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HomeMy WebLinkAbout01/26/2023 Meeting :.L ••••• Meeting Location: Municipal Center Apple 7100 147th Street West Valley Apple Valley, Minnesota 55124 January 26, 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 January 12, 2023, Regular Meeting B. Approve State Gambling Exempt Permit for Apple Valley Ducks Unlimited, Chapter 185, at Bogart's Entertainment Center, 14917 Garrett Avenue, on April 8, 2023 C. Approve State Gambling Exempt Permit for Dakota County Voiture 1457, at American Legion, Post 1776, 14521 Granada Drive, on March 17, 2023 D. Approve State Gambling Exempt Permit for Minnesota Darkhouse & Angling Association Metro Chapter, at Apple Valley American Legion, 14521 Granada Avenue, on March 5, 2023 E. Receive Independent Audit Report on Police Department's Body Worn Cameras F. Approve Reduction of Financial Guarantee G. Adopt Resolution Setting Public Hearing at 7:00 p.m. on February 23, 2023, for Vacation of Drainage and Utility Easements on Lot 1, Block 1 Southport Fourth Addition(7125 151 st Street W.) H. Approve Agreement with Johnson Litho Graphics of Eau Claire, Ltd., for 2023 City Newsletter Printing and Mailing I. Approve Personnel Report J. Approve Claims and Bills 5. Regular Agenda Items A. Introductions and Oaths of Office of Deputy Police Chief Greg Dahlstrom and Police Lieutenants Alan Spillers and Sean Zauhar B. Central Maintenance Facility - 2022 Expansion on Lot 1, Block 2, Eastview Addition(6442 140th Street W.) 1. Accept Apple Valley Planning Commission Resolution No. 2022- 02 Finding Capital Improvements to Central Maintenance Facility Conform to the City's 2040 Comprehensive Plan 2. Adopt Resolution Approving 1.2% Variance to Allow Increased Building Coverage from 20.8% to 22% 3. Adopt Resolution Approving 10' Variance for Parking Lot Addition Setback from 140th Street W. from 20' to 10' 4. Adopt Resolution Approving 15' Variance to Reduce Drive Aisle/Circulation Area Setback from Flagstaff Avenue from 20' to 5' 5. Adopt Resolution Approving 15' Variance to Reduce Drive Aisle/Circulation Area Setback from West Property Line from 20' to 5' 6. Adopt Resolution Approving Site Plan/Building Permit Authorization for Four Building Addition Projects Totaling 45,500 Sq. Ft. and Site Improvements C. Adopt Resolution Approving Site Plan/Building Permit Authorization to Construct 5,090 Sq. Ft. Retail Building on Lot 2, Block 1, Cobblestone Lake South Shore 9th Addition 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: January 26, 2023 Valley SECTION: Consent Agenda Description: Approve Minutes of January 12, 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 January 12, 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 January 12, 2023 Minutes of the regular meeting of the City Council of Apple Valley, Dakota County, Minnesota, held January 12, 2023, at 7:00 o'clock p.m., at Apple Valley Municipal Center. 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, Acting Community Development Director Lovelace, 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. Everyone took part in the Pledge of Allegiance to the flag. OATHS OF OFFICE The City Clerk administered the oath of office to Mayor Hooppaw, Councilmember Bergman, and Councilmember Melander. APPROVAL OF AGENDA MOTION: of Grendahl, seconded by Bergman, 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 Melander, seconded by Goodwin, approving all items on the consent agenda with no exceptions. Ayes - 5 -Nays - 0. CONSENT AGENDA ITEMS MOTION: of Melander, seconded by Goodwin, approving the minutes of the regular meeting of December 22, 2022, as written. Ayes - 5 -Nays - 0. CITY OF APPLE VALLEY Dakota County, Minnesota January 12, 2023 Page 2 MOTION: of Melander, seconded by Goodwin, approving issuance of a Temporary Event License in connection with a community festival to LSP Ventures, Inc., d/b/a Rascals Apple Valley Bar& Grill, for use on February 4, 2023, outdoors at Johnny Cake Ridge Park-West, 14255 Johnny Cake Ridge Road, as described in the City Clerk's memo. Ayes - 5 -Nays - 0. MOTION: of Melander, seconded by Goodwin, adopting Resolution No. 2023-1 designating Dakota County Tribune as the official newspaper of the City of Apple Valley for the year 2023. Ayes - 5 -Nays - 0. MOTION: of Melander, seconded by Goodwin, adopting Resolution No. 2023-2 designating U.S. Bank NA as the official depository for City funds for the year 2023. Ayes - 5 -Nays - 0. MOTION: of Melander, seconded by Goodwin, adopting Resolution No. 2023-3 designating as additional depositories and financial security dealers for City funds for the year 2023: Wells Fargo Securities, LLC; Wells Fargo Bank,NA; 4M Fund;Northland Securities, Inc.; RBC Capital Markets Corporation; Robert W. Baird& Co., Inc.; Moreton Capital Markets, LLC; U.S. Bancorp Investments, Inc.; Old National Bank; Merchants Bank, NA; and MidCountry Bank. Ayes - 5 -Nays - 0. MOTION: of Melander, seconded by Goodwin, adopting Resolution No. 2023-4 designating U.S. Bank Institutional Trust as Safekeeping Custodian. Ayes - 5 -Nays - 0. MOTION: of Melander, seconded by Goodwin, adopting Resolution No. 2023-5 designating the City's website as the official website for the dissemination of solicitations of transportation project bids in 2023. Ayes - 5 -Nays - 0. MOTION: of Melander, seconded by Goodwin, adopting Resolution No. 2023-6 authorizing electronic funds transfer transactions. Ayes - 5 -Nays - 0. MOTION: of Melander, seconded by Goodwin, adopting Resolution No. 2023-7 authorizing expenditure of fiscal year 2023 opioid settlement funds. Ayes - 5 -Nays - 0. MOTION: of Melander, seconded by Goodwin, adopting Resolution No. 2023-8 amending 2023 operating budget for uncompleted 2022 projects and specific carryover items. Ayes - 5 -Nays - O. MOTION: of Melander, seconded by Goodwin, adopting Resolution No. 2023-9 approving the application for fiscal year 2023 Community Development Block Grant (CDBG) Funding. Ayes - 5 -Nays - 0. MOTION: of Melander, seconded by Goodwin, approving the reduction of financial guarantees for Orchard Place 2nd Addition from $109,406.00 to $96,263.00 and CITY OF APPLE VALLEY Dakota County, Minnesota January 12, 2023 Page 3 Lakeside of Diamond Path from$202,500.00 to $75,000.00, as listed in the Community Development Department Assistant's memo. Ayes - 5 -Nays - 0. MOTION: of Melander, seconded by Goodwin, appointing Clint Hooppaw and Pamela Gackstetter as statutory members to the Apple Valley Firefighters Relief Association(AVFRA) Board of Trustees for the year 2023, as described in the City Clerk's memo. Ayes - 5 -Nays - 0. MOTION: of Melander, seconded by Goodwin, adopting Resolution No. 2023-10 approving a Conditional Use Permit for on-sale liquor for QRA Enterprises, LLC, d/b/a X-Golf Apple Valley, 7541 148th Street W. Ayes - 5 -Nays - 0. MOTION: of Melander, seconded by Goodwin, adopting Resolution No. 2023-11 approving a one-year extension of Conditional Use Permit and site plan and building permit authorization for U-Haul of Apple Valley. Ayes - 5 -Nays - 0. MOTION: of Melander, seconded by Goodwin, approving the Agreement for 2023 Sentence to Service (STS) Program Work Crews with Dakota County, in the amount not to exceed $27,417.00, and authorizing the Mayor and City Clerk to sign the same. Ayes - 5 -Nays - O. MOTION: of Melander, seconded by Goodwin, accepting 2022 Education Partnership Building Roof Replacement for Schmitt Music Storage, as complete and authorizing final payment on the agreement with A Plus Roofing Co., in the amount of$35,250.00. Ayes - 5 -Nays - 0. MOTION: of Melander, seconded by Goodwin, approving the personnel actions as listed in the Personnel Report dated January 12, 2023. Ayes - 5 -Nays - 0. MOTION: of Melander, seconded by Goodwin, to pay the claims and bills, check registers dated December 14, 2022, in the amount of$927,751.85, December 21, 2022, in the amount of$924,917.65, and December 28, 2022, in the amount of$923,653.78. Ayes - 5 -Nays - O. END OF CONSENT AGENDA X-GOLF APPLE VALLEY ON-SALE LIQUOR LICENSES Ms. Gackstetter reviewed the application by QRA Enterprise, LLC, d/b/a X-Golf Apple Valley, for On-Sale Intoxicating Liquor and Special License for Sunday Liquor Sales. The restaurant is located at 7541 148th Street W. She noted receipt of the affidavit of publication of the hearing notice. The Police Department completed background investigations and found no reason the licenses could not be authorized at this time. CITY OF APPLE VALLEY Dakota County, Minnesota January 12, 2023 Page 4 Mayor Hooppaw called the public hearing to order at 7:06 p.m. to consider the application by QRA Enterprise, LLC, d/b/a X-Golf Apple Valley, for On-Sale Intoxicating Liquor and Special License for Sunday Liquor Sales. The Mayor asked for questions or comments from the Council and the audience. There were none and the hearing was declared closed at 7:07 p.m. MOTION: of Goodwin, seconded by Bergman, adopting Resolution No. 2023-12 approving issuance of a 2023 On-Sale Intoxicating Liquor License and Special License for Sunday Liquor Sales to QRA Enterprise, LLC, d/b/a X-Golf Apple Valley, for premises located at 7541 148th Street W. Ayes - 5 -Nays - 0. Mr. Ben Feret, owner of X-Golf Apple Valley, addressed the City Council and commented on their facility. He said they are excited to bring X-Golf to Apple Valley. It is their biggest location and a great place to play golf year around in Minnesota. He invited everyone to stop in to try it in the next couple months. SSA GROUP, LLC, CONCESSIONAIRE ON-SALE LIQUOR LICENSES Ms. Gackstetter reviewed the application by SSA Group, LLC, for Concessionaire On-Sale Intoxicating Liquor and Special License for Sunday Liquor Sales. The applicant will be the concessionaire for the Minnesota Zoo located at 13000 Zoo Boulevard. She noted receipt of the affidavit of publication of the hearing notice. The Police Department completed background investigations and found no reason the licenses could not be authorized at this time. Mayor Hooppaw called the public hearing to order at 7:10 p.m. to consider the application by SSA Group, LLC, for Concessionaire On-Sale Intoxicating Liquor and Special License for Sunday Liquor Sales. The Mayor asked for questions or comments from the Council and the audience. There were none and the hearing was declared closed at 7:11 p.m. MOTION: of Goodwin, seconded by Grendahl, adopting Resolution No. 2023-13 approving issuance of a 2023 Concessionaire On-Sale Intoxicating Liquor License and Special License for Sunday Liquor Sales to SSA Group, LLC, for premises located at 13000 Zoo Boulevard. Ayes - 5 -Nays - 0. ORCHARD PLACE 4TH ADDITION Mr. Lovelace reviewed the request by HJ Development, LLP, and Rockport, LLC, for approval of a preliminary plat that will subdivide 18.9 acres into two lots and two outlots; rezoning of Lot 1, Block 1, Orchard Place 4th Addition, from"SG" (Sand and Gravel)to "RB" (Retail Business); rezoning of Lot 2, Block 1, Orchard Place 4th Addition, from"SG" (Sand and Gravel"to "LB" (Limited Business); and a site plan/building permit authorization to allow for construction of a 6,366 sq. ft. vet clinic on Lot 1, Block 1, and a two-story/56,595 sq. ft. medical office building on Lot 2, Block 1. The property is located on the northwest corner of 155th Street W. and Pilot Knob Road. He said the Planning Commission voted unanimously to recommend approval of this project. CITY OF APPLE VALLEY Dakota County, Minnesota January 12, 2023 Page 5 MOTION: of Bergman, seconded by Grendahl, adopting Resolution No. 2023-14 approving the subdivision by preliminary plat of Orchard Place 4th Addition into two lots and two outlots, as recommended by the Planning Commission. Ayes - 5 -Nays - 0. MOTION: of Melander, seconded by Grendahl, passing Ordinance No. 1116 rezoning Lot 1, Block 1, Orchard Place 4th Addition, from"SG" (Sand and Gravel) to "RB" (Retail Business). Ayes - 5 -Nays - 0. MOTION: of Goodwin, seconded by Grendahl,passing Ordinance No. 1117 rezoning Lot 2, Block 1 and Outlot B, Orchard Place 4th Addition, from"SG" (Sand and Gravel)to "LB" (Limited Business). Ayes - 5 -Nays - 0. MOTION: of Grendahl, seconded by Melander, adopting Resolution No. 2023-15 approving the site plan and authorizing issuance of a building permit to allow construction of a 6,366 sq. ft. veterinary clinic on Lot 1, Block 1, Orchard Place 4th Addition, with conditions as recommended by the Planning Commission. Ayes - 5 -Nays - 0. MOTION: of Bergman, seconded by Goodwin, adopting Resolution No. 2023-16 approving the site plan and authorizing issuance of a building permit to allow construction of a 56,595 sq. ft. medical office building on Lot 2, Block 1, Orchard Place 4th Addition, with conditions as recommended by the Planning Commission. Ayes - 5 -Nays - O. The Council welcomed them to the City and commented on their beautiful buildings. 2023 ACTING MAYOR Ms. Gackstetter introduced this item. MOTION: of Grendahl, seconded by Bergman, adopting Resolution No. 2023-17 appointing Councilmember Goodwin to serve as Acting Mayor, in the absence of the Mayor, for the year 2023. Ayes - 5 -Nays - 0. CEMETERY ADVISORY COMMITTEE VACANCY Ms. Gackstetter reviewed her memo regarding the vacancy on the Cemetery Advisory Committee as a result of the passing of Committee Member David Kemp. The vacancy is for a three-year term expiring March 1, 2024. She said the Council may wish to extend an invitation to individuals interested in serving on this Committee to submit an application to the City Clerk by February 17, 2023. MOTION: of Melander, seconded by Grendahl, directing staff to post the Cemetery Advisory Committee vacancy, and inviting individuals interested in serving on the Committee to submit an application to the City Clerk by February 17, 2023. Ayes - 5 -Nays - 0. CITY OF APPLE VALLEY Dakota County, Minnesota January 12, 2023 Page 6 COMMUNICATIONS Mr. Carlson reviewed the activities scheduled for Mid-Winter Fest on February 4, 2023, at Johnny Cake Ridge Park—West. Mr. Lawell said Tom Lovelace has served the City over 28 years and has done a remarkable job. On behalf of the City, he presented Mr. Lovelace with a marble apple commemorating his years of service and congratulated him on his well-deserved retirement. On behalf of the City Council, Mayor Hooppaw then presented Mr. Lovelace with a key to the City. Councilmember Melander stated that while he served on the Planning Commission, he heard many presentations by Tom Lovelace, and he always did a great job. The Council thanked Mr. Lovelace for his service and wished him the best in retirement. Councilmembers Bergman and Goodwin commended the Streets crew on the excellent job they have been doing clearing the streets from snow and ice. Councilmember Goodwin said he was sad to learn former Councilmember and Mayor Bill Holton and former Councilmember Ginny Sterling passed away last week. The Council wished condolences to the Holton and Sterling families. CALENDAR OF UPCOMING EVENTS MOTION: of Grendahl, seconded by Goodwin, 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. CLOSE MEETING Mayor Hooppaw requested a motion to close the meeting under the exceptions to the open meeting law to develop or consider offers or counteroffers for the possible purchase of Parcel ID Number 01- 47900-01-010. MOTION: of Bergman, seconded by Melander, to enter into a closed meeting and convene in closed session to develop or consider offers or counteroffers for the possible purchase of Parcel ID Number 01-47900-01-010. Ayes - 5 -Nays - 0. The Council convened in the Regent Conference Room at 7:45 p.m. In attendance were Mayor Hooppaw; Councilmembers Bergman, Goodwin, and Grendahl; City Administrator Lawell; City Clerk Gackstetter; City Attorney Dougherty; Deputy Police Chief Dahlstrom; Police Chief Francis; Finance Director Hedberg; and Public Works Director Saam. The meeting was tape recorded as required by law. The Council reconvened in open session at 8:14 p.m. MOTION: of Goodwin, seconded by Grendahl, to adjourn. Ayes - 5 -Nays - 0. CITY OF APPLE VALLEY Dakota County, Minnesota January 12, 2023 Page 7 The meeting was adjourned at 8:15 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: January 26, 2023 Valley SECTION: Consent Agenda Description: Approve State Gambling Exempt Permit for Apple Valley Ducks Unlimited, Chapter 185, at Bogart's Entertainment Center, 14917 Garrett Avenue, on April 8, 2023 Staff Contact: Department/ Division: Pamela J. Gackstetter, City Clerk City Clerk's Office ACTION REQUESTED: Approve issuance of a lawful gambling exempt permit, by the State Gambling Control Board, to Apple Valley Ducks Unlimited, Chapter 185, for use on April 8, 2023, at Bogart's Entertainment Center, 14917 Garrett Avenue, and waiving any waiting period for State approval. SUMMARY: Apple Valley Ducks Unlimited, Chapter 185, submitted an application for a gambling event to be held at Bogart's Entertainment Center, 14917 Garrett Avenue, on April 8, 2023. The application is on file should you wish to review it. BACKGROUND: Exempt permits to conduct lawful gambling activities, on five or fewer days in a calendar year, for qualified nonprofit organizations, are issued by the State Gambling Control Board. Issuance is subject to approval or denial by the city in which the gambling activity is to be conducted. BUDGET IMPACT: N/A • ITEM: 4.C. ..... :�. Apple COUNCIL MEETING DATE: January 26, 2023 Valley SECTION: Consent Agenda Description: Approve State Gambling Exempt Permit for Dakota County Voiture 1457, at American Legion, Post 1776, 14521 Granada Drive, on March 17, 2023 Staff Contact: Department/ Division: Pamela J. Gackstetter, City Clerk City Clerk's Office ACTION REQUESTED: Approve issuance of a lawful gambling exempt permit, by the State Gambling Control Board, to Dakota County Voiture 1457, for use on March 17, 2023, at American Legion, Post 1776, 14521 Granada Drive, and waiving any waiting period for State approval. SUMMARY: Dakota County Voiture 1457, submitted an application for a gambling event to be held at American Legion, Post 1776, 14521 Granada Drive, on March 17, 2023. The application is on file should you wish to review it. BACKGROUND: Exempt permits to conduct lawful gambling activities, on five or fewer days in a calendar year, for qualified nonprofit organizations, are issued by the State Gambling Control Board. Issuance is subject to approval or denial by the city in which the gambling activity is to be conducted. BUDGET IMPACT: N/A • ITEM: 4.D. ..... :�. Apple COUNCIL MEETING DATE: January 26, 2023 Valley SECTION: Consent Agenda Description: Approve State Gambling Exempt Permit for Minnesota Darkhouse &Angling Association Metro Chapter, at Apple Valley American Legion, 14521 Granada Avenue, on March 5, 2023 Staff Contact: Department/ Division: Pamela J. Gackstetter, City Clerk City Clerk's Office ACTION REQUESTED: Approve issuance of a lawful gambling exempt permit, by the State Gambling Control Board, to Minnesota Darkhouse & Angling Association Metro Chapter, for use on March 5, 2023, at Apple Valley American Legion, 14521 Granada Avenue, and waiving any waiting period for State approval. SUMMARY: Minnesota Darkhouse & Angling Association Metro Chapter, submitted an application for a gambling event to be held at Apple Valley American Legion, 14521 Granada Avenue, on March 5, 2023. The application is on file should you wish to review it. BACKGROUND: Exempt permits to conduct lawful gambling activities, on five or fewer days in a calendar year, for qualified nonprofit organizations, are issued by the State Gambling Control Board. Issuance is subject to approval or denial by the city in which the gambling activity is to be conducted. BUDGET IMPACT: N/A ••:. ITEM: 4.E. ..... :�. Apple COUNCIL MEETING DATE: January 26, 2023 Valley SECTION: Consent Agenda Description: Receive Independent Audit Report on Police Department's Body Worn Cameras Staff Contact: Department/ Division: Police Chief Nick Francis Police Department ACTION REQUESTED: Receive the independent audit report on the use of body-worn cameras (BWC) by the Apple Valley Police Department. SUMMARY: The Apple Valley Police Department deployed body-worn cameras (BWC) in February 2019. Minnesota State Statute 13.825 requires a biennial audit. Specifically, 13.825(9a) states: "A law enforcement agency must maintain records showing the date and time portable recording system data were collected and the applicable classification of the data. The law enforcement agency shall arrange for an independent, biennial audit of the data to determine whether data are appropriately classified according to this section, how the data are used, and whether the data are destroyed as required under this section, and to verify compliance with subdivisions 7 and 8. If the governing body with jurisdiction over the budget of the agency determines that the agency is not complying with this section or other applicable law, the governing body may order additional independent audits. Data in the records required under this paragraph are classified as provided in subdivision 2" An independent audit was conducted by Lynn Lembcke Consulting. This is the second biennial audit completed. All BWC data captured between September 22, 2020 through September 30, 2022 was examined. The audit found no discrepancies between our department's BWC use and state mandates. The department is required to provide this audit report to the City Council as well as the Legislative Commission on Data Practices and Personal Data Privacy along with numerous other state officials no later than 60 days following completion of the audit. The audit report was electronically provided to all required recipients. BACKGROUND: N/A BUDGET IM PACT: This mandated audit was conducted at the cost of$2,000. ATTACHMENTS: Report INDEPENDENT AUDIT REPORT Nick Francis Chief of Police Apple Valley Police Department 7100 147th St. W. Apple Valley, MN 55124 Dear Chief Francis: An independent audit of the Apple Valley Police Department's Portable Recording System (body-worn cameras (BWCs))was conducted of October 11, 2022. The objective of the audit was to verify Apple Valley Police Department's compliance with Minnesota Statutes §§13.825 and 626.8473. Data elements the audit includes: Minnesota Statute §13.825 • Data Classification • Retention of Data • Access by Data Subjects • Inventory of Portable Recording System Technology • Use of Agency-Issued Portable Recording Systems • Authorization to Access Data • Sharing Among Agencies Minnesota Statute §626.8473 • Public Comment • Portable Recording System Policy The Apple Valley Police Department is located in Dakota County, Minnesota and employs forty- six (46)peace officers. The Apple Valley Police Department utilizes Panasonic Arbitrator body- worn cameras and software and stores the BWC data on a local file server. The audit covers the time period September 23, 2020, through September 30, 2022. Audit Requirement: Data Classification Determine that the data collected by BWCs are appropriately classified. Apple Valley Police Department BWC data is presumptively private. All BWC data collected during the audit period, is classified as private or non-public data. The Apple Valley Police Department had no instances of the discharge of a firearm by a peace officer,use of force that resulted in substantial bodily harm, requests from data subjects for the data to be made accessible to the public, or court orders directing the agency to release the BWC data to the public. No discrepancies noted. Audit Requirement: Retention of Data Determine if the data collected by BWC's are appropriately retained and destroyed in accordance with statutes. The Apple Valley Police Department utilizes the General Records Retention Schedule for Minnesota Cities and agency specified retention periods in the Arbitrator 360° Back-End Client software system. Either during, or at the conclusion of a BWC recording, an Arbitrator classification is assigned. Each Arbitrator classification has an associated retention period. Upon reaching the retention date, data is systematically deleted. Deletion of data is captured in the server log. A sever log report of all BWC data collected and deleted during the audit period was provided. Randomly selected records from a server log report were reviewed, and the date and time the data was created was verified against the deletion date. Each of the records were deleted or maintained in accordance with the record retention. All randomly selected records were retained for at least the minimum of 90 days as required by statute. The Apple Valley Police Department had received no requests from data subjects to retain BWC data beyond the applicable retention period. BWC video, meta data, and audit trails are purged from the Arbitrator 360° Back-End Client upon reaching the specified retention period. Supervisors monitor BWC data for proper categorization to ensure BWC data are appropriately retained and destroyed. No discrepancies noted. Audit Requirement: Access by Data Subjects Determine if individuals who are the subject of collected data have access to the data, and if the data subject requests a copy of the data, other individuals who do not consent to its release must be redacted. BWC data is available to data subjects and access may be requested by submission of an Apple Valley Police Department Data Request Form. During the time period September 23, 2020, through September 30, 2022, the Apple Valley Police Department had received no requests to view BWC data but did fulfill requests for copies of BWC data from data subjects. Data subjects who had not consented to release of data were redacted. Data Request Forms are maintained in the case file. No discrepancies noted. Audit Requirement: Inventory of Portable Recording System Technology Determine the total number of recording devices owned and maintained by the agency; a daily record of the total number of recording devices actually deployed and used by officers, the policies and procedures for use of portable recording systems by required by section 626.8473; and the total amount of recorded audio and video collected by the portable recording system and maintained by the agency, the agency's retention schedule for the data, the agency's procedures for destruction of the data, and that the data are available to the public. Apple Valley Police Department's BWC inventory consists of sixty-seven (67) devices. Police officers are assigned body cameras. An inventory of the total number of devices owned by the agency is maintained within Arbitrator 360° Back-End Client. The inventory included the device serial number, date and time of last upload, the capacity (GB), the remaining record time (min), the officer's name, the version, the charge (%), and the status. The Apple Valley Police Department BWC policy governs the use of portable recording systems by peace officers while in the performance of their duties. The Department's BWC policy requires officers to perform a function test of their BWC at the beginning of each shift and to report any malfunction discovered during the check, or at any time thereafter, to his/her supervisor. During implementation,peace officers were trained on the use of BWC's during in-service training. New officers are trained as part of their field training program. Randomly selected dates from the patrol schedule were verified against the server log report and confirmed that BWCs are being deployed and officers are wearing and activating their BWCs. A review of the total number of BWC videos created per quarter and a comparison to calls for service shows a consistent collection of BWC data. A server log report details the total amount of BWC data created, deleted, and stored/maintained. The Apple Valley Police Department utilizes the General Records Retention Schedule for Minnesota cities and agency specified retention in Arbitrator 360°. BWC video is fully deleted from the Arbitrator 360° Back-End Client and local file server upon reaching the scheduled deletion date. The server maintains deleted BWC meta data. BWC data is available upon request, and access may be requested by submission of an Apple Valley Police Department Data Request Form. No discrepancies noted. Audit Requirement: Use of Agency-Issued Portable Recording Systems Determine if peace officers are only allowed to use portable recording systems issued and maintained by the officer's agency. The Apple Valley Police Department's BWC policy states that Officers may only use Department-issued BWCs in the performance of official duties. No discrepancies noted. Audit Requirement: Authorization to Access Data Determine if the agency complies with sections 13.05, Subd. 5, and 13.055 in the operation of portable recording systems and in maintaining portable recording system data. Supervisors conduct reviews of BWC data to ensure that BWC data is properly categorized and that BWCs are being used in compliance with policy. Reviews are documented in Smart Sheets software. Nonpublic BWC data is only available to persons who work assignment reasonably requires access to the data. User access to BWC data is managed by the assignment of group roles and permissions in Arbitrator 360° Back-End Client. Permissions are based on staff work assignments. IT, under the direction of the Police Department, is responsible for managing the assignment of user rights. The agency's BWC policy governs access to and sharing of data. Personnel are authorized to access BWC data only when there is a business need for doing so and are prohibited from accessing or sharing BWC data for non-law enforcement related purposes. Access to BWC data is captured in the audit trail. When BWC data is deleted from Arbitrator 360° Back-End Client, its contents cannot be determined. The Apple Valley Police Department has had no security breaches. A BCA CJIS Security Audit was conducted in December of 2021. No discrepancies noted. Audit Requirement: Sharing Among Agencies Determine if nonpublic BWC data shared with other law enforcement agencies, government entities, or federal agencies is in accordance with statute. The Apple Valley Police Department's BWC policy allows for the sharing of data with other law enforcement agencies,prosecutors, courts and other criminal justice agencies as provided by law. Law enforcement agencies, government entities, or federal agencies seeking access to BWC data submit a written request. Sharing of BWC data is documented in the case file. No discrepancies noted. Audit Requirement: Biennial Audit Determine if the agency maintains records showing the date and time the portable recording system data were collected, the applicable classification of the data, how the data are used, and whether data are destroyed as required. The Arbitrator 360° Back-End Client and a database server log report document the date and time portable recording system data was collected. All BWC data for the audit period is classified as private or non-public data. The audit trail and the case file document how the data are used and shared. Active BWC data within the Arbitrator 360° Back-End Client includes a classification with an associated retention period and a scheduled deletion date. No discrepancies noted. Audit Requirement: Portable Recording System Vendor Determine if portable recording system data stored in the cloud, is stored in accordance with security requirements of the United States Federal Bureau of Investigation Criminal Justice Information Services Division Security Policy 5.4 or its successor version. Apple Valley Police Department BWC data is stored on a file server. The server is stored in a secure location and access is password protected. The server is continually backed up. No discrepancies noted. Audit Requirement: Public Comment Determine if the law enforcement agency provided an opportunity for public comment before it purchased or implemented a portable recording system and if the governing body with jurisdiction over the budget of the law enforcement agency provided an opportunity for public comment at a regularly scheduled meeting. The Apple Valley Police Department solicited for public comment on the agency's website. The Apple Valley City Council held a public hearing at their November 29, 2018, meeting. No discrepancies noted. Audit Requirement: Body-worn Camera Policy Determine if a written policy governing the use of portable recording systems has been established and is enforced. The Apple Valley Police Department's BWC policy is posted on the agency's website. The policy was compared to the requirements of Minn. Stat. § 626.8473. The agency's policy includes all minimum requirements of Minn. Stat. § 626.8473, Subd. 3. No discrepancies noted. This report was prepared exclusively for the City of Apple Valley and Apple Valley Police Department by Lynn Lembcke Consulting. The findings in this report are impartial and based on information and documentation provided and examined. Dated: December 29, 2022 Lynn Lembcke Consulting ,[Grp/ L .[PCs. Lynn Lembcke • ITEM: 4.F. ..... :�. Apple COUNCIL MEETING DATE: January 26, 2023 Valley SECTION: Consent Agenda Description: Approve Reduction of Financial Guarantee Staff Contact: Department/ Division: Breanna Vincent, Department Assistant Community Development Department ACTION REQUESTED: Approve reduction of financial guarantee. SUMMARY: The City holds numerous financial guarantees to ensure the installation of certain improvements in new developments, as well as to assure protection of natural resources. Staff review of the status of these developments indicates that the following action is in order: 1. Eagle Brook Church Cash Check No.151046 (PC21-25-B) Original Deposit on 2/17/2022 for $125,000.00 Current Balance $125,000.00 Reduce now to $25,000.00 BACKGROUND: N/A BUDGET IMPACT: N/A • ITEM: 4.G. ..... :�. Apple COUNCIL MEETING DATE: January 26, 2023 Valley SECTION: Consent Agenda Description: Adopt Resolution Setting Public Hearing at 7:00 p.m. on February 23, 2023, for Vacation of Drainage and Utility Easements on Lot 1, Block 1 Southport Fourth Addition (7125 151st Street W.) Staff Contact: Department/ Division: Kathy Bodmer,AICP, Planner Community Development Department Applicant: Apple Ford Lincoln Apple Valley and Apple Auto Project Number: Properties/Gulbrandson Real Estate PC21-35-BG Applicant Date: 12/21/2021 60 Days: 2/19/2022 120 Days: 4/20/2022 ACTION REQUESTED: Adopt the resolution setting a public hearing at 7:00 p.m. on February 23, 2023, for the vacation of drainage and utility easements at 7125 151st Street West (Lot 1, Block 1 Southport Fourth Addition). SUMMARY: Gulbrandson Real Estate requests consideration of vacation of drainage and utility easements for the new Apple Valley Lincoln dealership parcel at 7125 151st Street West and legally described as Lot 1, Block 1 Southport Fourth Addition. The petitioner seeks to final plat the Apple Valley Lincoln property to connect the vacated Gardenia Avenue right-of-way to the new dealership property. New drainage and utility easements will be dedicated on the new plat to replace the easements to be vacated. The new subdivision name will be Apple Valley Lincoln Addition. In order to vacate rights-of-way and easements, the City reviews whether there is a public purpose for the subject public grounds. Notice of the upcoming public hearing for vacation of easements will be distributed to private utility companies to provide them with an opportunity to contact the City if they have services within the areas requested to be vacated. BACKGROUND: N/A BUDGET IMPACT: N/A ATTACHMENTS: Resolution Location Map Final Plat CITY OF APPLE VALLEY RESOLUTION NO. 2023 - A RESOLUTION SETTING A PUBLIC HEARING ON PROPOSED VACATION OF PUBLIC GROUNDS BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota,that the City Clerk be, and hereby is, directed to schedule the public hearing specified in the notice attached hereto as Exhibit A and is further directed to cause said notice to be published for two weeks in the Dakota County Tribune. The City Clerk is further directed to post copies of Exhibit A,pursuant to Minnesota Statutes Chapter 412.851, at least two weeks prior to the scheduled date of said hearing. ADOPTED this 26th day of January, 2023. Clint Hooppaw,Mayor ATTEST: Pamela J. Gackstetter, City Clerk NOTICE OF HEARING ON PROCEEDINGS FOR VACATION OF PUBLIC GROUNDS IN THE CITY OF APPLE VALLEY TO WHOM IT MAY CONCERN: NOTICE IS HEREBY GIVEN that the City Council of the City of Apple Valley, Dakota County, Minnesota, will meet at the Municipal Center, 7100 1471h Street West, at 7:00 p.m., or as soon thereafter as possible, on Thursday, February 23, 2023, to consider the matter of vacation of the following described public grounds in the City of Apple Valley, pursuant to Minnesota Statutes 412.851: All of the existing drainage and utility easements over and across Lot 1, Block 1, as shown and dedicated per SOUTHPORT FOURTH ADDITION, according to the recorded plat thereof,Dakota County, Minnesota. Such persons as desire to be heard with reference to the proposal will be heard at this meeting. DATED this 26th day of January, 2023. Pamela J. Gackstetter, City Clerk EXHIBIT A r S. XfO 471M E 300.01 30 o w ao _, er 7 TO BE VACATED U•�•III — 1 SCALE IN FEET DRAINAGE AND UTILITY EASEMENT VACATION DESCRIPTION (SOUTHPORT FOURTH ADDITION) Vacation of all of the existing drainage and utility easements over and across Lot 1,Black 1,as shown and dedioeted per SOUTHPORT FOURTH ADDITION.according to the recorded Alai thereof,DekOla COVnt0. Minnesota -- f__ 6. Ei f`. o Li Z �$ LOT 1 �$ _- u, P BLOCK 1 g 'a �n F_. wo te F_- I EiSWE Ta OFs0ool RENSONs PREPARED FOR: �swEo o-==R= ,„rE, pE,. ROBE �" NNEREssS one"IANE'SURVEYORs KIMLEY HORN EASEMENT VACATION EXHIBIT ENGINEERING .,_,TasT,,TE,o° APPLE VALLEY LINCOLN ADDITION COMPANY, INC. T PndL MN EE,14 a L 1000 EAST 1d61A STREET,BURNSVILLE,MINNESOTA 5533T PH(952).2-3000 < < "aa APPLE VALLEY, MINNESOTra� Drainage and Utility Easement Description —.......--•'.-- 33 3 5 3 , ni 'E!f'!1O'illeI- P4 f• 1 3, i s • , ; ,3 i •'i aili gaR a I; :3. ..1 1 El-;„,,,,la ,I 315 3.:i 1I Ili q , . rat 11 II .- , v 150TH ST W _. ;I —I;; h ■ y; 1 - 150TH ST W- • iI 4. 4 of ,— I4edwaY — k --/i . /., A le'Valle Harris _ "� 1 b f pLI coln y Banker CVS /// I Pharmacy 1 i� —7, MIMEO OutIOt A%` _ , 11 -�� • _:7.......:iiiggirivs,i-:' .:::11153 .:, y.. , ��� : 1 s* m f Apple Auto m \ .. o. , -„ 1 Ford ,., ****.2,, ',1.!L 13 t 1,..4i.t..,........ ,,, ._. __ y1 Fitness .s„...,„ ; , ;..1. ! "._.,. . •.., ;- ._i 4_ __r„,. 152ND ST W 17. � 250 125 0 250 Feet 1; .. .. . M ESOP=-:,MI _ APPLE VALLEY AppVa LINCOLNvalley LI F --a -vp.,46,11maw-- ,I L N ssw- --g •I fa ',wick-..-sr 6.4-• H ;. SN , t_r ■ Z g1 " ; LOCATION MAP 4 rW - r `w kw or #14,14111rei e � 't"- OFFICIAL PLAT APPLE VALLEY LINCOLN ADDITION FE)CIM 416.01 N89°46'09"E KNOW ALL PERSONS BY THESE PRESENTS: That Gulbrandson Real Estate, LLLP, a Minnesota limited r` liability limited partnership, fee owner and Wells Fargo Bank, National Association, its successors and/or assigns, ;s i I•.I—II ,.' r_ /', f, F:'.,.;'.' ;* as their interests may appear, a national banking association. Mortgagee of the following described property r` situated in the County of Dakota, State of Minnesota to wit: Lot One, Block One, SOUTHPORT FOURTH ADDITION, according to the recorded plat thereof. Also, that part of Gardenia Avenue as vacated and recorded per Document Number 30 0 30 60 N89°47'12"E described as follows: n n 350.01 n n '� All part of the existing right of way of Gardenia Avenue as platted and depicted per APPLE VALLEY FORD • • • C ADDITION, according to the recorded plat thereof, Dakota County, Minnesota lying south of the southerly SCALE IN FEET right of way line of County State Aid Highway No.42, lying easterly of and adjacent to the east line of Lot 1, Block 1, said APPLE VALLEY FORD ADDITION and lying northerly of a line drawn described as commencing at the southeast corner of said Lot 1, Block 1; thence on an assumed bearing of North 0 degrees 13 minutes 33 seconds East, along the east line thereof, a distance of 44.47 feet to the point of beginning of said line to be described; thence South 89 degrees 46 minutes 01 seconds East a distance of 50.00 feet to the east line of said Gardenia Avenue and said line there terminating. Have caused the same to be surveyed and platted as APPLE VALLEY LINCOLN ADDITION and do hereby donate and dedicate to the public for public use forever the public ways and also dedicate the easements as ,' shown on this plat for drainage and utility purposes. /-\ I - In witness whereof said Gulbrandson Real Estate, LLLP, a Minnesota limited liability limited partnership has CITY COUNCIL 1 caused these presents to be signed by its proper officer this day of This plat was approved by the City Council of the City of Apple Valley, Minnesota this day of L_ 20 , 20 , and hereby certifies compliance with all requirements as set forth in .>-- / / • • i L_J ♦ Minnesota Statutes, Section 505.03, Subd. 2. I I I r -`��!' LIJ 4�, r ` GULBRANDSON REAL ESTATE, LLLP 1 <�-- �'"�� /` --r I ♦\ / -J / ,( s-- •/`\ \ /-\ By its - Mayor City Clerk `1 -♦\ `) % -/ 0 - -- STATE OF MINNESOTA ~ r,-; L --- COUNTY OF COUNTY SURVEYOR 0 L-J The foregoing instrument was acknowledged before me this day of 20 I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been W �_� by the President of Gulbrandson Real Estate, LLLP, a Minnesota limited reviewed and approved this day of 2000 �-- LOT 1 - CO liability limited partnership, on behalf of the partnership. DO LL c. c z BLOCK 1 I L_J Todd B.Tollefson Z 1-1-1C+O /\. Dakota County Surveyor 0 COL i QC'� CYD -T- Notary Public, County, Minnesota Q • • co O I My Commission Expires DEPARTMENT OF PROPERTY TAXATION AND RECORDS Z I-J I _ I ; I s., Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20 on the land L1-1 In witness whereof said Wells Fargo Bank, National Association, its successors and/or assigns, has caused hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no iLt F these presents to be signed by its proper officer this day of , 20 • delinquent taxes and transfer entered on this day of , 20 . o • L.I.- WELLS FARGO BANK, NATIONAL ASSOCIATION <-i O L i \ V ` _1_ Director -`\.`r ` as T By its Department of Property Taxation and Records /- / I\ • = I __ L1_ \ 0 __/ STATE OF MINNESOTA REGISTRAR OF TITLES, COUNTY OF DAKOTA, STATE OF MINNESOTA I I I /-• H ly /-` L 11 COUNTY OF I hereby certify that this plat of APPLE VALLEY LINCOLN ADDITION was filed in the office of the Registrar of I 1 I a , ,\ --J L1_ I %/ / Titles for public record on this day of , 20 , at H /\ The foregoing instrument was acknowledged before me this day of o'clock M., and was duly filed in Book of Plats, Page L _ /\ 20 by the of Wells Fargo Bank, as Document Number L1_ Y 0 National Association, on behalf of the banking association. `I` m 7 N89°46'01"W `� L �/ 9.55 ... • o Registrar of Titles — R;6 A. / • ♦�-r o / I �0'00 427 ./�`• ♦ w O • • \4� S'' .. \ \ z Notary Public, County, Minnesota 50.00 `. ^<� \) My Commission Expires N89°46'01"W w \ 0 `\ \� ., cn W COI CO �\�Q♦ �i` I COUNTY RECORDER, COUNTY OF DAKOTA, STATE OF MINNESOTA ROW EASEMENT • QO 21' da PER DOC.NO.XXXXX <\ 26 I, Russell P. Damlo, do hereby certify that this plat was prepared by me or under my direct supervision; that I am I hereby certify that this plat of APPLE VALLEY LINCOLN ADDITION was filed in the office of the County co �' ?•84 a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the Recorder for public record on this day of 20 at o'clock Z 1 51 ST STREET W E S boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments 10249 197.52 . depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, . M., and was duly filed in Book of Plats, Page • • as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and as Document Number 300.01 labeled on this plat; and all public ways are shown and labeled on this plat. S89°47'12"W Dated this of , 20 . Russell P. Damlo, Land Surveyor County Recorder Minnesota License No. 19086 STATE OF MINNESOTA "' - co COUNTY OF The foregoing surveyor's certificate was acknowledged before me this day of , 20 , by Russell P. Damlo, Minnesota License No. 19086. DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS — Notary Public, County, Minnesota 1 1 —F A r\ r\ 1 r- t / A I I r- \ / r- /\ r\ r\ -1- I 1 1 r- r\ A r\ r- 1 -1- I /\ A I My Commission Expires I I / % 1-- 1-- I 1-- / \ I I L_ I-- . 0I I F- Y Y I \ L_ L_ I-- I I-- I I h! I I I I- I I-! I I \ I II II I II I I\I I •./ I \ L/ I 1 1 I I \ L/ / \ L/ L/ I I I \/ I 7 5� f o y �5 0 11 THE EAST LINE OF LOT 1, BLOCK 1, SOUTHPORT FOURTH •ADDITION HAS AN ASSUMED BEARING DENOTES 1/2" IRON MONUMENT FOUND, OF S89°13'33"W. UNLESS OTHERWISE SHOWN. t t BEING 5 FEET IN WIDTH AND ADJOINING SIDE 0 DENOTES 1/2" BY 14" IRON MONUMENT OO DENOTES MAG NAIL FOUND. LOT LINES,UNLESS OTHERWISE INDICATED, SET MARKED BY LICENSE NUMBER 19086, ROBE CONSULTING ENGINEERS, 11 PLANNERS and LAND SURVEYORS AND 10 FEET IN WIDTH AND ADJOINING UNLESS OTHERWISE SHOWN. 0 DENOTES RESTRICTED ACCESS PER DAKOTA COUNTY ENGINEERING STREET RIGHT-OF-WAY LINES AND REAR LOT CONTIGUOUS PLAT ORDINANCE. COMPANY, INC . LINES, UNLESS OTHERWISE INDICATED. SHEET 1 OF 1 SHEETS • ITEM: 4.H. ..... :�. Apple COUNCIL MEETING DATE: January 26, 2023 Valley SECTION: Consent Agenda Description: Approve Agreement with Johnson Litho Graphics of Eau Claire, Ltd., for 2023 City Newsletter Printing and Mailing Staff Contact: Department/ Division: Eve Heeralall, Communications Specialist Administration/ Information Technologies ACTION REQUESTED: Approve the agreement with Johnson Litho Graphics of Eau Claire, Ltd., for 2023 City Newsletter Printing and Mailing, in the estimated amount of$35,250.00. SUMMARY: Each year, the City prints and mails City Newsletters to residents. The City has been working with Johnson Litho Graphics of Eau Claire, Ltd., on this recurring project over the past years. BACKGROUND: The City Newsletter is printed three times per year in the spring/summer, fall and winter and mailed to homes in the 55124 postal code area as well as the Apple Valley Municipal Center for distribution to City offices and buildings. These newsletters contain information about City news, announcements and events. The City Newsletter is designed by City staff and then sent to a print vendor for printing and mailing. Approximately 22,600 booklets are printed per season. This per-season total is based upon a combination of postal route numbers plus copies to be delivered to the Apple Valley Municipal Center. The total estimated cost for printing and mailing the 2023 City Newsletters is $32,250.00. This is an estimated amount that is subject to minor adjustments, as page numbers may vary due to an increase or decrease in content. The postage cost is not reflected in this estimate, as it is determined at the time of mailing. The RFQ for this project was also sent to Nystrom Publishing Company, which submitted a quote of $39,975.84. Note that there were large price increases for and limited availability of paper which contributed to a significant price increase over 2022. Staff recommends approval of a standard short form agreement with Johnson Litho Graphics of Eau Claire, Ltd., for 2023 City Newsletter Printing and Mailing, in the estimated amount of$32,250.00. BUDGET IMPACT: The estimated $32,250.00 would come from the 2023 General Fund Operational Budget. • ITEM: 4.1. ..... :�. Apple COUNCIL MEETING DATE: January 26, 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 January 26,2023 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) Accept Full-Time, Jeff Addabbo Resignation Police Officer Regular 1200 1/11/2022 Casual, Bailee Garske Termination Sales Clerk Variable Hour 5060 12/29/2023 Full-Time, Tyler Grieves Promotion Police Officer Regular 1200 $ 5,886.00 Monthly U-P 1/28/2023 Casual, Brayden Herzberg Rehire Facility Attendant Seasonal 1800 $ 13.25 Hourly L-1 1/13/2023 Casual, Taylor Karhatsu Hire Sales Clerk Variable Hour 5060 $ 15.50 Hourly L-1 1/21/2023 Full-Time, Troy Lee Hire Maintenance Worker I Regular 1600 $ 28.35 Hourly UMI 2/13/2023 Casual, Richard Mace Rehire Lead Clerk Variable Hour 5060 $ 18.00 Hourly L-2 1/7/2023 Casual, Lorena Medel Jaimes Hire Facility Supervisor Variable Hour 1800 $ 21.80 Hourly C-08 1/13/2023 Accept Full-Time, Chris Rowe Resignation Maintenance Worker I Regular 1600 1/25/2023 Accept Full-Time, Chuck Russell Retirement Fire Chief Regular 1300 5/9/2023 Acting Full-Time, Rusell Zellmer Assignment Fleet Mechanic Regular 1600 $ 37.60 Hourly UMF 1/14/2023 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 1 • ITEM: 4.J. ..... :�. Apple COUNCIL MEETING DATE: January 26, 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 January 5, 2023, and January 12, 2023, in the amounts of $11,360,607.08, and $1,184,101.84, respectively. ATTACHMENTS: Claims and Bills Claims and Bills R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/5/2023 8:04:09 Council Check Register by GL Page- 1 Council Check Register by Invoice&Summary 11/18/2022-- 1/6/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 28021 1/6/2023 100101 ACE HARDWARE 1.39- DISCOUNT 433097 101310965411 1330.6333 GENERAL-CASH DISCOUNTS FIRE OPERATIONS 13.98 AMMONIA 433097 101310965411 1330.6229 GENERAL SUPPLIES FIRE OPERATIONS 6.99- AMMONIA 433094 101310965421 1330.6229 GENERAL SUPPLIES FIRE OPERATIONS 7.19- DISCOUNT 433096 101350965181 5505.6333 GENERAL-CASH DISCOUNTS STORM DRAIN MNTC/RPR/SUMPS 71.94 AERATOR WATER QUALITY SUPPLIES 433096 101350965181 5505.6229 GENERAL SUPPLIES STORM DRAIN MNTC/RPR/SUMPS 2.96- DISCOUNT 433093 101360965211 1765.6333 GENERAL-CASH DISCOUNTS PARK EQUIPMENT MAINTENANCE 29,65 SHEAR BOLTS 433093 101360965211 1765.6229 GENERAL SUPPLIES PARK EQUIPMENT MAINTENANCE 7.59- DISCOUNT 433095 101360965311 1900.6333 GENERAL-CASH DISCOUNTS AV COMMUNITY CENTER 75,98 AVCC SHOVEL,MISC 433095 101360965311 1900.6211 SMALL TOOLS&EQUIPMENT AV COMMUNITY CENTER 165.43 28022 1/6/2023 100389 ALPHAGRAPHICS 29.75 NAME PLATE-JODIE SCHEIDT 432771 122182 1510.6229 GENERAL SUPPLIES PW ENGINEERING&TECHNICAL . 29.75 28023 1/6/2023 156688 ANGRY INCH BREWING 183.00 BEER#1 00052796 432775 1108 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 84.00 BEER#1 00052796 432774 1110 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 267.00 28024 1/6/2023 150791 BALD MAN BREWING 329.90 BEER#3 00052212 432795 6770 5085 6530 BEER LIQUOR#3 STOCK PURCHASES 329,90 28025 1/6/2023 151877 BLACK STACK BREWING,INC. 506.00 BEER#3 00052297 432798 20436 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 470.00 BEER#3 00052297 432799 20533 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 351,00 BEER#1 00052297 432796 20625 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 63.00 BEER#1 00052297 432797 20625 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 639.00 BEER#3 00052297 432800 20626 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 2,029.00 28026 1/6/2023 142897 BOLTON&MENK,INC. 1,471.50 RECORD PLAN GIS 433084 303368 4502.6235 2020134G CONSULTANT SERVICES IMPROVEMENTS-ASSESSED 135.00 GIS SUPPORT 433028 303369 1510.6235 CONSULTANT SERVICES PW ENGINEERING&TECHNICAL 1,874.00 --CONSTRUCTION ADMIN 433061 303320 202.7_6235 _20221.01.11.