen for exterior storage which dies shall be replaced." Lighting Plan: The applicant has submitted a photometric plan which demonstrates that the site meets all code requirements. Environmental Considerations: The applicant's landscape plan includes native plant species and plant diversity. This best practice has been developed to prevent impacts of invasive species such as the Emerald Ash Borer. The applicant has also stated that the building will utilize insulation which exceeds building code in addition to energy efficient heating and cooling and lighting requirements for a more energy efficient structure. The owners have also ensured capacity in the electrical systems to allow for EV charging station installation at a future date. BUDGET IMPACT: Park dedication for this lot was deferred until the time of development for this project. The City is seeking cash-in-lieu of land. The park dedication is based upon the parkland demand created by employees for this development. Industrial sites have been deemed to generate .1 person-resident. The parkland demand generated by this development is .014791 acres. ATTACHMENTS: Resolution Resolution Area Map Zoning Map Applicant Letter Plan Set Plan Set Exhibit Exhibit Memo Correspondence Presentation CITY OF APPLE VALLEY RESOLUTION NO. 2023- A RESOLUTION APPROVING A CONDITIONAL USE PERMIT FOR OUTDOOR OPEN STORAGE OF MOTOR VEHICLES AND TRAILERS IN "I-1" (LIMITED INDUSTRIAL)ZONE AND ATTACHING CONDITIONS THERETO WHEREAS,pursuant to Minnesota Statutes 462.357 the City of Apple Valley has adopted, as Title XV of the City Code of Ordinances, zoning regulations to control land uses throughout the City; and WHEREAS,said regulations provide that within an"I-1"(Limited Industrial)zoning district, major automobile repair and auto body shop is a permitted use and outdoor storage is subject to conditional use, subject to specific performance standards and conditions under a conditional use permit; and WHEREAS, RJT Enterprises of Minnesota, LLLP is the fee owner ("Owner") of property located at 6080— 147th Street West in the City of Apple Valley("Property"); and WHEREAS,the Property is zoned"I-1" (Limited Industrial); and WHEREAS, the property is legally described as Outlot C, Apple Valley Wasatch. To be platted as Lot 1, Block 1, Dicks Valley Service; and WHEREAS, a major automobile repair and auto body shop with outdoor open storage of motor vehicles including semis,passenger vehicles,pickup trucks,campers,semi-trailers and similar motor vehicles is proposed as a use on the Property and accordingly, the owner is requesting a Conditional Use Permit for the outdoor open storage of motor vehicles and trailers; and WHEREAS, the Apple Valley Planning Commission held a public hearing to review the Conditional Use Permit request to determine its conformance with the applicable regulations and performance standards on March 1, 2023; and WHEREAS, the Apple Valley Planning Commission recommended approval of the Conditional Use Permit request, subject to certain conditions, on April 5,2023; and NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that a Conditional Use Permit for the outdoor open storage of motor vehicles and trailers within an "I-1" (Limited Industrial) zone be approved subject to compliance with the City Code and the following conditions: 1. Approval of the conditional use permit is subject to final plat of Dicks Valley Service. 2. If the use allowed by the Conditional Use Permit is not operational or utilized within one (1) year of the date of approval, the permit shall become null and void. 3. The Owner shall record a copy of this approved Resolution,granting the CUP, with the Dakota County Recorder's Office and shall provide to the City verification of the recorded Resolution prior to issuance of any building permit. 4. The outdoor open storage vehicles shall be limited to the areas shown on sheet A1-4"Site Storage Yard Arrangement"dated 03-27-23,on file in City offices. 5. The opaque screening fence proposed shall be installed at the highest point of the berm rather than as shown on current site plans.Prior to City Council action all plans and cross sections shall be amended to reflect the correct installation location. 6. The outdoor open storage of vehicles and trailers shall be screened in conformance with the approved landscape plan,dated 03-27-23,on file in City offices, subject to the amendment noted in condition 5. 7. Vegetation utilized in a landscape screen for exterior storage which dies shall be replaced. 8. The outdoor open storage of vehicles and trailers shall be screened in conformance with the approved grading, drainage, and erosion control plan, dated 03-27-23 on file in City offices. 9. The number of vehicles or trailers with a maximum height of 8' to be stored exterior to a building shall be limited to a maximum of 99 as shown. Vehicles and trailers which exceed 8' in height but do not exceed 14' in height shall be stored in the area designated on sheet A1-4 "Site Storage Yard Arrangement"dated 03-27-23, on file in City offices hereto attached as Exhibit A. 10. All vehicles stored in exterior/outdoor areas shall be screened from off-site view at all adjacent sites at ground/grade level. This includes neighboring private properties and public right-of-way. 11. The storage of vehicles and trailers shall be restricted to paved areas on the Property as specifically identified on the site plan attached hereto as Exhibit A. 12. The storage of vehicles on the Property shall be managed to ensure emergency vehicle circulation around the building and exterior storage area at all times. 13. No pallets, packaging, vehicle parts, refuse or debris may be stored outside or on any open trailers or beds of motor vehicles. 14. All drive aisles shall be kept clear and passable by emergency vehicles as shown on Exhibit A. 15. The site shall be maintained in an orderly manner. 2 16. Subject to all conditions noted in the Fire Marshal's memo dated 4-18-23 on file in City offices. 17. The Conditional Use Permit may be revoked for cause if the terms of (2) through(16)preceding are not adhered to. ADOPTED this 27th day of April, 2023. Clint Hooppaw,Mayor ATTEST: Pamela J. Gackstetter, City Clerk CERTIFICATE I, Pamela Gackstetter, Apple Valley City Clerk, hereby certify that the forgoing is a true and correct copy of a resolution adopted by the City Council on , 20 , the original of which is in my possession, dated this day of , 20_ Pamela J. Gackstetter, City Clerk 3 Ems« PH]ro9E06FENLE-__ LINE CF 5E3H' __________________ 222 __vNre m L mo ENNe`--1 -- -�i-� - - - \ we � .m c..vxmod.. . r, - -.Ex.A ,a EN oNON.N,. sI: iz:: j .1.11;Iiir SHAXIEDAR.N31.1E.FEA N :�- IFI • Fr IACELLANESSLIE ril Jddd r �'� 1' .#•C x; Q I r � ! :: O! t( . . c %%__ r - -� ..e>�`e^ F .1MY� :'�:, we ti ..I. '• '� .N. - :E : :E�.F'T.FE: :� 77, w I� K.K� �'r L i _. rT1ic 2. 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ARRANGEMENT Oi MS UPPER 147fH S MS ,C ,_, M4CEANNONABEIR �� EEO -4 g CITY OF APPLE VALLEY RESOLUTION NO. 2023- A RESOLUTION AUTHORIZING ISSUANCE OF A BUILDING PERMIT FOR RJT ENTERPRISES OF MINNESOTA LLLP TO CONSTRUCT A OUTDOOR STORAGE AND MAJOR AUTO REPAIR GARAGE BUILDING AND ATTACHING CONDITIONS THERETO WHEREAS,pursuant to Minnesota Statutes 462.357 the City of Apple Valley has adopted, as Title XV of the City Code of Ordinances, zoning regulations to control land uses throughout the City; and WHEREAS, said regulations provide that issuance of a building permit for commercial, industrial, and multiple residential uses require the specific review and approval of development plans by the Apple Valley Planning Commission and City Council; and WHEREAS,the project is legally described as Outlot C,Apple Valley Wasatch. To be platted as Lot 1, Block 1, Dicks Valley Service; and WHEREAS, approval of such a building permit issuance has been requested for the above referenced project; and WHEREAS,the Apple Valley Planning Commission has reviewed the development plans and made a recommendation as to their approval at a public meeting held on April 5,2023. NOW, THEREFORE,BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County,Minnesota,that the issuance of a building permit for a 15,488 sq. ft. storage and major auto repair garage for Dicks Valley Service is hereby authorized, subject to all applicable City Codes and standards, and the following conditions: 1. Construction shall occur in conformance with the site plan dated 03-27-2023, on file with the City, including parking lot paving and a non-surmountable concrete curb and gutter. 2. Construction shall occur in conformance with the landscape plan dated 03-27-2023, on file with the City, (including sodded/seeded public boulevard area up to each street curbline); subject to submission of a detailed landscape planting price list for verification of the City's 1.5% landscaping requirement at the time of building permit application. 3. Construction shall occur in conformance with the civil site and utility plan dated 03-27- 2023, on file with the City. 4. Construction shall occur in conformance with the elevation plan dated 03-27-2023, on file with the City. 5. Landscaping shall be installed in conformance with the landscape plan dated 03-27-2023, on file with the City. 6. A bike rack shall be installed in close proximity to the primary entrance which does not impede pedestrian flow of the proposed sidewalks. 7. Subject to all conditions noted in the City Engineer's memo 03-31-2023. 8. Site lighting shall be installed in conformance with the photometric plan dated 01-27- 2023, on file with the City. 9. Park dedication for this lot was deferred until the time of development for this project. The City is seeking cash-in-lieu of land. The park dedication is based upon the parkland demand created by employees for this development. Industrial sites have been deemed to generate .1 person-resident. The parkland demand generated by this development is .014791 acres. Cash in lieu of land shall be paid prior to the release of the final plat for recording. 10. The property owner shall execute a maintenance agreement or other suitable agreement to be filed with the deed that ensures the perpetual maintenance of all onsite stormwater areas. 11. Trash enclosures shall be screened in conformance with City Code. 12. All necessary mechanical protrusions visible to the exterior shall be screened or handled in accordance with Section 155.346 (3) (a) (b) of the City Code. 13. Issuance of a Building Permit and a final certificate of occupancy is contingent upon the project being constructed in conformance with all the preceding conditions as well as all applicable performance standards of the current zoning regulations. In the event that a certificate of occupancy is requested prior to completion of all required site improvements, a suitable financial guarantee in the amount of 125% of the estimated cost of the unfinished improvements shall be required along with an agreement authorizing the City or its agents to enter the premises and complete the required improvements if they are not completed by a reasonably stipulated deadline, with the cost of such City completion to be charged against the financial guarantee. 14. A separate application and signage plan in conformance with the sign regulations must be submitted to the City for review and approval prior to the erection of any signs. 15. Construction and earthmoving activities shall be limited to the hours of 7:00 a.m. to 7:00 p.m. Monday through Friday. Weekend construction hours shall be limited to the hours of 8:00 a.m. to 5:00 p.m. 16. The ongoing use and occupancy of the premises is predicated on the ongoing maintenance of the structure and all required site improvements as listed in the preceding. No alteration, removal, or change to the preceding building plans or required site improvements shall occur without the express authorization of the City. Site 2 improvements which have deteriorated due to age or wear shall be repaired or replaced in a timely fashion. 17. Notwithstanding Chapter 153 of the Apple Valley Code of Ordinances, a permit may be issued prior to the platting of the land provided that the land must be platted prior to occupancy. BE IT FURTHER RESOLVED that such issuance is subject to a finding of compliance of the construction plans with the Minnesota State Building Code, as determined by the Apple Valley Building Official, and with the Minnesota State Uniform Fire Code, as determined by the Apple Valley Fire Marshal. ADOPTED this 27th day of April,2023. Clint Hooppaw,Mayor ATTEST: Pamela J. Gackstetter, City Clerk 3 r -.�sr• 9 A�. F. : _ - .---.A.s,er - VHF'. . a. iy.r-. ill MI a ' Iiii SI I SITE .� �` W a N �". ': 0 i , r f� 4' z z + - fI x 1, :I, r . r I 6 I 41 li--i► w , — 147TH Sir w I - ' 147TiH _ __s t` - . 4 ‘k Ask a,h P.V► ►1r 't i4 3 --.,4,-440.17,-,fc,...,-- - . -. -L! N • c, _ !- i A '-,i r ,- r- r r, t r'r"- r r r- r 1`'. trj Aiiiikk, r_rl r- �.� t"".. .I r i. r r r t• n � r ... -4 eau 1 . r e r _ _ ' it :.: _. 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I-1 Z w w a o a149TH ST W 'N'7"--- w \ 749Tti ST w A BP Dicks Valley Service N Proposed Garage & �� ',►.��= , Exterior Storage CUP ` O�_ 'r i17_r�yl'`�''' ~��.f�� Zoned "I_� .. . ;.1�� '7i Ir L:.�1-"�u A lb t I 7, Q'i ••• ■ ■ ■ �I1 7H 1�-■a'IriLil - J��L- L.C. ••••• Limited Industrial �A 4,� ,�,,,71 Apple0 200 400 Feet lirep , ARM�„�■. rN Valley APPRO DEVELOPMENT rl--gn f build 1 dever February 9, 2023 Project Narrative For: Proposed New Development at Johnny Cake Ridge Road and 147th Street West ' Property Owner: ./ RJT Enterprises of MN LLLP 6781 146th Street Apple Valley, MN 55124 Applicant: APPRO Development 21476 Grenada Avenue Lakeville, MN 55044 RJT Enterprises of MN, real estate holding company for Dick's Valley Towing, intends to increase their business operations in Apple Valley. The additional location within the city of Apple Valley is due to growth of the Dick's Valley Service business. Current operations, vehicle repair, for Dick's would remain at 146th Street with the towing business and vehicle storage yard moving to this new location. We understand that a Conditional Use Permit is required for the , business as outdoor storage of vehicles is required for the business operations. The proposed development would include a new building for storage of trucks related to the towing business and an outdoor storage yard for towed vehicles (including impounded vehicles). The business would include daily operations of the tow trucks coming and going, towed vehicles being brought in and removed. Customers coming to the site to recover vehicles. Towing operations would be 24 hours a day 7 days a week to be able to respond to police department • requests, emergency towing situations (accidents, snow) and normal towing operations. The outdoor storage area would be fully fenced and screened via evergreen trees on the sides facing the streets. The storage yard would also be paved. As a long standing business, Dick's Valley Towing looks forward to continuing to serve Apple Valley and the surrounding communities while keeping their operations in Apple Valley. The building would alleviate congestion at the current facility where several aspects of the business take place. This also allows for the company trucks to be stored inside a building. The industrial lot location within Apple Valley of this project is attractive to the business due to its central location within the community. If you have questions or need assistance please contact me at 952-469-2171. 952.469.2171 I office@approdevelopment.com I www.approdevelopment.com I 21476 Grenada Avenue, Lakeville, MN 55044 IMAGE LOCATION MAP (NOT TO SCALE) A p p Ro TRUCK STORAGE cc PROJECT AREA DEVELOPMENT w Q�� r i. 1 y \- 1 ! 