-CONSULTANT SERVICES .ROAD.ESCROW - - 263.50 RECORD PLAN GIS 433029 303371 2027.6235 2022105R CONSULTANT SERVICES ROAD ESCROW 7,447.50 FINAL DESIGN 433062 303372 2027.6235 2023101G CONSULTANT SERVICES ROAD ESCROW 2,350.00 FINAL DESIGN 433063 303373 2027.6235 2023105G CONSULTANT SERVICES ROAD ESCROW 742.00 FEASIBILITY STUDY 433064 303374 2027.6235 2023108R CONSULTANT SERVICES ROAD ESCROW R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/5/2023 8:04:09 Council Check Register by GL Page- 2 Council Check Register by Invoice&Summary 11/18/2022-- 1/6/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 28026 1/6/2023 142897 BOLTON&MENK,INC. Continued... 392.50 RECORD PLAN GIS 433030 303375 4502.6235 2022115G CONSULTANT SERVICES IMPROVEMENTS-ASSESSED 6,796.00 CONSTRUCTION ADMIN 433065 303376 4502.6235 2021118G CONSULTANT SERVICES IMPROVEMENTS-ASSESSED 1,096.50 CONSTRUCTION ADMIN 433066 303377 4502.6235 2021117G CONSULTANT SERVICES IMPROVEMENTS-ASSESSED 1,279.50 CONSTRUCTION ADMIN 433067 303378 4502.6235 2021119G CONSULTANT SERVICES IMPROVEMENTS-ASSESSED 5,626.50 POND SURVEY 433068 303379 4422.6235 2021154G CONSULTANT SERVICES '21 FACILITIES CIP 3,938.00 FINAL DESIGN 433069 303380 4502.6235 2020144G CONSULTANT SERVICES IMPROVEMENTS-ASSESSED 861.00 RECORD PLAN GIS 433070 303381 4502.6235 2021147G CONSULTANT SERVICES IMPROVEMENTS-ASSESSED 72.50 RECORD PLAN GIS 433031 303382 2027.6235 2022107G CONSULTANT SERVICES ROAD ESCROW 521.00 RECORD PLANS GIS 433071 303383 4502.6235 2022147G CONSULTANT SERVICES IMPROVEMENTS-ASSESSED 2,457,00 CONSTRUCTION ADMIN 433072 303384 4502.6235 2022146G CONSULTANT SERVICES IMPROVEMENTS-ASSESSED 37,324.00 28027 1/6/2023 148990 CASPERSON,JULIE 160.00 XA BEAT INSTRUCTOR 432960 20221220 1920.6249 OTHER CONTRACTUAL SERVICES SENIOR CENTER 160.00 28028 1/6/2023 100630 CASPERSON,PATRICK S 61.25 10/5-12/26 MILEAGE-P CASPERSON 432964 20221226 1700.6277 MILEAGE/AUTO ALLOWANCE PARK&RECREATION MANAGEMEN 61.25 28029 1/6/2023 143314 CLEAR RIVER BEVERAGE 62.33- CMBEER#3 00051160 432868 657606 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 21.17- CMBEER#3 00051160 432869 662951 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 382.05 BEER#2 00051160 432862 665044 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 545.50 BEER#3 00051160 432864 665070 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 748.75 BEER#1 00051160 432860 666126 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 987.55 BEER#3 00051160 432865 666150 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 159.75 TAX#3 00051160 432866 666150 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 60.20- CMBEER#1 00051160 432861 666173 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 451.55 BEER#3 00051160 432867 667062 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 315.90 BEER#2 00051160 432863 667068 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 3,447.35 28030 1/6/2023 123296 CTM SERVICES 281.62 AVSA OLY BATTERY WATER CART 433032 5901 5270.6215 EQUIPMENT-PARTS ARENA 2 EQUIPMENT MAINT-HAYE: 281.62 28031 1/6/2023 100128 DAKOTA ELECTRIC ASSOCIATION 5.00 CD SIREN-PILOT KNOB#394930-2 432958 200010000089DEC 1290.6255 UTILITIES-ELECTRIC CIVIL DEFENSE MANAGEMENT 22 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/5/2023 8:04:09 Council Check Register by GL Page- 3 • Council Check Register by Invoice&Summary • 11/18/2022-- 1/6/2023 • Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 28031 1/6/2023 100128 DAKOTA ELECTRIC ASSOCIATION Continued... 5.10 CD SIREN-CHAPARRAL#2010833 432958 200010000089DEC 1290.6255 UTILITIES-ELECTRIC CIVIL DEFENSE MANAGEMENT 22 5.10 CD SIREN-WILDWOOD#2010825 432958 200010000089DEC 1290.6255 UTILITIES-ELECTRIC CIVIL DEFENSE MANAGEMENT 22 5.10 CD SIREN-CED KNOLLS#2010817 432958 200010000089DEC 1290.6255 UTILITIES-ELECTRIC CIVIL DEFENSE MANAGEMENT 22 5.10 CD SIREN-GALAXIE&42#2010809 432958 200010000089DEC 1290.6255 UTILITIES-ELECTRIC CIVIL DEFENSE MANAGEMENT 22 5.10 CD SIREN-DUCHESS#2010791 432958 200010000089DEC 1290.6255 UTILITIES-ELECTRIC CIVIL DEFENSE MANAGEMENT 22 5.10 CD SIREN-DELANEY#2010783 432958 200010000089DEC 1290_6255 UTILITIES-ELECTRIC CIVIL DEFENSE MANAGEMENT 22 5.10 CD SIREN-HUNTINGTON#2010775 432958 200010000089DEC 1290.6255 UTILITIES-ELECTRIC CIVIL DEFENSE MANAGEMENT 22 5.10 CD SIREN-CMF#2010767 432958 200010000089DEC 1290.6255 UTILITIES-ELECTRIC CIVIL DEFENSE MANAGEMENT 22 16.28 PK-BELMT PD AER/FOUNT#325093-3 432958 200010000089DEC 1720.6255 UTILITIES-ELECTRIC PARK GROUNDS MAINTENANCE 22 17.55 FOUNDER PK LT#366449-7 432958 200010000089DEC 1740.6255 UTILITIES-ELECTRIC PARK SIDEWALK/PATH MAINTENAN, 22 19.87 ALIMAGNET PK RESTRM#144117-9 432958 200010000089DEC 1730.6255 UTILITIES-ELECTRIC PARK BUILDING MAINTENANCE 22 20.50 LEGION FLD PRESS BX#310081-5 432958 200010000089DEC 1730.6255 UTILITIES-ELECTRIC PARK BUILDING MAINTENANCE 22 23.18 HAGEMEISTER TENNIS LTS#1804087 432958 200010000089DEC 1745.6255 UTILITIES-ELECTRIC PARK CRT/GAME AREA MAINTENAN 22 24.71 HUNTINGTON PK SHLTR#2014926 432958 200010000089DEC 1730.6255 UTILITIES-ELECTRIC PARK BUILDING MAINTENANCE 22 33.04 KELLEY PD PK/SPKLR#405066-2 432958 200010000089DEC 1720.6255 UTILITIES-ELECTRIC PARK GROUNDS MAINTENANCE 22 34.82 GALAXIE PK WMHSE#481583-3 432958 200010000089DEC 1730.6255 UTILITIES-ELECTRIC PARK BUILDING MAINTENANCE 22 37.89 SALT BLDG#310219-1 432958 200010000089DEC 1540.6255 UTILITIES-ELECTRIC CMF BUILDINGS&GROUNDS MNTC 22 44.93 EASTVIEW PRESS BOX#2079408 432958 200010000089DEC 1730.6255 UTILITIES-ELECTRIC PARK BUILDING MAINTENANCE 22 50.73 PW RADIO EQUIP#215383-1 432958 200010000089DEC 1540.6255 UTILITIES-ELECTRIC CMF BUILDINGS&GROUNDS MNTC 22 52.61 AV EAST PK WMHSE#2148484 432958 200010000089DEC 1730.6255 UTILITIES-ELECTRIC PARK BUILDING MAINTENANCE R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/5/2023 8:04:09 Council Check Register by GL Page- 4 Council Check Register by Invoice&Summary 11/18/2022-- 1/6/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 28031 1/6/2023 100128 DAKOTA ELECTRIC ASSOCIATION Continued... 22 63.09 PARK HS#4 FIELDS#224529-8 432958 200010000089DEC 1780,6255 UTILITIES-ELECTRIC PARK HIGH SCHOOL#4 FIELDS 22 66.80 HAGEMEISTER PK SHLTR#151256-5 432958 200010000089DEC 1730.6255 UTILITIES-ELECTRIC PARK BUILDING MAINTENANCE 22 79.72 FARQ PK RESTROOMS#1617653 432958 200010000089DEC 1730.6255 UTILITIES-ELECTRIC PARK BUILDING MAINTENANCE 22 83,01 DELANEY PK SHLTR#151247-4 432958 200010000089DEC 1730.6255 UTILITIES-ELECTRIC PARK BUILDING MAINTENANCE 22 94.14 VALLEY MID PK SHLTR#1247824 432958 200010000089DEC 1730.6255 UTILITIES-ELECTRIC PARK BUILDING MAINTENANCE 22 142.78 SCOTT TENNIS LTS#1804079 432958 200010000089DEC 1745.6255 UTILITIES-ELECTRIC PARK CRT/GAME AREA MAINTENAN 22 172.87 AVFAC EXPANSION#443065-8 432958 200010000089DEC 1940.6255 UTILITIES-ELECTRIC AQUATIC SWIM CENTER 22 188.59 COBBLESTONE PAVILLION 432958 200010000089DEC 1730.6255 UTILITIES-ELECTRIC PARK BUILDING MAINTENANCE 22 199.25 AQUATIC CENTER#273061-2 432958 200010000089DEC 1940.6255 UTILITIES-ELECTRIC AQUATIC SWIM CENTER 22 248.55 CMF STORAGE#2009652 432958 200010000089DEC 1540.6255 UTILITIES-ELECTRIC CMF BUILDINGS&GROUNDS MNTC 22 309.96 FIRE STATION#3#146046-8 432958 200010000089DEC 1340.6255 UTILITIES-ELECTRIC FIRE BLDG&GROUNDS MNTC 22 346.04 FIRE STATION#2#145450-3 432958 200010000089DEC 1340.6255 UTILITIES-ELECTRIC FIRE BLDG&GROUNDS MNTC 22 532.05 REDWOOD/POOL#108328-6 432958 200010000089DEC 1730.6255 UTILITIES-ELECTRIC PARK BUILDING MAINTENANCE 22 540.31 TEEN CENTER#268335-7 432958 200010000089DEC 1730.6255 UTILITIES-ELECTRIC PARK BUILDING MAINTENANCE 22 703.90 EASTVIEW-HIGHLAND#1889047 432958 200010000089DEC 1715.6255 UTILITIES-ELECTRIC PARK ATHLETIC FIELD MAINTENAN( 22 844.22 FIRE STATION#1#111343-0 432958 200010000089DEC 1340.6255 UTILITIES-ELECTRIC FIRE BLDG&GROUNDS MNTC 22 1,409.07 HAYES COMM&SR CTR#451229-9 432958 200010000089DEC 1920.6255 UTILITIES-ELECTRIC SENIOR CENTER 22 1,491.98 PARK PATHWAY LTS#2053296 432958 200010000089DEC 1740,6255 UTILITIES-ELECTRIC PARK SIDEWALK/PATH MAINTENANi 22 1,583.56 CENTRAL MAINT FAC#511870-8 432958 200010000089DEC 1540.6255 UTILITIES-ELECTRIC CMF BUILDINGS&GROUNDS MNTC 22 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/5/2023 8:04:09 Council Check Register by GL Page- 5 Council Check Register by Invoice&Summary 11/18/2022-- 1/6/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 28031 1/6/2023 100128 DAKOTA ELECTRIC ASSOCIATION Continued... 1,616.84 QUARRY PT ATHLCPLX#456933-1 432958 200010000089DEC 1715.6255 UTILITIES-ELECTRIC PARK ATHLETIC FIELD MAINTENAN( 22 1,809.71 AV COMM CTR#1883305 432958 200010000089DEC 1900.6255 UTILITIES-ELECTRIC AV COMMUNITY CENTER 22 3,655.01 MUNICIPAL CENTER#288247-0 432958 200010000089DEC 1060.6255 UTILITIES-ELECTRIC MUNICIPAL BLDG&GROUNDS MN1 22 1,396.62 OLD CITY HALL#517541-9 432958 200010000089DEC 2092.6255 UTILITIES-ELECTRIC EDUCATION BUILDING FUND 22 94.99 CENTRAL VILLAGE P-LOT 432958 200010000089DEC 2097.6255 UTILITIES-ELECTRIC CENTRAL VILLAGE PARKING LOT 22 54.54 VLLYWD GOLF SPRINK-134893-7 432958 200010000089DEC 2235.6255 UTILITIES-ELECTRIC GOLF COURSE MAINTENANCE 22 682,62 LIQUOR STORE 2#138678-8 432958 200010000089DEC 5065.6255 UTILITIES-ELECTRIC LIQUOR#2 OPERATIONS 22 1,409.70 LIQUOR STORE 1#145003-0 432958 200010000089DEC 5025.6255 UTILITIES-ELECTRIC LIQUOR#1 OPERATIONS 22 1,907.32 LIQUOR STORE 3#444140-8 432958 200010000089DEC 5095.6255 UTILITIES-ELECTRIC LIQUOR#3 OPERATIONS 22 6,201.16 HAYES PK ICE ARENA#222230-5 432958 200010000089DEC 5265.6255 UTILITIES-ELECTRIC ARENA 2 BLDG MAINTENANCE-HAY 22 6,502.03 ICE ARENA#1#136723-4 432958 200010000089DEC 5210.6255 UTILITIES-ELECTRIC ARENA 1 BUILDING MAINTENANCE 22 16.28 PUMPHOUSE 15#2121093 432958 200010000089DEC 5320.6255 UTILITIES-ELECTRIC WATER WELL/BOOSTER STN MNT/F 22 19.14 PALOMINO RESERVOIR#103546-8 432958 200010000089DEC 5320.6255 UTILITIES-ELECTRIC WATER WELL/BOOSTER STN MNT/F 22 21.64 HERALD WY PRESS STN#103686-2 432958 200010000089DEC 5320.6255 UTILITIES-ELECTRIC WATER WELL/BOOSTER STN MNT/F 22 43.27 PUMPHOUSE#5#135486-9 432958 200010000089DEC 5320.6255 UTILITIES-ELECTRIC WATER WELL/BOOSTER STN MNT/F 22 52.61 PUMPHOUSE#1#106890-7 432958 200010000089DEC 5320.6255 UTILITIES-ELECTRIC WATER WELL/BOOSTER STN MNT/F 22 55.29 LS 7 HERITAGE HILLS#144109-6 432958 200010000089DEC 5380.6255 UTILITIES-ELECTRIC SEWER LIFT STN REPAIR&MNTC 22 57.98 LS 10 NORDIC WOODS#1830835 432958 200010000089DEC 5380.6255 UTILITIES-ELECTRIC SEWER LIFT STN REPAIR&MNTC 22 — — 63,22 LS 11-HIGHLAND PT CT#2021699 432958 2000100000B9DEC 5380.6255 UTILITIES-ELECTRIC SEWER LIFT STN REPAIR&MNTC 22 77.67 PUMPHOUSE 08#1468404 432958 200010000089DEC 5320.6255 UTILITIES-ELECTRIC WATER WELL/BOOSTER STN MNT/F R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/5/2023 8:04:09 Council Check Register by GL Page- 6 Council Check Register by Invoice&Summary 11/18/2022-- 1/6/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 28031 1/6/2023 100128 DAKOTA ELECTRIC ASSOCIATION Continued... 22 77,67 PUMPHOUSE#4#121151-5 432958 200010000089DEC 5320.6255 UTILITIES-ELECTRIC WATER WELL/BOOSTER STN MNT/F 22 77.70 PUMPHOUSE#2#108018-3 432958 200010000089DEC 5320.6255 UTILITIES-ELECTRIC WATER WELL/BOOSTER STN MNT/F 22 126.80 PUMPHOUSE 14#2008852 432958 200010000089DEC 5320.6255 UTILITIES-ELECTRIC WATER WELL/BOOSTER STN MNT/F 22 137.54 WTRTWR RESERV-LONGRDG#144881- 432958 200010000089DEC 5320.6255 UTILITIES-ELECTRIC WATER WELL/BOOSTER STN MNT/F 22 139.07 PUMPHOUSE#3#106099-5 432958 200010000089DEC 5320.6255 UTILITIES-ELECTRIC WATER WELL/BOOSTER STN MNT/F 22 151.61 LS 9 4771 DOMINICA WY#525977- 432958 200010000089DEC 5380.6255 UTILITIES-ELECTRIC SEWER LIFT STN REPAIR&MNTC 22 158.39 LIFT STN 4 PH LKSHR#1030667 432958 200010000089DEC 5380.6255 UTILITIES-ELECTRIC SEWER LIFT STN REPAIR&MNTC 22 199.29 PUMPHOUSE 13#2023265 432958 200010000089DEC 5320.6255 UTILITIES-ELECTRIC WATER WELL/BOOSTER STN MNT/F 22 217.48 LIFT#5#580685-6 432958 200010000089DEC 5380.6255 UTILITIES-ELECTRIC SEWER LIFT STN REPAIR&MNTC 22 350.10 PUMPHOUSE 20#484299 432958 200010000089DEC 5320.6255 UTILITIES-ELECTRIC WATER WELL/BOOSTER STN MNT/F 22 373.78 LFT STN3 133 CHAPARRAL 546943 432958 200010000089DEC 5380.6255 UTILITIES-ELECTRIC SEWER LIFT STN REPAIR&MNTC 22 501.79 AV BOOSTER-NORDIC#138075-7 432958 200010000089DEC 5320.6255 UTILITIES-ELECTRIC WATER WELL/BOOSTER STN MNT/F 22 656.83 PUMPHOUSE#11#174395-4 432958 200010000089DEC 5320.6255 UTILITIES-ELECTRIC WATER WELL/BOOSTER STN MNT/F 22 925.33 PUMPHOUSE 18#1078310 432958 200010000089DEC 5320.6255 UTILITIES-ELECTRIC WATER WELL/BOOSTER STN MNT/F 22 939.46 PUMPHOUSE#10#155867-5 432958 200010000089DEC 5320.6255 UTILITIES-ELECTRIC WATER WELL/BOOSTER STN MNT/F 22 1,016.54 LIFT STN 1 ELLICE#131715-5 432958 200010000089DEC 5380.6255 UTILITIES-ELECTRIC SEWER LIFT STN REPAIR&MNTC 22 1,714.15 PUMPHOUSE 09#1526292 432958 200010000089DEC 5320.6255 UTILITIES-ELECTRIC WATER WELL/BOOSTER STN MNT/F 22 2,200.98 PUMPHOUSE 12#2023273 432958 200010000089DEC 5320.6255 UTILITIES-ELECTRIC WATER WELL/BOOSTER STN MNT/F 22 2,568.90 PUMPHOUSE#7#126394-6 432958 200010000089DEC 5320.6255 UTILITIES-ELECTRIC WATER WELL/BOOSTER STN MNT/F 22 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/5/2023 8:04:09 Council Check Register by GL Page- 7 Council Check Register by Invoice&Summary 11/18/2022-- 1/6/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 28031 1/6/2023 100128 DAKOTA ELECTRIC ASSOCIATION Continued... 2,739.32 PUMPHOUSE 17#307438-2 432958 200010000089DEC 5320.6255 UTILITIES-ELECTRIC WATER WELL/BOOSTER STN MNT/F 22 2,834.63 PUMPHOUSE 19#415728-5 432958 2000100000B9DEC 5320.6255 UTILITIES-ELECTRIC WATER WELL/BOOSTER STN MNT/F 22 8,759.36 WTR TREATMENT PLANT#511870-8 432958 200010000089DEC 5325.6255 UTILITIES-ELECTRIC WATER TREATMENT FCLTY MNTC/R 22 16.28 LS STM SWR HGHWD#1586924 432958 200010000089DEC 5505,6255 UTILITIES-ELECTRIC STORM DRAIN MNTC/RPR/SUMPS 22 24,71 LS STM SWR-BELMONT PK#2011021 432958 200010000089DEC 5505.6255 UTILITIES-ELECTRIC STORM DRAIN MNTC/RPR/SUMPS 22 34.82 LS STM SWR BRIAR OAKS#1827781 432958 200010000089DEC 5505.6255 UTILITIES-ELECTRIC STORM DRAIN MNTC/RPR/SUMPS 22 36.74 LS-WHEATON PONDS#443438-7 432958 200010000089DEC 5505.6255 UTILITIES-ELECTRIC STORM DRAIN MNTC/RPR/SUMPS 22 96.02 LS STM SWR ALIMAGNET#144134-4 432958 200010000089DEC 5505.6255 UTILITIES-ELECTRIC STORM DRAIN MNTC/RPR/SUMPS 22 122.22 LS STM SWR PENNOCK SHR#135489 432958 200010000089DEC 5505.6255 UTILITIES-ELECTRIC STORM DRAIN MNTC/RPR/SUMPS 22 158.41 LS STN COBB LK#306511-7 432958 200010000089DEC 5505.6255 UTILITIES-ELECTRIC STORM DRAIN MNTC/RPR/SUMPS 22 179.24 LS STM SWR FARQUAR#137184-8 432958 200010000089DEC 5505.6255 UTILITIES-ELECTRIC STORM DRAIN MNTC/RPR/SUMPS 22 209.37 LS STM SWR-HANNOVER#19860009 432958 200010000089DEC 5505.6255 UTILITIES-ELECTRIC STORM DRAIN MNTC/RPR/SUMPS 22 1,149.45 LS 2 7698 128TH ST W#490873-7 432958 200010000089DEC 5505.6255 UTILITIES-ELECTRIC STORM DRAIN MNTC/RPR/SUMPS 22 51.87 CEMETERY LTS#339637-1 432958 200010000089DEC 5605.6255 UTILITIES-ELECTRIC CEMETERY 22 66.29 CEMETERY LTS FLAGPOLE#318998-2 432958 200010000089DEC 5605.6255 UTILITIES-ELECTRIC CEMETERY 22 17.44 964 GARDENVIEW DR SLSIGN 432958 200010000089DEC 5805.6255 UTILITIES-ELECTRIC STREET LIGHT UTILITY FUND 22 35.11 GREENWAY TUNNEL#563183-3 432958 200010000089DEC 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 22 44.93 SIGNAL-GARRETT&150TH#1802081 432958 200010000089DEC 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 22 46.22 SIGNAL 153RD&CUB#2013084 432958 200010000089DEC 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 22 47.49 SIGNAL-147TH/PENNOCK#103448-7 432958 200010000089DEC 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/5/2023 8:04:09 Council Check Register by GL Page- 8 Council Check Register by Invoice&Summary 11/18/2022-- 1/6/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 28031 1/6/2023 100128 DAKOTA ELECTRIC ASSOCIATION Continued... 22 47.61 SIGNAL-GALAXIE&140TH#2053858 432958 200010000089DEC 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 22 47.61 SIGNAL-140TH/FLAGSTAFF#2750370 432958 200010000089DEC 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 22 50,43 SIGNAL-149TH/PENNOCK#103448-7 432958 200010000089DEC 5805.6545 NON-TAXABLE MISC 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UTILITY FUND 22 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/5/2023 8:04:09 Council Check Register by GL Page- 9 Council Check Register by Invoice&Summary 11/18/2022-- 1/6/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 28031 1/6/2023 100128 DAKOTA ELECTRIC ASSOCIATION Continued... 216.58 147TH ST W LTS#498760-8 432958 200010000089DEC 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 22 228.36 CEDAR/145TH LTS#501526-8 432958 200010000089DEC 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 22 241.39 CEDAR&153RD LT#487980-5 432958 200010000089DEC 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 22 242.92 CEDAR/140TH LTS#501536-7 432958 200010000089DEC 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 22 288.98 CEDAR&157RD LT#487985-4 432958 200010000089DEC 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 22 36,445.81 UTILITY STREET LTS#1109149 432958 200010000089DEC 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 22 103,475.29 28032 1/6/2023 117768 DRAIN PRO PLUMBING 175.00 DRAIN CLEANING 432996 69072 1900.6266 REPAIRS-BUILDING AV COMMUNITY CENTER 175.00 28033 1/6/2023 101365 ECM PUBLISHERS INC 51.00 PH-ON-SALE LIQUOR X-GOLF 433056 925034 1015.6239 PRINTING CITY CLERK/ELECTIONS 55.25 PH-LIQUOR FOR SSA GROUP,LLC 433055 925035 1015.6239 PRINTING CITY CLERK/ELECTIONS 72.25 LEGAL AD-CUP FOR LIQUOR 433052 925036 1015.6239 PRINTING CITY CLERK/ELECTIONS 178.50 28034 1/6/2023 134308 FAIRCHILD EQUIPMENT 92.13 FREIGHT FOR DEF SENSOR#217 432948 PS00018741 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 1,650.19 DEF SENSOR#217 433074 PS00018742 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 130.36 COIL#217 432957 PS00026781 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 1,872.68 28035 1/6/2023 101056 FORCE AMERICA DISTRIBUTING LLC 242.28 HARNESS TO VALVE MODULE#381 432947 11691021 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCI 242.28 28036 1/6/2023 100188 GACKSTETTER,PAMELA 1E4:31-7127-1119 MILEAGE•GACKSTATTER - - - 433020-2022110e 1O15:5277- - -MILEAGE/AUTO ALLOWANCE- - CITY CLERK/ELECTJONS - 160.31 28037 1/6/2023 101090 GRENDAHL,RUTH A 739.32 NLC SUMMIT-KANSASCITY-GRENDAHL 433054 20221119 1005.6276 SCHOOLS/CONFERENCES/EXP OTHERMAYOR/CITY COUNCIL R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/5/2023 8:04:09 Council Check Register by GL Page- 10 Council Check Register by Invoice&Summary 11/18/2022-- 1/6/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 28037 1/6/2023 101090 GRENDAHL,RUTH A Continued... 739.32 28038 1/6/2023 151467 INBOUND BREWCO 435.00 BEER#1 00052257 432890 15222 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 435.00 28039 1/6/2023 103314 INNOVATIVE OFFICE SOLUTIONS 66.26 PAPER TOWELS 432770 IN4039202 5025.6229 GENERAL SUPPLIES LIQUOR#1 OPERATIONS 66.26 28040 1/6/2023 120553 INTEGRATED LOSS CONTROL,INC. 126.00 SAFETY CONSULTANT 2023 JAN 432933 15020 1020.6235 CONSULTANT SERVICES HUMAN RESOURCES 126.00 28041 1/6/2023 120821 INTEREUM 4,569.81 NEW CHAIRS(6)-TRAINING 433092 194393 1200.6229 GENERAL SUPPLIES POLICE MANAGEMENT 4,569.81 28042 1/6/2023 101796 INTERSTATE BATTERY SYSTEM OF M 49.96 GREASE GUN BATTERY REPAIR 432946 220068455 1530.6211 SMALL TOOLS&EQUIPMENT FLEET&BUILDINGS-CMF 100.38 BATTERY#931 432946 220068455 1210.6216 VEHICLES-TIRES/BATTERIES POLICE FIELD OPERATIONS/PATRO 150.34 28043 1/6/2023 151539 JUNKYARD BREWING CO.LLC 462.00 BEER#3 00052261 432892 4995 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 262.00 BEER#3 00052261 432891 5062 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 724.00 28044 1/6/2023 101371 LAWELL,MICHAELT 255.00 NLC CITY SUMMIT-LAWELL 432772 20221120 1010.6278 SUBSISTENCE ALLOWANCE ADMINISTRATION 1,044.77 NLC CITY SUMMIT-LAWELL 432772 20221120 1010.6276 SCHOOLS/CONFERENCES/EXP OTHERADMINISTRATION 1,299.77 28045 1/6/2023 100289 LOGIS 30.00 VPN TOKENS 433026 53094 1030.6211 SMALL TOOLS&EQUIPMENT INFORMATION TECHNOLOGY 146.55 STATE WAN-INTERNETACCESS NOV 433026 53094 1040.6399 OTHER CHARGES DATA PROCESSING 12,500.00 EXCHANGE ONLINE MIGRATION PROJ 433026 53094 1030.6235 CONSULTANT SERVICES INFORMATION TECHNOLOGY 39.42 STATE WAN-INTERNETACCESS NOV 433026 53094 5005.6399 OTHER CHARGES LIQUOR GENERAL OPERATIONS 16.17 STATE WAN-INTERNET ACCESS NOV 433026 53094 5205.6399 OTHER CHARGES ARENA 1 MANAGEMENT 101.08 STATE WAN-INTERNET ACCESS NOV 433026 53094 5365.6399 OTHER CHARGES SEWER MGMT/REPORTS/DATA ENT R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/5/2023 8:04:09 Council Check Register by GL Page- 11 Council Check Register by Invoice&Summary 11/18/2022-- 1/6/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 28045 1/6/2023 100289 LOGIS Continued... 101.08 STATE WAN-INTERNET ACCESS NOV 433026 53094 5305.6399 OTHER CHARGES WATER MGMT/REPORT/DATA ENTR' 12,934.30 28046 1/6/2023 100021 M AMUNDSON LLP 80.23 TAX#1 00044390 432893 353788 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 1,813.96 NOTAX#1 00044390 432894 353788 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 111.56 TAX#3 00044390 432897 354148 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 967 88 NTAX#3 00044390 432898 354148 5085.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 98.24 TAX#2 00044390 432895 355836 5055.6540 TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 985.20 NTAX#2 00044390 432896 355836 5055.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 4,057.07 28047 1/6/2023 152514 MEGA BEER LLC 206.45 BEER#3 00052423 432899 20284 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 235.60 BEER#3 00052423 432900 20346 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 83.60- CMBEER#3 00052423 432901 20346 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 312.95 BEER#3 00052423 432902 20588 5085_6530 BEER LIQUOR#3 STOCK PURCHASES 671.40 28048 1/6/2023 156194 METRO ALARM&LOCK 249.85 ALARM SERVICES 433090 80282 1930.6249 OTHER CONTRACTUAL SERVICES REDWOOD CC 249.85 28049 1/6/2023 100849 METRO VOLLEYBALL OFFICIALS ASS 1,020.00 VOLLEYBALL OFFICIAL11/15-11/22 433087 1723 1860.6235 CONSULTANT SERVICES REC VOLLEYBALL 884.00 VOLLEYBALL OFFICIAL 12/6-12/13 433086 1727 1860.6235 CONSULTANT SERVICES REC VOLLEYBALL 1,904.00 28050 1/6/2023 152003 MUELLER CO,LLC 710.40- UTIL DISCOUNT 432955 65644474 5305.6333 GENERAL-CASH DISCOUNTS WATER MGMT/REPORT/DATA ENTR' 35,520.00 WATERSMART ANNUAL FEE 2023 432955 65644474 5305.6235 CONSULTANT SERVICES WATER MGMT/REPORT/DATA ENTR' 316.20- UTIL DISCOUNT 432956 65644475 5305.6333 GENERAL-CASH DISCOUNTS WATER MGMT/REPORT/DATA ENTR' 7,905.00 MI-NET HOSTING FEE 432956 65644475 5305.6399 OTHER CHARGES WATER MGMT/REPORT/DATA ENTR' 7,905.00 MI-NET HOSTING FEE 432956 65644475 5365.6399 OTHER CHARGES SEWER MGMT/REPORTS/DATA ENT 50,303.40 28051 1/6/2023 146279 NORDIC MECHANICAL SERVICES,I 655.00 HVAC RAD VALVE CONTROLLER 433079 67522 1060.6266 REPAIRS-BUILDING MUNICIPAL BLDG&GROUNDS MN1 1,039.15 MC HVAC RPR 433078 67523 1060.6266 REPAIRS-BUILDING MUNICIPAL BLDG&GROUNDS MN1 2,873.02 WINTER MAINT.CMF WASH BAY 433082 67584 1540.6266 REPAIRS-BUILDING CMF BUILDINGS&GROUNDS MNTC R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/5/2023 8:04:09 Council Check Register by GL Page- 12 Council Check Register by Invoice&Summary 11/18/2022-- 1/6/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 28051 1/6/2023 146279 NORDIC MECHANICAL SERVICES,I Continued... 4,567.17 28052 1/6/2023 150632 OERTEL ARCHITECTS 23,722.51 AE DESIGN FEE FOR CMF PROJECT 433089 212214 4422.6235 2021154G CONSULTANT SERVICES '21 FACILITIES CIP 23,722.51 28053 1/6/2023 141723 PRECISE MRM LLC 630.00 PLOW TRUCK GPS SERVICES(30) 433073 2001040293 1665.6249 OTHER CONTRACTUAL SERVICES STREET SNOW&ICE MATERIALS 630.00 28054 1/6/2023 120496 RENT N'SAVE PORTABLE SERVICES 277.50 PARKS BIFFS-NOV 432940 71830 1770.6310 RENTAL EXPENSE PARK GENERAL MAINTENANCE 277.50 28055 1/6/2023 154547 SPIRAL BREWERY LLC 181.00 BEER#1 00052626 432921 16867 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 181.00 28056 1/6/2023 100457 STREICHERS INC 164.94 NEW HIRE-UNIFORMS 433041 11605177 1210.6281 UNIFORM/CLOTHING ALLOWANCE POLICE FIELD OPERATIONS/PATRO 30.00 NEW HIRE-UNIFORMS 433042 11605677 1210.6281 UNIFORM/CLOTHING ALLOWANCE POLICE FIELD OPERATIONS/PATRO 194.94 28057 1/6/2023 154863 TALKING WATERS BREWING CO LLC 270.00 BEER#3 00052663 432926 3292 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 270.00 28058 1/6/2023 100481 TRI-STATE BOBCAT INC 146.42 BOB-TACH PINS#363 432949 P87704 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCI 146.42 28059 1/6/2023 100486 TWIN CITY GARAGE DOOR CO 190.00 AFS1 DOORS 3 AND 7 432936 Z227664 1340.6266 REPAIRS-BUILDING FIRE BLDG&GROUNDS MNTC 190.00 28060 1/6/2023 101123 USA BLUE BOOK 81.50 HYDRANT OUT OF SERVICE BAGS 433058 209117 5330.6229 GENERAL SUPPLIES WTR MAIN/HYDRANT/CURB STOP Iv 81.50 28061 1/6/2023 100529 ZINCK,JAMES R R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/5/2023 8:04:09 Council Check Register by GL Page- 13 Council Check Register by Invoice&Summary 11/18/2022-- 1/6/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 28061 1/6/2023 100529 ZINCK,JAMES R Continued... 204.00 ZINCK SUBSISTENCE 23 PGA SHOW 432929 20221013 2205.6278 SUBSISTENCE ALLOWANCE GOLF MANAGEMENT 204.00 314923 1/4/2023 153409 56 BREWING LLC 82.00 BEER#1 00052517 432773 5621047 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 82.00 314924 1/4/2023 149618 ALTEMP MECHANICAL INC 571.46 WALK IN FREEZER REPAIR 432965 259165 2215.6266 REPAIRS-BUILDING GOLF CLUBHOUSE BUILDING 571.46 314925 1/4/2023 153995 AMAZON CAPITAL SERVICES 250.50 BM MULTIVIEW&ACCESSORIES 433024 13PG4GQ3NTQN 2012.6211 SMALL TOOLS&EQUIPMENT CABLE TV JOINT POWERS 14.90 FUSE FOR UNIT 261 433037 177ML91WKWPH 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 99.82 EQUIPMENT CLEANING SUPPLIES 433038 17VDHP4RR6XW 2240.6229 GENERAL SUPPLIES GOLF EQUIPMENT MAINTENANCE 12.22 GRIT GUARD 432939 1JC4WYJM3J34 2240.6229 GENERAL SUPPLIES GOLF EQUIPMENT MAINTENANCE 37.37 TRUCK CONDITIONER 432939 1JC4WYJM3J34 2240.6229 GENERAL SUPPLIES GOLF EQUIPMENT MAINTENANCE 50.23 VEHICLE LIGHT 432939 1JC4WYJM3J34 2240.6215 EQUIPMENT-PARTS GOLF EQUIPMENT MAINTENANCE 54,63 TOOL CLEANER 432939 1JC4WYJM3J34 2240.6229 GENERAL SUPPLIES GOLF EQUIPMENT MAINTENANCE 125,60 SWAT CLOTHING/EQUIPMENT 433047 1JV7CJTKMVQ4 1272.6281 UNIFORM/CLOTHING ALLOWANCE POLICE DAK CTY MAAG TEAM 204,39 MONITOR STANDS 433043 1M3RJWJDNX66 1210.6210 OFFICE SUPPLIES POLICE FIELD OPERATIONS/PATRO 149,80 INNER SLIDE LUBE 432950 1YCVT3Q4C6F9 1630.6229 GENERAL SUPPLIES STREET EQUIPMENT MAINTENANCI 999.46 314926 1/4/2023 100019 AMERICAN PUBLIC WORKS ASSN 238.75 APWA ANNUAL DUES-FLEET 433091 20221102 1530.6280 DUES&SUBSCRIPTIONS FLEET&BUILDINGS-CMF 477.50 APWAANNUAL DUES-STREETS 433091 20221102 1600.6280 DUES&SUBSCRIPTIONS STREET MANAGEMENT 477.50 APWAANNUAL DUES-PW ADMIN 433091 20221102 1500.6280 DUES&SUBSCRIPTIONS PW MANAGEMENT 1,193.75 APWAANNUAL DUES-ENG 433091 20221102 1510.6280 DUES&SUBSCRIPTIONS PW ENGINEERING&TECHNICAL 238,75 APWA ANNUAL DUES-SEWER 433091 20221102 5365.6280 DUES&SUBSCRIPTIONS SEWER MGMT/REPORTS/DATA ENT 238.75 APWAANNUAL DUES-WATER 433091 20221102 5305.6280 DUES&SUBSCRIPTIONS WATER MGMT/REPORT/DATA ENTR' 2,865.00 314927 1/4/2023 100023 ANDERSEN INC,EARL F 212 36 SIGN HARDWARE 433035 1315951N 1680.6229 GENERAL SUPPLIES TRAFFIC SIGNS/SIGNALS/MARKER: - 70,60 -SIGN BREAKAWAY PARTS -433036._13.167SIN 1680.6229 GENERALSIJPPLIES TRAFFICSIGNS/SIGNALS/MARKER*_ 1,089.60 SIGNS(16) 433076 1317441N 1680.6229 GENERAL SUPPLIES TRAFFIC SIGNS/SIGNALS/MARKER; 1,372.56 314928 1/4/2023 154253 APPLE FORD LINCOLN R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/5/2023 8:04:09 Council Check Register by GL Page- 14 Council Check Register by Invoice&Summary 11/18/2022-- 1/6/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 314928 1/4/2023 154253 APPLE FORD LINCOLN Continued... 73.92 MAF SENSOR#340 432951 597311 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCI 73.92 314929 1/4/2023 156167 ARAMARK 12.50 FIRST AID KIT 432945 250003098 1540.6229 GENERAL SUPPLIES CMF BUILDINGS&GROUNDS MNTC 12.50 FIRST AID KIT 432945 250003098 1665.6229 GENERAL SUPPLIES STREET SNOW&ICE MATERIALS 12.50 FIRST AID KIT 432945 250003098 1630.6229 GENERAL SUPPLIES STREET EQUIPMENT MAINTENANCI 12.52 FIRST AID KIT 432945 250003098 5325.6229 GENERAL SUPPLIES WATER TREATMENT FCLTY MNTC/F 50.02 314930 1/4/2023 125174 ARTISAN BEER COMPANY 180.00- CMBEER#1 00047806 432776 350405 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 60.00- CMBEER#2 00047806 432781 350406 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 420.00- CMBEER#3 00047806 432787 350407 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 19.20- CMBEER#3 00047806 432789 350668 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 80.53- CMBEER#3 00047806 432791 351131 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 176.00 BEER#2 00047806 432782 3575232 5055.6530 BEER LIQUOR#2 STOCK PURCHASES .15 BEER#3 00047806 432788 3575829 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 4,372.93 BEER#1 00047806 432777 3576365 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 480.00 BEER#2 00047806 432783 3576366 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 4,372.55 BEER#3 00047806 432790 3576367 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 1,200.00 BEER#2 00047806 432784 3576712 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 196.90 BEER#1 00047806 432779 3577636 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 478,50 BEER#2 00047806 432785 3577637 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 698.70 BEER#3 00047806 432792 3577638 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 36.90 TAX#3 00047806 432793 3577639 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 1,158.30 BEER#1 00047806 432780 3578743 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 313.40 BEER#2 00047806 432786 3578744 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 2,914.35 BEER#3 00047806 432794 3578745 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 30.00- CMBEER#1 00047806 432778 KEG RETURN 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 15,608.95 314931 1/4/2023 118892 ASPEN MILLS 31.41 EMBROIDERY 432959 305713 1330.6281 UNIFORM/CLOTHING ALLOWANCE FIRE OPERATIONS 31.41 314932 1/4/2023 109954 BERRY COFFEE COMPANY 10.04- CMF SALES TAX ADJUST 433039 932577 1540.6229 GENERAL SUPPLIES CMF BUILDINGS&GROUNDS MNTC 10.04 CMF SALES TAX ADJUST 433039 932577 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 156.04 COFFEE FILTER CARTRIDGE 433039 932577 1540.6229 GENERAL SUPPLIES CMF BUILDINGS&GROUNDS MNTC R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/5/2023 8:04:09 Council Check Register by GL Page- 15 Council Check Register by Invoice&Summary 11/18/2022-- 1/6/2023 Check# Dale Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 314932 1/4/2023 109954 BERRY COFFEE COMPANY Continued... 156.04 314933 1/4/2023 100072 BRAUN INTERTEC CORPORATION 12,100.00 GEOTECHNICAL EVALUATION 433083 B322516 2027.6235 2023107R CONSULTANT SERVICES ROAD ESCROW 12,100.00 314934 1/4/2023 100296 BREAKTHRU BEVERAGE MIN-BEER 5,833.85 BEER#3 00000105 432851 346906961 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 126.50- CMBEER#3 00000105 432852 346906961 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 274.15 TAX#3 00000105 432853 346906962 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 88.00 TAX#1 00000105 432833 346906963 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 15,144.50 BEER#1 00000105 432831 346906964 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 166.00- CMBEER#1 00000105 432832 346906964 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 158.35 TAX#1 00000105 432834 346906965 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 5,407.40 BEER#2 00000105 432844 346907038 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 50.80- CMBEER#2 00000105 432845 346907038 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 92.40 TAX#2 00000105 432846 347007910 5055.6540 TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 103_85 TAX#3 00000105 432855 347007916 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 10,397.50 BEER#3 00000105 432854 347009179 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 435.00 BEER#3 00000105 432856 347009180 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 11,378.50 BEER#2 00000105 432847 347009181 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 160.00 TAX#1 00000105 432838 347010167 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 14,025.92 BEER#1 00000105 432835 347010168 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 32.00- CMBEER#1 00000105 432836 347010168 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 4,284.00 BEER#1 00000105 432837 347094475 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 8,743.30 BEER#2 00000105 432849 347122370 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 22,40- CMBEER#2 00000105 432850 347122370 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 209.50 TAX#2 00000105 432848 347122371 5055.6540 TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 369.00 BEER#1 00000105 432841 347122372 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 43.50- CMBEER#1 00000105 432842 347122372 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 14,093.45 BEER#3 00000105 432858 347122438 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 25.60- CMBEER#3 00000105 432859 347122438 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 467.55 TAX#3 00000105 432857 347122439 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 16,119.67 BEER#1 00000105 432839 347122530 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 419.10- CMBEER#1 00000105 432840 347122530 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 33;85 -BEER/#-1 000OO105-4 2843--34f.1-22531 -6015.6530- BEER LIQUOR-et STOCK PURCHASES- 12.00- CMBEER#1 00000105 432810 40937973 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 24.00- CMBEER#1 00000105 432802 409662719 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 59.14- CMBEER#1 00000105 432803 409662720 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 19.60- CMBEER#1 00000105 432804 409707717 5015,6530 BEER LIQUOR#1 STOCK PURCHASES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/5/2023 8:04:09 Council Check Register by GL Page- 16 Council Check Register by Invoice&Summary 11/18/2022-- 1/6/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 314934 1/4/2023 100296 BREAKTHRU BEVERAGE MIN-BEER Continued... 22.20- CMBEER#1 00000105 432805 409737968 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 198.40- CMBEER#1 00000105 432806 409737969 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 24.80- CMBEER#1 00000105 432807 409737970 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 72.00- CMBEER#1 00000105 432808 409737971 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 10.00- CMBEER#1 00000105 432809 409737972 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 49.87- CMBEER#1 00000105 432811 409737974 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 76.80- CMBEER#1 00000105 432812 409737975 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 142.50- CMBEER#1 00000105 432813 409751281 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 24.40- CMBEER#1 00000105 432814 409760096 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 25.60- CMBEER#1 00000105 432815 409760097 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 21.50- CMBEER#1 00000105 432816 409790531 5015,6530 BEER LIQUOR#1 STOCK PURCHASES 10.00- CMBEER#1 00000105 432830 409790533 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 24.00- CMBEER#1 00000105 432817 409790536 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 13.10- CMBEER#1 00000105 432818 409790537 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 12.80- CMBEER#1 00000105 432819 409790541 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 40.00- CMBEER#1 00000105 432820 409790543 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 10.00- CMBEER#1 00000105 432821 409790544 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 19.60- CMBEER#1 00000105 432822 409790545 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 12.30- CMBEER#1 00000105 432823 409790547 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 145.60- CMBEER#1 00000105 432824 409790549 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 6.75- CMBEER#1 00000105 432825 409790551 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 24.00- CMBEER#1 00000105 432826 409798477 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 12.80- CMBEER#1 00000105 432827 409798478 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 6.73- CMBEER#1 00000105 432828 409798481 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 12.80- CMBEER#1 00000105 432829 409798482 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 105,800.55 314935 1/4/2023 156687 BROKEN CLOCK BREWING COOPERATIVE 140.00 BEER#1 00052795 432801 7208 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 140.00 314936 1/4/2023 144930 CANON 49.94 COPIER LEASE 433051 29673492 2012.6310 RENTAL EXPENSE CABLE TV JOINT POWERS 49.94 314937 1/4/2023 155079 CENTERPOINT ENERGY RESOURCES 1.00 PARTIAL REFUND 1088 ROME CT 432769 20221219 1001.4072 STATE SURTAX COLLECTED GENERAL FUND REVENUE 46.85 PARTIAL REFUND 1088 ROME CT 432769 20221219 1001.4063 PERMIT-HEATING GENERAL FUND REVENUE 47.85 • R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/5/2023 8:04:09 Council Check Register by GL Page- 17 • Council Check Register by Invoice&Summary 11/18/2022-- 1/6/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 314938 1/4/2023 100878 CHARTER COMMUNICATIONS Continued... 15.82 AVSA CABLE-DEC 433060 835230604010513 5205,6237 TELEPHONE/PAGERS ARENA 1 MANAGEMENT ODEC22 8.43 CMF CABLE TV-DEC 433033 835230604010892 1540.6237 TELEPHONE/PAGERS CMF BUILDINGS&GROUNDS MNTC 8DEC22 25,28 CABLE SERVICE-DEC 433012 835230604012757 1200.6237 TELEPHONE/PAGERS POLICE MANAGEMENT 1DEC22 95.04 BUILDING CABLE-DEC 433034 835230604052429 2215.6237 TELEPHONE/PAGERS GOLF CLUBHOUSE BUILDING 8DEC22 144.57 314939 1/4/2023 143413 DAKOTA COUNTY DRUG TASK FORCE 15,392.00 2023 MEMBER AGANCY CONTRIBUTIO 432935 AV20231 1200.6280 DUES&SUBSCRIPTIONS POLICE MANAGEMENT 15,392.00 314940 1/4/2023 100123 DAKOTA COUNTY FINANCIAL SERVIC 8,271.36 FIBER CONNECTION-LIFT ST.#1 432981 45893 5305.6735 CAPITAL OUTLAY-OTHER IMPROVEME WATER MGMT/REPORT/DATA ENTR' 16,156.29 FIBER CONNECTION-WELL 11 432980 45894 5305.6735 CAPITAL OUTLAY-OTHER IMPROVEME WATER MGMT/REPORT/DATA ENTR' 2,367.96 FIBER CONNECTION-WELL 17 432967 45895 5305.6735 CAPITAL OUTLAY-OTHER IMPROVEME WATER MGMT/REPORT/DATA ENTR' 3,205.40 FIBER CONNECTION-WELL 18 432966 45896 5305.6735 CAPITAL OUTLAY-OTHER IMPROVEME WATER MGMT/REPORT/DATA ENTR' 4,464.62 FIBER CONNECTION WELL#19 432983 45897 5305.6735 CAPITAL OUTLAY-OTHER IMPROVEME WATER MGMT/REPORT/DATA ENTR' 35,292.14 FIBER CONNECTION WELL#9 432982 45898 5305.6735 CAPITAL OUTLAY-OTHER IMPROVEME WATER MGMT/REPORT/DATA ENTR' 10,413.94 ELECTION EQUIPMENT/BALLOTS 433019 45945 1015.6265 REPAIRS-EQUIPMENT CITY CLERK/ELECTIONS 80,171,71 314941 1/4/2023 157348 DAVEY RESOURCE GROUP 833.26 BMP KNOTWOOD TREATMENT 433077 150015 5505.6249 2022132D OTHER CONTRACTUAL SERVICES STORM DRAIN MNTC/RPR/SUMPS 833.26 314942 1/4/2023 145190 DENN,TRICIA 300.00 MWF HORSE&WAGON 433040 20221215 1800.6249 OTHER CONTRACTUAL SERVICES REC PROGRAM GENERAL 300.00 314943 1/4/2023 158199 DORAN CONSTRUCTION 17,700.00 NRMP-5400 157TH ST W 432943 20221216 4900.2420 NRMP FIN GUAR-DEVELOPER DEP PHYSICAL IMPROV ESCROW BAL SI 17,700.00 314944 1/4/2023 153159 DREKKER BREWING CO 803.25 BEER#3 00052472 432871 15169 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 922.50 BEER#3 00052472 432870 15221 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 1,725.75 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/5/2023 8:04:09 Council Check Register by GL Page- 18 Council Check Register by Invoice&Summary 11/18/2022-- 1/6/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 314944 1/4/2023 153159 DREKKER BREWING CO Continued... 314945 1/4/2023 155090 ECONOMIC DEVELOPMENT ASSOCIATION OF MN 320.00 EDAM DUES-SHARPE 433048 202310549 3212.6280 DUES&SUBSCRIPTIONS EDA OPERATION 320.00 314946 1/4/2023 157140 ELM CREEK BREWING COMPANY 160.00 BEER#1 00052850 432872 3667 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 160.00 314947 1/4/2023 100168 FERRELLGAS 118.59 PROPANE FORKLIFT 433027 1121268294 1630.6212 MOTOR FUELS/OILS STREET EQUIPMENT MAINTENANCI 118.59 314948 1/4/2023 136283 FIRE SAFETY USA 70.00 CHARGER 432937 166799 1330.6211 SMALL TOOLS&EQUIPMENT FIRE OPERATIONS 70.00 314949 1/4/2023 100175 FLAHERTYS HAPPY TYME CO 78.00 NTAX#2 00000242 432873 40337 5055.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 78.00 314950 1/4/2023 158210 FREEMAN,KATIE 18.25 UB REFUND 12601 DRIFTWOOD CT 433049 20221229A 5301.4997 WATER/SEWER ACCT REFUNDS WATER&SEWER FUND REVENUE 18.25 314951 1/4/2023 101328 GOVCONNECTION INC 278.08 WIRELESS HEADSETS 433025 73613827 1030.6211 SMALL TOOLS&EQUIPMENT INFORMATION TECHNOLOGY 278,08 314952 1/4/2023 100314 GREAT LAKES COCA-COLA DISTRIBU 319.72 TAX#2 00000122 432875 3625212033 5055.6540 TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 630.68 TAX#1 00000122 432874 3646217725 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 950.40 314953 1/4/2023 100231 HOHENSTEINS INC 2,380.10 BEER#1 00005574 432877 566528 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 75.50 TAX#1 00005574 432878 566528 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 831.50 BEER#3 00005574 432885 566529 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 314.00 BEER#1 00005574 432876 566533 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 476.60 BEER#2 00005574 432883 568122 5055.6530 BEER LIQUOR#2 STOCK PURCHASES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/5/2023 8:04:09 Council Check Register by GL Page- 19 Council Check Register by Invoice&Summary 11/18/2022-- 1/6/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 314953 1/4/2023 100231 HOHENSTEINS INC Continued... 2,145,45 BEER#3 00005574 432888 568454 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 87.00 TAX#3 00005574 432889 568454 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 705.90 BEER#1 00005574 432879 568522 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 52.50 TAX#1 00005574 432880 568522 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 428.00 BEER#2 00005574 432884 569839 5055,6530 BEER LIQUOR#2 STOCK PURCHASES 1,225.85 BEER#3 00005574 432886 570013 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 562.95 TAX#3 00005574 432887 570013 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 654.85 BEER#1 00005574 432881 570099 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 99.00 TAX#1 00005574 432882 570099 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 10,039.20 314954 1/4/2023 151748 HOMELAND HEALTH SPECIALISTS,INC. 1,009.80 VACCINES 432962 19844 1330.6235 CONSULTANT SERVICES FIRE OPERATIONS 1,009.80 314955 1/4/2023 120526 IPMA HR MN CHAPTER 25.00 IPMA-HR MN DUES-HAAS 432934 20221216 1020.6280 DUES&SUBSCRIPTIONS HUMAN RESOURCES 25.00 314956 1/4/2023 120273 KENNEDY&GRAVEN CHARTERED 637.50 CABLE FRANCHISE CONSULTING 433088 171654 2012.6231 LEGAL SERVICES CABLE TV JOINT POWERS 637.50 314957 1/4/2023 145429 LUBE-TECH&PARTNERS,LLC 117.81 85W-140 GEAR OIL 433075 3091785 1765.6212 MOTOR FUELS/OILS PARK EQUIPMENT MAINTENANCE 194.39 CAR WASH SOAP 433075 3091785 1765.6229 GENERAL SUPPLIES PARK EQUIPMENT MAINTENANCE 194.39 CAR WASH SOAP 433075 3091785 1630.6229 GENERAL SUPPLIES STREET EQUIPMENT MAINTENANCI 334.43 BULK COOLANT 433075 3091785 1630.6212 MOTOR FUELS/OILS STREET EQUIPMENT MAINTENANCI 334.43 BULK COOLANT 433075 3091785 1350.6212 MOTOR FUELS/OILS FIRE VEHICLE MAINTENANCE 334.43 BULK COOLANT 433075 3091785 1210.6212 MOTOR FUELS/OILS POLICE FIELD OPERATIONS/PATRO 334.43 BULK COOLANT 433075 3091785 1765.6212 MOTOR FUELS/OILS PARK EQUIPMENT MAINTENANCE 194.40 CAR WASH SOAP 433075 3091785 5390.6229 GENERAL SUPPLIES SWR EQUIP/VEHICLE MISC MNTC/R 194.40 CAR WASH SOAP 433075 3091785 5345.6229 GENERAL SUPPLIES WATER EQUIP/VEHICLE/MISC MNTC 334.43 BULK COOLANT 433075 3091785 5345.6212 MOTOR FUELS/OILS WATER EQUIP/VEHICLE/MISC MNTC 334.44 BULK COOLANT 433075 3091785 5390,6212 MOTOR FUELS/OILS SWR EQUIPNEHICLE MISC MNTC/R - -2;;9Q4.98 - - - 314958 1/4/2023 100580 MAMA 45.00 MAMA DUES-LAWELL 432930 20221122 1010.6280 DUES&SUBSCRIPTIONS ADMINISTRATION 45.00 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/5/2023 8:04:09 Council Check Register by GL Page- 20 Council Check Register by Invoice&Summary 11/18/2022-- 1/6/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 314958 1/4/2023 100580 MAMA Continued... 314959 1/4/2023 138342 MANSFIELD OIL COMPANY 16,145.96 DIESEL(5253 GA) 433080 23820321 1000.1525 INVENTORY-DIESEL FUEL GENERAL FUND BALANCE SHEET 10,004.81 DIESEL ON SPOT BLENDED(2253 G 433081 23820322 1000.1525 INVENTORY-DIESEL FUEL GENERAL FUND BALANCE SHEET 17,593.03 NO LEAD ON SPOT(8000 GA) 433085 23859317 1000.1520 INVENTORY-UNLEADED FUEL GENERAL FUND BALANCE SHEET 43,743.80 314960 1/4/2023 112614 METRO CHIEF FIRE OFFICERS ASSN 100.00 2023 MEMBER DUES 432954 20221212 1000.1560 PREPAID EXPENSES GENERAL FUND BALANCE SHEET 100.00 314961 1/4/2023 110510 MLEEA 585.00 EXPLORER CONF-DEMO-ROCH MN 432942 5244 1225.6276 SCHOOLS/CONFERENCES/EXP OTHERPOLICE TRAINING 585.00 EXPLORER CONF-MACK-ROCH MN 432942 5244 1225.6276 SCHOOLS/CONFERENCES/EXP OTHERPOLICE TRAINING 585.00 EXPLORER CONF-LUNDBERG-ROCH MN 432942 5244 1225.6276 SCHOOLS/CONFERENCES/EXP OTHERPOLICE TRAINING 1,755.00 314962 1/4/2023 100638 MN SAFETY COUNCIL 736.00 MN SAFETY COUNCIL MEMBERSHIP 432932 6072023 1020.6280 DUES&SUBSCRIPTIONS HUMAN RESOURCES 736.00 314963 1/4/2023 100762 MN STATE FIRE DEPT ASSOC 495.00 MEMBERSHIP DUES 2023 432953 20221219 1300.6280 DUES&SUBSCRIPTIONS FIRE MANAGEMENT 495.00 314964 1/4/2023 151869 MODIST BREWING CO LLC 325.00 BEER#1 00052303 432903 37274 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 30.00- CMBEER#1 00052303 432904 37274 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 897.00 BEER#3 00052303 432907 37280 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 303.00 BEER#1 00052303 432905 37485 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 164.00 BEER#3 00052303 432908 37615 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 130.00 BEER#2 00052303 432906 37616 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 1,789.00 314965 1/4/2023 157282 MOOSE LAKE BREWING CO 180.00 BEER#1 00052865 432910 1216010 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 96.00 BEER#1 00052865 432909 1227001 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 276.00 314966 1/4/2023 128699 MUNICIPAL EMERGENCY SERVICES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/5/2023 8:04:09 Council Check Register by GL Page- 21 Council Check Register by Invoice&Summary 11/18/2022-- 1/6/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 314966 1/4/2023 128699 MUNICIPAL EMERGENCY SERVICES Continued... 309.56 SHIRTS 432938 IN1803620 1330.6281 UNIFORM/CLOTHING ALLOWANCE FIRE OPERATIONS 309,56 314967 1/4/2023 100995 NAPA AUTO PARTS 21 14 WIPERS#331 432952 5763883049 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCI 21.14 314968 1/4/2023 100712 NORTHWEST CHAPTER FBINAA 60.00 CULTURE COURAGE PROF-FRANCIS 433059 20221219 1225,6275 SCHOOLS/CONFERENCES/EXP LOCAL POLICE TRAINING 60.00 CULTURE COURAGE PROF-DAHLSTROM 433059 20221219 1225.6275 SCHOOLS/CONFERENCES/EXP LOCAL POLICE TRAINING 60.00 CULTURE COURAGE PROF-SPILLERS 433059 20221219 1225.6275 SCHOOLS/CONFERENCES/EXP LOCAL POLICE TRAINING 60.00 CULTURE COURAGE PROF-ZAUHAR 433059 20221219 1225.6275 SCHOOLS/CONFERENCES/EXP LOCAL POLICE TRAINING 240.00 314969 1/4/2023 120187 NRPA 180.00 NRPA MEMBERSHIP-ERIC 432931 20221202 1700.6280 DUES&SUBSCRIPTIONS PARK&RECREATION MANAGEMEN 180.00 314970 1/4/2023 156637 OGLEBAY 2,736.90 PK MANT-ROTHER-WHEELING WV 429245 20221024 1775.6276 SCHOOLS/CONFERENCES/EXP OTHERPARK MAINTENANCE TRAINING 2,736.90 314971 1/4/2023 156797 PORTAGE BREWING COMPANY 244.50 BEER#1 00052810 432911 31208 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 279.00 BEER#3 00052810 432913 31213 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 105.00 BEER#1 00052810 432912 31259 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 628.50 314972 1/4/2023 137785 PROPERTY TAXATION&RECORDS 92.00 RECORD-AV FORD/CARROLL CENTER 432941 20221208 1015.6239 PRINTING CITY CLERK/ELECTIONS 92.00 314973 1/4/2023 153484 PRYES BREWING COMPANY LLC 137.67 BEER#1 00052530 432914 47698 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 502.00 BEER#3 00052530 432915 48315 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 639.67- 314974 1/4/2023 149126 RED BULL DISTRIBUTION COMPANY 962.88 TAX#1 00052064 432916 5004145724 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 962.88 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/5/2023 8:04:09 Council Check Register by GL Page- 22 Council Check Register by Invoice&Summary 11/18/2022-- 1/6/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 314974 1/4/2023 149126 RED BULL DISTRIBUTION COMPANY Continued... 314975 1/4/2023 158200 REDSTONE DESIGN LLC 7,900.00 NRMP-12121 GALAXIE AVE 432944 20221216 4900.2420 NRMP FIN GUAR-DEVELOPER DEP PHYSICAL IMPROV ESCROW BAL SI 7,900.00 314976 1/4/2023 157897 SCOTT NELSON COACHING INC 1,000.00 LEADERSHIP/TEAM BUILDING 433046 2261 1700.6275 SCHOOLS/CONFERENCES/EXP LOCAL PARK&RECREATION MANAGEMEN 1,000.00 314977 1/4/2023 100829 SHAMROCK GROUP INC 120.00 NO TAX#1 00052880 432918 2841385 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 127.25 NO TAX#3 00052880 432920 2841499 5085.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 111.60 NO TAX#2 00052880 432919 2843132 5055.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 130.95 NO TAX#1 00052880 432917 2846889 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 489.80 314978 1/4/2023 154912 SP3 LLC 632.50 BEER#3 00052668 432923 171958 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 11.83- CMBEER#3 00052668 432925 173151 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 535.50 BEER#3 00052668 432924 173373 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 863.00 BEER#1 00052668 432922 173377 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 2,019.17 314979 1/4/2023 156199 TAFT STETTINIUS&HOLLISTER LLP 18,000.00 BOND COUNSEL FEE 22A CIP BOND 432961 4103211 4422.7010 2021173G BOND ISSUANCE EXPENSES '21 FACILITIES CIP 18,000.00 314980 1/4/2023 100825 TARPS INC 290.00 PICKLEBALL SCREENS 433057 5969 1745.6229 GENERAL SUPPLIES PARK CRT/GAME AREA MAINTENAN 290.00 314981 1/4/2023 100990 TRI-COUNTY LAW ENFORCEMENT ASSOCIATION 75.00 TRI-COUNTY MEMBERSHIP 433023 20221201 1200.6280 DUES&SUBSCRIPTIONS POLICE MANAGEMENT 75.00 314982 1/4/2023 157858 URSA MINOR BREWING LLC 585.70 BEER#1 00052890 432927 3508 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 585.70 314983 1/4/2023 101467 VALLEY IMAGES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/5/2023 8:04:09 Council Check Register by GL Page- 23 Council Check Register by Invoice&Summary 11/18/2022-- 1/6/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 314983 1/4/2023 101467 VALLEY IMAGES Continued... 110,00 VALLEY IMAGES OFFICER PHOTO 433044 1233 1200.6239 PRINTING POLICE MANAGEMENT 50.00 VALLEY IMAGES OFFICER PHOTO 433022 3167 1200.6239 PRINTING POLICE MANAGEMENT 110,00 VALLEY IMAGES OFFICER PHOTO 433021 3286 1200.6239 PRINTING POLICE MANAGEMENT 110.00 VALLEY IMAGES OFFICER PHOTO 433045 3492 1200.6239 PRINTING POLICE MANAGEMENT 380.00 314984 1/4/2023 158208 VERIZON WIRELESS SERVICES LLC 125.00 CELL PHONE TRACKING 433053 9022310871 1215.6249 OTHER CONTRACTUAL SERVICES POLICE DETECTIVE UNIT 125.00 314985 1/4/2023 157772 WABASHA BREWING CO 232 87 BEER#3 00052881 432928 6106 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 232.87 314986 1/4/2023 158211 ZURBANO,LYNETTE 214.33 UB REFUND 15720 FRANCE WAY 433050 20221229C 5301.4997 WATER/SEWER ACCT REFUNDS WATER&SEWER FUND REVENUE 214.33 20221227 12/22/2022 148015 EMPOWER 150.00 MNDCP-ROTH 457 CONTRIBUTIONS 432232 1221229131411 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 1,666.00 MNDCP-457 CONTRIBUTIONS 432232 1221229131411 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 1,816.00 20221228 12/2212022 148869 EMPOWER(HCSP) 324.15 SERGEANT HCSP FUNDING-GROSS WA 432234 1221229131413 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 906.70 ADMIN HCSP FUNDING-GROSS WAGES 432234 1221229131413 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 1,240.33 POLICE HCSP FUNDING-GROSS WAGE 432234 1221229131413 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 1,266.77 SCH 2 HCSP FUNDING-GROSS WAGES 432234 1221229131413 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 1,540.26 HCSP FUNDING-ANN LV/COMP 432234 1221229131413 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 5,278.21 20221229 12/23/2022 102664 US BANK 10,098.58 EMPLOYEE MEDICARE 432241 122122913149 9000.2111 ACCRUED FEDERAL/FICA PAYROLL CLEARING BAL SHEET 10,098.58 CITY SHARE MEDICARE 432241 122122913149 9000.2111 ACCRUED FEDERAL/FICA PAYROLL CLEARING BAL SHEET 28,754.25 EMPLOYEE FICA 432241 122122913149 9000.2111 ACCRUED FEDERAL/FICA PAYROLL CLEARING BAL SHEET __213.754 75 C1.I.Y SHAREFIC.A �43224..1_122122913149 90A4.2111 —ACCRUED.FEDERAL/FIO.A.. _ PAYROLL CLEARING BALSHEET 67,812.42 FEDERAL TAXES PR 432241 122122913149 9000.2111 ACCRUED FEDERAL/FICA PAYROLL CLEARING BAL SHEET 145,518.08 20221230 12/22/2022 101238 MINNESOTA CHILD SUPPORT PAYMEN R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/5/2023 8:04:09 Council Check Register by GL Page- 24 Council Check Register by Invoice&Summary 11/18/2022-- 1/6/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 20221230 12/22/2022 101238 MINNESOTA CHILD SUPPORT PAYMEN Continued... 121.50 CHILD SUPPORT DEDUCTIONS 432239 122122913147 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 397.50 CHILD SUPPORT DEDUCTIONS 432240 122122913148 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 519.00 20221231 12/23/2022 100657 MN DEPT OF REVENUE 30,792.23 STATE TAX WITHHOLDING 432238 122122913146 9000.2112 ACCRUED STATE W/H PAYROLL CLEARING BAL SHEET 30,792.23 20221232 12/23/2022 100392 PUBLIC EMPLOYEES RETIREMENT AS 57,324.54 EMPLOYEE SHARE PERA 432237 122122913145 9000.2114 ACCRUED PERA PAYROLL CLEARING BAL SHEET 75,254.16 CITY SHARE PERA 432237 122122913145 9000.2114 ACCRUED PERA PAYROLL CLEARING BAL SHEET 132,578.70 20221234 12/22/2022 100009 AFSCME COUNCIL#5 1,288.21 UNION DUES 431492 1207221252591 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 1,287.72 UNION DUES 432230 122122913141 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 2,575.93 20221235 12/22/2022 151440 VANTAGEPOINT TRANSFER AGENTS 2,558.50 ROTH 457-PLAN#301171-FIRE TOO 432235 1221229131414 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 2,558.50 20221236 12/22/2022 100240 VANTAGEPOINT TRANSFER AGENTS-457 FT 26,055.75 ICMA-PLAN#301171-FIRE TOO 432236 122122913143 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 26,055.75 20221237 12/22/2022 126459 VANTAGEPOINT TRANSFER AGENTS-ROTH 2,618.25 ROTH IRA-PLAN#705481 432231 1221229131410 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 2,618.25 20221238 12/27/2022 148841 FURTHER 264 00 HSA MONTHLY 433013 16461081N 7205.6235 CONSULTANT SERVICES INSURANCE CLAIMS 352.50 BENEFITS SOLUTION 433013 16461081N 7205.6235 CONSULTANT SERVICES INSURANCE CLAIMS 616.50 20221239 12/28/2022 100319 CENTERPOINT ENERGY 56.07 GALAXIE PK GAS NOV 433014 55848238NOV22 1730.6256 UTILITIES-NATURAL GAS PARK BUILDING MAINTENANCE 1,066.22 GOLF GAS NOV 433015 96338967NOV22 2215.6256 UTILITIES-NATURAL GAS GOLF CLUBHOUSE BUILDING 1,122.29 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/5/2023 8:04:09 Council Check Register by GL Page- 25 Council Check Register by Invoice&Summary 11/18/2022-- 1/6/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 20221140 11/18/2022 156146 US BANK-ETRANS 565,000.00 TRANSFER FROM MNY MKT 433018 20221118 2000.1010 CASH AND INVESTMENTS INVESTMENT FUND BALANCE SHEE 565,000.00 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/5/2023 8:04:09 Council Check Register by GL Page- 26 Council Check Register by Invoice&Summary 11/18/2022-- 1/6/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 20221139 11/30/2022 156146 US BANK-ETRANS 7,819,743.37 TRANSFER TO MNY MKT-CIP 433017 20221130 4420.1009 UNSPENT BOND PROCEEDS '21 FACILITIES CIP BAL SHT 7,819,743.37 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/5/2023 8:04:09 Council Check Register by GL Page- 27 Council Check Register by Invoice&Summary 11/18/2022-- 1/6/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 20221138 11/30/2022 156146 US BANK-ETRANS 2,006,033.78 TRANSFER TO MNY MKT-STORM 433016 20221130 5530.1009 UNSPENT BOND PROCEEDS 2022A STORMWATER BOND BS 2,006,033.78 11,360,607.08 Grand Total Payment Instrument Totals Checks 358,885.57 EFT Payments 10,742,826.59 A/P ACH Payment 258,894.92 Total Payments 11,360,607.08 „Q.4, 4. \ i' I f R55CKS2 LOGIS100 CITY OF APPLE VALLEY 1/5/2023 8:04:13 Note: Payment amount may not reflect the actual amount due to data sequencing and/or data selection. Council Check Summary Page- 1 11/18/2022- 1/6/2023 Company Amount 01000 GENERAL FUND 133,907.85 02000 INVESTMENT FUND 565,000.00 02010 CABLE TV RESERVE FUND 937.94 02025 ROAD ESCROW FUND 24,849.50 02090 PARTNERS IN EDUCATION 1,396.62 02095 CENTRAL VILLAGE PARKING LOT 94.99 02200 VALLEYWOOD GOLF FUND 2,245,53 03210 EDA OPERATIONS FUND 320.00 04420 '21 FACILITIES CIP 7,867,092.38 04500 CONSTRUCTION PROJECTS 18,813.00 04900 PHYSICAL IMPROVEMENTS ESCROW F 25,600.00 05000 LIQUOR FUND 158,725.48 05200 ARENA FUND 13,016.80 05300 WATER&SEWER FUND 149,398.92 05500 STORM DRAINAGE UTILITY FUND 2,925.27 05530 2022A STORMWATER BOND 2,006,033.78 05600 CEMETERY FUND LEVEL PROGRAM 118.16 05800 STREET LIGHT UTIL FUND 39,203.71 07200 RISK MANAGEMENT/INSURANCE FUND 616.50 09000 PAYROLL CLEARING FUND 350,310.65 Report Totals 11,360,607.08 f R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/12/2023 7:49:58 Council Check Register by GL Page- 1 Council Check Register by Invoice&Summary 11/7/2022 -- 1/13/2023 • Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 28062 1/13/2023 100101 ACE HARDWARE .27- DISCOUNT 433307 101360965591 1765.6333 GENERAL-CASH DISCOUNTS PARK EQUIPMENT MAINTENANCE 2.79 EQUIPMENT PARTS 433307 101360965591 1765,6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE .29- DISCOUNT 433308 101400965241 5390.6333 GENERAL-CASH DISCOUNTS SWR EQUIP/VEHICLE MISC MNTC/R 2.99 STRAP FOR 401 433308 101400965241 5390.6229 GENERAL SUPPLIES SWR EQUIP/VEHICLE MISC MNTC/R 3.03- DISCOUNT 433309 101400965331 5325.6333 GENERAL-CASH DISCOUNTS WATER TREATMENT FCLTY MNTC/P 30.36 SUPPLY LINE 4 WAY VALVE 433309 101400965331 5325.6229 GENERAL SUPPLIES WATER TREATMENT FCLTY MNTC/P 32,55 28063 1/13/2023 144685 AM CRAFT SPIRITS INC 58.50 LIQ#3 00051504 433211 16023 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 42.00 TAX#3 00051504 433212 16023 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 293.50 NTAX#3 00051504 433213 16023 5085.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 3.00 FREIGHT#3 00051504 433214 16023 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 230.00 TAX#3 00051504 433209 16073 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 3.00 FREIGHT#3 00051504 433210 16073 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 630.00 28064 1/13/2023 100609 ASPEN EQUIPMENT CO 215.00 EQUIPMENT PARTS 433168 10243617 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 307.00 EQUIPMENT PARTS-248 PLOW 433166 10243777 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 522.00 28065 1/13/2023 100709 BATTERIES PLUS BULBS 37.94 BATTERIES 433304 P58426710 5210.6215 EQUIPMENT-PARTS ARENA 1 BUILDING MAINTENANCE 37.94 28066 1/13/2023 100058 BELLBOY CORPORATION 60.00 TAX#1 00004928 433215 106203900 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 173.00 NTAX#1 00004928 433216 106203900 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 18.00 TAX#3 00004928 433232 106204000 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 168.30 NTAX#3 00004928 433233 106204000 5085.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 201.96 TAX#2 00004928 433219 106212100 5055.6540 TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 5.99- CMTAX#2 00004928 433220 106212100 5055.6540 TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 25.45 NTAX#2 00004928 433221 106212100 5055.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 7.40- CMTAX#2 00004928 433218 106216100 5055.6540 TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES B0.05 TAX#1 - 00004928-433213' 106233600 -5015.6540 TAXABL-MISC FOR RESALE LIQUOR#1:STOCK PURCHASES - 163.50 TAX#3 00004928 433241 106240600 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 90.65 NTAX#3 00004928 433242 106240600 5085.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 207.60 LIQ#3 00004928 433349 106265200 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 74.85 TAX#3 00004928 433350 106265200 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/12/2023 7:49:58 Council Check Register by GL Page- 2 Council Check Register by Invoice&Summary 11/7/2022 -- 1/13/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 28066 1/13/2023 100058 BELLBOY CORPORATION Continued... 183.75 LIQ#1 00004928 433224 97788600 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 10.00 FREIGHT#1 00004928 433225 97788600 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 315.50 LIQ#2 00004928 433229 97788800 5055,6510 LIQUOR LIQUOR#2 STOCK PURCHASES 48.75 TAX#2 00004928 433230 97788800 5055.6540 TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 16.00 FREIGHT#2 00004928 433231 97788800 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 821.50 LIQ#3 00004928 433237 97788900 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 73.50- CMLIQ#3 00004928 433238 97788900 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 40.00 FREIGHT#3 00004928 433239 97788900 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 2.70- CMFREIGHT#3 00004928 433240 97788900 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 521.85 LIQ#1 00004928 433222 97832000 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 8.00 FREIGHT#1 00004928 433223 97832000 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 475.26 LIQ#3 00004928 433234 97832100 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 67.95 NTAX#3 00004928 433235 97832100 5085.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 8.00 FREIGHT#3 00004928 433236 97832100 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 1,278.65 LIQ#3 00004928 433247 97907900 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 20.00 FREIGHT#3 00004928 433248 97907900 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 332.75 LIQ#1 00004928 433226 97908000 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 167.00 NTAX#1 00004928 433227 97908000 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 10.00 FREIGHT#1 00004928 433228 97908000 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 201.00 LIQ#3 00004928 433243 97922400 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 396.00 WINE#3 00004928 433244 97922400 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 167.00 NTAX#3 00004928 433245 97922400 5085.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 14.00 FREIGHT#3 00004928 433246 97922400 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 620.00 LIQ#3 00004928 433347 97987600 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 10.00 FREIGHT#3 00004928 433348 97987600 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 510.00 LIQ#1 00004928 433345 97988000 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 8.00 FREIGHT#1 00004928 433346 97988000 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 7,404.73 28067 1/13/2023 121092 BOURGET IMPORTS 1,784.00 WINE#3 00045600 433249 192705 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 16.00 FREIGHT#3 00045600 433250 192705 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 1,104.00 WINE#3 00045600 433251 193062 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 20.00 FREIGHT#3 00045600 433252 193062 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 2,924.00 28068 1/13/2023 100102 COLLEGE CITY BEVERAGE 20.42- CMBEER#3 00000114 433425 179700021 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 1.59- CMBEER#2 00000114 433409 179700025 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 50.80- CMBEER#1 00000114 433373 857584 5015.6530 BEER LIQUOR#1 STOCK PURCHASES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/12/2023 7:49:58 Council Check Register by GL Page- 3 Council Check Register by Invoice&Summary 11/7/2022 -- 1/13/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 28068 1/13/2023 100102 COLLEGE CITY BEVERAGE Continued... 405.40 LIQ#1 00000114 433374 857585 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 13,595.94 BEER#1 00000114 433375 857586 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 42.50 TAX#1 00000114 433376 857586 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 49.00 NTAX#1 00000114 433377 857586 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 239.00- CMBEER#2 00000114 433399 857625 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 209.40 LIQ#2 00000114 433401 857626 5055,6510 LIQUOR LIQUOR#2 STOCK PURCHASES 33.60 WINE#2 00000114 433402 857626 5055,6520 WINE LIQUOR#2 STOCK PURCHASES 4,597.15 BEER#2 00000114 433404 857627 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 49.38- CMBEER#3 00000114 433416 857693 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 320.80 LIQ#3 00000114 433417 857694 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 7,676.25 BEER#3 00000114 433418 857696 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 4,021.50- CMBEER#2 00000114 433400 858019 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 3,880.80 BEER#2 00000114 433403 858020 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 48.83- CMBEER#1 00000114 433378 859733 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 670.30 LIQ#1 00000114 433379 859734 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 6,792,25 BEER#1 00000114 433380 859735 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 14.00 TAX#1 00000114 433381 859735 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 73.50 NTAX#1 00000114 433382 859735 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 42.30 LIQ#2 00000114 433405 859808 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 67.20 WINE#2 00000114 433406 859808 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 4,450.95 BEER#2 00000114 433407 859809 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 10.00- CMBEER#3 00000114 433419 859906 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 840.10 LIQ#3 00000114 433420 859907 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 67.50 WINE#3 00000114 433421 859907 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 5,222.50 BEER#3 00000114 433422 859908 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 87.00 TAX#3 00000114 433423 859908 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 49.00 NTAX#3 00000114 433424 859908 5085.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 2,630.85 BEER#2 00000114 433408 861945 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 57.99- CMBEER#1 00000114 433383 861946 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 278.90 LIQ#1 00000114 433384 861947 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 8,365.65 BEER#1 00000114 433385 861948 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 97.80 TAX#1 00000114 433386 861948 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 24.50 NTAX#1 00000114 433387 861948 5015,6545 NON-TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 42.30 LIQ#3 00000114 433426 862046 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 7,615.70 BEER#3 00000114 433427 862047 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 15g:45 TAX#3 '800001'14 433428- 862047- - - 5085:6540' TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCI-GASES 15.42- CMBEER#1 00000114 433388 863530 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 690.95 LIQ#1 00000114 433389 863541 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 75.00 WINE#1 00000114 433390 863541 5015,6520 WINE LIQUOR#1 STOCK PURCHASES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/12/2023 7:49:58 Council Check Register by GL Page- 4 Council Check Register by Invoice&Summary 11/7/2022 -- 1/13/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 28068 1/13/2023 100102 COLLEGE CITY BEVERAGE Continued... 8,542.27 BEER#1 00000114 433391 863542 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 96.00 TAX#1 00000114 433392 863542 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 24.50 NTAX#1 00000114 433393 863542 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 5.00- CMBEER#2 00000114 433410 863601 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 84.60 WINE#2 00000114 433411 863602 5055,6520 WINE LIQUOR#2 STOCK PURCHASES 2,072.25 BEER#2 00000114 433412 863603 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 265.10 LIQ#3 00000114 433429 863661 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 7,032.55 BEER#3 00000114 433430 863662 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 14.00 TAX#3 00000114 433431 863662 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 24.50 NTAX#3 00000114 433432 863662 5085.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 115.21- CMBEER#1 00000114 433394 865681 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 272.65 LIQ#1 00000114 433396 865682 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 8.43- CMBEER#2 00000114 433413 865726 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 187.30 LIQ#2 00000114 433414 865727 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 1,994.55 BEER#2 00000114 433415 865728 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 103.83- CMBEER#3 00000114 433433 865807 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 696.90 LIQ#3 00000114 433434 865808 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 5,952.80 BEER#3 00000114 433435 865809 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 89.05 TAX#3 00000114 433436 865809 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 1,115.20- CMBEER#1 00000114 433395 866302 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 1,075.20 BEER#1 00000114 433397 866303 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 7,064.80 BEER#1 00000114 433398 866725 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 98,803.96 28069 1/13/2023 123296 CTM SERVICES 120.49 TIRE WASH PUMP PARTS 433305 5729 5215.6215 EQUIPMENT-PARTS ARENA 1 EQUIPMENT MAINTENANC 120.49 28070 1/13/2023 100128 DAKOTA ELECTRIC ASSOCIATION 690.89 GALAXIE/160TH LED FIXTURE RPL 433177 200002442135DEC 5805.6249 OTHER CONTRACTUAL SERVICES STREET LIGHT UTILITY FUND 22 73.33 SIGNAL 140TH/GARDNVW DEC 433202 200003037769DEC 5805,6255 UTILITIES-ELECTRIC STREET LIGHT UTILITY FUND 22 37.89 SIGNAL 140TH/HAYES DEC 433201 200003037777DEC 5805.6255 UTILITIES-ELECTRIC STREET LIGHT UTILITY FUND 22 52.73 FOUNDERS/GALAXIE SIGNAL DEC 433294 200003777430DEC 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 22 44.93 GALAXIE/FOUNDER LN SPKLR DEC 433295 200003919925DEC 1610.6255 UTILITIES-ELECTRIC STREET/BOULEVARD REPAIR&MN 22 425.84 15281 FOUNDERS BLVD LIGHTS DEC 433206 200004198750DEC 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/12/2023 7:49:58 Council Check Register by GL Page- 5 Council Check Register by Invoice&Summary 11/7/2022 -- 1/13/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 28070 1/13/2023 100128 DAKOTA ELECTRIC ASSOCIATION Continued... 22 148.16 LIFT STN STRM SWR GALAXIE DEC 433296 200004229209DEC 5505.6255 UTILITIES-ELECTRIC STORM DRAIN MNTC/RPR/SUMPS 22 17.04 GARDENVIEW DR PK SHLTR DEC 433203 200004331096DEC 1730.6255 UTILITIES-ELECTRIC PARK BUILDING MAINTENANCE 22 20.50 REDWOOD PKS RESTRM DEC 433293 200004514691DEC 1730.6255 UTILITIES-ELECTRIC PARK BUILDING MAINTENANCE 22 17.57 15763 HEYWOOD CT DEC 433204 200010053463DEC 1210.6255 UTILITIES-ELECTRIC POLICE FIELD OPERATIONS/PATRO 22 1,528.88 28071 1/13/2023 158137 DISCOVER PRODUCTS INC 64.00 INV BILL FOR WARRANT 433205 CS20221013005 1215.6249 OTHER CONTRACTUAL SERVICES POLICE DETECTIVE UNIT 64 00 28072 1/13/2023 134313 HEYNE,RICHARD J 41.75 DEC MILEAGE-HEYNE 433195 20221230 5005.6277 MILEAGE/AUTO ALLOWANCE LIQUOR GENERAL OPERATIONS 41.75 28073 1/13/2023 137297 HUMERATECH 19,905.37 HAYES TUBE HEATERS 433117 220904 5265.6740 CAPITAL OUTLAY-MACH/EQ/OTHER ARENA 2 BLDG MAINTENANCE-HAY 19,905.37 28074 1/13/2023 103314 INNOVATIVE OFFICE SOLUTIONS 42.96 LABELS,PAPER PADS,PENS 433279 IN4047960 1200.6210 OFFICE SUPPLIES POLICE MANAGEMENT 14.24 PENS FOR BARB IN FIRE 433300 IN4048394 1300.6210 OFFICE SUPPLIES FIRE MANAGEMENT 38.54 FOOTREST FOR JENAE 433300 IN4048394 1015.6210 OFFICE SUPPLIES CITY CLERK/ELECTIONS 41.73 STAPLES,MARKERS&HIGHLIGHTERS 433300 IN4048394 1035.6210 OFFICE SUPPLIES FINANCE 4.90 RUBBER BANDS FOR SUPPLY ROOM 433282 IN4049255 1035.6210 OFFICE SUPPLIES FINANCE 142.37 28075 1/13/2023 100279 LAW ENFORCEMENT LABOR SERVICES 3,172.50 UNION DUES 433106 10523936363 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 3,172.50 2.8076-1/13/2023 101371 LAWELL,MICHAEL T — — — — — — 255.00 NLC CITY SUMMIT-LAWELL 432772 20221120 1010.6278 SUBSISTENCE ALLOWANCE ADMINISTRATION 1,044.77 NLC CITY SUMMIT-LAWELL 432772 20221120 1010.6276 SCHOOLS/CONFERENCES/EXP OTHERADMINISTRATION 1,299.77 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/12/2023 7:49:58 Council Check Register by GL Page- 6 Council Check Register by Invoice&Summary 11/7/2022 -- 1/13/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 28077 1/13/2023 148457 LEGACY COMPANIES INC Continued... 338.00 REPAIR AND DIAG-LOUD PUMP 433184 4588 5095.6266 REPAIRS-BUILDING LIQUOR#3 OPERATIONS 338.00 28078 1/13/2023 100289 LOGIS 2,242.50 NETWORK SERVICES 433120 53057 1030.6235 CONSULTANT SERVICES INFORMATION TECHNOLOGY 2,242.50 28079 1/13/2023 100293 MACQUEEN EQUIPMENT 54:02 TRUCK 401 SCREEN 433190 P46537 5390.6215 EQUIPMENT-PARTS SWR EQUIPNEHICLE MISC MNTC/R 54.02 28080 1/13/2023 100299 MASTER ELECTRIC CO 212.86 LIGHT REPAIR-HUNTINGTON 433169 SD43653 1730.6249 OTHER CONTRACTUAL SERVICES PARK BUILDING MAINTENANCE 311.32 HOT WATER ELECTRIC REPAIR 433193 SD43690 1900.6266 REPAIRS-BUILDING AV COMMUNITY CENTER 524.18 28081 1/13/2023 100302 MCNAMARA CONTRACTING INC 1,472.50 PENN/140TH/145TH ST IMPR-PMT#4 433145 20221130 2027.6810 2022106R CONSTRUCTION IN PROGRESS ROAD ESCROW 2,773.05 PENN!140TH/145TH ST IMPR-PMT#4 433145 20221130 2027.6810 2022106D CONSTRUCTION IN PROGRESS ROAD ESCROW 4,085.00 PENN/140TH/145TH ST IMPR-PMT#4 433145 20221130 2027.6810 2022106R CONSTRUCTION IN PROGRESS ROAD ESCROW 192,102.59 PENN/140TH/145TH ST IMPR-PMT#4 433145 20221130 2027.6810 2022106R CONSTRUCTION IN PROGRESS ROAD ESCROW 101,991.16 133RD ST&UTIL IMPROVE-PMT#6 433144 20221204 2027.6810 2022104R CONSTRUCTION IN PROGRESS ROAD ESCROW • 1,006.51 133RD ST&UTIL IMPROVE-PMT#6 433144 20221204 2112.6810 2022104W CONSTRUCTION IN PROGRESS CARES ACT 2020 3,709.14 133RD ST&UTIL IMPROVE-PMT#6 433144 20221204 2112.6810 2022104S CONSTRUCTION IN PROGRESS CARES ACT 2020 29,414.66 133RD ST&UTIL IMPROVE-PMT#6 433144 20221204 2112.6810 2022104W CONSTRUCTION IN PROGRESS CARES ACT 2020 108,869.67 133RD ST&UTIL IMPROVE-PMT#6 433144 20221204 2112.6810 2022104S CONSTRUCTION IN PROGRESS CARES ACT 2020 44,606.23 133RD ST&UTIL IMPROVE-PMT#6 433144 20221204 5505.6810 2022104D CONSTRUCTION IN PROGRESS STORM DRAIN MNTC/RPR/SUMPS 490,030.51 28082 1/13/2023 146279 NORDIC MECHANICAL SERVICES,I 350.00 EDUBLDG-HVAC BOILER CHECK 433306 68004 2092.6266 REPAIRS-BUILDING EDUCATION BUILDING FUND 350.00 28083 1/13/2023 120496 RENT N'SAVE PORTABLE SERVICES 440.00 PARK BIFF SERVICE 433118 71070 1770.6310 RENTAL EXPENSE PARK GENERAL MAINTENANCE 440.00 28084 1/13/2023 144495 SMALL LOT MN 424.08 WINE#3 00051469 433318 60792 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 5.00 FREIGHT#3 00051469 433319 60792 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/12/2023 7:49:58 Council Check Register by GL Page- 7 Council Check Register by Invoice&Summary 11/7/2022 -- 1/13/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 28084 1/13/2023 144495 SMALL LOT MN Continued,,. 429.08 28085 1/13/2023 100457 STREICHERS INC 149.98 NEW HIRE UNIFORMS 433289 11605971 1210.6281 UNIFORM/CLOTHING ALLOWANCE POLICE FIELD OPERATIONS/PATRO 90.00 NEW HIRE UNIFORMS 433287 11606906 1210.6281 UNIFORM/CLOTHING ALLOWANCE POLICE FIELD OPERATIONS/PATRO 239.98 28086 1/13/2023 147460 TRADITION WINE&SPIRITS 416.00 WINE#3 00051881 433320 34606 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 8.00 FREIGHT#3 00051881 433321 34606 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 424.00 28087 1/13/2023 118830 UHL COMPANY,INC. 565.00 AVCC-HVAC REPAIRS 433181 49100 1900.6266 REPAIRS-BUILDING AV COMMUNITY CENTER 565.00 28088 1/13/2023 122010 VINOCOPIA 152.00 TAX#1 00046257 433322 320150 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 14.00 FREIGHT#1 00046257 433323 320150 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 705.50 LIQ#3 00046257 433328 320237 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 144.00 WINE#3 00046257 433329 320237 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 16.00 FREIGHT#3 00046257 433330 320237 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 93.96 LIQ#1 00046257 433324 320706 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 260.00 WINE#1 00046257 433325 320706 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 144.00 TAX#1 00046257 433326 320706 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 16.50 FREIGHT#1 00046257 433327 320706 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 816,00 WINE#3 00046257 433331 320903 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 26.75 TAX#3 00046257 433332 320903 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 16.00 FREIGHT#3 00046257 433333 320903 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 2,404.71 28089 1/13/2023 100081 WASTE MANAGEMENT-BURNSVILLE LANDFILL 391.80 PARK TRASH 433298 3627502911 1720.6240 CLEANING SERVICE/GARBAGE REMOVPARK GROUNDS MAINTENANCE 391.80 - -2$09o-1/-13/2023- 100520 WINE COMPANY,THE- - - 984.00 WINE#3 00015926 433336 223805 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 14.00 FREIGHT#3 00015926 433337 223805 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 396.00 LIQ#3 00015926 433338 224343 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 956.00 WINE#3 00015926 433339 224343 5085.6520 WINE LIQUOR#3 STOCK PURCHASES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/12/2023 7:49:58 Council Check Register by GL Page- 8 Council Check Register by Invoice&Summary 11/7/2022 -- 1/13/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 28090 1/13/2023 100520 WINE COMPANY,THE Continued... 16.00 FREIGHT#3 00015926 433340 224343 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 448.00 WINE#1 00015926 433334 224354 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 10.00 FREIGHT#1 00015926 433335 224354 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 2,824.00 28091 1/13/2023 100529 ZINCK,JAMES R 51.24 DECEMBER MILEAGE-ZINCK 433281 20221230 2205.6277 MILEAGE/AUTO ALLOWANCE GOLF MANAGEMENT 51.24 314987 1/11/2023 158222 HOESCHEN,CINDY 150.00 WATER EFFICIENCY REBATE 433131 20221128 5301,4910 WATER CHARGES WATER&SEWER FUND REVENUE 150.00 314988 1/11/2023 158205 RECEIVABLES CONTROL CORP 590.00 AVCC PARTITION REPAIRS 433183 5935 1900.6266 REPAIRS-BUILDING AV COMMUNITY CENTER 590.00 314989 1/11/2023 152066 3 GUYS SEWING 61.00 TEEN ACADEMY SHIRTS 433123 8827 1275.6229 GENERAL SUPPLIES POL COMMUN OUTREACH/CRIME P 61.00 314990 1/11/2023 143651 ACROSS THE STREET PRODUCTIONS 2,079.00 SUBSCRIPTION-BLUECARD TRAINING 433099 INV13135 1310.6275 SCHOOLS/CONFERENCES/EXP LOCAL FIRE TRAINING 2,079.00 314991 1/11/2023 158206 ADAMS,ERIC 169.00 KENT-SHED VARIANCE 433186 20221228 1001.4215 2023117L FEES-SPECIAL USE GENERAL FUND REVENUE 774.00 KENT-SHED VARIANCE ESCROW 433186 20221228 4501.5078 2023117L ESCROW-PROJECT COSTS CONSTRUCTION PROJECTS REV 943.00 314992 1/11/2023 153995 AMAZON CAPITAL SERVICES 64,95 BASKETBALL NETS. 433170 117X1XT9QTJV 1900.6229 GENERAL SUPPLIES AV COMMUNITY CENTER 49.00 BADMINTON RACKETS. 433185 1FP1X1JW43YJ 1900.6229 GENERAL SUPPLIES AV COMMUNITY CENTER 63.98 MONITOR MOUNT 433285 1GG1XCFQQJTV 2012.6211 SMALL TOOLS&EQUIPMENT CABLE TV JOINT POWERS 20.37 OFFICE WHEEL 433297 1J7CCD3GWN63 1875.6229 GENERAL SUPPLIES REC PRESCHOOL PROGRAMS 60.98 EXTERNAL HARD DRIVE 433199 1JLJXXVVNTFW 1200.6229 GENERAL SUPPLIES POLICE MANAGEMENT 89.12- EQUIPMENT CLEANING SUPPLIES 433175 1LCQJWPMVFKH 2240.6229 GENERAL SUPPLIES GOLF EQUIPMENT MAINTENANCE 151.88 LIQ1 SHOP RAGS,TOILET VALVE 433301 1WN1GNMP9HYT 5025.6229 GENERAL SUPPLIES LIQUOR#1 OPERATIONS 10.70- GRIT GUARD 433174 1Y7KW6LGVHFI 2240.6229 GENERAL SUPPLIES GOLF EQUIPMENT MAINTENANCE 311.34 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/12/2023 7:49:58 Council Check Register by GL Page- 9 Council Check Register by Invoice&Summary 11/7/2022 -- 1/13/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 314992 1/11/2023 153995 AMAZON CAPITAL SERVICES Continued..- 314993 1/11/2023 110903 AMERICAN LEGAL PUBLISHING CORP 4,021.00 2022 S-19 SUPPLEMENT PAGES 433178 22357 1015.6249 OTHER CONTRACTUAL SERVICES CITY CLERK/ELECTIONS 4,021.00 314994 1/11/2023 103094 A-PLUS ROOFING COMPANY 35,250.00 EDUBLDG-ROOF REPLACEMENT FINAL 433182 1868 2092.6715 CAPITAL OUTLAY-BUILDINGS EDUCATION BUILDING FUND 35,250.00 314995 1/11/2023 154253 APPLE FORD LINCOLN 396.36 POL VEHICLE LEASE-DEC22 433165 20221228 1215.6310 RENTAL EXPENSE POLICE DETECTIVE UNIT 396.36 314996 1/11/2023 100037 APPLE VALLEY COLLISION INC 1,598.00 UNIT 227 COLLISION REPAIR 433121 919CFBB9 7205.6399 OTHER CHARGES INSURANCE CLAIMS 1,598.00 314997 1/11/2023 109954 BERRY COFFEE COMPANY 129.14 CH COFFEE 433128 932957 1060.6229 GENERAL SUPPLIES MUNICIPAL BLDG&GROUNDS MN1 129.14 314998 1/11/2023 158235 BERRY,PAUL DR 115,00 UB REFUND 455 REFLECTION RD 433284 20230105B 5301.4997 WATER/SEWER ACCT REFUNDS WATER&SEWER FUND REVENUE 115,00 314999 1/11/2023 100152 BREAKTHRU BEVERAGE MIN WINE 11,606.27 LIQ#3 00001930 433456 347069180 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 260.90- CMLIQ#3 00001930 433457 347069180 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 76.09 FREIGHT#3 00001930 433458 347069180 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 1.15- CMFREIGHT#3 00001930 433459 347069180 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 81.78 TAX#3 00001930 433460 347069181 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 91,00 NTAX#3 00001930 433461 347069181 5085.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 4.60 FREIGHT#3 00001930 433462 347069181 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 6,155.74 LIQ#2 00001930 433448 347069192 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 121.45- CMLIQ#2 00001930 433449 347069192 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 1-15- GME13E1.QHT#2 00001930. 433450 3470.69192_ 5.0.5.5..6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 43.70 FREIGHT#2 00001930 433451 347069192 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 65.02 TAX#2 00001930 433452 347069193 5055.6540 TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 2.30 FREIGHT#2 00001930 433453 347069193 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 7,669.10 LIQ#1 00001930 433437 347069194 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/12/2023 7:49:58 Council Check Register by GL Page- 10 Council Check Register by Invoice&Summary 11/7/2022 -- 1/13/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 314999 1/11/2023 100152 BREAKTHRU BEVERAGE MIN WINE Continued... 83.95 FREIGHT#1 00001930 433438 347069194 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 37.76 TAX#1 00001930 433439 347069195 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 91.00 NTAX#1 00001930 433440 347069195 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 2.30 FREIGHT#1 00001930 433441 347069195 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 8,426.38 LIQ#3 00001930 433463 347160914 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 292.50- CMLIQ#3 00001930 433464 347160914 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 52.04 FREIGHT#3 00001930 433465 347160914 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 1.15- CMFREIGHT#3 00001930 433466 347160914 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 712.77 LIQ#2 00001930 433454 347161128 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 6.90 FREIGHT#2 00001930 433455 347161128 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 6,055:97 LIQ#1 00001930 433442 347161130 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 71.95- CMLIQ#1 00001930 433443 347161130 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 32.39 FREIGHT#1 00001930 433444 347161130 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 1.15- CMFREIGHT#1 00001930 433445 347161130 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 37.76 TAX#1 00001930 433446 347161131 5015,6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 1.15 FREIGHT#1 00001930 433447 347161131 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 313.52 LIQ#3 00001930 433358 347263862 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 6.13 FREIGHT#3 00001930 433359 347263862 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 27.26 TAX#3 00001930 433360 347263863 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 1.15 FREIGHT#3 00001930 433361 347263863 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 1,191.33 LIQ#2 00001930 433354 347263870 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 13.80 FREIGHT#2 00001930 433355 347263870 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 48.19 TAX#2 00001930 433356 347263871 5055.6540 TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 1.15 FREIGHT#2 00001930 433357 347263871 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 1,132.52 LIQ#1 00001930 433351 347263872 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 75.00- CMLIQ#1 00001930 433352 347263872 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 15.33 FREIGHT#1 00001930 433353 347263872 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 240.00 WINE#3 00001930 433362 347263873 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 3.45 FREIGHT#3 00001930 433363 347263873 5085,6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 43,503.40 315000 1/11/2023 158209 BRIODY,ROBBIE 150.00 DAMAGE DEPOSIT REFUND 433187 47894228 1000.2410 CUSTOMER DEPOSITS GENERAL FUND BALANCE SHEET 150.00 315001 1/11/2023 122371 CANNON RIVER WINERY 855.00 WINE#3 00046665 433253 14512 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 855.00 315002 1/11/2023 144930 CANON R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/12/2023 7:49:58 Council Check Register by GL Page- 11 Council Check Register by Invoice&Summary 11/7/2022 -- 1/13/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 315002 1/11/2023 144930 CANON Continued... 42.68 COPIER LEASE 433176 29673493 1920.6310 RENTAL EXPENSE SENIOR CENTER 47.69 COPIER LEASE 433176 29673493 1400.6310 RENTAL EXPENSE INSPECTIONS MANAGEMENT 289.01 COPIER LEASE 433176 29673493 1700,6310 RENTAL EXPENSE PARK&RECREATION MANAGEMEN 399.60 COPIER LEASE 433176 29673493 1200.6310 RENTAL EXPENSE POLICE MANAGEMENT 730.68 COPIER LEASE 433176 29673493 1030,6310 RENTAL EXPENSE INFORMATION TECHNOLOGY 62.01 COPIER LEASE 433176 29673493 2205.6310 RENTAL EXPENSE GOLF MANAGEMENT 30.09 COPIER LEASE 433176 29673493 5025,6310 RENTAL EXPENSE LIQUOR#1 OPERATIONS 30.09 COPIER LEASE 433176 29673493 5065.6310 RENTAL EXPENSE LIQUOR#2 OPERATIONS 30.09 COPIER LEASE 433176 29673493 5095.6310 RENTAL EXPENSE LIQUOR#3 OPERATIONS 42.05 COPIER LEASE 433176 29673493 5210.6310 RENTAL EXPENSE ARENA 1 BUILDING MAINTENANCE 1,703.99 315003 1/11/2023 151769 CASPERS,DUANE 140.00 4 PR JEANS-D CASPERS 433280 20221230 1710.6281 UNIFORM/CLOTHING ALLOWANCE PARK MAINTENANCE MANAGEMEN 140.00 315004 1/11/2023 151149 CHEM-AQUA,INC. 1,023.06 HAYES TOWER WATER TREATMENT 433124 7935915 5265.6214 CHEMICALS ARENA 2 BLDG MAINTENANCE-HAY 1,023.06 315005 1/11/2023 100282 CINTAS CORPORATION 38.11 CMF MATS 433196 4141371442 1540.6240 CLEANING SERVICE/GARBAGE REMOVCMF BUILDINGS&GROUNDS MNTC .73- LIQ1 USE TAX 433125 4141371531 5000.2330 DUE TO OTHER GOVERNMENT LIQUOR BALANCE SHEET .73 LIQ1 USE TAX 433125 4141371531 5025.6240 CLEANING SERVICE/GARBAGE REMOVLIQUOR#1 OPERATIONS 10.62 RUGS 433125 4141371531 5025.6240 CLEANING SERVICE/GARBAGE REMOVLIQUOR#1 OPERATIONS 260.17 BUILDING SERVICES 433194 4141430787 2215.6240 CLEANING SERVICE/GARBAGE REMOVGOLF CLUBHOUSE BUILDING 308.90 315006 1/11/2023 130960 COLDSPRING GRANITE COMPANY 306.90 NICHE PLAQUE-GIFFORD 433197 RI1981888 5605.6325 COLUMBARIUM CEMETERY 306_90 315007 1/11/2023 156111 DOSTAL,THOMAS 109.00 DOT PHYSICAL 433180 20221213 2205.6235 CONSULTANT SERVICES GOLF MANAGEMENT 109.00 315008 1/11/2023 145240 ECOLAB PEST ELIM DIV 72.07 EDUBLDG-PEST CONTROL 433198 8403964 2092.6249 OTHER CONTRACTUAL SERVICES EDUCATION BUILDING FUND 72.07 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/12/2023 7:49:58 Council Check Register by GL Page- 12 Council Check Register by Invoice&Summary 11/7/2022 -- 1/13/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 315009 1/11/2023 157017 FESTIVAL PRODUCTION SERVICES Continued... 1,250.00 MWF STAGE BALANCE 433098 20423A 1800.6249 OTHER CONTRACTUAL SERVICES REC PROGRAM GENERAL 1,250.00 315010 1/11/2023 150163 GALLS 69.88 NEW OFFICER UNIFORM 433286 23057972 1210.6281 UNIFORM/CLOTHING ALLOWANCE POLICE FIELD OPERATIONS/PATRO 69.88 315011 1/11/2023 157932 GEMM INTERNATIONAL INC 144.00 WINE#3 00052894 433254 544 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 2.00 FREIGHT#3 00052894 433255 544 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 146.00 315012 1/11/2023 101328 GOVCONNECTION INC 18.60 ETHERNET CABLES 433288 73644312 1030.6211 SMALL TOOLS&EQUIPMENT INFORMATION TECHNOLOGY 18.60 315013 1/11/2023 100827 GRAPE BEGINNINGS INC 432.96 LIQ#3 00032379 433256 124044 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 189.48 WINE#3 00032379 433257 124044 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 9.00 FREIGHT#3 00032379 433258 124044 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 970.42 WINE#3 00032379 433259 124399 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 13.50 FREIGHT#3 00032379 433260 124399 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 1,615.36 315014 1/11/2023 158234 HATZENBUHLER,C 26.08 UB REFUND 13963 EUCLID CT 433283 20230105A 5301.4997 WATER/SEWERACCT REFUNDS WATER&SEWER FUND REVENUE 26.08 315015 1/11/2023 100925 HEMPHILL,KRISTIN 182.47 8/10-12/26 MILEAGE-HEMPHILL 433292 20221226 1825.6277 MILEAGE/AUTO ALLOWANCE REC SUMMER PLAYGROUND ACTIV 182.47 315016 1/11/2023 151748 HOMELAND HEALTH SPECIALISTS,INC. 102.00 2022 FLU SHOT CLINIC NURSES 433299 19843 7204.6399 OTHER CHARGES GRANT-ACTIVE WORKPLACES 102.00 315017 1/11/2023 155961 INDIGO SIGNWORKS INC 1.00 PARTIAL REFUND 7541 148TH ST 433122 20221219 1001.4072 STATE SURTAX COLLECTED GENERAL FUND REVENUE 29.52 PARTIAL REFUND 7541 148TH ST 433122 20221219 1001.4924 ELECTRICAL PERMIT GENERAL FUND REVENUE 30.52 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/12/2023 7:49:58 Council Check Register by GL Page- 13 Council Check Register by Invoice&Summary 11/7/2022 -- 1/13/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 315017 1/11/2023 155961 INDIGO SIGNWORKS INC Continued... 315018 1/11/2023 154706 KL LOMPLAN WINES INC 1,220.16 WINE#1 00052648 433261 108229379 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 19.25 FREIGHT#1 00052648 433262 108229379 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 1,158.18 WINE#3 00052648 433263 108229817 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 17.50 FREIGHT#3 00052648 433264 108229817 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 2,415.09 315019 1/11/2023 100281 LEAGUE OF MN CITIES 350.00 LMC ELEC LEADER PROG-HOOPPAW 433302 374324 1005.6275 SCHOOLS/CONFERENCES/EXP LOCAL MAYOR/CITY COUNCIL 350.00 315020 1/11/2023 155727 MATTHEWS,JENIFER 956.80 YOGA INSTRUCTOR 11/2-12/21 433119 20221220 1920.6249 OTHER CONTRACTUAL SERVICES SENIOR CENTER 956.80 315021 1/11/2023 145267 MBPTA 100.00 MBPTA DUES 2023 433130 20221220 1400.6280 DUES&SUBSCRIPTIONS INSPECTIONS MANAGEMENT 100.00 315022 1/11/2023 146201 MCCOLLUM,MICHAEL 14.77 11/4-12/16 MILEAGE-MCCOLLUM 433290 20221216 1030.6277 MILEAGE/AUTO ALLOWANCE INFORMATION TECHNOLOGY 14.77 315023 1/11/2023 100309 MENARDS 13.32 STAINLESS SCREWS 433172 46900 1730.6229 GENERAL SUPPLIES PARK BUILDING MAINTENANCE 21.98 SAW BLADE 433173 46973 1730.6211 SMALL TOOLS&EQUIPMENT PARK BUILDING MAINTENANCE 49.99 WELL HEATER REPLACEMENT 433192 47024 5320.6211 SMALL TOOLS&EQUIPMENT WATER WELL/BOOSTER STN MNT/F 27.92 CARABINER LOCK 433189 47027 1330.6211 SMALL TOOLS&EQUIPMENT FIRE OPERATIONS 52.12 SHOP SUPPLIES 433200 47028 1610.6229 GENERAL SUPPLIES STREET/BOULEVARD REPAIR&MN 32.96 WTP MAINTENANCE. 433191 47196 5325.6229 GENERAL SUPPLIES WATER TREATMENT FCLTY MNTC/F 88.92 BAG BOARD CONST 433171 47203 1745.6229 GENERAL SUPPLIES PARK CRT/GAME AREA MAINTENAN 32.99 EQUIPMENT/CORD 433188 47262 1350.6215 EQUIPMENT-PARTS FIRE VEHICLE MAINTENANCE 19.30 REDWOOD LOCK REPAIR 433167 47287 1730.6229 GENERAL SUPPLIES PARK BUILDING MAINTENANCE 80.27 DISTILLED WATER,ICE MELT 433303 47413 5210.6229 GENERAL SUPPLIES ARENA 1 BUILDING MAINTENANCE -4141,7.7 - - - 315024 1/11/2023 100654 MN DEPT OF AGRICULTURE 10,00 PESTICIDE RENEWAL-ZELLMER 433129 20221227 1610.6280 DUES&SUBSCRIPTIONS STREET/BOULEVARD REPAIR&MM 10.00 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/12/2023 7:49:58 Council Check Register by GL Page- 14 Council Check Register by Invoice&Summary 11/7/2022 -- 1/13/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 315024 1/11/2023 100654 MN DEPT OF AGRICULTURE Continued... 315025 1/11/2023 109947 NEW FRANCE WINE CO 474.00 WINE#3 00041046 433265 198275 5085,6520 WINE LIQUOR#3 STOCK PURCHASES 10.00 FREIGHT#3 00041046 433266 198275 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 680.00 WINE#3 00041046 433267 198589 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 15.00 FREIGHT#3 00041046 433268 198589 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 1,179.00 315026 1/11/2023 156002 ORIGIN WINE&SPIRITS 285.00 LIQ#3 00052759 433271 19912 5085,6510 LIQUOR LIQUOR#3 STOCK PURCHASES 1.20 FREIGHT#3 00052759 433272 19912 5085,6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 270.00 LIQ#1 00052759 433269 20020 5015,6510 LIQUOR LIQUOR#1 STOCK PURCHASES 1.20 FREIGHT#1 00052759 433270 20020 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 624.00 WINE#3 00052759 433273 20021 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 10.80 FREIGHT#3 00052759 433274 20021 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 1,192.20 315027 1/11/2023 100372 PAUSTIS&SONS 605.00 WINE#3 00001291 433314 188120 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 15.00 FREIGHT#3 00001291 433315 188120 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 1,199.00 WINE#2 00001291 433312 188910 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 16.50 FREIGHT#2 00001291 433313 188910 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 1,839.00 WINE#1 433310 188911 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 27.00 FREIGHT#1 433311 188911 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 1,352.00 WINE#3 00001291 433316 189416 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 19,50 FREIGHT#3 00001291 433317 189416 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 414,00 WINE#1 00001291 433341 189718 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 7.50 FREIGHT#1 00001291 433342 189718 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 729.75 WINE#3 00001291 433343 189719 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 12.00 FREIGHT#3 00001291 433344 189719 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 6,236.25 315028 1/11/2023 150643 RUE 38 472.00 WINE#3 00052178 433275 15112 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 6.00 FREIGHT#3 00052178 433276 15112 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 478.00 315029 1/11/2023 121299 SAARI,PATRICIA 105.00 UB REFUND 7035 146TH ST CT W 433127 20221229B 5301.4997 WATER/SEWER ACCT REFUNDS WATER&SEWER FUND REVENUE 105.00 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/12/2023 7:49:58 Council Check Register by GL Page- 15 Council Check Register by Invoice&Summary 11/7/2022 -- 1/13/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 315029 1/11/2023 121299 SAARI,PATRICIA Continued.., 315030 1/11/2023 153876 SAINT CROIX VINEYARDS 183.00 WINE#3 00052556 433277 1200 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 183.00 315031 1/11/2023 132465 SAM'S CLUB DIRECT 47.86 SNACKS FOR SKATE WITH SANTA 433164 1570 1800.6229 GENERAL SUPPLIES REC PROGRAM GENERAL 60.79 LIFE SNACKS INVENTORY 433208 202212071527 7203.6398 LIFE SNACKS CITY WELLNESS PROGRAM 6.98 LITTLE LEARNERS NOV 433163 4257A 1875.6229 GENERAL SUPPLIES REC PRESCHOOL PROGRAMS 123.47 GARBAGE BAGS,PLATES,MISC 433207 8458 2270,6229 GENERAL SUPPLIES GOLF FOOD&BEVERAGE 239.10 315032 1/11/2023 101269 SUSA 62.50 MEMBERSHIP DUES-SKOK 433278 20221216 5305.6280 DUES&SUBSCRIPTIONS WATER MGMT/REPORT/DATA ENTR' 62.50 MEMBERSHIP DUES-SKOK 433278 20221216 5365.6280 DUES&SUBSCRIPTIONS SEWER MGMT/REPORTS/DATA ENT 125.00 315033 1/11/2023 158207 TEKTON CONSTRUCTION GROUP 97 55 REFUND OF AFTER HOURS INSPECT 433126 20221219 1001,4070 PERMIT-SP INSP/REINSP FEE GENERAL FUND REVENUE 97 55 315034 1/11/2023 100746 VERMILLION RIVER WATERSHED JOINT POWERS 1,878.00 IRRIG.AUDIT SRV.HYLAND PT HOA 433179 C0035916A 5305.6249 OTHER CONTRACTUAL SERVICES WATER MGMT/REPORT/DATA ENTR' 1,878.00 315035 1/11/2023 100521 WINE MERCHANTS 1,392.00 WINE#3 00022992 433367 7409440 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 6.30 FREIGHT#3 00022992 433368 7409440 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 460.00 WINE#3 00022992 433369 7409441 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 4.80 FREIGHT#3 00022992 433370 7409441 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES .30 FREIGHT#2 00022992 433366 7410048 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 1,700.57 WINE#1 00022992 433364 7410526 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 19.29 FREIGHT#1 00022992 433365 7410526 5015,6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 1,010.00 WINE#3 00022992 433371 7410527 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 8.40 FREIGHT#3 00022992 433372 7410527 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 4,6,01-66 - - - - - - - 20221141 11/7/2022 120679 U S BANK P CARD 119.99 CANVA ANNUAL SUBSCR-HEERALALL 432762 240113422970000 1010.6280 DUES&SUBSCRIPTIONS ADMINISTRATION 41900734 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/12/2023 7:49:58 Council Check Register by GL Page- 16 Council Check Register by Invoice&Summary 11/7/2022 -- 1/13/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 20221141 11/7/2022 120679 U S BANK P CARD Continued... Supplier 156529 CANVA(PCARD) 15.99 SPARTAN CAMERA DATA 432993 240113423010000 1200.6237 TELEPHONE/PAGERS POLICE MANAGEMENT 50529048 Supplier 155691 SPARTAN CAMERA(PCARD) 79.90 BO LUNCH MEETING NOV 433005 240133923070002 1400.6275 SCHOOLS/CONFERENCES/EXP LOCAL INSPECTIONS MANAGEMENT 91431910 Supplier 148111 RASCALS CATERING(PCARD) 70.87 RAIN SUIT 432768 240552322998722 1610.6229 GENERAL SUPPLIES STREET/BOULEVARD REPAIR&MN 59470297 Supplier 141058 AHLBORN EQUIPMENT(PCARD) .27- LIQ SALES TAX ADJUST 431890 241134322956005 5000.2530 WINE CLUB LIQUOR BALANCE SHEET 84010474 .27 LIQ SALES TAX ADJUST 431890 241134322956005 5000.2330 DUE TO OTHER GOVERNMENT LIQUOR BALANCE SHEET 84010474 116.20 DUMP BUCKETS&BUS TUBS 431890 241134322956005 5000.2530 WINE CLUB LIQUOR BALANCE SHEET 84010474 Supplier 144237 THE WEBSTAURANT STORE(PCARD) 565.40 EXPLORERS ANNUAL DUES 432994 241225823030170 1300.6280 DUES&SUBSCRIPTIONS FIRE MANAGEMENT 11967567 Supplier 157244 NORTHERN STAR EVENTS(PCARD) 40.55 FUEL FOR 4976 431892 241374622962001 1330.6212 MOTOR FUELS/OILS FIRE OPERATIONS 14802231 Supplier 158150 LUCKY SEVEN GENERAL STORE(PCARD) 3.99- POL SALES TAX ADJUST 432765 241374622983006 1200.6239 PRINTING POLICE MANAGEMENT 95714926 3.99 POL SALES TAX ADJUST 432765 241374622983006 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 95714926 59.97 BUSINESS CARDS 432765 241374622983006 1200.6239 PRINTING POLICE MANAGEMENT 95714926 Supplier 100577 OFFICE MAX(PCARD) 120.00 P.HILL MS4 RECERTIFY 432987 241382923012061 1000.1560 PREPAID EXPENSES GENERAL FUND BALANCE SHEET 66212750 100.00 P.HILL TREE INSP.RECERTIFY 432990 241382923012061 1610.6275 SCHOOLS/CONFERENCES/EXP LOCAL STREET/BOULEVARD REPAIR&MN 66293925 Supplier 148118 U OF M CCE(PCARD) 1.17- AVCC SALES TAX ADJUST 431896 241640722941051 1900.6229 GENERAL SUPPLIES AV COMMUNITY CENTER 52115757 1.17 AVCC SALES TAX ADJUST 431896 241640722941051 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 52115757 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/12/2023 7:49:58 Council Check Register by GL Page- 17 Council Check Register by Invoice&Summary 11/7/2022 -- 1/13/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 20221141 11/7/2022 120679 U S BANK P CARD Continued... 