1 1/'4 CammulnVty ��t,S1�11 I build ti dc�cloP ��I I I —W,1111''1��11�1�-�---- Chureh � The Sprin i Apple Valley Y l Apple Valley Apple Valley Bus.Campus fI Q Cubesmart Self r'I i + �"' 21476 GRENADA AVENUE Business V Storage e Eureka LoutCampusl ApPleValley g ..,�, i; i, ,. LAKEVILLE, MN 55044 Bus.Campus II Ahdailah z s _ li ��.Chocolate z •eliahleMini - PH: 952-469-2171 2 storage ] s FAX: 952-469-2173 11111Artiii 1 GARAGE / YARD e springs❑f Q r,u+ Eve, ,./ . pple valley Apple Valley Apple Valley ,�, '�/ > 9:P5 `� EMAIL: office@approdevelopment.com [ampus3 8usdnessCamp a 147TH ST. WEST �P "� Copyright©by APPRO Development. 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FIRE EXTINGUISHER PART. PARTITION WDW. WINDOW NAME - TYPE # NUMBER, POUNDS FLR. FLOOR PL. PLATE W/ WITH DRAWING W1 NUMBER PL PLATE F.D. FLOOR DRAIN P.LAM. PLASTIC LAMINATE W/O WITHOUT NUMBER PRELIMINARY ± PLUS OR MINUS FLUOR. FLUORESCENT PLYWD. PLYWOOD WD. WOOD NOT FOR CONSTRUCTION FTG. FOOTING PVC. POLYVINYL CHLORIDE >2 NAME A.F.F. ABOVE FINISHED FLOOR ACOUSTICAL CEILING TILE G.P.M. I.V. POST INDICATOR VALVE A2-1 SCAL : 1/8"= 1'-0" ACT. . GALLONS PER MINUTE P.R.V. POWER ROOF VENTILATOR SHEET WALL SYMBOLS ❑ NUMBER ❑ [110 ADDL. ADDITIONAL GAL. GALLONS P/CPRECAST DRAWING ADJ. ADJUSTABLE GALV. GALVANIZED PROP. PROPERTY SCALE NEW AGG. AGGREGATE GA. GAUGE, GAGE Z PROPERTY LINE ® DOOR i -� A/C AIR CONDITIONING G.C. GENERAL CONTRACTOR QT. QUARRY TILE TRUE NORTH EXISTING SPECIFICATION,ON CERTIFY OR R PORT WAS SRE IFICA A.H.U. ALT. AIR HANDLING UNIT ALTERNATE GL. BLK. GL. GLASS BLOCK GLASS R. RADIUS SPEC ARROW DOOR ARED BY ME OR UNDER WAS Y __—_-- ALUM. ALUMINUM G.M.U. GLAZED MASONRY UNIT REF. REFERENCE PLUMBING FIXTURE DIRECT SUPREVISION AND THAT I 1E------_ A.B. ANCHOR BOLT GLAZ. GLAZING REFR. REFRIGERATOR I SYMBOLS AM A DULY REGISTERED ANOD. ANODIZED G.F.I. GROUND FAULT INTERRUPTER REINF. REINFORCED STANDARD ARCHITECT UNDER THE LAWS OF — APPROX. APPROXIMATELY GYP. BD. (GYB)GYPSUM BOARD READ. REQUIRED PROJECT NORTH WATER THE STATE OF MINNESOTA. ARROW I 1 CLOSET T R.A. RETURN AIR ARCH. ARCHITECURAL) HANDICAP(PED) �\HC. AUTO. AUTOMATIC____ REV. REVERSED - --- — - — — HDWE. HARDWAREI WALL-HUNG ------------------- _ - - R.P.M. REVOLUTIONS PER MINUTE ROBERT W. READY ----_ BSMT. BASEMENT HDR. HEADER 0 WATER R.H. RIGHT HAND AIA, CSI, LEED AP BEAM H.V.A.C. HEATING, VENTING, CLOSET BM. R.O.W. RIGHT OF WAY COLUMN LINE GRID & REGISTRATION NUMBER: 11383 �� BM. BRG. BEAM BEARING HT. AIR CONDITIONING 03/27/23 _ -_ __- _ - - _ HEIGHT R.D. ROOF DRAIN NUMBERS --- a� BRG. BEARING H.M. URINAL HOLLOW METAL RM. ROOM NEW Q HYD. HYDRANT R.I. ROUGH IN COLUMN No. Description Date --_ - BIT. BITUMINOUS NUMBERR.O. ROUGH OPENING _ BLK. BLOCK I.L.O. IN LIEU OF LAVATORY IN. INCHES RB RUBBER BASE 12 EXISTING Mi BLKG. BLOCKING RT RUBBER TILE \ COLUMN BD. BOARD INCL. INCLUDED \I NUMBER BLDG. BUILDING INSUL. INSULATED LAVATORY IN PROJECT TEAM DRAWING INDEX B.U.R. BUILT-UP ROOF INC. INTERIOR SAN. SANITARY COUNTER IBC INTERNATIONAL BUILDING CODE SCH. SCHEDULE CAB. CABINET INV. INVERT SLNT. SEALANT CUSTODIAL CENTERLINE SINK/MOP I.M.P. INSULATED METAL PANEL SHT. SHEET SECTION ARCHITECT: DRAWING INDEX CPT. CARPET SHWR. SHOWER TARGET RECEPTOR ROBERT W READY, AIA C.I.P. CAST IRON PIPE SIM. SIMILAR SECTION APPRO DEVELOPMENT, INC Sheet C.B. CATCH BASIN JAN. JANITOR NUMBER WALL S.C. SOLID CORE JT. JOINT SHEET TARGET 21476 GRENADA AVENUE Number Sheet Name CLG. CEILING SPEC. SPECIFICATION/SPECIFIED LAKEVILLE, MN 55044 JST. BRG. JOIST BEARING NUMBER C.T. CERAMIC TILE SQ. SQUARE PHONE #952-469-2171 A-General CLR. CLEAR K. KIPS S.F. SQUARE FEET WALL TYPE COL. COLUMN S.Y. SQUARE YARD A0-1 COVER SHEET KIT. KITCHEN S.S. STAINLESS STEEL DETAIL CIVIL ENGINEER: COLS. COLUMNS K.O. KNOCK OUT TARGETS NICHOLAS ADAM B-CIVil CONC. CONCRETE STD. STANDARD SECTION Al-4 SITE STORAGE YARD ARRANGEMENT C.M.U. CONCRETE MASONRY UNIT LAB. LABORATORY STL. STEEL NUMBER TOILET ACCESSORIES RENDER & ASSOCIATES, INC STL. JST. STEEL JOIST 3440 FEDERAL DRIVE, SUITE 110 Cl GRADING AND DRAINAGE PLAN CONF. CONFERENCE LAM. LAMINATE SHEET TARGET ...LVL LAMINATED VENEER LUMBER STN STONE CONST. CONSTRUCTION NUMBER ACCESSORY EAGAN, MN 55122 C2 SITE DETAILS CONST. JT. CONSTRUCTION JOINT LAV. LAVATORY STRM. STORM NUMBER PHONE #651-452-5051 CONT. CONTINUOUS SW. SWITCH ELEVATION (CORRESPONDS W/ C3 SWPPP PLAN L.H. LEFT HAND CONTRACTOR: C-Architectural CONTR.C.J. CCONTRACTOR ONTROLJO JOINT L.F. LINEAL FEET SYMB. SYMBOL TARGETS ELEVATION KEYNOTE NUMBER IN SPECIFICATIONS) NEW TRUCK APPRO DEVELOPMENT Al 1 SITE PLAN COORD. COORDINATION LL. LIVE LOAD LOC. LOCATION TERZ TERRAZZO NUMBERS TARGET STORAGE 21476 GRENADA AVENUE Al-2 LANDSCAPE PLAN C.F. CUBIC FEET LB. POUND T. TREAD SHEET KEYNOTE BUILDING LAKEVILLE, MN 55044 C.F.M. CUBIC FEET PER MINUTE LBS. POUNDS T.O.C. TOP OF CONCRETE NUMBER NUMBER 952-469-2171 Al-3 SITE DETAILS C.Y. CUBIC YARD T.O.F. TOP OF FOOTING ( office@a rodevelo ment.com A2-1 MAIN LEVEL FLOOR PLAN M.H. MANHOLE T.O.M. TOP OF MASONRY pp l A3-1 EXTERIOR ELEVATIONS T.O.S. TOP OF STEEL TARGET ELEVATION DEMO. DEMOLITION/DEMOLISH MFR. MANUFACTURER I TARGET MFG. MANUFACTURING T.O.W. TOP OF WALL PM-1 PHOTOMETRIC PLAN DIA. DIAMETER ELEVATION ELEVATION MAS. MASONRY T&G TONGUE AND GROOVE NUMBERS DISP. DISPENSER M.O. MASONRY OPENING TEL TELEPHONE / TARGET DN. DOWN MAIL. MATERIAL TEMP. TEMPERED ' - BUILDING DS. DOWNSPOUT MAX. MAXIMUM TOPO. TOPOGRAPHY SHEET DATUM APPLE VALLEY, MN 55124 CODESUMMARY DWG. DRAWING MECH. MECHANICAL TYP. TYPICAL NUMBER REVISION ELEVATION D.F. DRINKING FOUNTAIN MTL. METAL T.B.D. TO BE DETERMINED TARGET E.W. EACH WAY MEZZ. MEZZANINE UG. UNDERGROUND 3'., REVISION COVER SHEET NUMBER ESMT. EASEMENT MIN. MINIMUM UNFIN. UNFINISHED ROOM & ROOM NUMBER E.W.C. ELECTRIC WATER COOLER MISC. MISCELLANEOUS U.B.C. UNIFORM BUILDING CODE TARGET AREA OF ELEC. ELECTRIC MTD. MOUNTED U.H. UNIT HEATER REVISION EL. ELEVATION U.N.O. UNLESS NOTED OTHERWISE OFFICE~ ROOM NAME CLOUDED ELEV. ELEVATOR NOM. NOMINAL 101 ROOM NUMBER EMER. EMERGENCY N.I.C. NOT IN CONTRACT V.B. VAPOR BARRIER Project number 22-01-0024 N.T.S. NOT TO SCALE V.T.R. VENT THROUGH ROOF EQ. EQUAL HANDICAPPED ACCESSIBILITY Date 03/27/23 N.A. NOT APPLICABLE VERT. VERTICAL EQUIP. EQUIPMENT DOOR SYMBOL E.F. EXHAUST FAN VEST. VESTIBULE TARGET DOOR Drawn by HMO EXIST./EXST EXISTING O.C. ON CENTER VL.B. VINYL BASE ( NUMBERb. Checked by RWR OPNG. OPENING EXP. EXPANSION V.C.T. VINYL COMPOSITION TILE co EXT. EXTERIOR o O.A. OUTSIDE AIR VS VINYL SHEET o O.D. OUTSIDE DIAMETER VSTR. VINYL STAIR TREAD, RISER tbOH. OVERHEAD Ao _ CO V.W.C. VINYL WALL COVERING N OHD. OVERHEAD DOOR V. VOLTS c) N Scale As indicated N co SITE INFORMATION: TOTAL LOT AREA: EXTERIOR FINISHES: ZONING ORDINANCE USED: APPRO 3.15 ACRES, 137,057 SF 100% NON- COMBUSTIBLE, NON-DEGRADABLE AND CITY OF APPLE VALLEY ZONING: MAINTENANCE-FREE CONSTRUCTION MATERIALS (SUCH AS FACE CODE OF ORDINANCES- I-1 LIMITED INDUSTRIAL DISTRICT BRICK, NATURAL STONE OR DECORATIVE CONCRETE BLOCK BUT ON-LINE DEVELOPMENT EXCLUDING CONSTRUCTION MATERIALS AS SHEET OR DATE: 11-02-2022 des• BUILDING SETBACKS: CORRUGATED ALUMINUM, IRON, PLAIN OR PAINTED PLAIN •1 n I build ti dc•`eloP FRONT: 30 FEET MINIMUM CONCRETE BLOCK OR SIMILAR) SIDE: 10 FEET MINIMUM REAR: 20 FEET MINIMUM PARKING SUMMARY: 21476 GRENADA AVENUE NEW BUILDING AS AUTO REPAIR - REQUIRED SPACES ARE 10 FOR LAKEVILLE, MN 55044 PARKING SETBACKS: CUSTOMER PARKING + 1 SPACE FOR EVERY 800 SF OVER 1,000 SF PH: 952-469-2171 20' FROM ANY PUBLIC OR PRIVATE ROAD. 5' FROM REAR OR SIDE INTERIOR OF BUILDING AREA, AND 1 SPACE FOR EVERY 2 EMPLOYEES FAX: 952-469-2173 PROPERTY LINE 15,488 SF - 1,000 SF, 14,488/800 = 18 SPACES EMAIL: office@approdevelopment.com 12 EMPLOYES/2 = 6 SPACES SITE CONSTRAINTS: CUSTOMER PARKING = 10 SPACES Copyright©by APPRO Development. Inc MAXIMUM IMPERVIOUS SURFACE LOT COVERAGE = N/A 18 SPACES + 6 SPACES + 10 SPACES =34 REQUIRED PARKING PROPOSED BUILDING SIZE: SPACES PROPOSED NEW BUILDING: 15,488 S.F. TOTAL AMOUNT OF REQUIRED PARKING = 34 SPACES PARKING REQUIREMENTS: AMOUNT OF PARKING SHOWN ONSITE = 34 ACTUAL SPACES / (1 ACCESSIBLE) REQUIRED PARKING STALL SIZE: 90 DEGREES, 9'-0"x 20'-0" (WITH 1 1/2' CURB �/ G OVERHANG ALLOWED, 24'-0"AISLE) WARNING HIGH-PRESSURE PIPELINE(S) / 5 ! / Excavation and/or Construction Prohibited A1- / G Without compliance with State One-Call,AND \N A-1-° / G j Without Written Permission From �• MAGELLAN PIPELINE COMPANY, L.P. PROPER" Fer i G, G /G'�_a /////// PROPERTY LINE: 352' 0" +/ / G011ik, EPSEMO 1 Gam/ �C'/ P\PEA\NE x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x at / iG 'X.,- X X X X X- X — X; _____________,-_---G--- G o G - SHARED 46.00 / 0,. G----- / NEIGHBORING PROPERTY FENCE G / G/ / DRIVES j� / x Gi/ G LINE OF EASEMENT / ��. TURF / �G G i 12" MAGELLAN PIPELINE 6' 0" HIGH CHAIN LINK FENCE ,� ' 6' HIGH OPAQUE / G G G _ ��4 FENCE 10" MAGELLAN PIPELINE - G/ / , ❖ : 11 STORMWATER BASIN AREA > • TURF ��.00i••••et>S 0 �G G / / \ / / ��lall�t•�•�•�•�•�:6 000 11 G •�••••••••••••••••••••••• ••.. G' - • • / / X� .Ali ltio ❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:•11 X / G / j i� i • • • • • • • • • • • • • • • • • • • • • • • • • • EXISTING GAS LINES (3) / X/ ist rn •-: •::•::❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖11' �� • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1 / G MEND G b❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖ii / E ,S X • • • • • • • • • • • • • • • •�•�•�•�•�•�•�•�•�•�•�•�•�•�•�11 PRELIMINARY \NE G ��•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••4k G P\PE X� •�•�•�•�•�•�•�•�•�•�•�•�•••�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•il NOT FOR CONSTRUCTION / G' G 1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1 41••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• / G /X ��❖:❖:❖:❖:❖:❖••❖••❖••❖••❖••❖••❖:❖M.1I ' G G / 8 s: : : : : : : : : : : : : : : : : : : : : : : : : : : : ii : : : : : : : : : : : : : : : : : : : : : : : : : : : : : X G G/ 6L �O••••••••••••••••••.••••••••••••••••••••••••••••••••••••1I / AUTO PARKING I❖•❖•❖•❖•❖•❖•❖•❖•❖•❖:❖•❖:❖•❖ii Q / G G / ••••••••••••••••••••••••••••••••••••••••••••••••••••0•011 // / G _________:1____ ♦� 6' 0" HIGH OPAQUE FENCE ��❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:•11 I HEREBY CERTIFY THIS PLAN, O / G G G / t❖•❖•❖•❖•❖•❖•❖•❖•❖•❖•❖•❖•❖• 0 � • • • • • • • • • • • • • • • • • • • • • • • • • • + SPECIFICATION, OR REPORT WAS �Y � e::••••••••••••••••••••••••••••••••••••••••••••••••/� PREPARED BY M E O R UNDER M Y CC /G/ / 11:• •❖:• •❖:• •❖:• •❖:• •❖:•❖:❖:❖:❖:❖:❖:❖:❖i , DIRECT S U P R E V IS I O N A N D T HAT _X G / n••••••••••••••••••••••••••••••••••••••••••••••••••••-1 G 11• • • • • • • • • • • •�•�•�•�•�•�•�•�•�•�•�•�•�•�•�11 o AM A DULY REGISTERED W �G G / ° �•�•�•�•�•�•�•�•�•�•�•�•�•�•�1� w ARCHITECT UNDER THE LAWS O F 'R G / o p••••••••••••••••••••••••••••••••••••••••••••••••••••11, THE STATE OF M I N N E SOTA. v �� G �N C G / CONCRETE APRON AND D •❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖i G' G \NEPS�M / ,r, n • • • • • • • • • • • • • • • • • • • • • • • • • • � STOOPS n••••••••••••••••••••••••••••••••••••••••••••••••••••i� G G / AUTO PARKING i►:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖ii 0 ROBERT W. READY G / 1-==========• • • • • • • • • • • • • • •:❖:❖:❖il AIA, CSI, LEED AP G G w � X G O 1 • • • • • PROPOSED • • • • . . , / / w 1►�•�•�•�•:•: �•:•�•�•�•�•�1 a REGISTRATION NUMBER: 11383 / ~ Q i• •�• • •�• •�•�•�•�•�•�11 03/27/23 + G w 1►:❖:❖:❖: BUILDING ❖:❖:❖:❖;1 Q c / 5 o O cc 6 ` i%: :�•:�: :�:• •••••••�•�•••••i < No. Description Date G / - X BITUMINOUS PAVING I ►•••••••••••• ••••••••••••••1•1N -- G h 20'-0" / w BASE BID :❖:❖:❖ :�:�:�:�:�:�:�i ► • • • • • • 15488S F U G Eiji') 1. / w _ 11•••••••••••• 7 ••••••••••••••1� z / D••••••••••••••••••❖••❖••❖••❖•❖•❖•••::::::::::::::11 i X N STORAGE RAG E AREA EA IVE AISLE O 11:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖il z o / 11• ••••••••••••�•�•�•�•�•�•� 00k z °C 0 11:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖ii Xx 1►:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖-00.-0 6' HIGH OPAQUE FENCE _ 6- AREA K MANEUVERING o ;-===================================================„ O STORAGE LOT cc D_ X I 11••❖••❖••❖••❖••❖••❖••❖••❖••❖••❖••❖••❖:❖O 11••••••••••••••••••••••••••••••••••••••••••••••••••••O X CONC CURB AND GUTTE- 11•1•••••••••••••••:•••••••••••:••••••••••:•••••••••••••••••••••••••••••••••4 291'-0" 110'-7„ 11-•=•=•=•=•=•=•=•S •=•=80'-0" -❖:❖:❖:❖:❖:•-1 15'-0„ 11••••••••••••••••••••••••••••••••••••••••••••••••••••i� I Pr . U R ° ii❖:❖:❖:❖:❖:❖:❖:❖:❖:❖•❖:❖•❖:/1 j n:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖ii n • • • • • • • • • • • • • • • • • • • • • • • • • • * • • • • • • • • • • • • • • • • • • • • • • • • • • • !►••••••••••••••••••••••••••••••••••••••••••••••••• 001 BITUMINOUS PAVING BASE BID ii❖:•_:❖:❖:•:._:❖:❖:•_:0_:❖:❖:.:❖:❖:•_24$ 1cC4M » ? ! C » 1cAL K AL » M,M 1 X .141 STRIPED Ii• •:::::::::::::.:::::::::::::::::::::::::::::::::::1I ACCESS AISLE 11••••••••••••••••••••••••••••••••••••••••••••••••••••11 X 11•••••••••000 •••••••••••••••••••••••••••••1, 1► • • • • • • • �F•IC• • • • • • • • • • • • • • • •� 11:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖/1 4 �E4 •••••• ••• ••• •••••••••••• •:•:••••?4.2.241 NEW TRUCK CONC CURB AND GUTTER :Iiiiii °p - <a STORAGE / // Eo ; , I . GAS METER6 0 IXGH OP�QUE FENCE X X X X X; SEE LANDSCAPE PLAN FOR BUILDING re/j :X X X X a FOUNDATION PLANTINGS TURF r5 1160 L < LANDSCAPE SCREENING AREA > 5'-0"W. SIDEWALK CONNECTING FRONT ENTRY_ II 17 0 ` MT TURF TO CITY TRAIL ADJACENT TO 147TH tif �1 , UTILITY TRANSFORMER o Ai / �� n XXXX 147TH ST WEST, APPLE VALLEY MN 124 / PROPERTY/R.O.W. LINE: 1 ' 55 / 5 8 +/ /moo,, 03"Ginko ® EXISTING DRIVE ENTRANCE inimmm=mom, / / / i 4"Oak 5„Tree0 SITE PLAN / / _ 4"Linden 0 EXIST WALKING PATH of EXISTINGWALKING PATH G F EXIST. ROADWAY F EXIST ROADWAY EDGE O S O Y EDGE O S O Project number - 22- 1 24 UPPER 147T STREET WEST 1 0 00 H E ET U S S D ate A / 27 2 ////////////////%/////////////%/////%//////////////DO%//////////%//////////%O///////%D////////O//////////%//////////%///%%//////////O///////%/////////////////��///O//////////%///////%//%///%////////%/O�%///////////� j 03/ / 3 Drawn by DRS NORTH Checked by RWR rn Lo 1 SITE PLAN Al - 1 co A1-1 1" = 20'-0" 20' 10' 0' 20' N 0 Scale As indicated N• N PLANT MATERIAL LEGEND LANDSCAPE NOTES: SYM. QUANTITY COMMON NAME BOTANICAL NAME SIZE/ROOT REMARKS 1. SEED MIX"A" SHALL BE - MN DOT#25-141 (COMMERCIAL TURF GRASS MIX FOR ALL 8. FINELY SHREDDED HARDWOOD MULCH SHALL BE INSTALLED UNDER ALL TREES A P P R 0 DISTURBED AREAS THAT ARE NOT SPECIFICALLY MARKED). SEED MIX"B" SHALL BE - AND SHRUBS THAT ARE NOT PART OF A GENERAL PLANTING BED. MN DOT#35-241 (LOW MAINTENANCE). SEE MIX"C" SHALL BE - MN DOT 33-261 A 4 SKYLINE HONEYLOCUST GLEDITSIA TRIACANTHOS VAR. INERMIS 2" DIA. BALLED AND BURLAPPED (STORM WATER BASIN MIX). PLACE SEED AT A RATE RECOMMENDED IN THE MNDOT 9. PLANTS TO BE MAINTAINED BY LANDSCAPE CONTRACTOR WITH MANUAL DEVELOPMENT SEEDING MANUAL WITH 10-10-10 NPK FERTILIZER (200LB/ACRE) ALONG WITH MN DOT WATERING OR WATER TRUCK UNTIL OWNER OCCUPIES THE EXPANSION. B 3 AUTUMN GOLD GINKO GINKGO BILOBA'AUTUMN GOLD' 2" DIA. BALLED AND BURLAPPED 6 FOOT HIGH OPAQUE FENCE, WHITE OR ALMOND, MATERIAL TO BE PVC TYPE1 MULCH AT A RATE OF 2 TONS PER ACRE. design r had ti de•'eleP 10. UNDERGROUND UTILITIES TO BE LOCATED, BY THE CONTRACTOR PERFORMING C 5 KENTUCKY COFFEE TREE GYMNOCLADUS DIOICUS 2" DIA. BALLED AND BURLAPPED NATIVE VARIETY TO BE USEDLir , ,/r/ - :�_ '''' 2. SEED ALL OTHER AREAS THAT ARE DISTURBED DURING CONSTRUCTION WITH THE WORK, PRIOR TO ANY EXCAVATION. �- SEED MIX "A" rr 21476 GRENADA AVENUE D 2 SWAMP WHITE OAK QUERCUS BICOLOR 2 DIA. BALLED AND BURLAPPED NATIVE VARIETY TO BE USED f: •. .<: •*�' * . d 11. LANDSCAPE CONTRACTOR TO DO STAKING AS REQUIRED FOR PLANTINGS. �"' , ._ -k:' 4. •' ' - 3. PROVIDE CLEAN STRAW FREE OF WEED SEEDS FOR MULCH OVER THE SEEDED LAKEVILLE, MN 55044 yti. ` y- fT• � . ... ; o- PH: 952 469 21 71 E 1 SUMMER WINE NINEBARK PHYSOCARPUS OPULIFOLIUS 'SEWARD' #10 CONTAINER - -'•' , - , • _ AREAS OR APPLY SEED VIA HYDROSEEDING METHOD. 12. LANDSCAPE CONTRACTOR TO STRIP TOPSOIL FROM MAINTENANCE EDGER. - - •� •" MULCH TO BE PLACED AND COMPACTED AS REQUIRED. FAX 952 469 21 73 ' '' EMAIL: office@a rodevelo ment.com F 18 STELLA DE ORO DAYLILY HEMEROCALLIS'STELLA' #1 CONTAINER :.• 4. WOOD FIBER BLANKET TO BE PROVIDED AT ALL SEEDED AREAS ON ANY SLOPE pp p I 3:1 OR GREATER. Copyright©by APPRO Development. Inc G 6 GRASS KARL'FOERSTER' CALAMAGROSTIS X ACUTIFLORA'KARL FOERSTER' #2 CONTAINER f 5. ROCK MULCH TO BE 1 1/2" RIVER ROCK- VERIFY PRIOR TO PLACEMENT- ROCK H 4 BUSH HONEY SUCKLE DIERVILLA IONICERA #3 CONTAINER NATIVE VARIETY TO BE USED ;:: MULCH TO BE USED AT GENERAL PLANT BEDS (3" 4" DEEP). J 4 GOLDFLAME SPIREA SPIREA X BUMALDA'GOLDFLAME' #5 CONTAINER _. 6. SHRUB BEDS TO HAVE EDGER (NOT REQUIRED WHERE SHRUB BED MEETS CONC WALK). EDGER TO BE VALLEY VIEW BLACK DIAMOND, 20' LENGTHS OR APPROVED K 3 BLACK HILLS SPRUCE ACER X FREEMANII 'JEFFERSRED' 6'-0" HIGH MIN. BALLED AND BURLAPPED - ••?'.• :4'`: rye+ EQUAL. SPLICES TO BE JOINED BETWEEN PIECES. ANCHORS/STAKES TO BE USED 4 MIN PER LENGTH. L 7 WHITE SPRUCE PICEA GLAUCA 6'-0" HIGH MIN. BALLED AND BURLAPPED NATIVE VARIETY TO BE USED • -''4 '-•'� - - '� 'r "� _'''' ;f�.; 7. SHRUB BEDS TO HAVE "TYPAR"WEED FABRIC. OVERLAY FABRIC WITH ROCK 9*- :• ' = ' ' • , • + ''; � . MULCH. POLY SHEETING WILL NOT BE USED AT GENERAL PLANT BEDS WHERE M 6 NORTHERN WHITE CEDAR THUJA OCCIDENTALIS 'WHITE CEDAR' 6'-0" HIGH MIN. BALLED AND BURLAPPED NATIVE VARIETY TO BE USED " it i -� �- ,,.. ." `i ?<� ; * - - PLANTINGS PROPOSED. • N 2 EASTERN RED CEDAR JUNIPERUS VIRGINIANA 6' 0" HIGH MIN. BALLED AND BURLAPPED • - Ik' 1 ti :, '4tt 0 3 NORWAY SPRUCE PICEA ABIES 6'-0" HIGH MIN. BALLED AND BURLAPPED - ' - r P 2 WHITE PINE PINUS STROBUS 6'-0" HIGH MIN. BALLED AND BURLAPPED NATIVE VARIETY TO BE USED X LANDSCAPE REQUIREMENT= 1 1/2%OF CURRENT MEANS CONSTRUCTION DATA TO BE USED AS LANDSCAPE MINIMUM COSTS FOR INDUSTRIAL LOTS 4 " '♦ WARNING Ai ,. '�♦��••'� III HIGH-PRESSURE PIPELINE(S) i, �r�� 0♦.�1►�� 23 r Excavation and/or Construction Prohibited O I �•♦♦•��' •♦Without compliance with State One-Call,AND 3 ll �.♦♦j♦♦AI ♦♦♦♦♦♦.PWit hout Written Permission From :1 v - `� '. : �.♦Ig�.i♦�♦♦♦♦♦♦♦�♦.�.MAGELLAN PIPELINE COMPANY, L.P. 5�3°O�� v. iy, Ir•�0��..A.- ��♦��♦�♦��11,r 1 � 11111 x 2 TYPE P p tI n I .�� ...Ale' A- reer ��♦♦♦��♦�♦�♦�♦♦�♦�♦�♦�♦�� N89 5316E 351 .67 ..♦ ♦,...♦♦♦♦♦♦♦.. ipr, .�♦♦♦♦♦♦♦♦�►♦♦ / x (S89 47 45 W PLAT) .. .��♦��I�.��♦♦♦�♦�♦ .��♦��0��►♦♦♦��♦��♦�� X X X X X X X X X X X X X x X X X X X . •��:��.��♦ �� .♦-i�♦��♦�i��♦♦♦♦♦♦�♦�♦�♦��j��.��♦r♦ �,�� i�i��iii��i� x. x x -x x x- x- X ♦♦��ri��♦�♦�♦�♦��♦��♦i-♦sEED MIX B _ �♦♦♦♦♦♦♦♦� OK ��♦�.��♦♦♦♦♦♦��♦♦ 6.1� � _ 1r� 5 TYPE C ♦i♦ �♦♦♦♦ ♦�♦♦♦♦♦�� NO PLANTINGS IN THE ♦-♦♦I♦♦♦♦♦♦♦♦♦♦♦♦� - 1 1 ��♦iC�♦♦♦♦♦♦�� D��♦�♦��j♦�♦♦♦♦� EASEMENT AREA .-"rA' ��♦♦♦♦♦♦♦♦♦♦♦� le .4011 ' 172F\ SEED MIX"C" ��♦�♦��e-♦♦-♦♦-♦♦♦♦ �♦♦ . '♦♦♦♦♦♦♦♦♦♦♦♦i��♦♦♦♦♦♦♦♦♦♦♦• � ' O j '��♦�♦�♦�♦iG♦� ` �A ♦♦♦♦♦♦♦♦♦♦♦i�' ., ♦jam - PRELIMINARY , / 1, / '..♦.:.♦♦♦♦♦♦♦.:.♦♦ir ♦��:I♦`�♦�' �♦�♦��♦�.�.'.�♦ 6-0 HIGH CHAIN LINK FE N C• i ��3 NOT FOR CONSTRUCTION Ii .. a '�♦♦� �� •-:ice•-•-•-•-••-•-•-•-•-•!. % API' ..04,- As....-ior A-' A / 2 TYPE N ��'1"♦'I�♦♦♦♦♦♦j♦-I�♦♦♦ �i�♦♦♦♦♦♦♦♦♦♦ j♦'I� ♦ j ♦♦♦♦♦� i� � • • • • • ••••••••• • • • j k. r -./ �i i�♦♦♦♦♦��'��♦ ♦�♦- ♦♦♦♦♦♦♦♦♦♦♦♦i�'��♦♦��♦♦♦��ii.ior:�� .��y�•��•�•�•�•�•3 TY•PE H e��y N STORMWATER BASIN > 12" MAGEL ..Az iii, * .- .••-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•- , I ♦ I i� i • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •- 2 TYPED --rift.„____ I �j�1•�•I♦♦♦♦♦♦♦iI♦�♦♦♦♦I ♦♦♦♦♦♦♦♦♦♦j♦..,,,r ♦♦♦ ♦i�i!�� ►O-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•` .♦j♦'I��♦♦♦♦,j♦� ,.��♦♦�♦♦♦♦♦♦♦♦♦�40.--' ♦♦♦♦♦♦♦j♦44!��♦ice `►•-••• •••-•••••••-•••••-•-• • •-•-•�•�•-•••�•••-•••�•••-•••�� SEED MIX"C" > Mar, l� ♦�►�'��♦♦♦♦♦��♦�'� SEED M IX B ��♦♦♦♦♦♦♦♦♦♦i♦��♦♦♦♦♦♦♦♦j♦y1L'�'. ♦ ` -•••••••••••••••••-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•• A I HEREBY CERTIFY THIS PLAN, I. �•'- ♦A♦��♦♦♦♦♦♦i♦��♦ ��♦♦♦♦♦♦♦♦♦�♦�♦♦♦♦♦♦♦♦ j ii�� ►• • • • • • • • • ••••••••••••••••••••••••••••••••••••••••• • i ♦i��♦♦♦♦♦♦�♦i� �♦♦♦�. ♦♦��,♦♦♦♦�♦-O�♦♦♦♦♦♦♦ ♦�,,f A•A •�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•� SPECIFICATION, OR REPORT WAS ' all% ♦j �I�♦♦♦♦♦♦j♦i��♦♦♦�♦-I�♦♦♦♦♦�♦♦♦��♦��♦♦♦♦♦♦♦♦ i�!�I. ♦ -•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-� PREPARED BY ME OR UNDER MY VI *��4�♦♦♦♦♦�j♦'I�♦♦♦♦♦�'�♦♦♦♦♦♦♦♦♦�♦ice ��♦ �A,' i ••-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-••�I• ��♦♦♦♦♦♦j��♦♦♦�40.-" ♦♦♦♦♦♦♦♦il��♦♦♦♦♦♦♦♦♦♦ii�� O • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •-, + _ DIRECTSUPREVISIONANDTHATI � -0 ♦ .� �♦ / - `•.•�•••-•••�•••••�•�•••••�•�•••••�•�•••••�•••••••�•••••••� 1 . . Q APO I.�� .=.I♦♦♦.��♦��i.♦♦♦♦♦♦♦♦Si.♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�j♦.I♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦.�.�� ` • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • +• - AM A DULY REGISTERED ��♦♦ ♦♦♦♦♦♦♦-♦ ♦♦♦♦♦�♦♦♦♦♦♦♦♦♦♦♦♦ ♦�♦♦♦♦♦♦♦♦♦♦ ♦�' �O-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-• - �:' -►' I ♦ ♦♦♦♦♦♦ ♦ ♦♦��♦♦♦ ♦♦♦♦♦♦♦♦♦♦i♦ ♦♦♦♦♦♦♦♦♦♦♦i ♦�♦ • o�••••••••••••••• •••••••••••�•�•�•�•�•�•�•�•�•�•�•�•�•�•��,.;.• X ARCHITECT UNDER THE LAWS OF Ay , '�♦i♦♦ ♦♦♦♦♦��"G�♦♦♦�j�♦♦♦♦♦♦♦♦♦♦♦�♦iC�♦♦♦♦♦♦♦♦♦♦��i�'� � • • • • • • • • • • • • • •�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•� THE STATE O F M I N N E SOTA. / 3 TYPE K ior�'1i1�♦♦♦♦♦♦♦il��♦♦♦♦�� ♦•I�♦♦♦♦♦♦♦♦♦♦♦��♦ ��•-•-----•-•-----•-•-----•-•-----•-•---•-•-----•-•-----•-• / �I'�1OAPAj♦-�I�� i��,��` 10 MAGELLAN PIPELINE ��ilir♦�� - D•• •-.... �u , ��♦ -r.4 ♦♦♦��♦i♦ ♦♦♦♦ ♦♦ ♦♦♦♦♦♦♦♦.�♦i♦��♦♦♦♦♦♦♦♦��i♦%G�♦ice x 1��44.0.•3 TYPE H= =••�: . ► � A A �. i 0 • • • • • • • • • • • • • • • • • • • • • • • • • • • � ROBERT W. READY Wei �♦�� ., ♦ice I�♦♦♦♦♦i♦♦�♦♦♦♦♦♦♦♦♦j�I�♦♦♦♦♦♦♦♦♦♦♦�.��j ��•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-i -�v� SEED MIX B .'��♦♦♦♦♦i♦ �♦♦♦♦♦♦♦♦♦♦'��♦♦♦♦♦♦♦♦♦�j�♦��♦- 100.0.0000.0.00.0.0.00.0.0.00.0.00000.00000000• • • • • • • • • • • • AIA, CSI, LA ET AP • i ♦ ♦ ♦ ♦� " HI H OPAQUE E �� • • • • • • • • • • • • • • • • • • • • • • • • • • • �' VIIMP111#4;'411h.,,, ♦ . ♦♦♦♦♦♦40. ♦i♦.'.♦♦♦,♦♦,♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦.i. �♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦�I.I♦ �� 6 0 G O Q U C `►•••-•••••-•••••••-•••••••-•••••••-•••••-•-•••••-•-•••• REGISTRATIONA NUMBER: 11383 �i♦��♦♦♦♦♦♦i♦�, � ♦♦♦♦♦♦♦'��♦♦♦♦♦♦♦♦♦♦�♦�� ' • • • • • • • • • • • • • • • • • • • • • • • • • • r, j x ►� �� - NO PLANTINGS IN THE �� - 11•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-• e j CM �4 i�♦♦♦♦♦�♦i�♦♦♦♦ _ ��♦♦�♦ice♦�♦♦♦♦♦♦♦♦♦�i I��i x 1►••••••••••••••••••••••••••••••••••••••••••••••••••••i No. Description Date O I I�♦♦♦♦♦♦j♦I�♦♦♦♦♦j♦� EASEMENT AREA �♦iI�♦♦♦♦♦♦♦♦♦♦♦�♦�I�♦ .- 1 ••••••••••••••••••••••••••••••••• • • • • • • • • • p .►♦�♦♦♦♦♦♦�♦' �♦♦♦♦♦♦'I �i��♦ ♦♦♦♦♦♦♦♦♦ioG�♦ice 11•-•-•••-•-•••••-•-•••••-•-•••••-•-•••-•-•-•••-•-•-••• �.��.,'♦♦, ♦. �..♦♦♦♦♦i. \ • • • • • • • • • • • • • • • • • • • • • • • • • • . �' ♦'�♦♦'�♦♦j♦i.��♦♦♦♦��i ♦�♦ ♦j♦-�� ♦♦♦♦♦♦♦♦j♦ ce��j 11•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-i 11 ♦♦♦♦♦♦♦♦♦♦i i♦♦♦�♦♦♦♦♦♦♦j♦•��♦� 11•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-• jjjI I I N ^11,�� / ♦♦� ♦G�♦►��♦♦♦♦♦�O♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦:'♦A.��♦♦♦♦♦♦♦♦�� I♦�♦� 1►❖:❖:❖:❖:❖:❖:❖:❖:❖•�`�' ❖ -�, W .,♦♦ _ �►♦♦/►♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦i♦ ♦♦♦♦♦♦♦♦♦♦♦� `D`r�♦� • 11•-••• •••-• • •-•-• • •-•0010-•••�•�•-•-•.•�•-•••�c,- ®N. T ,I _ 4I �iliK � e TRUCK MA N U V E R I N G AREA 1►-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•� j v J ►`�♦ ♦' ' . ♦ ♦♦♦♦♦♦j�� ♦ ♦ ♦ ♦ �� .♦- 11 • • • • • • • • • • • • • • • • • • • • • • • • • 10 _ • x ►�j �► ♦ ♦ �� . ♦ ♦ ♦ ♦♦ �� x 11•••••••••••••••••••••••••••••••••••••••••••••••444 . . j T ♦1 I�I♦♦ ♦♦♦♦♦♦j♦'I ♦♦♦♦♦♦♦♦♦♦♦�♦I ♦� 11•-•-•-•-•-• •-•-•-•-•-•-•. . CD j — �� . o ♦♦♦♦♦♦♦��.. i♦♦♦♦♦♦♦♦♦♦♦��.. .�♦ '11••-•-•-•-•• •❖•❖•❖•. Cr)M L. ♦♦♦♦♦.♦.. .♦♦♦♦♦♦♦♦♦♦.�,. ..♦. 1►-.-.-.- . P R O P O S E D -•-•-•-• co P n� AP 11•-•-•-•-•-• ••••••••••••• Q • -.BUILDIN • . • • , ♦�. , ♦♦♦♦♦♦♦♦�♦i�Q��♦i BITUMINOUS PAVING 1►-•-•-•-•-•-•- •-•-•-•-•-•-•-•� w 1►-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•• ♦♦A ♦'r♦♦♦♦♦♦♦.�� _ u-•-•-•-•-•-•-•-.-•-•-•-.-•-•-•-•-•-•-•-•-•-•-•-•-•-•i Lo o ��/// o �/♦♦♦♦�►♦♦�►♦♦��'�� 11•-•-•-•-.-.-.-.-•-•-.-.-•-•-.-.-.-•-•-.-.-•-•-•-• co1444444444444444444444444440 Q CO l' ♦��1 • �♦��♦��♦•♦♦♦•� 1►•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-Il o z71- •�!♦♦��/, ♦•� 1►.❖•❖•❖•❖•❖•❖•❖•❖•❖•❖•❖•❖•❖. 0 0 CD j /// ►�♦♦.♦ x x 1►❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.♦��. . ,- 1►•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•% ° ••••••••••••••••••••••••••••••••••••••••••••••••• ••• � j 11 -•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•- ' x 11;-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:%** I z j STORAGE LOT , 0 e:-:-:-:-:-:-:S• :-:-:-: :•%*+• i 6' HIGH OPAQUE FENCE 1►••••••••••••••••••••••••••••••••••••••••••••••••••••� • i►•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-i .U. 1►-•-•-•-•-•-•-•-•••••-•-•••••-•-•••-•-•••••-•-••••••% x 1► • • • • • • • • • • •�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•� � i►•-•••••-•••••••-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•• , 0 - 1► • • • • • • • • • • • • • • • • • • • • • • • • • • , w NEW TRUCK i►•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-• w 1►•-•-••• •-••• •-•-••• •-•-•••�•-•-•••�•-•-•••�•000 j k .II ' 11•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•444 STORAGE 1►•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-. 1►-'-'-'-'-'-'-'-'-'-'-'- BUILDING j D%=1 2 TYPE L �, 14444 •' :1-•444 -•- 44• •-•44e: •fir BITUMINOUS PAVING > x 1►••••r.•3 TYPE F 004- . 3 TYPE ••••••••3 TYPE .14 AUTO PARKING 21►-•-•-•-• • • • ••-•-•-• • • • ••-•-•-•-•• • • • el 1 - ••• • • • • • �? • • • • • TYPE i•••••;•• • • • • =••4••• •• • • • ••i-4, • • • • •1•1 2 TYPE M CONC CURB AND GUTTER �� re•• • • • •P• • 0•�►•• • • • • ❖ •`� • • •E• •' �1►• •� ot • • • • •-•-.•►-• • • • •-•��•-• • • • • •/1, � I • • o�• • • • • • o • • • • • • • • • • • • • • • • EDGER `` x •\\\\\\\\\\\ III/�•�•�•�•�•�•�•�•��•�•�•�•�•�•Ir•��0�•�•�•�•�•/1 j, \ 6' 0" HIGH OPAQUE FENCE 1 • • • • • • • • • • • • • • • • ••� ••• • • • //// e � 44 - b - .moo+: . '.'�' ,,..„:„ .. :Q'� °a . ' XXXX 147TH ST WEST, A _ APPLE VALLEY, MN 55124 I . 2 TYPE L 1 TYPE B 3 TYPE L 1 TYPE B 3 TYPE O 1 TYPE B " 3 TYPE M 41___11,, T CO + X X `/ X X A. �- X X X 1 TYPE A � ;-- � ROCK MULCH illigilik7 \ . / I a 1 TYPE E 1 TYPE J� 3 TYPE J 1 \�� „ (, L, f �� / , yr : :� :'. i. 5 LANDSCAPE PLAN 1; SEED MIX"A" \/ \ ....„—SEED IX"A" - , •'_ a 3 TYPE A —._' 6 iliA ik , , , _ _ �I SEED MIX"A" • o' T MAW / 1"...: -----_�� 'O �� / Pr number�� Project 22 1 24 / �� 0 00 1 ,,,,,,,,,,ice �� ///////////////// ///////////////////////////e ��/�� , �_/ /� Date 03/27/23 j 0 � n EXISTING DRIVE ENTRANCE / Hwy/ Drawn byJAC 1 / / 03"Ginko S89 51 01 W74'Oak.71 o r� 5"Tree�� (N89 45 30 E PLAT) a� 4 Linden Checked by RWR i ver ,•,/ /77/ ///////er /...., - - Ai _2 Lo ink LANDSCAPE PLA ,, '% �� 0� �� / , M s UPPER 147TH STREET WEST i ://///1— / , A1-2 ��///� � ,. ,. ,. ��%////////aaaaaaaaaaaaaaaai�aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa�aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa�aaaaaaaaaaaaaaaaaaaiaaaaaaaaaaaa�aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa�aaaaa�aaaaaaaaaaaaaaaaaaaa � A��///, 1 20 0 20' 10' 0' 20' Scale As indicated N. CV NOTE: CONIFER TO HAVE SHREDDED p p HARDWOOD MULCH UNLESS 8'-0" STEEL STAKE A � NOTED OTHERWISE. NO - MULCH TO BE IN CONTACT DOUBLE STRAND 14 GA. DEVELOPMENTWITH TREE TRUNK / WIRE - 3' @ 120 DEGREE INTERVALS, TYP. de SCAQROFY BOTTOM AND SIDE ,Si.,« I build ti dc�clo OF HOLE PRIOR TO PLANTING At ' �� 4� ( 16" POLYPROPYLENE OR -� 21476 GRENADA AVENUE i►F� POLYETHYLENE (40 MIL. Il.i LAKEVILLE, MN 55044 /� k - 1 1/2"WIDE STRAP TYP.) ‘W v �'� �'� v �% PH: 952-469-2171 ! -1 FAX: 952-469-2173 IAA� �e, EMAIL: off e@app ode elopment.com Ml� ;t :;��si j �� ice, %...o `� 0�� `�r�a�,N Copyright©by APPRO Development. Inc „,, �� FLAGGING -ONE PER WIRE 44N i �4 )A111 �0 ll f'��)IOW"//;, *• / ROOTBALL TO SIT ON Air eon% -� �= j = SUBGRADE �1) (' :v `%° j ?""'� ' / 4" DEEP CYPRESS MULCH �� o�� I-s �� / 4" LAYER OF w � '�'�� PLANTING SOIL ��` '�� NOTE: °` "0 Q \\ � �II�Ot�: l��=� `_\ �' TURN BACK THE TOP PORTION OF THE BURLAP TO HALF THE DEPTH OF ROOT �� ' CYPRESS MULCH - > ��' ,�� (,1,�� /� TOPSOIL O� �� 111•� BALL AND REMOVE ANY NAILS WITHIN THIS AREA. TREATED, WHEN It 'N 1��- %�/� /�i��, / SUBGRADE -..aiil _ ,...—1 _mpiii NOT IN A ROCK \`f \ ) re '\ 2"x2"x24"WOOD STAKE SET // o 1-1I1-1I III�IEC .ppppppppp% III I— 0111 ��L 4 \ O \ PLANT TREE WHERE THE FIRST ROOTS FLARE OUT FROM THE TRUNK. 111-11 LANDSCAPE BED , j Pr"" P (r AT ANGLE I REMOVE ANY PLASTIC OR WIRE BASKETS FROM AROUND THE ROOT BALL. IT .. _ , II w ,r� SOD —III-111—I H1 1 N TOP OF ROOT BALL SCARIFY THE BOWL SUFACE FOR EASY ROOT PENETRATION. 1 2"ABOVE GRADE / MIN OF 18" PLANTING SOIL �� Id6�i4J NOTE: I BOULEVARD TREES TO BE PLANTED AT 40 0' O.C. TREES TO BE PLANTED IN WITH o m i fir,_ TWO ALTERNATIVE STAKING 4" LAYER CYPRESS MULCH - I ACCORDANCE WITH CITY'S LANDSCAPE ORDINACE. FERTILIZER N H METHODS ARE TREATED, MULCH TO NOT TOUCH 8 r so THE BARK OF THE TREE / SEE SITE PLAN FOR LOCATION OF WALKS AND CURBS. PROVIDE A MINIMUM zILLUSTRATED NOTE: cc SEPARATION OF 3' FROM ALL WALKS AND CURBS. \_ i i IT IS THE LANDSCAPE ,,4$16% ; ,,,, ,_,,__ " ,..-- ,>s`s�;" 0' . ,, TURN BACKTHE TOP PORTION OF THE BURLAP TO HALF THE DEPTH OF ROOT BALL AND REMOVE ANY NAILS WITHIN THIS AREA. U ."41Seel ••S!ci.:lti.:lti!:!.v!:lv!:!!:r 2 !:!e%:�e%:�e%:�c%:!c%:lci::lci::!ciet.,.. III —IIII IIII IIII III III III III III CONTRACTOR'S OPTION TO .;•�,;•<,;•�,;•�,;•�,;•�s,��_ ��<•ss•;•,;•�,;•�,.-,-- DO NO CUT LEADERS OF THE TREE. 2 STAKE TREES. HOWEVER I I I—I 1 I �� \ - �� .11.1111141111111r�� II I 1 SHRUBS USED AS VISUAL BUFFERS NEAR PARKING LOTS SHALL BE A MAXIMUM OF 3' IN HEIGHT. LANDSCAPE CONTRACTOR �� STAKING OF TREES SHALL BE DONE BY THE LANDSCAPE CONTRACTOR AS *��4*#.��.*eke NEEDED. SHRUBS SHALL BE INSTALLED AT A MINIMUM OF 12-18" IN HEIGHT. IS RESPONSIBLE FOR LIMIT OF ONSITE SOILS �� MAINTAINING TREES IN A AFTER HOLE DUG = �� , I I- - PLUMB POSITION = REMOVE ANY PLASTIC OR WIRE BASKETS AROUND THE ROOT BALL. THROUGHOUT THE PLANTING SOIL GUARANTEE PERIOD. WITH FERTILIZER I 1 SCARIFY THE BOWL SURFACES FOR EASY ROOT PENETRATION. II III III III 111 1 TREE DETAIL - CONIFEROUS / TREE DETAIL -DECIDUOUS SHRUB PLANTING DETAIL A�--/ 1/2" = 1'-0" A1-3 1/2" = 1'-0" PRELIMINARY PARKING SETBACK PROPOSED NOT FOR CONSTRUCTION LINE OF SIGHT PROPOSED 6' FENCE PROPOSED TOP OF BERM ELEVATION 985.5 I HEREBY CERTIFY THIS PLAN, 994 - - I 994 SPECIFICATION, OR REPORT WAS PROPERTY LINE I PREPARED BY ME OR UNDER MY 992 992 DIRECT SUPREVISION AND THAT I AMA DULY REGISTERED ARCHITECT UNDER THE LAWS OF 990 - - - . II _990 THE STATE OF MINNESOTA. 988 , f i 1 ___-4 I 988 986 , ., 986 AIA, CSI, LEED AP i I , MAX REGISTRATION 3 • a � ROBERT W. READY REGISTRATION NUMBER: 11383 984 r MA 984 03/27/23 I 982 I 982 No. Description Date 980 —III III III III I 1 III III III III III / 11- 111 III III 11 III III 111980 EASEMENT LINE EXISTING PATH EXISTING CURB & PROPOSED CURB GUTTER & GUTTER CROSS SECTION VIEW OF BERM ON JOHNNY CAKE RIDGE ROAD PARKING SETBACK PROPOSED LINE OF SIGHT PARKING SETBACK PROPOSED PROPOSED 6' FENCE LINE OF SIGHT PROPOSED 6' FENCE PROPOSED TOP OF BERM ELEVATION 985.25 PROPOSED TOP OF BERM ELEVATION 985.25 994 PROPERTY LINE I I 994 992 - - 992 NEW TRUCK 992 N ; 992 PROPERTY LINE I - - - - - - - - - - - - - - - - - 990 - - - - - - - - - - -- - - - - - - - - - 990 STORAGE _ _ _ 990 - - - - - - - BUILDING 4(6, � 988 - -- - - - - - - - ' � �!,�0- - - - 988��_988 F I— __ 988 ,�986 I �� 986986lilt �-, : - 986 - �� o � 984 F �. 