17.56 OFFICE CALENDAR 431896 241640722941051 1900.6229 GENERAL SUPPLIES AV COMMUNITY CENTER 52115757 Supplier 132732 STAPLES(PCARD) .14- STR SALES TAX ADJUST 432979 241640723000910 1610.6229 GENERAL SUPPLIES STREET/BOULEVARD REPAIR&MN 07400374 .14 STR SALES TAX ADJUST 432979 241640723000910 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 07400374 64.25 CANDY FOR TRUNK OR TREAT 432979 241640723000910 1610,6229 GENERAL SUPPLIES STREET/BOULEVARD REPAIR&MN 07400374 1.71- FIRE SALES TAX ADJUST 432975 241640723000910 1330.6229 GENERAL SUPPLIES FIRE OPERATIONS 16006857 1.71 FIRE SALES TAX ADJUST 432975 241640723000910 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 16006857 25.70 FOR EMERGENCY INCIDENTS 432975 241640723000910 1330.6229 GENERAL SUPPLIES FIRE OPERATIONS 16006857 13.92 MEMORY STICK USB 433004 241640723060910 5000.2530 WINE CLUB LIQUOR BALANCE SHEET 08208143 Supplier 100463 TARGET STORES(PCARD) .87- LIQ SALES TAX ADJUST 433007 241640723070694 5000,2530 WINE CLUB LIQUOR BALANCE SHEET 31825195 .87 LIQ SALES TAX ADJUST 433007 241640723070694 5000.2330 DUE TO OTHER GOVERNMENT LIQUOR BALANCE SHEET 31825195 375 13 PRINT GRAND FALL TASTING MENUS 433007 241640723070694 5000.2530 WINE CLUB LIQUOR BALANCE SHEET 31825195 Supplier 143773 FEDEX OFFICE(PCARD) 22.38 PENS/CLIPS/TAPE 433006 241640723070910 5000.2530 WINE CLUB LIQUOR BALANCE SHEET 17716226 Supplier 100463 TARGET STORES(PCARD) 34.67 TRUNK OR TREAT CANDY 432758 242263822983604 1755.6229 GENERAL SUPPLIES PARK MNTC REC PROGRAM SUPPC 57747748 .14- POL SALES TAX ADJUST 432767 242263823003604 1275.6229 GENERAL SUPPLIES POL COMMUN OUTREACH/CRIME P 68453589 .14 POL SALES TAX ADJUST 432767 242263823003604 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 68453589 59.26 TRUNK OR TREAT CANDY 432767 242263823003604 1275.6229 GENERAL SUPPLIES POL COMMUN OUTREACH/CRIME P 68453589 36.17 TRUNK OR TREAT CANDY 432976 242263823013604 1755.6229 GENERAL SUPPLIES PARK MNTC REC PROGRAM SUPPC 74955436 .17- POL SALES TAX ADJUST 432998 242263823054000 1200.6229 GENERAL SUPPLIES POLICE MANAGEMENT R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/12/2023 7:49:58 Council Check Register by GL Page- 18 Council Check Register by Invoice&Summary 11/7/2022 -- 1/13/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 20221141 11/7/2022 120679 U S BANK P CARD Continued... 07796067 .17 POL SALES TAX ADJUST 432998 242263823054000 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 07796067 74.86 CANDY FOR KIDS-HALLOWEEN 432998 242263823054000 1200.6229 GENERAL SUPPLIES POLICE MANAGEMENT 07796067 19.98 HEAD JUDGE TRAINING 432999 242263823063605 1015.6229 GENERAL SUPPLIES CITY CLERK/ELECTIONS 03482928 Supplier 149714 SAMS CLUB(PCARD) 11.77 LUNCH-CTS CLASS-TSCHIDA 433010 242316823079704 1225.6275 SCHOOLS/CONFERENCES/EXP LOCAL POLICE TRAINING 03590458 Supplier 126248 RAISING CANE'S(PCARD) 455.62 RUSSELL CHIEFS CNF DULUTHHOTEL 431893 242513722960170 1310.6276 SCHOOLS/CONFERENCES/EXP OTHERFIRE TRAINING 69237283 555.62 STRUTHERS CHIEFS CNF DULUTHHTL 431894 242513722960170 1310.6276 SCHOOLS/CONFERENCES/EXP OTHERFIRE TRAINING 69237325 480.74 MSFCA CONF DULUTH HTL MELVILLE 431898 242513722960170 1310.6276 SCHOOLS/CONFERENCES/EXP OTHERFIRE TRAINING 69237648 555.62 MSFCA CONF DULUTH HOTEL NELSON 431897 242513722960170 1310.6276 SCHOOLS/CONFERENCES/EXP OTHERFIRE TRAINING 69237655 Supplier 153451 PIER B RESORT(PCARD) .35- POL SALES TAX ADJUST 432761 242697922985005 1200.6229 GENERAL SUPPLIES POLICE MANAGEMENT 27693418 .35 POL SALES TAX ADJUST 432761 242697922985005 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 27693418 172,89 LT INTERVIEW PANEL LUNCH 432761 242697922985005 1200.6229 GENERAL SUPPLIES POLICE MANAGEMENT 27693418 47.12 CHAPLAIN MEETING LUNCH 432972 242697923005005 1200.6229 GENERAL SUPPLIES POLICE MANAGEMENT 88955462 Supplier 137112 JIMMY JOHNS(PCARD) 11.20- POL SALES TAX ADJUST 433113 244262923000180 1200.6229 GENERAL SUPPLIES POLICE MANAGEMENT 19598315 11.20 POL SALES TAX ADJUST 433113 244262923000180 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 19598315 168.37 POL LABELS 433113 244262923000180 1200.6229 GENERAL SUPPLIES POLICE MANAGEMENT 19598315 Supplier 154695 SATO AMERICA(PCARD) 12.98 BREAK ROOM WATER REFILL 432760 244273322977302 5095,6229 GENERAL SUPPLIES LIQUOR#3 OPERATIONS 59104962 .62- REC USE TAX 432985 244273323007302 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/12/2023 7:49:58 Council Check Register by GL Page- 19 Council Check Register by Invoice&Summary 11/7/2022 -- 1/13/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 20221141 11/7/2022 120679 U S BANK P CARD Continued... 66873927 .62 REC USE TAX 432985 244273323007302 1875.6229 GENERAL SUPPLIES REC PRESCHOOL PROGRAMS 66873927 13.48 LL OCTOBER 432985 244273323007302 1875.6229 GENERAL SUPPLIES REC PRESCHOOL PROGRAMS 66873927 29.51 OCTOBER CHEFS 432985 244273323007302 1875.6229 GENERAL SUPPLIES REC PRESCHOOL PROGRAMS 66873927 Supplier 148071 CUB FOODS(PCARD) 126.00 SWAT CLOTHING/EQUIPMENT 432988 244310623007004 1272.6281 UNIFORM/CLOTHING ALLOWANCE POLICE DAK CTY MAAG TEAM 85110366 42.85 SWAT CLOTHING/EQUIPMENT 432989 244310623007008 1272.6281 UNIFORM/CLOTHING ALLOWANCE POLICE DAK CTY MAAG TEAM 59272602 Supplier 143634 OAKLEY STANDARD ISSUE(PCARD) .21- POL SALES TAX ADJUST 432997 244450023034002 1200.6229 GENERAL SUPPLIES POLICE MANAGEMENT 24272604 .21 POL SALES TAX ADJUST 432997 244450023034002 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 24272604 92.38 TRUNK OR TREAT SUPPLIES 432997 244450023034002 1200.6229 GENERAL SUPPLIES POLICE MANAGEMENT 24272604 Supplier 149714 SAMS CLUB(PCARD) 10.33- PK SALES TAX ADJUST 432763 244921522988524 1730.6229 GENERAL SUPPLIES PARK BUILDING MAINTENANCE 59809934 10.33 PK SALES TAX ADJUST 432763 244921522988524 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 59809934 155.33 JCAC DOOR REPAIR PARTS 432763 244921522988524 1730.6229 GENERAL SUPPLIES PARK BUILDING MAINTENANCE 59809934 Supplier 155373 ALLPARTITIONS(PCARD) 44,40- STR SALES TAX ADJUST 432986 244921523007191 1665.6215 EQUIPMENT-PARTS STREET SNOW&ICE MATERIALS 58215166 44,40 STR SALES TAX ADJUST 432986 244921523007191 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 58215166 667,40 UNIT 340 BAFFLES 432986 244921523007191 1665.6215 EQUIPMENT-PARTS STREET SNOW&ICE MATERIALS 58215166 Supplier 158153 TD TANK DEPOT(PCARD) 216.00 KUULA SUBSCRIPTION 432757 244921622960000 2012.6280 DUES&SUBSCRIPTIONS CABLE TV JOINT POWERS -2Z5o6707- Supplier 154341 KUULA PRO(PCARD) 80.72 HYDRAULIC FITTINGS 432977 244939823010811 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCI 40818666 Supplier R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/12/2023 7:49:58 Council Check Register by GL Page- 20 Council Check Register by Invoice&Summary 11/7/2022 -- 1/13/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 20221141 11/7/2022 120679 U S BANK P CARD Continued... 156710 WP RS MARS CO(PCARD) 1.69- UTIL SALES TAX ADJUST 433114 246921622941098 5375.6215 EQUIPMENT-PARTS SEWER MAINTENANCE AND REPAIF 81928084 1.69 UTIL SALES TAX ADJUST 433114 246921622941098 5300.2330 DUE TO OTHER GOVERNMENT WATER&SEWER FUND BAL SHEET 81928084 25.41 GRINDER BELTS 433114 246921622941098 5375.6215 EQUIPMENT-PARTS SEWER MAINTENANCE AND REPAIF 81928084 Supplier 140339 AMAZON.COM(PCARD) 40.00 MMBA REGIONAL MEETING FEES 432759 246921622971019 5005.6275 SCHOOLS/CONFERENCES/EXP LOCAL LIQUOR GENERAL OPERATIONS • 98412349 Supplier 158152 MINNESOTA MUNICIPAL B(PCARD) 62.18 IA2 PRIME MEMBERSHIP 432970 246921622981027 5260.6399 OTHER CHARGES ARENA 2 MANAGEMENT-HAYES 66069500 Supplier 157923 B2B PRIME(PCARD) .36- LIQ1 SALES TAX ADJUST 432764 246921622981029 5025.6229 GENERAL SUPPLIES LIQUOR#1 OPERATIONS 51617626 ,36 LIQ1 SALES TAX ADJUST 432764 246921622981029 5000.2330 DUE TO OTHER GOVERNMENT LIQUOR BALANCE SHEET 51617626 30,62 SHELF LABEL HOLDERS 432764 246921622981029 5065.6229 GENERAL SUPPLIES LIQUOR#2 OPERATIONS 51617626 61.26 SHELF LABEL HOLDERS 432764 246921622981029 5025.6229 GENERAL SUPPLIES LIQUOR#1 OPERATIONS 51617626 61.26 SHELF LABEL HOLDERS 432764 246921622981029 5095.6229 GENERAL SUPPLIES LIQUOR#3 OPERATIONS 51617626 Supplier 140339 AMAZON.COM(PCARD) 5.00 SIGN PERMIT TRUNK OR TREAT 432978 246921623001039 1275.6399 OTHER CHARGES POL COMMUN OUTREACH/CRIME P 85570076 Supplier 149588 APPLE VALLEY,CITY OF(PCARD) 3.72- GOLF SALES TAX ADJUST 432971 246921623001041 2245.6211 SMALL TOOLS&EQUIPMENT GOLF TREE MAINTENANCE 03799159 3.72 GOLF SALES TAX ADJUST 432971 246921623001041 2200.2330 DUE TO OTHER GOVERNMENT VALLEYWOOD GOLF 03799159 1,746.14 CHAINSAW 432971 246921623001041 2245.6211 SMALL TOOLS&EQUIPMENT GOLF TREE MAINTENANCE 03799159 Supplier 100362 NORTHERN TOOL&EQUIPMENT(PCARD) 7.13- POL SALES TAX ADJUST 432995 246921623021055 1272.6281 UNIFORM/CLOTHING ALLOWANCE POLICE DAK CTY MAAG TEAM 93751335 7.13 POL SALES TAX ADJUST 432995 246921623021055 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 93751335 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/12/2023 7:49:58 Council Check Register by GL Page- 21 Council Check Register by Invoice&Summary 11/7/2022 -- 1/13/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 20221141 11/7/2022 120679 U S BANK P CARD Continued... 107.13 SWAT CLOTHING/EQUIPMENT 432995 246921623021055 1272.6281 UNIFORM/CLOTHING ALLOWANCE POLICE DAK CTY MAAG TEAM 93751335 Supplier 158151 OUTDOOR RESEARCH(PCARD) 16.96 LUNCH-CTS CLASS-TSCHIDA 433002 246921623051080 1225.6275 SCHOOLS/CONFERENCES/EXP LOCAL POLICE TRAINING 09645940 Supplier 152669 SMOKEHOUSE(PCARD) 6.36- IA2 SALES TAX ADJUST 433009 246921623071094 5265.6215 EQUIPMENT-PARTS ARENA 2 BLDG MAINTENANCE-HAY 44610117 6.36 IA2 SALES TAX ADJUST 433009 246921623071094 5200.2330 DUE TO OTHER GOVERNMENT ARENA FUND BALANCE SHEET 44610117 95.64 IA2 BROWNING GRIPNOTCH BELT 433009 246921623071094 5265.6215 EQUIPMENT-PARTS ARENA 2 BLDG MAINTENANCE-HAY 44610117 22.94- IA2 SALES TAX ADJUST 433011 246921623081098 5215.6211 SMALL TOOLS&EQUIPMENT ARENA 1 EQUIPMENT MAINTENANC 46322898 22.94 IA2 SALES TAX ADJUST 433011 246921623081098 5200.2330 DUE TO OTHER GOVERNMENT ARENA FUND BALANCE SHEET 46322898 344.81 IA2 GREASE GUN,FITTINGS,MISC 433011 246921623081098 5215.6211 SMALL TOOLS&EQUIPMENT ARENA 1 EQUIPMENT MAINTENANC 46322898 Supplier 140339 AMAZON.COM(PCARD) 73.88 HCSC REFLECTIVE DECALS 433115 247170522972729 1920.6229 GENERAL SUPPLIES SENIOR CENTER 70619567 200.80 AVCC REFLECTIVE DECALS 433115 247170522972729 1900.6229 GENERAL SUPPLIES AV COMMUNITY CENTER 70619567 100.40 IA2 REFLECTIVE DECALS 433115 247170522972729 5265.6229 GENERAL SUPPLIES ARENA 2 BLDG MAINTENANCE-HAY 70619567 Supplier 158149 ADVANTAGE SIGNS AND GRAPH(PCARD) 45.00 DOLT 2022-PEQUIN 432974 247170523001330 1400,6275 SCHOOLS/CONFERENCES/EXP LOCAL INSPECTIONS MANAGEMENT 07447924 45.00 DOLT 2022-DEVERY 432973 247170523001330 1400.6275 SCHOOLS/CONFERENCES/EXP LOCAL INSPECTIONS MANAGEMENT 07448062 45.00 CHRIS A DOLT 2022 432991 247170523017330 1400.6275 SCHOOLS/CONFERENCES/EXP LOCAL INSPECTIONS MANAGEMENT 14070525 Supplier 111168 MN DEPT OF LABOR&INDUSTRY(PCARD) 255,62 TREE SALE PERMIT 2023 433000 247170523061730 1520.6399 OTHER CHARGES NATURAL RESOURCES 69719269 Supplier— -148091 MN DEPT OF AGRICULTURE(PCARb) 45.00 GEORGE DOLT 2022 433003 247170523067330 1400.6275 SCHOOLS/CONFERENCES/EXP LOCAL INSPECTIONS MANAGEMENT 65262984 Supplier 111168 MN DEPT OF LABOR&INDUSTRY(PCARD) R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/12/2023 7:49:58 Council Check Register by GL Page- 22 Council Check Register by Invoice&Summary 11/7/2022 -- 1/13/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 20221141 11/7/2022 120679 U S BANK P CARD Continued... 19.21- IA1 SALES TAX ADJUST 431895 247554222951529 5210.6229 GENERAL SUPPLIES ARENA 1 BUILDING MAINTENANCE 52070874 19.21 IA1 SALES TAX ADJUST 431895 247554222951529 5200.2330 DUE TO OTHER GOVERNMENT ARENA FUND BALANCE SHEET 52070874 274.44 AVSA TOILET SOLENOID 431895 247554222951529 5210.6229 GENERAL SUPPLIES ARENA 1 BUILDING MAINTENANCE 52070874 Supplier 149133 GRAINGER(PCARD) 50.00 ADULT ATHLETIC AWARDS 432984 247554223012630 1855.6229 GENERAL SUPPLIES REC FOOTBALL&SOCCER 11850172 Supplier 101471 BUFFALO WILD WINGS GRILL&BAR(PCARD) .48- IA1 SALES TAX ADJUST 433001 247554223061630 5210.6229 GENERAL SUPPLIES ARENA 1 BUILDING MAINTENANCE 60973500 .48 IA1 SALES TAX ADJUST 433001 247554223061630 5200.2330 DUE TO OTHER GOVERNMENT ARENA FUND BALANCE SHEET 60973500 6,94 AVSA TOILET GASKET 433001 247554223061630 5210.6229 GENERAL SUPPLIES ARENA 1 BUILDING MAINTENANCE 60973500 Supplier 149133 GRAINGER(PCARD) 4.48- POL SALES TAX ADJUST 432766 248019722992077 1272.6281 UNIFORM/CLOTHING ALLOWANCE POLICE DAK CTY MAAG TEAM 63502491 4.48 POL SALES TAX ADJUST 432766 248019722992077 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 63502491 66.97 SWAT BACKPACK 432766 248019722992077 1272,6281 UNIFORM/CLOTHING ALLOWANCE POLICE DAK CTY MAAG TEAM 63502491 Supplier 144528 LA POLICE GEAR INC(PCARD) 3.87- CREDIT FROM DISPUTED CHARGE 431891 249430022377007 5005.6399 OTHER CHARGES LIQUOR GENERAL OPERATIONS 87725130A Supplier 157879 PARAMOUNT+(PCARD) 2.49- RDWD SALES TAX ADJUST 433116 249430023022070 1930.6215 EQUIPMENT-PARTS REDWOOD CC 21200532 2.49 RDWD SALES TAX ADJUST 433116 249430023022070 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 21200532 37,48 ALARM BATTERY. 433116 249430023022070 1930.6215 EQUIPMENT-PARTS REDWOOD CC 21200532 Supplier 148066 BATTERIES PLUS BULBS(PCARD) 30.51 PLATES/NAPKINS FALL TASTING 433008 249430023088980 5000.2530 WINE CLUB LIQUOR BALANCE SHEET 02047795 Supplier 148264 COSTCO(PCARD) 24.87- UTIL SALES TAX ADJUST 431899 249430122940101 5365.6211 SMALL TOOLS&EQUIPMENT SEWER MGMT/REPORTS/DATA ENT 81303511 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/12/2023 7:49:58 Council Check Register by GL Page- 23 Council Check Register by Invoice&Summary 11/7/2022 -- 1/13/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 20221141 11/7/2022 120679 U S BANK P CARD Continued... 24.87 UTIL SALES TAX ADJUST 431899 249430122940101 5300.2330 DUE TO OTHER GOVERNMENT WATER&SEWER FUND BAL SHEET 81303511 373.87 ROTARY HAMMER DRILL 431899 249430122940101 5365.6211 SMALL TOOLS&EQUIPMENT SEWER MGMT/REPORTS/DATA ENT 81303511 39.05- UTIL SALES TAX ADJUST 431901 249430122940101 5305,6211 SMALL TOOLS&EQUIPMENT WATER MGMT/REPORT/DATA ENTR' 81435636 39.05 UTIL SALES TAX ADJUST 431901 249430122940101 5300.2330 DUE TO OTHER GOVERNMENT WATER&SEWER FUND BAL SHEET 81435636 587.05 DUAL BATTERY LEAF BLOWER 431901 249430122940101 5305.6211 SMALL TOOLS&EQUIPMENT WATER MGMT/REPORT/DATA ENTR' 81435636 16.32- WQ SALES TAX ADJUST 431900 249430122940101 5505.6211 SMALL TOOLS&EQUIPMENT STORM DRAIN MNTC/RPR/SUMPS 89571036 16.32 WQ SALES TAX ADJUST 431900 249430122940101 5500.2330 DUE TO OTHER GOVERNMENT STORM DRAIN UTIL BALANCE SHEE 89571036 245.32 M18 TRANSFER PUMP HYDRANTS 431900 249430122940101 5505.6211 SMALL TOOLS&EQUIPMENT STORM DRAIN MNTC/RPR/SUMPS 89571036 2.88- IA1 SALES TAX ADJUST 432968 249430122950101 5210.6229 GENERAL SUPPLIES ARENA 1 BUILDING MAINTENANCE 85444823 2.88 IA1 SALES TAX ADJUST 432968 249430122950101 5200.2330 DUE TO OTHER GOVERNMENT ARENA FUND BALANCE SHEET 85444823 43.34 IA1 CLAMPS 432968 249430122950101 5210.6229 GENERAL SUPPLIES ARENA 1 BUILDING MAINTENANCE 85444823 9.82- POL SALES TAX ADJUST 432992 249430123010101 1281.6211 SMALL TOOLS&EQUIPMENT POLICE K-9 90521849 9.82 POL SALES TAX ADJUST 432992 249430123010101 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 90521849 147.70 KENNEL FLOORING MOOSE K9 432992 249430123010101 1281.6211 SMALL TOOLS&EQUIPMENT POLICE K-9 90521849 Supplier 143525 HOME DEPOT STORE#2833(PCARD) 71.09- IA2 REFUND FOR PRIME MEMBERSHI 432969 746921622981027 5260.6399 OTHER CHARGES ARENA 2 MANAGEMENT-HAYES 21470095 Supplier 157923 B2B PRIME(PCARD) 11,112.92 20230101 1/6/2023 148015 EMPOWER 150.00 MNDCP-ROTH 45?CONTRIBUTIONS 433101 105239363610 9000:2120 ACCRUED BENEFIT LIABILITY PAYROLL"CLEARING-BAL.SHEET 1,666.00 MNDCP-457 CONTRIBUTIONS 433101 105239363610 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 1,816.00 20230102 1/6/2023 148869 EMPOWER(HCSP) R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/12/2023 7:49:58 Council Check Register by GL Page- 24 Council Check Register by Invoice&Summary 11/7/2022 -- 1/13/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 20230102 1/6/2023 148869 EMPOWER(HCSP) Continued... 335.01 SERGEANT HCSP FUNDING-GROSS WA 433103 105239363612 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 361.04 HCSP FUNDING-ANN LV/COMP 433103 105239363612 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 1,000.07 ADMIN HCSP FUNDING-GROSS WAGES 433103 105239363612 9000,2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 1,314.69 SCH 2 HCSP FUNDING-GROSS WAGES 433103 105239363612 9000,2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 1,503.05 POLICE HCSP FUNDING-GROSS WAGE 433103 105239363612 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 4,513.86 20230103 1/9/2023 102664 US BANK 12,015.35 EMPLOYEE MEDICARE 433111 10523936368 9000.2111 ACCRUED FEDERAL/FICA PAYROLL CLEARING BAL SHEET 12,015.35 CITY SHARE MEDICARE 433111 10523936368 9000.2111 ACCRUED FEDERAL/FICA PAYROLL CLEARING BAL SHEET 33,974.32 EMPLOYEE FICA 433111 10523936368 9000.2111 ACCRUED FEDERAL/FICA PAYROLL CLEARING BAL SHEET 33,974,32 CITY SHARE FICA 433111 10523936368 9000.2111 ACCRUED FEDERAL/FICA PAYROLL CLEARING BAL SHEET 89,740,89 FEDERAL TAXES PR 433111 10523936368 9000.2111 ACCRUED FEDERAL/FICA PAYROLL CLEARING BAL SHEET 181,720.23 20230104 1/9/2023 101238 MINNESOTA CHILD SUPPORT PAYMEN 121.50 CHILD SUPPORT DEDUCTIONS 433109 10523936366 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 397.50 CHILD SUPPORT DEDUCTIONS 433110 10523936367 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 519.00 20230105 1/9/2023 100657 MN DEPT OF REVENUE 38,501 49 STATE TAX WITHHOLDING 433108 10523936365 9000.2112 ACCRUED STATE W/H PAYROLL CLEARING BAL SHEET 38,501.49 20230106 1/9/2023 100392 PUBLIC EMPLOYEES RETIREMENT AS 65,115.74 EMPLOYEE SHARE PERA 433107 10523936364 9000.2114 ACCRUED PERA PAYROLL CLEARING BAL SHEET 85,283.75 CITY SHARE PERA 433107 10523936364 9000.2114 ACCRUED PERA PAYROLL CLEARING BAL SHEET 150,399.49 20230107 1/6/2023 148841 FURTHER 6,103.33 HSA EMPLOYEE FUNDING 433102 105239363611 9000.2125 ACCRUED HSA/HRA BENEFIT PAYROLL CLEARING BAL SHEET 6,103.33 20230108 1/6/2023 151440 VANTAGEPOINT TRANSFER AGENTS 2,558.50 ROTH 457-PLAN#301171-FIRE TOO 433104 105239363613 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 2,558.50 20230109 1/6/2023 100240 VANTAGEPOINT TRANSFER AGENTS-457 FT 28,418.55 ICMA-PLAN#301171-FIRE TOO 433105 10523936362 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 28,418 55 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/12/2023 7:49:58 Council Check Register by GL Page- 25 Council Check Register by Invoice&Summary 11/7/2022 -- 1/13/2023 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 20230109 1/6/2023 100240 VANTAGEPOINT TRANSFER AGENTS-457 FT Continued... 20230110 1/6/2023 126459 VANTAGEPOINT TRANSFER AGENTS-ROTH 2,660.88 433112 10523936369 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 2,660.88 1,184,101.84 Grand Total Payment Instrument Totals Checks 117,838.26 EFT Payments 428,324.25 A/P ACH Payment 637,939.33 Total Payments 1,184,101.84 r _c ., 1.1 ti R55CKS2 LOGIS100 CITY OF APPLE VALLEY 1/12/2023 7:50:03 Note: Payment amount may not reflect the actual amount due to data sequencing and/or data selection. Council Check Summary Page• 11/7/2022 - 1/13/2023 Company Amount 01000 GENERAL FUND 25,706.79 02010 CABLE TV RESERVE FUND 279.98 02025 ROAD ESCROW FUND 302,424.30 02090 PARTNERS IN EDUCATION 35,672.07 02110 CARES ACT 2020 142,999.98 02200 VALLEYWOOD GOLF FUND 2,252.21 04500 CONSTRUCTION PROJECTS 774.00 05000 LIQUOR FUND 179,642.35 05200 ARENA FUND 22,065.84 05300 WATER&SEWER FUND 3,552.41 05500 STORM DRAINAGE UTILITY FUND 44,999.71 05600 CEMETERY FUND LEVEL PROGRAM 306.90 05800 STREET LIGHT UTIL FUND 1,280.68 07200 RISK MANAGEMENT/INSURANCE FUND 1,760.79 09000 PAYROLL CLEARING FUND 420,383.83 Report Totals 1,184,101.84 mm • • • f= • • ITEM: 5.A. ..... :�. Apple COUNCIL MEETING DATE: January 26, 2023 Valley SECTION: Regular Agenda Description: Introductions and Oaths of Office of Deputy Police Chief Greg Dahlstrom and Police Lieutenants Alan Spillers and Sean Zauhar Staff Contact: Department/ Division: Nick Francis, Police Chief Police Department ACTION REQUESTED: N/A SUMMARY: The Police Chief will introduce Deputy Police Chief Greg Dahlstrom and Police Lieutenants Alan Spillers and Sean Zauhar and the City Clerk will administer their oaths of office. BACKGROUND: Deputy Chief Dahlstrom has been employed with the police department since 2005 and has served as a Patrol Officer, Sergeant, and Captain. He began his duties as Deputy Chief in September 2022. Lieutenant Spillers has been employed with the police department since 2000 and has served as a Patrol Officer and Sergeant. He began his duties as Lieutenant in November 2022. Lieutenant Zauhar began his law enforcement career with the Shakopee Police Department in 2001. He worked for the Saint Paul Police Department as a Police Officer and Sergeant from 2009 until joining our department in December 2022. BUDGET IMPACT: N/A • ITEM: 5.B. ..... :�. Apple ii COUNCIL MEETING DATE: January 26, 2023 Valley SECTION: Regular Agenda Description: Central Maintenance Facility-2022 Expansion on Lot 1, Block 2, Eastview Addition (6442 140th Street W.) Staff Contact: Department/ Division: Kathy Bodmer,AICP, Planner Community Development Department Applicant: Project Number: City of Apple Valley PC22-23-VB Applicant Date: 60 Days: 120 Days: ACTION REQUESTED: 1. Accept Apple Valley Planning Commission Resolution No. 2022-02 finding that Capital Improvements to the Central Maintenance Facility (CMF) conform to the City's 2040 Comprehensive Plan. 2. Adopt Resolution Approving Variance to Allow Increased Building Coverage from 20.8% to 22%. 3. Adopt Resolution Approving Variance for Parking Lot Addition Setback from 140th Street W. from 20' to 10'. 4. Adopt Resolution Approving Variance For Drive Aisle/Circulation Area Setback from Flagstaff Avenue from 20' to 5'. 5. Adopt Resolution Approving Variance for Drive Aisle/Circulation Area Setback from West Property Line from 20' to 5'. 6. Adopt Resolution Approving Site Plan Review/Building Permit Authorization for Four Building Addition Projects Totaling 45,500 Sq. Ft. and Site Improvements. SUMMARY: The petitioner, the City of Apple Valley, requests consideration of land use actions for the expansion of the City's Central Maintenance Facility at 6442 - 140th St. W. The project includes removing one vehicle storage building, constructing four building additions totaling 45,500 sq. ft., remodeling and refacing the main CMF building, and several site improvements. More specifically, the building addition projects include a 1,381 sq. ft. addition to the front office area on the northwest corner of the main CMF building, a 1,040 sq. ft. parks truck garage stall addition on the east side of the garage building, and a vehicle storage addition of 24,818 sq. ft. south of the wash bay on the main building. The existing warm storage building on the northeast side of the site will be removed and replaced with an 18,240 sq. ft. free-standing Fleet Maintenance building. The main CMF building is proposed to be remodeled for ADA accessibility and to better meet department needs. The project site improvements include creating a dedicated right turn lane off 140th St. W. into the site, removing the northeastern access off of 140th St. W. to add staff and visitor parking and storm water management improvements. The Zoning Code requires City Council review of all building permits for commercial, industrial, public and multiple residential buildings prior to issuance by the Building Official. The City, as applicant, is following the same procedure as other land owners follow when improving their property. Planning Commission Review and Recommendation. The Planning Commission reviewed the project at their December 21, 2022, meeting, and voted unanimously to recommend approval of the project. The Planning Commission adopted a resolution finding that the capital improvement to the City-owned property was consistent with the 2040 Comprehensive Plan. A building coverage variance and three setback variances were recommended for approval based on a number of findings and subject to conditions. Last, the Planning Commission recommended approval of the site plan review/building permit authorization. BACKGROUND: Planning for CMF Expansion: The Central Maintenance Facility garage area was originally constructed in the early 1970's, making the facility over 50 years old today. In 2019, the City Council accepted the Needs Assessment Report from the architect firhi, Oertel Architects, who studied the CMF's current conditions, general code compliance, operational functionality, and analyzed future growth and needs of the City. The need for the remodel and building additions was supported by the aging condition of the buildings, the City's growth in population and the City's ongoing need to add staff and equipment to properly maintain its extensive street miles and utilities. The study found that the following upgrades were needed: ADA compliance upgrades to the office area, new fleet maintenance building, parks department expansion/consolidation, police relocation, new vehicle storage, office expansion/addition, garbage truck addition and shop re-organization. Two items were placed on hold for the moment: the Police Department storage facility and the Parks Department expansion building. These two items are expected to move forward for review in the near future. Resolution Finding City's Capital Improvement Consistent with 2040 Comprehensive Plan. Minnesota Statutes, Section 462.356, Subdivision 2, states that after a comprehensive plan has been approved, no capital improvements may be authorized by the municipality on any public owned property until after the planning agency has reviewed the proposed capital improvement and reported in writing whether the improvements are consistent with the comprehensive plan. Large capital improvements to City-owned property must be reviewed by the Planning Commission with findings forwarded to the City Council. Chapter 2 of the City of Apple Valley's 2040 Comprehensive Plan contains 12 Keys that describe the City's leading priorities and principals into 2040. The architects reviewed the keys and offered a number of ways the expansion project aligns with the City's 2040 Comprehensive Plan: • Key 1 - Service: The Central Maintenance Facility provides City required services to maintain City infrastructure and land. • Key 2 - A Great Place to Live: The operations at the Central Maintenance Facility provide services which support the transportation system, maintain the parks system, and enhance the unique qualities of Apple Valley. • Key 4 - Safe: The Central Maintenance Facility operations provide safe transportation by maintaining and enhancing public roadway and infrastructure needs. • Key 5 - Parks to Experience: The Parks department, which is located at the Central Maintenance Facility, provide services necessary to maintain and preserve the natural environment of Apple Valley. • Key 6 - Healthy and Active: The services provided at the Central Maintenance Facility allow for the residents of Apple Valley to have access to the many recreation facilities through the system of sidewalks, trails, and bike lanes connecting the neighborhoods of the City. • Key 7 - Sustainable: Numerous components to enhance the overall sustainability of the campus are incorporated into the project. A series of systems strategies have been implemented into the designs including: upgrading insulation values, replacing existing windows, installing Kalwall "windows" at the new Fleet Maintenance building, replacing existing overhead doors, installing new LED lighting throughout, installing Solatube skylights in the new Fleet Maintenance building and Vehicle Storage addition, using occupancy sensors in most areas without automatic dimming, converting to high efficiency gas fired water heaters, providing for PV (solar) panels at the new Fleet Maintenance building and Vehicle Storage addition, and constructing new high efficiency HVAC systems at renovated and new facilities. The current energy analysis models indicate a 23%peak kW savings over baseline systems for the building(s). • Key 8 - Accessible: CMF provides the services to maintain the multifaceted transportation system which support and enhance the City of Apple Valley. Additionally, the proposed Central Maintenance Facility improvements include ADA improvements which will make the building more accessible to those with mobility needs. Variances: In order to grant a variance, the Planning Commission reviews whether there are practical difficulties that prevent the property owner from reasonable use of the property or whether there are alternatives available. A building coverage variance and three setback variances are requested in connection with this project. The justification for each of the variances is discussed. • Building Coverage Variance from 20.8% to 22%: The property is zoned "P" (Institutional) which limits building coverage to a maximum of 20%. In 2012, the City received a variance from the building coverage requirement to construct the Water Treatment Plant expansion and the vehicle wash bay which required a coverage variance to 20.8%. The CMF site contains the main CMF building, several storage buildings, well houses and other unique structures related to the maintenance of City infrastructure. The architect's planning summary explains that the City's priority is to consolidate its maintenance operations to a single centrally located site. The four building additions were determined to be necessary additions to meet the City's operational needs at this time. The architect states: "Providing all of the operational needs on one central campus increases productivity, minimizes response times, and promotes staff safety." • Setback variance reducing setback of parking lot area from 140th St. W. right-of-way line from 20' to 10'. The plans show that the northeast access drive from the site onto 140th St. W. would be removed to make room for 10 additional parking spaces for staff and visitors. Removing the drive access will help to improve conflicts and traffic flow on 140th St. W. At the same time, the site needs additional surface parking spaces. The additional spaces will align with the parking spaces currently located adjacent to 140th St. W. • Setback variance reducing setback for the drive/circulation lane from Flagstaff Ave from 20' to 5'. The proposed Fleet Maintenance building has drive-through maintenance bays for operational efficiencies which require a drive lane on the east side of the building, adjacent to Flagstaff Avenue. This drive lane will also be used for bulk fluid delivery related to Maintenance operations. The wider drive lane is needed for turning movements and will line up with the existing adjacent drive lane serving the Water Treatment building, just to the south. The drive aisle for the WTP obtained a setback variance in 2012 to be located 5' from Flagstaff Ave. The last consideration, or contributing factor, is that the CMF site is encumbered with a 75' wide gas line easement that restricts the placement of buildings on the site. The building must be located to the east and accompanying parking/circulation must be located further east as well. • Setback variance reducing setback for the drive/circulation lane from the west property line from 20' to 5'. Engineering staff conducted a study that found that the proposed Vehicle Storage addition requires additional drive area on the west side of the site in order to maximize operational efficiencies and staff safety. The distance of the pavement edge from the property line varies along the west property line. The proposed drive lane would provide a straight drive lane, and align with the existing drive lane towards the south end of the site. The newest maintenance vehicles are longer than many of the previous vehicles, resulting in the need for greater turning radii. Allowing additional area for turning results in single turning into the new building, omitting the need to back-up and the need for multiple turning movements to access / exit the building. The new Vehicle Storage addition provides covered parking areas which are currently lacking on the CMF campus. The new building will also minimize the visual impact to the neighbors of parking the vehicles outside. The west side of the CMF site is impacted by the 75' wide gas line easement that traverses the middle of the site. Buildings must be located outside of the easement and corresponding drive aisles are also pushed to the west. A privacy fence along the west property line will help to minimize impacts to the Cedar Isle Estates neighborhood to the west. BUDGET IMPACT: The City Council is requested to review actions related to the Land Use actions property owners must follow in order to undertake a large building addition and site improvement project. Project funding and budgeting will be discussed separately. ATTACHMENTS: Resolution Resolution Resolution Resolution Resolution Resolution Memo Map Applicant Letter Plan Set Plan Set Background Material Presentation CITY OF APPLE VALLEY PLANNING COMMISSION RESOLUTION NO. 2022-02 WHEREAS, Minnesota Statutes, Section 462.356, Subdivision 2, charges the Planning Commission with the review of any City action relating to the acquisition or disposal of City owned interest in real property or the authorization of any capital improvement thereto to determine such action's compliance with the local Comprehensive Plan; and WHEREAS,the City is considering an action for which the Planning Commission is charged to review under said Statute, specifically capital improvements to the Apple Valley Central Maintenance Facility buildings and site; and WHEREAS, the Planning Commission reviewed at its regular meeting of December 21, 2022,the capital improvements to the Apple Valley Central Maintenance Facility; and WHEREAS, the Planning Commission's review finds that it is consistent with the goals, polices and implementation procedures of the Apple Valley Comprehensive Plan 2040. NOW,THEREFORE, BE IT RESOLVED by the Planning Commission of the City of Apple Valley that the City Council of Apple Valley be advised that the proposed capital improvements to the Apple Valley Central Maintenance Facility is in conformance with the Apple Valley 2040 Comprehensive Plan. ADOPTED this 21st day of December, 2022. I , Vv Jodi Kurtz, Chair CITY OF APPLE VALLEY RESOLUTION NO. 2023- A RESOLUTION APPROVING A BUILDING COVERAGE VARIANCE FOR THE CENTRAL MAINTENANCE FACILITY EXPANSION 2022 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,pursuant to the City's said regulations, a"Variance"is an exception granted by the City Council from the literal provisions of the zoning regulations where unique conditions exist which do not apply to the area in general; and WHEREAS,the City of Apple Valley owns the Central Maintenance Facility(CMF) property at 6442-140th St. W. (Lot 1, Block 2,Eastview Addition); and WHEREAS,the City of Apple Valley has approved the Central Maintenance Facility Expansion project(the "Project") consisting of removing a cold storage building, constructing 45,500 sq. ft. of building additions, and various site area improvements; and WHEREAS,the building expansion project will result in building coverage of 181,833 sq. ft. or 21.6% of the lot area; and WHEREAS,the Central Maintenance Facility property is located within the confines of a "P"(Institutional)zoning district; and WHEREAS,the maximum building coverage permitted in the P zoning district is 20% of the lot area; and WHEREAS, on April 26, 2012,the City Council approved a variance to increase the maximum building coverage permitted on the subject site from 20%to 20.8% of the lot area for the Water Treatment Plant and wash bay additions; and WHEREAS,the CMF property is 843,699 sq. ft. and the building coverage resulting from the four building additions and the covered material storage equals 181,833 sq. ft., or 21.6% of the site area; and WHEREAS,the Apple Valley Planning Commission reviewed the variance request at a public meeting held on December 21, 2022, and made the following determinations: 1. The Central Maintenance Facility (CMF) operational needs are best served on one central campus; one campus increases productivity, minimizes response times, and promotes staff safety, communication and cohesion. 2. Additional building area on the existing CMF site is needed to meet the operational requirements of Public Works identified in the 2019 Facility Needs Assessment study. 3. The CMF site was previously zoned I-2"General Industrial"which allowed building coverage of 30%. In 2010, the site was rezoned to P "Institutional", which restricts building coverage to 20%. The CMF building is a unique facility within the "P" (Institutional)zoning designation. 4. A municipal maintenance facility requires additional building area to store large vehicles, specialized equipment and maintenance materials. WHEREAS, the above findings made by the Planning Commission are adopted and incorporated herein and made a part of this Resolution. WHEREAS,the Apple Valley Planning Commission adopted Resolution No. 2022-02 at its meeting of December 21, 2022, finding that the capital improvements to the Central Maintenance Facility buildings and site are in conformance with the City's 2040 Comprehensive Plan. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota,that a variance from the 20%maximum building coverage requirement to allow 22%building coverage is hereby approved, subject to all applicable City Codes and standards, and the following conditions: 1. The variance shall be applicable to property identified as Lot 1,Block 2,Eastview Addition(6442— 140th Street West). 2. The variance is approved due to the findings as presented by the Planning Commission at its December 21, 2022,meeting. 3. Construction shall occur in conformance with the site plan dated November 29, 2022, subject to final review and approval by the City Engineer. 4. Construction shall occur in conformance with the landscape plan dated November 28, 2022, subject to final review and approval by the Public Works Director. 5. Construction shall occur in conformance with the elevation plan received in City offices on November 28, 2022, subject to final review and approval by the Public Works Director. 6. 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. 2 7. 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. 8. 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. 9. 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 26th day of January, 2023. Clint Hooppaw,Mayor ATTEST: Pamela J. Gackstetter, City Clerk CERTIFICATE I, Pamela Gackstetter, City Clerk, hereby certify that the above resolution is a true and correct copy of a resolution adopted by the City Council of the City of Apple Valley, Dakota County, Minnesota, on the 26th day of January,2023. 3 Pamela J. Gackstetter, City Clerk 4 CITY OF APPLE VALLEY RESOLUTION NO. 2023- A RESOLUTION APPROVING A SETBACK VARIANCE FOR PARKING ADDITION FOR THE CENTRAL MAINTENANCE FACILITY EXPANSION 2022 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,pursuant to the City's said regulations, a"Variance"is an exception granted by the City Council from the literal provisions of the zoning regulations where unique conditions exist which do not apply to the area in general; and WHEREAS, the City of Apple Valley owns the Central Maintenance Facility(CMF) property at 6442-140th St. W. (Lot 1, Block 2, Eastview Addition); and WHEREAS,the City of Apple Valley has approved the Central Maintenance Facility Expansion project(the "Project") consisting of removing a cold storage building, constructing 45,500 sq. ft. of building additions, and various site area improvements; and WHEREAS,the City of Apple Valley has requested a variance in connection with its Project to construct additional staff and visitor parking spaces that align with the existing parking lot; and WHEREAS,the Central Maintenance Facility property is located within the confines of a "P"(Institutional)zoning district; and WHEREAS,the required setback for a parking lot in the P zoning district is 20' from the right-of-way line; and WHEREAS,the parking addition would be located ten feet(10') from the right-of-way line of 140th Street West; and WHEREAS,the Apple Valley Planning Commission reviewed the variance request at a public meeting held on December 21, 2022, and made the following determination: 1. The 2019 Facility Needs Assessment Study determined that additional staff and visitor parking is needed for CMF operations. 2. One existing access drive onto 140th St. W., is proposed to be removed. Removing the drive isolates access to and from 140th St. W., and will minimize traffic interruptions within the site. 3. Removing the access to 140th St. W. will improve the functioning of 140th St. W. while providing additional room on the site to add the needed parking. 4. The new parking will encroach upon the required parking setbacks for the site, however the new parking spaces will align with the existing adjacent parking spots, with equal distance from 140th St. W. WHEREAS, the above findings made by the Planning Commission are adopted and incorporated herein and made a part of this Resolution. WHEREAS, the Apple Valley Planning Commission adopted resolution No. 2022-02 at its meeting of December 21, 2022, finding that the capital improvements to the Central Maintenance Facility buildings and site are in conformance with the City's 2040 Comprehensive Plan. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota,that a variance to reduce the parking setback from 20' to 10' (10' variance) from the right-of-way line of 140th Street West is hereby approved, subject to all applicable City Codes and standards, and the following conditions: 1. The variance shall be applicable to property identified as Lot 1,Block 2,Eastview Addition(6442— 140th Street West). 2. The variance is approved due to the findings as presented by the Planning Commission at their December 21, 2022,meeting. 3. Construction shall occur in conformance with the site plan dated November 29, 2022, subject to final review and approval of the City Engineer. 4. Construction shall occur in conformance with the landscape plan dated November 28,2022, subject to final review and approval of the Public Works Director. 5. Construction shall occur in conformance with the elevation plan dated November 28, 2022, subject to final review and approval of the Public Works Director. 6. 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. 7. 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. 8. 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. 2 9. 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 26th day of January, 2023. Clint Hooppaw,Mayor ATTEST: Pamela J. Gackstetter, City Clerk CERTIFICATE I, Pamela Gackstetter, City Clerk, hereby certify that the above resolution is a true and correct copy of a resolution adopted by the City Council of the City of Apple Valley, Dakota County, Minnesota, on the 26th day of January, 2023. Pamela J. Gackstetter, City Clerk 3 CITY OF APPLE VALLEY RESOLUTION NO. 2023- A RESOLUTION APPROVING A SETBACK VARIANCE FOR DRIVE AISLE/CIRCULATION AREA FROM FLAGSTAFF AVENUE FOR THE CENTRAL MAINTENANCE FACILITY EXPANSION 2022 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,pursuant to the City's said regulations, a"Variance"is an exception granted by the City Council from the literal provisions of the zoning regulations where unique conditions exist which do not apply to the area in general; and WHEREAS, the City of Apple Valley owns the Central Maintenance Facility(CMF) property at 6442-140th St. W. (Lot 1, Block 2, Eastview Addition); and WHEREAS,the City of Apple Valley has approved the Central Maintenance Facility Expansion project(the "Project") consisting of removing a cold storage building, constructing 45,500 sq. ft. of building additions, and various site area improvements; and WHEREAS,the City of Apple Valley has requested a variance in connection with its Project to construct a drive aisle and circulation area to access the east side of the Fleet Maintenance Facility building; and WHEREAS,the Central Maintenance Facility property is located within the confines of a "P"(Institutional)zoning district; and WHEREAS,the required setback for a drive aisle/circulation area in the P zoning district is 20' from the right-of-way line; and WHEREAS,the drive aisle/circulation area would be located five feet(5') from the right- of-way line of Flagstaff Avenue; and WHEREAS, the Apple Valley Planning Commission reviewed the variance request at a public meeting held on December 21, 2022, and made the following determination: 1. The new Fleet Maintenance building, located at the northeast corner of the site, has drive-through maintenance bays for operational efficiencies. The drive-through bays require a drive lane on the east side of the building, adjacent to Flagstaff Avenue. 2. The eastern drive lane is also needed for bulk fluid delivery related to Maintenance operations. 3. The proposed east drive lane aligns with the existing abutting drive lane, serving the Water Treatment Plant(WTP),just to the south.The drive aisle for the WTP obtained a setback variance in 2012. 4. The CMF site is encumbered with a 75' wide gas line easement that restricts the placement of buildings on the site. The buildings must be located on the edges of the site,pushing the accompanying parking/circulation lanes further east. WHEREAS, the above findings made by the Planning Commission are adopted and incorporated herein and made a part of this Resolution. WHEREAS,the Apple Valley Planning Commission adopted Resolution No. 2022-02 at its meeting of December 21, 2022, finding that the capital improvements to the Central Maintenance Facility buildings and site are in conformance with the City's 2040 Comprehensive Plan. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota,that a variance to reduce the drive aisle/circulation area setback from 20' to 5' (15' variance) from the right-of-way line of Flagstaff Avenue is hereby approved, subject to all applicable City Codes and standards, and the following conditions: 1. The variance shall be applicable to property identified as Lot 1, Block 2, Eastview Addition(6442— 140th Street West). 2. The variance is approved due to the findings as presented by the Planning Commission at their December 21, 2022,meeting. 3. Construction shall occur in conformance with the site plan dated November 29, 2022, subject to final review and approval of the City Engineer. 4. Construction shall occur in conformance with the landscape plan dated November 28, 2022, subject to final review and approval of the Public Works Director. 5. Construction shall occur in conformance with the elevation plan dated November 28, 2022, subject to final review and approval of the Public Works Director. 6. 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. 7. 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. 2 8. 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. 9. 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 26th day of January,2023. Clint Hooppaw,Mayor ATTEST: Pamela J. Gackstetter, City Clerk CERTIFICATE I, Pamela Gackstetter, City Clerk, hereby certify that the above resolution is a true and correct copy of a resolution adopted by the City Council of the City of Apple Valley, Dakota County, Minnesota, on the 26th day of January,2023. Pamela J. Gackstetter, City Clerk 3 CITY OF APPLE VALLEY RESOLUTION NO. 2023- A RESOLUTION APPROVING A SETBACK VARIANCE FOR DRIVE AISLE/CIRCULATION AREA TO WEST PROPERTY LINE 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,pursuant to the City's said regulations, a"Variance"is an exception granted by the City Council from the literal provisions of the zoning regulations where unique conditions exist which do not apply to the area in general; and WHEREAS, the City of Apple Valley owns the Central Maintenance Facility(CMF) property at 6442-140th St. W. (Lot 1, Block 2, Eastview Addition); and WHEREAS,the City of Apple Valley has approved the Central Maintenance Facility Expansion project(the "Project") consisting of removing a cold storage building, constructing 45,500 sq. ft. of building additions, and various site area improvements; and WHEREAS,the City of Apple Valley has requested a variance in connection with its Project to construct a drive aisle and circulation area to access the west side of the Vehicle Storage Addition building; and WHEREAS,the Central Maintenance Facility property is located within the confines of a "P"(Institutional)zoning district; and WHEREAS,the required setback for a drive aisle/circulation area in the P zoning district is 20' from the property line abutting a property zoned for residential or multiple-family uses; and WHEREAS, the proposed drive aisle/circulation area would be located five feet(5') from the west property line; and WHEREAS,the Apple Valley Planning Commission reviewed the variance request at a public meeting for the Project held on December 21,2022, and made the following findings: 1. A study was conducted that found that the proposed Vehicle Storage addition requires additional drive area on the west side of the site in order to maximize operational efficiencies and staff safety. 2. The existing west drive aisle pavement edge from the property line varies along the west property line. The proposed drive lane would provide a straight drive lane, and align with the existing drive lane towards the south end of the site. One consistent curb edge will provide a more functional and cohesive design. 3. The length of the newest maintenance vehicles is longer than previous vehicles, resulting in the need for larger turning area into the buildings. 4. Providing additional area for vehicles to turn into the building in a single turning movement eliminates the need to back-up and the need for multiple turning movements to access/exit the building. 5. The new Vehicle Storage addition provides covered parking areas which are currently lacking on the CMF campus. The new building will also minimize the visual impact to the neighbors of parking maintenance vehicles outside on the site. 6. The CMF site is encumbered with a 75' wide gas line easement that restricts the placement of buildings on the site. The buildings must be located on the edges of the site,pushing the accompanying parking/circulation lanes further west. WHEREAS, the above findings made by the Planning Commission are adopted and incorporated herein and made a part of this Resolution. WHEREAS, the Apple Valley Planning Commission adopted Resolution No. 2022-02 at its meeting of December 21, 2022, finding that the capital improvements to the Central Maintenance Facility buildings and site are in conformance with the City's 2040 Comprehensive Plan. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota,that a variance to reduce the drive aisle/circulation area setback from 20' to 5' (15' variance) from the west property line abutting properties zoned for residential uses is hereby approved, subject to all applicable City Codes and standards, and the following conditions: 1. The variance shall be applicable to property identified as Lot 1, Block 2,Eastview Addition(6442— 140th Street West). 2. Construction shall occur in conformance with the site plan dated November 29, 2022, subject to final review and approval of the City Engineer. 3. Construction shall occur in conformance with the landscape plan dated November 28,2022, subject to final review and approval of the Public Works Director. 4. Construction shall occur in conformance with the elevation plan dated November 28, 2022, subject to final review and approval of the Public Works Director. 5. 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. 2 6. 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. 7. 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. 8. 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 26th day of January, 2023. Clint Hooppaw,Mayor ATTEST: Pamela J. Gackstetter, City Clerk CERTIFICATE I, Pamela Gackstetter, City Clerk, hereby certify that the above resolution is a true and correct copy of a resolution adopted by the City Council of the City of Apple Valley, Dakota County, Minnesota, on the 26th day of January, 2023. 3 Pamela J. Gackstetter, City Clerk 4 CITY OF APPLE VALLEY RESOLUTION NO. 2023- A RESOLUTION AUTHORIZING ISSUANCE OF A BUILDING PERMIT FOR CENTRAL MAINTENANCE FACILITY EXPANSION 2022-2023 AND ATTACHING CONDITIONS THERETO WHEREAS,pursuant to Minnesota Statutes 462.357 the City of Apple Valley has adopted, as Chapter 155 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,public 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 and made a recommendation as to their approval at a public meeting held on December 21, 2022. 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 Apple Valley Central Maintenance Expansion project is hereby authorized, subject to the following conditions: 1. Site Plan/Building Permit is subject to approval of the building coverage variance and three parking/circulation aisle setback variances. 2. If the Building Permit is not paid for and issued within one(1)year of the date of approval,the approval shall lapse. 3. The Building Permit shall be applicable to property identified as Lot 1, Block 2, Eastview Addition(6442— 140th Street West). 4. Construction shall occur in conformance with the site plan dated November 29, 2022, on file at City Offices, 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. 5. Construction shall occur in conformance with the landscape plan dated November 28,2022, on file at City Offices, including sodded/seeded public boulevard area up to each street curbline; subject to submission of a nursery bid list that confirms that the landscape plantings meet or exceed 2-1/2%of the value of the construction of the building addition based on Means Construction Data. 6. Construction shall occur in conformance with the elevation plans dated November 28,2022, on file at City Offices. 7. No site work or tree removal may begin until the property owner has obtained a Natural Resources Management Permit (NRMP) and all required site protection measures have been installed and inspected by the City. 8. 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, if required, 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. 9. Any site lighting shall consist of downcast, shoebox lighting fixtures or wallpacks with deflector shields which confines the light to the property. The lighting plan shall be reviewed and approved by the planner prior to issuance of the building permit. 10. Approval of a signage plan is not included with this site plan and building permit authorization. A separate application and signage plan in conformance with the sign regulations must be submitted for review and approval to the City prior to the installation of any signs. 11. 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. on Saturday. Construction shall not be performed on Sundays or federal holidays. 12. 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. 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. 14. 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 2 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 by the City Council of the City of Apple 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; and ADOPTED this 26th day of January,2023. Clint Hooppaw,Mayor ATTEST: Pamela J. Gackstetter, City Clerk CERTIFICATE I, Pamela J. 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 PROJECT REVIEW CMF BUILDING EXPANSIONS 2022 Existing Conditions Property Location: 6442—140TH Street West Legal Description: Lot 1,Block 2 EASTVIEW ADDITION Comprehensive Plan Designation Inst-Institutional Zoning P-Institutional Classification Existing Platting Platted lot of record. Current Land Use Municipal maintenance facility. Size: 843,699 sq.ft.(19.369 acres) Topography: Flat Existing Vegetation Urban landscaping consistent with maintenance facility. Other Significant None. Natural Features Adjacent NORTH Wyndemere 3'd Addn and Waterford Village 2nd Addn Properties/Land Comprehensive Plan LD-Low Density Residential(0-6 units/acre) Uses Zoning/Land Use R-3 Single Family 11,000 s.f SOUTH McNamara Contractin Properties Comprehensive Plan IND-Industrial Zoning/Land Use I-1 Limited Industrial EAST Eastview High School Comprehensive Plan INST-Institutional Zoning/Land Use P-Institutional WEST Cedar Isle Estates 5'and 6'Additions Comprehensive Plan LD-Low Density Residential(0-6 units/acre) Zoning/Land Use R-3 Single Family 11,000 s.f Apple Valley Fire Department MEMO City of Apple Valley TO: Kathy Bodmer-Planner FROM: Brian Kilmartin, Fire Marshal DATE: 29th November, 2022 SUBJECT: 6442 140th Street- CMF Kathy, In reference to the upcoming CMF project, any/all newly constructed building(s)/add on's to the current building, included in the project will need to be protected by a Fire Suppression System per chapter 9 of the MSFC. All Fire Suppression Systems will need to be monitored by a Fire Alarm System(s)per chapter 907 MSFC. Along with this project I would strongly encourage the city to consider completing the current fire suppression system which only today protects a very small portion of the larger vehicle storage area for the streets vehicles. This system would need to be extended to the North through the remainder of the storage along with the 1st and 2nd floors. Brian Kilmartin Apple Valley Fire Marshal 952-953-2680 brian.kilmartin@applevalleyfire.org Apple Arromonsik MEMO Building Inspections TO: Kathy Bodmer, AICP,Planner FROM: George Dorn, Building Official DATE: November 30, 2022 SUBJECT: 6442 140th St W (Central Maintenance Facility Expansion) • Article 230.2 of the Electrical code will require the new building to be a separate building with a firewall between them if separate services are provided. There are no openings allowed between the new and existing buildings. The exceptions require each building to be cut off from one another for safety. The firewall separation rating will be designed in accordance with the Minnesota State Building Code based on occupancy types. A parapet may be required based on design. Our depai tiiient and the Architect are still working through this part of the design. • A SAC determination is required from Met Council prior to permit issuance from the City. • Architectural, Structural and Civil plans are required to be signed with the permit application. • Geotechnical report boring log and Special Inspector Agreement is required prior to permit issuance and soil corrections on site. • Any potential future expansions as indicated on the plan would need a more comprehensive review prior to the additional square footages before approval. • Retaining walls shall be designed by a Structural Engineer page C 1.01. • Submit plans to Minnesota Depai talent of Labor Plumbing Division for review of proposed plumbing,roof drainage, and sanitary and storm design. • A trash area is required per MSBC 2020 1303.1500. Subpart 1 requires recycling space in accordance with Table 1-A on plans issued for permit. Indicate calculations on the plan sheet. • The break room appears to have properly sloped front however the kitchen area on the plans do not have either of the two sinks with a sloped front for accessibility. • Is the locker room going to be designated unisex? • The City of Apple Valley has adopted the 2020 MN Rule 1306,subpart 3 Special Fire Protection systems. This section would require the building to have an automatic sprinkler system installed based on occupancy type and square footage. • Additional firewalls and or barrier ratings may be required to be changed,once the code analysis has been reviewed and completed based on the occupancy separations, allowable area,type of construction,and the requirement based on the separate electrical service for a separate building. • Mechanical equipment on the roof is required to have access in accordance with MN Mechanical Code 306.5. • Roofs with different height elevations may have a permanent ladder in accordance with the 2020 MMC 306.5.3. • Per MSAC 502.4.4,the access aisles for the accessible areas shall be marked with a designation sign that says "no parking". Review areas under consideration for accessible parking areas. • A thorough comprehensive plan review will be conducted once the permit has been applied for, and construction documents have been received. • The Civil and Electrical plans should show the locations of the Electrical vehicle charging stations on the plans prior to approval of permit issuance. .- • 'I.... ; i-----.--.. ."--1 .!!.-‘.. ,tz,'.1,,,,c-:r,-.-: ,,4%,/.7..`..-!F ,-.-1- rft-j IlL! T A. 3> • n ���ti �3�'T H ST'W � Q' � ' � '�� �e 14:* 37TH � = � � t WznE2 ' } 't y r S> ol �. t .="TGE MAY', �� �FO� v". m , f �--ILO_ O } ` o Fq�R.OA�LN S `�� ( R� --A .- 0 ' yl 1 . , • � PLO e..#. 140TH ST'W I • At-> ____...1‘wor - s LL �� ;.X- W *f � of TRH I. ��, ....„.. . it .i �_ .._„.10 ____ < SITE'..iy.e':..i.,:,-/i,-;:ill.z11),',-:,,,- .': ,\„,' c,7,,,,/,',,-„,,.,-'•,..,i_L-.:j ri;1,17, ::,J.,/,/,:,, ,,,,,:j : • . <C' - )1 ,. - i • giria �0 � [81 r F t ,4�OG h r � � AY N. a 145TH ST W' 4 III ipt. — �� !!, I W �� ,eS>. 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W \_'J i•E ` �I �' Il i��_h�a a el `gam ■ d +\ I ZONING MAP �•: =' .fly . _ 1 l 4tz ikz- Iv • f i9 r R y 4�th St�N . , ' it r , "� . aM c t . ;177 , ditit "" •.• . _ 111 t i ;_ �4 iii,i nay C _ Y a 1 > 7'R CO NT V a to cB 'L . ,.. !." 4* LL- 4::?..c) '. ill . • Q) O a--J cr �,_ `_� ? Iii ? r p > r{ f ! i ' p rt , 1,k, . r • •k ti fl V .1 Is i .& .r.,?..0 iii w_ . ..,,,i0oH. - 0. +' : 4 1, t .. 01P1610\41%....— ---- 1 ' . . : i QTEL CHITECTS CMF Planning Summary Oertel Architects performed an analysis of the facility for building condition,general code compliance, operational functionality, and predicted future growth and needs. Below is an outline of our recommendations and budget allowances. Identification of Needs The building was analyzed in terms of current building layout and review, condition assessment, departmental and staff interviews, our program analysis, comparison to other facilities within the metro, and current overall industry standards. The following areas were identified as current needs within the facility: a. ADA Compliance Upgrades to the Office Area b. New Fleet Maintenance Building c. Parks Department Expansion/Consolidation d. Police Relocation e. New Vehicle Storage Area g. Office Expansion/Addition h. Garbage Truck Addition h. Shop Re-organization Building Space Breakdown Existing Police Storage (Demo): -(15,000 SF) Existing CMF Building (1st Floor): 48,390 SF Office Addition: 1,381 SF Vehicle Storage Addition: 24,824 SF Garbage Truck Addition: 1,040 SF Total: 75,635 SF Other Existing Buildings on Site: 80,942 SF Fleet Maintenance (New Building): 18,240 SF Covered Materials Storage(New): 7,100 SF Total Building Area on Site: 181,917 SF Total Site Area: 843,699 SF Building Area Site Coverage: 21.6% 1 QRTEL CHITECTS Planning Summary The CMF site was previously zoned type 1-2 which allowed building coverage of 30%. As part of the 2040 Comprehensive Plan the site was zoned type P,which allows building coverage of 20%. The proposed building square footage of the renovations and additions brings the building coverage to 21.6%. During the planning process for the site it was determined that the additional building area would be required to meet the operational requirements of Public Works and will serve the City to the greatest extent on the existing site. Providing all of the operational needs on one central campus increases productivity, minimizes response times, and promotes staff safety. As part of the building renovations and building additions to the site, associated site work has been planned for. • The new Fleet Maintenance building, located at the northeast corner of the site, has drive-through maintenance bays for operational efficiencies. The drive-through bays require a drive lane on the east side of the building, adjacent to Flagstaff Avenue. This drive lane will also be used for bulk fluid delivery related to Maintenance operations. The proposed drive lane will encroach upon the required parking setbacks for the site. The proposed drive lane aligns with the existing adjacent drive lane, serving the Water Treatment building,just to the south. • As part of meeting the CMF operational requirements it was determined that additional staff and visitor parking is necessary. To address those needs we are proposing the removal of one of the existing drive lanes onto 140th St. W., at the northeast side of the site. This isolates access to and from 140th St. W., minimizing traffic interruptions. It also allows for additional parking in that area. The new parking will encroach upon the required parking setbacks for the site, however the new parking spots will align with the existing adjacent parking spots,with equal distance from 140th St. W. • During the planning process the Civil Engineers completed turning studies for various Maintenance vehicles on the site. During this process it was determined that the proposed Vehicle Storage addition requires additional drive area on the west side of the site in order to maximize operational efficiencies and staff safety. The newest Maintenance vehicles have become longer than many of the previous vehicles, resulting in greater turning radiuses. Allowing additional area for turning results in single turning into the new building, omitting the need to back-up and the need for multiple turning movements to access/exit the building. The additional drive area requires shifting the curb line towards the west property line, which would encroach upon the required parking setbacks for the site. The current drive lane/curb line is not uniform and varies slightly along the west side of the site. The proposed drive lane would provide a straight drive lane, and align with the existing drive lane towards the south end of the site. The new Vehicle Storage addition provides covered parking areas which are currently lacking on the CMF campus. The new building will also minimize the visual impact to the neighbors of parking all of those vehicles outside. During the extensive master planning process the design team took into account the City of Apple Valley's long term 2040 Comprehensive Plan. The 2040 Comprehensive plan has a list of Key goals for the vision of the future 2 QRTEL CHITECTS of Apple Valley. A number of those keys which are identifiable as being inclusive for the proposed CMF renovations and additions are as follows: • Key 1 -Service: The Central Maintenance Facility provides City required services to maintain City infrastructure and land. • Key 2 -A Great Place to Live: The operations at the Central Maintenance Facility provide services which support the transportation system, maintain the parks system, and enhance the unique qualities of Apple Valley. • Key 4-Safe: The Central Maintenance Facility operations provide safe transportation by maintaining and enhancing public roadway and infrastructure needs. • Key 5 - Parks to Experience: The parks department,which is located at the Central Maintenance Facility, provide services necessary to maintain and preserve the natural environment of Apple Valley. • Key 6- Healthy and Active: The services provided at the Central Maintenance Facility allow for the residents of Apple Valley to have access to the many recreation facilities through the system of sidewalks,trails, and bike lanes connecting the neighborhoods of the City. • Key 7-Sustainable: As part of the renovations to the CMF campus and buildings we are planning on incorporating numerous components to enhance the overall sustainability of the campus. A series of systems strategies have been implemented into the designs including: ■ Upgrading insulation values ■ Replacing existing windows ■ Kalwall "windows" at the new Fleet Maintenance building ■ Replacing existing overhead doors ■ New LED lighting throughout ■ Solatube skylights in the new Fleet Maintenance building and Vehicle Storage addition ■ Occupancy sensors in most areas without automatic dimming, light level adjustments ■ High efficiency gas fired water heaters ■ Provisions for PV (solar) panels at the new Fleet Maintenance building and Vehicle Storage addition ■ New high efficiency HVAC systems at renovated and new facilities ■ The current energy analysis models indicate a 23% peak kW savings over baseline systems for the building(s) • Key 8-Accessible: The Central Maintenance Facility provides the services required for maintaining the multifaceted transportation system which support and enhance the city of Apple Valley. Additionally,the proposed Central Maintenance Facility improvements include ADA improvements which will make the building more accessible to those with mobility needs. 3 f?RTEL . . . ARCHITF,CTS • • • • 1795ST. AVENUE CLAIRV NUE • • • • • ST. PAUL, MN 55105 • • • • (651) 696-5186 www.oertelarchitects.com • • • Apple ••• •••• ••••• Valley •••• ••• APPJIIey 7100 147TH ST W APPLE VALLEY, MN 55124 CMF IMPROVEMENT & EXPANSION PROJECT CITY PROJECT NUMBER 2021- 154 _ v _. 7t; . _,. . . •_ . ., , . ,4",„-at__ALI/ .........e.-... --rolv \,, ,f,. \77. ,40,,...... er.7-:_-..1 Jp• 7-3.ar".')'lit '........_„. FP., ,,,. ' Air.", 7--uSti 711g: -11*et: it i_ '' 71" N . .40 . • ... _ •� .4 ,. • •.I J• .- y •IF r , ... , ,. ,, . . • ! .. IIIIIPIr. - 4;:•4 rat v. . k u ...44____ he r Al r - (1.-7• ‘ • . .... 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C2.02 - C2.04 STORM WATER POLLUTION PREVENTION PLAN < < H Z . _ .4-- .• • C3.01 GRADING & DRAINAGE PLAN IM, kk / iir."�7. 4::: 41' .it iiiiitt _. ..: .... lli V)t tr....4111; -* - _ ' • s C3.02 GRADING & DRAINAGE PLAN (WVR-P56) v' ;1► ,�, , C4.01 UTILITY PLAN 41 4Z .1 . III I-': _ �c.f d116:: - _ _ _��_ = R C8.01 - C8.06 STANDARD DETAIL PLATES 0 w •• LU K • . . . % II ...........ii ti......... 1 • �� 111 �. u I .V - �Ir w r �/I •• .• • H LLI .. ' • ., - Z . . 71- • ""' r1 THIS PLAN SET CONTAINS 18 SHEETS. 'et ,r marl 1 ....,z,, : 46. ..k. Ilk • ,...,,, . . i . , . . _ , ...g .::.., , r 11 H 0- •• / 11141F",- •P I - le yr. A 30 . r '1i ; --.....--- 1 , ! u ..3-: °O 1 i t. . 114-41ipt IP 1 ,.."..r. , , �• Imormin211.6„.1.7dry'- wZ • _12 2 re- } Z ;r • 1 goid.,115_ .. . i ,FINir ,41 • A 4. .... < 2 ,,•... . . .„, . • a r , 107110,po ' ..•• . ' *- ,... • ., 7...' :,,,,,t 0 ...i„ •jo ,- ... , * - '.. ..- -VicIt'.. ...__. 4. H. _,I. , • , • a t* *t‘ r ► :' 1010.11M.6101.- iI r • I. *•kr: )tt ' .7)0 ".' " 4 t Itilift *" Mt ,, _ in,. , ., 01111- .,t,,,, .4.160/Alli . .. i . Algill ' '4,.' t• . ,e, -.. . • JT' gLW-6%ff 44.. ll'A. °",Of ‘ IP, 1 * Z0 04 CLINT HOOPPAW MAYOR. • - IP a.IkvAit..-. • :..• LLI I2 eilr.- i _ Z - • .fir; ,s;, � `•ilfir ` - _ , ,, • . i y • • _ - r * ; THOMAS C. GOODWIN COUNCILMEMBER 0 a. . . -yy:�' ' .�itio4.,H, , r • JOHN BERGMAN COUNCILMEMBER 0- . tiazifizoird-,,,.-1-1..„---„ ,immilmisme 16 --- • RUTHA. 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N / \ I 14050 0,0 °,,,' ti 1 I� 811 PVC (FROM AS BUILT) LICENSE# I / I m ry �l 11 -. / - 1 1 - I I I I -�� / / I xlllll _III i 8 P l ll 1CrT� O 401 $oI SHEET NAME: EXISTING 0 40 80 140THW RIGHT T RN LANE WVR-P56 STORM WATER POND CONDITIONS --- STREET G U File : 2021 - 154 CMF 11 . 29 .2022 SHEET NO: CO . 0 1 PRINTED: 11-29-2022 FILE NAME: 2021-154_C001.dwg — << « 1 III 1 1 1 I ' 1 \\ // 1 1 II 11 1 I 1 1 1 11 1 1 \\ �� 1 1 II (A/ \� I I I 1 11 11 II li 1 1 11 1 1 " \ - - - - - T - -J - I - - - - - __L - - >_ -> _-_ — 40CERTEL\ 11 / - - - - - - - - - - - - - -/ � � r � ^ - - - - - _ J === - - - > - _ _ I J i ARCHITECTS1 — I 4 - _ - - --- - ----- - - 7 v 1795 ST. CLAIR AVENUE I I �Q A �J V V A ST. 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I • I - x 7100 147TH ST W -___I `III ( r. 1--) * F7 ) x x * * * 1 I _ 0 / IIA ,ii APPLE VALLEY MN 55124 • ----- - \ Gs x• --G-s- - ---- ____t_ U;)-4 m 0 Fht------ 0 _ A d-7)1---- • — -- .;— — < v T1'1 1 1'• 1s= )\ * ` 1'`• 1'` 1'` rl'i , \G'\ _ _1 _ i i AL li _ �', � --___ _ • o « Fes- - 1� 1 4 El � . 1 I x x1 4t :•' 0A • • • _ LN3W3Sb33Nr7tri I _ I i I -�— � TIONI I © 16 \\ 15 11 G, /M —01 1 tr"11 \ _ G— CAU — — � I --_ -- / Imo_ -Gam_—G� I `� --_ _— ' I''41 ,' / c.„ _ — )11 I• 1 --_ 1111 411 _ r�' , G — WARNING 1 I GG�G i X X X \/ �� _ �� —- ----- � l ' I`' _ — _ _ I x II ►'1vils. • -I• ?__ r' Lr] p� \—G HIGH-PRESSURE PIPELINES) I ( G N3d1 �� �.�. - - � i�l/ ��\ �7 �, •1� — 1_V EXCAVA ii;v;s"3N/73d/d C __ A hIU / / __ G TION AND/OR CONSTRU � . __ / •II \ � 46I 1 III Q -a- - -- I WITHOUT ATE O PROHIBITED G ! ; ���ir N.`�� __ -- 7 � > � ___ COMPLIANCE W17}{SPATE ONE- c - 4511r*Aes, C c �•� �\ �/) �� •1�li I� - __ - - C4LL,AND ij __ J �- • � ��i� � � � __ / �� II w / u I IL __ - WITHOUT WRITTEN PERMISSION FROM G—G G �� L52e4rellr G G O• `••' ___——-I al4 N 7� 1 •` x II . MAGELLAN PIPELINE COMPANY /� - , l �.. ,•1II nl. I II '' 4_ , - — .� GI*� —GAG _ '!. •1 ' N p G F— A' � �' GAG —vim ------ ›- LLJ l28I • w 1 — =�_- t___ _ - o - _ _ _= a - _ G - r6fO , ��� " x7// + •, ,• •• •,• / •� z - PRRSSONSTRUELINE(S) GGG N G• • , • • • + • • - - \ CTION PROHIBITEDe , , ,_ L w • • • • •• ti • • EXCAVATION qND 0 ' • ATE ONE- _1l � I •• � • •� • � • • •• • • • • A+ -----_-_-__- COMPLIANCE WITH ST 1��1j� 4ASGS A � • •• • ♦• • •••• • ' � �3 � 1a• � e �� � —� �9 7 �`r < < < I � _ ___——- I CALL,AND i O� �III� � --` 1 • , , , , EXISTING �I • •• •�•�•" •• . • „ , ,'�'� < < < < �,� WITHOUT WRITTEN PERMISSION FRO IJ 4141,1*.hietrit4PARKING w _ _ t __II I • • • • • • • • • �• ~ 1 I I I I -- II ;„ MAGELLAN PIPELINE COMPANY •`p4 �, �, �,i**P.S., - _ ,-----_ =_-_ ,___„_ __ _=_I--4,...A, * is • _*, _�_ x 1:: 6-7-- I ° 1�� A r(, i .••- « « -to w I A _ — Jl • • i •T• • • ♦• Ib£bfbT N y — - - I - �+ • r e 1 2 • • j 700 Had1N3W35V3 h I \\ — II M • I i •♦ • ♦• • 4 > > Al/7/IPE U'S53JJb',OZ W=p - 1 / \ / *it/ IIIN :. �r ------- Q � I [! m L _ - -__ \ / 1 "III II- r T - I2 :0 1 I I i / 4 II c9 gall 11 '14. ' 1 (II)e 0- I i1 t it • / l 1� ...R I �.•.I IE7^ /1\ - �, 43,,g1 I I I I II x 1 I1 III==l CMF GARAGE Ti ,=� 1 I II _ I^ ,_ hJ I II o 1 _ � J lillrill.t1.::::_k.1\1\ 1 FFE = 988.5± FFE = 988.1± �► /JJJ, W 'LE D ND �'1I „�� _ I� • \ � / Q yQ,N 1 1 .•,A 2$1 %/ I\ II O O*OW �O x l I I I II .3 �� - - I „, COLD STORAGE I 1 �, I ��J � I� ; ', 1 �� I I COLD STORAGE I � II W 1 I I 64 1t1' I I IL,,o,,, I�. A , 1 \ FFE = 991.9± FFE - 992.3± Do Ir-_-�I , 1'. - i !LILL OZ It„ , 14, LJJ I 1 �! — al l Q1z IF , ,1 L6ra —=n _ • \El \ I� CN - x i II `` 1 0 W 5 1 -I IS \ ,,F 1,- ,-,, ��� l ra V 1 4, . II L N- I I1 E770- 1 -C W �1 I II I1 • �� I� - - C- - - C_ -r_7 C� ,, 11 I 1 1C► \ I Cl G ^ LO Z�_ .y /I ., q I �_ II o— / l Q -� o A - ZLO �--- I O� , I w �o /� - yAVB ,- g at II II il II Q D• /ill I /I W - II I It(Ir � — �— » » /-� ►> >, » » » » —r r _ 1 I �¢, — /� p ---------- 11 , III I Ix xi I w I n (nl I -I`�i"' —_ — — � Nip —— �-- J t- :�'—�.-�,��,�� � �\ �--11 I I I � \ I I I I( O I I I �_�_ � —1 � ` — — — � �l (I �g J � " x II} �I/ Ibfbfbl ON [� cJ -)O'ACCE55& CITY I. Thgnrnr I I I 1 _ - - j/ �� i OOH3d1N3W35b9 9 WI `� 9 �, o "A`— `� � 0 �' I - 30 30 l/ 30 30 Z M 1 >2 \\ 30 30 �/ 30 311 30 30 \\ 30 9T�U 30 30 �' I 1 I 1 Ih 9 vFH DOC.NO. 82251 ---- --- �,�wvd -IO,E✓uO - - - -_I IEsoo�Nn 3az5 ---- u� I� — — _ oz — ���� — ��9 I \ I' ��`a Ii4 Ek - —7 I I I P' 1 } I 1 �Arrrrin �__ � I — // v I _ 01,11,. �— � > — --_— — 7 - wa _ 553J , II 1 1I 1 — — LLI >< wA l/In ss3JJ Je ' ��s 9 9 ems: siTsQQ�sis: .Tie ss „ 4IIll - - 9 ;;vM3MJsv3*Jv7dV .1N3W35 A1ONb'397 HO '- : • - _ �4 �1..--� II 1 -e « ,,\1 �+ F X x X X x -� x �� I I I I'' NO/LTNI3/ALSb9dO_I N3d1N3W35b3Al aGAIV39HNMN0 �\ V �/ ��A X X Y X X X Y X X X X J x X X X X J x X XO— _, ea II } > > >— H LLI N- Q moo- \ \ / � Z ii I �, Al \ \ , -ID 06 C� o_ / \ \ \ / 0 40' 80' H ri III \I/ \\ \\ / I I �Il' I\ \ \ // e .. _ III I NMII a 1 . SEE BELOW e < SANITARY SEWER REMOVAL NOTES: 1. CONTRACTOR SHALL REMOVE ALL SANITARY SEWER PIPE AS SHOWN IN THE DRAWINGS. KEYNOTE LEGEND LEGEND: —I 1-1-1 2. CASTINGS SHALL BE REMOVED ON ALL STRUCTURES IDENTIFIED FOR REMOVAL. s(C 2 3. CONTRACTOR SHALL BYPASS PUMP SEWER TO MAINTAIN OPERATION AT ALL TIMES DURING CONSTRUCTION. ® REMOVE EXISTING BUILDING -X X X X X- REMOVE EX FENCE I/ LLJ WATER MAIN REMOVAL NOTES: © REMOVE EXISTING SIDEWALK 1. CONTRACTOR SHALL REMOVE ALL WATER MAIN PIPE (INCLUDING FITTINGS) AS SHOWN IN THE DRAWINGS. REMOVE CONCRETE CURB AND GUTTERI-- > 2. CONTRACTOR SHALL REMOVE ALL VALVES AND HYDRANTS SHOWN IN THE DRAWINGS. © REMOVE EXISTING ASPHALT 3. CONTRACTOR SHALL NOT BEGIN WATER MAIN REMOVAL UNTIL TEMPORARY WATER SYSTEM IS OPERATIONAL. DO REMOVE EXISTING UTILITIES LLJ Et ' REMOVE SANITARY SEWER Z 0 STORM SEWER REMOVAL NOTES: EO PROTECT EXISTING UTILITIES 1 I REMOVE WATER MAIN 1. CONTRACTOR SHALL REMOVE ALL STORM SEWER PIPE AS SHOWN IN THE DRAWINGS. FO REMOVE EXISTING TREE 0 2. CASTINGS SHALL BE REMOVED ON ALL STRUCTURES IDENTIFIED FOR REMOVAL. REMOVE STORM SEWER 2 3. CONTRACTOR SHALL MAINTAIN STORM SEWER DRAINAGE AT ALL TIMES DURING CONSTRUCTION. CI PROTECT EXISTING TREE SERVICE REMOVAL NOTES: �H PROTECT EXISTING SIDEWALK REMOVE WATER SERVICE 1. 4" CAST IRON SEWER SERVICE PIPE SHALL BE REMOVED FROM THE ROW TO THE MAIN. ID REMOVE EXISTING SIGN - REMOVE SANITARY SERVICE 2. ALL 3/4" COPPER WATER SERVICES SHALL BE REMOVED FROM THE CURB BOX TO THE MAIN. I REMOVE EXISTING STRIPES REMOVE HYDRANT REMOVAL NOTES: ®K REMOVE EXISTING CURB 1. ALL TREES IDENTIFIED FOR REMOVAL WILL BE MARKED BY THE ENGINEER. REMOVE VALVE PROJECT NUMBER © REMOVE EXISTING WALL 2021-154 2. SAW CUT BITUMINOUS AND CONCRETE PAVEMENT AT REMOVAL LIMITS. LOCATIONS WILL BE MARKED BY THE ENGINEER. ® REMOVE VALLEY GUTTER ® REMOVE CURB BOX DATE OF ISSUE: February 15, 2022 8 REMOVE FENCE O O � � REMOVE MH, CB, OR FES _< DRAWN BY: JLS/TB - I I I I I v I I - / I 0 I - I I I I I DO REMOVE EXISTING DRIVE ENTRANCE, CHECKED BY: EXISTING HYDRANT TO REMAIN JLS " 140TH STREET W A A INCLUDING CURB AND GUTTER, AND ^ REVISIONS: ;� BITUMINOUS APRON �a EXISTING VALVE TO REMAIN O © EXISTING FENCE TO REMAIN EXISTING CURB BOX TO REMAIN I - �____�_ - — — ---___ _ % ==mot== �- REMOVE AND SALVAGE EXISTING I---L ® ® ® �-`-"� EXISTING MH, CB, OR FES TO REMAIN � I - G G G G G G GF G.— G lG G G G G G —r G � r G ■ G — G— G -- G `• r G G G- _ O CONCRETE PICNIC TABLE AND CONCRETE G\V��� \I/ Ali - �I/ y � I la r E---= L S \I/ _ ��' �I� \�! \T/i ° � �� 440 I� I/ PAD i REMOVE CONCRETE DRIVEWAY, SIDEWALK, OR VALLEY GUTTER ilp / /N- A 11111 REMOVE BITUMINOUS DRIVEWAY, TRAILOR STREET PAVEMENT ��7 O U OUS LiJ\ \ © // / / / I �I r1\ T o - y / / / i I /// / i I I — — — — / ! /• / ! T . �. �. �. � REMOVE GRAVEL / /�\ \ / i ^ / I -.• .•._.•._.•.• I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION,OR / N I / \ ^ - I I� _ — —� � REPORT WAS PREPARED BY ME OR UNDER MY DIRECT / / 14051 1 HIIIIIII I E .� i-- SUPERVISION AND THAT I AM A DULY LICENSED 1v / \\\ N\\ i /-- s i IR®� % - ARCHITECT IN THE STATE OF MINNESOTA. F — _ / / \ 1 I 14047 I il I o- REMOVE TREE I— —� / / ` \ I 1 I / ill_lol 14088 / / 1 i ' �� 1 �� / / / \ ,___-I 1 a 114074 I I I 14094 / / x L _ 14082 L 1 L I / \ ��, W Ac / o -o_ PROTECT TREE / / \ -- � --1 ..._.,__,.., - - - - /I SIGNATURE I I I- I — J/ / 14057 / / �o� _ — / / / -� I �a �`% I / / c / / / L \ ¢ W= DATE ''2i `,\ V �/ C �I'I I ..W I. © REMOVE BOLLARD LICENSE# / i 14050 II « — I I I I I I 1 1 I 1 I �_ \ I I I 1 SHEET NAME: /— < < < < < < < < < < < �/ NN\ / N// II Ir. BAN / J !.I4 11 t A 'tic' REMOVAL PLAN 0 40' 80' 140TH STREET W RIGHT TURN LANE --- File : 2021 - 154 CMF 11 . 29 .2022 SHEET NO: C0 . 02 PRINTED: 11-29-2022 FILE NAME: 2021-154_C002.dwg I I' I 1 'I ' 1 \\ ;' 1 1 II 1 1 1 1 11 I 1 II 1 1 \\ (( 1 1 II I I I 1 II 1 1 II 1 1 1 11 1 1 (A/Om V - - - - - I I I 1 \\ 1 - - - - T - - - - - - - - -I� - �- - - - 7;/ - - \\ - - 1 1 - - - - - - - - - - \1- � � - - O - - - - - - � O- TEL - - OER EL 111Z6 El - = = == = = --==------- ARCHITECTS FLAGSTAFF AVE � O 1795 ST. CLAIR AVENUE 0 N ST. PAUL, MN 55105 'W . fl) _ _ _ ___ _____ __ ________ _ ___ _ .. ., _____ __4• /i - - - - - - - - - - - - Ni ' • ® 1., - - - - - - - - - - - g O - - - - - - - - - - - - - - - - ❑ A \ (6rch 696-5186 „� - I - _ - _ - -/ 4 = o / �� www.oertelarchitects.com // IFt J //HK� 'wiisi_ •i • PKG , PKG ' .. 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'.I I I Z 4 I� I� ; 179.96' �I O i II II o / �1 I EEG 0 O Z L� `'.11 w in ' �I N;=, ® + + + + 0 1h ©� I� 'II II • Qo\ �o %e I- Z' ( I -/k 09 < •i �iFC-� `) /� - + + + + / /- 0 \ J t--___------ © ` I1 �\ /j p ---------- 1 /� II I X o Q i. ,L l' (J� El o, - - - - - - 9 - - I - �� - 9 _ D_ 9 D 9-- - = D� - _ -NTT / \ - - / �� /ii 5 ►'-� \� 9 9 9 D 9 4S_- tsU �tDZ BL:- z n_ . >2 BL�6 - BLDG BLDG BLDG BLtlG BL�G BL�6 �1 �L�G ovL�� � - _g \ 30 30 �� 30 30 30 --BLDG- - 30 �� 3(J 3 3J� r30 p 30 -�^�9�v 30 30H/ 30 30 30 � \ m � s== - - - - - {- � _�_- =may= 9 J D 9 Sl� D D D �j ©• WG� BLDG_ BLDG Z -f BLDG BLDG BLDG BL G BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG - �� c 1----. _ _ - - I-'- -0- - _ ___ _ / �w� - _- BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG L\ I Lil I 64.ju- L� ' b • O - - -I _ -� J n r NW CM�° � ,��:' X • .X X X X X X = X - d X DM J�Id 931d DPI-d��DX DHd Did Did Did D1Id DHd DNd D1Id D1Id D1Id d DNd DHd 9Hd Did D1Id DNd x 03Hd X DHd X DHd X D1Id X�1Id I d - IFI' F� X X X X X X X X X X X (� X X X. X X =_ -0 > I \I/ \\�\\ // H < Z4 _ L.LJ N ill ' / ki \\ \\ \ I I I 1 I I i - el>1 2\ \ \ \ 1 1 < I 0__ \ \ \ y iqt off . \ \\� / / _ Q SEE BELOW 1 SITE DATA DEVELOPMENT DESIGN STANDARDS: CURRENT ZONING: HP" (INSTITUTIONAL) < 2 BUILDING SETBACKS: PROPOSED ZONING: "P" (INSTITUTIONAL) PRINCIPAL OR MINOR ARTERIAL STREETS: 50' (2 LLI COMMUNITY OR NEIGHBORHOOD COLLECTORS: 40' PROPERTY AREA: 19.37 AC HATCH PATTERNS ALL OTHER STREETS: 35' DISTURBED AREA: 3.52 AC SIDE LOT LINE: 10' EXISTING IMPERVIOUS AREA: 11.34 AC REAR LOT LINE: 20' PROPOSED IMPERVIOUS AREA: 12.68 AC PROPOSED SETBACK LINES EXISTING BITUMINOUS PROPOSED BITUMINOUS ABUTTING R OR M DISTRICTS: 20' Z 0 PARKING SETBACKS REQUIRED: PKG PKG PKG PKG PKG PKG PARKING SETBACK ° 140TH ST W: 20' a EXISTING CONCRETE a PROPOSED CONCRETE LLI /2 BLDG BLDG BLDG BLDG BLDG BLDG BUILDING SETBACK o 4 ° ' a FLAGSTAFF AVE: 20' WEST PROPERTY LINE : 20' BLDG BLDG BLDG BLDG BLDG BLDG PROPERTY LINE 0 0. /7 REAR LOT LINE: 5 BLDG BLDG BLDG BLDG BLDG BLDG EASEMENT LINE �� ��' �' r-�!Y 1 EXISTING GRAVEL \ PROPOSED BLDG/ADDITION � Ig,1�1�,1�,1; PARKING SETBACKS PROPOSED: 2 140TH ST W: 10' FLAGSTAFF AVE: 5' \ + + + +EXISTING BLDG + + + + + PROPOSED LANDSCAPING WEST PROPERTY LINE : 5' \ + + + + REAR LOT LINE: 10' MAXIMUM BUILDING COVERAGE: 20% PETROLEUM PIPELINE EASEMENT PROPOSED BUILDING COVERAGE: 23.73% PROPOSED PARKING : 94 STALLS SITE PLAN NOTES LEGEND PROJECT NUMBER: 2021-154 O PROPOSED PARKING DATE OF ISSUE: 1. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO February 15, 2022 • U \ U CONSTRUCTION. 0PROPOSED CONCRETE - \- - \- - - - - - �I/ 2. THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE DRAWN BY: GEOTECHNICAL REPORT PRIOR TO INSTALLATION OF SITE IMPROVEMENTS. © PROPOSED PEDESTRIAN RAMP JLS/TB 0 EP 3. CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS OF CHECKED BY: THE BUILDING AND STAKE FOR REVIEW AND APPROVAL BY THE OWNER'S O PROPOSED ASPHALT JLS 140TH STREET W 1 REPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS. 4. LOCATIONS OF STRUCTURES, PAVEMENTS, CURB AND GUTTERS, SIDEWALKS SHALL O PROPOSED RETAINING WALL REVISIONS: BE STAKED IN THE FIELD FOR PROPER INSTALLATION FOR LINE AND GRADE. 5. CURB DIMENSIONS SHOWN ARE TO BACK OF CURB O PROPOSED POND 12' THRU LANE 6. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY THE ENGINEER / LANDSCAPE ARCHITECT PRIOR TO \ PROPOSED PRE TREATMENT AREA 14' THRU LANE . FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENTS MATERIALS SUCH AS, 1 i nnl� �` G G G BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, WALLS, RAILINGS HO PROPOSED CONCRETE APRON G G G G G G G G G G a-- _ __- G G G G G G 12� TURN uarZrvt G G�t�G ►' I - - - -F- - - - >- - - - - -F- - - - - - - - - - - - -� - _ _ _ SERVES THE RIGHT TO REJECT INSTALLED PROPOSED GATE ■ F c .���� S • SIDEWALKS, AND CURBS THE OWNER RE ��' ; - - - - - - - - - 0 - - _ ___ _ _ _ x"== _ -_L - J_ a` ' .�. �� �� F = MATERIALS NOT PREVIOUSLY APPROVED. IO �r - -__ . �, JAN 7. PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED PER MnDOT DETAIL PLATES G \I/ ra - �I \ �� � °/ \ - I ''Ir:�!�- - - "�� JO PROPOSED ASPHALT TRAIL \I/ �I/ � �� ,b► .i.. �Ibt.. � il/V � Al �,� `!� .1 .• .• • ; r E �101 o��"� it. t `� ,,, 1�8 0- .� © .; � • �I/� . � 8. CURB AND GUTTER TYPE SHALL BE B612 UNLESS OTHERWISE NOTED.�1 1 `�J�1\ lip , , , %I ''' 0 9 o ��! aiAi 7i���. � oo \� 111 . 9- FIELD VERIFY ALL EXISTING SITE CONDITIONS DIMENSIONS.\ �.sr/ %I x ma`s" ' ° �I� ll OK PROPOSED CONCRETE ORGANICS PAD AND FENCE ��' , , , , , I I /I\ T v'" l t 1 'uj l Dala DalaL PROPOSED FENCE // I I -V' I I O / / N I II \ I I 711 i / I � L9 r wO PROPOSED BICYCLE RACK / �\ I I I / I �I�°" 1911. + ,+ + �• I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION,OR / / \ \� / I I / 1 , I I II I + 4�J N REPORT WAS PREPARED BY ME OR UNDER MY DIRECT / / / X I ^ + + 2 O PROPOSED CONCRETE PAD FOR GATE CONTROLS UPERVISION AND THAT I AM A DULY LICENSED / / \� 14051 I \� ,�/ ,-I x III •�-. S / / �� � I � ' �; I\ I I � '/ ARCHITECT IN THE STATE OF MINNESOTA. 14047 � 14088 I � � i l i \\\`� �� I /,� 1� ,I�+ � m / / \i \\` I 1 \ ,-2--,'--- --' X 1 1 + + 14074 I I 14094 / / 'i° I p 1E + + i 14082 / / �j� � / �.. .L7 \ L1 _ i �� g ) C5 \ L- I - -1 / 14057 / / I �`-_ -_ SIGNATURE I / / CI , �_ D Pil I / / / \ / \ O DATE \\ / 14050 I C:) I I: LICENSE# II I SHEET NAME: ® N N\ /I / , & J ,.. , 1 ill r A SITE PLAN 0 40' 80' 140TH STREET W RIGHT TURN LANE --- File : 2021 - 154 CMF 11 . 29 .2022 SHEET N0 CO . 0 3 PRINTED: 11-29-2022 FILE NAME: 2021-154_C003.dwg - « « I III 1 1 iI 1 1 \\ f/ II 1 I ' 1 I I 1 1I 1 1 \\ // 1 1 II0 \\ II I 1 II 11 II 11 11 II II \-N - - - - - - - - - - - - -- I - T - - - - - - - - 11 - I I- - - - // 1� - - - - I I - - - - - - - - - - 11 Li - - - - 0 _11 gtRTEL _ 4 - _ 1 ARCHITECTSIT _ v __ _ _ - _ _ 4 v FLAGSTAFF AVENUE 1795 ST. CLAIR AVENUE I I M O ST. 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ALL PERMITTEES, CONTRACTORS, AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PLAN AND THE STATE OFI2 W o MINNESOTA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES PHASE II) PERMIT, BECOME FAMILIAR WITH THEIR CONTENTS, AND COMPLY WITH ALL REQUIREMENTS STATED WITHIN. RIP RAP H. 2. THE BMP'S SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE IAi CONDITIONS. AS CONSTRUCTION PROGRESSES, THE PERMITTEE/CONTRACTOR SHALL ANTICIPATE THAT0 r INLET PROTECTION ADDITIONAL BMP'S MAY BE REQUIRED AS SITE CONDITIONS CHANGE AND SHALL PROVIDE ADDITIONAL BMP'S TO MEET APPLICABLE REQUIREMENTS. LLI MS SILT FENCEI2 3. ALL WORK AND MATERIALS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS AND SWPPP. 11 ANY DEVIATION FROM THE APPROVED PLANS SHALL REQUIRE WRITTEN APPROVAL FROM THE OWNER. 0 - - - - BIOLOGS 4. THE NPDES PERMIT SHALL BE OBTAINED BY THE CONTRACTOR. THE SWPPP IS PART OF THIS PLAN AND INCLUDES THE SCOPE OF WORK FROM THIS UTILITY AND STREET IMPROVEMENTS PROJECT. SEED & MULCH2 5. CONTRACTOR SHALL PROVIDE DEWATERING PLAN TO THE ENGINEER FOR APPROVAL. ALL WORK AND COSTS ASSOCIATED WITH DEWATERING SHALL BE INCIDENTAL TO THE PROJECT. 1:= :=�:= f! ROCK ENTRANCE 1z41541 - 6. ANY AREAS THAT THE VEGETATION IS DISTURBED SHALL HAVE SILT FENCE INSTALLED ON THE DOWNSTREAM PERIMETER. PROJECT NUMBER: 2021-154 DATE OF ISSUE: February 15, 2022- < <L < < < < < S < >> < < < < < < \ ---fir » >> >> - » �> , , - , , - , _ DRAWN BY: JLS/TB v - I I I I I I I I I I I I I I I I I I 0 I I I I I I I I I I I I CHECKED BY: JLS n V n REVISIONS: r _ it 9$Qi -G G G -G -- -G --- a- G L- - -G G G -�- G G G - G --_-- G - G-___ _G - _ G G3 G A 'a- -7 frr _44=_- '\\o% �o/% - `- - - 0--...0, y/ ` •ig, r °� •Im__ ,'U / j\ �o� - .� - �I/ �I/ - \-\ •}i ••�%•1.��'�• E E � 5...,,,, . ., \+/- sitTo/ -- Llagr- 4---- / i7- v 1 __ \l/4N\ ()co) ‘ , , , ,.. _ , -----1 • - ---ii ,- , , -4 ip -1-7L f-± _ 1 I1 /I : , \ 17 uu _, \\ \ // / \ I I I i === v / ,.� N\ / / -------\_____ I I I .�,_ _I� I"' / I ' I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION,OR / / \\ \\ I / ^ ���/ ;;ICI 1 III __/- -=. ;' *7, REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED / / \\ \ I ��.���' I`;�� r ARCHITECT IN THE STATE OF MINNESOTA. lIl / \ / i 1•�.•1 m 1 Fr- / \\�\ \,\\ I , .��.'��. Oho m J I I / / \ III >< II CO OH • I _./ )XN --- 1 /,/ \/ i N . N 1/ L _._ L 1 1 1 L 7 \,, Ti_ I I__ I J I J/ /I , , / �� Ilk \\� .0 CI? /' \ - -\�...„ SIGNATURE / / / / /� -1- V �C) '1 .A DATE I I c / / I/ il \ X, ri .. \\\\ \ ►. II V nI co LICENSE#/ \ V ' IIV/ r1<< J/ I iI SHEET NAM E:I I I .T - I I I I I I I I 1 ±-- I I �� , \ // < < < < < < < < < < < \\ / / H I / \ / / J I \ fli V (4:1-) ER N, / / .l, N OSION\ 0 40' 80' CONTROL PLAN 140TH STREET W RIGHT TURN LANE --- File : 2021 - 154 CMF 11 . 29 .2022 SHEET NO: C2 • O1 PRINTED: 11-29-2022 FILE NAME: 2021-154_C201.dwg << << 11 1 1 11 1 \\ " II 1 1 \\ 1 11 I j �I I II 1 I " _ - - - - - - - _ - �, - - _ _ _ _ _ _- �I frAll - - - -_ - - - - s CERTEL „zr _- - 1=yE - - - - - - - - - ARCHITECTS - - - 4 F LAG STA F F AV E N U E 1795 ST. CLAIR AVENUE I ► �; c6' n (o /v ' J I 'lr' I I I I - I I I I I I I I I v ST. 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DIMENSIONS ARE TO FACE OF CURB UNLESS NOTED. -I W 2. SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING OR EDGE OF < 2 PAVEMENT UNLESS OTHERWISE NOTED. 3. ALL ACCESSIBLE ROUTES SHALL BE CONSTRUCTED WITH A CROSS SLOPE NOT EXCEEDING 2% AND A RUNNING I2 UJ SLOPE NOT EXCEEDING 5%. H.AT TURNING POINTS ALONG THE ACCESSIBLE ROUTE THE PAVEMENT SHALL NOT EXCEED 2% IN ANY DIRECTION FOR AN AREA 60' IN DIAMETER. Z 0 5. ALL PUBLIC SIDEWALKS SHALL BE CONSTRUCTED WITH A CROSS SLOPE NOT EXCEEDING 2% AND A RUNNING SLOPE NOT EXCEEDING 5%. IJJ I: 6. GRADING OF THE FILTRATION AREAS SHALL BE ACCOMPLISHED USING LOW-IMPACT EARTH-MOVING EQUIPMENT TO PREVENT COMPACTION OF THE UNDERLYING SOILS. SMALL TRACKED DOZERS AND BOBCATS WITH RUNNER 0 TRACKS ARE RECOMMENDED. 7. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVER MINIMUM OF 4 INCHES OF TOP SOIL AND SEED/MULCH OR2 SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. 8. FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP OF FACE OF WALL (NOT TOP OF WALL) AND "BW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES). 9. REFER TO THE GEOTECHNICAL EVALUATION REPORT (REPORT NOXXXXXXXXXXXXX) 10. STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENT OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED. PROJECT NUMBER: 11. DUST MUST BE ADEQUATELY CONTROLLED. 2021-154 12. SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS. DATE OF ISSUE: , / -,r- < < < < < < < S I < < < < < < S \ s ---- 13. SEE UTILITY PLAN FOR WATER, STORM AND SANITARY SEWER INFORMATION. February 15, 2022 p » >> >> >> >> ->> >> 14. SEE SITE LAN FOR CURB AND BITUMINOUS TAPER LOCATIONS. DRAWN BY: 12LF15" RCP @1.28% CONNECT TO EX 15"PIPE 1 I I I I I I I I I v I I I I I I / 1 0 1 I I 1 I I I I I I I I 15. ALL WORK AND INFRASTRUCTURE WITHIN PUBLIC EASEMENTS OR FIGHT OF WAY SHALL BE TO CITY STANDARDS. CHECKED BY: CBMH-325 16. NO CONSTRUCTION WORK SHALL BEGIN PRIOR TO A PRECONSTRUCTION MEETING CONFERENCE WITH A PUBLIC JLS CBMH-326 RIM=986.54 RIBLDS1.94' n NV=98 6D(W) ^ WORKS AND A BUILDING INSPECTIONS REPRESENTATIVE. V INV=98a.70(E) INV=984.60(N) REVISIONS: RM98784w:0R5E26 17. PUBLIC WORKS DEPARTMENT (952-953-2400) SHALL BE NOTIFIED A MINIMUM OF 48 HOURS FOR ANY REQUIRED i / INV=983 38(N) - - TC989.54 _ L6LFl2RCP@l.G2% WATER MAIN SHUT DOWNS AND/OR CONNECTIONS. •?•7•? A n CONNECT TO EX PIPE 18. CITY OF APPLE VALLEY WATER DEPARTMENT SHALL OPERATE ALL VALVES ON PUBLIC OWNED MAINS AND VALVES -- MATCH EX±� _ -= - _ _ - _ - - - - ---- - --- _ ' - - - . - - - - - - G- G G - �______G G - G 71/ G -- --� G -__ G 9$$ /G G'rG -� . - � -' E- CONNECTING PRIVATE LINE T PUBLICOWNED MAIN rli I _ -�_: __ _ - -- �_. a9$,a\ a _ 19. A RIGHT OF WAY PERMIT WILL BE REQUIRED FOR ALL WORK WITHIN PUBLIC EASEMENTS OR RIGHT OF WAY. I r`- _ se ra ��t/ '--.0.---- -\h� - • iiIQ _ fX o , ` -= i°may l� ,. r , - . Aft \I/ f - .....7m , 1� •°I '� 41 E` :-�- �\I/ ��, fly _ .�_ o, T/ °\ ., �--------_ -----, '© / i =� ___ _- ---- IITC 988.90 I 1 I -I' 04 1 / / //,4‘i ___ ____ \\ / \N\\ EX,�I�� ING UTILITIES TO BE �� ; _ ,\ �, *"'1 �� .. / // \ I REOCATEU�THER$ TRANSITION TO i 1 / Sp •y' I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION,OR / N\ I / __ �� _ II , , REPORT WAS PREPARED BY ME OR UNDER MY DIRECT / i \` \� I I B612 CURB�L ; II Palatal: - SUPERVISION AND THAT I AM A DULY LICENSED ,E 1 El j ARCHITECT IN THE STATE OF MINNESOTA. 1 / N N ,.„, I ��- G Tf R I - IZI rT,., 0 1 1 i / / `�\`� � / III /, � /r L /v / \ \ X X / / I / NN �\i' • \\ /.- /CI --A� / Lr / l / \ �► ice/ /�/ 'I T (r., << _:„y1- _____, J / / i \\ i ,/,�' E - SIGNATURE / / DATE / / / 1 / \\ / \ / I i V V n LICENSE# I I /-------- I \ \ / / / I .I `KG SHEET NAME: I I I / \ / < G < < < < < < < < \ / ( is,,, (.7 1./ / "--,, -,... 1 1 / C:9 GRADING AND 0 40' 80' DRAINAGE PLAN 140TH STREET W RIGHT TURN LANE File : 2021 - 154 CMF 11 . 29 .2022 SHEET NO: C3 • 0 1 PRINTED: 11-29-2022 FILE NAME: 2021-154_C301.dwg - << << ___IFII III 1 I 1 , I \\ // 1 1 II I I \I 1 11 1 i t i I \1 i/ I I l I v \ I I 1 I LL _ it 1 1 1ell ��= CERTEL I CONNECT TO EXISTING WATER MAIN. IT ""+ I 4 INSTALL 24"X6" TEE 30LF 6" DIP INSTALL SANITARY SEWER = ARCHITECTS v INSTALL 6" GV & BOX OVER EXISTING 8 v - 1 1 �Q INSTALL 6" X 4" TEE SANITARY SEWER. INSTALL A " 20" PVC RAW �� v F LAG STA F F AVENUE ^ 1795 ST. CLAIR AVENUE I I I I I I I I I I I I I I I I I 1 L I ST. PAUL, MN 55105 II 37LF 4" PVC @ 2%. SEE I I I I t I I I I I I 2b" PVC RAW I I I I - I- - -MECHANICAL PLANS FOR - - - - - » �� » » » » » » » » » » » , >> » » » !1 _INSTALL4 GV & BOX _ - _ e _ _ __ - -= - - _ - - - - - - - - __ - -I-- - - - - T CONTINUATION. VERIFY > > - - � �� - - -Kr 0 p �'\,�_=_- I• ��=__ _ s� a - c (651) 696-5186 _ _ LOCATION AND ELEVATION. - _or _ _ _ _ _ _ _ _ _ ___ _ _ _ _ �` %- www.oertelarchitects.com I / /�• IRLI F F�F- - 4� DIP I'` •�''y--'� �� t./ 1 r - - I � - _)(!- )� -- -X' - - X, �c_ x�- x x x x � x x x - -X- - - X- - -X - - X= - X - -= - - -� - � - - -__ - - - - --- - - - -_- - _ - - - -_- - - _� _ - - - - I I 36" DIP '� I �� 24" IP .. /• I I � " " - _ _ I I �IIIII� I I �� <�I I -_ ' I I I I I ^24 I DIP LOV'�/ ZO i > > 1 > > > > > > > > \I/ > > > \I/ �I/ \I�\�/ / ' © > > > , ' ) �x OXXrX� K'\ �� q "' I I 24" DIP HIGH ZONE \I/_ �°- \ - - 20 DIP R� I I _ _ �. .�A �� O /x I I I I I I I I °\ 1 \I/ I I I I I ' I "` �I� %'' I I /\ I /\ /I\ �I� /11 v ' ' > > 1 , ,1 > G G� ,� • •o �►.0 I , . II I I II I I III �\ 24 PLOW ONE /1\ �.' II I I I 1-4±-: " x = x x �� * ' IC c I _ w 1 30 DIP RAW ' I I I � 4 DIP LQW ZON� I I I ' I I 1 �� �I I I --L- T > OO''VV ,• 1 El II I �b g WE FF // �' o - --_ /1 �11 1 DIP �RFLOW LINE I A I I I / I -I- I 1 /1i� ® = z.2.1. ON r� �/ °. • ,=_ - - g c) 24" DIP - ,;;;. I I 36'I DIP CLEARWEL IDISCHA�tGE I I I I I A � 24" DIP �� 4�_ II I>41 �I I Ii p I I 1 ^ 7 - - - e -\I 13 1 I I 1 1 - CONNECT TO EX WATERMAIN 11 'I-� 1111/1 \ II 1 • 0 - �n I - 36 DlbCLEARIIW L JN11 1 LI 4 D/JJJ d II v v �/ > 1 • a24"X24"X6" TEEwl0 _ m-- o �// m '� n _ \ 1 \ • ; INSTALL 44 LF 6" DIP ^__ 111 I qI _ - -_ �V II' SSMH 10 1 , • L, ; • . n - 11I f I�_ _- + n III' 1�RIM = 979.93 1 x ; . • • . 'kI 8- -t - $- - 7- --•-•- - - r - PG 1------ _ F �� / '® 111 • BLD = 14.46' ,►� " • • • . " , • • , `' , �° • HYDRANT PER x2R'I n�' •I!I'�/ G 110" DIP RAVo m\ - 11C��INV = 972.40 (N) .. . II ° j DETAILWAT 3 �, _ iii• G w 1I1I11 I -� VEHICLE REPAIR ^ al - • 6 90 BEND�I� G %I\ \ In II'' INV 965.46 (W) . • . _ >� ••••• G G ` ` x > FFE = 981.0± n a 1 CLEAR WELL , , I iii� • III i I� `� , 1 oI INV - 965.46 (E) • n n XF �� 1 _ II' \ • • SALT BARNG Iw _ illlllGF ` � O , 1 - 01. - A lei I -B-G .��1� �,`� , \ M 111WATER TREATMENT PLANT .. .. • �p_ � �� �, ^ n FFE = 980.33± x . . valle/ - 1 __-_-_�� ����� '��\', \ ill' \ II " '' •. . - .` •• .1 o y r � I I I _�_\\\\ �` c c w \ III I . x • .. . . • , . •. I I 7100 147TH ST W -} I L _ \� i / \ x III I f ' ' .. a •• F ` • X •' n• -------- I APPLE VALLEY,111 I ` I� \ 1 MN 55124 ,_ _ _ , hIl n n I ____ I w I 111 \ \,\ -_____ . r‘ ›'. '--- 1 :1•_• •• . ; rJ61• r1 1' LI t I,I' t .I 1 �_ -__ - - - I 140.0 �I \:• I ' • • - _ , J I �, ' • • ., • n 1•••�r I ill �- I _-_- __ _� �,,, _ - < I . '• '1' h ►4' DIP / \ • • '� ,,���E�E� ! Ill I..‘\ 11 '9 1 i1 - e*"-- " \ t �• '�)� i‘,A, -------___ 0 L � -- FM A3 • El 1 411-DI - - - / , X-- �-�X' � . _ 'X �•�•�� v ,1- I 1 ii fC 1 1 \ c /%J L -__ G � ------ , - 8 DIP\ III - �- CAUTION _= T _ ® - - I� - 1 1� ,I 1 - I \ / G GAG I iAtF-____ lu ii •Ii ��_ I 111I I I ��';� 11 -G-�G - O : , I I"1..',,._ _ _ III '�, \ - �1 , it ' �. G_____- 7 C . ����_ CHI 11 \ ` L►..0 --_ III __-_ /-� �°I�� _ _ _ , \ U RNIN --- fib' � I 1�,;.1�I •1 II I�� .�i\ �--- �trOl-lbellik _� � SEE MECHANICAL � � II ----��� ----______ /tori iiii - - - - - - -, - - _ HIGH-PRESSURE pIPELINE(S �, Q Q ____ EXCAVATION AND OR CONSTRUCTION PROHIBITED S S C O - 7 ^II 1� w 77 __ PLANS FOR - , - _ - `� • , x w I� • '• WITHOUT COMPLIANCE WITH 57q-�ONE -CALL.AND T \\ 1,'.Il II0,-.1 CONTINUATION. • RIM = 986.63 ��5� -_�___- 24' 11.25° GTG '�. \4 1 " - - r---- ___ 111 WITHOUT WRITTEN PERMISSION FROM CONNECT T0 ` 1�••IllII .�,�• \ .• „ ��I IVERIFY LOCATION � �•- MAGELLANPIPELINE COMPANY ' ' •' BLD - 6.75' ��-r �' -'-- - BEND I - �" � - �, . ,�,- �, \ \ \ ---- ' -_______ INSTALL FIREL � �� I1 'lll 1 11 AND ELEVATION. I '•. • ••, ., EX 24" WM - � �I 24 DIP - �- � -_ ` _ ) I 11 1 , , . . .- ' ' 'INV = 979.92 (NW)-- i1 - - - r� _, ---______- I \ \NNNNN •�' j , • :- - � • • • •` ---_ 90° BEND �' 45° BEND -� - -_ � � -G Gam- n� �� ______ HYDRANT PER -�� 1 '� � . . • � _ , , INV = 979.88 (S) _ ----)-- > �� ° _G SSMH - 9 - G� � � G �G � -- � ,V ^ x 1 �II..III ° DELIVERY/ ' • ' ; 'i O 22.5 BEND G-RIM - 1.4 - �� G-�-G� -�G /�y ,��� DETAIL WAT 3 _ .���� - n 1 III"I1II oRECEIVING ®� ' ' . , ' , . • . ' I --__ 11.25° BEND - 99 0 -G�G_ --�G- GAG �. �- G� IG .1 _ - - I* 11 FFE=988.5± m . �.67 LF 4" PVC @ 2.00% . . • • ' • 212 LF 24 DIP - ---____- BLD = 12.73 -G-L-c ,� - �i�' A -G�G� II/ o ��AP v,,�le !1 1 \ •~ - • I 4" o 8" O I I ---- :�___ INV = 983.80 S _ G�-G G Gam_ G� 6 90 BEND .i\ - yI ' II 1 I 87 LF PVC @ 2.00% 116 LF PVC @ 1.75/0 13 O , G1 ,�t -G�G� �� X 11144 I I ti .. • 4 L �° --- _ - I = WARNIN ^\ G G \ ► CI) II II o III 11 `'�,• C,�,• _ • ' • .•,• - PV C 2.0 INV 978.67 (N) HIGH-PRE G G �..• 1 - -G�Ci V, n ( ,I • rl ' , P' ti / _ __ SSURE PIPELINES) G - _ I I I I I I I ›- LIJ II \�i I I. I � p ' •' . • ' '' ' •m ' ' • • '. ', n 8 \ _'� �� o ,,� INV - 983.80 (W) ---______- ��- ��,�` EXCAVATION AND/ORCONSTRU h O° G-G 20 X20 X6 TEE / ,I C _ 4. + I 11 1 '• ' • '• • ` ` ` ---__ ��� MPLIANCE CRON PROHIBITED J G G CONNECT TO EX I .. WITHOUT CO �� `I' p _ , WITH STATE ONE- \ -G vH Iljl II le II 11� (*Ill .. . J SSMH 4 DROP SSMH - 3 ,>�� _ - _ _ CALL AND �\, WATERMAIN '� x WITH::: PERMISSION FROM pr�v, 1 • • d• » » - - - > _ » >' MAGELLAN PIPE \ G - » LINE COMPgryy - « « wI - 11 O • • •� © U '4 � `•� c) �" RIM = 985.17 RIM = 990.36 LD 1 ^ L� t . I' ,n ` n /� . BLD = 11.20' BLD = 14.36' �� - ____ - _ '\ 10 1 - 1 •I• • • . • NN` INV S - /I I �- �/ \� - _-- _=--�� _ I 1I2� � I ` O� r.. , , EXSSCO 6 _ O . INV - 976.00 (S) ,v I Z - - - - / \ / N- - � -__________ Y 1 11 1 � II \ + 1 ' -• •_1.. • •• RIM = 987.18 INV - 973.97 (E) INV = 976.00 (N) \ - _� >� •�I �_'_� . =6 " goNt, ` _L�,. c� • c� INV = 978.15 (N) 1 �� �� �Do 1II�M Al46 BLD = 6.74' T 1 n ' - II I n • \ _ - �.�i' i \ A I » » » I �� III I SSMH - 15 INV - 980.44 (SE) INV - 973.97 (W) II ° ��,w �� I - / Cl. INV - 980.44 (N) r •6 - 90 BEND �. I_ at I x 1 » 1111 - RIM = 987.76 I \ „ ►�� V - 1 - 1 �l ' CMF BLD = 5.00 GARAGE \ �;; '� ��, I I II o- >_ _ • PE El J FFE = 988.5+ INV = 982.83 (S) FFE = 988.1± \ y ' • 1 L o W I Fi�l li�l� \ INV = 983.44 (N) \\\\\\ o\ NEW VEHICLE �\• 1 1 I II o o NLi_ Z I II _ ° STORAGE \, o \ II G� x _ \INV - 983.58 (W) 26 LF 4 PVC @ 2.00/ m\ _ • G _ COLD STORAGE n COLD STORAGE I1 LIJ 0 1_ 1 �•~r - I \ FFE - 988.1±1 I__. ,�., \ Do n 4140 - I 1 INV = 983.44 (E) a 1-1 �� iv I (,/) 1 1 II CONNECT TO r`' „ - 1 1 _- - x_A - `1 I I _ I II 11 U y rn r 1 ��_�J - - JI �1 1~�• DoL ii-4 1 = 111 I OFFICE ❑ EXISTING �� - _ L NwI FFE=988.5± 11: - • : ►•• LC�' :� ��- IIIIII 1 1 I I - _ _ -\ I- 0 II 0 W II r 1,, • - - - 6 x6 x6� TEE - 1 I / \ II 1 �� p o v x O 11 -0 111 .'.1 I , 2-6 GV S o- / IcJ Q - o - L�1 V v ■ - 11111I11- 7 m411 3 � IIh1 � � _ - = - ' C►�'�' - -�_ - cF-�- J V _ , �I I �I/ _ Z L� �1 w 3 - 4 ©I >> - IIr o Do D ( 1i I %IIC 6 (VI rxi = II c- 11I ]Iii.LJ a > n � _� II i z �. - " rr II U24 DIP RAW18 DIP _. W �\ 0 O II I o n C �I�' - - - ' � --- � -- ----f'LDt� - � J t 1 r= 11 ......, \\ II I ► I I II( O I 118" DIPI) - ` - - - _r/ 11 �9 12" DIP u) GDIP / _ 1% .1 ' 1 1 1 - - - - - I Xi II i i - I 1 - -� 1 1 I 1 1 1 I - I 1 ' �` - _ U 1 - - 30 30 � /- 30 30 �30 - 30�� 30 - 3 0 30 30 30 9 9 130 - I -�u,, - I 30 30 30 �+ T s---->-- B.: . • , ` - ---- ---- ---- - > -- > � �,�� > �j � i I I I '---''-- -1----- ----- - 18" UII'l Ally - �i - -----____ I I I j III I x II dJ2i IIZI 1:': ._Er / w - 4 _____"Z!�� 44._ 12 DIP RAW 18 DIP RAW w ..�`,�. ►,j•/ X x x X X x x v f!t �1►.� x x x �� X x x x x x 6 DIP P x _, _ is : F II D� - -�.� - ILI X 0 j, I x x x x x x �c x x x x x x � c. IC li * -\\ \ \ EX SSMH - 1 I I I I 1H ILI ‘- M I CONNECT TO I 2 45° BENDS I I I N Q I I i RIM = 988.05 CONNECT TO I > \ \\ BLD = 11.00' l� EXISTING EXISTING Z •j; � \\\\\\\ / \ INV = 977.05 (E) SANITARY 1 • Olo 'Cr 1.1.1 \ �/� INV = 977.05 (N) SEWER J I i/ / \\\\\ // \ I STRUCTURE rt 1, �\ \\ \\ / / - -0 80' ^ k)III \,\ , / / \ I j I I I I 1 _ I- UTILITY SEE BELOW PLAN NOTES: .1 Ill 1. ALL SANITARY SEWER PIPE SHALL BE PVC SDR 35 UNLESS OTHERWISE NOTED. 