984 III 984 I _ p,X -3 r MA 984 1 MPn= �� I I I iii / 4 1 M IA 982 4 982 XXXX147THSTWEST, APPLE VALLEY, MN 55124 982 I I- I 982 980 980= T ] TH 980 / ' 980 978 III III III III III III fil III III III 978 SITE DETAILS EASEMENT LINE EASEMENT LINE EXISTING PATH EXISTING PATH EXISTING CURB & PROPOSED CURB EXISTING CURB & PROPOSED CURB Project number 22-01-0024 GUTTER & GUTTER GUTTER & GUTTER Date 03/27/23 WEST CROSS SECTION VIEW OF BERM ON UPPER 147TH STREET WEST EAST CROSS SECTION VIEW OF BERM ON UPPER 147TH STREET WEST Drawn by JAC Checked by -- 0 i4. BERM CROSS SEC. cri Al -3 M Ate- 3/16" = 1'-0" N 0 Scale As indicated N x x x x x x x x x x x xx x x x x x x x x x xx x x x x x x x x x xx x x x x xxxxxxxxxxxxxxxxxxxxxxxxxxx1003"Ginko4"Oak5"Tree4"Linden5101010105555 5 46.00GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGX XXXXXXXXXXX XXXXXXXXXX X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXUPPER 147TH STREET WESTJOHNNY CAKE RIDGE ROADPROPOSED BUILDING:STORAGE LOT75.00°LINE OF EASEMENTEXIST SHARED DRIVEEXISTING DRIVE ENTRANCEEXISTING GAS LINES (3)PROPERTY/R.O.W. LINE: 518' +/-EDGE OF EXIST ROADWAYPROPERTY LINE: 352'-0" +/-PROPERTY LINE: 172'-0" +/-PROPERTY/R.O.W. LINE: 257'-0" +/-PROPERTY LINE: 306'-0" +/-LANDSCAPE SCREENING AREAPIPELINE EASEMENT291' - 0"110' - 7"80' - 0"15' - 0"8424' -0" WIDE GATEW/ ELEC. OPERATOROFFICEACCESS AISLE35' - 0"66BITUMINOUS PAVING (BASE BID)AUTO PARKINGCONCRETE APRON AND STOOPSAUTO PARKING6'-0" HIGH OPAQUE FENCEDRIVE AISLE INTO STORAGE AREAGAS METER5 0 ' - 0 "20' - 0"PIPELINE EASEMENTPIPELINE EASEMENTEXIST WALKING PATHTURFNEIGHBORING PROPERTY FENCESTORMWATER BASIN AREATURFTURFTURFSEE LANDSCAPE PLAN FOR FOUNDATION PLANTINGSTRUCK MANEUVERING AREA6' HIGH OPAQUE FENCE10" MAGELLAN PIPELINE12" MAGELLAN PIPELINE46SHADED AREA INDICATES AREA FOR TALLER VEHICLE STORAGESMALL BUSSEMI-TRACTOR53 FOOT TRAILER(2) ROWS OF 30 VEHICLES SHOWN7 VEHICLES SHOWN IN A SINGLE ROWLEGEND:BLUE SHADED AREA INDICATES AREA WITHIN STORAGE YARD FOR TALL VEHICLES -MAXIMUM VEHICLE HEIGHT 14 FEETRED SHADED AREA INDICATES FIRE DEPARTMENT ACCESS AND TURN-AROUND PER INTERNATIONAL FIRE CODE SECTION 503, PARAGRAPHS 503.2.1, 503.2.3, 503.2.4, 503.2.52A1-445' - 0"4 5 ' - 0 "20' - 0"GREATER THAN 150'-0", FIRE DEPARTMENT TURN-AROUND REQUIRED BY SECTION 503.2.5CAR/VEHICLE(2) ROWS OF 16 VEHICLES SHOWN166' - 0"20' - 0"18' - 6"54' - 0"24' - 0"54' - 0"6'-0" HIGH CHAIN LINK FENCE980982984986988990992978PROPERTY LINE4 : 1 MAXEXISTING PATHEXISTING CURB & GUTTERPROPOSED CURB & GUTTERPROPOSED LINE OF SIGHTPROPOSED 6' FENCEPROPOSED TOP OF BERM ELEVATION 984.72EASEMENT LINE 3 : 1 MAXPARKING SETBACKGRADE SLOPES DOWN TO NORTH 1' / 50'13' -6" x 53' SEMI -TRAILERDISTANCE FROM PATH TO PROPOSED LARGE VEHICLE PARKING14.75 FTI HEREBY CERTIFY THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPREVISION AND THAT I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA._______________________________ROBERT W. READYAIA, CSI, LEED APREGISTRATION NUMBER: 11383ScaleProject numberDateDrawn byChecked by21476 GRENADA AVENUELAKEVILLE, MN 55044PH: 952-469-2171FAX: 952-469-2173EMAIL: office@approdevelopment.comCopyright © by APPRO Development. IncPRELIMINARYNOT FOR CONSTRUCTIONAs indicated3/27/2023 8:05:00 AMA1-4SITE STORAGEYARDARRANGEMENT22-01-0024XXXX 147TH ST WEST,APPLE VALLEY, MN 55124NEW TRUCKSTORAGEBUILDING03/27/23JACJAC03/27/23No. Description Date1" = 20'-0"A1-41STORAGE ARRANGEMENTPLAN20'10'0'20'NORTH3/32" = 1'-0"A1-42CROSS SECTION VIEW ATTALLER STORAGE AREA GENERAL CONSTRUCTION NOTES: 4 7/8" MOISTURE RESISTANT GYP. BD. 7 1/4" 1' -0" 2 1/4" AP( P )RO X X AT TOILET RM. , fir PRE-CAST EXTERIOR WALL 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES AND ACCEPTED INDUSTRY I 5/8" MOISTURE RESISTANT �■ -1' GYP. BD. - FULL HEIGHT li �i ►•i DEVELOPMENT STANDARDS �� 5/8" GYP. BD. ONE LAYER • 2. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS AND ESTABLISHING THE COMPATIBILITY OF ALL EACH SIDE - PT FULL I I. design c\oP NEW WORK WITH THE EXISTING CONDITIONS. HEIGHT / . 6" MTL STUDS @ 24" O.C. 1■ 1 5/8" MTL g'n r huild I dc.• 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL PERMITS, LICENSES, ETC. REQUIRED BY :, II 362S125-27 OR AS IN y�� STUDS @ 24" O.C. TO 3 5/8" MTL STUDS @ 24" O.C. REGULATORY AUTHORITIES HAVING JURISDICTION. �� DETERMINED BY SUPPLIER 1■ �� 10'-0"A.F.F. 4. SOME WORK SHALL BE DONE IN OCCUPIED SPACES. CONTRACTORS SHALL TAKE EVERY PRECAUTION TO MINIMIZE THE TRAVEL , 362S125-27 OR AS 1■ ►�� OF DUST AND DIRT FROM THE CONSTRUCTION AREA TO ADJACENT SPACES. :, DETERMINED BY SUPPLIER p• SOUND ATTEN. BATT I� �� 5/8" GYP. BD. 21476 GRENADA AVENUE / INSULATION - HEIGHT OF 1■ I FINISH READY TO LAKEVILLE, MN 55044 5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION AND CONTINUOUS MAINTENANCE OF ALL WORK FROM DAMAGE � � SOUND ATTEN. BATT INSULATION BATTS TO 10' 0"TO MATCH 1■ �i��i 10' 0"A.F.F. PH: 952 469 21 71 AND SHALL PROTECT THE OWNER'S PROPERTY FROM DAMAGE OR LOSS BY DUST, DIRT, WATER, THEFT, FIRE OR ANY OTHER `,1r� LOW SIDE GYP BD IN �� FAX: 952 469 21 73 PHYSICAL DAMAGE IN CONNECTION WITH THE CONTRACT. 1- PROVIDE CONTROL JOINTS IN p EMAIL: office@approdevelopment.com 6. MAINTAIN EXISTING UTILITIES TO REMAIN, KEEP IN SERVICE , AND PROTECT AGAINST DAMAGE DURING ALL WORK. WALL AT 25'-0" O.C. MAX. PROVIDE CONTROL JOINTS IN CONTRACTOR SHALL COORDINATE CONSTRUCTION AROUND EXISTING EQUIPMENT, CONDUIT CABLING, ETC., WITH OWNER. WALL AT 25'-0" O.C. MAX. 7. HAZARDOUS MATERIALS MAY BE PRESENT. THE ARCHITECT SHALL HAVE NO RESPONSIBILITY FOR THE DISCOVERY, PRESENCE, Copyright©by APPRO Development. Inc GYP. BD. WALL GYP. BD. WALL PRE CAST EXT. PANEL WALL HANDLING, REMOVAL, DISPOSAL, OR EXPOSURE OF PEOPLE TO HAZARDOUS MATERIALS IN ANY FORM, INCLUDING BUT NOT LIMITED TO ASBESTOS, PCB OR OTHER TOXIC SUBSTANCES. ' 1 2 3 8. ALL PENETRATIONS IN RATED ASSEMBLIES, WHETHER NEW OR EXISTING, SHALL BE SEALED WITH APPROVED MATERIALS AND PARTIAL HEIGHT WALL TO 9'-6"A.F.F. PARTIAL HEIGHT PLUMB. WALL FULL HEIGHT PROCEDURES. NOTIFY ARCHITECT OF QUESTIONABLE CONDITIONS. TO 9' - 6"A.F.F. PRE-CAST EXT. PANEL WALL 9. CONTRACTOR SHALL PROVIDE WRITTEN NOTICE OF ANY CHANGES THAT INVOLVE ADDITIONAL COST AND/OR TIME TO THE ARCHITECT AND OWNER WITHIN FIVE DAYS OF ITS DISCOVERY AND BEFORE PROCEEDING WITH THE WORK. 3A 10. DO NOT SCALE DRAWINGS. IF QUESTIONS ARISE REGARDING DIMENSIONS, ADVISE THE ARCHITECT IMMEDIATELY FOR PRECAST WALL WITH DRYWALL AT CLARIFICATION. INTERIOR 11. DOOR, WINDOW AND STOREFRONT OPENING DIMENSIONS IN PLAN ARE ROUGH AND/OR MASONRY OPENINGS. 12. CASEWORK DIMENSIONS ARE TO FINISHED SURFACE 2 WALL TYPES A2-1 3/4" = 1'-0" 1 23 4 5 6 200'-0" 4 0 A 28'-0" 32'-0" 32' -0" 32'-0" 32'-0" 101 44'-0" X D \ \ I I I 4 , � I 12 0„ illi 2'- 10"3' -4" 1' - 10" 8' - 0" 5'-2" 1, 5'-2" 5'-8" 24'-0" 8' -0" 24' -0" 8'-0" 24' -0" 6' -0" 7/— / /'/ / / / / / / / / / 4 .0" • " 111 I 12 0 • , PRELIMINARY NOT FOR CONSTRUCTION M 3 • / 9 ° ° �\ (104H) 8'x OW 165.00 • • \� A\ �\ AlPI (104A) o a a • q 04G) \ WATER SPIGOT \ \ 1 C \ \ \ (----- -`--' till --11--`1 :' ' 2a; - -I,I \ 11=11, 11 - - ' H ' 11 Nc_,.. =.111110115..."': 4.1. \ \ o q o �04F) WATER SPIGOT \ \ I HEREBY CERTIFY THIS PLAN, o io 4 04B) P P 04C) P P 04D) P 104E ♦ \ \ \ \ \ O \ \ \ SPECIFICATION, OR REPORT WAS 0�0' O r \ 1 r \ \ , = PREPARED BY ME OR UNDER MY 3 _ WATER SPIGO I WATER SPIGOT \ \ \ \_ - - '\- - \ DIRECT SUPREVISION AND THAT I . T \ \ AM A DULY REGISTERED \ OFFICE bo i DRIVE-IN DOORS W/ ELEC OPERATOR \ ;=' \ ARCHITECT UNDER THE LAWS OF 100 \ I - WATER r \ THE STATE OF MINNESOTA. 1 RISER I Co 8'x4'WINDOW _ _ \ \ ROBERT W. READY \ 15' 2" 5' 0" J \ AIA, CSI, LEED AP i REGISTRATION NUMBER: 11383 101C) 3A \ 03/27/23 0 0 % o o 29 L.F. OF TRENCH DRAIN o bo ' N o \ WITH HEAVY DUTY BAR • \\ No. Description Date r co \ GRATE COVER \ \ OFFICE (101E 001D) o r w - o \0 101 N1= o\ O 72 L.F. OF TRENCH DRAIN o ,� 8'x4'WINDOW T c ‘ >. WITH HEAVY DUTY BAR 2 ,,,,,,1*0 \ iflEo (�� G1 GRATE COVER ,,,�� rn O \ 8'-0" 72' -0„ 8'-0" O 0��,,,,,, \ \ %0111 °' o\ (102A) Ii11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 �,�, 29' o rcip N \ BREAK ROOM \ o_ 0 0\ 102 j I I \ \ I B o \ . a A ] � co ❑ 0 0 w co\ b O1\ \ \Lu `\ Y cc \ o \I w o VEHICLES N o_ 104 m 03A� Z WOMB UP o.j‘ Il103-:_ 1 N - - 0 rq I °' UTILITY SINK „ 4 E g 3 -o" i NEW TRUCK 0 \\ \ STORAGE 2 BUILDING o '� IIAEN I 10 jo \\ A 2 / - 105A 10L �° \ \ �/ \ N co 4' 0" 88' 0" 4' 0" / / \ \ STORAGE (106A) \ \ , 106 \ (1,- XXXX 147TH ST WEST, ELEC. . 4 r Oo \ APPLE VALLEY, MN 55124 PANELS zo \ ^h' \� &\ T I I \ (i07B) I\ , , , \ MAIN LEVEL ;r_ r7,__ _, ,•. ,,. I Ir .c _ \-' - - -u i �. r 'a 'l - �- �4 , �, "4 9' , a' ". ,- r 4 --P ,.4 - r .' P \ FLOOR PLAN A \ \ \;1\ ) ) ) ) Project number 22-01-0024 Date 03/27/23 Drawn by JMO Checked by RWR 0 0 cri 1 FLOOR PLAN I H A21_ o cO cc A2-1 1/8" = 1'-0" o co z o 8' 4' 0' 8' Scale As indicated N co 3 A PRE-FIN. METAL A3-2 B C D PARAPET CAP 80' 0"� / 16' 3 1/2" / �\ip p iR DEVELOPMENT \ i — T.O. WALL design r build ti dc•'elo4 ____--- � 121 a ' - 4 / PRECAST PANEL EXPOSED AGGREGATE FINISH -WITH VARIOUS TEXTURES 21476 GRENADA AVENUE c� LAKEVILLE, MN 55044 P H: 952-469-2171 r FAX: 952-469-2173 MEZZANINE - EMAIL: office@approdevelopment.com TROWELLED BAND ALTERNATE �/ — Copyright©by APPRO Development. Inc \ 1101 - 0" STANDARD RAKE EXPOSED TROWELLED BAND GRADE ib) - CONC FILLED STL PIPE BOLLARD - PT. �P TROWELED SMOOTH FINISHI WITH CONTROL IJOINT PATTERN >I �, FIRST FLOOR 100' - 0" 4 NORTH ELEVATION A3-1 1/8" = 1'-0" 2 7 6 5 4 �3-2 ED ED STANDING SEAM Q 200 0 3 METAL ROOF AWNING A2-2 PRE-FIN. METAL PARAPET CAP / i _ T.O. WAl _ fth 121' - 4" PRE-CAST PANELS �/i STANDARD RAKE EXPOSED AGG. FINISH TROWELLED BAND II FINISH STANDARD RAKE MEZZANINE - EXPOSED FINISH �� PRE FIN. OH. DOORS W/ ELEC. ALTERNATE OPERATOR TYP.E 11 _i. - ivy - 0" TROWELLED BAND I HM. DOOR AND FRAME PT. FINISH PRELIMINARY III it IR r 1r --ii ii j ,i it Immi Ir- l i___.il IiiI li Il I®1 ii ii ii ICI [_I ii ii ii ICI I®I ii i i i In=pl ICI I®1 ICI [®I NOT FOR CONSTRUCTION IMPRINT FINISH - ----- AL/GL FIXED WINDOW �7 ® a GRADE I'� I I� FIRST FLOOR 36"x 84" 100' - 0" GRADE HM. DOOR I HEREBY CERTIFY THIS PLAN, SPECIFICATION, OR REPORT WAS 2 WEST ELEVATION PREPARED BY ME OR UNDER MY DIRECT SUPREVISION AND THAT I A3-1 " _ '- 50'-0" 50'-0" AMA DULY REGISTERED ARCHITECT UNDER THE LAWS OF 0THE STATE OF MINNESOTA. PRE-FIN. METAL 1 4 �5 6 7 PARAPET CAP 2 3 ROBERT W. READY A3-2 AIA, CSI, LEED AP A2-2 REGISTRATION NUMBER: 11383 PANELS STANDARD RAKE i PRE-CAST CONCRETE 03/27/23 EXPOSED FINISH T.O. WALL f it . ® I 121' 4" 1 No. Description Date TROWELLED BAND 1 i FINISH I I STANDARD RAKE EXPOSED FINISH i MEZZANINE - 1 ALTERNATEO TROWELLED BAND 0 I FINISH ii ' IMPRINT EXPOSED FINISH 1 I i I I - FIRST FLOOR I1 GRADE --- 100' - 0" I EM 1 3 EAST ELEVATION A3-1 1/8" = 1'-0" NEW TRUCK D C PRECAST PANELS B A STORAGE STANDING SEAM METAL STANDARD RAKE EXPOSED BUILDING ROOF AWNING AGGREGATE FINISH 80' -0" ` 3 PRE-FIN. METAL PARAPET / A3-2 CAP / T.O. WALL 121' - 4„ OH. DOOR XXXX 147TH ST WEST, W/ ELEC. OPERATOR APPLE VALLEY, MN 55124 AL/GL TROWELED BAND STOREFRONT FINISH FIXED WINDOW SYSTEM \ MEZZANINE - .4411111111111141 —.mu F, ALTERNATE EXTERIOR CONC FILLED STL. �� ELEVATIONS IllPIPE BOLLARD PT. STANDARD RAKE EXPOSED FINISH 1 1 O' O GRADE HM DOOR AND FRAME nng E M M E I, I PT. Project number 22-01-0024 - - - I TROWELED BAND FINISH IMPRINT FINISH, EXPOSED AGGREGATE > I - FIRST FLOOR Date 03/27/23 100' - 0" Drawn by JMO glit Checked by RWR 0 cri A3 - 1 1 SOUTH ELEVATION CO A3-1 1/8" = 1'-0" Scale 1/8" = 1'-0" o N co O .•i 0 WARNING y ,y / HIGH,-PRESSURE PIPELINE(S) = o 0 81.9 N N / �' Excavation and+or Construction Prohibited ai w E0-------- 981.6 L "' E 0 \,\p1K F -r \ Without compliance with State One-Call,AND m ,� co L N \�P\N 982.4 00 ,� G x Without WriUen Permission From `a: z ai -a'a N �G w G� MAGELLAN PIPELINE CONIPANY,LP. O R Q L,J VEGETATED SWALE W/6' WIDE MNDOT CAT. 72 TRM �'�___\��ls / 3 NURP BASIN / 1 ' /f A MAGELLAN REPRESENTATIVE MUST BE PRESENT DURING WORK AROUND PIPELINE(S) rI.y w i- s Li END CHAIN LINK FENCE j ' 2.2 16.5' BUFFER NWL = 979.0 /�•' � � � / _ Z x VOLUME PROVIDED = 12,763 CU.FT. DRAINAGE & UTILITY EASEMENT I 981.0� -CHAIN LINK FENCE---, 100-YR HWL = 980.9 C WARNING: to 6 .6 3 / / HIGH-PRESSURE PIPELINE(S) . Z �' �9� 981.5 / `' f/ _ 983.E X X X X X X.J� X X X X A x X X X X X G _ - / O U, /�i � � ` - �T�X - - - .)4- dr7�� __ -�•x---T x`d--c x .I 1 / L - : - .� - - --. . . . . - �'cC=•�- - �_ - - i/ Excavation and/or Construction Prohibited y N low. misre._ �_��. o ♦ ♦ / BUILDING B to c t t n St t O C II AND To � � �,Z��a��w - � - -_ A��O_�_�� .�� G 98 .5 % � SV �GP _ T � wi ou con ac g e a e ne a L 11.1.1 W p 984.5 . n - - - >tI - SE ACK in tCI = O -. .' ' `® ��, i • N AQUE,C oN'NIGG PR G / / ■ 981 80 Obtaining Permission From y 00 �� /�/� v � � - _ BUFFER SIGN. TYP. �� _ ` - FENCE 0. 1 L \� /`o ,� �' .� .• 980.25 x Flint Hills Resources,LC = y N �� r� t ��. 980.3 �y x • 0 a: I 1 •• BEGIN CHAIN x �1� (982.50 81 7 t/� u / I�•� ��•, . 4 �'04".j �s80. 80�`� u i / �� , sso.�s LINK FENCE 980 5 � - i ❑ Q = N .: .:. 19,..1,E e,1 F ® 64 : i�!�< 980.7s 982.70 I I OS r, o 9 I� -�I �a � . . s G/ 983.00 GRADING NOTES Z SU= ERGED INLET ■ CIS ��,, e:1 00 � 's• peC a�ac\ab\e map MSc.Re��o� 979 s80.s‘Arr ,cam/ �\ 983.469 9 5 1� - All elevations shown are to final surfaces. W INV 977.0 x ��'� i ��re (,4 of Doc 63 1 . 983.40 3 :I ��,q� � �� '� \Ocat�°r deter 23g321 s3 01 8 ac, �� + 2❑ - Contractor is responsible for obtaining a National Pollutant Discharge Elimination System O� 6\cle Doc. Doc. 979 8 981.00 (NPDES) General Storm Water Permit for Construction Activity before construction begins. a. • \ �4. ,W ® ♦ � ♦ G ,PAP of.er ed PeC x 1 3❑ - Remove curb & gutter and bituminous pavement as required. e�aSeM\\ Re.as X 3' CURB OPENING ' Q�V�, �..��♦'i� • 1�e5 Pcp552• PaC�\a y 1fi 5 BU �- END OPAQUE 979.8 DRAINAGE & UTILITY EASEMENT 4 - NURP pond Shall be lined Up t0 980.0 with a 40 mils HDPE liner Or o 2' thick clay liner with t- �c.,_ / i 8v,1��♦ �•s S APSE P' 4� - FENCE �7 ( 50% fines (200 sieve) or 20% fines (PI of 7) and an in-place hydraulic conductivity of 1x10^-5 >' °' �� 1► REs �sal.so) centimeters per second or less. r NIGH P P a1LCB 1982.6 GPV�1 N' x s °� 983.40 983.46 ap s83.s1 5 ,;, / LIGHT POLE, TYP. • c962.5°� ❑ EROSION CONTROL NOTES o Inv. 978.8 �I ONTROL STRUCTURE 31' 5" RCP ® 0.0% i a Z / TOP 983.0 0 - Contractor is responsible for all notifications and inspections required by General Storm Water Permit. �, c w °' d, W iss21 ..- o a� INV 980.0 WEIR WALLS L 2 - All erosion control measures shown shall be installed prior to gradingoperations and maintained ° ° o Q s. 1 \INV 979.0 6" ORIFICE) ❑ I 0 p •� II INV 979.0 ,�981.50 PROPOSED BUILDING until all areas disturbed have been restored. c Z o` / INV 977.0 NE� arm FFE = 983.5 �7� I x982'6 O. - Sweep paved public streets as necessary where construction sediment has been deposited. a!v, 40' \ 15" RCP �� I �k i 1@ 0 25% X n , I ni I ® ® - Each area disturbed by construction shall be restored per the specifications within 14 days after U o 0 cU / N I I the construction activity in that portion of the site has temporarily or permanently ceased. .� v- T" 1 �� \ x 14,•, Ih ® - Temporary soil stockpiles must have silt fence around them and cannot be placed in surface waters, _ a3 N ATCH �� 1i sa2.7o CORE INTO CB \ - II >,c 984.30 p NV 978.9 (VERIFY) " LIGHT POLE, TYP. including storm water conveyances such as curb and gutter systems, or conduits and ditches. :A E s t� I R 6 - L.:::,- IX 984.8, 1 4x4 I98 I 0 The normal wetted perimeter of any temporary or permanent drainage ditch or swale that drains water �, / O67' - 6" DIP / °'o o t ■ MH 101 (s82so from any portion of the construction site, or diverts water around the site, must be stabilized within c I ° ° iiiI .1 \ BUILDING SETBACK 0 67' - 2" TYPE TOP 983.0 200 lineal feet from the property edge, or from the point of discharge into any surface water. n g INV 969.0 L.9 Lo ° o a�II -ad tl K COPPER 9 g Stabilization of the last 200 lineal feet must be completed within 24 hours after connecting to a o 1.01p,ccess Restriction Easement per Doc. 2358858 x Q [ n 21' - 6" PVC ® 2.00% MIN. surface water. -c a1 E 2 v _ o . Z • • U s85.so) \ ii6: - 45° BEND )Xs634°) 1 \ O7 - All pipe outlets must be provided with temporary or permanent energy dissipation within 24 hours MATCH PARKING SETBACK x / , � : I \ \ of connection to a surface water. (984.50 ® - Excess concrete/water from concrete trucks shall be disposed of in portable washout ,,, ►n ►n 11 _ 983.46) z \ BUILDING SETBACK c982 20 (982.4o� OO \ (sa2so \Ellk concrete basin or disposed of in a contained area. NI NI N I Z • 985.50I DRAINAGE UTILIT( EASEMENT I x . 983.40 CB 2 • \ OPAQUE FENCE 8" - 6" REDUCER N • _ I OPAQUE FENCE �.� �� GV s83.3o �s83.4s) 983.40 (s83.4s INV 975.0 UTILITY NOTES M M (984.35 Eor - ■ 1 All sewer services to extend to a oint 5 from ro osed buildin 9 4.5 x 984.35 982.35 19' - 8" PVC @2.37% O - p ' p p g. 0 \I /( ). PARKING SETBACK (982.50 , 983.20 983.30 15' - 12" RCP 0 5.33% CB r1 / 984.°x ❑ 111 X - - 7O 2 - Bring water main into proposed building and cap at the floor. Top �982.9 �\ ■ s8s.001 - c� -{s8s.00r - 1�(sss.00� - Q - Y 968.45 (VERIFY ..90.;,- I " 97�.34 (PER AS-BUILT) 3O - ST 5, 634 In984 x X 98 964 982.40 x 0� O Verify all service locations and inverts with mechanical engineer before construction. 983 �, F� ❑ ��' �2" RC- (PER As-BUILT) �� O - All watermain to have a minimum of 8' of cover. ■ � � i -■ ■ Cam■ ■ ■ ■ � ■ i - ■ ■ ■ C ■ ■ ■ - SEMAPHORE 9.$2 s MATCH TO MATCH FD C MATCH MATCH 71. © •• i • LP ��-C - ax5O - Remove & replace bituminous pavement and curb & gutter. Match existing pavement sections. J [] (983.90 C 983.50 982.80) (982.10 i m C , 981.2 982.9 9lg �3.4 •982.8 982.7 982.4 •MATCH g81.91 981./ _i ' Fur! 981.5 981.4 . 6O - Connect to existing sanitary sewer service stub. \ 12"-W (RAW) , '. rc 12"-W (RAW) CV. . . E - - - 9b1.8 981.5 \ 981.90 0 - Connect to existing water service stub. OMH ST ' � Ginko 4"Qak 5'firee Hydy_ -� MH \ 8"-S EOF g Construct MH over existingstorm sewer service stub. CB \ ti../ ,c( 6"-W ' op 981.3 981.i 4 Linden ,98t- O To 983.1 _ 981.4 Inv. 967.6 g z z p Top 98 .6 \ '-'Cgz - - CB 987.3x R981 0 CB MH 1 - Public Works Department (952-953-2400) shall be notified a minimum of 48 hours for any w w Inv. 975 6 \ "CB required water main shut downs and/or connections. -' T p 981.9 Top 981.4 ROCK CONSTRUCTION ENTRANCE Top 980.2 TOP 980.8 q / (n \ /1nv. 978.8 Inv. 978.2 7 Inv. gg87 Inv. 977.4 INV 974.2 MATCH) 8 8 / INV 972.2 SUMP) m UPPER 1 4 7TH,� STR EET WEST 0 \ F- NZ-5rj G/ N l - UTILITY NOTES (GAS LINE) W W LI_ - - I `-' A - A Magellan Representative shall be on-site for all work performed in the Easement. cc 0 CB i o 0 CB Top 981.8 Top 981.3 CB 980.7 CB 980.1 - Traffic in the easement during construction will be limited to lightly loaded skid steers and similar a Inv. 977.4 N (Per plan) p Top Inv. 978.0 Inv. 977.3 W,E (Per plan) Inv. 7.� Inv. 976.2 equipment. Magellan shall review the specs for equipment expected to operated in the easement MH ' ST 1-5" ST - 15" -ST- 15 '..)T prior to any work being performed. Top 982.7 " - The Contractor will be responsible for staking the Pipeline Easement and maintaining the markings ST -8 -W throughout construction. A - An FHR representative must be on site for all excavation within 25 feet of an FHR pipeline, unless otherwise 1 F - agreed upon by FHR. A\ - Removing and/or adding cover of FHR pipelines requires FHR review and approval. A - Backfilling an exposed FHR pipeline requires special care and shall be conducted under the direction of an FHR company representative. 0 1.5 3 6 9 CATCH BASIN/MANHOLE SCHEDULE - The use of an excavator bucket with teeth is not allowed when digging within close proximity to FHR Vertical Scale in Feet SITE SUMMARY pipelines unless agreed upon by FHR. STRUCTURE NO. BARREL SIZE NEENAH CASTING NO. /\ - The use of an excavator bucket with side cutter is not allowed when digging within close proximity to FHR. SITE AREA = 3.15 ACRES 0 5 10 20 30 - The following activities require prior review and approval by FHR engineering or designee: m. MH 1 48 R-1642B DISTURBED AREA = 2.54 ACRES Deep foreign crossings (subject to FHR pipeline depth). z CB 2 27" R-4342 EXISTING IMPERVIOUS AREA = 0.03 ACRES (1.0%) • Horizontal Scale In Feet Matting or soil to increase the material over the pipeline to support weight of excavating equipment, trucks, O MH 101 48 R-1642B POST CONSTRUCTION IMPERVIOUS AREA = 1.71 ACRES 54.3% - z ( ) 986 ,................................................................ 986 CONTROL STRUCTURE 48" R-1642B etc. POST CONSTRUCTION SITE COMPOSITE CURVE NUMBER = 81 Vibratory compaction within 25 feet of pipeline(s) J PIPELINE EASEMENTi. O U 984 ................................................................................................................................................................................................................................................................................................................................................................. 984 CONCRETE VALLEY GUTTER € \____ Q END OF VALLEY GUTTER 1 EXISTING GRADE NOTE: INSTALL INLET PROTECTION IN NEAREST LEGEND i - ' 982 982 DOWNSTREAM CATCH BASINS OR AS ' -1 PROPOSED GRADE REQUIRED BY THE CITY. • • 0 • PROPOSED CATCH BASIN BOUNDARY/ROW/BLOCK LINE Q J • 980 1........................................................................................................................................................................................... ...-.....-....-....1 980 o EASEMENT PROPOSED AREA DRAIN z _J • • o co PROPOSED CLEANOUT - BUILDING/PARKING SETBACK LINE ' Q Q EXISTING 10" GAS MAIN O J 978 978 4- PROPOSED HYDRANT SOIL BORING .. ... ° EXISTING GRADE PROPOSED GRADE •= PROPOSED GATE VALVE DRAINAGE ARROW 976 ..._I•............................................................................................................................................................................................................................................................................................................................... ............................................................ s76 PROPOSED STORM SEWER w EXISTING WATERMAIN 1-- ______ 7 PIPELINE EASEMENT I Z U EXISTING 18" GAS MAIN PROPOSED SANITARY SEWER S EXISTING SANITARY SEWER N O QU s74 0 ............................................................................................................................................................................................................................................................................................... .... ............. s74 PROPOSED WATERMAIN• • sT EXISTING STORM SEWER U EXISTING 12" GAS MAIN PROPOSED CONCRETE G EXISTING BURIED GAS LINE • 1 972 ' 972 0 PROPOSED BITUMINOUS E EXISTING BURIED ELECTRIC LINE -110501- PROPOSED CONTOUR G EXISTING BURIED COMMUNICATION LINE • 0°23.54) PROPOSED ELEVATION EO EXISTING BURIED FIBER OPTIC LINE o SILT FENCE 980 EXISTING CONTOUR SHEET NUMBER INLET PROTECTION DEVICE x 995.50 EXISTING ELEVATION 0 15 30 60 90 0 PROFILE VIEW OF SWALE CROSSING EXISTING GAS MAINS PROPOSED BUFFER ZONE Scale in Feet Cl 0 m ,1 HARD SURFACE SUPPORT POST ® 4' O.C. PUBLIC ROAD �. ..,•,,. r•. n N a4yl y.t.N•�_ Sp. uo N %1P0410.1.04�•�°�PAPla�k%••4 ` APPROVED MnDOT SILT FENCE FABRIC - N E .�•40.4.41.0'0R40 .0**. FASTEN TO STAKES 2' 0.C. I�1.��►1.i•l.L�,1L�•01:�•2L�•1.4� OPENING FOR LARGE EVENTS °o.Tf%'� �� FILTER FABRIC 1 /. I I I I ! : �' It in L0 o0 �4.�$ 0.41400, 0%/I74e/I�4e/I74e'►. °% �o�% HDPE INSERT BASKETS �o �� 7, •2 L , N ��'�� '� �' �� o f� r,o°O% SHOWN W/OUT FILTER BAGS '�Oo°O' • '�'��:��1 i�I�� I��i�%�i�` PERFORATED WALL •• 000�j;/,4 oo ��i��+ a W ,'•//°�.•e_�: •h•�° •: .'° •y u v c> ... oo aij /i a �/ 400 MICRON FILTER BAGS a o. - �.%:t ►� fir'ate' T o ,/ •4 c // a o °°°o°o. M w 3 +11 i Wela i t ....; ;.. .00..> REQUIRED INSIDE BASKETSAri I ° : . � oi/COMPACTED BACKFILLn1"-- .� /'SILT FABRIC TO BEOVER FILTER FABRIC ,all►' r ��01 WRAPPED AROUND,e, . lip. ! SCB IF NEEDEDHDPE INSERT BASKETS °p °c$o°oOr,\ Z d (♦��o• r►�' SHOWN W OUT FILTER BAGS wri� o• ' . > p .� _r / �. :e ,, \ ��FLOW �°) 'J 400 MICRON FILTER BAGS iii� � � �' W50' o o CATCH BASIN � In N _ ` REQUIRED INSIDE BASKETS ' //It �j y ty 1._r.1111-it . / / \/\/ �i-- ��e Q R o\ \� _ jr //VA/ / z 1.5" CLEAR ROCK TOP VIEW CROSS SECTION VIEW I� ��® �� R •i 7_t '� �, vp \ N\'\�\/ �11'�I.1�11'\ \/\ \\/\\� I 10' I Z �\ FRq _- Loo ��\ 1-1111 //A/ /�//A// III ►{I � ME 2X3 HDPE FRAME INSERT \� ...T•i��aiNgfeliNofae•osse gfee•seda �00a",•• .-,_ I MERGENCY \ /` ' av �' o v' �' ,' :�. :�,► NOTE: USE THIS TYPE OF INLET PROTECTION 2X3 HDPE FRAME INSERT \ W H ' i OVERFLOW PORTS EMERGENCY OVERFLOW PORTS Q c N 1i'.,. ,„it, it0, 0.9 + �0,ou,40.9 �•'�"goy, 1+'��',00,, BEFORE THE CASTING IS INSTALLED. -III-III-III-III-III-III-III-III-III-III-III-I I I-III-I II �I II -I 11= NOTE: USE THIS TYPE OF INLET PROTECTION AFTER THE CASTING IS INSTALLED. z I I-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-�I- I �I- 0 INLET PROTECTION 4 INLET PROTECTION W • o SILT FENCE ROCK CONSTRUCTION ENTRANCE (INFRASAFE OR EQUAL) (INFRASAFE OR EQUAL) a_ NO SCALE 0 NO SCALE NO SCALE C2 NO SCALE a PAVEMENT FINISHED GRADE jrz41 BASE FACE OF CURB o TOOLED CONTROL JOINT ® 5' MAX. R=0.5" f� (o UNLESS NOTED OTHERWISE a c, Iii Z 2.5" - BITUMINOUS WEAR COURSE, (SPWEA240B) R=3" R=0.5' APPROVED JOINT SEALANT O c rn TACK COAT, 2357 1 C _ R=3 t =1 CONCRETE 3'a-i- 3 I I-III-III-III��11= 1/2" 3' 2.5" - BITUMINOUS BASE COURSE, (SPNWB230B) 0.75"/FT • , •° ••I I1111I I II111I I II 11111I•I I 3/4" CHAMFER 3/8" v a�•�`� 8" - CLASS 5 (MNDOT 3138) • �� i, 4 1/2" O-� r . • • . • r ' ; • I I-III-III-I I 4- APPROVED SUBGRADE - ' II1=1I1=1I1= • �' • �' • 3/4" 0.75"/FT-� �- 0.75"/FT t O r ' ofi1400. 041.;•.••�!• •• ' • ' , I II I IIIII I IIIII I II I F _ ' ' t _ t t•:.d�°•teft#4 r, •. • • • ' ► • ' 1II I IIII r.. _ r t ° . �' 10 • i; ,�,.r .,.`r .,�- .. I I III-III-_ .. r ' y.• ��a�i��4� /• •A �• �a�, q� �I �4� �• -•_- - :III=_I1I 7,. -- a�' J• . t •� ino vo �of vo th , 1 I 1-III-11 36" .:��-•p- °.-•�\•.\ICI\ .••:r,�:.Ir��.-�r:•�:-•p S4:.-•�r ••.-•fir:•� -•fir:�� Ir:.��.-•fir - • i -. /�° ��./�° ��le/.- - s . =1 I 1 ♦ •' . . . ' C ••r t- ./r el .•. l- ••r �_ �/. �- ••. i- .•. 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III III-1 I I-I -I I , III-I I I� I I .III I I-III �_ ,., ._ . ._,�, �_ .., ._ �..., ._ . .� .r.•• .r.•• .r.•• 41, . 0 , . 0 .r.•• .r.•• .10 r.•• .r.••* - - - - I I- ,,. ,,. •,. ,,, •r ,.,�r .,�t ..,u ,.,�r .,�t ..,� r .,�r ..,�r .. .,�r ..,� Ell 1-1 I IIIIIIII I -IIIIIIIIII I -III-III- I IIIII I I -III '1 I_I I 6„ •IVAP APIVlA0494.�40"p.ouip 1....�•00% o f t�.. °. °.I ° ��.. °. °.1 °.��.. °. °.1�.. °. °.1 °_ �.. °. . -�i 1-III-III - . 1 I I I I •.,../. .,•../r,../:1./r .,.../. .,.. . .,.../. .,../. .,•...,.-/: ,. U >1 O �!•.•••♦•M_ �♦40 0 •4�.••.•0 :40�,•.•/i••.•I�••.•/�r 10�.4�•I�gge 11 1-11 1-1 11- - - 1 1 !. ! fir, �� 1: �� a /� N /: �� ! �� /: .r, �� ! °� �: c- ♦ . .. . . . • ♦ ,.. . . I I I_111-1 1TilI1 ,IIII1 .. : . .�4161144414,�� I.��II 04:j!014•�s104 ...:140 \/%/%y%/%/ //i�iyi� //i i//i�i/i� //�yi� / i/% " ., • 4" - SAND BASE is L 3 \.\ ,\ A \ ,\\\\<\ ,\ ,\ \ ,\ A \ ,\ A \ .\ A \ ,\ A \ .\ ,\ 12 g COMPACTED SUBGRADE CONCRETE a, o o° a) 20" 1/2" PRE-FORMED EXPANSION JOINT CLASS 5 (MNDOT 3138) -ca) E v v NOTE: PAVEMENT RECOMMENDATION PROVIDED BY TERRACON Note: Curb type B612 shown; similar for other curb types. 30' OC MAXIMUM OR AS OTHERWISE _ E co--F.. CONSULTANTS, INC. PROJECT NO. MP1 75059. Note: Where contours indicate, ignore 0.75"/ft slope indicated above SHOWN ON PLANS. ALSO INSTALL and match adjoining pavement slope to prevent gutter from "ponding". WHERE WALK ABUTS FIXED OBJECTS. 0 N N N PAVEMENT SECTION 6 B612 CONCRETE CURB & GUTTER0 CURB & GUTTER BEAVERTAIL 8 CONCRETE SIDEWALK 9 VALLEY GUTTER N M NO SCALE C2 NO SCALE NO SCALE C2 NO SCALE C2 NO SCALE in 1r►I 1.o o' o METAL "ACCESSIBLE PARKING" Ln SIGN R7-8, ONE PER STALL 15" OUTLET PIPE / \ 1 METAL "NO PARKING" SIGN ,L QO �� OQ CASTING A B i AR-213, ONE PER AISLE Q O^ O Q R-3067-VB (IN CURB) 2'x3' 4" NOTE: SIGNS SHALL BE i y �� R-3382 (IN VALLEY GUTTER) 2'x3' 4" INSTALLED 2.5' BEHIND EDGE OFyr cn BITUMINOUS UNLESS OTHERWISE 111:.iii o SHOWN ON THE PLAN 15" INLET PIPE DIMENSION FROM BACK OF CURB TO J M M iri NEENAH R-2573-1C - ci, - CENTER OF PIPE. (f) a m m OT-DIPPED GALVANIZED STEEL OR APPROVED EQUAL 0 0 U-CHANNEL POST (3 LBS/FT) m 4 DIA. MH - 9 IN FROM BACK OF CURBv v(3 WESTERLY POSTS) ;ems - 5' DIA. MH - 3" IN FROM BACK OF CURB N v v TOP - 983.0 6' DIA. MH - 3" BEHIND BACK OF CURB " 11,0j SPRINKLED BUILDING �3 DIA GALVANIZED STEEL POST 7 DIA. MH - 9 BEHIND BACK OF CURB N gl1 (SINGLE EASTERLY POST) 48 v UJ 8' DIA. MH - 15" BEHIND BACK OF CURB '\v/,` \\V,` \' %may/\%\X\\ N > 1 1 a s \ \ 6" DIA. ORIFICE o 0 \j'��\ \j i\ \ \ \/,\ WEIR WALL = 980.0 Mpg� \\\j\\// • \ \ \\�/ O ORIFICE INV = 979.0 OUTLET PIPE MIN. OF 2, MAX. OF 6 HDPE ADJUSTMENT Ln(i \\//\\! %\//\// RINGS. MAXIMUM 19" ADJUSTMENT, RINGS % 4, INV INV = 979.0 AND CASTING. j//\/ /\j\\j O INLET PIPE 5.. PLAN INSTALL I&I BARRIER. EXTERIOR SEAL _- FIRE SERVICE LINE :/-7j/\ \\ _m CONSISTS OF INFI-SHIELD UNI-BAND OR \\\\,,, ,.\. INV = 977.0 CONCRETE WEIR ENGINEER APPROVED EQUAL. F GATE VALVE AND BOX ______________.z< 10 ACCESSIBLE PARKING SIGN AND POST 11 CONTROL STRUCTURE DOMESTIC SERVICE LINE .;..:�. �� PRECAST REINFORCED CONCRETE SLAB. GATE VALVE OR CURB STOP CZ NO SCALE C2 NO SCALE _ "• WITH ROD AND BOX NOTE: DISTANCE OF GATE VALVE "A" s;\ AND CURB STOP FROM BUILDING TO BE o • i.. SEAL WITH 2 BEADS _ LOCATED 1.5 TIMES THE HEIGHT OF THE OF RAM-NEK. I BUILDING AWAY FROM STRUCTURE UNLESS CERTAIN CIRCUMSTANCES Posy PlantingMaintenanceVARIES "I'..?: PREVENT 1T. MODIFICATIONS APPROVED ;ram rr; MANHOLE STEPS, COPOLYMER POLYPROPYLENE BY FIRE MARSHAL OR FIRE CHIEF ONLY. TEAR ONE PLASTIC,WITH 1/2" GRADE 60 STEEL w ' REINFORCEMENT OR EQUAL, 16" ON CENTER. First year weed control is required to reduce the competition between weeds and prairie seedlings for water,light.and 1C '' J space.Seeded areas should be mowed approxi rnately three times during the first growing season to a height of four to CUT PIPE FLUSH WITH INSIDE 7 FACE OF WALL. GROUT DOGHOUSES L IJ six inches when the majority of weeds are in flower or when weeds reach a height of 10 to.12 inches., general rule INSIDE &OUTSIDE E PER MnDOT DOT 2506.2B2. TEE O U Ed • }:., _ VARIES PER VARIES PER of thumb,anything taller than 10 inches or in flower is a weed.Mowing this high will cut off the taller weeds while 17` PRECAST CONCRETE MANHOLE SECTIONS ~ J VARIES PER VARIES PER GATE VALVE Q J DEPTH DEPTH P perennials. S ;'l PER ASTM C478. ALL JOINTS IN MANHOLE L 10' DEPTH I WIDTH VARIES I DEPTH 10' .--° I miss) the shorter prairie rennials.Use a stria trimmer or eater on small areas and an off-set flail mower on " R/W INE Q 0larger areas.Flail mowers as opposed to rotary mowers,will chap up the weeds as they are cut instead of laying the cut TO HAVE "0" RING RUBBER GASKETS PER - - - - - - - - -- - rLL^� > NORMAL WATER LEVEL 1' weeds on to of,and possibly smothering,the aerie seedlings.Mow before theweeds set seed to prevent furthersoil Q� ASTM C443. LL v , 1:10 BENCH 4`P R P YP Qti contamination.Do not pull weeds in a first year seeded area as thiswill disturb the developing seedlings and - VI" . CREATE INVERT TO FLUSH U I-1-1 I 1:1 0 BENCH �' I J =111 979.0 I-I R ungerrn noted seed-In the fall of the firstgrowing season,maintain the vegetation at eight to ten inches through the I MATERIAL TO CENTER OF W ^ I- - _ _ 1=111 winter t4 insulate fire developing prairie seedlings and to help preventfmst heaving • STRUCTURE WATERMAIN0 J �.I�I_I=111=1 I I_I=1 - =111=1 I I1=�1ICII I Tr E -I-I-I-I-I-I- (n J �- -I I I I-III-I I I I -I I I I-III-I I I I-III-' r„ 3" GROUT PER MnDOT 2506.2B2. Q Q EP- YEAR TWO =11 111==111--TIE III1 I1=1I > P�_• 111=1I 11==1ICI--III1 11 III '' 9° IN -` � „ SEAL WITH 2 BEADS e� I_ 11-111=11 = 1 11-111-11 I,rl Darin the spring of the second year, mow the standing residual vegetation to the nand i n earl spring arrd rake off , .