2. INSULATION SHALL BE PLACED WHEREVER SANITARY SEWER LINE COMES WITHIN 3 FEET OF ANY STORM STRUCTURE OR LINE, OR < 2 WITHIN 5 FEET OF THE GROUND SURFACE. 3. ALL WATERMAIN SHALL BE CLASS 52 FOR ALL PIPES LESS THAN 20" IN DIAMETER AND CLASS 51 FOR PIPES 20" AND GREATER. I/ LJJ 4. ALL WATERMAIN FITTINGS SHALL BE FUSION BONDED EPDXY COATED. H. > 5. ALL WATERMAIN AND FITTINGS SHALL BE ENCASED WITH V-BIO POLYETHYLENE ENCASEMENT NO LESS THAN 8MILS IN THICKNESS. 6. ALL WATERMAIN SHALL HAVE 8'-0" COVER DEPTH. Z 0 7. CONTRACTOR SHALL POTHOLE AND VERIFY ELEVATIONS AT TIE IN LOCATIONS PRIOR TO CONSTRCTION. 8. CONTRACTOR IS RESPONSIBLE FOR ANY SHEETING, BRACING, AND MATERIALS NECESSARY TO PROTECT EXISTING UTILITIES DURING UJ il CONSTRUCTION. 9. ADJUST ALL GATE VALVES, MANHOLES, AND CATCH BASINS IN BITUMINOUS PAVEMENT. CI) o_ 2 PROJECT NUMBER: 2021-154 ::::FB::sUE j_ _ _ __ __ r < » » February 15, 2022 - I I I I I I I II I I I I I I I III 1 I I I I I I I I I I JLS/TB ::::: ^ JLS : r-1 n V ^ G G G G G G G G + d---,_______„IG G G G G G G G G G� G _ �- G G L G - -F� T� - F- -� 1 -- r F 1 _- _• ° - - _- - _ _ _ a -\Iiii . �o� tip \040/I/ Alitip *pip \I �� • \T/ \ `.- �\' \ ° Elp �V 4 / 1/_ •11 . . ,: E �K /\ tAJ/ /17 / tic x \�/ ll�l �/ / / / I I / /1\ TT - I ", � �// / l� I I I k \\ \ =_ _ ( /n\ ��\ / � III /�j i il,.., I El. rt \ \ I �1 II I I • / / \\� \ 14051 III / �'I x III ���__ r 7- / I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION,OR / IN REPORT WAS PREPARED BY ME OR UNDER MY DIRECT �- / / / i \ I '' ' 1 ~ I ® I ; SUPERVISION AND THAT I AM A DULY LICENSED I--- - - / \\ ,�� III 14047 ., --/--:--; -- I I I Tl / / / \\ \ I I / i I I� m 7 ARCHITECT IN THE STATE OF MINNESOTA. 14088 / / \ \ III , ,' DO it 1 1 Co 14074 I I I V I 14094 I / / / )NN ,-.__J L\ �'� iii '+ i 14082II i i \ /,-j�'' I la� x ' AC <1/ I- I - J/ / i 14057 / / \,� ! ° 1 �_== - - J it--- « by I I / / c / / / I, \ �1 x1 1SIGNATURE - - - - _ LL __ / ` V / it 1 � ' V I. \\ , / i 14050 i `� I « C:) DATE - I I I I I - I 1 I I I 1 -�� 1 \\ / / I I x I 1 I I V- IXLICENSE# < < / \\\ / / \ I I I� V 1 SHEET NAME: �A \ \. i �' \ \ I J I III / RIB - 40' 80' UTILITY PLAN 140TH STREET W RIGHT TURN LANE File : 2021 - 154 CMF 11 . 29 .2022 SHEET NO: CA4 • 01 PRINTED: 11-29-2022 FILE NAME: 2021-154_C401.dwg O ERTEL ARCHITECTS 1795 ST. CLAIR AVENUE ST. PAUL, MN 55105 (651) 696-5186 www.oertelarchitects.com PROJECT NAME: City of Apple Valley C . M . F . 6442 140th St. W. Apple Valley, MN. Design BUILDING AREA SUMMARY: GENERAL NOTES KEY NOTES: Develop ment _ EXISTING BUILDINGS TO REMAIN: 156,022 S.F. 1 . COORDINATE WITH CIVIL DRAWINGS FOR EXTENT OF O NEW CONCRETE CURBS, GUTTERS, PAVING, AND Review Set EXISTING BUILDING TO BE DEMOLISHED: (15,000 S.F.) DEMOLITION, UTILITY WORK, NEW SITE CONCRETE AND SIDEWALKS (REFER TO CIVIL DRAWINGS FOR NEW BUILDINGS AND ADDITIONS: 45,485 S.F. PAVINGS, RE-GRADE AS SHOWN ON CIVIL DRAWINGS. DIMENSIONS AND EXTENTS) 2. COORDINATE WITH ARCHITECTURAL, LANDSCAPE, CIVIL, NEW TOTAL BUILDING AREA: 201 ,507 S.F. STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. O NEW BITUMINOUS PAVING (EXTENTS NOT SHOWN - 3. COORDINATE ALL CONSTRUCTION THAT TAKES PLACE REFER TO CIVIL DRAWINGS FOR DIMENSIONS AND WITHIN ANY EASEMENTS (GAS, ELECTRICAL LINES, ETC.) EXTENTS) WITH APPROPRIATE PARTIES PRIOR TO DEMOLITION AND CONSTRUCTION. REFER TO CIVIL DRAWINGS FOR EXTENTS O PROPERTY LINE - REFER TO CIVIL DRAWINGS & LOCATIONS. (4) EXISTING FUEL ISLAND O NEW PIVOT GATES AND OPERATORS (2) (6) NEW FENCING - ATTACH TO AND MATCH EXISTING ADJACENT FENCING O O O O 1 If ., 0) - - - - 1 , Ala. - - \ _ _ _ _ _ _ _ 6 "rt. - •N d ~AI .- ° ° ° ° ° - e . 1. (7) I 2 ;; r BUILDING © II EXISTINGO _ \ • (495S.F.) 111111) • • j —________-_-_-f LI 1 1 I -- FLEET ---� ---� `6� MAINTENANCE - \\ (5)\1 NCW DUILDINC q POTENTIAL EXISTING EXISTING EXISTING EXISTING (18,240 S.F.) N FUTURE UTILITY BUILDING UTILITY UTILITY BUILDING SALT STORAGE BUILDING A - I EXPANSION (39,473 S.F.) BUILDING (23,984 S.F.) (11,032 S.F.) • ° \ (2,706 S.F.) • C 1 \ PIVOT GATE PIVOT O. POTENTIAL • • \\ GATE ° ° I ' (6) \ ' 0' . ° n MATERIALS STORAGE BINS --- \ d � 1 C 1 C 9 C 9 C I 1 . LL—_ O. . ____ -- - ----____ 1—L---t ( - q^YU 4. --------I--- 152 1- '10"------------------41)---- (1 ) _______ (I) --- ________ O� - '0 (4) ________ _ ________ — (1 ) ______________ EXISTING -- ___ C 1 > FUEL ----_ _ _ ----------------------- 52'0' /1- ISLAND __ ____ ,�, GARBAGE ____ _ -----_ (3) I cz TRUCK ADDITION _ ----__-_--_- - - ------------- \\ (1,040 S.F.) _- _- J l 1 1_r *I (1 ) / 174'-0" / ---_______ _______ -- -----— _ — PROJECT NUMBER: —� i . I �r I ___ _ 21-22 EXISTING ' ° ------_-- PARKING _ 1 t ------- ___ ___ ——— • DATE OF ISSUE: 000 0 -- November 28, 2022 I � I I ill I I I I I I RIPI I � o • , q �1 ---------------------- ________ • ( 1 DRAWN BY: 44 1 ---- TS/EW HI b m �� CHECKED BY: I f = VEHICLE 1 \ J LO ° = STORAGE /) • C 1 ;� ADDITION °O \ — -- I f 1 (24,824 S.F.) z._ _ • REVISIONS: EXISTING / • PUBLIC WORKS BUILDING I/ 1 4 •.,- Cj i II 7-,' (48,390 S.F.) FEXISTING EXISTING I 1 EXISTING SUPPORT STORAGE SUPPORT STORAGE * cy - _ e J �' y _( BUILDING BUILDING BUILDING ( (430 S.F.) (14,080 S.F.) (14,080 S.F.) �`� n �� , CYCe A` ��o . ¢' { mmTm - ( 1 EXISTING o k`0� OFF C o I �n«i 1 © \ BUILDING 0000 ADDI 1i go:, I `� �1� r. 1381 S -�- ' (576 S.F.) � v► � � 1 1 i 1 C°' / 36'-4" / _ (1 ) / O °GAiE OP. � r O C �/ K--_-1 1 `� RELOCATEj \ j I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED d ARCHITECT IN THE STATE OF MINNESOTA. FENCE ° _ _ _ _ _ _ _ PROPERTY LINE - 0) SIGNATURE SITE PLAN DATE 1 1" = 40'-0" LICENSE# SHEET NAME. .L , SITE PLAN NORTH SHEET NO: A . 001 PRINTED: 11-28-2022 FILE NAME: 21-22 A-001 Site Plan.dwg 04 OERTEL ARCHITECTS 1795 ST. CLAIR AVENUE ST. PAUL, MN 55105 (651) 696-5186 www.oertelarchitects.com PROJECT NAME: City Of Apple Valley C . M . F . 6442 140th St. W. Apple Valley, MN. Design BUILDING AREA SUMMARY: GENERAL NOTES KEY NOTES: _ Develop men t EXISTING BUILDINGS TO REMAIN: 155,246 S.F. 1 . COORDINATE WITH CIVIL DRAWINGS FOR EXTENT OF n SELECTIVE REMOVAL OF CONCRETE CURBS, EXISTING BUILDING TO BE DEMOLISHED: (15,000 S.F.) DEMOLITION, UTILITY WORK, NEW SITE CONCRETE AND GUTTERS, PAVING, AND SIDEWALKS (REFER TO CIVIL Review Set NEW BUILDINGS AND ADDITIONS: 45,485 S.F. PAVINGS, RE-GRADE AS SHOWN ON CIVIL DRAWINGS. DRAWINGS FOR DIMENSIONS AND EXTENTS) 2. COORDINATE WITH ARCHITECTURAL, LANDSCAPE, CIVIL, NEW TOTAL BUILDING AREA: 200,731 S.F. STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. n SELECTIVE REMOVAL OF BITUMINOUS PAVING 3. COORDINATE ALL CONSTRUCTION THAT TAKES PLACE (EXTENTS NOT SHOWN - REFER TO CIVIL DRAWINGS WITHIN ANY EASEMENTS (GAS, ELECTRICAL LINES, ETC.) FOR DIMENSIONS AND EXTENTS) WITH APPROPRIATE PARTIES PRIOR TO DEMOLITION AND CONSTRUCTION. REFER TO CIVIL DRAWINGS FOR EXTENTS n PROPERTY LINE - REFER TO CIVIL DRAWINGS & LOCATIONS. (4) OUTLINE OF EXISTING BUILDING TO BE DEMOLISHED (15,000 S.F.) n EXISTING GATES AND OPERATORS TO BE REMOVED (6) SELECTIVE REMOVAL OF EXISTING FENCING n DEMO. AS REQUIRED TO PREPARE FOR NEW BUILDING AND ALL ASSOCIATED WORK INCLUDING UTILITIES, SITE WORK, ETC. (8) DEMO AS REQUIRED TO PREPARE FOR NEW ADDITION AND ALL ASSOCIATED WORK INCLUDING UTILITIES, SITE WORK, ETC. ) ) 1 7 (3) / 1 - - T - - - --- ----- --- - _ - - III /// ------_— L I- 1 1 11 (4) I 0 I EXISTING ��®�� " — 1 BUILDING 1 (495 S.F.) 5 I 1 — I I — MAINTENANCE/ —— \ -NEW BUILDING POTENTIAL EXISTING EXISTING EXISTING EXISTING \\ --= -Ii1 (18,240 S.F.) FUTURE UTILITY BUILDING UTILITY UTILITY BUILDING SALT STORAGE BUILDING \ EXPANSION (39,473 S.F.) BUILDING (23,984 S.F.) (11,032 S.F.) 1 \ 117i \ ; (2,706 S.F.) //////////iiiiiii�/, \\ l\1 \ . / \ O POTENTIAL j I 6 \ 1 /i MATERIALS (4,000 S.F.) > \ O 7 STORAGE BINS 0 ----- \1- _ j -- %%%%/// � 1 / 1 1 --------- _tz_t_____IL 1 1 11 C �f}- 1 1 (1 ) /A 11 1 11 11 - r= _ 1 '�� I I 1 II — � _ � 11 0 — III --------- _ --------- ---=-=—1_ J) 0 1 II --- --�I KO �--_ ___ 1 — — — _ = _ _ - jj I I II — — �/ III ----------___ ------ —E3fls fTIiVG0. —- /4/TN4 FUEL ------- _ --- \\\ /// - -1 ---- _1 _ IADl3> / I 0 --- \ (1,040 S.F.) Q -- I — — — — �. - 1 _ PROJECT NUMBER: �� ice= --____ - 21-22 // ____ —— — — _ K. � �® / ii�— ---- __—�__------ — � _ - DATE OFISSUE: •,,,,,r#7 • -h %� — 1 November 28, 2022 EXISTING // �_��� I ___ � _ PARKING I ��� ____ _--- :� —— I — DRAWN BY: TS/EW V I I�1 =1 ❑ f 3 I - - - � ///I �yv --------------- • ❑ _ = � ————4/ --- ---- -- -- --- I ———— CHECKED BY. dr L = VEHICLE REVISIONS: I 1 . - j STORAGE I 1 1 - _ 1 r,.P (24824 ADDITION F.) r -- 1BJ ,_T EXISTING �� ��� PUBLIC WORKS BUILDING �► 1 _ (48,390 S.F.) F 1 EXISTING \� — H — n TOWER EXISTING EXISTING 1(e``� �/ SUPPORT STORAGE NG SUPPORT STORAGE ` ��®� J - - - EXISTING — [ J 9 BUILDING (BU0801S F. BUILDING — - [.,. — ° 14 r ( L-- (430 S.F.) ) (14,080 S.F.) ��� \\ II I S\,0 OFFICE �, n«rrr�.' mmEm f / L—— 7 BUILDING C6C\ 1 ���� ADDITION I "I ) - I EXISTING (576 S.F.)_ P r 1- \ Imo\\\ ¢, 1,381 S.F. - ( Ii/////////////////////i i///i//////ii//ii//i//iii//i//ii�� II\�II 111 Q- / Li///1� , �.1 17 C) ; II► ( �o 1 \ O 8 care oa. 1 1 I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION,OR -� - 1- --- _ - - - ) I e- REPORT WAS PREPARED BY ME OR UNDER MY DIRECT I= C / - — te _ f� , SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT IN THE STATE OF MINNESOTA. - - - 1-- ——__— RELOCATE - � - X/ / V - / 1 ,ENcE - - - - - - - - - - - - - - - - _ I PROPERTY LINE — u. — — —11 I // I 1 1 1 SIGNATURE SITE PLAN DATE I 1" = 40'-0" LICENSE# SHEET NAME. .L , SITE NORTH DEMO PLAN SHEET NO: AD . 001 PRINTED: 11-28-2022 FILE NAME: 21-22 AD-001 Site Demo Plan.dwg OF,RTF,T , � irfri ' � - � �� - - �� �� - - - - _ ,� - ARCHITECTS n^� m� a^ m�, m —? — _ _ —� — 4 — 1795 ST. CLAIR AVENUE m� g�E op8 o f ski omi h� � �� „m6 /' "�,3s ; a M n mla ,,I1_ gp "mg �e. �m8 'g p '823 �m. mw§ „S w �" m.3 m 31111111 $ m• �W. �a8 �m� -wl h ea.: „p ST. PAUL, MN 55105 N z —mN 1 I n . 1.4 I (651) 696-5186 ^ o > mwww.oertelarchitects.comIII UNIrknk>> rilla�.. .:a�i� ; y. — - ' ��_i�cM — — ;� a[taf.:ya�sis,eF _�, lD -.4. , jou Fri .+���..w:�■ �. 111111111111111 PROJECT NAME: PI'�- �.4. �.� _.,. /ice Or'''. _ .��� . — - VIIMMII — x -go — \I/KOMI IMIL AIM ��D9� Ill1l�/+!!�,� r . I ',„' 41.117, ./,�.4I ;:1116"• .,,4 ■■- ', ' \ %Ilr. \ , '(?„ r�i �rlr. ��hli _�r►i. n. ...�017� .Irr 3m .. _ 41 \ X MEIMINIVIII c �,I� CQ �4 �- �11, l-♦ li Nialillii*** - Vim' ��' rigirmar.„ �I� I v1. . s ` �� �.� 3 �- X Xa,1 � �'`��� `�� Q��•J Q ►♦-j.�j�l� V'14 °� I� ,`I a ��� IJII\� mill\� ll� '/;11\\� I' 1 I%IN�:r li\, / I!{� ► m:� IMP t of of � alb,\ 1` /� ♦`i♦'l I �I. 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I dJ2i I — t� 1 I I `L <,, - . _ ,.. -nimmlimoniim ----ill I I ' ��� PROPERTY LINE _ _ _ X = _ _ _ _ ■ _ _ _ _ .lam,• _ _ _ _ x = _ _ _ _ .—_ _ _ - _ _ _ _ _ _ _ _ _ _ . _ _ ♦ > > ,°� ill NEW 2" TREE HERE i tI III� I � X — ,% �I/ I7 j !' x ' III 7 i V I" a x:1.:g I �► V V x rr <HI X a V V <1111?- 0 20' 40' 80' S PROJECT NUMBER: 21-22 X EX E CT E T E E E V OVA�S DATE OF ISSUE: October 14, 2022 DRAWN BY: a+ ` TS/EW b, �� TEES P ESE V E CHECKED BY: � v � JLO REVISIONS: I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT IN THE STATE OF MINNESOTA. SIGNATURE DATE LICENSE# SHEET NAME: Tree Removals SHEET NO: T101 PRINTED: ® FILE NAME: M:\Oertel architects\Apply VaII y PW fariIity\CArl\App VaHPy(-MP I Am-kJ-App.Ra<a rIktuo 1 t papro,R•i • c AM Ar y v______ << ______; 1 OA i III , .,,,, 11 (( 11 - ._x - =W9 HOERTEL - _ � - - - L _ � .r �� — — — ARCHITECTS onwi Rh 82:: sm o�� o o o ^3 �� „m 3 $ ? m m 1795 ST. CLAIR AVENUE �� — Mil ST. PAUL, MN 55105 entry plantings m8 _ . § §n w „06 jog r, �E a8 "m3 m 3 N� m.3 m 3 - . - fQr snow storage • dam "°.. m �� w� I �� 828 p - I z — — x x 1 �13� .48- I 14 N o : I I r I I x N x I I .8. I m�� I (651) 696-5186 gay .� m �� _m isthis a nolandscape? > _ _ :� mi El - www.oertelarchitects.com J all pavement/w II 411 » ,> >> >> ,I•CI -1,---Immilimmail j � - '� o m _ — :a ;_ # ,, . i . �i— ,:ate— upMml AT � . rl.,� : IwWillp�wems.■s _ UM - - •s-s ,_ =_ Tmmoulli‘ _ :ya�is�eF"•-_�. _ 1p -o XW / PROJECT NAME/{�Ir/�7yI�II��I�,�- D.7� �� 01 ������� ! 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"A 1 :,,,‘ i1. i�� I■�L I III` � ill -.\ �1 �I/ i.- dl X X X X L7:_ am m"d,m �,t�^� �. east staff break area — X O I �� _ „" - I STING >. i �;` `II��'� .� ', L ��t: ^ I n�• nl X —i' o , :� : y i�s� — PUBLIC WORKSBUILDING �11 I1I'♦ ��I �� � �� �' VI • =' <,I � I� _ SF.) p� ■ I 0. �11 � 1 i X Jlia30 :�� � .�=lil.�� 1 m r iri r in r n RI ` �' � �I► Ni, X w � /,r-`mm �� f� ��- _ .. I demo p a e/ a ga de I 14: !Ilk � � I EXISTING EXISTING — -�' n ■ , _ ' i �- ��� ;; (1/, �I `� / �1 r ,raj:. SUPPORT STORAGE SUPPORT STORAGE _ X ��g n;, �,���.� ,. I I a .■ at installed downspouts _ I I ilk II ',�"��` 1‘ BUILDING BUILDING X X a " m !�`` `•��� m ^X 11 ' I,� X c; - % to a iiii '' �i i ii -_ III , ,� l� o tI I ► ►. ,�� �� � ��1� / %�<,, ,,�;� - ■ �n 11�� �� �� (14,080 S.F.) (14,080 S.F.) 7'r �,.fr,Al. 4..�/ p-: 11. ., _ I:I:ill! 1 \\.. z�;__ 0 S.F.) I � ,fl� �!!,i -° rr i 1 9: 1.16. 11 i ,J��� EI♦ numar �.I'.I F��y �4"..., �4�1 :� � �• ■I I.i I II� �� �� I���� X ® X X w �� -'VI .imo %,416.41.",o+oo, - . west staff break area .I ,'''...1 Ili _ _ II\►;`� \`` X --- X X �.�.r .>�5: t ,��� � ��Irv- �� OHO I VgIg �^ � _ �_ � �/ � I ��_ . X 1I .I !i�._ -II 1'% � � ��� � .RAN �i `� � �u\'�1 � ►`I■ . X �� � % V /i �� �I r/I �°,T � ,��� � � � .. �'t■ ��9 � _■ ■■■ I� `�``�` � �I I �{II,\ �r` 1\\ � �� 1 I Z X BUILDING mi 1 111 %%;�i� X :` � ; NIIIIII ® I �! l Aim/ andsca e bed alon fencinr : , -�� • v =1' Mh' Ir I 1 $: `X—X 57s s .EE . . li,‘„I-18��I �" / X X I iii,_ . Mlimm________O ---11_______ .. .:E,tr,.. x cc �� " ,ice �� �� F i� �>t 11 �I� �h1x ■r„ II! !% /', I Ay �`` / r %/ f/ • �j ! I X �" `gym VW llL � 1 \ I�I ,� �� � - �I�'%%/ /i r //% ' p1� �� � II _ I _ . R$- X �`� X X ( "�"`� , �.� A .. EMMI911Wal - � ,n, __. ;r ��// �.i ' �/' X • 111 ¢�,_. /I �n - F X X \\ X X X \E---- --._/7 0 .I V • BM 1 I \: ���s♦l11 mm�Il�►� � � •` �i.� �O !1� 3 � \\ iltil�r�Gt iM�� f \• 30 - • �.'"�Ill1 - P'OPERTY LINE - - - _ _ _ - - - ■ _ - - _ _ - _ _ _ _ . - - ■ III SECURITY GATE - III X �I/ RESID:NTIAL BUFFER? �1 I� I "'� landscape bed in parking islands • IMPRO E FENCING? Ain x to define - reduce mowing \I/ — 7 117 x / / 2 eira 1 N( 11\ — I � o 4?a:1 * V \C) C) \‘ g 1.11 ,.� \SG‘)55 OPLAN KEY c' OIC BUILDING EXPANSION S ' LANDSCAPE KEY ' 80'0 20 40GSS LANDSCAPE NOTES: _ _ g OX PLANTING BED/ROCK MULCH 1 . REFER TO REMOVAL PLAN FOR TREE TURF AREAS REMOVALS. _ z + + STORM BASIN NATIVE MIX, SEE 2. REFER TO CIVIL FOR EROSION CONTROL - + + SEEDING SPECIFICATIONS TOPSOIL SALVAGE AND GRADING. 3. REFER TO CIVIL FOR CURB, UTILITY, AND �7:,,,. STORM WATER INFORMATION DECIDUOUS TREE . 4. REFER TO ARCHITECTURE FOR BUILDING PROJECT NUMBER 21-22 ,. INFORMATION. ,_1. DATE OF ISSUE: EVERGREEN TREE 5. PLANTING BEDS TO RECEIVE 18 INCH October 14, 2022 \���\III//���� jr/iiik W 5FT MULCH RING) DEPTH TOPSOIL AND ROCK MULCH WITH o ( / FABRIC. PROVIDE SAMPLE OF ROCK MULCH DRAWN BY: TS/EW � 4i, /FABRIC TO BE APPROVED BY OWNER. CHECKED BY: ��///IIIII0\ 0 EVERGREEN SHRUB 6. SHREDDED HARDWOOD MULCH 3FT RINGS JLO AROUND ALL TREES AND SHRUBS, 5FT REVISIONS: 0 DECIDUOUS SHRUB RING AROUND EVERGREEN TREES IN NON ROCK MULCH AREA. PERENNIAL 7. STEEL LANDSCAPE EDGER WHERE PLANTING — — — — STEEL LANDSCAPE BED MEETS SOD AND SEEDED AREAS. EDGER 8. STAKE AND VERIFY LAYOUT IN FIELD FOR • ACCENT BOULDER OWNER APPROVAL PRIOR TO BRINGING (APROX. 1 8-24"DIA) PLANT MATERIAL TO SITE. 9. IRRIGATION: WHOLE SITE TO RECEIVE IRRIGATION. SPRAY IRRIGATION AT SOD AND SEED AREAS, DRIP AT PLANTING BEDS. I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION,OR 1 0. RESTORE AREAS WITH 6 INCHES TOPSOIL REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED AND SOD OR 6 INCHES TOPSOIL AND SEED ARCHITECT IN THE STATE OFMINNESOTA. /---Ai�'� AS PER PLAN. 1 •� 7 lli EXISTING DECIDUOUS TREE PRESERVED SIGNATURE ii.:1P EXISTING EVERGREEN TREE PRESERVED4 DATE LICENSE# SHEET NAME: Planting Plan SHEET NO: LIOI PRINTED: III FILE NAME: M:\Oertel architects\Appl'VaIIAy PM/fariIity\(An\AppIP VaIIPy cm I an,1«app Racy r..,0.11 J7l;pn77 nr/7u And An,y ._._ OA 1..1- 30390 30389 30319 10286 10287 10289 10409 10410 10411 10412 1041 X 0414 10415 10416 10417 X 988.82 X 988.58 10285 1 X 986.26 ) 4- 7 TOR SPIREA SHRUB X 987.45 X 987.07 X 986.72 X 986.10 i -.: .., . X 8,5.82 X 085.25 X 981.50 X 983.75 GBCW GBCW BC B GB�,'E1� GBCW GBCW GBCW GBCW GBCW GBCW GBCW GBCW GBCW GBCW GBCW X X GBCW B X 21 GOLDFLAME SPIREA SHRUBI OERTEL 16 TOR SPIREA SHRUB n G) G) - n -X X 28 PERENNIAL 22 GOLDFLAME SPIREA SHRUB 16 TOR SPIREA SHRUB 20 TOR SPIREA SHRUB p0CC ARCHITECTS 19 GOLDFLAME SPIREA SHRUB 1 - 1795 ST. CLAIR AVENUE 10193 10201 _ SHRUB 20 GOLDFLAME SPIREA SHRUB ST. PAU 55105 _ _- 987.52 ^�20• •. s v . _ E ��cc pp X - _g g E = . E �� 7 10973 l]-D G-B -: G-: :` 1■sss - ■ ■ - ■ \\� _ i• _ �_i L%%� -� i�� -�_■_ ;�■ � �� x 983.27 / GDCW / (6S 1� 696-51 g6 imh - ��� �mo_w. 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X X `�• a ��, -r [� ���� 1 st +' 1 14�03 1801_ v 1518 II - V III ° . a� I, I d d' ° � GBT GBT€ 1 / / / , , , , , X A I=_ - X d X y - /,..L^,• / 1141 1 '� 7v90781684 PLANT SCHEDULE: LANDSCAPE KEY LANDSCAPE NOTES: 0 10' 20' 40' S PLANTING BED/ROCK MULCH 1 . REFER TO DEMO PLAN FOR TREE Total Qty. Common Name Scientific Name Size Cont. Comments MATURE SIZE \„ REMOVALS - NORTH ht / width \ TURF AREAS 2. REFER TO CIVIL FOR EROSION CONTROL 6 DECIDUOUS TREES + + STORM BASIN NATIVE MIX, SEE TOPSOIL SALVAGE AND GRADING. 3 SWAMP WHITE OAK Quercus bicolor 2.5" CAL B&B ;SINGLE STEM 50-60'/ 40-50' + + SEEDING SPECIFICATIONS 3 MATADOR MAPLE Acer x freemanii 'Ballston' 2.5 " CAL B&B SINGLE STEM 40-50' /20-40' _ 3. REFER TO CIVIL FOR CURB, UTILITY, AND STORM WATER INFORMATION ,i � DECIDUOUS TREE 4 EVERGREEN TREES ht 1 width 4 REFER TO ARCHITECTURE FOR BUILDING PROJECT NUMBER: 21-22 5 SWISS STONE PINE Pinus cembra 6' B&B B&B PER PLAN 30-40'/15-20' -/ INFORMATION. 41111" _ DATE OF ISSUE: 4 BLACKHILLS SPRUCE Picea glauca densata 8' HT B&B PER PLAN 30-60' / 15-25 5. PLANTING BEDS TO RECEIVE 18 INCH October 14, 2022 4 WHITE PINE COLUMNAR Picea glauca densata 6' B&B B&B I PER PLAN 30-60 / 15-25 �\\III/// Itillt- EVERGREEN TREE DEPTH TOPSOIL AND ROCK MULCH WITH DRAWN BY \\ o (W/5FT MULCH RING) FABRIC. PROVIDE SAMPLE OF ROCK MULCH TS/EW - 4 /FABRIC TO BE APPROVED BY OWNER. 21 EVERGREEN SHRUB ht 1 width 4i, 4 HICKS UPRIGHT YEW Taxus x media 'Hicksii' 5' HT B&B PER PLAN 10-12'1 3-4' ��/////IIIIII\\\\\\ CHECKED BY JLO 0EVERGREEN SHRUB 6. SHREDDED HARDWOOD MULCH 3FT RINGS - 12 ANDORRA COMPACT JUNIPER Juniper horizontalis 'Plumosa Compacta' #5 CONT. PER PLAN 18" / 3-5' AROUND ALL TREES AND SHRUBS, 5FT REVISIONS: 9 TAUNTON YEW Taxus x media 'Taunton' #5 CONT. PER PLAN 3' / 3-4' 0 DECIDUOUS SHRUB RING AROUND EVERGREEN TREES IN NON ROCK MULCH AREA. 454 DECIDUOUS SHRUB ht 1 width PERENNIAL 7. STEEL LANDSCAPE EDGER WHERE PLANTING xx FIREDANCE DOGWOOD Cornus services 'Bailadeline' (PPAF) #5 CONT. 4FT D.C. 3-4' / 4-5' - - STEEL LANDSCAPE BED MEETS SOD AND SEEDED AREAS. 6 NANNYBERRY VIBURNUM Vibrunum lentago #5 CONT. 4FT D.C. 15-20 '1 6-10' EDGER 8. STAKE AND VERIFY LAYOUT IN FIELD FOR 6 STANDING OVATION SERVICEBERRY Amelanchier •alnifolia 'Obelisk' #10 CONT 4FT D-C. 15' / 4' OWNER APPROVAL PRIOR TO BRINGING ' r f ilk ACCENT BOULDER PLANT MATERIAL TO SITE. xx AMBER JUBILEE NINEBARK Physocarpus opulifolius Jefam (PP23, 177) #5 CONT. 4FT O.C. 5-614 (APROX. 18-24"DIA) 2 xx KODIAK ORANGE DWARF BUSH HONEYSUCKLE Diervilla x' Kodiak Orange' #5 CONT. 4FT D.C. 3' / 4' 9 9. RESTORE AREAS WITH 6 INCHES TOPSOIL 8 • xx TOR SPIREA Splrea betullfolla 'Tor' #5 CONT. 4FT D.C. 3' / 3' AND SOD OR 6 INCHES TOPSOIL AND SEED 1 . xx GD LDLFAM E SPIREA Spirea X bumalda 'Goldflame' #5 CONT. 4FT D.C. 2-3' / 3-4' AS PER PLAN. I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION,OR xx IROQUOIS BEAUTY Aronia melanocarpa 'Morton' #5 CONT. 4FT D.C. 3-4' / 3-5' O REPORT WAS PREPARED BY ME OR UNDER MY DIRECT xx GRO-LOW SUMAC Rhus aromatics "Gro-Low" #5 CONT. I 4FT D.C. 2'/6' SUPERVISION AND THAT I AM A DULY LICENSED O ARCHITECT IN THE STATE OF MINNESOTA. / s 423 PERENNIAL ht 1 width G PURPLE CONEFLOWER Echinacea purpurea NO. 1 CONT. 2 FT OC �.� EXISTING DECIDUOUS TREE PRESERVED BLACKEYED SUSAN rudbeckia hirta NO. 1 CONT. 2 FT DC .4 VT 0\S PRAIRIE BLAZING STAR Liatris pycnostachya NO. 1 CONT. 2 FT DC OIC BLUE VERVAIN Verbena hastata NO. 1 CONT. 2 FT OC J r__, EXISTING EVERGREEN TREE PRESERVED S � Vil SIGNATURE BUTTERFLY FLOWER Asclepias tuberosa NO. 1 CONT. 2 FT DC ���, DATE ias incarnata NO. 1 CONT. 2 FT DC SWAMP MILKWEED Asclepias GS S NEW ENGLAND ASTER Aster novae-an lea NO. 1 CONT. 2 FT OC PO LICENSE BLUE WILD INDIGO Baptisa australis 1 NO. 1 CONT. 2 FT OC ` SHEET NAME: WILD GERANIUM Aquilegia canadensis NO. 1 I CONT. 2 FT OC BUILDING KEY WILD BERGAM0NT Monarda fistulosa NO. 1 CONT. 2 FT DC LITTLE BLUESTEM GRASS Schizachyrium scopaium 1 NO. 1 ' CONT. 2 FT OC \\\ EXPANDED BUILDING PRAIRIE DROPSEED GRASS Sporobolus heterolepis , NO. 1 CONT. 2 FT OC 24" / 24" Planting Plan GREY HEADED CONEFLOWER Ratiida pinnata NO. 1 CONT. 2 FT DC 15-18" /18-24" SWITCH GRASS Panisum virgatum NO. 1 CONT. 2 FT DC 24-36" / 24" SHEET NO: L102 PRINTED: III FILE NAME: f- M:\Oertel architects\Apply vallAy PW fariIity\CAn\AppIa\/4I y(TAP I an,I«app Ra<a r,.,0.11p1=tpn72 2 1/e1 AM,Army REMOVE EXISTING METAL . G F A401 E C C A401 O ROOFING,SIDING,FLASHING, 011 FRAMING AND ALL OTHER ITEMS REMOVE EXISTING METAL REMOVE EXISTING METAL REMOVE EXISTING METAL REMOVE EXISTING METAL ROOFING, AS REQUIRED TO PREPARE FOR ROOFING,SIDING,FLASHING, i 1 I I 1 ROOFING,SIDING,FLASHING, ROOFING,SIDING,FLASHING, SIDING,FLASHING,FRAMING AND ALL 1 1 NEW ROOFING INFILL AT AREA OF OERTEL FRAMING FRAMMETAL AS REQUIRED TO PREPARE FOR REQUIREDAS IQUIRED TOANDLL PR PARE FOR OTHERITEMS FRAMING AS REQUIRED TO PREPARE FOR AND ALL OTHER ITEMSOTHER FOR NEW ROOFINITEMS AS G INFILD S L AT AREA OF FL TO PREPAREOHING AEINDI NG SIDING AND REMOVAL NEW ROOFING INFILL AT AREA OF NEW ROOFING INFILL AT AREA OF NEW ROOFING INFILL AT AREA OF REMOVE EXISTING WINDOWS AND REMOVAL PREPARE FOR NEW CLADDING PREPARE EXISTING METAL ARCHITECTS REMOVAL REMOVAL REMOVAL PREPARE FOR NEW INFILL SYSTEM ROOFING FOR NEW SEALING SYSTEM 1795 ST. CLAIR AVENUE PREPARE EXISTING METAL PREPARE EXISTING METAL PREPARE EXISTING METAL J ; L%I ST. PAUL, MN 55105 ROOFING FOR NEW SEALING ROOFING FOR NEW SEALING ROOFING FOR NEW SEALING REMOVE EXISTING METAL SYSTEM SYSTEM SYSTEM i \ FLASHING AND SIDING AND II (651) 696-5186 / / \ \ PREPARE FOR NEW CLADDING www.oertelarchitects.com 1i1i1i1i1i1i1i1i Ti ii IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiiiiiiiiii it iiiiililiiiii1i1i1iii, i SYSTEM II REMOVE EXISTING METAL , , , il I REMOVE EXISTING METAL REMOVE EXISTING METAL , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , \\ d, 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 , 1 1� 1 1� 1 1� 1H 1 1� I � I , , , , , � „ „ „ „ „ , � � � „ , „ , 1 „ „ 1 1 1 „ I I I 11 I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 EXISTING CAMERA SYSTEM TO FLASHING AND SIDING AND u FLASHING AND SIDING AND FLASHING AND SIDING AND u u u II = _ _ I PREPARE FOR NEW CLADDING - - PREPARE FOR NEW CLADDING PREPARE FOR NEW CLADDING - 1- II li 7 I REMAIN-REMOVE AND REATTACH PROJECT NAME: SYSTEM SYSTEM SYSTEM AS REQUIRED r7 r7 — � — � — � 1 7 rl r7 rl r7 rl r7 � � III ���� � rl rl ' PREPARE EXISTING PRECAST IL IL PREPARE EXISTING PRECAST PREPARE EXISTING J IL L J J L L J J 111 PREPARE EXISTING C i tiof WALL PANELS TO RECEIVE NEW = J _ _1 J WALL PANELS FOR NEW PRECAST WALL PANELS FOR NEW = WALL PANELS FOR NEW CLADDING CLADDING SYSTEM CLADDING SYSTEM 1 L J CLADDING SYSTEM . L I 4 A le \falleREMOVE EXISTING WINDOWS AND PREPARE FOR NEWREMOVE EXISTING WINDOWS REMOVE EXISTING WINDOWSREMOVE EXISTING WINDOWS AND REMOVEEXISTINGWINDOWSAND ppy 6"DEPTH PREFINISHED ALUMINUM STOREFRONT AND PREPARE FOR NEW 6" AND PREPARE FOR NEW 6" DOORS AND PREPARE FOR NEW 6" PREPARE FOR NEW 6"DEPTH WINDOWS W/TINTED D.I.G(TYPICAL AT OFFICE AREA) DEPTH PREFINISHED DEPTH PREFINISHED ALUMINUM DEPTH PREFINISHED ALUMINUM PREFINISHED ALUMINUM ALUMINUM STOREFRONT STOREFRONT WINDOWS W/ STOREFRONT WINDOWS AND DOORS W/ STOREFRONT WINDOWS W/TINTED BUILDING E L EVAT I 0 N WINDOWS W/TINTED D.I.G TINTED D.I.G(TYPICAL AT BUILDING ELEVATION TINTED D.I.G(TYPICAL AT OFFICE AREA) D.I.G(TYPICAL AT OFFICE AREA) C N M • • 1 (TYPICAL AT OFFICE AREA) OFFICE AREA) 2 6442 140th St. W. �� PARTIAL SOUTH ELEVATION (EXISTING/DEMO.) 1/8" = 1'-0" PARTIAL NORTH ELEVATION (EXISTING/DEMO.) 1/8" = 1'-0" Apple Valley, MN. 0 Design REMOVE EXISTING METAL ROOFING,SIDING,FLASHING, REMOVE ALL EXISTING GUTTERS& FRAMING AND ALL OTHER ITEMS PREPARE EXISTING METAL SIDING PREPARE EXISTING METAL SID/OFEXISTINGBUILDING) DOWNSPOUTS AND PREPARE FOR PREPARE EXISTING METAL w Development AS REQUIRED TO PREPARE FOR FOR NEW SEALING SYSTEM FOR NEW SEALING SYSTEMNEW TO BE INSTALLED(TYPICAL ROOFING FOR NEW SEALING z NEW ROOFING INFILL AT AREA OF (RETURNS AROUND CORNER TO AT ENTIRE EXTERIOR ENVELOPE SYSTEM REMOVAL � � NORTH SIDE OF BUILDING) IReview PREPARE EXISTING METAL 145 7 2 Set ROOFING FOR NEW SEALING REMOVE EXISTING METAL ROOFING, A401 A401 A401 A401 PREPARE EXISTING REMOVE ALL EXISTING METAL- REMOVE ALL EXISTING METAL SYSTEM SIDING,FLASHING,FRAMING AND PAINTED EIFS PANELS FASCIA,COPING,FLASHING, PREPARE EXISTING FASCIA,COPING,FLASHING, ALL OTHER ITEMS AS REQUIRED TO AND ALL CONDUIT, SCUPPERS AND DOWNSPOUTS PAINTED EIFS PANELS PREPARE EXISTING PAINTED SCUPPERS AND DOWNSPOUTS PREPARE EXISTING PAINTED 1 REMOVE EXISTING METAL ROOFING, PREPARE FOR NEW ROOFING INFILL REMOVE EXISTING METAL REMOVE EXISTING METAL PIPING, ETC.FOR NEW AND PREPARE FOR NEW TO BE AND ALL CONDUIT,PIPING, EIFS PANELS AND ALL AND PREPARE FOR NEW TO BE EIFS PANELS AND ALL SIDING,FLASHING,FRAMING AND AT AREA OF REMOVAL FLASHING AND SIDING AND ALL 1 FLASHING AND SIDING AND PAINT/COATING AND INSTALLED(TYPICAL AT ENTIRE ETC. FOR NEW PAINT/ CONDUIT,PIPING,ETC.FOR INSTALLED(TYPICAL AT ENTIRE CONDUIT, PIPING,ETC.FOR ALL OTHER ITEMS AS REQUIRED TO OTHER ITEMS AS REQUIRED TO I PREPARE FOR NEW CLADDING PATCHING AS REQUIRED EXTERIOR ENVELOPE OF EXISTING COATING AND PATCHING NEW PAINT/COATING AND EXTERIOR ENVELOPE OF EXISTING NEW PAINT/COATING AND / / / I PREPARE FOR NEW ROOFING INFILL PREPARE FOR NEW BUILDING SYSTEM BUILDING) AS REQUIRED PATCHING AS REQUIRED BUILDING) PATCHING AS REQUIRED / I AT AREA OF REMOVAL,AND FOR -IADDITION NEW CLADDING SYSTEM I S 1 ,, _1 _ / / / J REMOVE EXISTING METAL -1 _ / / \ \ - - �. 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DOORS AND EXTERIOR ENVELOPE OF EXISTING BUILDING ELEVATION EVAT I 0 N TINTED D.I.G STOOP/SLAB ON TINTED D.I.G(TYPICAL AT ENTIRE (TYPICAL) FRAMES(TYPICAL) BUILDING,EXCEPT EAST&WEST SLAB ON GRADE AND FRAMES(TYPICAL) EXISTING BUILDING) TINTED D.I.G(TYPICAL AT ENTIRE FRAMES(TYPICAL) BUILDING, EXCEPT E.&W.SIDES E3 GRADE AND PREPARE EXTERIOR ENVELOPE OF SIDES OF WASH BAY) PREPARE FOR NEW EXTERIOR ENVELOPE OF OF WASH BAY) PARTIAL WEST ELEVATION (EXISTING / DEMO.) 1/8' = 1'-0' FOR NEW WALL INFILL EXISTING BUILDING) WALL INFILL AND EXISTING BUILDING) &NEW H.M.DOOR& NEW DOOR&FRAME REMOVE ALL EXISTING METAL 8 FASCIA,COPING,FLASHING, SCUPPERS AND DOWNSPOUTS REMOVE ALL EXISTING GUTTERS& AND PREPARE FOR NEW TO BE PREPARE EXISTING METAL SIDING DOWNSPOUTS AND PREPARE FOR PREPARE EXISTING METAL INSTALLED(TYPICAL AT ENTIRE z"Li EXTERIOR ENVELOPE OF EXISTING FOR NEW SEALING SYSTEM NEW TO BE INSTALLED(TYPICAL ROOFING FOR NEW SEALING E AT ENTIRE EXTERIOR ENVELOPE SYSTEM BUILDING) § I OF EXISTING BUILDING) THESE(4)WINDOWS TO REMAIN,PREPARE FRAMES FOR PAINT v I I 1 L 1. 1 I m I .."I -1F\ 1-1 n n / CAREFULLY REMOVE ALL EXISTING CAREFULLY REMOVE ALL EXISTING H.M. THESE(2)H.M.DOORS \-PREPARE ALL EXISTING CAREFULLY REMOVE ALL EXISTING z 1 OVERHEAD DOORS TO PREPARE DOORS AND FRAMES TO PREPARE FOR AND FRAMES TO REMAIN, BOLLARDS FOR NEW PAINT OVERHEAD DOORS TO PREPARE FOR NEW OVERHEAD DOORS NEW H.M.DOORS AND FRAMES(TYPICAL) PREPARE FOR PAINT (TYPICAL AT ENTIRE FOR NEW OVERHEAD DOORS EXTERIOR ENVELOPE OF BUILDING ELEVATION EXISTING BUILDING) (4) PARTIAL WEST ELEVATION (EXISTING/DEMO.) 1/8" = 1'-0" E 0 REMOVE ALL EXISTING METAL FASCIA,COPING,FLASHING, SCUPPERS AND DOWNSPOUTS AND PREPARE FOR NEW TO BE REMOVE ALL EXISTING GUTTERS& INSTALLED(TYPICAL AT ENTIRE PREPARE EXISTING METAL DOWNSPOUTS AND PREPARE FOR PREPARE EXISTING METAL SIDING EXTERIOR ENVELOPE OF EXISTING z BUILDING) ROOFING FOR NEW SEALING NEW TO BE INSTALLED(TYPICAL FOR NEW SEALING SYSTEMI SYSTEM AT ENTIRE EXTERIOR ENVELOPE _ U OF EXISTING BUILDING) 1 I I THESE(4)WINDOWS J_ '0 REMAIN,PREPARE \ - FRAMES FOR PAINT > I I 11 1 1 I 11 ___} I I PROJECT NUMBER: 21-22 DATE OF ISSUE: 1 November 28, 2022 I DRAWN BY: 11 11 TS/EW n m m II 11 m 1 11 CHECKED BY: n Fill II J LO l\-CAREFULLY REMOVE ALL EXISTING PREPARE ALL EXISTING BOLLARDS CAREFULLY REMOVE ALL REMOVE EXISTING LIGHT FIXTURES OVERHEAD DOORS TO PREPARE FOR NEW PAINT(TYPICAL AT EXISTING H.M.DOORS AND AND PREPARE FOR NEW LIGHT z I REVISIONS: FOR NEW OVERHEAD DOORS ENTIRE EXTERIOR ENVELOPE OF FRAMES TO PREPARE FOR FIXTURES(TYPICAL AT ENTIRE = EXISTING BUILDING) NEW H.M.DOORS AND EXTERIOR ENVELOPE OF EXISTING BUILDING ELEVATION FRAMES(TYPICAL) BUILDING,EXCEPT E.&W.SIDES E5) OF WASH BAY) a►�l EAST ELEVATION (EXISTING/DEMO.) 1/8" = 1'-0" ;°\� Q � 0 usc\ \.SO 06\u REMOVE EXISTING METAL REMOVE ALL EXISTING GUTTERS& I ROOFING,SIDING,FLASHING, PREPARE EXISTING METAL DOWNSPOUTS AND PREPARE FOR PREPARE EXISTING METAL SIDING PREPARE EXISTING METAL SIDING FRAMING AND ALL OTHER ITEMS z ROOFING FOR NEW SEALING NEW TO BE INSTALLED(TYPICAL FOR NEW SEALING SYSTEM FOR NEW SEALING SYSTEM AS REQUIRED TO PREPARE FOR SYSTEM AT ENTIRE EXTERIOR ENVELOPE (RETURNS AROUND CORNER TO NEW ROOFING INFILL AT AREA OF§ I OF EXISTING BUILDING) NORTH SIDE OF BUILDING) REMOVAL HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION,OR Ak REPORT WAS PREPARED BAH MAP E OR UNDER MY DIRECT I © © 4 S PREPARE EXISTING METAL SUPERVISION AND THAT I AM A DULY LICENSED A401 A401 A401 A401 REMOVE EXISTING METAL ROOFING, ROOFING FOR NEW SEALING ARCHITECT IN THE STATE OF MINNESOTA. REMOVE ALL EXISTING METAL SIDING,FLASHING,FRAMING AND SYSTEM FASCIA,COPING,FLASHING, PREPARE EXISTING 1 \ZPREPARE EXISTING PAINTED SCUPPERS AND DOWNSPOUTS PREPARE EXISTING PAINTED PAINTED EIFS PANELS FOR ALL OTHER ITEMS AS REQUIRED TO EIFS PANELS AND ALL AND PREPARE FOR NEW TO BE EIFS PANELS AND ALL ADDITION(REMOVE AND REMOVE ALL EXISTING METAL REMOVE EXISTING METAL REMOVE EXISTING METAL PREPARE FOR NEW ROOFING INFILL REMOVE EXISTING METAL ROOFING, CONDUIT, PIPING,ETC.FOR INSTALLED(TYPICAL AT ENTIRE CONDUIT, PIPING,ETC.FOR REROUTE OR RELOCATE I FASCIA,COPING,FLASHING, FLASHING AND SIDING AND I FLASHING AND SIDING AND AT AREA OF REMOVAL SIDING, FLASHING,FRAMING AND NEW PAINT/COATING AND EXTERIOR ENVELOPE OF EXISTING NEW PAINT/COATING AND ALL EXISTING FIXTURES, SCUPPERS AND DOWNSPOUTS PREPARE FOR NEW CLADDING PREPARE FOR NEW CLADDING ALL OTHER ITEMS AS REQUIRED TO PATCHING AS REQUIRED BUILDING) PATCHING AS REQUIRED CONDUIT,PIPING,ETC. AND PREPARE FOR NEW ADDITION SYSTEM 1 SYSTEM PART EPARE OFORR ENEWV AROOFING INFILL �U� U A I I �1-uJ I U� PI , - L NEW CLADDING SYSTEM ND FOR SIGNATURE REMOVE EXISTING METAL DATE FLASHING AND SIDING AND 7/ // PREPARE FOR NEW CLADDING iiiiiiiiiiiiiiiiiiii mil, mil iiiiiiiiiiiiiiiiiiii SYSTEM IIII I I I I I 1 _L - - - - LICENSE# u u EXISTING CAMERA SYSTEM TO H - -�- -�� — REMAIN SHEET NAME: r7 rl L L L PREPARE EXISTING PRECAST C . M 1 m m m 1 m n n V n m m 1 L _ � - - - - >00 WALL PANELS TO RECEIVE NEW 11 1 T ry( 11 1N CLADDING SYSTEM I INNNN_ n n n n / n III \ II I.CAREFULLY REMOVE ALL EXISTING CAREFULLY REMOVE ALL PREPARE ALL BOLLARDS FOR REMOVE EXISTING WINDOWS REMOVE EXISTING PREPARE ALL EXISTING REMOVE EXISTING CAREFULLY REMOVE ALL EXISTING CAREFULLY REMOVE ALL EXISTING LOUVER TO BE REMOVED PREPARE EXISTING PRECAST REMOVE EXISTING WINDOWS AND CAREFULLY REMOVE H.M. REMOVE EXISTING WINDOWS AND REMOVE EXISTING WINDOWS AND z I OVERHEAD DOORS TO PREPARE EXISTING H.M.DOORS AND NEW PAINT(TYPICAL AT ENTIRE AND PREPARE FOR NEW 6" WINDOW AND PORTION OF BOLLARDS FOR NEW PAINT DOORS, BOLLARD,PORTION OF OVERHEAD DOORS TO PREPARE EXISTING H.M.DOORS AND AND REPLACED WITH C.M.U. WALL PANELS TO RECEIVE NEW PORTION OF EXISTING WALL AND DOOR AND FRAME AND PREPARE FOR NEW 6"DEPTH PREPARE FOR NEW INFILL E L E VAT I O N S FOR NEW OVERHEAD DOORS FRAMES TO PREPARE FOR EXTERIOR ENVELOPE OF DEPTH PREFINISHED ALUMINUM EXTERIOR WALL BELOW TO (TYPICAL AT ENTIRE EXTERIOR EXISTING STOOP/SLAB ON GRADE FOR NEW OVERHEAD DOORS FRAMES TO PREPARE FOR INFILL(PAINT) CLADDING SYSTEM PREPARE FOR NEW 6"DEPTH PREPARE FOR NEW PREFINISHED ALUMINUM AND NEW CLADDING SYSTEM NEW H.M. DOORS AND EXISTING BUILDING) STOREFRONT WINDOWS W/ PREPARE FOR NEW DOOR ENVELOPE OF EXISTING AND PORTION OF EXTERIOR WALL NEW H.M.DOORS AND PREFINISHED ALUMINUM ALUMINUM DOOR AND STOREFRONT WINDOWS W/ BUILDING ELEVATION FRAMES(TYPICAL) TINTED D.I.G(TYPICAL AT ENTIRE ASSEMBLY BUILDING) TO PREPARE FOR NEW STRUCTURE, FRAMES(TYPICAL) STOREFRONT WINDOWS W/ FRAME TINTED D.I.G SHEET NO: 6 ' EX EXISTING ENVELOPE OF NEW DOORS AND LINFILL, NEW BOLLARDSHEAD TINTED D.I.G EAST ELEVATION (EXISTING /DEMO.) 1/8" = 1'-0" ccm A. 301 PRINTED: 11-28-2022 FILE NAME: 21-22 CM A-301 Exterior Elevations.dwg fir4 G F© 3&4 E s 3&4 G 0 OERTEL A401 O A504 A401 ARCHITECTS , , I , , , , , NEW PREFINISHED METAL PANEL 1795 ST. CLAIR AVENUE NEW PREFINISHED METAL INEW PREFINISHED METAL NEW PREFINISHED METAL SYSTEM WITH NEW FRAMING, NEW PREFINISHED METAL ST. PAUL, MN 55105 NEW PREFINISHED METAL ROOFING INFILL(AT AREA OF 1 EXISTING METAL ROOFING- EXISTING METAL ROOFING- ROOFING INFILL(AT AREA OF ROOFING INFILL(AT AREA OF EXISTING METAL ROOFING- SHEATHING AND ASSOCIATED AT EXISTING METAL ROOFING- ROOFING INFILL(AT AREA OF I NEW PREFINISHED METAL ROOFING SYSTEM REMOVAL) PROVIDE SEALING SYSTEM PROVIDE SEALING SYSTEM REMOVAL) REMOVAL) PROVIDE SEALING SYSTEM AREA OF INFILL PROVIDE SEALING SYSTEM REMOVAL) I ROOFING SYSTEM (651) 696-5186 NEW PREFINISHED METAL y — NEW PREFINISHED METAL www.oertelarchitects.com GUTTER GUTTER(BY ROOFING MANUFACTURER) NEW PREFINISHED METAL 5" NEW PREFINISHED METAL 5" PROJECT NAME: OPEN-FACED DOWNSPOUT 1 N., I / OPEN-FACED DOWNSPOUT NEW CLADDING SYSTEM NEW CLADDING NEW CLADDING NEW CLADDING SYSTEM o 0 0 o AP P L E VALLEY ____---NEW CLADDING SYSTEM ,SYSTEM SYSTEM �� // �� 000o CIt of 000 CENTRAL MAINTENANCE FACILITY- ' _._ '1. // / / NEW 6"DEPTH PREFINISHED / 1W06� NEW 6"DEPTH PREFINISHED 1\ pple \IaIIey ALUMINUM STOREFRONT 09 (W09) (W09) (W09) (W09) ( 2) (wo ) (W02) (wo2� (W 2) ALUMINUM STOREFRONT WINDOWS AND DOORS W/ (W03) KW03) (W03) (W03) (W03) (W03) (W03) KW03) (W03) V (W05 / KW03) (W03) WINDOWS AND DOORS W/ TINTED D.LG n I r 1 1016\\ /101A 1 r TINTED D.I.G C . N/I . F . l BUILDING ADDITION EXISTING BUILDING/RENOVATION AREA NEW 6"DEPTH PREFINISHED NEW 6"DEPTH PREFINISHED NEW 6"DEPTH PREFINISHED—2 NEW 6"DEPTH PREFINISHED NEW CLADDING EXISTING BUILDING/RENOVATION AREA BUILDING ADDITION \ ALUMINUM STOREFRONT ALUMINUM STOREFRONT ALUMINUM STOREFRONT ALUMINUM STOREFRONT SYSTEM / > 6442 140th St. W. WINDOWS W/TINTED D.I.G WINDOWS W/TINTED D.I.G WINDOWS W/TINTED D.I.G WINDOWS W/TINTED D.I.G BUILDING ELEVATION (TYPICAL AT OFFICE AREA) (TYPICAL AT OFFICE AREA) (TYPICAL AT OFFICE AREA) BUILDING ELEVATION (TYPICAL AT OFFICE AREA) Apple Valley, M N. 1 2 PARTIAL SOUTH ELEVATION (RENOVATION /ADDITION) 1/8" = 1'-0" PARTIAL NORTH ELEVATION (RENOVATION /ADDITION) 1/8" = 1'-0" Design Development EXISTING METAL SIDING W Review Set _ 1 NEW PREFINISHED METAL -PROVIDE SEALING SYSTEM ROOFING INFILL(AT AREA OF (RETURNS AROUND CORNER TO EXISTING METAL SIDING NEW PREFINISHED GUTTERS AND EXISTING METAL ROOFING REMOVAL) NORTH SIDE OF BUILDING) -PROVIDE SEALING SYSTEM DOWNSPOUTS(TYPICAL AT -PROVIDE SEALING SYSTEM 1 Alk ENTIRE EXTERIOR ENVELOPE) 1 2 A401 \4/ A401 A401 A401 , , , 1 , , , NEW PAINT/COATING NEW PAINT/COATING NEW PREFINISHED METAL NEW PREFINISHED METAL FASCIA, PREFINISHEDIA , AND PATCHING AS NEW PREFINISHED METAL ROOFING SYSTEM NEW CLADDING COPING,FLASHING, CUPP SCUPPERS REQUIRED OVER EXISTING COPING,FLASHING,NG SCUPPERS REQUIRED OVER EXISTING ROOFING INFILL(AT AREA OF EXISTING METAL ROOFING- NEW CLADDING SYSTEM EXISTING METAL ROOFING- SYSTEM AND DOWNSPOUTS(TYPICAL AT EIFS PANELS,PAINT ALL AND DOWNSPOUTS(TYPICAL AT EIFS PANELS,PAINT ALL . . . , REMOVAL) PROVIDE SEALING SYSTEM PROVIDE SEALING SYSTEM ENTIRE EXTERIOR ENVELOPE) CONDUIT,PIPING,ETC. ENTIRE EXTERIOR ENVELOPE) CONDUIT, PIPING,ETC A / ��- -ten' � s � � L- � L- � NEW PREFINISHED METAL PANEL �. SYSTEM WITH NEW FRAMING, W SHEATHING AND ASSOCIATED AT / AREA OF INFILL 0 0 0 0 0 0 0 P � .„ NEW CLADDING SYSTEM > ", � ' I / / / / / / (W04) (W07 �W07� A\ V , ,\ / / " (Wo3 (W03) CWO3> / / / \ / 1 1 i /118 f 1 1 ( I \ 136CT 7 n OH2 / 146 n 150B\i/ n 151B. 7 \\ OH2 / n 7 OH4 //161D OH4 EXISTING BUILDING/ BUILDING ADDITION NEW 6"DEPTH PREFINISHED BUILDING ADDITION EXISTING BUILDING/RENOVATION AREA \—NEW 6"DEPTH PREFINISHED NEW WALL INFILL —NEW HOLLOW NEW 6"DEPTH PREFINISHED NEW LIGHT FIXTURES(SEE NEW PREFINISHED NEW HOLLOW NEW WALL INFILL NEW HOLLOW PAINT ALL EXISTING NEW PREFINISHED NEW 6"DEPTH PREFINISHED NEW PREFINISHED PAINT ALL EXISTING NEW HOLLOW METAL NEW PREFINISHED I RENOVATION AREA / ALUMINUM STOREFRONT WINDOWS \ ALUMINUM STOREFRONT METAL DOORS& ALUMINUM STOREFRONT ELECTRICAL) OVERHEAD DOORS W/D.I.G. METAL DOORS& METAL DOORS& BOLLARDS OVERHEAD DOORS W/D.I.G. ALUMINUM STOREFRONT OVERHEAD DOORS W/D.I.G. BOLLARDS DOORS&FRAMES- OVERHEAD DOORS W/D.I.G. z AND DOORS W/TINTED D.I.G WINDOWS W/TINTED D.I.G FRAMES(PAINT) WINDOWS W/TINTED D.I.G (TYPICAL AT ENTIRE FRAMES(PAINT) FRAMES-PAINT (TYPICAL AT ENTIRE WINDOWS W/TINTED D.I.G (TYPICAL AT ENTIRE PAINT(TYPICAL AT (TYPICAL AT ENTIREcp / BUILDING ELEVATION (TYPICAL AT OFFICE AREA) (TYPICAL AT ENTIRE EXTERIOR EXTERIOR ENVELOPE) (TYPICAL AT ENTIRE EXTERIOR ENVELOPE) (TYPICAL AT ENTIRE EXTERIOR EXTERIOR ENVELOPE) ENTIRE EXTERIOR EXTERIOR ENVELOPE) 3 ENVELOPE) EXTERIOR ENVELOPE) ENVELOPE) ENVELOPE) PARTIAL WEST ELEVATION (RENOVATION /ADDITION) 1/8" = 1'-O" 8 8.1 NEW PREFINISHED METAL FASCIA, THESE 4 WINDOWS TO --- A401 z COPING, FLASHING,SCUPPERS REMAIN(PAINT) c=, AND DOWNSPOUTS(TYPICAL AT EXISTING METAL SIDING EXISTING METAL ROOFING I -PROVIDE SEALING SYSTEM -PROVIDE SEALING SYSTEM ENTIRE EXTERIOR ENVELOPE) 1 \ NEW PREFINISHED METAL FASCIA, NEW PREFINISHED METAL FASCIA, COPING,FLASHING COPING,FLASHING 1/— I 1L NEW 12"INSULATED PRECAST WALL PANEL , II 1 I / / / / v / /% / / / / / / / / / �/ / // / �/ 1 / / / % ," 7 1 - i r - - e - /161C 7 \I� ( I OH3 1 C\ OH1 1 OD\ OH1 z I NEW HOLLOW METAL DOORS& NEW LIGHT FIXTURES THESE(2)H.M.DOORS NEW CLEAR/ EXISTING BUILDING/RENOVATION AREA / BUILDING ADDITION \ NEW LIGHT FIXTURES(SEE OVERHEADE OORSW PREFINISHED DI G NEW LIGHT FIXTURES(SEE NEW HOLLOW METAL OVERHEANEW D OORW PREFINISHED DI G FILLED 0.D.CONCRETE BOLLARDS FRAMES-PAINT(TYPICAL AT (SEE ELECTRICAL) AND FRAMES TO REMAIN TRANSULCENT / ELECTRICAL) / ELECTRICAL) DOORS&FRAMES(PAINT) / ENTIRE EXTERIOR ENVELOPE) -PAINT POLYCARBONATE PANEL W/TINTED D.I.G (PAINT) BUILDING ELEVATION DOORS(AT WASH BAY 4 ONLY) PARTIAL WEST ELEVATION (RENOVATION /ADDITION) 1/8" = 1'-0" 8.1 8 6 NEW PREFINISHED METAL FASCIA, THESE 4 WINDOWS TO uj A401 ,, COPING, FLASHING,SCUPPERS REMAIN(PAINT) z AND DOWNSPOUTS EXISTING METAL ROOFING EXISTING METAL SIDING H- -PROVIDE SEALING SYSTEM -PROVIDE SEALING SYSTEM § I NEW PREFINISHED METAL FASCIA, NEW PREFINISHED METAL FASCIA, COPING, FLASHING COPING, FLASHING NEW 12"INSULATED I PRECAST WALL PANEL III I I PROJECT NUMBER: �__2' 1- I IIIII1 I 21-22 DATE OF ISSUE: g November 28, 2022 I I DRAWN BY: / / / / / / i / / / / / / / TS/EW / / / / / / / / / / d / ',\./ / / / / sm° / / / / 7e CHECKED BY: /\>\ 1 - - - L - - L. e I JLO o 170E\\ OH1 170F\I OH1 i OH2 OH3 OH2 I� n 161 \ OH4 i 1 REVISIONS: NEW HOLLOW METAL DOORS&J NEW PREFINISHED NEW 6"O.D.CONCRETE NEW LIGHT FIXTURES(SEE NEW HOLLOW NEW PREFINISHED NEW PREFINISHED NEW 6"O.D.CONCRETEY BUILDING ADDITION EXISTING BUILDING/RENOVATION AREA NEW CLEAR/ PAINT ALL EXISTING BOLLARDS 2 NEW PREFINISHED NEW HOLLOW NEW PREFINISHED z ' FRAMES(PAINT)W/TINTED D.I.G OVERHEAD DOORS W/D.I.G. FILLED STEEL BOLLARDS ELECTRICAL) METAL DOORS& OVERHEAD DOORS W/D.I.G. OVERHEAD DOORS W/D.I.G. FILLED STEEL BOLLARDS TRANSULCENT OVERHEAD DOORS W/D.I.G. METAL DOORS& OVERHEAD DOORS W/D.I.G. (PAINT) FRAMES(PAINT) (PAINT) POLYCARBONATE PANEL (TYPICAL AT ENTIRE FRAMES-PAINT (TYPICAL AT ENTIRE d 1 BUILDING ELEVATION W/TINTED D.I.G DOORS(AT WASH BAY EXTERIOR ENVELOPE) (TYPICAL AT ENTIRE EXTERIOR ENVELOPE) \\CC\\C\ralC1 5 " '- " ONLY) EXTERIOR ENVELOPE) s ej '( EAST ELEVATION (RENOVATION/ADDITION) 1/8 = 1 0 Q ` 3 ®` No \o�` O or �� G z EXISTING METAL SIDING -PROVIDE SEALING SYSTEM NEW PREFINISHED METAL EXISTING METAL ROOFING NEW PREFINISHED GUTTERS& EXISTING METAL SIDING (RETURNS AROUND CORNER TO ROOFING INFILL(AT AREA OF I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION,OR PROVIDE SEALING SYSTEM DOWNSPOUTS REPORT WAS PREPARED BY ME OR UNDER MY DIRECT PROVIDE SEALING SYSTEM NORTH SIDE OF BUILDING) REMOVAL) a a © s SUPERVISION AND THAT I AM A DULY LICENSED A401 A401 6 A401 4 3 A401 1 ARCHITECT IN THE STATE OF MINNESOTA. 1 EXISTING METAL ROOFING EXISTING METAL ROOFING NEW PAINT/COATING AND PATCHING AS PROVIDE SEALING SYSTEM PROVIDE SEALING SYSTEM NEW PREFINISHED METAL NEW PREFINISHED METAL FASCIA, - REQUIRED OVER EXISTING NEW STRUCTURE FASCIA,COPING,FLASHING, NEW PREFINISHED METAL NEW LIGHT COPING,FLASHING,GUTTER AND NEW CLADDING SYSTEM NEW CLADDING SYSTEM NEW PREFINISHED METAL EIFS PANELS,PAINT ALL AND WALL INFILL SCUPPERS AND DOWNSPOUTS /— FASCIA,COPING,FLASHING FIXTURES(SEE DOWNSPOUTS(TYPICAL AT ROOFING INFILL(AT AREA OF 1 CONDUIT,PIPING,ETC ELECTRICAL) ENTIRE EXTERIOR ENVELOPE) REMOVAL) 1 . J • ppm——mum EXISTING METAL ROOFING SIGNATURE ..1 -PROVIDE SEALING SYSTEM DATE Q �NEW CLADDING SYSTEM LICENSE# / / / / / / / / / / / / / / / / SHEET NAME 0 ._. _ _. <G/ / �/ �/ / / / \\ W02 KW 2) �/ I < , e e ® ® � > � > C . M . \ \ \ \_ _ , ... , • .. . < ..• e / N CW03;> (W03 CW032 (W03) EXTERIOR I� n 161 OH4 160\ I� 158 \ n OH2 I� 145A\\ OH1 I� OH2 n ,\145B ,134B 1 I 121 1 i r 1 _ 1 „ w NEW LIGHT FIXTURES(SEE NEW HOLLOW METAL NEW PREFINISHED PAINT ALL EXISTING BOLLARDS NEW HOLLOW NEW H.M.DOOR NEW PREFINISHED PAINT ALL EXISTING BOLLARDS NEW PREFINISHED NEW 6 O.D.CONCRETE NEW STRUCTURE NEW PREFINISHED BUILDING ADDITION NEW HOLLOW METAL DOORS& NEW 12 INSULATED BUILDING ADDITION NEW 6"DEPTH PREFINISHED NEW 6 DEPTH PREFINISHED PAINT ALL CONDUIT, ELECTRICAL) DOORS&FRAMES-PAINT OVERHEAD DOORS METAL DOORS& AND FRAME(PAINT) OVERHEAD DOORS W/D.I.G. OVERHEAD DOORS W/D.I.G. FILLED STEEL BOLLARDS AND WALL INFILL OVERHEAD DOORS W/D.I.G. FRAMES(PAINT)W/TINTED D.I.G PRECAST WALL PANEL ALUMINUM STOREFRONT ALUMINUM STOREFRONT WINDOWS PIPING,ETC. ELEVATIONS cp H- (TYPICAL AT ENTIRE W/D.I.G. (TYPICAL FRAMES-PAINT (TYPICAL AT ENTIRE (PAINT) (TYPICAL AT ENTIRE WINDOWS W/TINTED D.I.G AND DOORS W/TINTED D.I.G EXTERIOR ENVELOPE) AT ENTIRE EXTERIOR (TYPICAL AT ENTIRE EXTERIOR ENVELOPE) EXTERIOR ENVELOPE) (TYPICAL AT OFFICE AREA) (TYPICAL AT OFFICE AREA) BUILDING ELEVATION (6) ENVELOPE) EXTERIOR SHEET NO: ENVELOPE) c m A. 302 EAST ELEVATION (RENOVATION/ADDITION) 1/8" = 1'-0" PRINTED 11-28-2022 FILE NAME: 21-22 CM A-301 Exterior Elevations.dwg firia OERTEL ARCHITECTS 1795 ST. CLAIR AVENUE ST. PAUL, MN 55105 A.2 0 A4o4 F H A8 401 (651) 696-5186 REMOVE ALL EXISTING METAL REMOVE ALL EXISTING METAL www.oertelarchitects.com FASCIA,COPING,FLASHING, FASCIA,COPING,FLASHING, SCUPPERS AND DOWNSPOUTS PREPARE EXISTING PAINTED I SCUPPERS AND DOWNSPOUTS AND PREPARE FOR NEW TO BE EIFS PANELS AND ALL I AND PREPARE FOR NEW TO BE INSTALLED(TYPICAL AT ENTIRE CONDUIT,PIPING,ETC.FOR I I INSTALLED(TYPICAL AT ENTIRE PROJECT NAME: EXTERIOR ENVELOPE OF EXISTING NEW PAINT/COATING AND EXTERIOR ENVELOPE OF EXISTING BUILDING) PATCHING AS REQUIRED BUILDING) City of Apple ValleyJ 9 C . M . F . 6442 140th St. W. 1 11 1 11 Apple Valley, MN. 11 1 11 II n CAREFULLY REMOVE ALL REMOVE EXISTING WINDOWS EXISTING H.M.DOORS AND AND PREPARE FOR NEW 6" PREPARE EXISTING PAINTED E e s gn FRAMES TO PREPARE FOR DEPTH PREFINISHED ALUMINUM EIFS PANELS AND ALL NEW H.M.DOORS AND STOREFRONT WINDOWS W/ CONDUIT,PIPING,ETC.FOR FRAMES(TYPICAL) TINTED D.I.G(TYPICAL AT ENTIRE BUILDING E L EVAT I O N NEW PAINT/COATING AND IJ e V e I O men t EXTERIOR ENVELOPE OF 1 PATCHING AS REQUIRED EXISTING BUILDING) PARTIAL NORTH ELEVATION (EXISTING / DEMO.) 1/8" = 1'-0" Review Set O 3&4 A4017 REMOVE ALL EXISTING METAL REMOVE ALL EXISTING WINDOWS FASCIA,COPING,FLASHING, ON THIS ELEVATION AND PREPARE SCUPPERS AND DOWNSPOUTS I FOR NEW INFILL AND PREPARE FOR NEW ADDITION 1 II 1 II 1 II 1 II 1 II 1 II II II II II II II II II II II II 1 II 1 II 1 II 1 II 1 II 1 II 1 II 1 II II II II II 1 II II II II II II 1 II 1 II L _II L L _II L _II L _II LL _II IL _II IL _II LL - _ II L — _ II I — II IL — AI L - AI LL - AI n REMOVE ALL EXISTING LIGHT FIXTURES ON THIS ELEVATION AND PREPARE FOR NEW ADDITION BUILDING ELEVATION 2 PARTIAL SOUTH ELEVATION (EXISTING / DEMO.) 1/8" = 1'-0" 3&4 8 A.1 A.2 E A401O A401 NEW PAINT/COATING I NEW PAINT/COATING AND PATCHING AS NEW PREFINISHED METAL FASCIA, I AND PATCHING AS NEW PREFINISHED METAL FASCIA, NEW PREFINISHED METAL REQUIRED OVER EXISTING COPING,FLASHING,SCUPPERS I I REQUIRED OVER EXISTING COPING,FLASHING,SCUPPERS FASCIA,COPING,FLASHING EIFS PANELS,PAINT ALL AND DOWNSPOUTS EIFS PANELS,PAINT ALL AND DOWNSPOUTS CONDUIT,PIPING,ETC I CONDUIT, PIPING,ETC I I 11 / / / 0 WIB 0 NEW 12"INSULATED PRECAST WALL PANEL 2 / / / 0 / / / / / / / 133B\\ 132A\\ 1328 \ n BUILDING ADDITION NEW HOLLOW NEW 6"DEPTH PREFINISHED METAL DOORS& ALUMINUM STOREFRONT FRAMES-PAINT WINDOWS W/TINTED D.I.G (TYPICAL (TYPICALAT ENTIRE ATENTIRE EXTERIOR EXTERIOR ENVELOPE) (3 BUILDING ELEVATION ENVELOPE) PARTIAL NORTH ELEVATION (RENOVATION /ADDITION) 1/8" = 1'-0" 3&4 p A401 D PROJECT NUMBER: 21-22 DATE OF ISSUE: I November 28, 2022 NEW PREFINISHED METAL FASC I COPING,FLASHING DRAWN BY: TS/EW CHECKED BY: JLO NEW 12"INSULATED PRECAST WALL PANEL REVISIONS: \\0\c\falc\I c)*Ce � o IC No \.o� 0G CPC BUILDING ADDITION \ < BUILDING ADDITION I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION,OR BUILDING ELEVATION 4 REPORT WAS PREPARED BY ME OR UNDER MY DIRECT �� ARCHITECTSUPERVISI INLICENSEDND THAT I AM A DULY THE STATE C F MINNESOTA. PARTIAL SOUTH ELEVATION (RENOVATION/ADDITION) 1/8�� = 1 -0 SIGNATURE DATE LICENSE# SHEET NAME C . M . EXTERIOR ELEVATIONS SHEET NO: CM A- 303 PRINTED: 11-28-2022 FILE NAME: 21-22 CM A-301 Exterior Elevations.dwg firia OERTEL ARCHITECTS 1795 ST. CLAIR AVENUE ST. PAUL, MN 55105 (651) 696-5186 www.oertelarchitects.com PROJECT NAME: City of Apple Valley C . M . F . 6442 140th St. W. Apple Valley, MN. Design Development Review Set (11111 ff © © 5 4 A401 A401 M.1 M.A A401 A401 M.E 1' 0" 1 0" ' PREFINISHED METAL PANEL /-0/� /-0// 4"DEPTH THERMALLY BROKEN CAP/FLASHING/COPING I PREFINISHED METAL PANEL 1 TRANSLUCENT WALL SYSTEM 4"DEPTH THERMALLY BROKEN CAP/FLASHING/COPING TRANSLUCENT WALL SYSTEM CLADDING PANEL CLADDING PANEL SYSTEM SYSTEM CLADDING CLADDING PANEL SYSTEM _ CLADDING PANEL- (V\101 CW01> KW01) KW01) KW01) CW01> CW01> CW01> 4 SYSTEM CLADDING PANEL SYSTEM M CW02 CW01> W01 ( i)W0 SYSTEM PANEL \ 0000 \ I I C > SYSTEM O O �O O APPLE VALLEY SYSTEM CLADDING PANEL r SYSTEMCLADDING PANEL 0 0 0 CENTRAL MAINTENANCE FACILITY\ \ PREFINISHED INSULATED = CLADDING PANEL = CLADDING PANEL OVERHEAD DOORS W/ ' 11 I Li I W U I u, SYSTEM SYSTEM TINTED D.I.G. \ \ i I I 12"INSULATED PRECAST 12"INSULATED PRECAST 12"INSULATED PRECAST I 12"INSULATED PRECAST WALL PANELS WALL PANELS WALL PANELS WALL PANELS I� WITH REVEALS/FORMLINER CW03> WITH REVEALS/FORMLINER WITH REVEALS/FORMLINER cc WITH REVEALS/FORMLINER 12"INSULATED PRECAST \ 12"INSULATED PRECAST WALL PANELS / A\ 12"INSULATED PRECAST WALL PANELS �� - 12"INSULATED PRECAST WALL PANELS WALL PANELS 6 O.D.STEEL BOLLARDS o (CONCRETE FILLED)W/HDPE oo - - e \ OVERFLOW ROOF DRAIN o / W05 DOWNSPOUT NOZZLE oo DOME TOP BOLLARD COVERS 0 \ 0 / 0 — \\ = // ---\---- \ LIGHT FIXTURES(SEE ELECTRICAL) HOLLOW METAL FRAME(PAINT) PREFINISHED INSULATED HOLLOW METAL DOOR&FRAME LIGHT FIXTURES(SEE ELECTRICAL) 6"DEPTH PREFINISHED PREFINISHED METAL' PREFINISHED METAL W/TINTED D.I.G OVERHEAD DOORS W/ (PAINT) ALUMINUM STOREFRONT LOUVER WITH DAMPER LOUVER WITH DAMPER TINTED D.I.G. WINDOWS W/TINTED D.I.G (SEE MECHANICAL) (SEE MECHANICAL) HOLLOW METAL DOOR&FRAME (PAINT) 6"O.D.STEEL BOLLARDS PROJECT NUMBER: W/TINTED D.I.G (CONCRETE FILLED)W/HDPE 21-22 DOME TOP BOLLARD COVERS DATE OF ISSUE: EXTERIOR ELEVATION EXTERIOR ELEVATION November 28, 2022 Ei EAST ELEVATION 1/8" 1 -0 E2) NORTH ELEVATION 1/8" 1 -0 DRAWN BY: TS/EW CHECKED BY: JLO REVISIONS: • any © if a ® c)*Ce\V" OIC A401 A401 CD GI4 M.A O A401 A401 N ``C/��0 ��\ 'V PREFINISHED METAL PANEL 1 0 PREFINISHED METAL PANEL 1 0 v- CAP/FLASHING/COPING i / 0// —LIGHT FIXTURES 4"DEPTH THERMALLY BROKEN CAP/FLASHING/COPING 4"DEPTH THERMALLY BROKEN /_0// C6C (SEE ELECTRICAL) TRANSLUCENT WALL SYSTEM TRANSLUCENT WALL SYSTEM 12"INSULATED PRECAST —12"INSULATED PRECAST 12"INSULATED PRECAST 12"INSULATED PRECAST WALL PANELS WALL PANELS WALL PANELS WALL PANELS WITH REVEALS/FORMLINER� WITH REVEALS/FORMLINER WITH REVEALS/FORMLINER I WITH REVEALS/FORMLINER CLADDING PANEL —12"INSULATED— WALL PANELS PRECAST o WALL PANELS 12"INSULATED PRECAST SYSTEM � I I I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION,OR CoKW01) KW01) KW01) KW01) KW01) KW01) WITH REVEALS/FORMLINER r, CW02> CW01> KW01) CW02> CW01> WITH REVEALS/FORMLINER REPORT WAS PREPARED BY ME OR UNDER MY DIRECT \ \ SUPERVISION AND THAT I AM A DULY LICENSED 12"INSULATED PRECAST 12"INSULATED PRECAST ARCHITECT IN THE STATE OF MINNESOTA. WALL PANELS WALL PANELS "' WITH REVEALS/FORMLINER o- WITH REVEALS/FORMLINER / 12"INSULATEDPRECAST \ I 12"INSULATED PRECAST WALL PANELS T WALL PANELS LIGHT FIXTURES ••, WITH REVEALS/FORMLINER co WITH REVEALS/FORMLINER (SEE ELECTRICAL) LIGHT FIXTURES \ CLADDING PANEL 12"INSULATED PRECAST �� " �� (SEE ELECTRICAL) 12"INSULATED PRECAST ‘ SYSTEM SIGNATURE WALL PANELS o 12"INSULATED PRECAST WALL PANELS c ' Es" WITH REVEALS/FORMLINER CW03> CW03> W03) WWALL PANELS ITH REVEALS/FORMLINERDATE WITH REVEALS/FORMLINER KW03) 4--. 12"INSULATED PRECAST WALL PANELS 12"INSULATED PRECAST T 12"INSULATED PRECAST WITH REVEALS/FORMLINER WALL PANELS �� �� �� �� �� V 12"INSULATED PRECAST WALL PANELS / I / N �� �� �� �� �� A / WALLPANELS 12"INSULATED PRECAST q / ) o i WALL PANELS LICENSE# - - - - - - �� OVERFLOW ROOF DRAIN o o a o o 1f� o DOWNSPOUT NOZZLE SHEET NAME /1¢ \ 1 ,_ / o / T F . M . HOLLOW METAL FRAME(PAINT) PREFINISHED INSULATED HOLLOW METAL DOOR&FRAME PREFINISHED INSULATED HIGH PREFINISHED INSULATED HOLLOW METAL FRAME(PAINT) LIGHT FIXTURES HOLLOW METAL FRAME(PAINT) PREFINISHED INSULATED HIGH W/TINTED D.I.G OVERHEAD DOORS W/ (PAINT) SPEED OVERHEAD DOORS W/ OVERHEAD DOORS W/ W/TINTED D.I.G (SEE ELECTRICAL) W/TINTED D.I.G SPEED OVERHEAD DOORS W/ EXTERIOR TINTED D.I.G. W/TINTED D.I.G POLYCARBONATE WINDOWS TINTED D.I.G. POLYCARBONATE WINDOWS HOLLOW METAL DOOR&FRAME HOLLOW METAL DOOR&FRAME HOLLOW METAL DOOR&FRAME 6"O.D.STEEL BOLLARDS HOLLOW METAL FRAME(PAINT) 6"O.D.STEEL BOLLARDS 6"O.D.STEEL BOLLARDS 6"O.D.STEEL BOLLARDS ELEVATION S (PAINT) (PAINT) (PAINT) W/TINTED D.I.G (CONCRETE FILLED)W/HDPE W/TINTED D.I.G (CONCRETE FILLED)W/HDPE (CONCRETE FILLED)W/HDPE W/TINTED D.I.G W/TINTED D.I.G (CONCRETE FILLED)W/HDPE DOME TOP BOLLARD COVERS DOME TOP BOLLARD COVERS DOME TOP BOLLARD COVERS DOME TOP BOLLARD COVERS E3 \ � EXTERIOR ELEVATION EXTERIOR ELEVATION SHEET NO:WEST ELEVATION 1/8" = 1'-0" �� SOUTH ELEVATION 1/8" = 1'-0" F/vl A. 301 PRINTED: 11-28-2022 FILE NAME: 21-22 FM A-301 Exterior Elevations_Maintenance.dwg i I i 1 , Iu.n — /1 InsuA r L.1 r � �: rvnaw+cc 1 I,B.vBBrA ryjBpp 006010 MLitt MPG l0111.1,03 MIT BUDW WPM.&LLra CC[ pmueJx I B.NBlJ R+BBB�A ya'v.1 I,tmisf.l /--_III Mar it Grrt G•h <2; R `� • —_ram — wnxo a rna rqa •I I I \ 1". 1 — I H I T MONO DJ01103 —I 1 t _ , - ` Berea P BrBna� " A I i_.„ _. ._ ___ ___ _. . ._•. __ •. _ ..__ _ . _ . _ CAMPUS SITE PLAN CMF • • • • • • • • • • • • APPLE VALLEY CENTRAL MAINTENANCE FACILITY (e..,A Apple ii FACILITY DESIGNATOR_ OERTEL Valley OCTOBER 17, 2022 ARCHITECTS tom. .N } �-::` If - .1 4."‘' '' ..f.,...... ..'-::. :7:,......-.: ..7.,L,;:-:-.A.:.'i-:Llj.t. 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' „,....,,..r:.;•. . . 1/25/2023 City of Apple Valley Central Maintenance Facility Expansion 2022-2023 City Council Meeting January 26, 2023 A 'valley Central Maintenance Facility Expansion 2022 1. Demolition of existing warm storage building 2. Expansion of four building areas totaling 45,485 sq. ft. a. Office expansion — 1,381 sq. ft. b. Parks Truck Garage — 1,040 sq. ft. c. Vehicle Storage Addition — 24,818 sq. ft. d. Fleet Maintenance Building— 18,240 sq. ft. Site Improvements u. Dedicated right turn-lane b. Remove drive access to 140th St. W. c. Add visitor and staff parking Apple 1 1/25/2023 Requested Actions Central Maintenance Facility Expansion Project— 2022-2023 Planning Commission's Resolution Finding Consistency with 2040 Comprehensive Plan Variance — Building Coverage - Increase maximum building coverage from 20.8% to 22% Variance — Parking and Drive Aisle Setbacks - Parking setback from 140th Street West reduced from 20' to 10'. Variance — Parking and Drive Aisle Setbacks from Flagstaff Ave reduced from 20' to 5'. Variance — Parking and Drive Aisle Setbacks from west property line reduced from 20' to 5'. Site Plan Review/Building Permit Authorization AppValley Area Map - 6442 - 140th St. W. . -. '� `'( i qLc ry- r ev p 1 <PM . 'i gyp 1 C- 'a -.YI ' ' r O �r . • E it., 4 'is 71 1 RT 3.e ISSgLg3'11 01 I. 'Wgy O flSW / faikr, k °.'4. - -* I -�' FLYCATCHER, Ey 14 ''cam 3 yam., l LL �I1- Apple- I vamp" 2 1/25/2023 2040 Comprehensive Plan I LD LD LD nLcoN AVE a LD j FoxraL Ln,aotR srw 11. 11 .46 FLlx,w000w„Y LL �- -- w 15 e -LD LD i 4p z FDREs,Lx<Da 3 fi�Gt LD -''''''LD 8 LD Qr`"g4. - P s LD zz hy > LLLD SITE LD LD 8 Fo INS IIII a S S W LD LD �o�oDFwar LL P LD i LD p FRIDLEY WRY IND o Wp. 0 LD FLOMWAYA $ aP LD PAP w 3 LD `3w LD ^9LD FLwcwnv s� sn.x s.w °' Apple Valley Zoning Map ���4 sw E F �3LJ !IF ae,s+'� p ' tá [Iil I • VITIX.YXDh n!aism IIII ;MO ° •-•Ili alawatti -''``ri t+n■ 4SITEiii F. 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Apltlley 6 1/25/2023 Landscape Plan :1=1 i - vi _ I .r�'Ff i II c jr Ili T i � :7" :"::11r====='. ..... .� _. _4 � �ti III '� I I j . e 11® Ap ., Elevations CMF Main v r .R _; - — -I 11 :. W KR I: 7 -13 f -- - ---1 L „3.-b ;:I I ...,.Wif s 1 1_7 " .J4 --— - ,•.. Q i_ 1 + — .M. w J J J Se- - ..Tj i �m �. ■, . _' _' - Apple valley n� I 1 © fI-EI�I , : T :I -. 7 1/25/2023 Elevations Fleet Maintenance 411. 4.1 qP..r CV. i - i i - 4 4 - �+; — 1111 4 4 .�. 4 .�. >i - -'- .' :' , t \ :. ; :- ,�.1. %\ c ,.+• Apple. ey.,� I � wwiw—Color Rendering ,:r , .. .. tip- , APPLE VALLEY CENTRAL MAINTENANCE FACILITY /A ... AppleVa �p�Ean�EsGNaroR_ .,entry A •E RI,I Apple ARC,Irrrtim valley 8 1/25/2023 Color Rendering • • APPLE VALLEY CENTRAL MAINTENANCE FACILITY . FACILITY DESIGNATOR CMF entry option �,�a„� „Apple,. FACILITY Apple Valley ARCHITECTS Valley) Color Rendering ;-.P.' , Air.. d yr.: APPLE VALLEY CENTRAL MAINTENANCE FACILITY AN =•> Apple„ FACILITY ESIGNATOR CMFenh option T TI.I Apple Valley q D R(I IITL(TS Valley 9 1/25/2023 Color Rendering „ate II 11.11_o.M 's 1....5-. 3„—y :7 1 ••�:• APPLE VALLEY CENTRAL MAINTENANCE FACILITY ,.` Apple FACIAl•VO SIGNATOR CNIF T Apple Valley A&CAE valley Color Rendering iiiiir I I APPLE V N N AQII ,} [L?' rl ( E :Fig ► � E o11 ••?: I APPLE VALLEY CENTRAL MAINTENANCE FACILITY V," =� Apple A�IEttD�ESIGNATOft_ tUI RTEL Apple Valley ARCHITECTS valley 10 1/25/2023 Resolution Finding Capital Improvement Consistent with 2040 Comprehensive Plan Minnesota Statutes, Section 462.356, Subdivision 2: Subd. 2.Compliance with plan. After a comprehensive municipal plan ... has been recommended by the planning agency and a copy filed with the governing body, no publicly owned interest in real property within the municipality shall be acquired or disposed of, nor shall any capital improvement be authorized by the municipality... until after the planning agency has reviewed the proposed acquisition, disposal, or capital improvement and reported in writing to the governing body ... its findings as to compliance of the proposed acquisition, disposal or improvement with the comprehensive municipal plan. °valley Resolution Finding Capital Improvement Consistent with 2040 Comprehensive Plan 1. Key 1-Service: The Central Maintenance Facility provides City required services to maintain City infrastructure and land. Key 2-A Great Place to Live: The operations at the Central Maintenance Facility provide services which support the transportation system, maintain the parks system,and enhance the unique qualities of Apple Valley. Key 4-Safe: The Central Maintenance Facility operations provide safe transportation by maintaining and enhancing public roadway and infrastructure needs. Key 5-Parks to Experience: The parks department,which is located at the Central Maintenance Facility, provide services necessary to maintain and preserve the natural environment of Apple Valley. Key 6-Healthy and Active: The services provided at the Central Maintenance Facility allow for the residents of Apple Valley to have access to the many recreation facilities through the system of sidewalks,trails, and bike lanes connecting the neighborhoods of the City. "" 6. Key 7—Sustainable App valley 7. Key 8-Accessible 11 1/25/2023 Variance - Practical Difficulties Definition of "Practical difficulties": The applicant proposes to use the property in a reasonable manner not permitted by the zoning provisions of the code; The plight of the applicant is due to circumstances unique to the property not created by the applicant; and The variance, if granted, will not alter the essential character of the locality. Economic considerations alone do not constitute practical difficulties. A valley Variance - Practical Difficulties Factors to determine whether "Practical Difficulties" exist: Special conditions apply to the structure or land in question that are particular to the property and do not apply generally to other land or structures in the district or vicinity in which the land is located; The granting of the proposed variance will not be contrary to the intent of this chapter; The special conditions or circumstances do not result from the actions of the owner/applicant; The granting of the variance will not merely serve as a convenience to the applicant, but is necessary to alleviate practical difficulties in complying with the zoning provisions of this Code; and The variance requested is the minimum variance necessary to alleviate "valley the practical difficulty. 12 1/25/2023 Building Coverage & Setback Variances VARIANCES Building Coverage 20.8%to 22% Parking Lot from 140th St.W. 20'to 10' ;i� — — Drive aisle/circulation from Flagstaff 20'to 5' • -- --; -7 . -- Drive aisle/circulation west property line 20'to 5' ; v.lry f J U -.._,.... A .-.,' ;,, *11 -ter I Zi O 3 a "74 T ' I _ - : A i , val t 7 I os Z~era Findings for Practical Difficulty - Summary 1. One centralized Central Maintenance Facility best serves the City. 2. Additional building space is needed to best meet the City's operational requirements according to the 2019 Facility Needs Assessment Study. A pipeline easement cuts through the middle of the property which constrains development. Buildings are pushed to the edges of the property and supporting drive aisles and circulation lanes are also pushed to the edges of the property. The City continues to grow, so do the number and size of maintenance vehicles. Larger maintenance vehicles require larger turning radii to most efficiently and effectively enter and exit the buildings. AP;Ivalley 13 1/25/2023 Planning Commission Recommendation At its December 21,2022,meeting,the Planning Commission voted unanimously to recommend approval of the project, based upon certain findings and subject to conditions. Accept Apple Valley Planning Commission Resolution No.2022-02 finding that Capital Improvements to the Central Maintenance Facility(CMF)conform to the City's 2040 Comprehensive Plan. 2. Adopt Resolution Approving Variance to Allow Increased Building Coverage from 20.8%to 22%. 3. Adopt Resolution Approving Variance for Parking Lot Addition Setback from 140th Street W.from 20'to 10'. 4. Adopt Resolution Approving Variance For Drive Aisle/Circulation Area Setback from Flagstaff Avenue from 20'to 5'. 5. Adopt Resolution Approving Variance for Drive Aisle/Circulation Area Setback from West Property Line from 20'to 5'. 6. Adopt Resolution Approving Site Plan Review/Building Permit Authorization for Four '4pvalley Building Addition Projects Totaling 45,500 Sq. Ft.and Site Improvements. Questions? Apple valley 14 1/25/2023 PC Recommended Actions - Summary 1. Recommend approval of a variance to allow building coverage to increase from 20%to 22%, based on the findings (1-4): Recommend approval of setback variances: Recommend approval of a variance to reduce setback for the parking lot addition from 140th St.W.from 20'to 10', based on the findings(1-4): Recommend approval of a variance to reduce the setback for the drive/circulation lane from Flagstaff Ave from 20'to 5', based on the findings(1-4) Recommend approval of a variance to reduce the setback for the drive/circulation lane from the west property line from 20'to five feet(5'), based on the findings(1-6) Recommend approval of the site plan review/building permit authorization for demolition of warm storage building, remodeling of existing Central Maintenance Facility(CMF) and new construction and additions totaling 45,500 sq.ft. Recommend approval of the draft Resolution finding proposed Capital Improvements to CMF consistent with 2040 Comprehensive Plan. A valley PC Recommended Actions - Detail 1. Recommend approval of a variance to allow building coverage to increase from 20%to 22%,based on the following findings(1-4): Findings: The Central Maintenance Facility(CMF)operational needs are best served on one central campus;one campus increases productivity, minimizes response times,and promotes staff safety,communication and cohesion. Additional building area on the existing CMF site is needed to meet the operational requirements of Public Works identified in the 2019 Facility Needs Assessment study. The CMF site was previously zoned 1-2"General Industrial"which allowed building coverage of 30%. In 2010,the site was rezoned to P"Institutional",which restricts building coverage to 20%. The CMF building is a unique facility within the"P" (Institutional)zoning designation. A municipal maintenance facility requires additional building area to store large vehicles, specialized equipment and maintenance materials. A valley 15 1/25/2023 PC Recommended Actions - Detail 2A: A variance to reduce the setback for the parking lot addition from 140th St.W. from 20'to 10', based on the findings listed below(1-4): Findings: The 2019 Facility Needs Assessment Study determined that additional staff and visitor parking is needed for CMF operations. One existing access drive onto 140th St. W., is proposed to be removed. Removing the drive isolates access to and from 140th St. W., and will minimize traffic interruptions within the site. Removing the access to 140th St. will improve the functioning of 140th St. W. while providing additional room on the site to add the needed parking. The new parking will encroach upon the required parking setbacks for the site, however the new parking spaces will align with the existing adjacent parking spots, Apavalley with equal distance from 140th St. W. PC Recommended Actions - Detail 2B. A variance to reduce the setback for the drive/circulation lane from Flagstaff Ave from 20'to 5',based on the findings listed below(1-4): Findings: The new Fleet Maintenance building, located at the northeast corner of the site, has drive- through maintenance bays for operational efficiencies.The drive-through bays require a drive lane on the east side of the building,adjacent to Flagstaff Avenue. The eastern drive lane is also needed for bulk fluid delivery related to Maintenance operations. The proposed east drive lane aligns with the existing abutting drive lane,serving the Water Treatment Plant(WTP),just to the south.The drive aisle for the WTP obtained a setback variance in 2012. The CMF site is encumbered with a 75'wide gas line easement that restricts the placement of buildings on the site. The buildings must be located on the edges of the site, pushing the accompanying parking/circulation lanes further east. A valley 16 1/25/2023 PC Recommended Actions - Detail 2C. A variance to reduce the setback for the drive/circulation lane from the west property line from 20'to five feet(5'),based on the findings listed below(1-6): Findings: A study was conducted that found that the proposed Vehicle Storage addition requires additional drive area on the west side of the site in order to maximize operational efficiencies and staff safety. The existing west drive aisle pavement edge from the property line varies along the west property line. The proposed drive lane would provide a straight drive lane,and align with the existing drive lane towards the south end of the site. One consistent curb edge will provide a more functional and cohesive design. The length of the newest maintenance vehicles is longer than previous vehicles,resulting in the need for larger turning area into the buildings. Allowing additional area for turning results in single turning movement into the new building,omitting the need to back-up and the need for multiple turning movements to access/exit the building. The new Vehicle Storage addition provides covered parking areas which are currently lacking on the CMF campus. The new building will also minimize the visual impact to the neighbors of parking maintenance vehicles outside on the site. The CMF site is encumbered with a 75'wide gas line easement that restricts the placement of buildings on A `alley the site. The buildings must be located on the edges of the site,pushing the accompanying parking/circulation lanes further west. PC Recommended Actions - Detail 3. Recommend approval of the site plan review/building permit authorization for demolition of warm storage building, remodeling of existing Central Maintenance Facility (CMF) and new construction and additions totaling 45,500 sq. ft. 4. Recommend approval of the draft Resolution finding proposed Capital Improvements to CMF consistent with 2040 Comprehensive Plan. A valley 17 1/25/2023 Resolution Finding Capital Improvement Consistent with 2040 Comprehensive Plan Key 7-Sustainable: Numerous components to enhance the overall sustainability of the campus. A series of systems strategies have been implemented into the designs including: Upgrading insulation values Replacing existing windows Kalwall "windows" at the new Fleet Maintenance building Replacing existing overhead doors New LED lighting throughout Solatube skylights in the new Fleet Maintenance building and Vehicle Storage addition Occupancy sensors in most areas without automatic dimming, light level adjustments High efficiency gas fired water heaters Provisions for PV(solar) panels at the new Fleet Maintenance building and Vehicle Storage addition New high efficiency HVAC systems at renovated and new facilities Apple Valley The current energy analysis models indicate a 23%peak kW savings over baseline systems for the building(s) Resolution Finding Capital Improvement Consistent with 2040 Comprehensive Plan 7 Key 8-Accessible: CMF provides the services to maintain the multifaceted transportation system which support and enhance the City of Apple Valley. Additionally,the proposed Central Maintenance Facility improvements include ADA improvements which will make the building more accessible to those with mobility needs. A valley 18 1/25/2023 Findings for Practical Difficulty - Building Coverage Building Coverage—Allow Increased Building Coverage from 20.8%to 22%. The Central Maintenance Facility(CMF) operational needs are best served on one central campus; one campus increases productivity, minimizes response times, and promotes staff safety, communication and cohesion. Additional building area on the existing CMF site is needed to meet the operational requirements of Public Works identified in the 2019 Facility Needs Assessment study. The CMF site was previously zoned 1-2 "General Industrial" which allowed building coverage of 30%. In 2010,the site was rezoned to P "Institutional", which restricts building coverage to 20%. The CMF building is a unique facility within the "P" (Institutional) zoning designation. A municipal maintenance facility requires additional building area to store A•'` large vehicles, specialized equipment and maintenance materials. "valley s Parking Setback ®� -__ -_ `73 - :. 7* ,,- . r 4 - w VEXIttEREYM\ midi��p XD un 1©I ..�„ • ell 0 .1:1,1/4 -----, cp;.:141::::===i1...° '' '-\. -- 1 . . c i z, ._,_r ! 14'' 4V;i:;4:,'':;.::' :4. ';'::;.-;:. e •.‘ _ . , VD II 1,10 a ._ `GARAGE ice\ u. 19 1/25/2023 Findings for Practical Difficulty - Parking Setback from 140th St W 2A. Parking setback variance from 140th St. W. reducing setback from 20' to 10'. a. The 2019 Facility Needs Assessment Study determined that additional staff and visitor parking is needed for CMF operations. b. One existing access drive onto 140th St. W., is proposed to be removed. Removing the drive isolates access to and from 140th St. W., and will minimize traffic interruptions within the site. c. Removing the access to 140th St. will improve the functioning of 140th St. W. while providing additional room on the site to add the needed parking d. The new parking will encroach upon the required parking setbacks for the site, however, the new parking spaces will align with the existing adjacent parking spots, with equal distance from 140th St. W. A valley Parking • Drive aisle/ f�� lad Circulation M1 - VEXIttE z. p�a Setback from -Io__ , . Flagstaff Ave 1 ' � �j, -- - W1 E��9 � ® I -- , e ~� 3 VIA H :1 E ="'-' WEB. \\� `°4 wit0E3e 20 1/25/2023 Findings for Practical Difficulty - Drive Aisle/ Circulation Setback from Flagstaff Ave 2B. Setback Variance for Fleet Maintenance Parking/Circulation reducing setback from 20' to 5'. The new Fleet Maintenance building, located at the northeast corner of the site, has drive-through maintenance bays for operational efficiencies.The drive-through bays require a drive lane on the east side of the building,adjacent to Flagstaff Avenue. The eastern drive lane is also needed for bulk fluid delivery related to Maintenance operations. The proposed east drive lane aligns with the existing abutting drive lane,serving the Water Treatment Plant(WTP),just to the south.The drive aisle for the WTP obtained a setback variance in 2012. The CMF site is encumbered with a 75'wide gas line easement that restricts the placement of buildings on the site. The buildings must be located on the edges of the ANT: valley site, pushing the accompanying parking/circulation lanes further east. Parking Drive Aisle/ Circulation Setback © FLAGSTAFF AVE ��pp - '_ hem _ a -Q• a __ �`� A ° I -_ -�Q__a®-- ,_ .,..,•:.--..:,,,,i_.,--*-:7-1 -'r*7.0.:--cr (11)- 1-----14-, 'TT g.711-----, ".s.--i":;._a VIMICURPIM N f ' ji '7,.,.".-:•-7 ,. . — r. ,,,•:_...„,...„.T.,, • ____,_...... _.. ,..., . „ .., , • , Z-)-il?-4--"--->Cr . /-A 1 " li i .,\\ ra'ern"`"' Ni i„, ..- :,,:4 .:. ,•S:4''S Lri - R F O T1 J ♦. . yee. - '-r i _ z- :.. .. J _ e. ;+ it---�-.�". 1 - f ,4 toff ! N � _;I \\��� , _ �� �_ e sees. \ e _,I 'CO \ •' . AMIDE 21 1/25/2023 Findings for Practical Difficulty - Drive Aisle/ Circulation Setback from West Property Line 2C. Drive aisle setback variance from west property line abutting residential parcels from 20' to 5'. A study was conducted that found that the proposed Vehicle Storage addition requires additional drive area on the west side of the site in order to maximize operational efficiencies and staff safety. The existing west drive aisle pavement edge from the property line varies along the west property line. The proposed drive lane would provide a straight drive lane, and align with the existing drive lane towards the south end of the site. One consistent curb edge will provide a more functional and cohesive design. The length of the newest maintenance vehicles is longer than previous A valley vehicles, resulting in the need for larger turning area into the buildings. Variance for Drive/Circulation from West Property Line - Reducing from 20' to 5' (Cont'd) Allowing additional area for turning results in single turning movement into the new building, omitting the need to back-up and the need for multiple turning movements to access/exit the building. The new Vehicle Storage addition provides covered parking areas which are currently lacking on the CMF campus. The new building will also minimize the visual impact to the neighbors of parking maintenance vehicles outside on the site. The CMF site is encumbered with a 75' wide gas line easement that restricts the placement of buildings on the site. The buildings must be located on the edges of the site, pushing the accompanying parking/circulation lanes further west. AP;ivalley 22 1/25/2023 Landscape Plan (Full Site) • —•—__l .FLAGSTAFF AVE --'--- 1____i_rit. ,� .� . _ ��F. CM FValley ' ign \ .,. i_.I -° • Des A. 1 t `' DeDevelopment}f ' _ —yT"-.) . e•I 1x.g,. Renew Set • z. :' Jj I. Apple Valley 111, Oblique Aerial - Looking South r` � _ , � • / CRiii __ l'ill.4 _ f . - ` - . so/ �� P eV. nyccej -- r tf S'•A l k vs , :•- �" . APValley 23 • ITEM: 5.C. ..... :�. Apple COUNCIL MEETING DATE: January 26, 2023 Valley SECTION: Regular Agenda Description: Adopt Resolution Approving Site Plan/Building Permit Authorization to Construct 5,090 Sq. Ft. Retail Building on Lot 2, Block 1, Cobblestone Lake South Shore 9th Addition Staff Contact: Department/ Division: Alex Sharpe, Planning and Economic Dev. Spec. Community Development Department Applicant: Project Number: Obsidian Cobblestreet, LLC PC22-25-B Applicant Date: 11/23/2022 60 Days: 1/22/2023 120 Days: 3/23/2023 ACTION REQUESTED: Adopt the resolution approving a site plan and building permit authorization for a 5,090-sq. ft. retail building for Obsidian Cobblestreet, LLC. SUMMARY: For consideration is a request from Obsidian Cobblestreet, LLC, for a site plan and building permit authorization for a 5,090-sq. ft. retail building at 15748 Emperor Ave. The site has been previously platted and all park dedication was satisfied through the Cobblestone Lake development. The site is .71 acres and is located at the northeast corner of Emperor Ave and 158th St. W, south of Caribou and CLOVR Life Spa. The building is proposed to be split into two retail spaces, the first, a 2,485 sq. ft. gym/athletic user, and a future retail tenant for the remaining 1,772 sq. ft. The Planning Commission reviewed this application on January 4, 2023, and unanimously recommended approval with conditions. The Planning Commission specifically noted that additional sidewalk connections and striping be added for pedestrian connectivity. The applicant has included the requested changes in the final site plan for City Council review. The 60-day application extension letter has been sent to the applicant extending the review period to 120 days which required the City to act on the application by March 23, 2023. BACKGROUND: Comprehensive Guiding and Zoning The site is guided "C" (Commercial) in the 2040 Comprehensive Plan. Commercial areas include a wide variety of retail, office and service uses that vary in intensity and off-site impacts. The City uses the zoning ordinance to regulate the intensity and characteristics of development. The site is zoned "PD-703" Zone 6, which allows a variety of retail, office, restaurant, and athletic uses. The applicant is currently proposing a gym user in the larger tenant space, which is a permitted use within the zone. Site Plan Site access was previously established with a shared drive off of Emperor Ave, and a direct access to 158th St. W. The building is oriented to face north with the primary parking field to be shared with the adjoining lot to the north. There are 31 parking stalls provided, which should allow for most uses on the site in combination with the athletic/gym space. A cross access and parking agreement exists with this lot, and the lot to the north that was established at the time of the Cobblestone Lake South Shore 9th Addition plat. Site Grading, Storm Water and Utilities The site is relatively flat with just over 3' of grade change on the site from west to east. Storm water for this site is managed through the overall Cobblestone Lake development and an underground infiltration system is not required. Utilities are stubbed to the site from 158th St. W. Building Elevations The submitted building elevations meet the performance standards in the Cobblestone development. After the initial Planning Commission review the applicant has added additional material variation on the side and rear facades. The parapet wall for the building only extends to one side of the structure. At this time, the placement of rooftop HVAC (RTU) units cannot be determined. Screening of these units is required by code. The applicant can either anticipate to screen one of the units, or extend the parapet wall to ensure that future RTUs can be placed in compliance with ordinance. Landscape Plan Ordinance requires that the building install landscaping at 2.5% of the means construction cost of the building/site. The current landscape plan may not meet this provision, but a nursery bid list at the time of building permit will be used to confirm compliance with ordinance. This is a small site and in similar cases the City has allowed the landscape budget to be utilized on other site/aesthetic improvements such as private art for public viewing, improved materials for outdoor patios, or environmental sustainability improvements like EV charging stations. If the landscaping is found to be under the code requirement, staff suggests utilizing one of these alternative methods. Lighting Plan In commercial and industrial areas, any light or combination of lights that cast light on any adjacent commercial or industrial property shall not exceed one-foot candle as measured at the property line. Also, any lighting used to illuminate an off-street parking area or sign shall be arranged so as to deflect light away from any adjoining residential zone or from the public streets. Direct glare from floodlights or similar sources, shall not be directed into any adjoining property or public streets, and all the source of all lights shall be hooded or controlled in some manner so as not to light adjacent property. Mitigative measures shall be employed to limit glare and spill light to protect neighboring parcels and to maintain traffic safety on public roads. These measures shall include lenses, shields, louvers, prismatic control devices and limitations on the height and type of fixtures. Any light or combination of lights that cast light on any adjacent commercial or industrial property shall not exceed one- foot candle as measured at the property line candles at ground level. The applicant shall submit a lighting plan at the time of building permit that shows that the development will be in compliance with the City's lighting requirements. The hours of illumination of any signage directly adjacent to a residential area shall be restricted. Signs The submitted plans show building signage locations on their building elevations. No signage details have been included with their submission. Approval of the site plan/building permit authorization will not constitute sign approval. A separate sign application will need to be submitted and approved prior to erecting any signs. Signage and identity structures shall be incorporated into a landscape design and shown on landscape or site plans. All signage shall be in conformance with Chapter 154 of the City Code and any special performance standards set forth the planned development ordinance. Environmental Considerations Staff has encouraged the applicant to utilize sustainable materials, design, and heating/cooling options. The applicant is currently evaluating sustainable practices and will provide the City with details on items it will be installing that meet sustainability best practices. BUDGET IMPACT: Park dedication has been previously satisfied through the overall Cobblestone development. ATTACHMENTS: Resolution Area Map Zoning Map Memo Plan Set Presentation CITY OF APPLE VALLEY RESOLUTION NO. 2023- A RESOLUTION AUTHORIZING ISSUANCE OF A BUILDING PERMIT FOR OBSIDIAN COBBLESTREET RETAIL 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 property is legally described as: Lot 2, Block 1, Cobblestone Lake South Shore 9th Addition; 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 January 4, 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 Schuler Shoes is hereby authorized, subject to all applicable City Codes and standards, and the following conditions: 1. If the Building Permit is not paid for and issued within one (1)year of the date of approval, the approval shall lapse. 2. Construction shall occur in conformance with the site plan dated January 17, 2023, on file with the City, including parking lot paving and a non-surmountable concrete curb and gutter. 3. Construction shall occur in conformance with the landscape plan dated January 17, 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 2.5% landscaping requirement at the time of building permit application. 4. Construction shall occur in conformance with the utility plan dated January 17, 2023, on file with the City. 5. Construction shall occur in conformance with the elevation plan dated January 17, 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 dated December 29, 2022. 8. Trash enclosures shall be screened in conformance with City Code. 9. 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. Additional screening of HVAC units where parapet walls are not proposed may be required. 10. 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. 11. 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. 12. Construction and earthmoving activities shall be limited to the hours of 7:00 a.m. to 7:00 p.m. Monday through Friday. Due to proximity to residential uses weekend construction hours are prohibited without City Council authorization. 13. 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. 14. 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. 2 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 26th day of January, 2023. Clint Hooppaw,Mayor ATTEST: Pamela J. Gackstetter, City Clerk 3 • I sil ► h. • f !� , !it • — lf/- 1....0 r.1 ' ; ' , ' 157TH ST W ii ' 11w t�IR�6�`�s ,.�Omain �. 7' .�` 11E911116� -,. a e o r �� RLi 1 II F -, •uiFWAW ' r„, r -:NE14,404, 1 J 6 Y • t-% 7 I �„ W 158TH„STD - 9 $.,.. .G.,. '1 9 Ini lirllilIK `,, r, i "�,--r � a .. 8 - a W \� SITE 1. P ,p.::a FS . . . 1 jNtinftW11111�F A .r B "� - I ' it 158TH ST W I F• `0. it to, 7. e 111 G F 4 �„ f3` 9 AiE l:gKFi9tK 6 ' .1- r. . c , _. _, ,ii . _ , eFN. iF F i •. POr r .• 4. { Fr.....r., 0 >•� ' ', _ 159TH ST 4 P I Obsidian Cobblestreet Mall NA a, , 7, ,,.. �� G i� L�l I���N.i�yP{i<� 15748 Emperor Ave .�:,�T i..r-q.yfn� J' ^' •••• 0 100 200 300 Feet t�ul■► o n'Ib11i114ik_'i�i. Mtn �L Apple �, ,p 1 ti ^4 ,._, �,2 m. Valley \ N' PD-706 Zone 6 Ix— 157TH ST W 157TH ST W m O \ z \\ 2 \ 0 H O a PD-706 Zone 6 P ❑ W a m PD-706 ce YZone 6 w 158TH ST h i- a a illPD-706 SITE illi Zone 6 158TH STW COBBtESTO NE. LAKE. PKWYS 10111/ el PD-706 I Zone 5 CO I = 159TH ST W 3 W i Obsidian Cobblestreet Mall N14.ire.. r, �.,�` `twill iii. e� ► e���,�;7t�}CIi1C�''�'r 15748 Emperor Ave ` , Afi.147.woi-i' ' rifkimn...rilfwm1r mr455174r-g •••• 0 100 200 300 Feet Ml■1 ���&ciA��_'���.. Mtn ,L Apple �, ,r ' ti z^- ,_, m.i, Valley - ... •:... :.. CITY OF Apple Valley MEMO Public Works TO: Alex Sharpe, Planner FROM: Jodie Scheidt PE,Civil Engineer DATE: December 29,2022 SUBJECT: Obsidian Development, LLC Site Plan Review per plans dated 12/02/2022 Alex, The following are comments regarding the Obsidian Development, LLC Preliminary Plans dated December 2, 2022. Please include these items as conditions for 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. A Natural Resource Management Permit(NRMP)will be required prior to any land- disturbing activity commencing. 6. Public Work Department(952-953-2400) shall be notified a minimum of 48 hours for any required water main shutdowns and/or connections. 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 commencing. Site 10. 158th street is private and would need HOA or CDA approval for closure. 11. Connect the sidewalk along the east side of the building to the sidewalk along 158th St W. 12. Add crosswalk striping from the existing pedestrian ramp on the north side of the private drive to the proposed building. Grading&Drainage Plan 13. Final Storm Water Pollution Prevention Plan (SWPPP)shall be included with the plans and shall be reviewed and approved by City Engineer. 14. Final Grading Plans shall be reviewed and approved by City Engineer. 15. Label the EOF's on the grading plan. Erosion Control Plan 16. Include additional inlet protection along 158th Street W. 17. Include a barrier, such as bio logs along the site's north side to protect the parking lot and businesses to the North. Storm Sewer 18. Final locations and sizes of the Storm Sewer shall be reviewed with the final construction plans and approved by City Engineer. 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. 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 a location readily accessible per City of Apple Valley standard detail plate SER-6. Landscape and Natural Resources 21. Provide proof that the declaration of maintenance for stormwater facilities was recorded on the property. °' o NO. DATE DESCRIPTION O ° °• n a NOTES • BACKGROUND INFORMATION IS BASED ON A FIELD SURVEY BY LOUCKS, DATED MAY 5, 2017, AND RECORD DRAWINGS FROM THE CITY OF APPLE VALLEY. CEDAR CORPORATION DOES NOT GUARANTEE THE ACCURACY OF 1 5 7 th street V/est t 0 ° ° INFORMATION PROVIDED BY OTHERS. • THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING "GOPHER ° STATE ONE CALL" PRIOR TO COMMENCEMENT OF ANY GRADING, a° EXCAVATION OR UNDERGROUND WORK. REMOVE, ABANDON, RELOCATE _ ° OMA ° II ° ° EXISTING UTILITIES AS REQUIRED. ALL UNDERGROUND UTILITIES MAY NOT ° * 6"OA • 6"MA • 6"MA a BE SHOWN HERE. �'° a ° • `� zi • THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" AT o = Access Restriction Easemen er Doc. No. 2629560 ° ° ° a° ` 651-454-0002 AT LEAST 48 HOURS IN ADVANCE. a ° / , ° ° ° ° ° °a ° \ • THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY ° n ° � ' ° ° ° 43 ° ° 1111;° 10'04 , ° CONSTRUCTION PERMITS. i • THE CONTRACTOR SHALL VERIFY ALL PLAN DIMENSIONS BEFORE _ \., - \ o _933 o '�_ ° ° INSTALLATION & NOTIFY THE ENGINEER OF ANY DISCREPANCIES. �\ • ALL DIMENSIONS ARE SHOWN TO THE FACE OF CURB UNLESS OTHERWISE E \-V \ \ NOTED. ELEVATIONS ARE TO THE FLOW LINE UNLESS OTHERWISE NOTED. co o •N 37 - i �� \ z ANY SIGN OR FIXTURES REMOVED WITHIN THE RIGHT OF WAY OR AS PART r- o z W \I %� , . ° N OF THE SITE WORK SHALL BE REPLACED BY THE CONTRACTOR IN B ,_�\ ACCORDANCE WITH THE CITY REQUIREMENTS. THE CONTRACTOR SHALL co"F 30 933 / \ - 1� \ ° •� / PRESERVE AND MAINTAIN ANY EXISTING STREET LIGHTS AND TRAFFIC SIGNS 00 o N \ oq �i / PER THE REQUIREMENTS OF THE CITY. O >> » » » ,��� • ACCESSIBLE PARKING SIGNAGE & PAVEMENT MARKINGS SHALL BE IN •cU L /�/ \�� \ / ACCORDANCE WITH ADA & MINNESOTA RULES 1341.0502. E +; I I \ ° • B612 CONCRETE CURB & GUTTER SHALL BE INSTALLED AT THE EDGE OF �_ 6 _ \\ ° ALL COMMON DRIVES AND PARKING LOTS WITHIN THE SITE UNLESS [ -..- d- .,, �� ° OTHERWISE NOTED. I 9�� / / o I \ •/ / • CITY ENGINEER (APPLE VALLEY) MUST BE PRESENT TO INSPECT ALL w 0 \ ) �_ CONCRETE FORMS IN PUBLIC RIGHT-OF-WAY PRIOR TO POUR. MINIMUM :cut) / ° a 24-HOURNOTICEREQUIRED. Z • \ ,_________ Kc---- ) \ ------ " ,,,,,, A ' \ <\ I , 70 , ca ,,- \ I • ABBREVIATIONS - / I I °6"OA BLDG BUILDING a 13 4 C \ i 15730 EMPEROR AVE / ° a v ca APPLE VALLEY, MN 55124 o� I I CONC. CONCRETE /j , I ° CMP CORRUGATED METAL PIP - ELEV. ELEVATION w 3 a cu v i 5 » » / \ / EXIST. EXISTING zlaill U L A irl° z I EX. EXISTING (9 �1 " / IIII --�-- ________ _� HYD. HYDRANT W t j N a --__ _ - 100-- ------ INL. STORM INLET U L / I LL, °___----- - I INV. INVERT / I I I FL FLOW LINE _ IC T ° , • FF FIRST FLOOR U • 0 ,_____L 6OA HDPE HIGH-DENSITY POLYETHYLENE• 5"ELLAT. LATERAL LI * MH MANHOLE w B B / I ° I PVC POLYVINYL CHLORIDE PIPE o O O L v I I G RCP REINFORCED CONCRETE PIPE w z 0 v / D �� RAW RIGHT OF WAY � � Q � � Q 3 i / 77 / I SAN. SANITARY l- rY Q z z g O /// ° SDWK. SIDEWALK = zw U w � I � • 4"EL SEW. SEWER � HOB j � � z E / I SCM TOPROF CURB Q F U w a- _ z L w V 5730 EMPEROR AVE / (q • LL / I �/ TYP. TYPICAL w - O XAPPLE VALLEY, MN 55124 • 6"OA U WX° VAR. VARIABLE p a w W w Q :2L w\ / J zW w• �0- Ca2c~ Q Z Q • 4„EL z wQQ � QUw � dHw L A K , . f---F 65 \ 1 U it \ ® / � `jl ° �\ 1 \ CJ :s' (No Observable Buildings) / Aii / 1 W \ 7 v 93S ', � �1 v a Z C/) illE Z - - - V �5� �J� --'j.11 • 4„ELF Q Wyr —t 14 & / I / k 5.5 - - 75.5 i{ ( O O I �� r—y-y r—y-r x r� r-y � ) r—y-r x-r x-r x-r x-y r—y-r x-r x-r x-y J I I L LLl Iv (D �! o o HK K o >cY K K K K K K K K T o K K K /4 1 I l v Q) • 5„ELO I1-, 0 ° >�O >�i >� >�i >�i >K r >K r >K r >K r >K r >K r >� >� >K r >K r >�r >�r >�r x r _. >o- I I ° Q I 1- H --- / ; I i °CY — I 1 ; — — — L bi 1 11 ° J —1 / �' I, V —� 1 I I z _ Z a Lu W * i \ I I , ° Lu W / 15" HDPE STUB I I I STORM / I • 5"EL —I 112 Mro v BITUMINOUS ) I I 9 0 IV I I ro Z E— m 0 \ II ° Q II \ 1 \ P >-I ap _I it D 4co /I \ \ 1b14 I H >o I 4EL Q o v oSETBACK \ O° _ ' z E- I IJJ o AN LJ \t 1 1 ijn 1 \ i . , . I 0 0m > * ,� I 3 ` _ I � I- i m 5 V BUILDING I 40 \ILI __� W p W O APIPROACH \ SETBACK I __ I Q 0 L.L 0 O O 55 - - 5.5 (TO REMAIN) / / 0 ---_-__--_ I Z vJ O C� C� >> = 1 / /1/ A - too___ _--- I L.L W Q I G G G C // G 5„� ---___-� 0 W ° ° ° CIVIL DRAWING INDEX 0 p Q — / C100 EXISTING SITE CONDITIONS > ° — /• N _ �� / - 4 / C101 REMOVAL PLAN CO JOB NO. ° — � / I "! �'r�j. / C102 SITE PLAN C103 GRADING PLAN 06798-001 Q / z DRAWN BY: CHECKED BY: � 58th Street //est " I' C104 EROSION CONTROL PLAN 0 SAN O SAN SAN + SAN SAN —SAN SAN SAN SAN SAN SAN �� v / C105 UTILITY PLAN _ KAT RPK o 0 ° N N C106 LANDSCAPE PLAN ISSUE DATE N / C107 CONSTRUCTION DETAILS U 12.02.2022 g W W W W W W W W W EV, I C108 CONSTRUCTION DETAILS D SET TYPE ° {� 7 E) -<1 ' / PRELIMINARY 3 TD ° ° 4 ° u 4 °� ° \ °° ° 4 ° °° ° A 4 \ ° / ° o ° ° ° a \ / CO EXISTING SITE CONDITIONS O A ° z 4TH /� / i\ I I /. I / SCA 0 0 H- + 37 SHEET NO. \ / 0 10 20 40 "7I I p C 1 00 1 / z L / \ \ I I NO. DATE DESCRIPTION /Q i 4 / „ 0 zQ 4EL , IL V 15730 EMPEROR AVE APPLE VALLEY, MN 55124 / • 6"LEA U / / g iQ • 4' EL / Aail) v \ v / I • 4 N E I y+ p co O yy / 0 4 N Q •� El v °_ i 1 o E +;LW� � 4 ° Z •_- - � -- I /1 I O Q * 'EL * m 0 �P cr_ p 4 W s Pc or 6 ' if I CO L. 0 _ o0 _ Giii -46 e �n-�- - - - - - - - - - - - - ,yr� I CD I ¢ Q 03 Adore: 4 „ �4�' U _ NV - y - ; - - - - - - - • 5„EL V 10 ilec g E � � 0 sO 4Iz � o i4W�� PIF '� I , p 4 , z `� .I a Iwi W C7ZV REMOVE EXISTINGIII- IT I wd NW REMOVE EXISTING I z H �_ASPHALT '� I Q IQ CURB & GUTTER U) v •01 ca I ' � ai:11.4.1 I ¢ 0 ° I � � W I � w I o bEL Boa C 1 1 V — wDZZ W I V I 2 Q W I � cQz (nJH z H o o Z W 0 I . 4 Cl) cn izgcn � Hw > li. Ia O } > JiZ P » g � HmwJwz X � 1 •� I w - u) o wx2 � � Uwa - Z � . Xm GEL Q VUaHQ1- InElW2 •XZ 1 1 .q��� 0 m0- � wQWQ ?ct zXw REMOVE EXISTING i I S w w = co Q w w z ASPHALT & CURB i qN z z o z ° • Z 2 J Q 2 2 Q U / ap ,, 1 , i / W V I ..., / ° 4 REMOVE EXISTING / �— CONCRETE SIDEWALK I I IZ 4 I REMOVE EXISTING / g CURB & GUTTER 1 i » '.►I I „pA G U G G /i1/, V /4 1O / / 4 ° / . —,> » 1 >� \\\\ \\\\,, �\\ - „ >> >> >> - 1_,A1 � 0 I �// J I REMOVE EXISTING • ASPHALT / SAN SAN SAN SAN SAN SAI1 Ali I 5; I I SAN SAN SAN A V / H 4 158th STREET W / z w W W W W I / W II a — — — / MI= pa / N) p N �I/.J// p u 4 4 p p 11 '-i u p 4 4 p ° ° u 4 • / M I ° 4 4 p p Q p S p 4 , p 4 ° p 4p, ° 1 , 4 W o, / 00- I / \ / Z > Q w W o co NOTES 0 J z • ALL DEMOLITION MATERIALS SHALL BE REMOVED FROM THE SITE & ' V J Z 0o DISPOSED OF OFF SITE AS PER CITY & STATE REQUIREMENTS UNLESS / U Z0 Q OTHERWISE NOTED. cp o • ANY REMOVALS OR RELOCATIONS REQUIRED FOR CONSTRUCTION AND NOT Q _< 2 } SHOWN SHALL BE CONSIDERED INCIDENTAL TO THE DEMOLITION COSTS. 0 ^ J o FIELD VERIFY. �r� 0 0_ J g •• THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING -7 V �—^^ — i UTILITIES. REMOVE, ABANDON, RELOCATE EXISTING UTILITIES AS REQUIRED. z V J 11 o UNDERGROUND UTILITIES MAY NOT BE SHOWN IN THEIR ENTIRETY, FIELD W 0 VERIFY WITH MN ONECALL. / D_ • THE CONSTRUCTION LIMITS MAY BE ADJUSTED FOR UNFORESEEN I 0 0 Q >, CIRCUMSTANCES. J CO REMOVE EXISTING FACILITIES AS REQUIRED TO COMPLETE PROPOSED i JOB NO. CONSTRUCTION. I 06798-001 a • CONTRACTOR TO MAINTAIN ACCESS AT ALL TIMES TO 15730 EMPEROR AVE Q z DRAWN BY: CHECKED BY: S l 0 KAT RPK I i H ISSUE DATE U KEY U 12.02.2022 U - - - - - CONSTRUCTION LIMITS SET TYPE I 1 PRELIMINARY 3 TD o (f) REMOVAL PLAN O I \ Z °_aw I o 00 o co I -hi-- U f SCALE0 : 0 I 7.5 5 30 SHEET NO. I 0.) I- O U 1 D TE v ( : 16 L/ � / \ \ 1 GI NO. 01�1A7�23 P�D RAIMPION 0 . ..1 2Air / / I-- 6 ° Qo . - L / V 15730 EMPEROR AVE V APPLE VALLEY, MN 55124 / • U a _1 ' (r Z / Abl i‘ l14 a Q ✓ o ✓ / M. " E a co O / G) 11 a • co as Y CD 73 CO a.) (/) (1) ✓ 0_ 1 - o L W F li < Am z A F- Q * d V Li ,/ 1 1 _ , ‘.," • -4-4-__ \ 1 OD 0 CD " 1 la -Milliift I o CP _ 1► rrrrr-4z - N -A c� I `O � 1 A 40 IP 1 -, )))))>)>> vV 1 w )�' t' t' � )� )� )� )4 >t' t' )�' � )� )c� c� c� c� � )�' ; 1II cc I I I a � z ‹ MATCH O r 4. �11 . 4. C(D)C( )C( >C( - 4-- _"7 M a C/� o _ EXISTING �� %` %� ��S / I w v� �, - I - 0 MATCH I I w v I u ' a z ca p 9.0' 8.0 9.0' ��. W O 2 4.0' 9.0' ' ° I w D V . 6.7' 'ma r I U m U IZ tV // 6.6' B612 CONCRETE 18.5' CD 9.0' ►1 / 24.0' 18.0 Z IL > 9.0' CURB & GUTTER, Q TYP GREEN SPACE GUTTER OUT I z(TYP) I �i GREEN SPACE a Cn U42s � / I --- I , Q II /I,%WA A=E ---- B612 CONCRETE I PEDESTRIAN a O a a a 5' CURB & GUTTER, (TYP) I- r W 1 CC I CURB RAMP v v a v 7 3, v v v Q v v 7 3,a v v GUTTER OUT I I Q0_ 1a 8.2' a 8.2' �' ''' O V O' W � Zp � w °oa 5.0' 9.0' I ' DOQwa < et a (TYP) Z � OZcn � iri O� OOcc) W°°°° ACCESSIBLEI ° = z cn U I O� tok � . I � o } � J z o0o CURB TRANSITION SIGN (TYP) 18.0' 24.0' 18.0' ► I ,l!j a co } w z x 18.0' 2 4.0' �► f 3., f�' >> w Q w X DETECTABLE a Q U p a p p x w � � pp CONCRETE, 4" CONCRETE, 4" B612 CONCRETE I w z ,� x m WARNING 4 • Q UUQ � Q � � uigX � ° ° CURB & GUTTER, WwaU � U � � Qxz V B612 CONCRETEFIELD GUTTER OUT 8 + ° - `q 0 co a W W Q W Q z X w • V CURB & GUTTER, Illi:Igcic:: O O i�rS wW m 0_ Ct- < w w ZGUTTEROUTROCK MULCHv IAN z wQUpQUwzm � wRETAIL w I , = � Q � = � = � } QU5,090 SF a 18.0' CBURIB &OGUTR ER ° wR2F- QF- cnHp �a GUTTER IN as B612 CONCRETE ° ° a w CURB & GUTTER, °°o a ° 1� 2 BOLLARD w i V GUTTER INo°° o V ° ° CONCRETE, 4" CONCRETE, 6" I �+ ° o°0 18.0' a 4 24.0' _8°o a a a 18'x12' I- O 7 1' Z v ° TRASH ENCLOSURE I z , ° ° �'�' °oO 6.2 7.2' g I a v 5.6' 10.6' » i I I ///////////i(ii _ 22.0' _� 5.0' ►� f 5.0' 7.7' ��� { _- �\� :0 Agn / /I ' V ° ` / G G G v v v - - - _ - J240 • G / U Lia. G MATCH °v ° n `\ I MATCH AT EXISTING / / a ° a CONCRETE, 4" ELEVATION / L ----.>----.> »- > TO MATCH EXISTING DEPTH, �i� %� 0 ° 7 - - GRADE & ELEVATION O�� ! Ilf A / CONCRETE CURB & GUTTER / ° TO MATCH EXISTING STYLE, I I BITUMINOUS, MEDIUM DUTY GRADE & ELEVATION TO MATCH EXISTING DEPTH, / ... SAN SAN SAN I II I I GRADE & ELEVATION SAN SAN SAN /A v ° 1 158th STREET W / z W W W w N , / e / 4a ^ M a l ° L.L ° a ° ° a° ° a a ° a ° ° / ° Fp a ° a a S a ° n a ° a °a ., a 4 . ° a a ° a, O ° , I I I / \ U) W o) I a I- > < o / / z NOTES SITE DATA W W J �, 0 w 1. SITE IS PD ZONING DISTRICT, SUBZONE 6. SETBACKS-PARKING / v _I _z 0 Z o • THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO STREET SIDE SETBACK - 10 FT / V 0 CONSTRUCTION & NOTIFY THE ENGINEER OF ANY DIFFERENCES. o o • THE CONTRACTOR SHALL VERIFY ALL PLAN DIMENSIONS & NOTIFY THE SETBACKS-BUILDINGL O < 2 } ENGINEER OF ANY DIFFERENCES. COBBLESTONE (COLLECTOR) 40 FT / 0 Q ^ J 0 • THE CONTRACTOR SHALL VERIFY ALL BUILDING DIMENSIONS WITH THE EMPEROR AVE 15 FT �r� L.L Q ARCHITECTURAL PLANS. 158TH ST. W. 15 FT V =' > i • THE CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS & SIZES OF ALL PRIVATE DRIVE 20 FT / Z (+) LLI EXISTING UTILITIES. SIDE LOT LINE 15 FT / Q CO a Q • 31 TOTAL PARKING STALLS AT 9'x18.5', UNLESS OTHERWISE NOTED, WITH 2 REAR LOT LINE 15 FT 0 'A Q (J,ACCESSIBLE STALLS INCLUDED IN THE TOTAL COUNT. 0 • ACCESSIBLE PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH ADA & o MMUTCD. i !--- jCO JOB NO. • INSTALL ACCESSIBLE PARKING SIGNS AT ACCESSIBLE PARKING STALLS AS I 06798-001 a PER STATE & FEDERAL ADA GUIDELINES. Q0 • 4" WIDE YELLOW PARKING LOT STRIPING SHALL BE INCIDENTAL TO PARKING i Z DRAWN BY: CHECKED BY: o BITUMINOUS PRICE. l 0 KAT RPK STANDARD PARKING PROVIDED = 29 • PAVEMENT MARKING CROSSWALK EPDXY LADDER PATTERN 24-INCH SHALL ADA PARKING PROVIDED = 2 I- ISSUE DATE BE INCIDENTAL TO THE BITUMINOUS PRICE. I 0 12.02.2022 • THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY TOTAL PARKING PROVIDED = 31 i D a SET TYPE CONSTRUCTION PERMITS.• ANY REMOVALS, RELOCATIONS OR ABANDONMENTS REQUIRED FOR i PRELIMINARY 3 > CONSTRUCTION NOT SHOWN HALL BE CONSIDERED INCIDENTAL TO OTHER CO SITE PLAN CONSTRUCTION COSTS. FIELD VERIFY. I Z 0 0o 0 I �- o I f SCALE: 0 I 7.5 5 30 SHEET NO. I (1) Q I- Q C 1 02 U I v aIIIPOIIIIIIIII"lh ����°�� ° / f r MO NO. DATE DESCRIPTION O 9� a a M 1 12/22/22 NOTES A 3 a I 2 01/17/23 PED RAMP a z � Q • 4"EL / 1 / ° l'.\\, � A ri/ III v \ A 15730 EMPEROR AVE 1 v I APPLE VALLEY, MN 55124 a • 6"OA a� , a .i H e 1 z 1 Q • 4"EL ° V \ a a \/ II 1 , a \ cs \ N y+ A a Al a � � L 0 CZ N N a A ° O •V a N 0 A V ?c a ° a 4 A a s aA ° a ° A 1 -IIQ ate+ V A vv as A A ° a a 1 W •� Q = J = jN. 4 a - lik , ��° a 1 a Z 1( z = 0 A /• is .9, F a •IvmmdO 4' E� �' 1 .17,1 \ ) Z cn co: Al LLJ - - - -- Al _ _ 11!( -° kedi II) / A -.14-Awe 13 CO �� a ,/ I O _Ir 932.5 MY"MY"�Ybz Y�MF rlawMTirMWMWMF�MF�MF�MF�MTirM MTirM MT4M171M I I U\ v I aa1 CI A % mwmwmwmwd I a° 936.0 934.7 935.3 H934.1 934.1 934.4 /t- 9338. Wr t!1(ri a) p s+/- f ,� 4�, 934.493 I w u ,_ C it \r 935.4 935.2 932.1 : I - >, w ► �'1 IV r r� • I w N z 935.7Q " tip �I, V ° ' i®��� 8-4 1,33.0 9 31.9 I U i z w V i� 935.E 93 .7 �► I co z _ > CI � i63 934.8 934.8 931.3 I MI =935.7 935.1 i �I 934.8934.8 's33.9 I a a IO a 935.E ��i�®�. �wol� ®_� 1�' A 12 933.6° I II Ill I � w '� 934.8 ° a ° a 934.8 ° 4 `�934.8 • 934.8 ° pOwa • 934.9 4.° ��° 934.8 a ‘ g , • 5„ELw z o cna934.8 934.9 IW ° ' IC QQwQQ�'�� 934.4T � wDzo5 I 934.6 I935.0 �° IzF- OpzWOI 934.9 E ®I ( I ° aQ * I � v5oHw i 931.0 I a O z CC I y a I» ,4 �� Q � � � � o , Xw 1 C ' A \ _ R� � w � � o � w xm v A, 1936.0 934.4 \ _ 4ILi • liz934.9 = - 13 a ./� i * 4"EL O ma � wQwQ �H i co _ zXw " z �' FFE 935.0 934.9 rn I 10 cniii wcnwW _ H � Ho y RETAIL I AN 411 z = < a } = � = 0rQc) 5,090 SF 931.3 a 2 _ o H < HcnF- oi A 934.4 K) i i * A pi /1 d rn ° ( 4° ILo I/ rn 934.4 ° 4 I w i v P \ / MI I �► I 934.6 °� / a ( _ __ ,, J► °° ° I , 935.5 934'9 I 4 933.5 932.2 931.5 z 1 1 935.3 ' 935.0 935.0 - �. g / IA ��� I 3 ��� ° 933.2 » �I L g 6 ��• 934.4 - i 932.2 • / it a ° _ ���� �► 934.4 _ �� 934.4 _ I • 5„)A a - a ° ° V A Gfff 934.8 V� A A A °. �° a a s MATCH a >ANNWIll V4.‘ 4 '1 a A ° a ° ., / a 4 A ° a ° N___ / ° 4 / L_ -' __IEW<el --a ■ _ > mom► �IhZ�� V MATCH MATCH / 14 • J SAN Q SAN SAN SAN SAN SAN SAN SAN SANS A�ilk 1 158th STREET W / Z w W w MATCH W MATCH W W W -) W X �� r� + + . ram 2 a ° aA a \ a A 4 as a a° a A / CL A / 0 4 a A a A A °� a a° A ° ° a a °A a C d) / a U) W ___------ / \ . I Q / zLLJ Wo NOTES KEY v 2 _Iz • SEE PREVIOUS PLAN & PERMITS OF 15730 EMPEROR AVE FOR STORM 935 _ / U D 7 _1z WATER POLLUTION PREVENTION PLAN (SWPPP) APPLICABLE HERE. 93,E DENOTES EXISTING CONTOUR LINE. / (, L `L • CONTRACTOR TO VERIFY EXISTING INFORMATION PRIOR TO CONSTRUCTION C AND NOTIFY ENGINEER OF ANY PLAN DISCREPANCIES. 937 DENOTES PROPOSED CONTOUR LINE, L O G a J • THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLAN FOR FINISHED GRADE. / 0 ^ J EXACT LOCATIONS AND DIMENSIONS OF BUILDINGS, VESTIBULES, SLOPED 934.9 + DENOTES PROPOSED SPOT ELEVATION, FINISHED GRADE. O 0 L_L PAVEMENTS, EXIT PORCHES, RAMPS, TRUCK DOCKS, ENTRY LOCATIONS AT CURB & GUTTER, ELEVATIONS ARE FLOW LINE �.! ��//�� �N/ AND LOCATIONS OF DOWNSPOUTS. / z vJ L.L W T 933.7 = TOP SIDEWALK ELEVATION COD_ • THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID B 933.2 = BOTTOM SIDEWALK ELEVATION / I o 1- PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE o 0 �^ D_ 0_ CONSTRUCTION PHASE OF THIS PROJECT. THE CONTRACTOR WILL BE DENOTES DIRECTION OF PROPOSED VJ HELD RESPONSIBLE FOR ANY DAMAGES TO ADJACENT PROPERTIES SURFACE WATER FLOW. i !b-- COI OCCURRING DURING THE CONSTRUCTION PHASE OF THIS PROJECT. JOB NO. • THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING DRAINAGE OF !/ / / / A DENOTES CURB & GUTTER, GUTTER OUT z 06798-001 SURFACE WATER AWAY FROM THE BUILDING. i 0 DRAWN BY: CHECKED BY: 1 • THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS. / KAT RPK • THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATIONS OF EXISTING UTILITIES. SITE CALCULATIONS SF I ISSUE DATE • SLOPE ALL SIDEWALKS AT 2% AWAY FROM BUILDING UNLESS OTHERWISE i U 12.02.2022 NOTED. TOTAL SITE AREA = 30,788 D SET TYPE • PROPOSED CONTOUR LINE LOCATIONS ARE APPROXIMATE; SPOT BUILDING = 5,090 I PRELIMINARY 3 ELEVATIONS SHALL BE USED FOR EXACT ELEVATIONS. BITUMINOUS & CURB= 11,5 0 • PROPOSED SPOT ELEVATIONS SHOWN AT THE CURB & GUTTER ARE THE CONCRETE-_ Cl) GRADING PLAN 1 ELEVATIONS OF THE FLOW LINE OF THE GUTTER. 