�' •"" �'` �5•",......, -`` : x' ;1� --7f \\- - g Pn gg y •':.,. .... ... t.:,••„•1..7 ,.. ;� •,.',.:_ OF RAM-NEK. 111=11 11- 4; I-I I 11- I.: :- .. : .: r.:.. . O I 111=1 I I 1=11 h the cuttings. If biennial weeds such as Sweet Clover area problem,mow again to approximately 12 inches When the _ _ PRECAST CONCRETE BASE 11-IIII I 11 11 11 I I- majority of weeds are in full flower but before they make seed. SECTION J Y �7I I I I-III-I I , , I I-III J L Q '11 IIIIII IIIIII IIIIII L� ,le -1 r -1 r -1 -III-I I I�I-III-I I I�I-III-I I I�I II WHAT TO E5[I�ECT DURING THE FIRST THREE FEARS L Q U I I I I-III=1I I I-III=1I I I-III=11' LAST REVISION: LAST REVISION: i1ITI=TH •Prairie seeds wil I often germinate over a period of two to three years.Some will appear the first year,while others mill s:: ;�; Q 11111 .. II_ III-ll ��•� JAN 2021 ��• JAN 2017 come up in the second and even third year after the initial planting_Most perennial prairie flowers and grasses will not •••• TYPE II •••• flower until their third or four-th full growing season.Perare is required when astoblishing Q prakie.gaze foifowthese Apple CATCHBASIN MANHOLE WITH SUMP Apple BUILDING SPRINKLER SERVICE 1 ►�IIe PLATE NO. SEED BUFFER AREA/SIDE SLOPES WITH MN directions coref ritrandgiveyour prairie time to develop. Perennial prairie plants devote most of their efforts in the first Valley PLATE NO. STO-5 S Valley SER-6 STATE SEED MIX NO. 33-261 © 35 LBS/ACRE few years to developing their famous root systems.They will riot be readily apparent in the first year,with little visible -•` J` ,, l • AND MNDOT TYPE 3 MULCH 0 2 TONS/ACRE above-ground growth. However,they are steadily building their"root bank accounts'to sustain them in future years. The deep roots of the prairie flawers and grasses give them long-term staying power that allows them to squeeze out annual and biennial weeds`,and return yearly for decades- i SHEET NUMBER n12 NURP POND CROSS SECTION C2 NO SCALE C2 SWPPP NOTESCD u 1. THE NATURE OF THIS PROJECT WILL CONSIST OF CONSTRUCTING A NEW SINGLE STORY BUILDING, BITUMINOUS PARKING LOT, NURP POND AND OTHER 20.CONCRETE WASHOUT AREA: z O ASSOCIATED SITE IMPROVEMENTS. 20.1. CONTRACTOR TO PROVIDE PORTABLE OR PREFABRICATED CONCRETE WASH-OUT CONTAINER WITH RAIN PROTECTION. SURFACE WATERS WITHIN 1 -MILE OF SITE ; u N 20.2. CONCRETE WASH-OUT TO BE IDENTIFIED WITH SIGNAGE STATING "CONCRETE WASHOUT AREA DO NOT OVERFILL". 's_ N ' E• O 2. THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES ARE AS FOLLOWS: 20.3. CONCRETE WASH-OUT WATER NEEDS TO BE PUMPED WITHIN 24 HOURS OF STANDING WATER IN WASH-OUT AREA. - u u u CC) _ CC L N C L _ 2.1. INSTALL VEHICLE TRACKING BMP. °i Z °' . N 2.2. INSTALL SILT FENCE & INLET PROTECTION AROUND SITE. 21.POLLUTION PREVENTION AND OTHER BMP'S: ,19 2 5 2.3. CLEAR AND GRUB SITE. 21.1. PESTICIDES, HERBICIDES, FERTILIZERS, TREATMENT CHEMICALS, ETC. MUST BE UNDER COVER. • LONG LAKE , u ., 3 J 2.4. STRIP AND STOCKPILE TOPSOIL. 21.2. HAZARDOUS MATERIALS (OIL, GAS, PAINT, ETC.) MUST BE PROPERLY STORED IN SEALED CONTAINERS AND MEET STATE SECONDARY .rn 4. ;re t l� 2.5. REMOVE PAVEMENTS AND UTILITIES. CONTAINMENT REQUIREMENTS. ,r,--z n l•..-o 2.6. ROUGH GRADE SITE. 21.3. PORTABLE TOILETS MUST BE SECURED. r ill - Z 2.7. IMPORT CLEAN FILL OR EXPORT CUT FOR SITE BALANCE. 21.4. ADEQUATE SPILL RESPONSE KIT AND DISPOSAL PLAN ON-SITE. SPILLS MUST BE CLEANED UP IMMEDIATELY. • Cle V c Q • 2.8. INSTALL UTILITIES. • 21.5. ALL MPCA LIQUID AND SOLID WASTE (CONCRETE, STUCCO, PAINT, CURES, ETC) WASHOUT REQUIREMENTS MUST BE MET ON SITE. 1'' Z d �' 2.9. INSTALL BUILDING FOUNDATIONS (AS REQUIRED). I ,;•I. `,1 \A' mm i I�, 2.10. INSTALL CURB AND GUTTER (AS REQUIRED). 22.EROSION PREVENTION PRACTICES: - _ CA ( N 2.11. INSTALL PAVEMENTS AND WALKS (AS REQUIRED). 22.1. STORM WATER CONVEYANCE CHANNELS SHALL BE ROUTED AROUND UNSTABIL/ZED AREAS. EROSION CONTROLS AND VELOCITY DISSIPATION = - i . , , , CI W c O 2.12. FINAL GRADE SITE. DEVICES SHALL BE USED AT OUTLETS WITHIN AND ALONG THE LENGTH OF ANY CONSTRUCTED CONVEYANCE CHANNEL. - .} _ *'j Q N. 00 2.13. SEED AND MULCH. 22.2. THE NORMAL WETTED PERIMETER OF ALL DITCHES OR SWALES, INCLUDING STORM WATER MANAGEMENT POND SLOPES, THAT DRAIN WATERS ,.. °� 2.14. INSTALL 810-ROLLS OR SILT FENCE AT BACK OF CURB OR PAVEMENT, AS NECESSARY THROUGH BUILDING CONSTRUCTION PROCESS. FROM THE SITE MUST BE STABILIZED WITHIN 200' OF ANY PROPERTY EDGE OR DISCHARGE POINT, INCLUDING STORM SEWER INLETS, WITHIN I ., - O RI 2.15. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY 24 HOURS OF CONNECTION. } _ r- THE REMOVAL. r "- I'3 t"s�r,` I F ►�) 22.3. TEMPORARY OR PERMANENT DITCHES OR SWALES USED AS SEDIMENT CONTAINMENT DURING CONSTRUCTION DO NOT NEED TO BE STABILIZED V� N 2.16. ENSURE FINAL STABILIZATION MEASURE ARE COMPLETE. DURING TEMPORARY PERIOD OF USE AND SHALL BE STABILIZED WITHIN 24 HOURS AFTER NO LONGER USED AS SEDIMENT CONTAINMENT. • ;Call r ','"' I -1 I . Q W 2.17. PROVIDE DIGITAL COPY OF ALL FIELD SWPPP DOCUMENTATION INCLUDING INSPECTION REPORTS AND SWPPP REVISIONS TO THE OWNER. 22.4. MULCH, HYDROMULCH, TACKIFIER, OR OTHER SIMILAR PRACTICE SHALL NOT BE USED IN ANY PORTION OF THE WETTED PERIMETER OF A . JOHNNY CAKE Z 2.18. SUBMIT NOTICE OF TERMINATION TO MPCA. NOTE: THE NOTICE OF TERMINATION MUST BE SUBMITTED TO MPCA BEFORE FINAL STABILIZATION IS TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALE SECTION WITH A CONTINUOUS SLOPE OF GREATER THAN 2 PERCENT. • CONSIDERED COMPLETE. 22.5. ENERGY DISSIPATION SHALL BE INSTALLED AT ALL TEMPORARY OR PERMANENT PIPE OUTLETS WITHIN 24 HOURS OF CONNECTION TO A RIDGE RD '�,. . : I- SURFACE WATER OR PERMANENT STORM WATER TREATMENT SYSTEM. Fld c -t_,!i 1!'UI,u"'u- • W girl llr- Ii nI • • ` O 3. SITE DATA: 22.6. THE CONTRACTOR SHALL PHASE CONSTRUCTION AND USE CONSTRUCTION METHODS TO THE EXTENT PRACTICAL TO MINIMIZE EXPOSED SOILS. F arl, .1' • 3.1. SITE ADDRESS: NORTHEAST CORNER OF THE INTERSECTION OF UPPER 147TH STREET WEST & JOHNNY THE PROJECT PHASING SHALL BE DOCUMENTED IN THE WEEKLY EROSION AND SEDIMENT CONTROL SCHEDULE. Eaatrlwsr Ea'.1 EL CAKE RIDGE ROAD, APPLE VALLEY, MN 55124 J Ilgll :Iioul = 3.2. SITE AREA: 3.16 ACRES 23.SEDIMENT CONTROL PRACTICES: ' 'Y,f. ;' . 3.3. AREA OF DISTURBANCE: 2.54 ACRES -'. [,• - rd 23.1. DOWN GRADIENT BMP'S, INCLUDING PERIMETER BMP'S, MUST BE IN PLACE BEFORE UP GRADIENT LAND-DISTURBING ACTIVITIES BEGIN AND _ _ 142nd 7' 3.4. PRE-CONSTRUCTION IMPERVIOUS AREA: 0.03 ACRES - },' �`"1" r}r}ff'� .r„hill, }, IT. , SHALL REMAIN IN PLACE UNTIL FINAL STABILIZATION. I.k,. k IthJ�r��.7r, s s ,- • - N 3.5. POST-CONSTRUCTION IMPERVIOUS AREA: 1.73 ACRES ` I•I.r„ ,:onrr;ir.rirr.1 ':,:il,- Rh51':t- 'rr 14'"r5 - - ..I ' 23.2. ALL BMP'S THAT HAVE BEEN ADJUSTED OR REMOVED TO ACCOMMODATE SHORT-TERM ACTIVITIES SHALL BE REINSTALLED OR REPLACED THE FzirIkt _ 3.6. PLANNED CONSTRUCTION START DATE: TBD c .. •EARLIER OF THE END OF THE WORK DAY OR BEFORE THE NEXT PRECIPITATION EVENT, EVEN IF THE ACTIVITY IS NOT COMPLETE. - c.'1".'';, - '' N 3.7. ESTIMATED CONSTRUCTION COMPLETION DATE: TBD 23.3. INLET BMP'S MAY BE REMOVED FOR SPECIFIC SAFETY CONCERNS. THE BMP'S SHALL BE REPLACED AS SOON AS THE SAFETY CONCERN IS = 1 '.� - = " ' - v -w c'r. •.1,'I SITE _ RESOLVED. THE REMOVAL SHALL BE DOCUMENTED IN THE SWPPP AS A SWPPP AMENDMENT. 3 - 'DIA `.' 'u N = O GENERAL SOIL TYPE: SAND(SP), SILTY SAND(SM) AND MINOR AMOUNTS OF SILT (ML) I•1•411'i St .'V 1 -.1 ' :, , a z 23.4. TEMPORARY STOCKPILES MUST HAVE SEDIMENT CONTROL BMP'S. THE CONTRACTOR SHALL PREPARE AND SUBMIT TO THE ENGINEER A SWPPP :,7�x.�_ ,�� • N AMENDMENT SHOWING THE LOCATION OF TEMPORARY STOCKPILES AND THE BMP'S FOR EACH STOCKPILE. THE SWPPP AMENDMENT MUSH MEET '-�1 r.,�i - AF{,w ''11`' 1 I,arrnn'I - 1 ,I' co Ow v N 4. THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE IDENTIFIED WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC. BEFORE CONSTRUCTION BEGINS. w a',11 B11v115i:3.". PP . .. C). O THE MINIMUM REQUIREMENTS OF SECTION 9 OF THE PERMIT. v..1116 ,tn11'us 1 ','.,11$} Bur, A Wei II,x11 I5b'".`4'J4' ''+"5} r C _ 3 to irr.= smluw II rt'hor.nt�� a L :, > i� CX 23.5. SOIL COMPACTION SHALL BE MINIMIZED AND TOPSOIL SHALL BE PRESERVED, UNLESS INFEASIBLE OR IF CONSTRUCTION ACTIVITIES DICTATE SOIL , - - E' I ,,,, = L O 5. NO DRAINAGE AREA TO BE MORE THAN FIVE (5) ACRES OF RUNOFF CAUSING THE NEED FOR A TEMPORARY SEDIMENT BASIN. I at''I) I;. ', r.,l'_ ';rillr_; i..y`-'rr ) v o � COMPACTION OR TOPSOIL STRIPPING, k i11t}Y. _ F 1 `'i . 4� - a Q I , c, - 23.6. THE USE OF POLYMERS, FLOCCULANTS, OR OTHER SEDIMENTATION TREATMENT CHEMICALS ARE NOT PROPOSED AS PART OF THIS SWPPP AS ANGrIz p�' r Z. f3u'ui`-=' I Irir i 1 I III, I +l+ _ • O-O r/► !alley BrF-iri¢==_ 4 vamr'ua - Ill (n,rO� 6. THE LOCATION OF INFILTRATION SYSTEMS SHALL BE CLEARLY MARKED ON SITE AND COMPACTION OF UNDERLYING SOILS SHALL BE AVOIDED. HEAVY .,.iil�i - 11,'tl; 't DESIGNED BY THE ENGINEER. IF METHODS OR PHASING OF CONSTRUCTION REQUIRE THE USE OF ANY OF THESE CHEMICALS, THE CONTRACTOR rsledi£ai1 g s '�+ O O EQUIPMENT, CONSTRUCTION TRAFFIC, CONSTRUCTION STAGING, AND ANY OTHER ACTIVITY RESULTING IN COMPACTION SHALL BE KEPT OUT OF THE 5'I';" �' :I. Bum .r I. �' L"-' L SHALL PREPARE AND SUBMIT TO THE ENGINEER A SWPPP AMENDMENT THAT MEETS THE MINIMUM REQUIREMENTS OF SECTION 09 OF THE C'-'"L'r < L IJFonor .7' t:elltar -''' N a. INFILTRATION PRACTICE. HEAVY EQUIPMENT SHALL NOT BE USED TO EXCAVATE INFILTRATION SYSTEMS UNLESS WORK IS COMPLETED FROM OUTSIDE OF PERMIT. '='Ii Nolinnal cn _+ i,.'` +6_ Bonk Apr THE INFILTRATION PRACTICE. a hlnrrard'a .4pd)r= 1/1 ,', ; ';. 4u�srar _ = �� O+' ApFb I':,}hl'_ I.im� F'Ilot r Vl(/) iL EJuc aI63n a 24.TEMPORARY SEDIMENTATION BASIN: .!eta V"IkH FrE+ah b'�111�1iii arinn r FIEy 4 - O N 7. ALL DISTURBED GROUND LEFT INACTIVE FOR SEVEN (7) OR MORE DAYS SHALL BE STABILIZED BY SEEDING OR SODDING (ONLY AVAILABLE PRIOR TO Crts'Will Sam: Br,_-; 1: �4ii R, r} '. . v_�` V t 24.1. A TEMPORARY SEDIMENTATION BASIN HAS NOT BEEN INCLUDED IN THIS SWPPP AS DESIGNED BY THE ENGINEER. IF A BASIN IS LATER km, . Tyrne, venial T , Ratlr '. - SEPTEMBER 15) OR BY MULCHING OR COVERING OR OTHER EQUIVALENT CONTROL MEASURE. I'linhaeI:, Club F'iF?Itrr? Vo.nrlai - - L J DETERMINED TO BE DESIRABLE OR NECESSARY, THE CONTRACTOR SHALL PREPARE AND SUBMIT TO THE ENGINEER A SWPPP AMENDMENT. ME.n;"rl Blue E 4. N N 4- TEMPORARY SEDIMENTATION BASINS SHALL MEET OR EXCEED THE MINIMUM REQUIREMENTS OF SECTION 14 OF THE PERMIT AND SHALL Bdt''1h I`t�rr' t'I �.+9 �'�;1U" """ �•err1y'."a'll -`,f14Y'LIT St v� -''O 8. ON SLOPES 3:1 OR GREATER, MAINTAIN SHEET FLOW AND MINIMIZE RILLS AND/OR GULLIES. SLOPE LENGTHS SHALL BE NO GREATER THAN 75 FEET. INCLUDE A BASIN DRAINING PLAN MEEDING OR EXCEEDING THE MINIMUM REQUIREMENTS OF SECTION 10 OF THE PERMIT. WHERE THE SITE 1 Ini"IT.e T1'I -nc31 rhs'1 to F''rrc"': :Ira pi" 1-11.Itday 15,D ` I1 .. O 0 N DISCHARGES TO SPECIAL AND/OR IMPAIRED WATERS, THE SWPPP AMENDMENT SHALL ALSO MEET OR EXCEED THE MINIMUM REQUIREMENTS OF I-.Iw alrLlr7 P. Iu(, ' r r• ' 9. ALL STORM DRAINS AND INLETS MUST BE PROTECTED UNTIL ALL SOURCES OF POTENTIAL DISCHARGE ARE STABILIZED. SECTION 23 OF THE PERMIT. -» ,,,,r ?.5 4.tp t:W 15�.th.k.s.;Snv . - E y o nyunx - L'aturnon _ E O Z MN Ant., I.I.I��ia1 P'iFbflc ti;re3t Frtna=_s h1111n r, s:911siHir4 10. TEMPORARY SOIL STOCKPILES MUST HAVE EFFECTIVE SEDIMENT CONTROL AND CAN NOT BE PLACED IN SURFACE WATERS OR STORM WATER 25.DEWATERING: _£inI r Mini .0�fi I I et tppla 1515r 8r',.•, CONVEYANCE SYSTEMS. TEMPORARY STOCKPILES WITHOUT SIGNIFICANT AMOUNT OF SILT, CLAY, OR ORGANIC COMPOUNDS ARE EXEMPT EX: CLEAN um..r`ja• ' 25.1. A DEWATERING PLAN HAS NOT BEEN INCLUDED IN THIS SWPPP AS DESIGNED BY THE ENGINEER. IF DEWATERING IS REQUIRED FOR THIS 151s1 5l ',� ,'BRA , , Vttllct �+ AGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES. PROJECT, THE CONTRACTOR SHALL PREPARE AND SUBMIT TO THE ENGINEER A SWPPP AMENDMENT. ALL DEWATERING SHALL MEET OR EXCEED AppI Tht} C'ecw k•IIL' -.- 'r.nik3 L. SU9rE fiHrJY Fiorito Depot I }' . N N THE MINIMUM REQUIREMENTS OF SECTION 10 OF THE PERMIT. Forn,' Filno;i - Fn111a<jt ,,. 11. SEDIMENT LADEN WATER MUST BE DISCHARGED TO A SEDIMENTATION BASIN WHENEVER POSSIBLE. IF NOT POSSIBLE, IT MUST BE TREATED WITH THE = I I �'trdlcal F�:gf ;,. ^ r--- APPROPRIATE BMP'S. 1 ti i I SI 'A •+. 1.'f li:2 COUNTY ROAD 42 f .4, �" 26.FINAL STABILIZATION: Kellii .f, - : Ih I hInr, ,I r. Tlc�Iirf i-','i - 26.1. FINAL STABILIZATION IS NOT COMPLETE UNTIL ALL THE FOLLOWING REQUIREMENTS HAVE BEEN MET: I=x,1, _ 12. SOLID WASTES MUST BE STORED, COLLECTED AND DISPOSED OF PROPERLY PER MPCA STANDARDS. 26.1.1.SUBSTANTIAL COMPLETION HAS BEEN REACHED AND NO GROUND DISTURBING ACTIVITIES ARE ANTICIPATED. • r_r r•n;;r•r'a St $ggrtrga� • 26.1.2.PERMANENT COVER HAS BEEN INSTALLED WITH AN ESTABLISHED MINIMUM UNIFORM PERENNIAL VEGETATION DENSITY OF 70 PERCENT OF ITS = .,. '. 'J' 13. EXTERNAL WASHING OF CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE PROPERLY CONTAINED. EXPECTED FINAL GROWTH. VEGETATION IS NOT REQUIRED IN AREAS WHERE NO VEGETATION IS PROPOSED BY THIS PROJECT SUCH AS Lax y 1 5311f F'' .^� F.�rF - - IMPERVIOUS SURFACES OR THE BASE OF A SAND FILTER. -1 ,.1! -4. . :,id 14. NO ENGINE DEGREASING IS ALLOWED ON SITE. 26.1.3.A000MULATED SEDIMENT HAS BEEN REMOVED FROM ALL PERMANENT STORM WATER TREATMENT SYSTEMS AS NECESSARY TO ENSURE THE 'ILv -' �r34 SYSTEM IS OPERATING AS DESIGNED. I I:1: L I1 1 I Y.11E5. 15. IN THE EVENT OF ENCOUNTERING A WELL OR SPRING DURING CONSTRUCTION, CONTRACTOR TO CEASE CONSTRUCTION ACTIVITY AND NOTIFY ENGINEER. 26.1.4.ALL SEDIMENT HAS BEEN REMOVED FROM CONVEYANCE SYSTEMS. -1'r, =1 '`:' E air =11.1. I 26.1.5.ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMP'S HAVE BEEN REMOVED. BMP'S DESIGNATED ON THE I•I .1 ,.,i. I--11 i .,1 '.'+' `'-.t.h.M-1 F 16. THE OWNER WHO SIGNS THE NPDES PERMIT APPLICATION IS A PERMITTEE AND IS RESPONSIBLE FOR COMPLIANCE WITH ALL TERMS AND CONDITIONS SWPPP TO REMAIN TO DECOMPOSE ON-SITE MAY REMAIN. . I, _ • OF THE PERMIT. THE OPERATOR (CONTRACTOR) WHO SIGNS THE NPDES PERMIT APPLICATION IS A PERMITEE FOR PARTS 2.B 2-F, PART 5, PART 6, 26.1.6.FOR RESIDENTIAL CONSTRUCTION ONLY, PERMIT COVERAGE TERMINATES ON INDIVIDUAL LOTS IF THE STRUCTURES ARE FINISHED AND • - • _ Fargo AND APPLICABLE CONSTRUCTION ACTIVITY REQUIREMENTS FOUND IN APPENDIX A, PART C OF THE NPDES PERMIT AND IS JOINTLY RESPONSIBLE WITH TEMPORARY EROSION PREVENTION AND DOWNGRADIENT PERIMETER CONTROL IS COMPLETE, THE RESIDENCE SELLS TO THE HOMEOWNER, ' ' I, r.. *,1I} :�± ,1,. '- • _ ul3eiiaruet ::4 L.krlr.g. THE OWNER FOR COMPLIANCE WITH THOSE PORTIONS OF THE PERMIT. AND THE PERMITTEE DISTRIBUTES THE MPCA'S "HOMEOWNER FACT SHEET" TO THE HOMEOWNER. '!., -_ COBBLESTONE LAKE '' '` r. 26.1.7.FOR AGRICULTURAL LAND ONLY (E.G., PIPELINES ACROSS CROPLAND), THE DISTURBED LAND MUST BE RETURNED TO ITS • --F I.+.I I.+.I 17. DOCUMENT RETENTION: PERMITTEE(S) MUST MAKE THE SWPPP, INCLUDING ALL INSPECTION REPORTS, MAINTENANCE RECORDS, TRAINING RECORDS AND PRE-CONSTRUCTION AGRICULTURAL USE PRIOR TO SUBMITTING THE NOTICE OF TERMINATION. :--' ! /� OTHER INFORMATION REQUIRED BY THIS PERMIT, AVAILABLE TO FEDERAL, STATE, AND LOCAL OFFICIALS WITHIN THREE (3) DAYS UPON REQUEST FOR r•-m-1, alit-1: '- F ;' - - .