1,1 I EXISTING IMPERVIOUS 8,395 95 \ z • CONTRACTOR SHALL INSURE THAT ALL ACCESSIBLE STALLS & ROUTES I 0 COMPLY WITH CURRENT ADA STANDARDS. 26,170 85% IMPERVIOUS • GENERAL CONTRACTOR MUST VERIFY ALL TIE IN GRADES. PLANTING BEDS 635 I 0 I I EXISTING PERVIOUS 3,983 f 4,618 15% PERVIOUS I SCALE: 0 7.5 15 30 0 SHEET NO. OVERALL SITE COMPOSITE I I- I CURVE NUMBER (CN) = 92 0 03 I z .�,.� • / i I I „ NO. DATE DESCRIPTION 0 v / 2 01/17/23 INLET PROTEC ts / 1 V 15730 EMPEROR AVE U APPLE VALLEY, MN 55124 / •/ / z/ IriiiL Q 8 ll / / 1 . a U)N E a+ ° co N- 0(-) y P - ° CV .� �.- 0 .3 z V \ 0- 2 o EN W a •L aid Ar ::4 w511 z cn ���� ‘v O Q v— - - � AE - 2 - c 1 �1 11 1� �../ I OD o It U CO _ i I , 6. 0 I- al CL ° I V I _ )Y )Z )Z )a )Y )� KY / �' )Y )Y )Y )Y )Y )Z )Y )Y )Y )Y )a ). � I I I V � 13 I!r>' 1N > >- > > > > >- > > > >a > > > > > ),C;( )a ) , a )'.C;( l • I ° Q a =1 � Qwwzw O QOa)N� - I N.� toI ° t 14 I I I •■C►w ❑ I D ' ' 1.) - ) 1 I ❑W ' z . > IVV - I ' ❑ . 1a Q I (n .5) Ct ❑� I 0 I ° I I D_ _ ❑II ' • L Z CI n V 0 I I 1 T I IW W0 ZoU � o I VP o I ° Q = � dila 0 o T waz I ❑ 4. I I � Uu � x m w '� � 121 :3o . w � oI I1 c Q UVH < UJW. 2x = V 0 < w- 5zO mCLw) < UJ < Dzw V o ,, l z wiQz Q a �uiUn O p SA I � _ mw RETAILI SF /. ' ° - w L � 2HQHfnHa o 1 I / o o wI -3 V • , 1 ° I I / ❑ • ❑ ø%t • II �...; \li I I I I f /. ...... . ../ It t _4.4%4 - - - - - -A.1.1*-G i -0-0-0-0-0-0-0-0-0-0- -0-0_-o-o-o-o-o-o-o-o-o-o-o-o-o70-0-0-4-040-0-0-0-0- \I / i / 1444N4k _ A .. 1 > /// / —I14 GAS / 0 S A N SAiIN -SAN CAI BAN / v 4 1 158th STREET W / z I w - w n I r� 2 i< I- / 0_ r , - 4 a a ° / S 4 C / \ ' . W , # -- H > a NOTES zLIJ 1— CONTRACTOR MUST NOTIFY THE CITY OF APPLE VALLEY 48 HOURS BEFORE ANY CONSTRUCTION • THE CONTRACTOR/PERMITTEE SHALL SCHEDULE SITE GRADING. UTILITY INSTALLATION AND ROADWAY Ui —I• ACTIVITY. CONSTRUCTION SO THAT THE GENERAL SITE CAN BE MULCHED AND RE-SEEDED SOON AFTER G J Z DISTURBANCE. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED WITHIN 14 DAYS AFTER \iz U 7 ANY LAND DISTURBANCE. INSTALL SEDIMENT FILTERS IMMEDIATELY FOLLOWING INSTALLATION OF COMPLETION OF FINAL GRADING OR AFTER 14 DAYS OF GRADING INACTIVITY. ALL MULCH MATERIAL L STRUCTURE. SHALL BE DISCED INTO THE SOIL IN DIRECTION PERPENDICULAR TO THE THE STORM WATER FLOW C >:• REMOVE ALL SOILS TRACKED OR OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE AREAS. REMOVAL OVER SUCH AREAS. AN EARLY APPLICATION OF GRAVEL BASE ON AREAS TO BE PAVED IS 0 G w SHALL BE ON A DAILY BASIS WHEN TRACKING OCCURS AND MAY BE ORDERED BY INSPECTORS AT RECOMMENDED THEREFORE MINIMIZING EROSION POTENTIAL. p J ANY TIME IF CONDITIONS WARRANT. SWEEPING SHALL BE MAINTAINED THROUGHOUT THE DURATION • READY MIXED CONCRETE AND CONCRETE BATCH PLANTS ARE PROHIBITED WITHIN THE PUBLIC RIGHT J OF WAY. ALL CONCRETE RELATED PRODUCTION, CLEANING AND MIXING ACTIVITIES SHALL BE DONE IN OF THE CONSTRUCTION AND DONE IN A MANNER TO PREVENT DUST BEING BLOWN TO ADJACENT 0 ��//�� PROPERTIES. THE DESIGNATED CONCRETE MIXING/WASHOUT LOCATION AS SHOWN ON THE EROSION CONTROL PLAN. / z �/J w • SLOPES MUST BE STABILIZED BY BEING SEEDED AND COVERED WITH AN EROSION CONTROL BLANKET UNDER CIRCUMSTANCES MAY THE WASHOUT WATER DRAIN ONTO THE PUBLIC RIGHT OF WAY OR INTO I 000 H J ANY PUBLIC OR PRIVATE STORM SEWER CONVEYANCE. a OR MULCHED WITH A TACKIFYING AGENT AS SOON AS POSSIBLE AFTER GRADING AND NO LATER 0 0 U V^ Q THAN 14 DAYS. CO J • ALL EROSION CONTROL INSTALLATIONS SHALL REMAIN IN PLACE AND BE MAINTAINED IN GOOD EROSION CONTROL MAINTENANCE PROGRAM _ CONDITION BY THE CONTRACTOR/PERMITTEE UNTIL THE SITE HAS BEEN RE-VEGETATED, AT WHICH • INSPECT CONSTRUCTION SITE ON A DAILY BASIS AND WITHIN 24 HOURS OF A RAINFALL EVENT OF I JOB NO. TIME THEY SHALL BE REMOVED. INSPECT TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON MORE THAN 0.5 INCHES IN A 24-HOUR PERIOD. WEEKLY INSPECTION REPORTS REQUIRED, A COPY 06798-001 A DAILY BASIS AND REPLACE DETERIORATED, DAMAGED OR ROTTED EROSION CONTROL DEVICES OF THE SWPPP SHALL BE KEPT ON-SITE FOR REVIEW. THE SWPPP SHALL BE AMENDED AND z DRAWN BY: CHECKED BY: / IMMEDIATELY. FOR PROPOSED PAVED SURFACE AREA. THE CONTRACTOR MAY REMOVE NECESSARY UPDATED AS CONDITIONS CHANGE ON-SITE. KEY 0 KAT RPK SILT FENCING TO CONSTRUCT ROADWAY WHILE MAINTAINING ADEQUATE EROSION CONTROL IN • SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED F- ISSUE DATE ADJACENT AREAS. WHEN DEPOSITS REACH APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER. I —0— SILT FENCE 0 12.02.2022 • LOCATE SOIL OR DIRT STOCKPILES NO LESS THAN 25 FEET FROM ANY PUBLIC OR PRIVATE ROADWAY • ANY SEDIMENT REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER FABRIC IS NO LONGER OR DRAINAGE CHANNEL. IF REMAINING FOR MORE THAN SEVEN DAYS, STABILIZE THE STOCKPILES BY REQUIRED SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED WITH MULCHING, VEGETATIVE COVER, TARPS, OR OTHER MEANS. CONTROL EROSION FROM ALL STOCKPILES THE APPROPRIATE SEED MIX. 1 CONSTRUCTION ENTRANCE, ROCK SET TYPE BY PLACING SILT BARRIERS AROUND THE PILES. TEMPORARY STOCKPILES LOCATED ON PAVED • IN THOSE AREAS WHERE WOOD FIBER BLANKET OR OTHER SLOPE STABILIZATION METHOD HAS FAILED, 1 H PRELIMINARY 3 SURFACES MUST BE NO LESS THAN TWO FEET FROM THE DRAINAGE/GUTTER LINE AND SHALL BE THE SLOPE SHALL BE REESTABLISHED, SEED AND TOPSOIL REPLACED, AND ADDITIONAL SLOPE © INLET PROTECTION, TYPE C CO EROSION CONTROL PLAN COVERED IF LEFT MORE THAN 24 HOURS. SUFFICIENT TOPSOIL SHALL BE STOCKPILES TO ALLOW FOR TREATMENT INSTALLED. I 0 THE REPLACEMENT OF A MINIMUM OF 4" OF TOPSOIL FOR DISTURBED AREAS THAT ARE TO BE • SILT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT REVEGETATED. BEFORE THE UPWARD SLOPE AREA HAS BEEN PERMANENTLY STABILIZED. REMOVAL IS REQUIRED 0 • INSTALL INLET PROTECTION AT ALL PUBLIC AND PRIVATE CATCH BASIN INLETS, WHICH RECEIVE WITH ALL TEMPORARY EROSION CONTROL FACILITIES (SEDIMENT FILTERS, HAY BALES, ETC.) ONCE SITE I RUNOFF FROM THE DISTURBED AREAS. CATCH BASIN INSERTS OR OTHER APPROVED PRODUCT ARE IS PERMANENTLY STABILIZED BY THE BUILDER. 12 REQUIRED IN UNDISTURBED IN AREAS THAT MY RECEIVE RUNOFF FROM THE PROJECT AREA. HAY • ALL PERMANENT SEDIMENTATION BASINS MUST BE RESTORED TO THEIR DESIGN AND REMOVAL OF ALL SCALE: O BALES OR FILTER FABRIC WRAPPED GRATES ARE NOT ALLOWED FOR INLET PROTECTION. TEMPORARY SYNTHETIC, STRUCTURAL, NON=BIODEGRADABLE EROSION AND SEDIMENT CONTROL Li— SHEET NO. DEVICES AFTER THE SITE HAS UNDERGONE FINAL STABILIZATION WITH PERMANENT VEGETATION I 0 7.5 1 5 30 ESTABLISHMENT. FINAL STABILIZATION FOR PURPOSES OF THIS REMOVAL IS 70% ESTABLISHED COVER H C 104 OVER DENUDED AREA. z \ ,., 0 / ' • NO. DATE DESCRIPTION ° / • 1 12/22/22 STORM SEWER / 1. / / \ ° Q / \ V 15730 EMPEROR AVE V APPLE VALLEY, MN 55124 • / i z / 8 V / / 1 , 4 NE a co' o U) i / d N- U N n C 0 a I z o •� V a 1 110 w c •o , E2 1 ` Q = .__ 0 L �E ` II 4 Z0 z � •= 0 a411/- )i A ›7- 1 4" 4 Q c • d V 2 a dw A Z y s 11 11 I m o 0 m _ C `13 r- I CC _ w - >'- >'- >'- >'- >'- >'- >'- > 'Y >'- >'- >'- >'- >'- >'- >'- >'- >'- >'- >Y >: C I • U) V 58'-15"HDPE @ 2.0% - 0 1 I Q IID a j I 1 1' : . . M H #3 >cr > >cr >cr >cr >cr >cr >cr >cr >cr cr >cr a < �, - —411 _INV W=929.2 1 I I d w J INV E=924.82 a ZGJI O O �� HDPE CONNECTe---% , TOEXIST 15" 1 4 z - a) I w � � w d M D INV N=923.45± I w d Sly STV --%� z �_ a Q I (/) I U •o) co CATCH BASIN #2' > I i SiTM 109' - 15" HDPE @ 2.0% CATCH BASIN #4FIL Q O FL=935.1 _ INV S & E=930.3 ° ° • ° S I NV g92700 w v v v ° v V V V ° v v �I v v w Cl_ 1.11 V ° ° ° a ST • � ° ZZ o V oo v TA � � Q � QQCt ° z � � QzZwO54'-12"HDPE@ 2.0% - '� I4 ((i) I Z o J j w00 — 20'-12" PVC > ill a ROCK MULCH •i ROOF DRAIN PIPE STUB I' >> �_ Q 0° w w z Lij X "oo MIN 1.0% SLOPE - wa � z � xm SEE ARCHITECTURAL PLANS ` • I Q U U a Q Ow w X V o INV N=929.0 - �A��i o m � � wQ � Q ?ct zXw 40' DRAINTILE, 6" i IJ w wINSTALL ALONG BUILDING. Z w Q Q U w Z w CONNECT TO INLET #1. RETAIL0 81 090 SF ° i 1 4 ~ Q ~ U ~ o -J 41 1 v 4a CATCH BASIN #1 I FL=934.4 : a ° a / i w INV N=931.4 :t! ° w i V ••. ° 4 20' DRAINTILE, 6" ° 4 4 / / '°° INSTALL ALONG BUILDING. o o a a i CONNECT TO INLET #1. o a 4 z 0 /0 ' d v i ' ���i -� >> ��i a 5.0' EXTEND TO WITHIN 1- C G G a G o -, MIN 5 FT OF G I • V / �� G ° ° BUILDING FACE G G rlaiwiss an / / ,/ 4 / 1 , .--- ,m, !....d.. 1 `T.' -.7M1010, / Id 1" TYPE K GAS / ► —I COPPER WATER / .. SAN SAN SAN SAN Sr SERVICE LATERAL AN 6 PVC SAN SAN SAN A O V �,, SEWER LATERAL A V Z 4 1 1% MIN. 158th STREET W / Z 1 W W W W . . W , / a � W .a / 2 r 4 ° Q d Q u U 4 d 4 4 a 4 a 4 4 4 Q 4 ° Q / 0 d 4 4 d 4 4 d 4 a 4 4 4 a 4 4 4 / \ ' W W zi— W 0 v 2 0 J z • PROPOSED ELECTRIC, TELEPHONE & GAS SERVICE LINES ARE APPROXIMATE / Z NOTES: z Q • SANITARY SEWER, WATERMAIN AND STORM SEWER LOCATIONS ARE LOCATIONS ONLY. COORDINATE EACH SERVICE WITH THE UTILITY OWNER (� APPROXIMATED. NO SURVEY INFORMATION WAS PROVIDED. IF ANY AND GENERAL CONTRACTOR. IF ANY PROPOSED SERVICE LOCATIONS VARY E DISCREPANCIES ARISE, NOTIFY THE ENGINEER FOR RESOLUTION. SIGNIFICANTLY OR CONFLICT, THE ENGINEER MUST BE NOTIFIED PRIOR TO L 0 < 2 W • ALL SANITARY SEWER, STORM SEWER AND WATERMAIN UTILITIES SHALL BE THE INSTALLATION OF THE SERVICE. -7 / a 0 J FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE • THE REMOVAL OF EXISTING SERVICES WITHIN THE CONSTRUCTION LIMITS 0 ,,_ SPECIFICATIONS. THE CITY AND TEH STANDARD UTILITIES SPECIFICATION OF SHALL BE COORDINATED WITH THE GENERAL CONTRACTOR AND UTILITY z vJ OWNER. ADDITIONAL SERVICES MAY EXIST. _ MM �/ s THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), 1999 EDITION. • ALL UTILITIES SHALL BE INSTALLED ACCORDING TO STATE & LOCAL I W I..� W HDPE PIPE CONNECTIONS INTO ALL CONCRETE STRUCTURES SHALL BE MADE I � r2 WITH WATER TIGHT MATERIALS UTILIZING AN A-LOK OR WATERSTOP GASKET REQUIREMENTS. 0 0 VJ Q 09 OR BOOT, CAST-IN-PLACE RUBBER BOOT, OR APPROVED EQUAL. WHERE • STORM SEWER PIPE SHALL MEET OR EXCEED AASHTO M294 MINIMUM PIPE m �+, 7)---- g,'' THE ALIGNMENT PRECLUDES THE USE OF THE ABOVE APPROVED STIFFNESS PER ASTM D2412 60PS FOR 8"-18". i JOB NO. WATERTIGHT METHODS, CONSEAL 231 WATERSTOP SEALANT, OR APPROVED • ALL CONSTRUCTION & POST-CONSTRUCTION PARKING SHALL BE ON-SITE. 1 EQUAL WILL ONLY BE ALLOWED AS APPROVED BY THE ENGINEER. ALL NO ON-STREET PARKING/LOADING/UNLOADING ALLOWED. 06798-001 SANITARY SEWER MAIN LINE SHALL BE SDR 35. ALL SANITARY SEWER • X z DRAWN BY: CHECKED BY: SERVICES SHALL BE SDR 26. • INSTALL TRAFFIC CONTROL & TEMPORARY DETOUR AS PER MMUTCD & NOTES: i 0 KAT RPK I • SEE DETAILS AND THE CONTRACT SPECIFICATIONS FOR SPECIFIC UTILITY MUNICIPALITIES REQUIREMENTS. • CITY OF APPLE VALLEY REQUIRES A HYDROSTATIC PRESSURE TEST ON F- ISSUE DATE DETAILS AND UTILITY SERVICE DETAILS. • THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL APPLICABLE LOCAL & THE WATER SERVICES. I 0 12.02.2022 • ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR STATE PERMITS AND PERMITS FEES. • BACTERIA TEST, APPROVED BY A LAB, MUST BE SUBMITTED TO THE MATERIAL PER THE REQUIREMENTS OF THE CITY. ALL COMPACTION SHALL • WHEN WORKING ON AN EXISTING INLET OR MANHOLE THE CONTRACTOR CITY OF APPLE VALLEY PLUMBING/MECHANICAL INSPECTOR. SET TYPE BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION. SHALL ASSURE THAT THE INLET OR MANHOLE IS COMPLETELY SEALED TO • WATER SERVICES SHALL BE WRAPPED IN APPROVED SLEEVE WRAPPING. 11• THE CONTRACTOR SHALL NOTIFY GOPHER STATE ONE CALL AT PREVENT LEAKAGE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR • A CONDUCTIVITY TEST WILL BE REQUIRED. I PRELIMINARY 3 651-454-0002 AT LEAST 48 HOURS PRIOR TO PERFORMING ANY REQUIRED REPAIRS TO THE EXISTING INLETS OR MANHOLES IF REQUIRED. • CONTACT LOCAL FIRE MARSHAL TO DO FIRE FLUSH. 952-953-2676. U) UTILITY PLAN EXCAVATION OR UNDERGROUND WORK. • SITE CONTRACTOR SHALL INSTALL SANITARY SEWER, STORM SEWER AND • 5 LBS AIR TEST REQUIRED FOR SEWER LINE INTO BUILDING. I "N 0Z • ADJUST ALL EXISTING STRUCTURES, BOTH PUBLIC AND PRIVATE, TO THE WATER LATERALS MINIMUM 5' FROM BUILDING FOUNDATION WALL. • ALL STORM SEWER MUST BE INSPECTED PRIOR TO BACKFILL. CONTACT PROPOSED GRADES WHERE DISTURBED AND COMPLY WITH ALL CONTRACTOR SHALL CONNECT TO LATERAL STUBS IF IN PLACE BY BUILDING 952-953-2588 TO SET UP INSPECTION DATES & TIMES. 0 1 REQUIREMENTS OF THE UTILITY OWNERS. STRUCTURES BEING RESET TO PLUMBING CONTRACTOR. -hi- PAVED AREA MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING. I Et 1 SCALE: 0 0 I 0 7.5 1 5 30 �.L SHEET NO. 0 C105 U I z I I L' / WIIIIIIww""— " • N - NO. DATE DESCRIPTION 1 12/20/22 PLANTS v 0 i / 4 2 01/17/23 SIDEWALK / I 4 ll • < z / \ U 15730 EMPEROR AVE U APPLE VALLEY, MN 55124 / • / / 11124 z / Q 8 0 / v / `, 1 , d N E y+ / I 4 co o N (/)N.d U L N 2- •� � I z °1" � � a • * / \ \ \ \ \ \ \ / Y Cl) coa) �� NV/ 11 a 1 ro i. w m •c Y E d J C •- r L 01 Q m O —— > �4 A cn �' � - s p 4 W - \',-.4 CO CO al= Z 0 I _CUO. A ii igialire.......A■ sift sift sift sift sift sift sift sift sift sift sift sift sift sift se - kr. '1 a '1 a '1 a '1 a y 0 1 .., C.) Ci <w _ >'' >'' )'' )'' )'' )'' )'' ): '' )'' )'' )'' )'' )z' )z' )z' )z' )z' )z' )z' ): : I • 4 AF - - - - - - - - - - - - - - - - - - - - �� I I BULLET Q I a v ca I LP 3 a,' >� >� >� >� >� >� >� >� >� >♦ >� >� >� >� >� )� )� )� 1��,..- )C� 4 EDGERS v) 13 a 1 4 TYP. I w 0 s u) �_ w Li 2 C it _ I .��� 0 ��,� WG - PRIpw �Cf N „ 2 d Z , w I . . „, e 0 0 Li, II 0 wits; _�� S V S V �a�� Iiii...... 1 lAk-I 1 KFZ w Q ' 2 YeNI I8 Ia I o •5 �CC C Ct O V/ _ ' PR i GLS 14 —0 \\ 4 °LP ° 4 ° ° V 4 ° 4 ° V ° 6J ° Cl lr l� l el M 3 I w D_ 1 a4 4 4 III I / • O 0 0- Z0 °� '11111 LP STM T I 1 �nw � Zo � _ � QUQQ W 4 v Z I- (0 O Z Z w 0 PLANTING BED, TYP. 14 Q = z � � v = w �' AF �ii > .!! ' I a ~ O } 5J � z x I 5 m �1 I 1� g u_< w Jw - x � � � p � 4 v A I < HUw ? � Z0 Xm • U W ~ a U O Lu X Z �A��i o mGo fwQ . Q � zXw i / 4 w w _w - - = UQO .. Z RETAIL SAN Z wQU0QU2Z � Hw 5,090 SF 4 d w � � � Q � cnHO � HB I 4 Z Q � � } a " I. •Ii Xi a PLANTING BED, TYP. 4 ° w ii GLs . IIW 434I1 I4 ' / II--'' / 44I1HSWO °4 1 a z J I t a • / i 1 n_ (il I N �(� •N / G G 11111Walli o o � � I o ° LPthi / ©1/4 d 4 ' N A 0 If,- 1 Lii.1414--L----- ‘x ---> x- -x x ?A -x x x ?-. ,> , , ...1. 1 / I Ir �_ 4 BULLET • / 4 EDGERS, TYP. o GAS U 4 / w SAN SAN SAN SAN ` AN SA SAN SAN cn � SAN SAN '^ V H 4 158th STREET W Z co I W W W w w W W w W 4 / W ,/ ie oo 0_4 O " u d 4 u "4 4 U 4 4 4 4 4 d d 4 4 4 C 4 4 4 p / 0 4 0 4 d 4 4 4 4 4 - 4 4 4 Q 4 • 4 4 4 4 4 / . 4 U LLI o ' I-- o LANDSCAPE NOTES: / Z W o • THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS. • ALL PLANTS SHALL BE SUBJECT TO INSPECTION BY THE C Q —I W o • THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING OWNERS REPRESENTATIVE UPON DELIVERY. ANY PLANTS DEEMED G _1Z > LOCATIONS OF EXISTING UTILITIES. NOT ACCEPTABLE BY THE DESIGNER SHALL BE REMOVED FROM / V Z 0- • USE TYPAR 3301 FABRIC WEED BARRIER LANDSCAPE FABRIC (OR THE SITE & REPLACED WITH ACCEPTABLE MATERIAL. / U z Q APPROVED EQUAL) UNDER ALL PLANTING BED MULCH UNLESS • ANY ADDITIONAL TOPSOIL NEEDED FOR INSTALLING THE TREES & i } CC I OTHERWISE NOTED. SHRUBS AS PER THE PLANTING DETAIL SHALL BE CONSIDERED KEY 0 G w • USE 1-1/2" WASHED AGGREGATE STONE MULCH IN PLANTING BEDS, INCIDENTAL TO THE PLANT MATERIAL PRICE. 0 ^^ J 0 TOPSOIL SHALL CONSIST OF A HUMUS-BEARING LOAM ADAPTED I..L 3" DEPTH. STONE MULCH SHALL BE CLEAN, & FREE FROM TO SUSTAIN VIGOROUS GRASS GROWTH FREE FROM DELETERIOUS PLANTING SCHEDULE OF 0 N DELETERIOUS MATERIALS, STICKS, STONES, NOXIOUS WEEDS, SALT - EVERGREENS �/ °- & FINE SILTS, CLAYS OR TOPSOIL. MATERIALS W/ A Ph RANGE OF 6.0 TO 7.0. TOPSOIL NOT KEY QTY. COMMON NAME BOTANIC NAME SIZE ROOT REMARKS III Z I..� LLI Q • USE SHREDDED BARK MULCH AT ALL SINGULARLY PLANTED TREES, MEETING THESE REQUIREMENTS SHALL BE AMENDED AT NO I Q CO I a ADDITIONAL COST. SH 1 SKYLINE HONEYLOCUST GLEDITSIA TRIACANTHOS 2" DIA. B&B FULL ED AND SHRUB BEDS OUTSIDE OF FENCED AREA MIN. 3" DEPTH, 4' a •o SHREDDED BARK MULCH SHALL BE FRESHLY SHREDDED INTERMIS 'SKYCOLE'DIAMETER. • - DECIDUOUS < HARD-WOOD BARK FREE FROM DELETERIOUS MATERIALS, STICKS, o • TOP OF MULCH IN PLANTING BEDS SHALL BE EVEN W/ TOP OF STONES, NOXIOUS WEEDS, SALT & OTHER MATERIALS HARMFUL SWO 1 SWAMP WHITE OAK QUERCUS BICOLOR 2" DIA. B&B FULL CO _1 SURROUNDING SURFACES. JOB NO. TO PLANT GROWTH. SHREDDED BARK MULCH SHALL BE EITHER CT 1 COFFEETREE GYMNOCLADUS DIOICA 2" DIA. B&B FULL 1 • IF DISCREPANCIES OCCUR, PLANT QUANTITIES SHOWN ON PLAN 06798-001 COMPOSTED OR TREATED WITH NITROGEN TO COMPENSATE FOR O TAKE PRECEDENCE OVER PLANTING SCHEDULE. HB 1 HACKBERRY CELTIS OCCIDENTALIS 2" DIA. B&B FULL C - SHRUB z - • ALL PLANT MATERIAL SHALL HAVE A ONE-YEAR WARRANTY SUCH LOSS IN DECOMPOSITION. DRAWN BY: CHECKED BY: E ANY PLANTS DELIVERED TO THE PROJECT SITE THAT ARE NOT SS 1 SPRING SNOW CRABAPPLE MALUS 'SPRING SNOW' 1-1/2" DIA B&B FULL - GRASSES/PERENNIALS O KAT RPK o AGAINST DEATH & UNHEALTHY CONDITION, EXCEPT AS A RESULT INSTALLED THE SAME DAY SHALL BE "HEALED IN" W/ TOPSOIL, OF NEGLECT BY OWNER, DAMAGE BY OTHERS & UNUSUAL ISSUE DATE PHENOMENA BEYOND CONTRACTOR'S CONTROL. PLANT WARRANTY WOOD CHIPS, SHREDDED BARK, OR SAWDUST & ADEQUATELY WATERED UNTIL SUCH TIME THE PLANTS CAN BE INSTALLED. PR 2 PRAIRIE ROSE CRABAPPLE MALUS 'PRAIRIE ROSE' 1-1/2" DIA B&B FULL (-Sid 0 12.02.2022 a SHALL BEGIN ON THE DATE OF FINAL ACCEPTANCE OF THE • CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING ALL PLANT - PLANTING BED D SET TYPE o MATERIAL INCLUDING GRASS OR SOD FOR TWO WEEKS AFTER 11 • ALL PLANTS SHALL CONFORM TO THE VARIETIES SPECIFIED IN THE FINAL ACCEPTANCE OF PROJECT. WATER SHALL BE PROVIDED IN LP 5 LITTLE PRINCESS SPIREA SPIREA JAPONICA 12" HT. #5 CONT FULL PRELIMINARY 3 PLANT LIST & SHALL BE TRUE TO BOTANICAL NAME AS IN HORTUS 'LITTLE PRINCESS' o THIRDS. AN ADEQUATE AMOUNT TO SUSTAIN VIGOROUS PLANT GROWTH. LS - TYPE C!) LANDSCAPE PLAN o Z • ALL PLANTS INCLUDING THEIR ROOTS SHALL BE FREE FROM GLS 9 GRO-LOW FRAGRANT RHUS AROMATICA 12" SP. #3 CONT. FULL 5 - QUANTITY DISEASE INSECTS & OTHER INJURIOUS QUALITIES & SHALL BE WELL SUMAC 'GRO-LOW' Lo o FORMED, FULL, IN A HEALTHY VIGOROUS GROWING CONDITION, REAR 0 o OR AT SPECIMEN QUALITY. WG 2 WOOD WARD GLOBE TUJA OCCIDENTALIS 18" HT. #3 CONT. FULL 0 ARBORVITAE 'WOODWARDII' GLOBE Thi- o 0 O KF 15 KARL FOERSTER GRASS CALAMAGROSTIC ACULIFLORA 36" O.C. #1 CONT FULL SCALE: 0 'KARL FOERSTER' m - SHEET NO. a AF 10 AUTUMN FIRE SEDUM SEDUM x 'AUTUMN FIRE' 30" O.C. #1 CONT FULL 0 7.5 15 30 o ci 0 C106 z NO. DATE DESCRIPTION CASTING A B CASTING A B WOOD POSTS: _ R-3290-VB (IN CURB) 2'x3' 4" R1642B 27" 7" WOOD OR STEEL FENCE POST ATTACH FABRIC TO POSTS WITH R-3382 (IN VALLEY GUTTER) 2'x3' 4" ESS.BR0.309 27" 7" (T-POST), MINIMUM S` LONG, 6' WOOD LATH A MINIMUM 1/4"THICK x MAXIMUM SPACING" :4 kl il I I I i k i h:-1 LA i. POUR CONCRETE INVERT TO LONG WITH HEAVY DUTY STAPLES. VARIABLE (SEE PLAN) 3E0" NOTE: VANE GRATE SPRINGLIKE OF PIPE & SLOPE STEEL POSTS: SHOWN FLOW ir 2"/FT.TOWARD PIPE. ATTACH FABRIC TO POSTS WITH [. . MINIMUM 3 ZIP TIES(50 LB. TENSILE) PERFORATED PIPE DRAIN AS ia\-.1`cctop • 4 � REQUIRED PER PLANS do • MANHOLE STEPS SHALL BE PLACED SO PERPO�STINTOP8"OF FABRIC. i? -of •VII 016 ,a ZO STEEL POSTS; THAT OFFSET VERTICAL C a 40�.At z POST NOTCHES _pm.�I�ei y CONE' IS FACING DOWNSTREAM.PORTION OF 0040 00 � O+� A. Q, TO FACE AWAY - C O O C �`� S '�0 . FABRIC.0 Oa •o o co . # � �' ( N MONOFILAMENT GEOTEXTILE FACE OF CURB `~' PLAN NEENAH FRAME AND COVER OR EQUALs, 0° 00 0 00 • Abi,$ ,G, N'h ■1 FABRIC PER MNDOT TABLE 3886-1 I -- FROM LETTERED, '"STORM SEWER", WITH 00 O0 OO .O 1'O li's's .■� (MS, HI WOVEN GEOTEXTILE). FLOW DIRECTICIN LI1! !1I�� CONCEALED PICK HOLES. U) � O O 541 IC' . I SET CASTING 1/8"TO 1/4" BELOW , E ' N N 0 00 00 oC) O 6 J~ FINISHED GRADE. 00 0 - L ROCK-6" MIN_ DEPTH, 0 CP rO 00 00 � .6` 70 MACHINE SLICE o •v WOOD!MULCH- 12" MIN. DEPTH Alt"..0 C 0 0 00 0i B"-12" DEPTH (PLUS 5" FLAP) PLAN / N-N- 0 .� #40 * OF SURFACE FLOC �. MIN, OF 2, MAX. OF 6 HOPE ADJUSTMENT o O. N 00 00 00 00 DIRE I'DN ° RINGS. MAXIMUM 19" ADJUSTMENT, RINGS °p y 1 I/ " TO 3" DIA, WASHED O{ O O+ MIN. OF 2• MAX. OF 6 HDPE ADJUSTMENT SET GRATE .2" BELOW GUTTER AND CASTING. 1 .O s O ,O - o. RINGS, MAXIMUM 19" ADJUSTMENT RINGS - d ;_ ROCK OR WOOD/MULCH [ • r GRADE. TRANSITION GUTTER INSTALL I&I BARRIER, EXTERIOR SEAL PER SPECIFICATIONS # � A AND CASTING. GRADE 14' EACH SIDE OF CATCH 1 . L. "A" L F7, CONSISTS OF INFI-SHIELD UNI-BAND OR E +; • p '� INSTALL I&I BARRIER, EXTERIOR SEAL BASIN. ENGINEER APPROVED EQUAL. 0 ._ ZCs EMBEDMENT POST CONSISTS OF INFI-SHIELDU UNI-BAND OR MANHOLE STEPS, COPOLYMER POLYPROPYLENE .> • ENGINEER APPROVED EQUAL. - �' a t PLASTIC,WITH 1/2"GRADE 60 STEEL = �'' 18" MINIMUM CUT OFF BERM TO TOP OF CURB m t� MINIMIZE RUNOFF FROM SITE FLOW LINE REINFORCEMENT OR EQUAL, 16"ON CENTER. _ }; Armi ,� L Z N •s i -.. - PRECAST CONCRETE MANHOLE SECTIONS _PER ASTM C478. ALL JOINTS IN MANHOLE NOTES; 24" X 36" 1 '' �,_0r, c=a1. THE MACHINE SLICED METHOD (THIS DETAIL) IS THE STANDARD SILT FENCE PRECAST t :" TD HAVE A MINIMUM 1 LAYER OF GATORINSTALLATION METHOD. 4�� , ■{_" OR ENGINEERED APPROVED EQUAL ANDNNOTES: 2. WIRE BACKED (ERO 1B)OR HEAVY DUTY (ERO 1C)SILT FENCE INSTALLATION ;. AN "O" RING RUBBER GASKETS PER ASTM 1. MnDOT 3733 TYPE 4 FILTER FABRIC SHALL BE PLACED UNDER ROCK OR MULCH TO STOP MUD METHODS SHOULD ONLY BE USED WHEN APPROVED OR DIRECTED BY THE CITY. I II W : 9C3' :°:€ -•w ". r, g CUT PIPE 2 INSIDE MIGRATION THROUGH MATERIAL. 3. FOR CRITICAL AREAS ADJACENT TO WETLANDS OR BELOW LONG AND/OR STEEP GROUT DOG HOUSES INSIDE & - FACE OF WALL. GROUT DOGHOUSES ' - 2. FUGITIVE ROCK OR, MULCH WILL BE REMOVED FROM ADJACENT ROADWAYS DAILY OR MORE SLOPES, STEEL POSTS ARE NECESSARY AS INDICATED ON THE PLANS. OUTSIDE PER MnDOT 2506.2B2. sINSIDE & OUTSIDE PER MnbOT w v�FREQUENTLY AS NECESSARY. w L L 3" MIN. POURED 2506.282. 3. CONSTRUCTION ENTRANCE MUST BE CONSTRUCTED PRIOR TO THE COMMENCEMENT OF GRADING - - z �, CO�NC. INVERT SLOPE OPERATIONS (79 ON THE SITE. - - a) TOWARD PIPE . "; ,+- : � _ z 4. THE ENTRANCE MUST BE MAINTAINED IN PROPER CONDITION TO PREVENT TRACKING OF MUD OFF PRECAST CONCRETE BASE r':I ` u] m THE SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH ADDITIONAL ROCK, WOOD/MULCH, A COMPACTION: UU m OR REMOVAL AND REINSTALLATION OF THE PAD. AFTER "SLICING" IN THE FABRIC AND BEFORE INSTALLATION OF STEEL OR WOOD POSTS, PRECAST CONCRETE BASE H . 5. THIS ENTRANCE WILL BE USED BY ALL VEHICLES ENTERING OR LEAVING THE PROJECT. DRIVE INSTALLATION EQUIPMENT OVER THE "SLICE" WHILE FABRIC IS LAYING ON THE SECTION SECTION POURED CONCRETE INVERT E '= C 6. THE CONSTRUCTION ENTRANCE WILL BE REMOVED PRIOR TO THE PLACEMENT OF BITUMINOUS GROUND. THEN INSTALL THE POSTS AND PULL UP FABRIC TO ATTACH AT A UNIFORM HEIGHT. Q c — SURFACING, SILT FENCE CATCH BASIN, TYPE II STORM SEWER MANHOLE - CONSTRUCTION ENTRANCE, ROCK NO SCALE NO SCALE NO SCALE 0a ju NO SCALE H000zwo 2ZgcAUi_ w EXISTING CURB >- F- m � } wz x -- a } > J � Z Q w _H02 Xw OVERFLOW IS ;6 OF THE w ': i c=n CD O .. di X 2 H H U w a -, Z u_ CO CURB BOX HEIGHT HO � wa U-1 "I` z X w U Z GROUND LINE w wm � re - co H ¢ < O .. z Q � mQUwzwHw 111111111ftimmuou 471743/I/I- a - 11111111111ftlilimm----- ---- • • - • • - - - • - - • • • • - • • - i Z = d � � HQHfnHO � �. COMPACTED BACKFILL ALL BOXES TO BE ADJUSTED _ _ TO FINISHED GRADE t + + + *.,:* * + 4,. }, * * r END OF SERVICE. 11111111111 /iimmlimumW 12" + + + + + + + + + + + + + � r� 1 TRACER WIRE PLUGWITH • + + + + + + + + + GRANULAR BORROW J + + + + ++ + + + + AIL ATTACH TRACER WIRE TO SIGNAL BOX REMOVABLE PLUG - + + + + Q + + + MNDOT SPEC, 3149.2B1 _ _ _ LATERAL PIPE ALONG (SEE DETAIL) OR CONNECT TO PLAN _ I I—III—III— �' I I—III—III—III— EXIST. LATERAL AND 1 4, +++++ +E'+D++`i III III III III III I I ENTIRE LENGTH AT LOOP TRACER WIRE WIMCO ROAD DRAIN CG 23'' HIGH FLOW 6" L` + + + + + + MIN. 10 FT INTERVALS 7l• + + + + + + • r 12' INLET PROTECTION CURB AND GLITTER DEFLECTOR PLATE - I I�IL-J L iLJ �-JII " ' MIN. SLOPE DESIRABLE MODEL OR CITY APPROVED EQUAL. 1 "D" = OUTSIDE w 1J"' C3+12" MIN. 7 CURB BOX _z Li Q 45° BEND 1/8" PER FT. ` - OVERFLOW IS 1/2 OF THE - DIA. OF PIPE J ) RISER - CURB BOX HEIGHT ~ J / C — OVERFLOW AT TOP OF PIPE FOUNDATION & BEDDING IN VARIABLE WIREOP@TEEWER ` �- 45° BEND FILTER ASSEMBLY I — MAIN ✓ RISER GOOD \\_ SOILS (ONE PIECE) CURB CONNECT TO ONLY AS SEE PLANS OR SPECIFICATION FOR ( SIZE AND TYPE OF SERVICE PIPE. 0 6" MAX EXISTING SER VICE _ REO'D ON r ��� IF PRESENT t \ PLANS) f . ...•.... .... .... „.. ......., .•.. .•..„..•., ,... ..,. .•.....•.... .... .„ ,....•.. ..., ..,. .... .•.....•.... ..,, .•.. „....., . _ILMPALTE❑ Q _1 - \ 1 I I= n COMPACTED NOTES: �N , -II BACKFILL '_ -1 �-/ GRANULAR 4,4411:11 ^ MATERIAL • CONTRACTOR SHALL FURNISH AND PLACE ! 12 + + + + + + + + + + + + + + + + + _ CURB STOP — VERTICAL 2"x4" WOOD STAKE, SET "'' i i + i 1 •i. I - + + + + + + + . E III - 3' ABOVE GROUND & EXTENDED VERTICAL + + + + + + l+ + + + + +, r �� EXISTING WYE AND BEND TO END OF SERVICE. + + + + + + 0. ,,y +T + + + + + GRANULAR BORROW BRICK SERVICE TIP UP @ 45° + + + + + {I,g p + + + + MNDOT SPEC. 3149.281 • WHEREVER POSSIBLE END OF SERVICE TO BE AT2111 lie f ��r + + + + + + + + + + it GRAVITY MAIN ���'#,�s+ �1I Lr + + + + + + + + + + + WATER SERVICE LATERAL, COPPER 12 FT DEPTH AT PROPERTY LINE OR AT BUILDING r•y'r�• j Grp -L + + + + + + + + + + AS APPROPRIATE. WHERE 12 FT. DEPTH IS NOT illhk litti*"w'•+ 1 H-_-_, - a CORPORATION STOP POSSIBLE, DEPTH OF SERVICE TO BE AS DEEP O ;$`+�:' FILTER ASSEMBLY DIAMETER, 6" PAY DEPTH `,/ / / / / / / �i UNDISTURBED SOIL AS POSSIBLE, CONSISTENT WITH THIS DETAIL. '- ` ' b" ON-GRADEINCREMENTS(TYP.) II f f �" / 1 / .,II-- IMPRO1fEL� PIKE FOUNDATION ;.Y='S� + iI ,� MNDOT SPEC. 314},2G.1 DIRECT CONNECTION � 10" ATLOVIlP(]INT / s•' fr`! z h .� i ` a- (TABLE SPEC. , 1 WATERMAIN W I i I SANITARY SEWER LATERAL U) "D" - [}UTSIDE > a HIGH-FLOW FABRIC D+12" MIN' DIA. OF PIPE WATER SERVICE LATERAL NO SCALE W W O CORPORATION STOP CURB STOP AND BOX 2 0 J z # FOR THE NEW R-3290-VB STANDARD CASTING., INSTALL PIPE FOUNDATION & BEDDING IN NO SCALE _IZ WIMCO ROAD DRAIN CG-3290 OR CITY APPROVED EQUAL. POOR SOILS U z Q O Q 2 } INLET PROTECTION, TYPE C PIPE BEDDING a 0 CL 0 NO SCALE NO SCALE z V J I/ L.L W Q CO 1 J D_ 0 O Cn a CO JOB NO. I 06798-001 z DRAWN BY: CHECKED BY: O KAT RPK I— ISSUE DATE O 12.02.2022 D SET TYPE Ct PRELIMINARY 3 H (f) CONSTRUCTION DETAILS z 0 0 Et 0 LL- SHEET NO. o C107 z A NO. DATE DESCRIPTION ROUNDED CONCRETE CAP 1 12/22/22 DETAIL LANDING j: WALKABLE WALKABLL —1/4" MIN. Ta FLARE FLAREl12" MAX. /' 112"R 7),,r 0RAMP ` 3"RWALKABLE WALKABLE ■• a'.•' t - a ' 6" DIA SCHEDULE 40 STEEL - SLOPE SURFACE SURFACE • PIPE FILLED WITH CONCRETE 314 PERF1..�8-la% 8-la% v • v. . • : •' • 'm1JZ"R 44ONCRETE CON 10% aa. i �`- *.�. a -' 'a.�• i / ; Ft ARE ■i FLARE FLARE FLARE . OF CURB Y GUTTER OUT • BACK r • O 4 4 4 ` 0 � 4 d• - • — /' Crl 4 . FLOW LINE it FULL CURB \INSET/ FULL CURB '4 +- a '.. .4 4- a i iO /•( • • • r' L'J Q HEIGHT A HEIGHT "p •. :a' o n o:.- -en 1 FRONT OF GUTTER I 4 . A PAVED FLARES • PERPENDICULAR ADJACENT TO WALKABLE SURFACE INSET A MAOVIDE T AROUND PIPE co o ON �� U • L N Q Ta Q) CURB OR VAR. 4' 0" IN. LEGEND ' . E 6' a �_, CURB AND RAMP REQUIRED LANDING 1 THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE ° , 1JZ"R 0 y GUTTER I 1�4„ R. CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.3Z OR FLATTER ARE ALLOWED. ° 3"R ).._ • ' : '.;: `°;- INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN E- .. I : I I O ` 5.0% MINIMUM AND 8.3% MAXIM NTH DIRECTIONSHOWN r '• SLOPE 1/2"R m 'L ' 0.02 F'./FT. MAX, AND THE CROSS SLOPE SHALL NOT EXCEED d/.. Ia } �3 3/4w PER J E +� rI4 I C ._ 0°D5 FT,IFT. AND F INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER 0.083 FT./FT PREFERRED THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN '' .' r• GUTTER IN L AND CROSS SLOPE SHALL NOT EXCEED 2.0%. . . -I �:= 6" CONCRETE WALK • ' .� p LANDING AREA - 4' X 4' MIN. (5' X 5' MIN. PREFERRED) DIMENSIONS AND MAX 'r �� CD v FA 2.0% SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS. `•;;' �� - ' SECTION A A : " an 12" al= Z u) E PERPCNDICLILAR/-ICRCD/DIAGONAL X" CURB HEIGHT f [::` co ,"'�r::'-. 't' `1 D c : --� B612 CONCRETE CURB & GUTTER <0 I- Q 03 0 PEDESTRIAN CURB RAMP 1'-6" NO SCALE CI NO SCALE DIA MIN VS C MOa ""' ca c� — SLOPE GUTTER TO MATCH a 0 -w � v L CONCRETE PARKING LOT DRAINAGE cp SECTION (3/4" PER FT TYP.) BOLLARD w i LVARIES TIP GUTTER OUT AS REQ'D NO SCALEZcS >i 1/2" RAD. 3 8" LIP ACCESSIBLE / 8' 9' SYMBOL z wa a � � 18° 12 �0�� Ud No ° A ° PAVEMENT RESERVED' BOLT SIGN W/ .0375" 12" OO 3" TO 6" DIAw7" ° o i� DIA. CADMIUM PLATED 0� CLEAN AGGREGATE _SECTION7 PARKING O�O = _Do• ' ° VARIES qBOLTS, NUTS, & WASHERS v �� co (�AGGRE. BASE o o ° o FINE FILTER AGGREGATEf Q�� �•.��' i•�_ ��_ VAN ACCESSIBLE SIGN VARIES ke!•�� ..� �• r��I �• .I w4r- �� ACCE598LE MnDOT 3149.212 SUBGRADE�!• �� � ���, ��4i�'•.;� ��•, � �o� O• ��v• ONERMIN PPLICABLE, o 0 0 0 0 0 o III w W���•�• •�i��•�• �� l� �� ��•�• o 0 0 0 0 0 o GEOTEXTILE NON-WOVEN FABRIC n • it 1 = .'.' - •14 a ��.�• � • .� i• �� c c� °o°o°o°° r'�.•'o°o°o°o°o°oc 0 0 �i �• _ i��•�� ,m�i -• 0', o°o°o°'4o,,cv-g'oog0000g$ NOTES: o_ z o • o 0 0�0 00 0 0 0 0 0 - n 00000. %' �c0000000000c I w Z o ► ° ° ° ° ° ° ° BAUGHMAN 6" PREMIUM YELLOW 8-SLOT TRACKING PAD AREA TO BE 50' x 20' _ Q w Q Q h° \ 2„ I.D. 2.3/8" O.D. X 9.5' 0000��og�, boo=°0000000c 4" WIDE WHITE • PERFORATED DRAIN TILE PIPE WITH UNLESS OTHERWISE NOTED. O z MIN. OF 4" AGGRE. BASE UNDER 5' SIGN POLE, GALV. STEEL ° H O O z w O �� SOCK, BAUGHMAN TILE CO. REMOVE AND REPLACE AGGREGATE WHEN Q w — w = cn MINIMUM 1' CURB (IF TOTAL THICKNESS OF PARKING LOT 40,', / �C6 8516 ROAD 137 - PAULDING, OH 45879 = z 2 Li) U I- w BEHIND BACK SECTION ALLOWS) 4 OR 6" VOIDS BECOME FILLED WITH SEDIMENT OR IF a O > 5 J i z OF CURB STRIPING, TYP. °°o°o° ,°o°0 800-837-3160 OR 6" PERFORATED PVC SURFACE OPENINGS BECOME PLUGGED SO THAT 2 u- F- m > w z x 12" g" ► °°°°o°. og°o WITH SOCK. < w tI II a w o 0 2 X w SIDEWALK, ASPHALT °` 4� °�� TRACKING PAD DOES NOT FUNCTION U w z ,� X m PAVING OR GRASS Q wUQ � Q � OiiigX � 20" _ AGGREGATE TRACKING PAD o mawwQwQ � zXw CURB / COMPACTED SAND » NO SCALE Wcn W CO O _ Q o •• z FACE _1 / -COMPACTED ACTED IF SOIL FINISHED DRAIN TILE, 6 Z = J Q } _ U _ O r Q Z RIBBON CURB • 3' i ��� NO SCALE - _ _J , 2 HQIcn > o =, �_� � =1 GRADE IS GRASS _ _ NO SCALE -i i 1_ 111=1 2.5" I.D. X 2.9" O.D. X SPECIFICATION NOTES: ACCESSIBLE STALL STRIPING TC I III� �I 39" LENGTH GALVANIZED • UPON COMPLETION, CURBING SHOULD BE SPRAYED WITH A NO SCALE / STEEL PIPE SLEEVE 4" CONCRETE MEMBRANE CURING COMPOUND PER MNDOT 3754. II i �.i UNDISTURBED SOIL ° ° • EXPANSION JOINTS AT MAX. SPACING OF 200 FT ° ° • a° • CONSTRUCT IN ACCORDANCE WITH MNDOT 2531 y 12 - ACCESSIBLE PARKING SIGN /7 NO SCALE 6" GRANULAR RIBBON CURB SUBBASE, CURBTRANSITION RAISE BITUMINOUS TO NOTE: SIGN SHALL COMPLY W/ CURRENT SIDEWALK CONCRETE,N 4" 9-FT NS ON SIDEWALK TO BE FLUSH E STATE & ADA GUIDLINES. PROVIDE A TRANSITION FROM 6 TO 0" WITH PAVEMENT \FROM 6" HIGH B612 CURB TO 0" HIGH RIBBON CURB. 41) TRANSITION LENGTH VARIES. 10( 6" CONCRETE U ° a SEE PLAN SHEETS. 4 4`-) \' -- • t ° . —_ r BLACK JACK LAWN EDGING BY ° ° ° ° ° a OLY-OLA SALES, INC. OR AP- J a PROVED EQUAL, USE NONBEND- /1111101166,.- <, , ING STEEL ANCHORING STAKES MIN. 1"x8" DRIVEN THROUGH n o 6" CRUSHED Z EDGING @ 45° ANGLES TOWARD I ML AGGREGATE ” 1 eh'/.4411111.P. BASE, CL 5 CONCRETE, 6 LJJ TURF SIDE OF BED, MIN. 4 STAKES C 441 - PER 20' LENGTH OF EDGING NO SCALE 2 Vo C 1 00 o PRUNE ALL CROSSOVER & DEAD BRANCHES, DO 4 CURB TRANSITION NOT OVER PRUNE •3 ov ��• LANDSCAPE�� MIN. 1-1/2"ROCK, DIA W NO SCALE SET TREE PLUMB 0°80 0 ZI— ~ I—. GEOTEXTILE W O WASHED AGGREGATE STONE NON-WOVEN FABRIC CLL) 0 W REMOVE ALL I G J z MULCH, MIN. 3" DEPTH, 1-1/2" SUBGRADE TWINE, ROPE & • _____ (- �\� �` %iklat* : ROCK SIZE, TOP OF MULCH _� BURLAP FROM (� j FINISHED GRADE SHALL BE - � V�I'� TOP HALF OF 0 } Wilk �: ��� EVEN W/ THE TOP OF EDGING, TREE TRUNK FLARE ROOT BALL ROCK MULCH 0 w R'`�� ������44 TOP OF CONC. SIDEWALK OR NO SCALE 0 J ION�ley � TOP OF CONC. CURB BACK SHALL BE VISIBLE v Q o ° ° ° `�/ & LEVEL W/ EXIST. ALL SINGULARLY ° ° ° `� '.I�� PLANTED TREES Z w ° \� aw TYPAR 3301 FABRIC WEED GRADE CO J ° SHALL RECEIVE 1.5" BIT. WEAR COURSE, Q W H w a 22) ° °° °° ° ' •` �i� BARRIER OR APPROVED EQUAL° a ,° A MIN. 3" DEPTH MN/DOT 2360, SPWEA240B Q 0 Cl) Q �=` „...V., Ilk 3" HIGH ` OF SHREDDED TACK COAT, MN/DOT 2357 m VJ TOP VIEW �� / EARTH BARK MULCH, — - JOB NO. REMOVE ALL TWINE, ROPE � �� . SAUCER 4' DIA. n "'_� 1.5" BIT. NON-WEAR COURSE, I 06798-001 & BURLAP FROM TOP 1/2 `�' MN/DOTDRAWN BY: CHECKED BY: n 2360, SPNWB23OB z IIIIIII • OF ROOT BALL IF B&B, — 1 °= ° - o 0 0 0 0 0 0 — �, g III ° ° ° ° ° ° ° ° ° ° ° °•.- ° ° o ° ° ° ° ° ° 000000000 a 00000°00000000000. °°000° ° _• •o _ ° ° ° " =° �A� on "� "' "' 0 8" AGGREGATE BASE, CLASS 5 OR _ KAT RPK a ° a ° a ° a J r�` ;�_ - — REMOVE FROM POT IF III — I �� '-'"'�-�� III I III /, // , / / MN/DOT 3138 COMPACTED TO ° aa I H I f:`��—:•il'' —III=III= POTTED Ell �����* � \I I=III=III=� //j /// /// /j// 100% STD. PROCTOR I- ISSUE DATE A ° av a a a ° -1 I�_ ��� ...•.•:•:•:•:•:•:•:•.•.••. ��... ........�t / / ,/ / 18" liiii�iiii�i�iii� �8 III IIII III III III 24" I���iJ'iiiiiiiiii��f 24" III I III- // ///j////// //�� 0 12.02.2022 MIN. ►►���� •'.��t MIN. , I ' ' 1 1� 4►0 I I—III- / /// //�i// i// 12" SELECT GRANULAR BORROW, SIDE VIEW III e��`�i�������i�i�i�i�o��� BACKFILL WITH TOPSOIL, LIGHTLY COMPACT � .�� .........4►�► MIN. _ MNDOT3149, SET TYPE ♦�♦ ♦��♦ + ��\'�♦:♦ : "'♦� ;� III= COMPACTED TO 100% STD PROCTOR PRELIMINARY 3 1E1-I l I •— 11 I 11 IIIIIII—III— I — �` —I I—I 1=1 11=1 I I—I I --\ 11 I— GEOTEXTILE FABRIC CONSTRUCTION DETAILS CUT & REMOVE TOP 50% OF WIRE CO 3 U L L E T EDGER I=III=III=I 1 I=I III III I I -III=III=III=III=III=I I _III=III—III— HE-Ell I BASKET IF WIRE BASKET IS PRESENT Z NOTES: NO SCALE NOTE: :III IIIIIIIIIIIII III—III—III III IIll—I�l- Ill III II II BITUMINOUS, STANDARD DUTY 0 " ALL PLANT MATERIAL SHALL BE IN ACCORDANCE WITH ANSI Z60.1, LATEST ADDITION. NO SCALE 0* BULLET EDGER, 3-5/8 x11 -3/4 x3-5/8"HT. f: * BULLET EDGER SHALL BE GRAY IN COLOR. NOTE: SUPPLY AND INSTALL AGGREGATE, BITUMINOUS MATERIAL 0 * INSTALL TOP OF CONCRETE BULLET EDGER TREE & SHRUB PLANTING AND TACK COAT AS PER MN/DOT SPECS. 2211, 2321, LL SHEET NO. FLUSH W/ FINISHED GRADE. NO SCALE 2357 & 2360. 0 C108 _� z GENERAL NOTES NO. DATE DESCRIPTION A. GENERAL NOTES ON THIS SHEET ARE APPLICABLE TO THIS SHEET ONLY. B. SEE STANDARD MOUNTING HEIGHTS ON SHEET GI002 FOR DETAILS REGARDING INSTALLATION REQUIREMENTS FOR FIXTURES AND ACCESSORIES. C. ALL INTERIOR DIMENSIONS ARE FROM FACE OF STUD/ MASONRY CONSTRUCTION TO FACE OF STUD/MASONRY CONSTRUCTION, UNLESS NOTED OTHERWISE. D. "CLEAR DIMENSIONS"ARE DIMENSIONED FROM FACE Alb OF FINISH MATERIAL TO FACE OF FINISH MATERIAL. E. FOR WALL TYPES SEE SHEET AE001. 1 AE203 2 F. GENERAL CONTRACTOR SHALL COORDINATE WITH AE301 AE301 OWNER, BEFORE INSTALLATION OF WALL SHEATHING, FOR ANY WOOD BLOCKING, BACKING AND MOUNTING BOARDS REQUIRED FOR OWNER 94'- 10" PROVIDED ITEMS. / / G. ALL WALLS TO GO TIGHT TO STRUCTURE ABOVE, N 21'-4" 22'-0" 14'- 10" 36'-8" UNLESS NOTED OTHERWISE. 0 •N i / 7 / / / _ N 2- C r- o '- 1'-6" 17'- 10" 2'-0" 2'-0" 18'-0" 2'-0" 2'-0" 15'-4" 2'-0" 15'-4" 2'-0" 1- 2 0 2' i i / / / / / / / / / / / o � Q N ao 0N -0 0 § to L, W2 W2 G BMA BMA Q BMA BMA BMA y •i - \ W1 \ ' \ \ C I _ m / ___ ILI II I I I I 11 MJ o I I I 11 O ' �- 0 p T / • 0 0 , • p. ra 0 0 0 0 a en El SMA BMA o ; •zo — SMA / `o IIM Z N . _ / i in O C / CP F _g Q r \ < Q V 73 a Is Is I o w a ii) 0 � L AE30 Z U O+ (9 z • w Hw M i 3 ~ 0 C Q a) w � CL 0z0 ° M M6B.2I — WOZ0 2Lt rYawQQ ,- o ozwO 2 Z 2 O U H w a I— O } > c Z ' 2 L- QmW JwZ a < 1. 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AWNING 01 �Si �. - I • EXTERIOR LIGHT 01 UJ co - - o STONE 01 TT) _ � STONE STONE 01 Q J W a BRICK 01 C� � � BRICK 01 ari ` ^� _ __ -•� _ SILL HEIGHT J Z in STONE BASE 01 ms on- - - -J. f---- .- ' •--- 1- - - -- -,1= 1•••• - Smm STONE BASE 01 103'-4" Z < Z S.rr ir.�•..r.�rriV.S - _�- .ram r�� .�w�Y��� is,-- >, jam. r=. i i �� °' GRADE 01 = _ r = == r #� m�s lim� r w# GRADE 01 LL a) li7M7i ,MM's�.=M MN,M7M?f—MM=Mi MB'7,MNMR. � MN N ia—af���' .7..—NM=� ` FIRST FLOOR a ^ o_ c) - 100'-0" v J I/ W c O J a) E T.O. FOOTING Ti) 96'-0" JOB NO. a', 06798-001 0 c DRAWN BY: CHECKED BY: cu JC ESS 2 WEST ELEVATION ISSUE DATE 6, 12.22.2022 co 0 AE204 1/4" = 1,-0" SET TYPE O CONSTRUCTION DOCUMENTS 'o a EXTERIOR ELEVATIONS J) c a) U 0_ co M 0 N SHEET NO. 4 N CVq 0 N N N N 1/26/2023 Obsidian Cobblestreet Mall City Council 1-26-2023 Apple Actions Requested • Adopt Resolution Approving Site Plan/Building Permit Authorization to Construct 5,090 Sq. Ft. Retail Building on Lot 2, Block 1, Cobblestone Lake South Shore 9th Addition APPVaIIey 1 1/26/2023 Site t i . . , . . 1 kai . / .. f ,: : _,... _ __... ta, , Location . r, 1 r ._.. • , - i • .- . ,. ... ... .. '1 -• - _ _, Zoned , ... -I-1,-A 1- i ' : ^1 F •.6 4*- . , ,--4'",...i E • ....... 'r-------LA 1 r ' _.. , r s. • , ‘ -.. J.:1. _AI^pp_703 (. . . . . •_._._1 1,", N 54- I A I l' . , ' N,Zone 6 , t 1 ; .,..____. 1. .ii 1. 1 .; , ,\ ..„..... ... i.- cor . .,,, ........ 1 .... APPVealley . . --_--- ' aftemip.pc- ' Site Plan — ..• -- ..... — 10. „.• __ _. --1_-,V-.7-- I 1 ' I -I , I.-C 4---- ' — --1— - I I • I ... ___,_ --] -.- , ,-. 1-I- L .1 - ''''' FIEL F6-/ 1 ET NIL HI- - / I r'- ---- - T — I — --—1 I •.-lIII-- .-H' __ • .1 - N_II 1 _....-J- •:::::.::- \. —, j_v____1--- --14— " - A le PPValley 1 ,-IL/TO1 61 11•JS ''AMDCFiI!'pEa'''''TZ- I .-.1--Ft NM NOUS MED UM NTS /TN STINT,.DEPTH 2 1/26/2023 Utility Plan ,..,.. , I ' _ i_ ,_ _ , i , , ,11., 1 Lw E e» r,—'" . i. L., 1 a 1 —"=1, Sao_, .z I 5. ,S•HEP[n 1.nx 1 17r 1111E6110R.PAYS rv[ci m i.u��. O REIJ_5. ixv 0 o I 1L IX I. - .... .. . .. n r ----L 'r E � SEV. PI "`S.U um SWEET W Apple Valley r .. Landscape Plan t _,..__,-J v - III IL, + _I J 1 4 -- E`E f __ ,....................4 LJ t I RETAIL / Mil ' � APO& da—`— - Jr ri � AI Apple„ — -i J\SJ\ /\_laml�/\ M � ��` � —Q � 1 �/ a � — 3 1/26/2023 Floor Plan _ _, I . 4* ... ,.,,„ ,..7 a .... v -0 2 o ►1►4 o Lir ,. vim IL .. ,...1, I3 p: ... ... � Apple alley e RR$ LEVEL FLOOR PLAN Building Elevations .... Q ... _..1 _ , c., 1 ,,r7,3i.: re A - SIGNA .7 - „n0 m O O ■ 9 I North , , + rrr'....%.7\ . 0 TZ7''''' .. ............... l'.°"" - .1110 =7' Apple valley South 4 1/26/2023 Building Elevations EAST ELEVATION °duo, 4 "°', $ Walley WEST ELEVATION Rendering _,,,... ...........----. _ II I . . . __ ..___ . ._„,..„„-±-,:-.ff,:,.,... ; :- 15, it 1111 -� - ]] m 03111.111 Aill IIIIIhti ... AppValley 5 1/26/2023 Actions Requested Adopt Resolution Approving Site Plan/Building Permit Authorization to Construct 5,090 Sq. Ft. Retail Building on Lot 2, Block 1, Cobblestone Lake South Shore 9th Addition AppValley Final lIat �= L_.: 11 COBBLESTONE LAKE SOUTH SHORE 9TH ADDITION p e -s--.-I m-'--� ' I t- a. 1 -r-1s-1--1 r a __ 1 I 1 i 50 0 50 100 _ `� _ SrJLE IN ME[} -- M /\ 4-..-- j �A, // II! _ __ IL7 L 1T r 1 � "___ -.4_•_ M• .w.,�,. r $ J 1 ._._ t«n • i uv Apple e ® 7` - 7 Valley r--tom- 6 1/26/2023 Grading Plan 3 —= -- �/ III III ,—— I 1 sss o ®y ® ✓ lys3 sl . r I i.- *sI FFE-935.0 DM 3 - } I 1 e rA.nc, I M RETAIL4. w I I.. �rI ttt C 1,\ ��� ' Jiain DM � e . —_ — ®' ® WWalley l_�—c --. -- -- �� Planting Schedule PLANTING SCHEDULE KEY QTY. COMMON NAME BOTANIC NAME SIZE ROOT REMARKS SH 1 1 SKYLINE HONEYLOCUST GLEDITSIA TRIACANTHOS 2" DIA. B&B FULL INTERMIS 'SKYCOLE' SWO 1 SWAMP WHITE OAK QUERCUS BICOLOR 2" DIA. B&B FULL CT 1 COFFEETREE GYMNOCLADUS DIOICA 2" DIA. B&B FULL HB 1 HACKBERRY CELTIS OCCIDENTALIS 2" DIA. B&B FULL SS 1 SPRING SNOW CRABAPPLE MALUS 'SPRING SNOW' 1-1/2" DIA B&B FULL PR 2 PRAIRIE ROSE CRABAPPLE MALUS 'PRAIRIE ROSE' 1-1/2" DIA B&B FULL LP 5 LITTLE PRINCESS SPIREA SPIREA JAPONICA 12" HT. #5 CONT FULL 'LITTLE PRINCESS' GLS 9 GRO—LOW FRAGRANT RHUS AROMATICA 12" SP. #3 CONT. FULL SUMAC 'GRO—LOW' WG 2 WOODWARD GLOBE TUJA OCCIDENTALIS 18" HT. #3 CONT. FULL ARBORVITAE 'WOODWARDII' GLOBE KF 15 KARL FOERSTER GRASS CALAMAGROSTIC ACULIFLORA 36" O.C. #1 CONT FULL 'KARL FOERSTER' Apple Valley AF 10 AUTUMN FIRE SEDUM SEDUM x 'AUTUMN FIRE' 30" O.C. #1 CONT FULL II 1/27/2023 ••• •••• ••••• •••• ••• Apple Valley Potential Parks Bond Referendum Building a Bright, Sustainable Future City of Apple Valley - Parks & Recreation Department shi statewide health Experiences That Last A Lifetime Parks & Recreation Advisory Committee • Engaging the community to explore if there is support for a Parks Bond Referendum that would: ' t� • Update our parks and trails • Reinvest in our recreational facilities • Create new park master plans - • Provide protection and enhancement - ''� �- of our natural resources 411111 as ,Apple Valley-Parks&Recreation—Experiences That Last a Lifetrme 2 lad 1/27/2023 2023 Potential Parks Bond Referendum Projects Median Value of$352,800 Proposed Projects Investment Annually Monthly Preservation of Park System Assets $16,175,000 $60.60 $5.05 Alimagnet Park $6,800,000 $25.48 $2.12 Farquar Park $5,000,000 $18.73 $1.56 Kelley Park $8,600,000 $32.22 $2.69 Redwood Park $9,600,000 $35.97 $3.00 Apple Valley Family Aquatic Center Improvements $8,100,000 $30.35 $2.53 Apple Valley Family Aquatic Center Lap Pool $5,900,000 $22.11 $1.84 Apple Valley Sports Arena $5,550,000 $20.79 $1.73 Youth Baseball/Softball Complex at Hayes Park $5,200,000 $19.48 $1.62 Apple Valley Community Center/Senior Center $10,600,000 $39.72 $3.31 Hayes Park Improvements $6,200,000 $23.23 $1.94 Hayes Arena $4,600,000 $17.24 $1.44 Additional Indoor Courts at Hayes Park $18,800,000 $70.44 $5.87 Natural Resources/Sustainability $2,000,000 $7.49 $0.62 1/27/2023 aPvalley Apple Valley-Parks&Recreation—Experiences That Last0 Lifetime S... Building a Bright, '". Apple Sustainable Future I 4 Valley —Apple Valley Parks& Recreation: .•� • S Experiences that Last a Lifetime Ile� [IMAG/A/F U'SCOVER GOMMUN/TY www.cityofa ppleva I ley.org 1/27/202 n l� Apple Valley-Parks&Recreation—Experiences That last a LiferT : 4 valley 2 1/27/2023 Public Informational Open House Schedule Date/Time Location Monday, February 13,2023;9:00am Virtual Monday, February 13,2023;6:00pm Municipal Center Wednesday, February 15,2023; 2:30pm Virtual Tuesday,February 21,2023;3:00pm Virtual Tuesday,February 21,2023;6:00pm Municipal Center Wednesday, February 22,2023; 6:00pm Municipal Center Saturday,February 25,2023;9:00am Municipal Center Saturday February 25,2023; 10:30am Virtual 1/27/2023 appl Apple Valley-Parks&Recreation—Experiences That Last o Lifetime 5 Statistically Accurate Community Survey Statistically accurate public opinion survey early March • Are Apple Valley residents supportive of a Parks Bond Referendum? • If yes, what projects do residents support? • If yes, how much of a tax increase are residents willing to support? 4a6 6 Apple Valley-Parks&Recreation—Experiences That Last Lifetime 3 1/27/2023 Next Steps? • We are still gathering information; no final decision have been made • We won't be able to do all the project listed, we will need to prioritize • Master plans are conceptual, projects that may be included as a part of a successful referendum will have additional public input before becoming final • Results of the phone survey will help guide our next steps • If we have a referendum, we are planning for Tuesday, November 7, 2023 • Please stay engaged and informed, please tell your neighbors 1/27/2023 ar;j Apple Valley-Parks&Recreation—Experiences That Last a Lifetime wily Eric Carlson Parks & Recreation Director 952-953-2310 eric.carlson@applevalleymn.gov 1/27/202 n laa Apple Valley-Parks&Recreation—Experiences That test a Lifetime 8 vlly 4 1/27/2023 1/27/2023 Apple Valley-Parks&Recreation—Experiences That Last a Lifetime 9 1/27/2023 arrla Apple Valley-Parks&Recreation—Experiences That Last a Lifetime 10 5 1/27/2023 1/27/2023 nod ly Apple Valley-Parks&Recreation—Experiences That Last a Lifetime 11 1/27/2023 arrla Apple Valley-Parks&Recreation—Experiences That Last a Lifetime 12 6 1/27/2023 1/27/2023 accl. Apple Valley-Parks&Recreation—Experiences That Last a Lifetime 13 wily Preservation of Park System Assets $16, 175,000 - $5.05/month y `, ,,___ _.7:a ,: , al�� Ala`' k i 40--' ' i" • Investment in the CORE of the Apple Valley . ,.. ______ -- _- park 1. system —: - • Playgrounds • Courts (tennis, pickleball, basketball, etc.) • Bituminous (trails/parking lots) . • • Backstops, bleachers -„ /ter • Buildings/shelters f l • Skate park • Lighting/irrigation systems - , :% •` I / _ ei • Signage f' or a,,m,t. , An npdlar Apple Valley-Parks&Recreation—Experiences That Last a Lifetime 7 1/27/2023 Alimagnet Park ,...e $6,800,000 - $2. 12/month a • New playground, rope climbing • New shelter and restroom building • Loop trails \ �'I j o °� • Canoe/kayak storage • Natural Resource Management Plan ____ AEo • Collaborating with Dakota County • Realignment of disc golf course to 18 «°°°Fp= % holes if we can responsibly do so in °mot . concert with the NRMP ' "° "" ' 1/27/2023 Appl. Apple Valley-Parks&Recreation—Experiences That Last a Lifetime 15 Farquar Park $5,000,000 - $1.56/month • New playground °o� XAUX• New shelter and restroom building • Improved kayak/canoe/fishing dock -\. , • Improved views of the lake - °° ;. � i • Looped trails 1 .7 j, / , • Tennis/pickleball/basketball courts , ,zd/ ed k . Apple Valley-Parks&Recreation—Experiences That Last a Lifetime 16 8 1/27/2023 Kelley Park $8,600,000 - $2.69/month • Enlarged stage and seating area • New playground r • Updated interactive water feature 1 ) ;i 7 , �) .� (recycled water) il ;;g • Expanded restroom facilities ; ;,>>1 �, ;!2 ./^u 1 J �!; JART'ALFILIK J f J JI • Increased on-site parking .-_ R- --o A0_ . _,��- d - - ice') ' ,) -,, SIM GALER MU M.STREET L m1QNER - _ 1/27/2023 Apple Valley-Parks&Recreation—Experiences Thot L03t a Lifetime 17 .5 Chi Redwood Park _ r4 a ': . $9,600,000 - $3.00/month „° + lt,-,:* , . E, 4 • Inclusive playground r,tq a.,., ) 1 e E )[AL Er • Interactive water/splash pad (recycled water) i ,, 4 .. EP;`;[DOFF • New open shelter/restrooms . ; ' ,+ .' , -)' ■ �. • Pedestrian underpass of Cty Rd 42 (by Dakota ! r Q - "T°" County) r a- = PxsRPPP • Hammock area „,,,S U N ,, • Loop trail system - - • Courts (ecuavoley, pickleball, basketball) s. ,ETY5GA P' 44 Apple Valley-Parks&Recreation—Experiences That Last a Lifetime 18 9 1/27/2023 Apple Valley Community Center & Senior Center $10,600,000 - $3.31/month AIo • Expanded senior coffee lounge ■ — and outdoor terrace IN■ -- • Multi-purpose room storage �, • Wood Shop 1 -Willir • Fitness Space • Indoor playground ce A ---• Locker room ' i COMMUNiT+' EXISTING aa GOMM.EXiS, • Meeting room upgrades `4M" ri. ■nsm.... ■ 1/27/2023 ao.a. Apple Va l ley-Parks&Recreation—Experiences That Last a Lifetime 19 Hayes Park g J .. $6,200,000 - $ 1.94/month • • New playground „AYES ARENA _ I • Community garden E: ,- _ - J • Naturalize areas 'u[ t i -4 x • Trail connections .,,,-\ • Outdoor skating remains 4 1 • as • Pickleball courts = 'i • • Additional on-site parking , `\ « • Irrigate existing athletic fields U „po.la Apple Valley-Parks&Recreation—Experiences That Last a Lifetime 20 val10 1/27/2023 Youth Baseball/Softball Complex $5,200,000 - $1.62/month '---' • • Youth BB/SB artificial turf fields w/lights . , . \ • • Approximately 240' fences • Located on ISD 196 property _ __ _ (Westview Elementary) } .• fA /IL - ____ ifP 1/27/2023 Apple Valley-Parks&Recreation—Experiences That Last a Lifetime 21 Indoor Courts 8 4 4 $18,800,000 — $5.87/month _,aTo • Build a new facility for court sports (basketball, volleyball, badminton, ti pickleball) p • Could be located between Hayes I Arena and Senior Center -_ • Could be used as outdoor courts in E R I W l the spring/summer/fallll • Hayes Arena stays an ice rink 10 :' "=" ' tail al dig 1 Arai „I, ^o ple Valley-Parks&Recreation—Experiences That Last a Lifetime 22 11 1/27/2023 Apple Valley Family Aquatic Center $8, 100,000 - $2.53/month • Protect existing assets 71 DI 3)W,, • Increase shaded areas I ''I ti 4------ _,,,, I • 11P-j-) Wilii an ` * J r 1/27/2023 * Apple Valley-Parks&Recreation—Experiences That Last a Lifetime r Apple Valley Family Aquatic Center — Lap Pool $5,900,000 - $1.84/month • 25-yard lap pool/ninja cross % dirt z��/,, • Lap swimming/swim lessons I ,'N I4.1 Apple Valley-Parks&Recreation—Experrc._,,.•.,.. 4rt 12 1/27/2023 Apple Valley Sports Arena $11, 100,000 - $3 .47/month • Reconfigure existing youth locker room • Add varsity team rooms --- —7=P,o,saa��5 - In _Ii __ • Replace arena/ISD 196 storage ' • ' • • • 1 ' • Partnership with ISD 196 I 1 '- I '— t 1 o . i • Rink already has new 0 ° , J refrigeration, floor, dashers • --46 • AVHA/EVHA may provide _ supplemental funding ® T _ __ --' 1/27/2023 , Apple Valley-Parks&Recreation—Experiences That last a Lifetime Hayes Arena 8 4 4 $4,600,000 - $ 1.44/monthaTol • Hayes Arena stays an ice rink - + III J • Update refrigeration, floor, dasher121 boards (R-22 needs to be replaced) • Remodel existing meeting room and concession stand to HS locker rooms __ __ ___ _ - iswo • AVHA/EVHA may provide su lemental f ndin mai ; J I pp g 1 o IULIJA! __ __ a ple Valley-Parks&Recreation—Experiences That Last a Lifetime 13 1/27/2023 Natural Resources/Sustainability $2,000,000 - $0.62/month • 300 acres wooded park areas • Invasive species removal — buckthorn, garlic mustard, EAB . - am; --. • Reforestation ' • Natural Prairies • Solar, EV, etc. r -4R,• , 1/27/2023 40. Apple Valley-Parks&Recreation—Fxperiences That Last a Lifetime 27 14 • ••• ITEM: 7. ..... .... Apple COUNCIL MEETING DATE: January 26, 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 Apple Valley Firefighters Wed./Jan. 25 9:00 a.m. Municipal Center Relief Association Board Meeting Thur./Jan. 26 6:00 p.m. Municipal Center EDA Meeting Thur./Jan. 26 7:00 p.m. Municipal Center Regular City Council Meeting Fri./Jan. 27 3:00-4:30 p.m. Rascal's Bar & Twin Cities Live TV Event Grill Wed./Feb. 1 7:00 p.m. Municipal Center Planning Commission Meeting Thur./Feb. 2 6:00 p.m. Municipal Center Informal Parks & Recreation Advisory Committee Meeting Thur./Feb. 2 7:00 p.m. Municipal Center Regular Parks & Recreation Advisory Committee Meeting Sat./Feb. 4 Johnny Cake Ridge 2023 Mid-Winter Fest Park West Thur./Feb. 9 5:30 p.m. Municipal Center Informal City Council Meeting Thur./Feb. 9 7:00 p.m. Municipal Center Regular City Council Meeting Wed./Feb. 15 8:00-9:00 a.m. 360 Communities, Chamber Joint Coffee Burnsville Connection Wed./Feb. 15 7:00 p.m. Municipal Center Planning Commission Meeting Fri./Feb. 17 8:00-9:30 a.m Eagan Community MLC Regional Legislative Center Breakfast Meeting Bogart's Apple Valley Arts Foundation Sat./Feb. 18 1:00-3:45 p.m. Entertainment Frozen Apple Concert Series Center Mon./Feb. 20 City Offices Closed President's Day Apple Valley Firefighters Wed./Feb. 22 9:00 a.m. Municipal Center Relief Association Board Meeting Thur./Feb. 23 4:30-6:30 p.m. Valleywood Chamber Business After Hours Thur./Feb. 23 7:00 p.m. Municipal Center Regular City Council Meeting 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