= V I O O I I:'+ 1, UU THE DURATION OF THE PERMIT AND FOR THREE (3) YEARS FOLLOWING THE NOTICE OF TERMINATION- 27.TERMINATION OF COVERAGE: 27.1. PERMITTE(S) WISHING TO TERMINATE COVERAGE MUST SUBMIT A NOTICE OF TERMINATION TO THE MPCA. ALL PERMITTEE(S) MUST SUBMIT A 18. SWPPP AMENDMENTS AND SUBMITTALS: NOTICE OF TERMINATION WITHIN 30 DAYS AFTER ONE OR MORE OF THE FOLLOWING CONDITIONS HAVE BEEN MET: U U 18.1. CONTRACTOR MUST PREPARE AND SUBMIT TO THE ENGINEER A SWPPP AMENDMENT AS NECESSARY TO INCLUDE ADDITIONAL BEST MANAGEMENT 27.1.1.FINAL STABILIZATION, PER SECTION 9 OF THE PERMIT HAS BEEN ACHIEVED ON ALL PORTIONS OF THE SITE FOR WHICH THE PERMITTEE IS CA 41 Id PRACTICES (BMP'S) TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS THE FOLLOWING SITUATIONS: RESPONSIBLE. CC CC 0 CI 18.1.1.UPDATE CONTRACT INFORMATION AND TRAINING DOCUMENTATION FOR CONSTRUCTION SWPPP MANAGER AND BMP INSTALLER. 27.1.2.TRANSFER OF OWNERSHIP AS DESCRIBED IN THE PERMIT. a a 18.1.2.THERE IS A CHANGE IN CONSTRUCTION METHOD OF PHASING, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS NOT RECEIVING WATERS MPCA COVERAGE LETTER ANTICIPATED DURING THE DESIGN OF THE SWPPP INCLUDING BUT NOT LIMITED TO: (PR /\T A LATER TER DATE) TE) 18.1.2.1. TYPES AND/OR LOCATION OF BMP'S RESPONSIBLE PARTIES /�••� �/••� /�••� 18.1.2.2. MATERIAL STORAGE AND SPILL RESPONSE NAME OF WATER BODY TYPE OF WATER BODY SPECIAL WATER IMPAIRED WATER 18.1.2.3. FUELING PLANS 18.1.2.4. LOCATION FOR STOCKPILES, CONCRETE WASHOUT, AND SANITATION FACILITIES THE CONTRACTOR AND OWNER WILL BE JOINT APPLICANTS UNDER THE MPCA'S GENERAL STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY AS REQUIRED BY 18.1.2.5. PROJECT PHASING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PHASE II PROGRAM. . 18.1.3.IT IS DETERMINED THAT THE SWPPP IS NOT ACHIEVING OBJECTIVES OF MINIMIZING POLLUTANTS IN STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL PROVIDE ONE OR MORE TRAINED CONSTRUCTION SWPPP MANAGER(S) KNOWLEGEABLE AND EXPERIENCED IN THE APPLICATION OF . 18.1.4.THE SWPPP IS NOT CONSISTENT WITH THE TERMS AND CONDITIONS OF THE PERMIT. EROSION PREVENTION AND SEDIMENT CONTROL BMP'S THAT WILL OVERSEE THE IMPLEMENTATION OF THE SWPPP, AND THE INSTALLATION, INSPECTION AND 18.1.5.THERE IS A CHANGE IN DESIGN, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS THAT HAS A SIGNIFICANT EFFECT ON MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL BMP'S. DISCHARGE. 18.2. THE CONTRACTOR MAY IMPLEMENT SWPPP AMENDMENTS IMMEDIATELY AND IS NOT REQUIRED TO WITH FOR ENGINEER REVIEW OF THE A CONSTRUCTION SWPPP MANAGER MUST BE AVAILABLE FOR AN ON-SITE INSPECTION WITHIN 72 HOURS UPON REQUEST BY THE MPCA. PERMANENT STORMWATER MANAGEMENT SYSTEM SUBMITTAL. THE RESPONSIBILITY FOR COMPLETENESS OF SWPPP AMENDMENTS AND COMPLIANCE WITH THE PERMIT LIES WITH THE CONTRACTOR. REVIEW, COMMENT, OR LACK OF COMMENT BY THE ENGINEER ON A SWPPP AMENDMENT SHALL NOT ABSOLVE THE RESPONSIBILITIES OF THE THE SWPPP DESIGNER, CONSTRUCTION SWPPP MANAGER, AND BMP INSTALLER MUST HAVE APPROPRIATE TRAINING- DOCUMENTATION SHOWING TRAINING CONTRACTOR IN ANY WAY. COMMENSURATE WITH THE JOB DUTIES AND RESPONSIBILITIES IS REQUIRED TO BE INCLUDED IN THE SWPPP PRIOR TO ANY WORK BEGINNING ON THE SITE. 18.3. IF A CHANGE ORDER IS ISSUED FORA DESIGN CHANGE THE SWPPP AMENDMENT WILL BE PREPARED BY THE ENGINEER AND INCLUDED IN THE TRAINING DOCUMENTATION FOR THE SWPPP DESIGNER IS INCLUDED BELOW. THE CONTRACTOR SHALL ATTACH TRAINING DOCUMENTATION TO THIS SWPPP FOR INFILTRATION/FILTRATION CHANGE ORDER. THE CONSTRUCTION SWPPP MANAGER AND BMP INSTALLER PRIOR TO THE START OF CONSTRUCTION. THIS INFORMATION SHALL BE KEPT UP TO DATE UNTIL X NURP POND 18.4. IN ADDITION TO SWPPP AMENDMENTS, THE CONTRACT SHALL SUBMIT TO THE ENGINEER WEEKLY EROSION AND SEDIMENT CONTROL SCHEDULE THE PROJECT NOTICE OF TERMINATION IS FILED. . REGIONAL PONDING MEETING THE REQUIREMENTS OF MNDOT 1717. . X 18.5. THE CONTRACTOR SHALL KEEP COPIES OF ALL SWPPP AMENDMENTS, WEEKLY EROSION AND SEDIMENT CONTROL SCHEDULES, INSPECTION LOGS, PERMANENT STORMWATER MANAGEMENT NOT REQUIRED OWNER:AND MAINTENANCE LOGS WITH THE FILED COPY OF THE SWPPP. A PDF COP OF THESE DOCUMENTS WILL BE PROVIDED ALONG WITH A COPY BY: RJT Enterprises of MN, LLP I 1 OF THE FINAL FIELD COPY OF THE SWPPP TO THE ENGINEER ALONG WITH THE SIGNED NOTICE OF TERMINATION WHEN FINAL STABILIZATION IS U NAME: Jeffrey R Tuthill L1J COMPLETE. TITLE: Owner ESTIMATED BMP QUANTITIES 5 -1 19. INSPECTION & MAINTENANCE PHONE: 952 432 2848 Cr J EMAIL: jeff.tuthil/@dicksvalleyservice.com Cr Q 19.1. A TRAINED PERSON SHALL ROUTINELY INSPECT THE ENTIRE SITE AT THE TIME INTERVAL INDICATED ON THIS SHEET OF THE SWPPP DURING _ ACTIVE CONSTRUCTION AND WITHIN 24-HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. UNIVERSITY OF M[�` .�,iTA DESCRIPTION QUANTITY UNIT _ 19.2. ALL INSPECTIONS AND MAINTENANCE CONDUCTED DURING CONSTRUCTION MUST BE RECORDED ON THE DAY IT IS COMPLETED AND RETAINED ROCK CONSTRUCTION ENTRANCE (1" - 2" WASHED ROCK) 50 TONS WITH THE SWPPP. INSPECTION REPORT FORMS WILL BE PROVIDED BY THE CONTRACTOR BUT A TEMPLATE CAN BE PROVIDED BY THE ENGINEER SWPPP DESIGNER: Nick Adam ROCK FENCE 980 L.F. . UPON REQUEST. BY: RENDER & ASSOCIATES, INC. INLET PROTECTION (PRE-CASTING) 2 EACH >' J NAME: NICHOLAS ADAM, P.E. Cl_.L h1 19.3. THE CONTRACTOR MAY REQUEST A CHANGE IN INSPECTION SCHEDULE FOR THE FOLLOWING CONDITIONS: INLET PROTECTION (POST-CASTING) 13 EACH TITLE: PROJECT ENGINEER EROSION CONTROL BLANKET (CATEGORY 20) X S.Y. ^ 19.3.1.INSPECTION OF AREAS WITH PERMANENT COVER TO BE REDUCED TO ONCE PER MONTH, _I LL 19.3.2.INSPECTION OF AREAS THAT HAVE PERMANENT COVER AND HAVE NO CONSTRUCTION ACTIVITY FOR 12 MONTHS TO BE SUSPENDED UNTIL PHONE: 651 337 6729 Design of Construction SWPPP (May 31 2025) EROSION CONTROL TRM (CATEGORY 72) 40 S.Y. ----I CONSTRUCTION RESUMES, EMAIL: NADAM@REHDER.COM �•/ ! `` 19.3.3.INSPECTION OF AREAS WHERE CONSTRUCTION IS SUSPENDED DUE TO FROZEN GROUND CONDITIONS, INSPECTION TO BE SUSPENDED UNTIL . THE EARLIER OF WITHIN 24 HOURS OF RUNOFF OCCURRING, OR UPON RESUMING CONSTRUCTION. :CONTRACTOR 19.4. NO CHANGE IN INSPECTION SCHEDULE SHALL OCCUR UNTIL AUTHORIZED BY THE ENGINEER (/') O 19.5. INSPECTIONS MUST INCLUDE: BY: APPRO Development, Inc. 19.5.1.ALL EROSION PREVENTION AND SEDIMENT CONTROL BMP'S AND POLLUTION MANAGEMENT MEASURES TO ENSURE INTEGRITY AND NAME: Jim Connelly EFFECTIVENESS. TITLE: ( 1 19.5.2.SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS FOR EVIDENCE OF EROSION AND SEDIMENT DEPOSITION. PHONE: 952-469-2171 19.5.3.CONSTRUCTION SITE VEHICLE EXIT LOCATIONS, STREETS AND CURB AND GUTTER SYSTEMS WITHIN AND ADJACENT TO THE PROJECT FOR EMAIL: jimc@opprodevelopment.com Q U SEDIMENTATION FROM EROSION OR TRACKED SEDIMENT FROM VEHICLES. SITE STABILIZATION COMPLETION: 19.5.4.INFILTRATION AREAS TO ENSURE THAT NO SEDIMENT FROM ONGOING CONSTRUCTION ACTIVITY IS REACHING THE INFILTRATION AREA AND STABILIZATION OF EXPOSED SOILS SHALL BEGIN IMMEDIATELY AND THAT EQUIPMENT IS NOT BEING DRIVEN ACROSS THE INFILTRATION AREA. CONSTRUCTION SWPPP MANAGER: SHALL BE COMPLETED AFTER THE CONSTRUCTION ACTIVITY HAS 14 DAYS 19.6. PERMITTEES MUST OBTAIN RAINFALL AMOUNTS BY EITHER A PROPERLY MAINTAINED RAIN GUAGE INSTALLED ONSITE, A WEATHER STATION THAT BY: TBD TEMPORARILY OR PERMANENTLY CEASED NO LATER THAN: IS WITHIN ONE (1) MILE OF THE SITE LOCATION, OR A WEATHER REPORTING SYSTEM THAT PROVIDES SITE SPECIFIC RAINFALL DATA FROM NAME: TBD RADAR SUMMARIES. TITLE: TBD 19.7. ALL NON-FUNCTIONING BMP'S AND THOSE BMP'S WHERE SEDIMENT REACHES ONE-HALF (1/2) OF THE DEPTH OF THE BMP, OR IN THE CASE PHONE: TBD OF SEDIMENT BASINS ONE-HALF (1/2) OF THE STORAGE VOLUME, MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED BY THE END OF THE EMAIL: TBD SITE INSPECTION INTERVAL: A TRAINED PERSON SHALL ROUTINELY INSPECT THE ENTIRE NEXT BUSINESS DAY AFTER DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW. CONSTRUCTION SITE DURING ACTIVE CONSTRUCTION AT AN 7 DAYS 19.8. PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL NONFUNCTIONAL BMP'S WITH FUNCTIONAL BMP'S BY THE END OF THE NEXT INTERVAL OF NO MORE THAN: BUSINESS DAY AFTER DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW. SHEET NUMBER 19.9. ANY SEDIMENT THAT ESCAPES THE SITE MUST BE REMOVED AND THE AREA STABILIZED WITHIN 7 CALENDAR DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL ACCESS IN WHICH CASE THE WORK SHALL BE COMPLETED WITHIN 7 CALENDAR DAYS OF AUTHORIZATION. PAVED SURFACES SUCH AS STREETS SHALL HAVE ANY ESCAPED OR TRACKED SEDIMENT REMOVED BY THE END OF THE DAY THAT IT IS DISCOVERED. SEDIMENT RELEASE, OTHER THAN PAVED SURFACES THAT CAN BE CLEANED UP WITH STREET SWEEPING SHALL BE REPORTED IMMEDIATELY UPON DISCOVERY TO THE ENGINEER. C3 19.10. SILT FENCE TO BE REPAIRED, REPLACED, SUPPLEMENTED WHEN NONFUNCTIONAL, OR 1/3 FULL, WITHIN 24 HOURS. / . :04 .\:- FEN.....—V-'--'I—"—::.,iC* I CE /✓ Q 2 - . -- STON • x , I `—CHAIN LINK FENCE— DRAINAGE & UTILITY EASEMENT • / i / / I x x x x x x x `x�x x x x x x x x x x x x x x x x x x x x x x x x x x x / • xy�x ` x x ` x x x x x x X x ES j • I. 977.9 p I I Cross Access Easement / / eSS�RE GI, �I� BUILDING SETBACK / ,(,,--,-- ir 0 984.5 �� J per Doc.3248857 /_____ ____ ___ NIGH PR , 1 1 I 1 r ,..... ....____,,,, _______ _____ ______ ........„ .. a) LL, / / aP / Xj , X I s 1. , x / /l0ed Pet a�at\able m a of Mtsc•63�pOD x�x ' I I W f V J / 3g329,3a0k6 \., ' aL erm i ' / location del �48 aid 9e r I G '--?We t Pet Coc er hoc' j r� v J Q x x / / '� "I Es Pepe\ �Patt a\\y Re\eased P Q' J / N S51. j DRAINAGE & UTILITY EASEMENT _ !� II / / PRESSVR�GPS / / I I G J x/ �/ CPUCION'NIGH / x I--1":4 It. LU Q 199 r -41:: .Q73.8 8.8 CB / / 0 0 0 Q • I x I % x , I Z " 0 / PROPOSED BUILDING Z U �_ Ir_i_j______, I / / \ FFE= 983.5 I EsV Ill I j x t\ I 0. 1 I—t x x Ct ❑ , \ Aerial Fire Truck 4X4\P 8ve ail wld th t 'HP OM�r�I�Bo�yound9hCk:arance }$fk Ili I 1 BUILDING SETBACK Track Widlh to.soft I Lock—to—lode lime 45.00 Max Wheel Angle 45.00' x II 1.0 Access Restriction Easement per Doc.2358858 t \ \ U il W PARKING SETBACK 7 x x I D �' • ✓ • 3 z I \ BUILDING SETBACK 3 ~ I I = LO O z x DRAINAGE & UTILITY EASEMENT 1t O I .. liD / I I — — /XX X X X X V — liks EMAPHORE C2 C h0 F0 C— LP �-. i �C I N o 12"—W-(RAW) _ T 12^—N�(RAW) = Z o _ d 0—ST d 03Ginko H d. MH MH CB 0 4"Oak 57ree Y V 8"—S I To 983.1 ��J✓✓ 6"—W o 981.3 4"Lndenti✓ y p Top 982.6 - p ` W N inv. 978.5 CB CB Qgo O Top 981.9 To 98 . Ns Top 980.7 ��op 980.2 id a Inv. 978.8 /nv 978.2 Inv. 977.4 _ °s co' Inv. 977, i UPPER 147THSTREET WEST — 1-1 vi gill ....... p ; N 3 1- _ etel ads o 0 20 40 80 120 Z U Nib- Scale in Feet cofa ra *ty ti 0 la cb Is e 1 `'I RI ..1 vo"A-1- 11111"" L 0 CO PROPER.\ \-\NE 0 e '• �, I 0 atone i. � � '~� 0 0.0 0 1- 1.0 e.i 6.4 - X 0. i I. growl.i 0.0 0.0 e.e 0.1 1.0 0.0 0.0 0.0 e - 0.0 PROPERTY LINE:35z-0"+/- r 1.1 1 1 1 e sue1 1.1 0.1 1. 1.1 1.% 0.0 0.0 0.0 0.0 .0 0.0 v0 11 IT, 11 11�/00 00 00 00 00 00 00 00 oo 00 00 00 00 00 01 01 01 01 01 01 0 0 01 01 01 01 01 01 01 1. s 1 �� EXIS 1.1 e.e • e .-• 0.e e.e e.e e.e e.e !A v e 1.1 • e 1.e e.e 0.e 0.e 0.e O. O. 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Z L.L.. ' 0 e s 1 1 I 0.1 i.0 0.0 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.3 . "0.9 1.8 2.1 1.9 1.6 1.6 2.1 2.8 3.9 5.7 8.4 10.1 11. H:1•�.0 9.9 7.9 5.5 3.9 2.9 2.3 2.0 2.1 2.2 1.6 0.0 z N 411- CONCRETE APRON AND 1.0 > W STOOP 111 ' ' 1./ 0.% 1 , 1 e 1.0 0.0 0.0 1.% 0.0 0.1 0.1 0.1 0.1 0.2, 1.3 2.4 362--J9 iL 3.8 3.6 3.5 2.8 2.2 2.0 2.5 3.1 4.2 5.8 7.5 8.2 r.8' 8.6 8.1 7.3 5.5 4.1 3.1 2.5 2.2 4 2.9 2.2 0.0 w O � r MH:28 w0 �� AUTO PARKING o 1.0 p Q li o e.0 0., 0.1 0.0-0:0 .0 0.1 0.1 0.1 0.1 0 .6 1.0 1.8 2.6 3.4 4.7 4.6 4.8 4.8 4.4 3.4 2.6 2.4 2.8 3.5 4.5 5.6 6.6 6.7 Q g.9 6.8 6.7 6.5 5.4 4.3 3.3 2.6 2.2 2.6 3.7 3.5 PROPOSED „, 0.0 Ow U 0 NrDO QQ 3r, 7 BUILDING z �i 1. 0. 0.1 0.1 0.2 0.3 1.0 1.8 2.1 2.1 2.0 2.7 3.6 4.5 4.7 4.6 4.9 4.9 4.3 3.4 2.8 2.6 3.0 3.7 4.7 5.7 6.3 6.3 �ti.6 6.5 663 5•`3ITUMINOUS PA ING 2 2 2.5 3'8 .1 0.0 e Q - o_i (BASE BI H:1s g. $` 153488 S. F. ° Z 1I § 0.1 0. O. 0.3 1.4 2.5 3830 3.9 3.7 3.6 3.1 2.7 3.0 3.8 4.6 4.8 4.8 4.4 3.8 3.2 2.8 2.6 2.6 3.0 3.7 4.6 5.7 6.4 6.5 -' 7 6.6 6.5 6.3 5.5 4.4 3.4 2.6 2.2 2.6 3.6 3.3 0.0 IVo 1.1 %i MH:28 c��l� 1.0 Z ' 0 ' 1.! 0.8 1. 2.6 3.5 4.8 4.6 4.8 4.9 4.7 3.7 3.1 3.0 3.4 3.6 3.4 3.0 2.6 2.4 2.2 2.2 2.2 2.3 2.8 3.4 4.4 5.8 7.1 7.5 7.8 7.5 7.0 5.5 4.2 3.2 2.6 2.2 2.4 2.8 2.1 0.0 _ 1.0 O o 1 . 0.7 1.3 .4 3.6 4.7 4.9 4.8 5.2 5.2 4.7 3.9 3.3 3S V R/�/��1 LOT 1.6 1.6 1.7 1.9 2.4 3.1 4.1 5.9 8.2 9.4 10.4 10.3 9.3 7.9 5.6 4.0 3.0 2.4 2.1 2.2 2.2 1.7 0.0 0.0 Revisions a !•� 6'HIGH OPAQUE FENCE TO RAGE C L 6 i ' 0.6 1. 1.7 2.8 3.9 4.9 5.2 5.3 5.0 4.5 4.0 3.7 3.4 3.2 2.9 2.5 2.1 1.7 1.6 1.5 1.5 1.5 1.5 1.7 2.0 2.5 3.3 4.5 5.4 10.7 1.5 10.6 5.4 4.4 3.2 2.5 2.0 1.9 2.2 2.5 1.8 0.0 /.4 CONC CURB AND GUTTER 36L-FT 1.0 0.7 1.2 c'2..0 3.0 3.9 4.4 4.3 4.1 3.8 3.7 3.7 3.6 3.5 3.3 3.0 2.6 2.3 2.0 1.8 1.8 1.8 1.7 1.6 1.7 2.0 2.6 3.7 5.3 7.8 9.3 10.1 H_"fL.2 9.2 7.5 5.1 3.5 2.6 2.0 1.8 2.2 3.2 .9 80'-0" :5':0" ! 5 1.0 TURF 0.8 1.4 7 3' 3.3 4.0 4.2 4.2 4.0 3.8 3.7 3.6 3. 3.5 3.4 3.3 3.1 2.9 2.7 2.6 2.5 2.4 2.1 1.7 1.6 1.9 2.4 3.3 4.7 6.2 6.8 7.2 7.1 6.7 6.1 4.5 3.2 2.4 1.9 1.6 2.2 3.6 0.0 1.5 ./i i BITUMINOUS PAVING(BASE BID) > -la_ 1.0 0.7 1. 2.4 3.6 4.6 5.1 5.3 5.1 4.8 4.3 4.0 3.6 3.5 3.8 4.1 4.5 4.6 4.5 4.3 3.8 3.2 2.5 1.8 1.6 1.7 2.2 2.9 3.8 4.6 4.7 4.9 4.8 4.7 4.5 3.7 2.8 2.1 1. Ab6ES�/ISL0.6 s.31 0.0 �1 L-WF 1.0 !'S\\\V :10 OFFICE t. 2.3 3.6 5.0 5.4 5.3 5.2 5.1 4.9 4.2 3.4 3.3 3.9 4.8 5.0 4.9 4.8 4.8 4.7 3.7 2.6 1.8 1.4 1.5 1.8 2.3 2.8 3.1 3.2 3.3 3.3 3.2 3.1 2.8 2.3 1.9 /�1.5 1.4 1.9 2.8 4.8 0.0 • �!. WF 1.0 / CONC CURB AND GUTTER 1e 1.61\ 1.' 2.0 3.2 4.2 4.9 4.9 4.7 4.9 4.3 3.7 3.1 2. ' 3.5 4.2 4.7 4.8 4.6 4.8 4.1 3.4 2.4 1.5 1.2 1.2 1.4 1.6 1.8 1.9 1.9 1.9 1.9 1.9 41.9 1.8 1.7 1.5 1.3 1.2 1.5 2.3 4.2 3.' 3.1 1.3 1.1 1.2 2.6 -3.1 1.5 0.8 100 ! 3 / 6-0"HIGH OPAQUE FENCE 04L 1 3 E, , ' 0.7 1.4 2.2 2.7 3.3 3.7 3.5 3.5 2.9 2.5 2.1 pLo\ 2.4 2.7 3.1 3.5ii_ MH 3.3 3.3 2.8 2.3 1.7 1.1 0.9 0.9 1.0 1.0 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.2 1.1 1.1 1.0 1.0 1.3 2.0 2.4 4.3 4.1 M�1 2.5 2.1 2.3 4.0 .112 2.8 1.4 1 5 1X 5 ' 1/. O. 1,4 0.5 �1 ; 1.5 0.7 ..0 u- ha IA. 0.7 1 6 I. 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Watts Total Watts e 2 14L-WF Single 1337 0.900 LADE-14L-40-WF-TR6R-SF-HAZ 14 28 H 2 04L Single 4547 0.900 XWM-3-LED-04L-40 30 60 H 3 08L Single 8605 0.900 XWM-FT-LED-08L-40 64 192Z ® ® 2 36L-FT Back-Back 38284 0.900 MRM-LED-36L-SIL-FT-40-70CRI 288 1152 ® 4 36L-FT-IL Single 24242 0.900 MRM-LED-36L-SIL-FT-40-70CRI-IL 288 1152 a) 2 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min 01) CalcPts_l Illuminance Fc 1.99 11.5 0.0 N.A. N.A. as a) Property Line Illuminance Fc 0.10 0.5 0.0 N.A. N.A. Scale : 1 inch= 30 Ft . O }i (13 CO > 11� cu c.) o These drawings are for conceptual use only and are not M lim Om intended for construction. Fixture runs and quantities l' <IC should be verified prior to order. Values represented are an approximation generated from manufacturers photometric inhouse or independent lab tests with data 2 4 x 3 6 supplied by lamp manufacturers. PM-1 :.. ..... '.5 CITY OF Apple Valley MEMO Public Works TO: Alex Sharpe, Planner FROM: Brandon S.Anderson, PE, City Engineer DATE: March 31, 2023 SUBJECT: Dick's Valley Service Site Plan Review per plans dated 03/27/2023 Alex, The following are comments regarding the Dick's Valley Service Preliminary Plans dated March 27, 2023. Please include these items as conditions to approval. General 1. All work and infrastructure within public easements or right of way shall be to City standards. 2. Provide a narrative of how the buildings will be constructed and any impacts.The narrative shall include the following: a. Shoring(if applicable) b. Material Storage. c. Haul routes to and from the site. d. Phasing 3. No construction work shall begin prior to a preconstruction meeting conference with a Public works and a Building Inspections representative. 4. Provide a copy of the approval letter from the Department of Labor and Industry(DOLT) prior to construction. 5. Public Work Department (952-953-2400) shall be notified a minimum of 48 hours for any required water main shut downs and/or connections. 6. A stormwater construction and maintenance agreement will be required as part of the development agreement. Permits 7. Provide a copy of the executed Minnesota Department of Health, Minnesota Pollution Control Agency, Met Council, Department of Labor and any other required permits prior to Building permit authorization. 8. A right of way permit will be required for all work within public easements or right of way. 9. A Natural Resource Management Permit (NRMP) will be required prior to any land disturbing activity commences. 10. Since the site will be disturbing more than 1 acre and creating more than 1 acre of new impervious.The applicant will be subject to the requirements of the State NPDES Construction Storm water Permit.The applicant must provide proof of permit. 11. A copy of the executed Encroachment Agreement with Magellan Pipeline for work occurring within easement area as indicated on plans prior will need to be obtained prior to any construction activity. Site 12. Fence post should be relocated away from drainage swale near parking lot or the concrete gutter pad swale should be moved to not directly discharge onto fence post to prevent scouring, erosion and likely trash and debris buildup. 13. No berms or Tree planting will be allowed over the exiting drainage and utility easement on the south and west side of side adjacent to Johnny Cake Ridge Road and Upper 147th Street due to existing fiber located with the easement. Berming over the boxes is prohibited for future access. Grading&Drainage Plan 14. Final Storm Water Pollution Prevention Plan (SWPPP)shall be included with plans and shall be reviewed and approved by City Engineer. 15. Final Grading Plans shall be reviewed and approved by City Engineer. Storm Sewer 16. Final locations and sizes of Storm Sewer shall be reviewed with the final construction plans and approved by City Engineer. 17. Provide storm sewer calculations for storm water requirements. (Rational method including Hydraulic grade lines). 18. The pipe along the east side of the building is shown in the drainage and utility easement and appears to collect drainage from multiple properties. If this is going to be public infrastructure then Pipe should be RCP per City standards and the easement width would need to be 15' minimum width and the pipe size would need to meet city minimum standards of 15". Sanitary Sewer and Water main 19. Final locations and sizes of Sanitary Sewer and Water main shall be reviewed with the final construction plans and approved by City Engineer. 20. Identify Irrigation service location(s) if applicable per SER-4. 21. Provide additional drawing showing required hydrant coverage for site. 22. Domestic water and fire service shall be split outside the existing building and the valves shall be located 1.5 times the height of the building away from the building or placed in location readily accessible per City of Apple Valley standard detail plate SER-6. Landscape and Natural Resources 23. Applicant should provide pre-treatment such as a rain guardian or sump to capture sediments and solids prior to reaching the proposed stormwater BMP. 24. Review quantities shown in the Landscape Planting Legend compared to quantities shown on the plan. For example,the legend states four honeysuckle shrubs are included, but the plan shows at least 16 along one frontage. 25. The City can provide a buffer sign detail and signs in conjunction with issuance of the NRMP. From: Nord,Alec > Sent:Thursday, March 9, 2023 9:04 AM To:Alex Sharpe<Alex.Sharpe@applevalleymn.gov> Subject: Dick's Valley Service: 147th &Johnny Cake Comment Alex. I would like to provide some comment regarding the planned Dick's Valley Service location at 147th & Johnny Cake Road. With respect to the landscape screening plan, specifically along 147th Street, my only comment would be to a desire to select coniferous tree species that when mature reach 25-30' in height. Thanks. UpU_ w IK+il Alec Nord Manager, Operations& Facilities Projects Uponor North America O M W uponor.com Uponor 5925-148th St.W. Apple Valley,MN 55124 CONFIDENTIALITY NOTICE:This email message,including any attachments,is for the sole use of intended recipient(s)and may contain confidential or proprietary information.Any unauthorized review,use,disclosure or distribution is prohibited.If you are not the intended recipient,immediately contact the sender by reply email and delete all copies of the original message on your system. v a _L _LCY Service Exterior Storage CUP Site Plan / Building Permit Authorization City Council Ape 4-27-2023 ■ Actions Requested 1 Adopt Resolution Approving Conditional Use Permit for Outdoor Storage on Outlot C, Apple Valley Wasatch (to be platted as Lot 1, Block 1, Dicks Valley Service) Adopt Resolution Approving Site Plan/Building Permit Authorization for 15,488 Sq. Ft. Mechanics Garage and Office ^"tneY ■ / f' j Site , a ,1 �� r ,Ili �. � i � 7 Locat1on ! 5 W r SITE a:.,_ ' - L\__ R 1. fr. V = - ii . C4 ' r i ,. >__ l ii. Q. ,. ci. ,. j. LLI 4/ .4.111 ! __� �, ' ,pple„ _ 147,'f H IM.1 ' J' Site . �EE .�s"� ry� m s. "''' _______ Plan � �� i �� — _i '— ��... t ems.;..hi w � °— --- L L Ig '_WQ°E '' — L voa.anw arc_'_� ii . .U I — ' � .,� .15,488 S.F.' z I _r z t O ii STORAGE LOT '` a °""�"` \ !�.,''r:' t•iiiiiiiiiiiiiiiiiiie .9 i .,.,,� Aso,� " L� I P. t. .,,...o.,� Apple INV � Valley UPPER 147TH STREET WES !I Civil Plan _ NURP f3ASfN yEGEA!@ 2•946E w/9'ME uNppT CAT.ry m. —;sou["'J�1 ��t `, ,. \ 165 REFER ML-9)9.0 ENO LILUN W114 FEmfE �— ` „xn.v LOU Ip tp Mt 12,723 9809�, i-DAMAGE h MIRY ~��.0 II 0. 5�E • >~ \ .00ON T4 Ed r1EG0.1 % - - -' F � .. . rx - -, i v,� A A • .. -_ r, r ❑III ; y 13 .00400._........... �1• Y+. ,I: �......_.._.......eult➢nlc sETaacx \ _ 1 ^M, 13 . :_. N -6i P4G O.T g t wss.." 165"- OE unxe n urnirc.seenr..vwE 6 - go' T * I \ •'1"° 98 Q 7�IGf PPE,im— i\eP e- , Ip •NIROL 4RLCnRBo. RCP w 9M,:.� q rI 'v' _ PROPOSED BUILDING p I j ,o I PPE=983.5 ib �. • 0 w =I6'ACE � }{ • WI l 1.¢z• �� r. 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Site Plan LEGEND_ - - Rt1E SRADED ARE4INDICATES AREA W RHIN STORAGE / 5 FEET- REDSHADEDAREAIN u,'"SFEREDEPARTMENTAGGESS AND TUFBI-ARODND PER INTERNATIONAL FIRE CODE - PROPERTY ME.ss r1, � , SECTION 503,PARAGRAPHS 503.2.1,503,2.3,503.2.4,503.2.5 ' Fpsd? us -, / ' NEIGHeORG PROPERTY FENCE s-GH Ck1NLNK twe FE GG EASEMENT I�IUR I I� f �14 E PREU �` _ . GHWA E / ' - STOPIMATER6FNA lm +�•� — ✓ I/ ` _ ` ws -.'r'''' \'' A I ` �� Vie=YY ;�• / / �AUGPARKNc oPA E,ENEE ;•• 11 1 F. CONCRETE APRON STOOPS "tee ;►\ ` `�AePAPKNc R� ;e: yK• I k�l � �,� 4� ��,��\ , s�., A�roR .o NW PROPOSED r p RE. %% . i,,�� VSwL'S \'''.—o BUILDING: aasElNpsPAw� :: •r LT, line.S '1�1�i�� ', �1 �','� '� �RowPG cL�EowNP. � � ��1°a°cEAREa° ,�, :3:4 . r l�'�' / TRUCK \ :�:titii:°: •,�.. STORAGE LOT o AREAE,N�GO. .,.E Anlia . "�"Yt�;� r a I, Ir � i r ! �p al S' IT�� m' i ' A��UUDUUUUUUU ' x: pp=: '0 i ,�g l�� uN A\\\\\\\V •.:•.:�" A Valle1l I. III UUl11 1111 ill 1 1 ICI Ill I.u_fN ' •� ,Iuu. `� u ——— \ ————' ��.�'Y :Y J�G s METER y � I x °•. SEE DS,PEPLANFen 110 — N x x ❑ TURFOUNDATION PWJiNGs 5 NGPAF!` , n -L NP I I Screening for CUP _0. ,„ ,r- .. Existing Dick's Valley ` site — 146th & Foliage I q , \ ------ 111 13%At ...gf*.' 41141it 14, Fence Example only `.,, i s:_n ^+s= APPIe AaaN' ,ti + Val ley F.. r r1� r f Site Cross Section PROPOSED PROPOSED 6 FENCE LINE OF SIGHT 6'EL EVERGREEN TREE PARKING PROPOSED TOP OF BERM SETBACK ELEVATION 985.5 994 -1 994 PROPERTY LINE 992 1 1 ____ 992 986 .. ;/"-------\+, WO 1 986 It— — — —I , n r r 1-111—984 982 — 11111— —111 111 111 111-1111 111 111 11 #7111 111 111 1111 111 111-111 982 Iliiiill 111 111, i 11 111 111 111 111 111 HIE —111-111— 11-111-111 98D EASEMENT LINE EXISTING PATH :::::: APPiell — EXISTING CURB& PROPOSED CURB Valley GUTTER &GUTTER CROSS SECTION VIEW OF BERM ON JOHNNY CAKE RIDGE ROAD Site Cross Section PROPOSED PROPOSED 6'FENCE LINE OF SIGHT 6'H- EVERGREEN TREE PARKING SETBACK PROPOSED TOP OF BERM ELEVATION 985.25 994 I 994 PROPERTY LINE 992 -_ -- 992 990 _ - ---r---_ - A 990 y • 988 ; I H. - • 988 ti , 986 I ; �; 986 984 oAX— 3. T M l — I~ ,.4 II Iff 1ff I 1I If 1IH [f 982 - .-f f ---1-f -1-1-=---I F f--=---1- 1-1-1-=---I-F 1--=--1-1-F 1-f 984 I-f f- H-Fl f I- 1-1- -41- -F FH-F1-�-=--I-F f 982 980 I I I I l=l I I III— —I I ll IIIIII— ' l I l—=I I l—=I I I-1 I I —III-1 I —III— oRn _ EASEMENT LINE I I\ EXISTING PATH Apple EXISTING CURB& PROPOSED CURB Valley GUTTER &GUTTER WEST CROSS SECTION VIEW OF BERM ON UPPER 147TH STREET WEST Building Elevations West 1 I PAWL,MP 1 PPE-FlY METH - .... —_ Tow 21'-4' eio PIRE-MST PANES STANDARD RAKE E4P-OSED.G FM. TROWELLED WM FINISH E SEDOF �� PRE-A,.ml CMGS WI ELEC AtTENNE- ... eulwe-m _ ALTERNATE n TROWELLED BAND _ - - _ 11V-0"V FINISH WONT FINISH ALIGL FICED WINDOW III 11 - I 1 — I i cmw[FIRST FLoo0 oo'-o East w uw. _ I f I _ T.C.WALL • \ -. —. ..-.... I MEZZANN_-\[ ALTEtlyr1 ...ove amp aura @1 Apple„ N PR Kr P1,1341.1 'NN9E V FIASTFLcOU-VcF y1 Building Elevations ___, V P#SH.LEM p fB :. (;)PAIRPET CAP Ek, r-j�.J T6-a 12 I I _T.O_WRY PRECAST PANEL AxPrn..-p ArroAEfATE SF1'-A'ii I TIMID-I. Tall North ,.1 I ! j I I I 1 r TROWELLED 64ND I f MEZZANINE- f _ ALTE f .. --- .. 1.. I T➢'RNATE 7-3TA"TAR7 RISE EXFaC I FP - - r TROWELLED aNarm. CCNC FLIED STL FVE HF11AMII)-FT. I ��TR0reiaED H4061H FIN LS-Iri'<.I:1N FCL ENT PATTERN 1 I I FIRST FLOG Df STk SE LiETAL 4Bl RC1CF 7NLNINGAGGREGATE -p'\ /19) �_CAP PREF77.MEAL PARAPET i . 1 I //�__ T.O.WAL OIL DGOR W'ELEC.OPERATOR AL�GL I TR6'hTLE+�BM1hC -� ST37EiONT t /I[W 411 RxE3wasnah >5 MEP2ANIFlE- 1111 SoUthY EiA I __ 4LTERFA CGNCFLLED S7L _ice .. PIPE BULLARDHGLL4RD-PT. S'AM/ 0LAAL`RANE . 1 1T6'- ':•:'.' • GRADE - COORAh6FPANF- Apple I IFil ... . . l Valley Fr } TRGri ELE7ZARGFMISR. ��INPRINT FIIIS L EXPOSED A.GG REG li-' FIRST FLOOR j1 Toa--m F. Public Hearing and Planning Commission Two neighboring businesses expressed desire for ample screening of the exterior storage of vehicles. Cross sections demonstrate pedestrians and vehicles from adjacent roadways unable to view internal storage area. A condition of the resolution is that vehicles stored on site must not be visible from adjacent roadways. April 5, 2023: Planning Commission unanimously recommended apple Vat, approval of CUP and Site Plan/Building Permit Actions Requested Adopt Resolution Approving Conditional Use Permit for Outdoor Storage on Outlot C, Apple Valley Wasatch (to be platted as Lot 1, Block 1, Dicks Valley Service — to be completed later) Adopt Resolution Approving Site Plan/Building Permit Authorization for 15,488 Sq . Ft. Mechanics Garage and Office Questions for Staff? Apple • ITEM: 5.C. ..... ••• Apple COUNCIL MEETING DATE: April 27, 2023 Valley SECTION: Regular Agenda Description: Recognition of Apple Valley's "City of the Year"Award from the Minnesota Real Estate Journal Staff Contact: Department/ Division: Tom Lawell, City Administrator Administration Department ACTION REQUESTED: Acknowledge receipt of the "City of the Year" Award from the Minnesota Real Estate Journal. SUMMARY: The Minnesota Real Estate Journal hosts an annual awards ceremony to recognize exceptional commercial real estate projects and communities in over 30 categories. The City of Apple Valley was recognized as "City of the Year" during this year's ceremony held on April 20, 2023. BACKGROUND: The City was selected for this honor as a result of several milestone accomplishments, including being the site of multiple key development projects, achieving green globe certifications for new and updated City buildings, holding two AAA bond ratings, hosting engaging community events throughout the year for residents, and more. Recent large development projects to note in Apple Valley include: • The ongoing redevelopment of a 400-acre mining area into a mixed-business campus • Roers Company completing a 172-unit apartment and townhome called Risor of Apple Valley • Frito-Lay food company working with Scannell Properties to construct a 177,600 sq. ft. warehouse/distribution center on a 16-acre parcel • The highly anticipated construction of a Mexican Restaurant and Market called Homshuk Kitchen and Bodega 42 Market • Improving the City's Central Maintenance Facility, Municipal Golf Course and Fire Stations to better serve residents while also being green globe-certified, sustainable facilities • The Minnesota Zoo's construction of Treetop Trail, an elevated walking path that follows the Zoo's old monorail tracks—which will also be the world's longest elevated pedestrian loop Apple Valley Mayor Clint Hooppaw and Planning and Economic Development Specialist Alex Sharpe were present at the Minnesota Real Estate Journal's awards ceremony on April 20 to receive the award. In accepting the award on behalf of the City, Mayor Hooppaw remarked: "Our goal has always been to make Apple Valley into a community for a lifetime—a place where residents can continue to live, work, and play for years and years to come. We are fortunate to have many private projects making investments in our City, bringing some very welcome growth and job opportunities. We pride ourselves in taking every opportunity we can to strategize, improve, and redevelop to continue exceeding the needs of our community." BUDGET IMPACT: N/A •••• ITEM: 7. ..... S..• Apple COUNCIL MEETING DATE: April 27, 2023 Valley SECTION: Calendar of Upcoming Events Description: Approve Calendar of Upcoming Events Staff Contact: Department/ Division: Stephanie Marschall, Deputy City Clerk City Clerk's Office ACTION REQUESTED: Approve the calendar of upcoming events as listed in the summary below, and noting each event listed is hereby deemed a Special Meeting of the City Council. SUMMARY: Day/Date Time Location Event Wed./Apr. 26 9:00 a.m. Municipal Center Firefighters Relief Association Board Meeting Thur./Apr. 27 4:30-6:30 p.m. Northern Safety Chamber Business After Hours Technology Thur./Apr. 27 6:15 p.m. Fire Station 2 Groundbreaking Ceremony Thur./Apr. 27 7:00 p.m. Municipal Center Regular City Council Meeting* Fri./Apr. 28 8:00-10:30 a.m. Dakota County Dakota County: Backstage Judicial Center Pass 11:00 a.m.-1:00 Bogart's Chamber Monthly Luncheon- Wed./May 3 p m Entertainment State of the City Address Center Wed./May 3 7:00 p.m. Municipal Center Planning Commission Meeting Thur./May 4 6:00 p.m. Municipal Center Informal Parks & Recreation Advisory Committee Meeting Thur./May 4 7:00 p.m. Municipal Center Regular Parks & Recreation Advisory Committee Meeting Wed./May 10 8:00-9:00 a.m. Cassia Apple Valley Chamber Coffee Connection Villa Wed./May 10 7:00 p.m. Municipal Center Traffic Safety Advisory Committee Meeting Thur./May 11 5:00 p.m. Redwood Park Arbor Day Tree Planting Ceremony Thur./May 11 5:30 p.m. Municipal Center Informal City Council Meeting Thur./May 11 7:00 p.m. Municipal Center Regular City Council Meeting* Tue./May 16 9:00 a.m. Crystal Lake Golf Chamber Golf Tournament Club Wed./May 17 7:00 p.m. Municipal Center Planning Commission Meeting Wed./May 24 9:00 a.m. Municipal Center Firefighters Relief Association Board Meeting Tl__--- lT A___ e1C Tr A T.i__A_7-_ rnur.irviay L,3 o:uu p.m. iviuiueipai 'enter tLti ivieeLing Thur./May 25 7:00 p.m. Municipal Center Regular City Council Meeting* Mon./May 29 City Offices Closed Memorial Day BACKGROUND: Each event is hereby deemed a Special Meeting of the City Council, the purpose being informational or social gathering. Only events marked with an asterisk (*) will any action of the Council take place. BUDGET IMPACT: N/A